HomeMy WebLinkAbout49881-Z ;M TOWN OF SOUTHOLD
% BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
' SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 49881 Date: 10/12/2023
Permission is hereby granted to:
Tarr, David
67 Stuyvesant Ave
Larchmont, NY 10538
To: Construct additions and alterations to existing single family dwelling as applied for,
with Trustees letter of no jurisdiction and SCHD approval.
Additional certification may be required.
At premises located at:
160 Inlet View E, Mattituck
SCTM # 473889
Sec/Block/Lot# 100.-3-10.13
Pursuant to application dated 8/14/2023 and approved by the Building Inspector.
To expire on 4/12/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $667.20
CO-ADDITION TO DWELLING $50.00
Total: $717.20
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
90
Telephone 631 765-1802 Fax 631 765-95021itt -//wvw %v. otithol tot �Lv
w p ) ) .
Date Received
APPLICATH"M R L N P RI
For Office Use Only
PERMIT NO. �/ Building InsPectpr:
U G 1 4 20?
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an BUITI)TNG DE
Owner's Authorization form(Page 2)shall be completed. TONIN I'F OVT1 '
Date: SZ
OWNER(S)OF('ROPER
Name: '10 4CMV 24,-
SCTM#1000-
Project Address: 1&0 �«
Phone#: Email:
Mailing Address:
CONTACT PERSON:
Name: I A `(
Mailing Address: ,r a
Phone M Email: e h o 1 o-1 e..Ae
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION: /�
Name: re9 _ f^J r2
Mailing Address:
Phone#: 0 ' . �� Email: r- c4 i Gam,
DESCRIPTION OF PROPOSED CONSTRUCTION
❑NewStructure 'Add
It•on Alteratro
n ❑R
e air ❑Dem
olltlon
Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes NO Will excess fill be removed from premises?Oles ❑No
1
PROPERTY INFORMATION
Existing use of property:<W&Lf— ��� Intended use of property:
�
zone or use district in which premises is situated: this Are
erty there
h r covenants and restrictions with respect to
p No IF YES, PROVIDE A COPY.
t. o� N;" The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
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
Chapter r ction of buildings,
' n es or Regulations,for
construction Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordma c g ,
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 220AS of the New York State Penal Law.
Application Submitted BY('print name): � Si ' uthorized Agent LjOwner
Signature of Applicant: Date: 081 11
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
No.01 BU 6185050
i/ Qualified in Suffolk County ` I
COUNTY OF �''"0L ) Commission Expires April 14,2 `)
++ + being duly sworn, deposes and says that(s)he is the applicant
---Hq (--y'CA, —
(Name of individual signing contract) above named,
(S)he is the
(Contractor,Agent,CoVrraAteOfficer,etc.)
t make and file this
• ed the said work and o
of said owner or owners,and Is duly authorized to perform or have performed
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
Lk ,lam, f� � �r�-v
� iday of "� 20
Notary Public
..w .. ,....�,., a. .....», .
(Where the applicant is not the owner)
�, �. 6�hM��-�14�
�� �
I �G.V l �� � residing at...��..... -.-A�..•..�.. -
(,, In
do hereby authorize l rn`G'rV� �L'`��'r to apply on
my beh° f to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owners Name
2
Glenn Goldsmith,President Town Hall Annex
54375 Route 25
A.Nicholas Krupski,Vice President P.O.Box 1179
Eric Sepenoski Southold,New York 11971
Liz GilloolyAV
Telephone(631) 765-1892
Elizabeth Peeples �� C Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
July 6, 2023
Martin D. Finnegan, Esq.
Finnegan Law, P.C.
P.O. Box 1452
Mattituck, NY 11952
RE: DAVID & KERRY TARR
160 INLET VIEW EAST, MATTITUCK
SCTM#: 1000-100-3-10.13
Dear Mr. Finnegan:
The Southold Town Board of Trustees reviewed your letter dated May 16, 2023, along
with its enclosures, and determined that the proposed removal of the existing septic
system and replacement with a new I/A sanitary system in conjunction with the
renovation of above noted residence is out of the Wetland jurisdiction under Chapter
275 of the Town Wetland Code and Chapter 111 of the Town Code.
Therefore, in accordance with the current Wetlands Code (Chapter 275) and the
Coastal Erosion Hazard Area (Chapter 111) no permit is required.
Any construction activity or disturbance seaward of the limit of Trustee jurisdiction will
require an application for full permit. Additionally, any structure proposed seaward of
the line of jurisdiction will require a permit as well. With any future permits it would be
looked favorably upon if there was a plan for tree replacement and a non-turf buffer.
Please be advised, however, that no clearing, no removal of vegetation, no cut or
fill of land or removal of sod, no construction, sedimentation, or disturbance of
any kind may take place within 100' landward from the top of the bluff, or seaward
of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the
coastal erosion hazard area as indicated above, without further application to,
and written authorization from, the Southold Town Board of Trustees pursuant to
Chapter 275 and/or Chapter 111 of the Town Code.
2
It is your responsibility to ensure that all necessary precautions are taken to prevent any
sedimentation or other alteration or disturbance to the ground surface or vegetation
within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result
from your project. Such precautions may include maintaining adequate work area
between the tidal wetland jurisdictional boundary and the coastal erosion hazard area
and your project or erecting a temporary fence, barrier, or hay bale berm.
This determination is not a determination from any other agency.
If you have any further questions, please do not hesitate to call.
Sincerely,
Glenn Goldsmith, President
Board of Trustees
GG:dd
A5-15UILT 51TE INFORMATION:
TEST HOLE DATA -SUFFOLK COUNTY TAX MAP ID: 1000-100-03-10.13
(MST HOE DUG BY A`"`22W'fiMSMW -EXISTING 5 BEDROOM HOME,PROPOSED RENOVATION FOR ONE ADDTIONAL ��OF NEswv
ON.WNUARY 14 2023
BEDROOM.TOTAL 6 BEDROOMS.
AT
/B01�>I HARK ORVIE W ROAD -LOT AREA: 48,1 77.3G5q ft, 1.1 OG ac
It�mruul, NY 11ssz) -PROPERTY LOCATED AT I GO INLET VIEW EA5T
D' MATTITUCK,TOWN OF 50UTHOLD,SUFFOLK COUNTY, NEW YORK w
Nm SINo•WAM -LOT 13,MAP OF INLET EA5T E5TATE5. FILED:MAY,O 1 1975,MAP#:G249
SURVEY PROVIDED BY:PECONIC SURVEYORS P.C.,DATED:JANUARY, 21 2021
BROM SU W -VERTICAL DATUM-NAVD'1988 DATUM
�� as
....��,,.,�.,�.........._............... .
-SURFACE WATER LOCATED WITHIN 300'OF PROPERTY LINE. ,
-e ^ s b s -PUBLIC WATER,ALL HOMES WITHIN 1 50LF CONNECTED TO PUBLIC WATER.
flfl a Xo.Ilnflgcefl� �Iu V ..6�:.0 a TuflsI Iia.. olrn O
smww an SNo(sh ALrto 1aI0TUaa�o fl4 aI IA" GENERAL NOTES:
(;;OIY'nu�(DV"ttT1 015 WVd.O�( �010NslIP1CNI �R:"Q,UII�(F11 9Ftl�a. 1. DESIGN FOR G BEDROOM HOME.
V.dShl (,011fl1i1 �m I"xIC'�0 2. I/A OWT5 5ANITARY REPLACEMENT DE51GN-SOUTHAMPTON SIP GRANT PROJECT.
I�epD�FM SD(S - F,y -._,. 3. 51TE PLAN AND REFERENCE ELEVATIONS TO BE U5ED FOR VA OWT5 SANITARY SYSTEM
;$ CONSTRUCTION ONLY. EXACT PROPERTY BOUNDARIES,UTILITY LOCATIONS AND ELEVATIONS
Ir.a ARE NOT GUARANTEED.
NOrMren ,w 4.REFERENCE ELEVATIONS BA5ED ON PROPERTY 5URVEY.
5. ONSITE UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO PERFORMING 51TE WORK
TEST HOLE INFORMATION �1 52.0 G. 501LTE5T HOLE DATA PROVIDED BY MC DONALD GE05EKVICE5
DesiEum Piro6e xoom t Ce rt ff c at bin O�equa al
r . .+ 7. EXISTING 5EPTIC SYSTEM TO BE LOCATED, PUMPED AND ABANDONED OR REMOVED A5 NECESSARY
SCALE= NTS � 1 PER 5CDH5 5TANDARD5.EX5ITING 5EPTIC SYSTEM LOCATION COULD NOT BE CONFIRMED AT THI5 W
III Submit C I^P.E.¢b II{do a u o'fl`uauuS ewd.o e' r�y� �� O TIME.SEPTIC TANK AND LEACHING POOL TO BE LOCATED BY CONTRACTOR PRIOR TO PERFORMING U
a)aaa�,,a,uusaoanuaufffl.6a uua aadboloabD{>�Mfleirmn g 1 O 51TE WORK. Z
Ilaflmubun il....
Use flebuunbWWM afl/ I� l� A�+ ( W �- IN
( 8.INTERIOR PLUMBING AND INVERT TO BE RELOCATED BY LICENSED PLUMBING CONTRACTOR AS
e Dun 4 5HOWN ON PLAN5.BA5EMENT LEVEL PLUMBCF)to
ING DRAIN FIXTURE5 TO BE ATTACHED TO NEW EJECTION 0 Q
1 PUMP IN BASEMENT SLAB BY LICENSED PLUMBING CONTRACTOR. W W r
1 PROPOSED I/A OWT5 5EPTIC SYSTEM FOR UP TO G BEDROOM RE51DENCE: W 3
1. ONE(1)FUJI CEN-7 I/A OWT5 Z LLJ Z
.w/ 1 2. ONE(1)FUJI MAC I OOR BLOWER,VENT AND FUJI CONTROL A55EMBLY. Q Y
s19�' APPROXIMATE i. 3. ONE(1) 1 O'DIAMETER BY 13'EFFECTIVE DEPTH PRECA5T LEACHING POOL 2 U
E +N" 4.ONE(1) 1 O'DIAMETER FUTURE EXPAN510N- W
V-0 LOCATION OF 1 r, W W
EXISTING BURIED 1 w 2 Z~
EXISTING WASTELINE TO BE /00 ELECTRIC SERVICE TO ~ GENERAL SANITARY 5Y5TEM AND INSTALLATION NOTES: ca O
EXTENDED AND RECONNECTED TO / BE VERIFIED IN FIELD I SLS Q
- WATER I. I/A OWTS SEPTIC SYSTEM DESIGNED FOR UP TO 6 BEDROOM HOME PER SUTFOLK COUNTY � �
PROPOSED FUJI CEN-7 I/A OWTS J400 � DEPARTMENT OF HEALTH 5TANDARD5(5CDH5).
�� 2. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH PVC 5DR35 AND 4-INCH CA5T IRON AT Of
FUJI CONTROL PANEL, MAC BLOWER ASSEMBLY AND VENT �"'� TEST HOLE/ WATER
FOUNDATION. F-
O 3. OWT5 SHALL BE TESTED FOR WATER TIGHTNE55 PRIOR TO ARRIVING ON51TE U51NG THE
I/A OWTS 2-INCH CARBON VEEIT �► SER CE 1 METHOD APPROVED BY MANUFACTURER.
1 't 4. THE DE51GN ENGINEER SHALL OVERSEE THE OWT5 DURING SYSTEM STARTUP.
PROPOSED FUJI CEN-7 I/A OWTS ' , M 5. THE OWT5 INSTALLER SHALL BE LICENSED,HOLD AN ENDORSEMENT FROM 5CDH5 AND BE A
;0 FUJI AUTHORIZED INSTALLER.
/ j G. THE OWT5 INSTALLER SHALL REG15TEP THE ONSITE TREATMENT 5Y5TEM WITH 5CDH5. THE V) DE51GN ENGINEER 5HALL PROVIDE RECORD DOCUMENT5 A5 REQUIRED BY 5CDH5.
7. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE
ONE (1) PROPOSED 101 X 13' PRECAST GAR►GE T Dwoxf elec meter t m PROPERTY OWNER 5HALL BE PROVIDED TO 5CDH5.
R cmc c c�` `� 8. A GARBAGE GRINDER 5HALL NOT BE INSTALLED UPSTREAM OF THE OWTS.
CONCRETE LEACHING POOL ASPtw .-
well Q1 9. WATER SOFTENER BACKWA5H 5HALL NOT BE FLU5HED TO PPOP05ED 5EPTIC SYSTEM.
LP ct c 00
10 CONTRACTOR TO CONFIRM INVERT ELEVATION OF THE SEWER LINE LEAVING BUILDING PRIOR
EXISTING SANITARY SYSTEM COMPONENTS TO BE 0 `mac �,+ r RTO THE ECORD.TART OF CONSTRUCTION.ANY DEVIATION 5HALL BE REPORTED TO THE ENGINEER OF M
PUMPED AND ABANDONED OR REMOVED PER
.+' c c wx*- .5'5I I. CONTRACTOR I5 RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AS NECESSARY PRIOR TO Z 00
SCDHS ST;► NDARDS. +n"" ,N✓0' � �z s u- �� � �++ r( �A" INSTALLATION OF THE PROPOSED 5EPTIC SYSTEM. 0 �M
e � Da III, r\SLP i 12. IJOTE THERE IS A HOUSE TRAP. I/A OWTS TO BE VENTED THROUGH 2 INCH CARBON VENT. W
N O
l LEGEND Q Z Z
catch ba51T1 / GI CAST IRON LF-LINEAR FOOT C V
.+�" CJ-CLEANOUT LP-LEACHING POOL G //'�
4 "f b y^ �PII / y/r
,�.. FAR, ^' . ,� 14, ',L { L I �,✓ �;� CP EXISTING SANRARY CESSPOOL MAX-MAXIMUM W LLJ
W
11 I 4 Ia ! d CTG-MTO GRADE MIN MINIMUM L �" W`L
N J "°" L I �' D9 D15TPJBLTTION BOX OV/TS-ONSITE WASTEWATER TREATMENT 5Y5TEM r
" 1 8 ERE' r XISTING PRIVATE WELL SERVICE. a
\ oeN .+•"" I EXPANSION N y' 1 y �, �, EL-ELEVATION PT-PERCOLATION TE5T
FOR IRRIGATION PURPOSES ONLY. IX IXPANSIONPOOL SCDHS-SUFFOLK COUM DEPARTMENTOF HEATH3ERVILES a
i P� r/ i/' j,r/ ''"'� EX5-EXI5TING ST-SEPTIC TANK N
,y• ' I I I I p„� ^ FIE FIN15HED FLOOR ELEVATION TH-TE5T HOLE
W\ G° GRADE ELEVATION V-VENT
9M9 w" GPD-GALLON5 PER DAY M-TYPICAL
HEGE-HIGHEST EXPECTED GROUNDWATER WM-WATER METERCD
/}
VAOWTS-INNOVATIVE/ALTERNATIVE OWT5 CL CZ)
IE
IE-INVERT ELEVATION LLJ XX
I 114
\ c "K Z a
C)
I 1 IW +IDu W W W W\ ) N ,. NEW DRYWELL FOR 2ND FLOOR ROOF
� Q
vJ Um : )( NTarEo-� TO BE DESIGNED BY OTHERS
o
I I
�V ERMIF � ()RAF ��OVA ��o- CoiNsTm,j� nilq ��� A.
0 1 /
dDW ` � oiNGi-E FAMILY io:,1b�. N t:� ONLY
o
^ �t
DATE:02-01-23
DATE 8/8/23
SCALE: 1:40
� I � � R-23-0180
r 1��f ....... ._ DESIGNER:TAO
Ilk Ilk1 e D PY LL FOR LOCATION
AASOd+IP PROPOSED AE'PROVEDOOL . -,�� '�'� ��. -_. .. SHEET:
X>\_01
BACKWASH IBE CONFIRMED ICY SCALE= 1:40 -.. � Fn �� F L A .�._...s �u �.�::10ms
CONTRASH. IN EELD. SANITARY SITE PLANW� S FROM [)A'rIF OF AI:)P �O AL
> .� ri _.... _ _ .. ..
ITTc^�o� �: � rep� ua.. c:l��:uIoa:�u , D 40' 'Bo" ��..... ........� .
�. a
�� �.��GRAIIrNeNG.i....�flvq AaJ¢,/Ouw I u cflr P�✓.'0. ,
REVISIONS:
SITE DATA: SCTM• 000-100-03-10.13
DESCRIPTION: AREA T COVE
PROPERTY: 48,193.1 SF 1.106 acres
APPROVED AS NOTED OCCUPANCY OR
Oo0 DATE/KeZ Z!1� B.P. ��� USE IS UNLAWFUL- • �� � Y EXISTING HOUSE: 3000.1 SF 6.23
FEE- , BY: WITHOUT CiTfCAT
EXISTING STOOP: 28.2 SF 0.06%
NOTIFY BUILDING DEPARTMENT AT ®I' n��' i���f1
631-765-1802 8AM TO 4PM FOR THE (� OCCUPANCY`,!Y EXISTING DECK: 696.4 SF 1.44%
%5k FOLLOWING INSPECTIONS:
� 1. FOUNDATION-TWO REQUIRED EXISTING POOL: 880.0 SF 1.83
2
p FOR POURED CONCRETE
O V \ 2. ROUGH-FRAMING&PLUMBING [4604.7 SF] [9.56%]
3. INSULATION
4. FINAL•CONSTRUCTION MUST COMPLY
WITH ALI__ r,�DES OF
BE COMPLETE FOR C.O. AS W YORK STAT PROPOSED 2ND.FLOOR
RE E& I OVVN CODES CANTILEVERALL 10.4 SF 0.02
O ��. QC REM TION SHALL MEET THE Qt11RED AND CO
ENTSOFTHECODESOFNEW -,.....-, _,� CONDITIONS OF
� YORK STATE NOT RESPONSIBLE FOR
SOUTHOLD TOWN ZBA TOTAL: 4615.1 SF 9.58%
- _ - DESIGN OR CONSTRUCTON ERRORS SOUTtiOLD IO��'N FtANlt'tJS BOARD
SOUTt•IOLD TOWN 1RUSI�
-__. - - - - - .., u YS DEC MEETS&BOUNDS BY: PECONIC SURVEYORS SURVEY DATE: OCTOBER 7,2020
Sanowin
p - GFA CALCULATIONS
o LOCATION: AREA:
PROPERTY: 48,193.1 SF
J
O
o� \ - - (280-207d)GFA PERMITTED: 5509.7 SF
Lf� \ EXISTING 1ST.FLOOR: 2221.0 SF
EXISTING 2ND.FLOOR:
EXISTING GARAGE: 779.0 SF W
TOTAL EXISTING: 3000.0 SF l
PROPOSED 1ST.FLOOR ADDITION:
yJ�` •�� PROPOSED 2ND.FLOOR ADDITION: 971.6 SF
SILT FENCE TOTAL PROPOSED: 971.6 SF
TOTAL EXISTING: 3000.0 SF O
TOTAL PROPOSED: 971.6 SF
TOTAL GFA: 3971.6 SF
� -J?� EX.36' 3'TROUGH �
O O
22'X4
EX.POO EXISTING SEPTIC SYSTEM TO BE
REMOVED AND NEW PROPOSED
\ 8'X
EX.SP 8' a I/A SYSTEM TO BE LOCATED
LANDWARD(DESIGNED BY OTHERS)
U/G PROPANE
1i n PT nCSR, TANK
O
14T1� Ex P L EX. WOOD DECK
`s TO EQUIP r�: n
`� SOIL4 O 25.0' /Q GENERATOR
NO CONCRETE �'� . / % /j N' 38.6' r (UNDER DECK) STORM WATER MANAGEMENT DETAILS
WORK,NO WASHOUT `I DRY, OQ 21.3'
WELL
`• 100%RUNOFF AT DRYWELL DRYWELL (�
'�. o/ EXISTING o JLJLJ LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY:
1 STY. HOUSE `1l NEW ROOF AREA: 1277.3 SQ.FT. 213 CU.FT. (1)8'dia.,6'deep 254 CU.YD. OW
Q❑ /
PROPOSED 2ND.FLOOR F* ^
ADDITION OVER EXISTING �i
1ST.FLOOR `•s / �+ 27.1' a
5.2' 4 OGEE GUTTER-STANDARD 5"^ 5�
O /,25.0'/%�t
srooP `� NOTES:
24.9' �p
Q 1).EXECUTION:
;c< A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. E""I
2).PREPARATION:
Q / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
O ®CATCH B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
OO BASINACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
METALS WITH PROTECTIVE BACKING PAINT.
3.INSTALLATION:
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN.
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. O
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
ACCESSORIES. N
B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT
CONNECTORS. 0) ()
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL 01 T V
CONNECTION WATERTIGHT. X
DRY WELLS TO BE 10'MIN. 4).PROTECTION: 10 inm 7EIU
A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. m O
AWAY FROM HOUSE B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
COMPLETION. O X 16
O i
O c Il s~ lL R
SITE PLAN m
SCALE: 1" = 20'-0"
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CONSTRUCTIO M
r ENTRANCEAf
080 34 10 E 150.0'
INLET VIEW EAST DRAWN: MH/MS
SCALE:
JOB#:
8/11/2023
SHEET NUMBER:
S- 1
REVISIONS:
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...,,._.
8/11/2023
SHEET NUMBER:
A- 1
REVISIONS:
BOO
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8/11/2023
SHEET NUMBER:
A-2
REVISIONS:
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\ � .4 SHEET NUMBER:
A- 3
REVISIONS:
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JOB#:
8/11/2023
SHEET NUMBER:
A-4
REVISIONS:
1 I I I I I I I I I I 1
I I I I I I I 1 1 I I 1
I I I I I I 1 1 I I I I
I I I I I I 1 1 1 I I I
I I I I I I I I I I I I
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REMOVE AND REPLACE
WINDOW
1 1
1 I
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EXIST. BATH
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EXISTING DINING ROOM
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EXIST. I EXISTING MUDROOM EX. HALF
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REVISIONS'.
REMOVE AND REPLACE Z
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--------------------
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JOB#:
8/11/2023
SHEET NUMBER:
A-5
REVISIONS:
1 1 I I I I 1 1 I I I I
1 1 I I 1 1 I 1 1 I I I
1 1 1 1 I I 1 1 1 1 I 1
1 I I 1 1 1 1 i 1 I I I
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*" SCALE:
JOB#:
8/11/2023
SHEET NUMBER:
A-6
REVISIONS:
A
24'-5"
8'-9" 6'-11" 8'-9"
O
4'-81/4" 4'-03/4' 3'-51/2" 3'-51/2" 4'-03/4" 4'-8'/4" �--a
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�: "•�.P�� �i�Z3��1 `' JOB#:
- OFs-��`, 8/11/2023
SHEET NUMBER:
A- 7
REVISIONS:
A �
MAIN GABLE TO HAVE WRAP-AROUND O
TO MATCH SIDES AND HIP RETURN
12 AT DORMER.BUMPOUTTO MATCH
4.25 DORMER PITCH.20"OH AT HIPS
8"OH AT GABLE
1
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SCALE:
JOB#:
8/11/2023
+� SHEET NUMBER:
A- 8
REVISIONS:
11-7/8 ML
RIDGE
1-3/4X11-7/8 ML RIDGE
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I� SCALE: 1/4" = 1'-0" Generated by REScheck-Web Software �j Io SCALE: 1/4" = 1'-0"
Compliance Certificate
W �
Project TARR LLj �O-'
Energy Code: 2018 IECC W
Location: Southold,New York O
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 1,940 ft2
Glazing Area 16% W
Climate Zone: 4 (5572 HDD) U
Permit Date:
Permit Number: 1-3/011-7/8 z
ML RIDGE O �.4
Construction Site: Owner/Agent: Designer/Contractor: .--I
160 INLET VIEW E. r '
MATTITUCK,NY L Q
12 2 L
Compliance: 0.0%Better Then Code Maximum UA. 133 Your UA: 133 Maximum SHGC: 0.40 Your SHGC, 0.34 OC
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-nn-grade tradeoffs are no longer considered In the UA or performance comph,nnce path m RESrheck.Each slab-on-grade 2X8 CJ @16"OC
assembly In the speaned cl mite zone must meet tt e minimum energy code Insulation H Value and depth requirerr.ents.
FLASH AS REQUIRED
T ROOF INTERSECTIONS
Envelope Assemblies
O
cell:
d
4
ing 1:FlatCeilin orScissorTruss 758 30.0 0.0 0.035 0.026 27 20 m
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01
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Ceiling:Cathedral Ceiling 204 30.0 0.0 0.034 0.026 7 5 Q x ^ V
Wall:Wood Frame,16"o.c. 1,061 20,0 0.0 0.059 0.060 52 53 o WALK-IN CLOSET o` STORAGE CLOSET 10
m
Window:Wood Frame 173 0.270 0.320 47 55 1
SHGC:0.34 00 EXISTING 61
Floor:All-Wood Joist/Truss 10 30.0 0.0 0.033 0.047 0 0 O X V
Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other a
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in �
REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Z u -
EXISTING ROOF 0
Name-Title signature Date OF SECTIONS ADD BLOCKING OR NEW
171 TO REMAIN OR RE-BUILT RIM BOARD AS REQUIRED EXISTING OR
ADD MINN,,1 1/44""OVER 4 L
SISTER 2X8 TO EACH EXISTING JOIST(16"0 )1 Imo--
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1 � p
Project Title:TARR Report date: 11/30/22 U19
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Data filename: Page 1 of 1 — ``` STAIR
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bo — EXISTING EXIST.
EXISTING BATH No. 2 HALL
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® ® O
FASTENER TYPE: SPACING:
No.B WOOD-SCREW
EXISTING
BASED ANCHOR WITH I6"OC
�
21n.EMBEDMENT LENGTH
No.10 WDDD-SCREWS ® ® EXISTING EXISTING
BASED ANCHOR WITH IV OC 3
21n.EMBEDMENT LENGTH
1141n.dia.LAGSCREW
BASED ANCHOR WITHGTH OC
16" •`
21n.EMa... LEN6
O ® 11/4 lin 11/4 11/4 1I/4 '1
® ® 314"APA PLYWOOD
SHEATHING WC. AV. V' •'
1/2'APA RATED SHEATHING C.
GRADE PLYWOOD • H SI' ER
(ALTERNATIVIVE EXISTING
EXISTING
® ® 1/2'APA RATED SHEATHING 2 ; FINISHED BASEMENT V
GRADE—ODD 11/4 C.O.
(ALTERNATVE:711fi"0.5.&) ® 2 3 ell/4
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FASTENER TYPE: SPACING: .:
2x4 DFa2
No 8 WOOD SCREW STS
BASED ANCHOR WITH ID-OC 0 ® e' EXISTING
21n.EMBEDMENT LENGTH 4'
WINDOW SRL 3- • • /• • •• • •• • •• • •
TYPICAL VVINDOW OPENING FA1 v •••d
No.10 stNCHOR WITH
► ^
BA.EMBEDMENT
LEN 17'OC F
PANEL SPAN EQUAL OR SMALLER zm.EMBEDMENT LENGTH
THAN 4 FEET 1/41n.dla LAG CREW •• as• • y j��( �•
BASED ANCHOR WIT}I 16'OC ® ® SLOPE"1/4"PER FOOT PITCH TO DRAIN r,/ •�' "
71n.EMBEDMGTH
TYPICAL DOOR OPENING
ENT LEN
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: TOAPR.1. e,
2-7x4 DF*2 STUDS CONNECTED q^[1 SEPTIC SYSTEM
AND EQUAL OR SMALLER TOGEn1ER WITH STAINLESS STEEL No.8 WOOD-SCREW TRAP HOUSE CROSS SECTION B
OR GALVINTZED BOLTS W/WASHERS BASED ANCHOR WITH 8.00 1
�j to SCALE: 1/4 = 1 -0 "" *..T
THAN 6 FEET an.EMBEDMENT LENGTH 4 Ih
AND NUTS @ 2'-D"O.G 11 1 11 i 1
Na.1D WOOD-SCREWS YfY"
TYPICAL MULTIPLE OPENINGS BA.EMBEDMORW"H e'oc y y`
214.EMBEDMENT LENGTH .'� a l 1 � i i
PANEL SPAN GREATER THAN 6 FEET PLUMBING SCHEMATIC rfiF ,L
AND EQUAL OR SMALLER rE ANLAGSCAEW n V-0"n
&SED ANCHOR WITH ]6'OC
THAN 8 FEET 2I4.EMBEDMENTLENGTH SCALE: 1/8 — 1 -0 DRAWN: Mx i Ms
`+6`�x., � i �� SCALE:
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL , • '� JOB#:
AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING �� ; .
's OF ;4sr �r 8/11/2023
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" �'•' ':"� SHEET NUMBER:
. ,....
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 TD 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. A-9
RHdi�HIOtQB'siS:
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
°
° ENDRAFTER
CRIPPLE STUD WALL STUD
o BOTTOM PLATE
o RIDGE
° 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 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 USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2} JOISTS. UNDER WALL.
Ll
ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER
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 JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. 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 AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
VENTILATION
1 W000 JOIST
SIDEWALL FLASHING
FOUNDATION TOP PLATE
' FINISH WALL AND MOISTURE BLOCKING
2x4 LEDGER BLOC KING
STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
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
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C.
SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT
4" — 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS �, RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ^�,
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 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" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY " " CONNECT TO
ON ALL OPENINGS �`„ ACTION 4" — 6RAFTER RT10 10-3/4 x 18go. TYDOWN 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" 18go. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
2ND. FLOOR WALL OF FLASHING
5p 5p sp
ROOFING LAPS BASE
Illo- FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP 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 Lj
WOOD JOIST �)
TOP PLATE
GIRDER/HEADER
SIDE WALL FLASHING
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST po
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 RAFTERS
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" — 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE
8" — 16" MSTA48 1-1/4"x48" 16 o. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE./& REDUCE BUMP OUTS
g PLATE WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF
ON ALL OPENINGS - PLATE/WALL TO EACH STUD
O
cl
DBL. SILL PLATE I �'— SUB FLOOR
inr j U
TERMITE SHIELD
SILL GASKET i WOOD JOISTS x
NEOPRENE ; main
CONC. SLAB GASKET ^w�. ' 2x6 /2x8 CONTINUOUS WOOD PLATE -
TYP. CONC. FOUNDATION A O
C 6 MIL. POLY V � L
DAMPPROOF EXTERIOR � ' I BOLTED TO STEEL BEAM WITH %�
\, GRANULAR FILL
61\AIL POLY ON EXTERIOR �, 1/2 " DIA. BOLTS @ 48" o.c. STAG. 6 Z
° V STEEL COLUMN
ROOF JACK ��� c '•�`\
- STEEL B EAM ' 0
CONC. SLAB ► V CO2 0
° n \•[a ANCHOR BOLT EMBEDMENT: . vQ r-OU
p ` I 4" x 1/4" x 8" STEEL m r
COMPACT FILL ° POURED CONCRETE: 7" �
BLOCK WALL: 15" TOP AND BOTTOM PLATE
h D n ROOFING LAPS
V ° ° 4 ° 3 FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
KEYWAY FOOTING D /� . •i
c ° �'a ^ 44 CONC. FTG. p 16, < G D' SIDES AND TOP �� 1/2" GROUT
USE WITH 3x3 SQUARE WASHERS
ANCHOR BOLT CONNECTION
`, / cv p IJP
° (USP LB PS58 OR B P583)
I 1 3" STEEL COLUMN
p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I IL
DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC 1
SILL PLATE TO FOUNDATIONTYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING
WHERE NEEDED FOR STRUCTURAL BRACING.
WALL BOTTOM PLATE TO FOUNDATION
SLAB—ON—GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
"V
T�p
SUBFLOORS yQ
CONC. SLAB I I DOOR FRAME
6X6 10/10 WWM GARAGE JOIST �
COMPACT FILL DOOR ?! �,�
USE 2X8 STEEL BEAM �\
FOR BLOCKOUT
4" SLAB
it
' P.T. PLATE W/ 6X6 WMM , e M I 4"SLOPE
DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT Ncn
1/2" AIR S ACE < < ° 7 2" (WITH A NAILING PLATE IF NEEDED) V,
AT END AND ) " e ° n ° :a °° , ° TO BE APROX. 1/2" OR HIGHER THAN (y
�,Z;•,\ AtOES OF WOOD D ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE 'QK
GRADE ° Q ,^=--n------«-----� 4 Q 4 r, BEAMS —_
Q _ 4 _ '' ° D I I. I I-1 I I-1 �i I e d �e e e I (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
6X6 W.W.M. "e e " c' D 0 o II-II—ITI-T IIE
12 D ,'D D D n 4 /! i • NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM —Iii SUB FLOOR
MIN. �'� o
NOTCH EQUALS 1/4 DEPTH OF BEAM I — e D
• d REINFORCING BAR . D a REINFORCING BAR ° �I 01ST
DRAIN TILE If ►I o s° SHEET METAL 30 FELT UNDER BEAM AT POINT I ' L- 'A �° ° �e ° `
/ # �('I STEEL BEAM
12' p. OF CONTACT WITH CONCRETE OR CONC. BLOCK "hII_I11=111�ILI �_lii_ii� ,^ .�"
o• c 3" PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'A ASHIMS TO LEVEL BEAM r"
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT t 14
BEAM POCKET � �. `'- ;�•� �' �,
>ar�r�a>mr�s:
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
G, Eh, 1J, ERAL ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1). RIDGE-TO-RAFTER ASSEMBLY:
1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING BUILDING HEIGHT (SEE PLANS)
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 TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
TOP PLATE 10'WALL:4-8d COMMONRAFTER
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) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING 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 TO TOP PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL
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 FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES
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 PEP.TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
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 STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180
Sound and a 'weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PEF.TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING)
OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180
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 ATTICS WITH FIXED STAIRS FLOORS U360
meets current federal, state, count and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in INTERIOR(LIGHT FRAME) STEEL WALLS 5
y g TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) L/360
connectors in BLOCKING EACH TOE
These des 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 FIRE ESCAPES 40 CEILINGS (GYPSUM) L/240
co
should co adhered to even if invariance with the plan. studs shall be attached to a common member in the floor assembly with uplift CONCRETE WALLS (6"THICK) 85
2 - 8d COMMON GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
accordance with table 3.3. TO RAFTER END NAIL EACH END VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 200016s RIM BOARD GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS (PLASTER,STUCCO) H/360
).WALL ASSEMBLY TO FOUNDATION: TO RAFTER
3). Dimensions shall take precedent over scaled drawings. 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240
(DO NOT SCALE DRAWINGS). 4END NAIL
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
STAIRS 40
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
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 QTY 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 TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
nOpecific 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 COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all
TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
5). Refer to the Window and Door schedule for exterior openings. corners. 4 -16d COMMON
INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 - 16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
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
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and HEADER TO 16" O.C.STUD O.C. NAIL Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
FIRE PROTECTION
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 FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
16d COMMON SMOKE & CO2 DETECTORS
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 COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION
8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE To: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL
length adjustment factors in table 3.16. END JOIST OR BLOCKINGFOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD
1). The General Contractor and Mason to review plans, elevations, details and notes to
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING:
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL
2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES MODERATE SLIGHT TO _
QTY. SPACING 20 PSF 130 6 SEVERE 3 FT. 17 NONE
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 COMMON PER TOE TO HEAVY I MODERATE
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). An new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE
Any g g with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES
AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
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 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 6" O.C. SEE NOTES: 1,3
5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST END NAIL
poured on ,4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY:
inch thick. A11 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: EACH TOE INTERIOR ZONE Sd COMMON @ 6" O.C. d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTHFIELDS)
to be minimum 3-1/2 p y 3 - 16d COMMON NOTE: 2 FOR PANEL FIELD
anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
6" maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSSt8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3
along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP 3 - 16d COMMONEACH FACE
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES
DECK AND COVERED PORCH NOTES: TO BEAM JOIST ON LEDGER 3 - 8d COMMON PER TOE
JOIST NAIL
7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END
All fasteners, hangers and anchors to be alvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL 44
the below grade portion of exterior walls prior to backfilling. g g 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,
BAND JOIST TO: 2 - 16d COMMON 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.
SILL OR TOP PLATE FOOT SEE NOTE: 1
Girders on concrete piers shall be 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. tit
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOFSHEATHIN For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. [
1). All framin techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL
g q P P g g 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Q-n, SPACING 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 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft.
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.
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. I WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. 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 NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
g P 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION
�� TY. SPACINGEE NOTES: 1, 3 ( BOTH FIELDS) �
otherwise. Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts Q 4 EDGE ZONE 8d COMMON @ 6 O.C.O8d COMMON @ 12 O.C. NOTE: Z FOR PANEL FIELD ', 4 Q-0
00
where needed. GYPSUM 7" O.C. EDGE
4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE 18d COMMON @ 6" O.4
8d COMMON @ 12" O.C. SEE NOTE: 3
Bearing w�111 headers to have (2) jack studs and (2) full length studs on each side ofall6). Concrete piers shall be a minimum 6" above grade.
openings. LVL headers to have (3) jack studs and (2) full length studs on each side WALL SHEATHING.
NOTES
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 Pp g
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 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 OT -
b PP q�1
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMONAS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall -
5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. Mr-
anchors
M
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 file installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 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.
WALLBOARD 10 O.C . FIELD
on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails.
7). Provider 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. 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 runningu roof rafters are to be supported b 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.
P PP Y state code and manufacture's recommendation for maximum hole size and spacing permitted.
where applicable unless otherwise noted. STRUCTURAL PANELS 8d COMMON 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. s
V OR LESS 12" O.C. FIELD (5.7 SQ.FT.2ND. FLOOR)
HVAC SYSTEM NOTES MIN.44"SILL-AFF (�
9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists NOTESNYS 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)
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 requirements. 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. t'
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. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
Y levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. .a�..
CDX exterior sheathingrade plywood. Plywood to cover over plates and headers. 1'
g P Yw Y P 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
„ 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,
Contractor and owner for final review and approval. is nailed 3 On-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
over subflo or as per manufacture's instructions, such as shear Tates, 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. `
1). All electrical to be installed as per N.Y.S. Residential Construction Code. P P 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 ceiling and floor level,to resist the free passage of
13)
All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. *
ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. :Y" 'g
to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE.
3). All electrical work to comply with 2014 NEC.
14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or
and Carbon Monoxide detectors throughout per section R314
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors g as
torch down type material over. and R315 of IRC. r
and wood in contact with concrete to be pressure treated. Sill plates to UNLESS OTHERWISE NOTED,OVERHANGS TO BE 16", EXTERIOR FIBERGLASS COLUMNS TO BE HB&G
16). All sill plates a
FASCISM,RAKES TO BE 1X8.FRIEZE BD TO BE 1X10 OR A . NWA r�
-r-tex termite shield ora roved equal. E t �
be installed with a foam sill gasket and cop PP APPROVED EQUALINSTALL WITH CAP
q GENERAL CONTRACTOR TO VERIFY WITH ARCHITECT AND BASES.USE WITH FLASHING CAPS TO
CLARIFICATION PRIOR TO INSTALLATION COVER TOP �' ,ffi #
, rS 8 3
A41FOR C