HomeMy WebLinkAbout51525-Z 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#: 51525 Date: 01/08/2025
Permission is hereby granted to:
Evan Giniger
230 W 78th St #9B
New York, NY 10024
To:
construct additions and alterations to existing single-family dwelling as applied for per DEC Non-
Jurisdiction letter,ZBA&Trustees approvals with flood permit.
Premises Located at:
315 Fleetwood Rd, Cutchogue, NY 11935
SCTM# 137.-4-14.1
Pursuant to application dated 08/27/2024 and approved by the Building Inspector.
To expire on 01/08/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition &Alteration $586.00
CO-RESIDENTIAL $100.00
Flood Permit $150.00
�'w4ti
Total $836.00
Building Inspector � ����
+` y TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
4'4��ow' O",
Telephone (631) 765-1802 Fax (631) 765-9502 k tt a, : r v.sc ertl�olcfto��nt1 !. gy
Date Received
APPLICATION FOR BUILDING PERMI5
Elut
car`Office Use Only
E
PERMIT E7. Building I nspectaar:
Applications and forms must be filled out in their entirety. Incomplete
a
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: Evan Giniger =CTM
1000- 137-4-14.1
Project Address: 315 Fleetwood Road, Cutchogue
Phone#: 917-913-3539 Email: eginger@driglobal.com
Mailing Address: 230 W. 78th Street,Apt. 9B, New York, NY 10024
CONTACT PERSON:
Name: Lisa Poyer, Twin Forks Permits
Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946
Phone#: 631-644-5998 Email: lisa@twinforkspermits.com
DESIGN PROFESSIONAL INFORMATION:
Name: Mark Schwartz &Associates
Mailing Address: 28495 Main Road, PO Box 933, Cutchogue, NY 11935
Phone#: 631-734-4185 Email: mksarchitect@optonline.net
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: JEmail:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ERAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other
Will the lot be re-graded? Dyes IANo Will excess fill be removed from premises? ®Yes ONO
1
PROPERTY INFORMATION
Existing use of property: Single Family Residence Intended use of property: Single Family Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes [XNO IF YES, PROVIDE A COPY.
R 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 na e): Evan Giniger ❑Authorized Agent IXOwner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF }
Evan Giniger being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the owner of the subject property
(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.
!day
bef re me this
of .. _ _ �20 ^~�
Notary Public
SHARMIN AKTER
Notary Public-State of New York
PROPERTY OWNER AUTHORIZATION NO.01 AK0003049
(Where the applicant is not the owner) Qualified in Bronx county
My Commission Expires Mar 20,9027
I, Evan Giniger residing at 230 W. 78th Street,Apt. 913, New York, NY 10024
do hereby authorize Lisa Poyer, Twin Forks Permits to apply on
my behalf to a own of Southold Building Department for approval as described herein.
Owner's Signature Gate
ellfmll
Print Owner's Name
2
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P
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I
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
DATE: DECEM 3ER 18 2024
PERMIT NO. 10687 ,
ISSUED TO: EVAN GINIGER
I
PROPERTY ADDRESS: 315 FLEETWOOD ROAD CUTCHOGUE
1 SCTM# 1000-137-4-14.1
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on 2ec mn er l ,_2(124,
and in consideration of application fee in the surn of 11 250.QQ paid by l y_pMini r and subject to the Terms
and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the
following:
i
Wetland Permit for the existing 1,047sq.ft. two-story dwelling and to construct a
342.2sq.ft. two-story landward addition; remove existing front porch and construct a
new 65sq.ft. front porch; existing 440sq.ft. seaward deck; existing 24sq.ft. outdoor
shower; existing 360sq.ft. detached garage; and to establish and perpetually maintain a
25' wide no fertilization vegetated non-turf buffer along the landward edge of wetland
vegetation; and as depicted on the site plan prepared by Mark Schwartz & Associates,
received on December 13, 2024, and stamped approved on December 18, 2024. G
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,
and these presents to be subscribed by a majority of the said Board as of the day and year written above.
Mt
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NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Division of Environmental Permits,Region I
SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790
P:(631)444-03651 F:(631)444-0360
www.dec.ny.gov
NO PERMIT NECESSARY &
NOTIFICATION OF ENDANGERED SPECIES JURISDICTION
i " '0 LH
October 16, 2024
Evan Giniger c
230 W 781h St
Apt. 913
New York NY 10024
Re: Application #1-4738-03993/00005
Giniger Property — 315 Fleetwood Road Cutchogue
SCTIVI #1000-137-4-14.1
Dear Applicant:
The New York State Department of Environmental Conservation (DEC) has completed
a review of your proposal to construct a 2-story addition to the existing residence, a new
porch and install drywells. All proposed work is located greater than 75 feet from the
Tidal Wetlands boundary and conforms to the Tidal Wetlands Development Restrictions
under 6NYCRR Part 661.6, as shown on the site plans prepared by Mark Schwartz and
Associates, dated 2/1/2024.
Based on the information you submitted, DEC has determined that the project is listed
in the Tidal Wetlands Land Use Regulations (6 NYCRR Part 661.5 #50) as a use not
requiring a permit. Therefore, no permit is required under the Tidal Wetlands Act (Article
25) of the Environmental Conservation Law.
Be advised, any additional work or modification to the project as described, may require
DEC authorization. Please contact this office if such activities are contemplated.
In addition, DEC has documented the summer occurrence of the Northern Long
Eared Bat (NLEB) (Myotis septentrionalis), a species listed as "endangered" by
both Now York State and the US Fish &Wildlife Service, within 3 miles of the
project location. We have determined that tree cutting at this location between March
1 and November 30 of any calendar year may result in the"take" of these endangered
species within the meaning of Environmental Conservation Law (ECL) §11-535. The
term "take" is defined in part as the direct killing or injury of individual members of a
protected species, interference with critical breeding, foraging, migratory or other
essential behaviors, or the adverse modification of the species' habitat. The "take" of a
species listed as endangered or threatened is prohibited in the absence of a permit from
this Department issued pursuant to ECL§11-535. In order to avoid an Endangered
t/'NEW Department of
f YORK
�—' TATE Environmental
I Conservation Page 1 of 2
Species "take" or the need for an incidental take permit, no tree cutting activities
can be conducted at the project site between the dates of March 1 and November
30 of any calendar year. If you have questions about the presence of protected
species on or near your property, the potential effects of activities on these species or
your responsibilities as a landowner or project sponsor under the Endangered Species
Regulations, please contact the Regional Wildlife Manager at (631) 444-0310.
Please note that this letter does not relieve you of the responsibility of obtaining any
necessary permits or approvals from other agencies or local municipalities.
Sincerely,
vG
Kevin A. Kispert
Permit Administrator
cc: BMHP
Lisa Poyer
File
Page 2 of 2
_.,., ., ��."
FACE° T
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The Northern Long-Eared Bat Needs Your Help!
Please be advised that DEC has documented the summer occurrence of the
Northern Long Eared Bat (NLEB) (Myotis septentrionalis), a species listed
as "endangered" by both New York State and the US Fish & Wildlife
Service, within 3 miles of your property.
Northern long-eared bats (NLEB) are primarily forest-dependent insectivores. Bats
consume approximately 3,000 insects per day, including mosquitos and crop pests. They use a variety of
forest habitats for roosting, foraging, and raising young. In general,any tree large enough to have a
cavity or that has loose bark may be used by the bats for roosting or rearing young.The dramatic
population decline has been caused by white-nose syndrome; a disease caused by an invasive fungus
that ultimately causes hibernating bats to starve to death over the winter. A 98%decline in the
abundance of NLEB has been observed since 2006.
DEC has determined that tree cutting at your property between March 1 and November 30 of any
calendar year may impact the bats in your area and may result in the direct killing or injury of individual
members of this protected species, interference with critical breeding,foraging, migratory or other
essential behaviors, or adverse modification of the species' habitat(these activities are defined as a
"take" by the Environmental Conservation Law). The "take" of a species listed as endangered or
threatened is prohibited in the absence of an incidental "take" permit. An incidental Take permit is
subject to additional Department review and approval and must establish a Net Conservation Benefit to
the species which will contribute to its recovery in New York State.
To avoid the possibilily of an Endangered Species "take" no tree cutting activities
except for removal of hazardous trees presenting an immediate threat to human life omr
property, may be conducted at your project site between the dates of March 1 and
November 30 of any calendar year.
Depending on site conditions, an individual tree or very small trees may be cut at any time of the year
without resulting in a "take" of endangered/threatened species or their habitat. Regardless of time of
year, any proposal for large-scale tree clearing (10 acres or more)will require coordination with the DEC
and US Fish and Wildlife Service. If you have questions about the presence of protected species on or
near your property,the potential effects of activities on these species, your responsibilities as a
landowner or project sponsor under the Endangered Species Regulations, or the need for an incidental
take permit, please contact the Regional Wildlife Manager at (631)444-0310.
Please note that if you received a DEC Permit with this NOTICE, any new project on your property may
require additional DEC permits. For information contact the DEC Division of Environmental Permits at
(631)444-0355.
For more information on the Northern Long-eared Bat, please visit.
htt s: wwn�w d .nv v animals/106713.html
For more information on protective measures required for Northern Long-eared Bats when a project
occurs within occupied habitat, please visit: htti2s://www.dec.nv.gova animals/106090.html
April 2024
I n *t J0 %
The Northern Long-Eared fat Needs Your Help! v �
Please be advised that DEC has documented the summer occurrence of the ,
Northern Long Eared Bat (NLEB) (Myotis septentrionaiis) a species listed
as "endangered" by both New York State and the US Fish & Wildlife '°�
r 6�i;I
Service, within 3 miles of your property. n��1
Northern long-eared bats NLEB are primarily forest-dependent insectivores. Bats ���t��T�,,,%
g (NLEB) p Y p
consume approximately 3,000 insects per day, including mosquitos and crop pests. They use a variety of
forest habitats for roosting,foraging,and raising young. In general, any tree large enough to have a
cavity or that has loose bark may be used by the bats for roosting or rearing young.The dramatic
population decline has been caused by white-nose syndrome; a disease caused by an invasive fungus
that ultimately causes hibernating bats to starve to death over the winter. A 98%decline in the
abundance of NLEB has been observed since 2006.
DEC has determined that tree cutting at your property between March 1 and November 30 of any
calendar year may impact the bats in your area and may result in the direct killing or injury of individual
members of this protected species, interference with critical breeding,foraging, migratory or other
essential behaviors, or adverse modification of the species' habitat(these activities are defined as a
"take" by the Environmental Conservation Law). The"take"of a species listed as endangered or
threatened is prohibited in the absence of an incidental "take" permit. An incidental Take permit is
subject to additional Department review and approval and must establish a Net Conservation Benefit to
the species which will contribute to its recovery in New York State.
To avoid th .o ii illlmt of a cile "take" u��tr e gtt actiuvit'(L
gAE.eptr for remove( of hazardous t �° rftl a ... iatte threat t. ..,.I1LA is lifer-:
: pq,q M . e conducted at t r, ect site etWg n.the dato of March 1, are
Novernber 30 of� �a� V iir ea iu.
Depending on site conditions, an individual tree or very small trees may be cut at any time of the year
without resulting in a "take" of endangered/threatened species or their habitat. Regardless of time of
year, any proposal for large-scale tree clearing (10 acres or more)will require coordination with the DEC
and US Fish and Wildlife Service. If you have questions about the presence of protected species on or
near your property,the potential effects of activities on these species,your responsibilities as a
landowner or project sponsor under the Endangered Species Regulations,or the need for an incidental
take permit, please contact the Regional Wildlife Manager at (631)444-0310.
Please note that if you received a DEC Permit with this NOTICE, any new project on your property may
require additional DEC permits. For information contact the DEC Division of Environmental Permits at
(631) 444-0355.
For more information on the Northern Long-eared Bat, please visit:
h11 s• www.dec.n ov anirnals 106 '13nhtrnl
For more information on protective measures required for Northern Long-eared Bats when a project
occurs within occupied habitat, please visit: htt° s: www.dec.ri M ov 'ariirnals 106090.I i:mI
April 2024
S�Sa�
REVISIONS:
SITE DATA
PROPERTY: 24,585 SF 0.564 ac
PROPERTY WETLANDS: 2089 SF
BUILDABLE PROPERTY: 22,496 SF 0.516 ac
ESTIMATED AREA OF 2000 SF -
GROUND DISTURBANCE:
AREA LOT COVERAGE:
FLOATING DOCK EXISTING:
N 77022'26" E HOUSE: 1,047,4 SF 4.66
29.74' o �I PORCH: [56.0 SF] [REMOVE]
DECK: 440.2 SF 1.96%
S 87 4057 E
000 1) O.D.SHWR: 24.0 SF 0.10%
N 65048'03" E 8.54'
DETATCHED GARAGE: 360.0$F 1.60%
'111:039.76' BIWOODD TOTAL: 1871.6% 8.32%
RMA��
WOOD �
VOA�p9 20091
RAMP DESCRIPTION: AREA LOT COVERAGE:
PROPOSED ADDITION: 342.2 SF 1.52%
PROPOSED PORCH: 65.0 SF 0.29%
I
I' 3' TOTAL: 407.2 SF 1.81 %
DOCK �Pp� , EDGE OF COMBINED TOTAL: 2,278.8 SF 10.13% Z
\LAWN O
l -
-2 6 s a / / - - 1 METES AND BOUNDS: SURVEYOR: NATHAN CORWIN ~
- / -
- � SCTM: 1000-137-04-14.1
EDGE OF_ - / STORM WATER MANAGEMENT DETAILS
LAWN / DATE SURVEYED: FEBRUARY 12,2009
/ ELEVATIONS REFRENCE: NAVD 1988 W
100%RUNOFF AT DRYWELL DRYWELL
/ (y LOCATION: SF AREA: ZONING: R40(NON CONFORMING)
O � 2 RAIN PER HOUR PROVIDE: CAPACITY:
NEW ROOF AREA: 600 SQ.FT. 100.2 CU.FT. (1) 8'dia.,3'deep 126.8 CU. FT. FLOOD ZONE: AE 6/X
rn
m
/ M Q
/ GFA CALCULATIONS Z
OGEE GUTTER-STANDARD 5° LOCATION: AREA:
NOTES: r/1
PROPERTY: 24,585 SF
1).EXECUTION:
KQl 4/ A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. WETLANDS: 2,089 SF
I 2).PREPARATION: BUILDABLE PROPERTY: 22,496 SF O
A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
_ B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
EDGE OF WETLANDS FLAGGED BY / / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. (280-207d)GiFA PERMITTED: 3,599.6 SF
TWINFORK PERMITS ON AUGUST 14,2024 / ( C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
METALS WITH PROTECTIVE BACKING PAINT.
3.INSTALLATION: EXISTING 1ST.FLOOR: 1.047.4 SF
/ I A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. EXISTING 2ND. FLOOR: 996.9 SF
1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN,
\S 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. TOTAL EXISTING: 2,044.3 SF
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
ACCESSORIES.
B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. PROPOSED 1ST. FLOOR ADDITION: 342.2 SF
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL PROPOSED 2ND. FLOOR ADDITION: 342.2 SF
/ CONNECTION WATERTIGHT,
TOTAL PROPOSED: 684.4$F
DRY WELLS TO BE 10' MIN. 4).PROTECTION:
A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
4 AWAY FROM HOUSE B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL o 0 COMPLETION. TOTAL GFA: 2,728.7$F
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REVISIONS:
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REVISIONS:
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SHEET NUMBER:
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REVISIONS:
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REVISIONS:
DECK
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JOB#:
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SHEET NUMBER:
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WALL LEGEND REVISIONS:
----------------
--------------J WALL TO BE REMOVED
EXISTING WALL
I
NEW WALL
- - - - - - - - -- ------a NOTE:
f ,
DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL
- [INT.:2X4=4-1/2",2X6 = 6.1/2",EXT.:2X4=4-",2X6= 6"1
' -----' '-----' DIMENSIONS OF NEW WALLS ARE FROM STUDS
' ---'------------!--- --' ------------ --'------------'-- '
_' '-- '_ _______ 1 _ '♦ I [EXT./INT.:2X4 = 3-i/2",2X6= 5-1/2"
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V, 1 01 11 d 1 II , "-
EXISTING I ;
N _ I T-- EEC--LIVi1� lDINING A; --
KITCHEN , �_-� -�`" ' h 1 ,I 1 r fl T
... ' ! X a ---�..� -- �
to
I ! a EXISTING CRAWLSPACE - Fool
Jill! to
I i
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r , r -, ♦- -, i
I 1 I 1 1 I i
I I I II II N II 11 I' [ II I I I I
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a=REMOVE�XLSTING,BEDROOM---I-1=�=_� �� ' ; ; w w'
m +
- _ -CLOSET AND'DOOR TI II DEN 1 +
REPLACE WITH 5'POCKET DOOR FORMER BEDROOM No.2 Y h
t 1 ,
9 1 + 1 1
UTILITY AT No. 1 -----------
EX.
_ ROOM ------- - - J 4 MIN. (2)9 1/4 1 ! I e
U ML(VIF) N tl a-a t
r _ ` O
II
31-7/9 ML1�LUSH—
1
' p NSTA(.I;SOLID BLOCKING 0
UP. ° i I � I I y II III~ CONFIRM UNDERGROUND ; __. . .. _ _ .__ _
9'-21/211 ", N 3'- 9'-41/z" UTILITIES AND PIPING d UNDER POST BELOW
LII b y=i o ' I p II
C�
A " PRIOR TO DEMOLITION c
RE-F�tJ4ME EXIST.WALL 1 + ACCESS
+ Y + !"1 1
„ AND EXCAVATION +
— — — — o- .........._..T.-- _..._ n.. _-..... ,. .. _ _ ,r .._....- ...... ., q _ s �,_ - - --------..----------
-(2)9-1/4 ML HDR a+ - - - 8 HDR • " - n n m �- *
N ; in U
#5 REBAR + t ?; #5 REBAR,
EXISTING PORCH TO 11-7 8"TJ1230 WOOC1-61 I h -Av d " 0 12"OC is i i: A 1 @ "
I 4Z' 1W7,-
@ \ M tl 12 OC r
� ) ` - (TYP)
BE REMOVED FJ @16"OC —6r� -I-I" d _ ___, 11 � N µ p N"'1' 1_ 36" a- Z Lu w 4 -=inl' \
J
I IM HALL �, - P OPOSED SHO R N W a F , LL1111 ' •
= PROPOSED 2,_6 I I N V 4 �; ; 1 ;
�n I ° I
1: �' + ' BATH No. 2 - 11-7/8"TJ1230 WOOD-1 00111'•., •± _ '�
00 ENTRY 1 ; N 1 d _00 I I 1 FJ @16"Oc
' I 2'6" % w •_ _.Xllplp :-A ._. -- ---- -----------_Z
I •
L Y 1 X^ MIIII: 1 I o•_ -----_-- --- _......_
Z . -CRAWL SPACE i ~ z
® Fl4EEN ® O 1' to IIII - D O
+ Y'�: INSTALL 2"MIN.CONCRETE SLAB ; •, _
',,TOP OF SLAB TO BE FLUSH WITH ~
rX8
cFINISHED GRADE N c w i 17�J FLUSH n v
v v a ; v •�._. ,.. _ - _ - (2)11-_7/8 ML FLUSH BEAM - _ - _I_
-------- B _�3'755 - - —r= - @_y` _ — _ _ — _ u, B • _ __- __ __________ _______ T B ; ---------------------- Y D° Q B �-
V :i a. , h 1 a 0
Q p- + I 6
- - - - - - - - - - - - - - - , ?i N O 91, 1 „ + ,. . 11-7/8"TJ1230 WOOD-I =
PIER
I I Q lx POR H a 1 + p 1 a 2X2tXI'FTG m o. o m
I I N e + N u ti. F1 @ 16"OC Q 1 J R r.
I I w\i a V 11-7 8"T11 30 " a � rl-- N 3'BELOW GRADE o w
j\ P X 141-511 4 -,•- A ,.,_ , I I 'a I RS y 0000
I I •-- (3)2X12 GIRDER "' , P u? I p 1 1 __ '! �o/ r{ t-+ \
1 I �- -'_________________ L' I , W W !� E
I I ' (PAD UT) PROPOSED * ' ° ' ' (3)2X8 ACQ GIRDER f ; x 1 "
L- - ' - -l a ' ADDITION 341.1 SQ 'd `� +u' ^�
12X12 FIG COLUMN BEDROOM No. 2 M a' FLOOD VENTS:1/200 SF
W/6X6 ACQ POST _ ` ; - . ,4 I - -------- INSTALL:MIN. (2) FLOOD VENTS U can �.
-:._ ..
� Ln
------------ ----------- + -------------------------
I D
I I ( 2X10 HDR ` + " d_•�_ -. ',. -. v,a_ __, v v a _•.v. •-- -. ,.�- I N r.
W3------------- ----------- ' + o
II -------------------------------------------- .o
���,��]"1yl�•.��C�:-� >>C�yyJ�'3�i`� EGRESS WINDOWS: ; ; 0" 6'-101/z11 '-0'
I I 5.82 SF CLEAR OPENING
33.7/8"W X 24-3/4"H 't
41-81/411 41-01/411 71-611 7'-611 81-81/211 1 51-01'
I I + r
EXISTING I 10'-8'/2"± 81-8Yz11 151-01' 23'-81/z11 [W.,
GARAGE l i l PROPOSED ADDITION V
I e EXISTING GARAGE tl
! m O
I 1 1.ADJUST WALL HEIGHT AS NECESSARY FOR FINISHED FLOOR V)
1.DEMOLISH EXISTING FRONT PORCH AND EXTERIOR 1 Y TO MATCH EXISTING.
I I SIDING AS REQUIRED RELATED TO PROPOSED WORK. ' ' A
•------------------------- I A
INTERIOR DEMOLITION(IE REMOVE GYPSUM WALLS 2.NEW FOUNDATION WORK TO BE 8"POURED CONCRETE, N
AND CEILING,STUD WALLS,FLOORING,ELECTRICAL, 3500 psi.DRILL AND EPDXY INTO EXISTING FOUNDATION
N PLUMBING,etc.)AS REQUIRED.
WITH#5 REBAR AT 12"OC AND AT FOOTING.
1 1
r I I Y
PROJECT NORTH 2.EXTERIOR WALLS TO BE FRAMED USING 2X4 DF#2. N 3.DAMPPROOF EXTERIOR OF FOUNDATION WITH A
E PLATE HEIGHT TO MATCH EXISTING AT 9'-0". ; � ; BITUMINOUS COATING.
SHEATH NEW EXTERIOR WALLS WITH 1/2"CDX. ; a W E PROJECT NORTH u
S , , 4.SEE PLANS FOR FLOOD VENTS.INSTALL STAINLESS STEEL U)
I I r 1 16"X8"SMART VENTS TO MATCH EXISTING. �/
3.SIDING TO MATCH EXISTING WIITH UNDERLAY. p tl S F4
PER MANUFACTURE INSTRUCTIONS
5.FOOTING FOR CONCRETE WALL TO BE 16"WIDE X 8"DEEP.
PROPOSED 1ST. FLOOR PLAN 4.INTERIOR WALLS,AS SHOWN ON PLANS,TO BE ± 3500 psi CONCRETE FOOTINGS TO HAVE(2)#5
' I I INSTALLED IN SAME MANNER AS EXTERIOR WALLS. ; PROPOSED FOUNDATION PLAN UNDISTURBED SOIL,MINCONTINUOUS REBAR. OIMUM 3'BEOTINGS OL BE OW POURED ON
1 ' SCALE: 1/4" = �1-01d APPLY 1/2"THICK GYPSUM ON WALLS AND CEILING. a � ' h SCALE: 1/4" — 1'-0" �
I ; I BATHROOMS TO HAVE MOISTURE-RESITANT SHEET- —
_ ' ' _ ROCK(SHOWERS,USE CEMENT BOARD).TAPE AND b__.__.. __.-__ " 6.POUR A 2"CONCRETE SLAB PRIOR TO FRAMING.TOP OF
SPACKLE WITH 3 COATS.SAND,PRIME AND 2 COATS
SLAB SHALL BE FLUSH WITH GRADE FOR FLOOD VENTS TO
- -----------------------
OF PAINT AS SELECTED BY OWNER.
OPERATE PROPERLY.
7.INSTALL(2)2X6 ACQ SILL PLATES TO MATCH HOUSE
5.FLOORING,DOORWAYS,TRIM,FINISHES,etc.TO SILL PLATES TO BE INSTALLED OVER TERMITE SHIELD
MATCH EXISTING.
SILL SEAL TO BE SECURED TO FOUNDATION WITH 5i �
6.INSULATE PER ENGERY COMPLIANCE CERTIFICATE Yet !L, DRAWN: MH/MS
ANCHOR BOLTS WITH 3X3 WASHERS AND NUTS,MI ' y � r� +C�
AS NOTED IN PLAN SET.
IMBEDMENT AT 36"CC AND WITHIN 1'OF CORNER. ` df SCALE:
JOB#:
7.INSTALL/REPLACE SMOKE AND CO DETECTORS AS 2/1/24
REQUIRED AND CONNECT TO EXISTING PER CODE. SHEET NUMBER:
A-5
WALL LEGEND REVISIONS:
-' -- -- .--------------,
L--------------i WALL TO BE REMOVED
EXISTING WALL
NEW WALL
------- NOTE:
DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALI
[INT.:2X4 =4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6 = 6"1
DIMENSIONS OF NEW WALLS ARE FROM STUDS
EXT. INT.:2X4= 3-1/2",2X6 = 5-1/2"
7-77 77
7 EXISTING DECK EXISTING DECK
7 z r
G Ex'�'N 3 L��A_TH N—:oJL
IS
11 $ / 1 • 1 $ 1 rl a j
EXISTING LOFT
PRIMARY BEDROOM
(ENLARGED)
----------------
LINEN
VERIFY SMOKE AND CO DETEC OR
IN GOOD WORKING ORDER ND
CONNECTED TO SYSTEM z
3'- IT-11/2" 0
------ -- REPAIR CEILING ANDS LICE
C?
-CEILING JOISTS AS REQUIRED
-------- --------------
91-811
- II
-----------
EXISTING co WALK-IN
----------
oil BEDROOM No. 3 ----------- CLOSET
---- — — — — — — — —
------- -----------------
----------
.. .... X Ci lao 6"OC
Q ----------
5'-6"KNEE WALL
----------- L BLT. N DESK(TBD)
t z ---------- m C
%
-511 ----- -
b Ai 61-11/211 11-10 ,It 3'-4" 31111
10,
---------- t
rl (2)X/4'ML Hi5k[
--------------------- - 0
2'4'J lo
o'
6 N I I m N,j
tK4
Lu IMARY
2XI0 RR"C2C L_
r- — — — — I — — — — — -AATH c.?
I Lu
III Lu T.
I — 1 1 4"CLG.H
---------- v T 91-- (.�
REMOVE EXISTING ROOF SECTION --------- -z' (2)2X8
S2
CLOSE OFF AND PATCH EXPOSED ui ;o
x U
F4 No
AREAS WHERE REQUIRED(TYPICAL) -Z ) il,Z? 10'-3" ell No
30X30 30X30 "t It Ntr
x
L — — — _j
SKYLIGHT SKYLIGHT u III�� m
u
I
2XI0 RR MOP"
L__±5 E
12
127 30X30 2X8 Cl I 110C 3OX30
16" 0 SKYLIGHT SKYLIGHT Lu FREE STANDING
OH
16" (2f R
--------- DH V77777777- x
N
I LAV&F LM
<B B
---------- ATTIC
-------------------------------------------
I ACCESS TBD
I AW251 I
I IN FIELD cr,41
ll'-101/2" 51-5" m L 6! 0
12
Lu X
a 0O 0 17' 31/2" 61-211 uj
12 C112
x Cj rr..44 w
Lu
12
rl� . g o
ut un
16' OH 2XI0 RR 016:9" x i5'-6"CLG FIT
go
x Lno
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16" 1
OH
: (2)2X6 HDR it -----
------------ ---------------
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L
16"
AW251 Ln U
OH crn,
ol 71-611 71-611 00 n
C4 � q 3
0 ;4
8t-911 151-011
1.DEMOLISH EXISTING PORTION OF ROOF FOR NEW
PROPOSED ROOF FRAMING.REMOVE SHINGLES,
UNDERLAYMENT,SHEATHING,etc.
2.PROTECT ROOF WITH A TARP,LARGE ENOUGH TO U)
BE INSTALLED BEYOND SCOPE OF WORK.MAINTAIN 1.DEMOLISH EXISTING EXTERIOR SIDING AS
AS REQUIRED DURING CONSTRUCTION UNTIL NEW REQUIRED RELATED TO PROPOSED WORK.
INTERIOR DEMOLITION (IE REMOVE GYPSUM WALLS
ROOFING IS INSTALLED.
AND CEILING,STUD WALLS,FLOORING,ELECTRICAL, u
)AS REQUIRED.
,
3.RAFTERS TO BE 2XI0 DF#2,RIDGE TO BE 1-3/4 X14"ML. PLUMBING, 0
SHEATHING TO BE 1/2"CDX. 1 I ul)
2.EXTERIOR WALLS TO BE FRAMED USING 2X4 DF#2. V)
4. ICE AND WATER BARRIER TO BE APPLIED ALONG THE i PLATE HEIGHT TO MATCH EXISTING AT 8'-0".
N PERIMETER,VALLEY,HIP AND TIE IN WITH EXISTING. N VERIFY VARIOS WALL HEIGHTS AND ROOF ON
FELT UNDERLAYMENT TO BE INSTALLED THROUGHOUT. FLOOR PLATE INSTALLATION.SHEATH NEW
EXTERIOR WALLS WITH 1/2"CDX. 1-4
E PROJECT NORTH. W__E PROJECT NORTH 94
5.METAL EDGING,GUTTERS,TRIM,etc TO BE INSTALLED. �w
S ALL DOWNSPOUTS TO BE CONNECTED TO ADS DRAIN S 3.SIDING TO MATCH EXISTING WlITH UNDERLAY.
PER MANUFACTURE INSTRUCTIONS
PIPE,CONNECTING TO UNDERGROUND DPYWELL.
4.INTERIOR WALLS,AS SHOWN ON PLANS,TO BE
6.SOFFITS,FASCIA,AND RAKES TO MATCH EXISTING.
INSTALLED IN SAME MANNER AS EXTERIOR WALLS. ul)
PROPOSED ROOF PLAN APPLY 1/2"THICK GYPSUM ON WALLS AND CEILING.
7.NEW ROOFING TO MATCH EXISTING,PATCH EXISTING
AS REQUIRED THAT IS RELATED TO PROJECT. PROPOSED 2 N D FLOOR PLAN BATHROOMS TO HAVE MOISTURE-RESITANT SHEET-
SCALE: 1/4" V-0" ROCK(SHOWERS,USE CEMENT BOARD).TAPE AND
------------------- ---------------------- SCALE: 1/4" V-0" SPACKLE WITH 3 COATS.SAND,PRIME AND 2 COATS
OF PAINT AS SELECTED BY OWNER.
5.FLOORING,DOORWAYS,TRIM, FINISHES,etc.TO
MATCH EXISTING.
6.INSULATE PER ENGERY COMPLIANCE CERTIFICATE
AS NOTED IN PLAN SET.
7.INSTALL/REPLACE SMOKE AND CO DETECTORS AS
REQUIRED AND CONNECT TO EXISTING PER CODE. DRAWN: MH/MS
SCALE:
MAW.tt"
JOB#:
2/1/24
SHEET NUMBER:
�i R
A—6
. ..�
j I I
REVISIONS:
Generated by REScheck-Web Software ARCHITECTURAL ROOFING TO MATCH EXISTING 1-3/4X14 ML RIDGE
e e w/15#FELT UNDERLAYMENT OVER 1/2"CDX SHTG. P�� ; L
Compliance Certificate ICE AND WATER BE APPLIED ALONG PERIMETER
PER CODE(TYP).INSTALL PERIMETER EDGING,FACIA,
RAKE BOARDS(MATCH EXISTING.OGEE GUTTERS 2 / 2 CN/1 0
AND DOWNSPOUTS TO BE ADDED AND CONNECTED // (3)9-1/2 ML fX���NG
TO DRYWELL(S)AS REQUIRED (2)2X8 '/y'� (2)2X8 VALLEY
EXISTING
1-3/4X14 ML RIDGE
Project GINIGER zxs c1 @16"oc
Energy Code: 2018 IECC
Location: Cutchogue, New York
Construction Type: Single-family X10 R PRIMARY
Project Type: Addition o ° BATH PRIMARY BEDROOM
Climate Zone: 4 (5572 HDD) oo
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor;
315 FLEETWOOD ROAD 0 '�
CUTCHOGUE, NY — _ _ — 3 4"SUBF OOR
EXISTING
INSTALL NEW 11.7/8 11.7/8 T11230 FJ @16"OC INSTALL NEW 11-7/8 =_■
The Compliance:
Worse Than Cade Index reflects how close to compliance the house is based ��w _ �S- . 4 _��..._._._GC 0.. __.
ML UN ER WALL ML UNDER WALL :1
er Than Code Maximum UA: 104 Your UA: 102 Maximum SHGC: 0.40 Your SHGC: 0.31 HALL DEN
on code trade-off rules. V 1
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
• CEDAR SHINGLE SIDING w/
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade 30#FELT UNDERLAYMENT O
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. _ (OR AS APPROVED BY MFGR.)
O OVER 1/2"SHEATHING
o� 2X4 WALL STUDS @ 16-OC(TYP) BEDROOM No. 2 INSULATION PER ENERGY CERT. LIVING ROOM
Envelc)pe Assemblies 1/2"DRYWALL,TAPED AND SPACKLED
TRIM TO MATCH EXISTING EGRESS WINDOW
s LEE FLOOR P � w
SI�°F -'I i;a� PAIN AS SELECTED BY OWNER =� INISHED FLOOR
�� T MATCH EXISTING
0
FLAT: Flat Ceiling or Scissor Truss 216 30.0 0.0 0.035 0.026 8 6 FF EL 9— _ _ — DEL 2X6 PT SILL PLATES(VIF) N 3/4"SUBFLOOR
CATHEDRAL: Cathedral Ceiling 126 30.0 0.0 0.034 0.026 4 3 w/SILL SEAL,TERMITE SHIELDT 7777L � PJ di'll MEAN EXISTING
SKYLIGHTS; Metal Frame w/Thermal Break 13 0.440 0.550 6 7 � 11-7/8 TJ1230 FJ @16"OC
11 / EXISTING
SHGC: 0,26
1ST. FLOOR: Wood Frame, 16" o.c. 522 20.0 0.0 0.059 0.060 26 26 ;� TOP OF SLAB TO 2"CONC.SLAB � EXISTING EXISTIN �•�
8"PC WALL b BE FLUSH WITH GRADE b d
Door: Solid Door(under 50%glazing) 21 0.280 0.320 6 7 o DAMPPROOF ,d% �
r,
DOUBLE HUNG:Wood Frame m n •� HST • ,
SHGC: 0.31 60 0.300 0.320 18 19 �, n— - - —
AWNING:Wood Frame 16"X8"CONC.FTG. O
SHGC: 0,34 8 0.270 0.320 2 3 (2)#5 REBAR
2ND. FLOOR:Wood Frame, 16" D.C. 256 20.0 0.0 0.059 0.060 15 15
AWNING:
SHGC:0,34 od Frame 7 0.270 0.320 2 2 A CROSS SECTION A Q
FOUNDATION-1ST FLOOR:All-Wood joist/Truss 342 21.0 0.0 0.044 0.047 15 16 3
I'o S SCALE: 1/411 = 11-011
11/4 11/4 11/4 14102UV
E H SH E0.
3 =
�'O' I1/4
11/4 3
Project Title: GINIGER Report date: 12/08/23
Data filename: Page 1 of 2 11/2 11/4
., 1 va r,�1
V.
PLUMBING SCHEMATIC IH E0. FAI.
o ,
SCALE: NOT TO SCALE ' ^ 11�
II/4 3 I CO O I
O
1-3/4X14 GTa
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 4 ML RIDGE rT�
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in TOAPROVED V W O
REScheck'Version : REScheck-Web and to comply with the mandator requirements listed in the REScheck Inspection Checklist. aoPE^va"PER FOOT PITCH TO DRAIN 4,C1 SEPTIC SYSTEM ARCHITECTURAL ROOFING TO MATCH EXISTING I"� w C
P Y Y q p TRAPHOUSE w/15#FELT UNDERLAYMENT OVER 1/2"CDX SHTG.
ICE AND WATER TO BE APPLIED ALONG PERIMETER
PER CODE(TYP).INSTALL PERIMETER EDGING,FACIA, en
Name Title Signature Date RAKE BOARDS(MATCH EXISTING.OGEE GUTTERS 2X8 @16"OC U
AND DOWNSPOUTS TO BE ADDED AND CONNECTED
TO DRYWELL(S)AS REQUIRED
- - - - 12 Mb°
�1
12
w o
O O O O 2" O O O O 2" ® ® ® ® ® 2„ > oo
0
41; o
rf .C)
t\
O O • • • •Cc • ® P aR.
O O �
pa° � � o �
3/4 SUBFLOOR X p
FASTENER TYPE: SPACING: 11-7/8 TJ1230 FJ @16"OC
SOLID
No.8 WOOD-SCREW 0000
SOLID BLOCKING
~ \
BASED ANCHOR WITH 16"OC BLOCKING \
tin.EMBEDMENT LENGTH UNDER WALL(TYP) UNDER WALL(TYP) Z o v
• • ® ••
No.10 WOOD-SCREWS
BASED ANCHOR WITH 16"OC �.
tin.EMBEDMENT LENGTH O O L!� U � �
CEDAR SHINGLE SIDING w/ rnCn
1/4in.dia.LAGSCREW
30#FELT UNDERLAYMENT 00 � Etis
BASED ANCHOR WITH 16"OC (OR AS APPROVED BY MFGR.) N
21n.EMBEDMENT LENGTH Cc ® ®® ® ® OVER 1/2"SHEATHING p o 0 W
0• 0• 2X4 WALL STUDS @ 16"OC(TYP) p
0• 3/4"APA PLYWOOD INSULATION PER ENERGY CERT.
APA RATED SHEATHING
SHEATHING 1/2"DRYWALL,TAPED AND SPACKLED
GRADE
GDE PLYWOOD TRIM TO MATCH EXISTING
O O (ALTERNATIVIVE: ® ®®
AI T Y OWN7/16"OSB) • •
1/2"APA RATED SHEATHING 2'-O'�e" EGRESS WINDOW
GRADE PLYWOOD (SEE FLOOR PLAN)
® O �1.
I (ALTERNATIVNE:7/16"O.S.B.) W
3/4"SUBFLOOR Q1
FF EL 9— _ _ — DBL 2X6 PT SILL PLATES (VIF) 1�
Cc ® ®® ® ® 11-7/8 TJ1230 FJ @16"O 1 w/SILL SEAL,TERMITE SHIELD O
- - - - - (3) 11-7/8MI o
A FASTENER TYPE: SPACING: 2X4 DF#2 2"CONC.SLAB FLUSHe;
No.8 WOOD-SCREW O STUDS TOP OF SLAB TO 8"PC WALL
BASED ANCHOR WITH 10"OC
WINDOW SILL tin.EMBEDMENT LENGTH O b BE FLUSH WITH GRADE b N
TYPICAL WINDOW OPENING No.10 WOOD-SCREWS Cc C. C.• C. DAMPPROOF
rn
BASED ANCHOR WITH 12"OC ✓ P �•i
PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH — - - —
THAN 4 FEET 1/41n,dia,LAGSCREW
BASED ANCHOR WITH 16"OC Q NC. TG.
(2)#5 REBAR
21n.EMBEDMENT LENGTH y TYPICAL DOOR OPENING
PANEL SPAN GREATER THAN 4 FEET 2.2X4MULTIPLEF#2 STUDS
CONNECTED
FASTENER TYPE: SPACING: CROSS SECTION B x
2-2X4 DF#2 STUDS CONNECTED 8 WOOD-SCREW
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No. 1
THAN 6 FEET ORGALVINIZED BOLTS W/WASHERS BASED ANCHOR
WITHLENGTH 8 OC S SCALE: 1/411 = 1 -011
�
AND NUTS @ 2-4-O.C.
No.10 WOOD-SCREWS
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91,oc
PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH
tx.r
1/41n
REW
AND EQUAL OR SMALLER BASE dia.ANCHOR
WITH
Q BASED ANCHOR WITH 16"OC
THAN 8 FEET 21n.EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING '
��+ DRAWN: MH/MS
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16.' `4r � Ch SCALE:
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO t . ;gyp JOB#:
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 2/1/24
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. � SHEET NUMBER:
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.
REVISIONS:
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
lo
RAFTER WALL STUD
ENDWALL CRIPPLE STUD
BOTTOM PLATE
p RIDGE LEDGER B ATHTUB
• • 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 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 TOPJOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
2ND. ADSS 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 �j
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE F�
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 O
I--I
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
rTl
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
CHIMNEY AS REQUIRED
RIM BOARD
RAFTER
SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN
' VENTILATION WOOD
, SIDEWALL FLASHING JOIST
FOUNDATION TOP PLATE BLOCKING
' FINISH WALL AND MOISTURE BLOCKING
` �` 2x4 LEDGER
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 Zi
/ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ 0
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" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ^
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. I--•I
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE ^^
AND SO AS TO MAINTAIN AIR H
8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR CONNECT TO
ON ALL OPENINGS / ACTION 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"06" 18ga. STRAP AND JACK STUDS 8' - 12' RAFTER RT20 21-1/8' x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
2ND. FLOOR WALL OF FLASHING
op op
ROOFING LAPS BASE
' FLASHING 4 INCHES
RAFTER
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING W
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Q
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O O
WOOD JOIST � QO
TOP PLATE
GIRDER/HEADER
SIDE WALL FLASHING
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST
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 tn U
AS TO FORM DRAINAGE CHANNELS AND F-'
INSTALL 4'0' O.C. PREVENT CAPILLARY ACTION en rD
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED v U
ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
/ OVER RIDGERM TO LOPE 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" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS
PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
DBL. SILL PLATE -�
TERMITE SHIELD I y SUBFLOOR CD
SILL GASKET WOOD JOISTS
' M O
CONC. SLAB GA�KETNE -��. ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE rn n v +ems
C 6 MIL. POLY V� BOLTED TO STEEL BEAM WITH o 'n ,�G
TYP. CONC. FOUNDATION /\ �
DAMPPROOF EXTERIOR GRANULAR FILL ° ' I �
6MIL POLY ON EXTERIOR /
\•n 1 2 " DIA. BOLTS 048" o.c. STAG. v
V STEEL COLUMN ' , t� O o
s
•p A ° 4 ° 4 o, o ° \ ROOF JACK ��� ��� a �� STEEL BEAM ,�
V CONC. SLAB '� - ° I ` °' 0)
r°. e A o \.Q ANCHOR BOLT EMBEDMENT: �
4" x 1/4" x 8" STEEL o N
COMPACT FILL • POURED CONCRETE: 7" �` _
V i I i BLOCK WALL: 15" TOP AND BOTTOM PLATE p
Q V ° ° ° o ^ FLASHINGROOFING ` WITH 1/2" x 6" ANCHOR BOLT ai
KEYWAY FOOTING o 4 to V m
e �'� ° CONC. FTG. •4 Q`a G o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �% 1/2" GROUT °`
° ^ (USP LB PS58 OR B P583); 4 ANCHOR BOLT CONNECTION
o • 1.0
`� �y a� cu
I I o W
p REINFORCING BAR 3" STEEL COLUMN
FOUNDATION 5/8" DIA. ANCHOR BOLT I .�
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC
TYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 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 H
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL V
O
r SUBFLOOR
CONC. SLAB I I DOOR FRAME
6X6 10/10 WWM GARAGE I a JOIST N
COMPACT FILL DOOR
USE 2X8 STEEL BEAM
"� FOR BLOCKOUT
4 SLAB
P.T. PLATE W/ 6X6 WMM \ I I SLOPE
4 DRIVEWAY — NOTCH JOIST AND ADJUST HEIGHT
' 1/2" AIR S ACE ` 4 I 4 ° a';, 7 1 cam" • e e e (WITH A NAILING PLATE IF NEEDED)
AT END AND " •,� ° e' , :• , ° , TO BE APROX. 1/2" OR HIGHER THAN
��yc:Q ES OF WOOD STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE ° �► -a-- «-----' ° ° ° , �• -' BEAMS - °, e � ° ° '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
•� e
,� �,•l-'A �" 6X6 W.W.M. - e - -
12 0 ,'c o p 4 4 ° • ' _ 4 ° I WT SUBFLOOR
MIN, r .e c e ^ /1'4 A'4 n'� ° ���NOTCH BEAM FOR MUDSILL iF REQUIRED -- MAXIMUM I - ° e :!
•� 4 • REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM e16 p e o ° II-I I
. �` •� REINFORCING BAR e , _ _ s o OIST
DRAIN TILE �l—►I 1 ° 4 \'
•° d° SHEET METAL / 30# FELT UNDER BEAM AT POINT L• A ° ° � STEEL BEAM •�' '��,,.•,
12" •• OF CONTACT WITH CONCRETE OR CONC. BLOCK _ _lif-ITf-rif-ITI_IIZ— I ►" (`,, '
e•° 3. PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ^ SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. c � A
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT •'" a '
DRAWN: MH/MS
SCALE:
BEAM POCKET ;°. 4 , JOB#:
2/1/2024
SHEET NUMBER:
A- 8
REVISIONS:
CODE: 2020 IRC, 2020 NYS UNIFORM
CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE
GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
ATH CONNECTI O N AND C O N ST R U C T l O N D ETA L L D RAW l N G S SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UND QUIRE EN HAZARDS
WIND LOAD PLOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
MODERATE SLIGHT TO
20 PSF 130 B SEVERE 3 FT. 70 HEAVY MODERATE 11 NONE -
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
SOIL COMPACTION:
4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000#
KING STUDS CAPACITY.
2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL
CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698
4"DIA. MAXIMUM CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO NAME
RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION.
LEDGER
HEADER
RIDGE DECK AND COVERED PORCH NOTES:
1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber.
Z All fasteners,hangers and anchors to be galvinized or stainless steel.
� RAFTER JACK STUDS
2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts
m Girders on concrete piers shall be anchored with proper steel connectors anchored
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete
LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shull z
RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. 0
STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 I 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. 0"'1
ROOF I LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD
5). Flashing shall be installed between the building and ledger. Lapping up the sheathing
and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers
1-1/2"SPACE and nuts at 16"o.c. rT�
MINIMUM 6). Concrete piers shall be a minimum 6"above grade. F-4
RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored
HANDRAILS
to girder(s).
RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. ►-j
9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal
POST for any contact with ACQ.
TOP PLATE
TOP PLATE z
BALUSTERS O
RIM/DECK JOIST ::!! o HANDRAIL NOTES: ~
WALL STUD
OPEN BALUSTER ATTACHED TO WALL WALL STUD 0 All required handrails shall be of one of the following types
or provided equivalent graspability. F•-•I
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an
RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH than 2 inches. If the handrail is not circular it shall have a
CONNECT TO
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH
RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER than 6-1/4 inches with a maximum cross section of
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches.
PROVIDE AN EQUIVALENT GRIPPING SURFACE CONNECT TO PLATES TO EACH STUD
8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4
inches shall provide graspable finger recess area on both
sides of the profile.The finger recess shall begin with a
distance of 3/4 inch measured vertically from the tallest
4"MAX. portion of the profile and achieve a depth of at least 5/16 rT�
inch within 7/8 inch below the widest portion of the Fri
4" DIA.MAXIMUM profile.The required depth shall continue for at least 3/8
GIRDER/HEADER inch to a level that is not less than 1-3/4 inches below the 0 0
tallest portion of the profile.The minimum width of the O
GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a (�
° maximum of 2-3/4 inches. Edges shall have a minimum xj 00
Z ° ° C radius of 0.01 inches.
JOIST POST/COLUMN °
o 1
zo POST/COLUMN W w L7
NAILING SCHEDULE
v� U
GIRDER/HEADER ROOF A I NAIL NAIL K' �D
JOINT DESCRIPTION QTY. SPACING NOTES U
POST-TO-GIRDER/HEADER CONNECTION
STRUCTURAL PANEL gd AS PER TABLE 3.8
LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC
SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TD EACH COLUMN
6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING:
DECK/PORCH RAILING
LOCATION USP NUMBER DESCRIPTION APPLICATION NAIL NAIL
JOIST TO GIRDER/HEADER1 RT10 I TYDOWN ANCHORI CONNECT TO EACH JOIST' HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY. SPACING NOTES
RAFTER TO 8'WALL: 3-8d COMMO EACH TOE-NAIL
TOP PLATE 10'WALL: 4-8d COMMO RAFTER o
CEILING JOIST 8'WALL: 3-8d COMMO EACH +'
TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE NAIL m o
CEILING JOIST TO AS PER TABLE 3.7 EACH FACE °<
���F STU PARALLEL RAFTER WFCM-SBC LAP NAIL co o
° BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE _1 -a
GIRDER OVER PARTITION WFCM-SBC LAP NAIL p- w
COLLAR TIE AS PER TABLE 3.4 EACH FACE ,� v
TO RAFTER WFCM SBC END NAIL C,
° WOOD JOIST f"' '
BLOCKING 2.8d COMMON EACH TOE
" ' TO RAFTER END NAIL ft U
RIM BOARD EACH END U
LEDGER I I r; �? CONCRETE PIER TO RAFTER 2-16d COMMON END NAIL
° GIRDER/HEADER IICq
WOOD JOIST
WOOD JOIST :' _....... :.� ;�=;L •,_:, •",' w 3
,,._'_"' '1 '`;�_::;-�� •� �"•„ WALL FRAMING:
°• ;, tr' 1....,""' ;,�5' JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING
•, • •a DOUBLE 2x TOP PLATE TO PER
FLUSH JOISTS WITH HEADER/GIRDER . TOP PLATE FOOT
����•"'•I � (MINIMUM) W
CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE
LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4 16d COMMO EA. SIDE NAIL
IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS ROD I I 2 BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 2-16d COMMON24" FACE
TO ALLOW FOR SHRINKAGE. ( )
V
REQUIRED STUD O.C. NAIL 0
FOR STU �.(. (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"O.C. FACE
16d COMMON
1. ...••.. HEADER ALONG EDGES NAIL Q'
FLASHING TUCKED UNDER I TOP OR BOTTOM 2 -16d COMMOP I PER 2x4 STUD ENDEm�
TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d C OPIPER 2x6 STUD NAIL N
LAPPED OVER FIRST CONTIN. i BOTTOM PLATE TO: PER
••1................THREADED ROD FLOOR JOIST, BAND JOIST, 2 - 16d COMMO FACE NAIL
PIECE OF SIDING BELOW END JOIST OR BLOCKING FOOT
.
CNW COUPLER NUT
1/2" DIA. LAG BOLTS W/WASHERS POST
CONNECTED TO BLDG. @16"OC STRINGER (' " DECK FRAMING: CAI
16" c MINIMUM
"' v ��""'�' END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES
(2)THRU- { •�� ., ;;:3••••..,,,, QTY. SPACING'+
BOLTS , Z L ;... ' %°•
PB44POST a ' �. ;4, ; p , , JOIST TO: 4 8dCOMMO PER TOE
SILL,TOP PLATE OR GIRDER JOIST NAIL
ANCHOR dia. 1 -�° • '• MINIMYM A
FLOOR FRAMING ,:e c PIER 16"TREAD ,•o' !�• --.. " o s° BRIDGING EACH TOE
2 -8d COMMO ''
o ;, o ' o ENS CatSTANCE 12"x12"x12" v TO JOIST END NAIL
2x JOISTS , •. . :�; ••.• o�. . .•. ,,t;.• - "
CONC.SLAB 4 •. •off?�Q;•Jrsr'�'a�''r'. CONCRETE FOOTING ��
a (ASREQ.) -4 ' t,, , ;„)�..,; y c A (A BLOCKING 2 - 8d COMMO EACH TOE
�, W V A TO JOIST END NAIL „ ,' "! I
BLOCKING FOR JOIST HANGER ' '
• 6"dia. . , '° DECK PIER
BLOCKING TO: EACH TOE +
LAG BOLTS •p e p CONC. SILL OR TOP PLATE 9 PER PLAN 3 -16d COMMO BLOCK NAIL
�k a
3'-0 a- PIER HOLLOW COLUMN UPLIFT
,A
RIM JOIST/BD. ' �9. 9•' SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE
O ' ' DECK POST FTG. CONNECTION 3 -16d COMMO I DRAWN: MH/MS
INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAIL
SCALE:
.ro° LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE. 1
3 -8d COMMO qw. •• JOB#:
4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL
DECKPORCH LEDGER CONNECTION LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER ENDd 2/1/2024
TO JOIST 3 -16d COMMO JOIST NAIL yc+ �� SHEET NUMBER:
BAND JOIST TO: PER ��►���`Q!4'� '
2-16d COMMO TOE NAIL -' ..;�'-- '• '
SILL OR TOP PLATE FOOT `-' A-9
REVISIONS:
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL 'IN4" OTES 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
the number of 10d common nails required JOINT DESCRIPTION Q-n, SPACING NOTES
When a collar tie is used in leu of a ridge strap, q
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
CONSTRUCTION NOTES: (SEE PLANS)
TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 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 1RC, 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
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 FRAMING ELEMENTS
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 L/180
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) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR WALLS AND PARTITIONS H/180
2'). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: INTERIOR(LIGHT FRAME)WOOD WALLS to
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 30 FLOORS
INTERIOR (LIGHT FRAME)STEEL WALLS 5 U360
TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS 8"THICK) 80 CEILINGS (PLASTER, STUCCO) U360
'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
studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS (GYPSUM) L/240
should be adhered to even if in variance with the plan. Y p 2 - 8d COMMON GUARDS AND HANDRAILS 200
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END 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 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 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) U600
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under STAIRS 40
p Y g P P Y NAIL NAIL l-�
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 AI 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 DESIGNED FOR EXPOSURE C
spacing 1s to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( )
specific use expressed or implied in the use of these plans. P g P2 - 16d COMMON
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
4 - 16d COMMON w
E-71
INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
(5). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I 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 COMMON EGRESS 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.
HEADER ALONG EDGES NAIL
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
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 COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 Z
6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FLOOR JOIST, BAND JOIST, 2 - 16d COMMON CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2
1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD I--+
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 Q
LOAD HAZARDS
(MPH)
) CATEGORY DEPTH TEMP. REQUIRED Q
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 Q�
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 COMMO PER 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). An new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE
Y 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
be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING EACH TOE
5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3
poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: BLOCKING TO. EACH TOE ( BOTH FIELDS)
F g g• SEE NOTES: 1
to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C.Ei NOTE: 2 FOR PANEL FIELD Q
anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O. . 8d COMMON @ 4" O.C. SEE NOTES: 1,3
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 3 - 16d COMMONO O
attached with the above requirements. TO BEAM JOIST NAIL >-'
' 8x16 cast iron foundation vent for every 150 sq. ft. of area.
JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES
DECK AND COVERED PORCH NOTES: o
i'). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END W
the below grade portion of exterior walls prior to backfillin All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON F'
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, w W C�7
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. gAuD JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. w x
SILL OR TOP PLATE FOOT SEE NOTE: 1 sn U
Girders on concrete piers shall be anchored with proper steel connectors anchored H
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. M �:)
For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. U
11). All framing techniques and methods as prescriptive design of current SBC High Wind JOINT DESCRIPTION NAIL NAIL
3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. QTY. SPACING
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. 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.
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..
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL
AT PANEL EDGES SUPPORTS IN THE PANEL FIELD CD
NOTES
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS)
where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD
4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD Sd COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. , 8d COMMON @ 12" O.C. SEE NOTE: 3 ° .
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). 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 of WALL SHEATHING: X � ^� a
o m r+ ++
r-1 v O U
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 O X o CZ
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. •d � w 1 1
and blocking where applicable. o 00 -1
QTY. SPACING �,
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 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 8d COMMON WFCM - SBC ) g q '[
anchors where applicable to all connecting joists. PLUMBING NOTES be used. ^.
7/16" OSB 3" O.C. EDGE U M
,6d COMMON °` z En
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 N v
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. o w 3
p p p Y WALLBOARD 5d COOLERS 10" O.0 . FIELD 1Z
on plans. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails.
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. FLOOR SHEATHING:
p g� g
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
provide adequate bracing and plates to protect and secure the structure. Verify with the 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 p q g p p Y QTY. SPACING statemanufacture'srecommendationfor maximum hole size and spacingermitted 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. H
code and o p . 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Q
where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR �•,
HVAC SYSTEM NOTES V OR LESS 8d COMMo 12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) U U
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 U)
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. Fm� IN
needed. 2). HVAC subcontractor is to fully 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 E•l
levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
equipment supplier. feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed
U). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailingrequirements: are based on wall sheathing g g
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) q g 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 wall sheathing V
Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher
1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: shear capacities, nailing; requirements for Structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
members shall be doubled or alternate connectors' 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces a,
over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
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 lnumber 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.
to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE.
}
14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or ���►
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 ..
type ; ,• .,` DRAWN: MH/MS
torch down t e material over.
and R315 of IRC.
SCALE:
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G ' r,`w? JOB#:
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP 2/1/2024
�L;
AND BASES.USE WITH FLASHING CAPS TO
COVER TOP '* QP'•� SHEET NUMBER:
A- 10