HomeMy WebLinkAbout50935-Z TOWN OF SOUTHOLD
"Pr BUILDING DEPARTMENT
"°a4 TOWN CLERK'S OFFICE
+ ;n 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#: 50935 Date: 7/11/2024
Permission is hereby granted to:.
Gavalas, Lambros
145-39 19th Ave
Whitestone, NY 113570303
To: construct additions and alterations and to legalize "as built" bathroom to existing
single-famly dwelling as applied for. Additional certification may be required.
At premises located at:
4545 Rocky Point Rd East Marion
SCTM # 473889
Sec/Block/Lot# 21.-1-19
Pursuant to application dated 5/21/2024 and approved by the Building Inspector.
To expire on 1/10/2026.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $940.00
CO-ADDITION TO DWELLING $100.00
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $36.00
Total: $1,076.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 ltt ./ wvvw, otl�loldtown� . oa
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Onlyt
PERMIT NO. � � Building Inspectors
-A'z"11-
MAY 2 1 ?0
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
I!,
Owner's Authorization form(Page 2)shall be completed. „ k (
Date:5/14/2025
OWNER(S)OF PROPERTY:
Name:Lambros Gavalas SCTM# 1000-21-01-19
Project Address:4545 Rocky Point Road, Greenport
Phone#:917-559-8972 Email:lambrosgavalas@yahoo.com
Mailing Address:4545 Rocky Point Road, Greenport
CONTACT PERSON:
Name: Michael Hand
Mailing Address: PO 1256, Mattituck, NY 11952
Phone#:631-965-1947 Email:michael@mchdesignservices.com
DESIGN PROFESSIONAL INFORMATION:
Name:James Deerkoski
Mailing Address:260 Deer Drive, Mattituck
Phone#:631-774-7355 Email:drive-shares-dm-noreply@google.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
El New Structur i ddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $150,000
Will the lot be re-graded? ❑Yes iiNo Will excess fill be removed from premises? ❑Yes BNo
1
PROPERTY INFORMATION
Existing use of property:Single family dwelling Intended use of property:Single family dwelling
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40 this property? ❑Yes 1@No IF YES, PROVIDE A COPY.
❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(pri name)." e e SCh acher BAuthorized Agent ❑Owner
Signature of Applicant: Date: 6S—/; /�0
STATE OF NEW YORK)
SS:
COUNTY OF ) inrOL
being duly sworn,deposes and says that (s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the 4 ,"
(Contract Agent)Corporate Officer, etc.)
of said owner or owners,and is duly authorized to peFarm or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
I.
day of mad 20 Tim -.9
tary Public
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW Y(JRK
PROPERTY
the applicant is not the owner) IED NSUFFOL C
VAT OWNER "µlI�'GRI .'ri '
. ..._...__ ., QUALIFIED W+k SI,�FI�'O'LI�COUi*i7�'
CO WS ION EXPIRES JLWE W,2416
(, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
rta
Building 1e artinent Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I
v residing at l/?3?
(Print property owner's name) (Mailing Address)
...... do hereby authorize &CMIE R�
(Agent)
to apply on my behalf to the
Southold Building Department.
(Ow r' tgn e) (Date)
........
(Print Owner's Name)
SITE DATA
PROPERTY: 15000.05 SF 0.34 ac
ESTIMATED AREA OF 2000 SF
GROUND DISTURBANCE:
100-00,
DESCRIPTION: AREA LOT COVERAGE:
N070 05' 2011 HOUSE w/GARAGE 1628.8 SF 10.86% M H
FRONT PORCH 170.7 SF 1.13% IJ
Design Services
�) REAR STOOPS 46.5 SF 0.31 %
�•-•-•-•-----•-•---•-•-•--- - -
TOTAL: 1846.0 SF 12.3%
I I I I I
i I j I
I EXISTING I EXISTING SHED i ''� www.mchdesignservices.com
TO BE REMOVED DEMO:
EXISTING SHED 121.0 SF phone:
I I SHED I i - (631)298-2250
O EX.TREE HOUSE w/DECKS: 114.0 SF
0
email:
L _ _ _ _ J / A, michael@mchdesignservices.com
O I leM1 I O PROPOSED: AREA LOT COVERAGE:
/ ` ADDITION: 376.1 SF 2.51 %
I PROPOSED
TOP SOIL COMBINED TOTAL: 2222.1 SF 14.81 SF
LOCATION
PROPOSED\ I
I \ / ) METES AND BOUNDS: SURVEYOR: AERIAL LAND SURVEYING
J CONCRETE I j DATE SURVEYED: MARCH 10,2024
I I WASHOUT SCTIM: 1000-21-01-19
! LOCATION
FLOOD ZONE.X ZONE. R40
j --._ ELEVATIONS REFRENCE: NAVD 1988
,- - �- DW JJ _ GFA CALCULATIONS
LOCATION: AREA:
'EXISTING PATIO J '^ J J
titcZ ,�l,t PROPERTY: 15,000.05 SF
ON GRADEp
I 1 1 �,� (280-207d)GFA PERMITTED: 2725 SF
EXISTING:
j I EXIST: I / �� . STOOP 1 �� SITE PLAN 1 STORY HOUSE w/GARAGE: 1628.0 SF
TREE,. J J
HOUSE 13.3 i STOOP CH, �.�_ 20.9' 1-
{ r SCALE: 1" = 10'-0" 2 Vol
I 1 PROPOSED: V ,
1 1 S EXISTING TREE HOUSE 1ST.FLOOR ADDITION 376.1 SF
I I I' ;; ,�
TO BE REMOVED I _ _ ,I � !
NEW 2ND. FLOOR: 719.3 SF
'kd z
a ° ° TOTAL GFA: 2723.4 SF
L - - z - O
I 6 PROPOSED EXISTING
i I
2 STORY ] STY. HOUSE
EGRESS i
:ADDITION I°1 I i, s WELL
EXISTING
1 L PORCH - - - - - - - - - - - -
10.0 27.7' N I. „ -� Z p4
I Ind / L W O
^4
0 9
2 3.1' 3
EXISTING 0 _
0E]
9 EX.CONC.ON GRADE -
IMPERVIOUS - LLLJ V) 1.4 �4
DRIVEWAY
z > P4
0
I PROPOSED EAST ELEVATION 0 Ln
SCALE. 1/8 - 1 0 �y r I.•� Ln
All 01-
W Q0 L
° o00 0 STORM WATER MANAGEMENT DETAILS [�
Q LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL
2"RAIN PER HOUR PROVIDE: CAPACITY:
"1[�\ NEW ROOF AREA: 774 SF 129 CF (1)B'dia.,4'deep 169 CU.FT.
W OGEE GUTTER-STANDARD S"
NOTES:
O 1).EXECUTION:
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
2).PREPARATION:
A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
/ B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
ACHIEVING 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,
I C N ST RU CTI 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN,
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.
,! ENTRANCE a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
v 1 ACCESSORIES.
B),ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP]DINT
4 070
05'
20"
CONNECTORS.
3)CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL
E100000
CONNECTION WATERTIGHT.
DRY WELLS TO BE 10'MIN. 4).FRO,CTION:
AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
COMPLETION.
0, e
Y O O
DRAWN BY: M H
OlNT ROAD 5/11/2024
PROCKy
SCALE: SEE PLAN
f �FNEW SHEET NO:
yo
� -p. e••, 1, �
�O 725 ��
� J
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
— — — — — — — — — — — — — — email:
michael@mchdesignservices.com
/ I
I
I
M
Ell
00F] 000
I�
My
Q
a
0 - -0LU
Luuu UU
Lj
77
0
W
PROPOSED EAST ELEVATION U
z
SCALE: 1/4" = 1'-0" LLJ w O
F--I
O
WE. z
P4 z
cn o 9
P-40
�>q a
tJ� '4 � w
z
U w
O
o � Lr)
� Lr)
0
o-
0
a oo
�C
DRAWN BY: M H
5/11/2024
PROPOSED NORTH ELEVATION
SCALE: 1/4" = 1'-0" SCALE: SEE PLAN
SHEET NO:
OF NE�V
oE_E,� 0
� � fro �
r Q.
0 w
�O ?5
���� ssl N��
CJ
M C H -
Design Services
vvww.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
- a
o _
�C
- oC
�O
UC V i
HOC
y
PROPOSED WEST ELEVATION �---
SCALE: 1/4" = V-0" w
U �
Z ix
LLJ w A O
Q � �
O
W H z
P4 z
� OP4
o a O
Vol �4 w
U w
Z O
o -g� Lr)
� Lf)
o
0
a
DRAWN BY: M H
PROPOSED SOUTH ELEVATION
SCALE: 1/4" = V-0" 5/11/2024
SCALE: SEE PLAN
SHEET NO:
�P )F EE O
S
CL
0 LU
BOA...
�1 Dom'
U�SSION�
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
B
13'-4"
ol 3'-1011 6'-411 3'-2"
-
---------- ------- ------- --------- -_
I a °
1 14 r-----------------------------
----
I 1 4 p
I '• I 17 ''
#4 BAR @12"0C � I
(TYP)
EXISTING , I `I- _ _ -a. -_ --------- , _ _ ,.---- .,,,, _- ----._..___--.._. _ _ _____.._ ,. _ __ __
1 t BATH _ nn . nn P
I Q I r � p { Iln Q nn r
I 1 f ® I nl1 Iln P
I : I f „ ; IIII IIII WELL r
I i I d r I IIII O IIII r
I P' 1 j p m I II11
I111 k
I _' I ........--------,.
P +.a e IIII IIII r
I I � .� � � � � � .�„J • IIII IIII r
f II
IIII II11 1
1 � 1 II - a ' IIII I111 A
I � I
_ IIII IIII t
IIII 1
II ,' CUT DOWN EXISTING - ° ° nn
CONC.WALL TO BE
nn O
CUT DOWN EXISTING �-r-" � FLUSH W/EX.SLAB ' ° EXISTING
d ' CONC.WALL TO BE - " ; _ .._-._
FLUSH w/EX.SLAB __--_--_ ° BASEMENT
1 • I IIII p
I P I 4 � ———————— M IIII IIII t
1 1 I 1 ——————— ° IIII 111 I Y
A �`�° as FORMER GARAGE ___=____ A
PROPOSED GARAGE "" 1111 U d r nn
4"C SLAB.REINFORCED 10/1
w/10/10 6X6 WMM OVER r --------
CRUSHED GRAVEL OVER : 2X8 FJ (&16"OC ` - - - - P fillfill IIII Y
COMPACTED CLEAN FILL Y 111 -------
PITCH ' W O
b ' t 2X6ACQ PLATE ATPERIMITER. a ______-- ° -- - -- - -- - ---- ------ ---------- ---------- '----`. fill
I I , ' a ...—,.a d r--lul_^_®�--......--- ------------—----- -,....
TO OH DOOR l/8":12" r �- �I
ON SLAB FOR FJ.ADJUST AS
- - --- -- - . __. _--- ----- -__._ . _ , REQUIRED s - - y - 1�
fill
fin , ly
I �a I 1 1 , m' If
c ; : CUT DOWN EXISTING
9 CONC.WALL TO BE o
1 I FLUSH w/EX.SLAB_ r ^ (N ,.. .. _ - ---- -__ ' --._-< ' iiii '
Y EXISTING PORCH - , __------ __- -, fill I"I
I I I Y r 0
o TO REMAIN t % - P Y _ + ° All '^ ^ -
#4 BAR @12"OC r e (CUT/REPAIR AS REQ.) a e 11 r " fiii ^ �,/J F+I O
j' m'P) EXISTING OH DOOR TO BE REMOVED i o : Pnl \.i�
a /'\
EXISTING#4 BAR Q12"OC '
; till
d --- F-- --- i ------------------ Vol
---------- -----+ p' _� BASEMENT
1 ,
1
I �> _� - _ I v.C.•a v _ •C,. A_�"_�,._. o_e _...v _.C _ a-�•_�_ �.,a ..•.v, A•1 � 1 N ' .__lui__� '
IIII O W
——————————————————————————————————————————————————————————————————————————————— — (III L /y
I y IIII — t w
�� � VV//
2'-411 9'-4" 16'-0"
1 , r 8 t IIII - - _ _ ` 1
27'-811 15'-2" , P n„ T _.-_`_"v�.'�-' a��� m��
IIII if 3 P
_ _ __ -_ .. � .. .: �''-' •"` -� g IIII 8 8 r
+ ..A• I IIII I S 9
I m ! Y
a
1 1 IIII —_:-�.— -'--.®_..e A _ �. _. : _ 4..
W411 f __I_ __ _— . _ .. .. . ,
PROJECT NORTH JI__=,=- ,
S N B
' In1
, nn
, —1� Ilfl
I a a Inl
I n r In1
E , r IIII
5 ce lIV -
Y . -- -----_ nil
nu e
nil
e kill '
1. TOP OF NEW FOUNDATION TO MATCH EXISTING. 5. FOOTINGS TO BE 16"X8", REINFORCED WITH ;
(2) #4 REBAR. BOTTOM OF NEW FOOTINGS TO
2. NEW FOUNDATION TO BE 8" POURED CONCRETE. BE MINIMUM N BELOW GRADE AND ON Iw E
INSTALL 5/8" ANCHOR BOLTS (MIN. 7" EMBEDMENT) UNDERSTURBED SOIL WITH A MINIMUM CAPACITY
AT 36" OC AND WITHIN I' AT CORNERS AND OF 2000psi.
Illf A
IIII q
INTERSECTIONS. ANCHOR BOLTS TO HAVE 3X3
IIII ,
WASHERS WITH NUTS. 6. EXISTING SLAB TO REMAIN 1N FORMER GARAGE. NEW 111
I I11 g
SLAB AT EXTENSION AT CONDITIONED SPACE TO BE r
r nn r
3. SILL PLATE TO BE 2X6 PRESSURE TREATED AND INSTALLED MINIMUM 2". NEW GARAGE SLAB TO BE REINFORCED
OVER TERMITE SHIELD AND SILL SEAL (TYPICAL). ON GRADE AND PITCHED TO OVERHEAD DOOR. d I111 '
0 nu
d II11 Y
d 4
4. APPLY BITUMINOUS COATING TO WALLS WITH _--..-_ -- --- --- ___.-_.. -- - ------.- ------_---_______ __ ____f_
CONDITIONED SPACE WHERE APPLICABLE.
PROPOSED FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
DRAWN BY: MH
5/11/2024
SCALE: SEE PLAN
F. N wr SHEET NO:
DEE
072.:,
A��O`ESStON°�
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
B
13'-4"
PROPOSED ADDITION
7'-011 6'-411
STOOP
(2)2X10 HDR o (2)2X10 HDR STOOP
\ (VERIFY)
TW30410 DHP56410 TW30410
BATH (REPLACE EXISTING WINDOWS)
No. 2 MUDROOM -
3-1/2X3-1/2 PAR AL_ (D?
o I I o r — r —
O COLUMN w/H 45min.FIR ATED DOOR O
61L
E DOWN ANCH w/SELF-C SING HINGES N JEN
AND EL JAMB
J �: Ev ;; # -- ----- (4)2X4 I I I
LL , z
POST I I I I
�� ON �3)9=1/2 LVL FL $H " e Ems-. - L — J L — J
Id--------
_ CN 00 0
O N N ? EX. LIVING ROOM
oo j I --------- 00
0 p /8'TYPE-XFIRE-RATED DINT OM -' __
= HEETROCK ON WALLS C _________ EX. KITCHEN
`' J AND CEILING d W
A :o C� < _' -- --------- �-1
'Q � O N
N W
J11 -IF 6 0 ®O --------- ' ' 6'-4'/2" 21-711
.. Z
I ' � 1 W O
O - ® � - - - _ _ �I
---- - - --- -- --- ® ®� z - A
1
P OVER
6 o
F0 ® O BASEMENT DOOR TO BE SOLID-CORE ENTRY
® 0 -- W BELOW
O ' ' WITH WEATHERSTRIPPING AND SWEEP �J
' 3-1/2X3-1/,2 PAR i W F----11
COLUMN:w/H i VI/2-M-WOOM 1 "
< z
DOWN ANCH R ®� =E O _J
w
13'-0" 131_g11 ^ EX. PORCH EX. BEDROOM No. 3 p-+ O
E - PROPOSED Vol �-4 Z
r , w
2 2X10 HDR (2)2X10 HDR N ADDITION EX. BATH No. 1 `./
9'-0" TW3046-2 EXIST. O 9 w
HALL �I
0
loe 7'-0" 13'-6" 7'-211
----------- -oil tn
0 qt
di
27'-811 •—•• Lr)
PROPOSED ADDITION
W
5 N PROJECT NORTH B
E .�.
STOOP
1. 2X4 STUD WALLS @16"OC (TYP). 6. FINISHED FLOORING AND TRIM AS
STOOP p SELECTED BY OWNER.
No-2 MUDROOM 2. 1/2" SHEATHING EXTERIOR, 1/2"
DRYWALL INTERIOR (GARAGE TO BE 7. PAINT AND FINISHED PER OWNER.
L _, E E
as�� 5/8" TYPE-X). EX. BEDROOM No. 2 EX. BEDROOM No. 1
8. PROVIDE ELECTRICAL WALK THROUGH
REMOVE EXIST[
W"`� 3. INSULATION PER ENEGY CERTIFICATE WITH OWNERS PRIOR TO INSULATION TO
O LIVING DINING WITHIN PLAN SET. CONFIRM LIGHTING LOCATIONS, OUTLETS,
KITCHEN LAN OUTLETS FOR COMPUTERS/ ROUTERS,
GARAG 4. EXTERIOR SIDING PER OWNER WITH SWITCHES, etc. SMOKE AND CO DETECTOR(S)
`• ' UNDERLAYMENT. FLASH AT ALL TO BE INSTALLED PER CODE AND INTER-
EXTERIOR OPENINGS. CONNECT WITH HOUSE.
5. APPLY SEALENT, CALULKING, etc. AT ALL
r'_RTMOVE EXISTI17G M.DOOR�� PORCH BEDROOM No.
0 EXTERIOR FRAMINGFOR BLOWER DOOR
TEST AS REQUIRED.
No.1
PROPOSED 1ST. FLOOR PLAN
SCALE: 1/4" = 1'-0"
DRAWN BY: MH
5/11/2024
EXISTING FLOOR PLAN BEDROOM No.2 BEDROOM No,1
SCALE: 1/8" = 1'-0" SCALE: SEE PLAN
NE�v� SHEET NO:
O
C x, W
O 0�'2 02
A �
�U ss1
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
B
2 7'-8"
7'-0" 18'-6" 2'-2"
TW3046-2 TW2432
DBL.2X8 HDR DB .2X8 H R
16'-8" 6'-1' '_ "
FF]
Ln
o -
_ =
M Lu N oo N BATH
W J r-
m �
7'-0" CL
^�
rn
---------j = W
AJ --------- A
N FAMILY/ FITNESS ROOM ---------
o --------- W O
----°---
O
C W H
0L _ x P4 z
V X 2X12 DF#2 C1 a16"OC (NON-STORAGE) n x
"' J (INSTALL 2X4 HANGERS(SEE SECTION) m
o
P-+ O^ -
P-
Ln 271-1" "n
V W
DBL.2X8 HDR DBL.2X8 HDR O W
TW3046-2 TW3046-2
7'-2" 13'-4" T-2" It
27'-8"
B W
s N PROJECT NORTH
E
1. 2X4 STUD WALL @16"OC (TYP). 6. FINISHED FLOORING AND TRIM AS
SELECTED BY OWNER.
2. 1/2" SHEATHING EXTERIOR, 1/2"
DRYWALL INTERIOR. 7. PAINT AND FINISHED PER OWNER.
3. INSULATION PER ENEGY CERTIFICATE 8. PROVIDE ELECTRICAL WALK THROUGH
WITHIN PLAN SET. WITH OWNERS PRIOR TO INSULATION TO
CONFIRM LIGHTING LOCATIONS, OUTLETS,
4. EXTERIOR SIDING PER OWNER WITH LAN OUTLETS FOR COMPUTERS / ROUTERS,
UNDERLAYMENT. FLASH AT ALL SWITCHES, etc. SMOKE AND CO DETECTOR(S)
EXTERIOR OPENINGS. TO BE INSTALLED PER CODE AND INTER-
CONNECT WITH HOUSE.
5. APPLY SEALENT, CALULKING, etc. AT ALL
EXTERIOR FRAMINGFOR BLOWER DOOR
TEST AS REQUIRED.
PROPOSED 2ND. FLOOR PLAN
SCALE: 1/4" = 1'-0"
DRAWN BY: M H
5/11/2024
SCALE: SEE PLAN
SHEET NO:
f` F: NE k
An
Ci ruj
cur'
0.
A�O` 'Ss �P�
� J
M C H -
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
B
--------- ..-.,_- m —
--------- --- --
.• 1 e e a p b'
D
12
4 v l
2X10 DF#2 RR 0,16"OC } a�
1 y P
P W a pl
f 1 8 9 l i
P pn
... ..... . . ....,...
Iz p z�t
1' 9
LL IW W I' I �T1
LL ,. W lJJ
,t W _o III
W t W J 9 114 Fyy
A 1 W pl A
W J WI _J
� ® � 1 Wi W
j t y Wr
T W 1 x 5 Wf A
LJJ
O
t 1 p WI
"D A W
1+ I p ii
1p 1 W -0t u
n P / n r ■ ,
t 12
Ip p p pi W
4 t W' '� 1'/'�,
III 1 1
fll �I
1, 1 111 H
t11 f't
I' I flt
1 1 III
2X10 DF#2 RR(a16"OC 1 11
IZP � � a
r1 a 1 P-4 Z
p y, 0 W I' p p kl
It / p pl
," d y. r �
o � Ln
6"OH(MATCH EX.SOFFIT) Ln
Ln
B Q
1.REMOVE ROOF OVER EXISTING GARAGE.
2.BUILD NEW ROOF OVER PROPOSED 2ND.FLOOR.
W
S N PROJECT N 0 RT H 3.INSTALL 2X6 COLLAR TIES @48"OC.
4.ROOF SHEATHING TO BE MINIMUM 1/2"CDX.
E 5.INSTALL NECESSARY FLASHING AND EDGING AS
REQUIRED BETWEEN NEW 2ND FLOOR,NEW ROOF,
AND INTERSECTIONS.
6.APPLY ICE&WATER BARRIER ON NEW ROOF.
INTERSECTION,BETWEEN SIDE WALL AND HOUSE
ROOF TO BE FLASHED MINIMUM I'UP WALL AND 1'
OVER EXISTING SHEATHING.
7. FASCIA AND RAKE BOARDS TO BE 1X6 AZEK
B.ROOFING TO MATCH EXISTING(VERIFY w/OWNERS).
PATCH AND REPAIR EXISTING AS NECESSARY.ROOFING
TO BE INSTALLED OVER 30#FELT UNDERLAMENT WITH
ICE&WATER BARRIER ALONG PERIMETER TO CODE.
PROPOSED ROOF PLAN
SCALE: 1/4" = V-0"
DRAWN BY: MH
5/11/2024
SCALE: SEE PLAN
C)1- NE-:�-v y p SHEET N O:
D�-E,
i�
fleLLI
nipF�s NPR
M C H
Design Services
Generate by REScheck-Web Software
Compliance Certificate
ASPHALT ROOFING OVER 1z www.mchdesi nservices.com
4� 11-7/8 LVL UNDERLAMENT,FLASHED g
RIDGE I 1/2"CDX SHEATHING phone:
Project 4,545 ROCKY POINT ROAD ?k7ORR (631)298-2250
2X4 HANGERS 2X4 HANGERS @76"OC
@16"OC (TYP) @16"OC(TYP) email:
Energy Code: 2018 IECC - - michael@mchdesignservices.com
OVER TO ' ' 2X12 CJ @16"OC
I I
Location: Greenport, New York MATCH EXISTING
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number: ICE AND WATER BARRIER,
ALONG ROOF AND WALL O
All Electric false - MIN.1'EACH WAY,FLASHED o0
Is Renewable false _
Has Charger false
Has Battery: false
Has Heat Pump: false
3611h RAILING 2X4 STUD WALL w/1/2"CDX
3/4"SUBFLOOR SHEATHING
- -- 1/2"SHEETROCK(2ND.FLOOR),
9-1/2 TJI 110 FJ @16"OC/ / I ` � 9-1/2 TJI 110 FJ @16"OC 5/8"TYPE-X(1ST. FLOOR)
(2)9 1/2 5/8"TYPE-C SHEETROCK ON SIDING,AS SELECTED BY OWNER,
Construction Site: Owner/Agent: Designer/Contractor: L L WALLS AND CEILING WITH UNDERLAYMENT
EXISTING HOUSE +I
Compliance: 1.1%Better Than Code Maximum UA: 185 Your UA: 183 Maximum SHGC: 0.40 Your SHGC: 0.31 d
E
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. v
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the SpE!Cified climate zone must meet the minimum energy code insulation R-value and depth requirements. :1
3/4"SUBFLOOR rn 2X6 ACQ SILL PLATE OVER
Envelope Assemblies 2x8 FJ @1- _ SILL ETERMITE AL(TypLD(TYPICAL)
• EXISTING • 4"PC SLAB,REINFORCE
• �� CUT DOWN EX.WALL WITH 10/10 6X6 WMM •� ��
�lfi ad.E.�•� 61 d 2X6 PT PLATE FOR NEW ENTRY 6- O
�!it f terIla �lell a( ► FASTENED TO b. ; E
TING BASEMENT 8"PC WALL r„
,• EXISTING •� SLAB •� �.
Ceiling: Flat Ceiling or Scissor Truss 719 30.0 0.0 0.035 0.026 25 19 �:• EXISTING EXISTING _
e; 16"X8"FTG
Wall 1: Wood Frame, 16" o.c. 514 20.0 0.0 0.059 0.060 27 27 4•L (2)#4 REBAR r ,
v Door: Glass Door(over 50%glazing) 33 0.300 0.320 10 11 6' ••� �j
SHGC: 0.28 61
Window: Wood FraITTe
SHGC: 0.31 30 0.310 0,320 9 10 •e •.d ✓•
r .� �.a. o•e.p. w W
Wall 2: Wood Frame, 16" o.c. 859 20.0 0.0 0.059 0.060 42 43 Q
Window 1: Wood Frame 128 0.300 0.320 38 41
Window
.31 A CROSS SECTION A
�-� 0
Window 2: Wood Frame 14 0.290 0.320 4 4 q $ SCALE: 1/4" - 11-011 w Z
SHGC: 0.31 -
Floor 1: All-Wood Joist/Truss 286 21.0 0.0 0.044 0.047 13 13 ` ^
Floor 2: All-Wood Joist/Truss 352 21.0 0.0 0.044 0.047 15 17 P-1 �{
P-q 0
Project Title: 4545 ROCKY POINT ROAD Report date: 05/11/24 �>q a
Data filename: Page 1 of 2 V , � � Z
V W
Z 0 w
0 � Ln
1-3/4X11-7/8 LVL RIDGE r �"I Ln
z° � v
0• O 0• 0• 2" 0• 0• O 0• 2" ® ® ® ® ® .�•r
2„ 2X 0
11/4 1 1/4 1 1/4 11/3
RR @16"OC Q
V AV. '
W.C.
SH
0 O O ® • •
2x12 C1 @16"OC
FASTENER TYPE: SPACING:
3
No.8 WOOD-SCREW
BASED ANCHOR WITH 16"OC
21n.EMBEDMENT LENGTH
No.10 WOOD-SCREWS O O 3
BASED ANCHOR WITH 16"OC
21n.EMBEDMENT LENGTH
O
_L
1/91n.dia,"'CREW t 1/4T"a ,
1 va 11R 114J t Vs 1114 Do
BASED ANCHOR WITH 16"OC
tin.EMBEDMENT LENGTH 3'h RAILING
SINKV 3/4"
W.C. BA H
SHE APA PLYWOOD
SHEATHING kd,
n1/2"APA RATED SHEATHING c.o.I11/a C.0 I z t 1/4 (2)9-1/2 LVL
GRADE PLYWOOD o(ALTERNATIVrT:7/16"O.S.B.) ® • •• • •
1/2"APA RATED SHEATHING 4 SUBFLOOR
GRADE PLYWOOD ® O _ -
(ALTERNATIVIVE:7/16"O.S.B.)
LJ
9-1/2 TJI110 @16"OC
• • ®® • • Iva (2)9-1/2 LVL
71
O O
FASTENER TYPE: SPACING: 20 DF*2 Al.
No.8 WOOD-SCREW STUDS WM FA
BASED ANCHOR WITH 10"oc 0
U
WINDOW SILL 21n.EMBEDMENT LENGTH
V7 +I
TYPICAL WINDOW OPENING No.10 WOOD-SCREWS LJ ®• • I .D. -
BASED ANCHOR WITH 12"OC Q
PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH SOLID CORE DOOR w/ w
THAN 4 FEET 1 WEATHERSTRIPPING U
BASE' AN ANCHOR
=00T'P`=TCHTO
00 AND DOOR SWEEP
BASED ANCHOR WITH 16"OC O
21n.EMBEDMENT LENGTH E
® ® ® ® ® TO AC SYSTEM
TYPICAL DOOR OPENING SLOPE"1/4" RAIN 4'C.I. SEPTIC SYS EM OD
TRAP HOUSE
PANEL SPAN GREATER THAN 4 FEET
MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: �0
UDS CONNECTED
AND EQUAL OR SMALLER TOGETHER*WITHH STAINLESS STEEL
No.8 WOOD-SCREW
OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR Wmi 8"OC BLOCK
THAN 6 FEET 21n.EMBEDMENT LENGTH
AND Nurs @ r-B"O.C. _ AS REQ 3/4"SUBFLOOR - - - -
No.ASEDAN WOOD-SCREWS
PLUMBING SCHEMATIC PT PLATE
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC TOP OF FOUNDATION a, 2X8 FJ @16"oc X8 F1
PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH TO MATCH EXISTING • AS NEEDED w
1/4in.dla.LAGSCREW SCALE: NOT TO SCALE . . e: , •• • •• - ;
AND EQUAL F SMALLER BASED ANCHOR WITH 16"oc 8"PC WALL •� . EXISTING QZ EXISTING EXISTING DRAWN BY: MH
THAN 8 FEET 21n.EMBEDMENT LENGTH O d • CL d
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL DAMPPROOF INSTALL LEDGER a
M .• z"SLAB,� TO SUPPORT STAIR b, •�
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING .� HANDRAIL
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" )#4 FTG ^ CUT DOWN EXISTING 0•• e; 5/11/2024
(2
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO (2) BAR STAIRWELL AS REQURED, 4•
COVER GLAZED CONSTRUCTION OCODE).PENINGS IIS NOT A ATTACHMENTTH U STI UTION FOR DESIGN-PRESSURE.RESSURE VIDED.(REFER TAOLL OPENINGS MUST SECTION �HAVE DESIGN-PRESSURE UPGRADES WHERE APP 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. rLICABLE. (REPLACE TIAL GC TO REXISfING)SANID
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. ADJUST CONDITIONS AS EXISTING 31-1'/211+ •` SCALE: SEE PLAN
p� b'
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. NECESSARY(VIF) •. •• ~
FNC(v� SHEET NO:
B CROSS SECTION B d:� 3 DEE&I- 0�,
4 8 SCALE: 1/4 - 1 -0 uJ
w
10
C9
�U�Fi-SS10NP
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.
M C H
Design Services
KING STUDS
° ENDWALL RAFTER WALL STUD www.mchdesignservices.com
• CRIPPLE STUD phone:
o BOTTOM PLATE
(631)298-2250
u RIDGE BATHTUB
° HEADER LEDGER email:
DOUBLE JOIST michael@mchdesignservices.com
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
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL.
RAP A
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STPPLY 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 ( )
HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
/ 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24'OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
` VENTILATION WOOD JOIST
SIDEWALL FLASHING
FOUNDATION '
TOP PLATE BLOCKING
' - - - - - BLOCKING �\
FINISH WALL AND MOISTURE 2x4 LEDGER l
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 "f-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 tC
ONTIN. SOFFIT
ON ALL OPENINGS .' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. / EXT. PLYWOOD 0
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVEGAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. 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" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL r ,
ON ALL OPENINGS KEEP ROOFING NAILS OUT v
' OF FLASHING
2ND. FLOOR WALL -
L ROOFING LAPS BASE W W O
' L+•J
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER O RIDGE CAP OF SAME � F'"I
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT < z
WOOD JOIST P4 z
I--I
O
r TOP PLATE
GIRDER/HEADER Q-I O
SIDE WALL FLASHING WOOD JOIST � �—J
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC . ^ � II��
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD v ,AND RAKES -- PROVIDE HEMMED EDGES SO r , w
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION RAFTERS V w
AS TO FORM DRAINAGE CHANNELS AND C) I4
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2"
ON ALL OPENINGS RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER RIDGE O FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE CONFORM TO SLOPE 4"x48" 16 8" 16" MSTA48 1-1 IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
— o. STRAP AND JACK STUDS /
/ g 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 SUB FLOOR
Q
SILL GASKET - , �—
WOOD JOISTS
`CONC. SLAB NEOPRENE Q
TYP. CONC. FOUNDATION ''.
DAMPPROOF EXTERIOR 6 MIL. POLY V GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE
6MIL POLY ON EXTERIOR V GRANULAR FILL ° 3 I BOLTED TO STEEL BEAM WITH
° V � STEEL COLUMN I \ � 7 �`� � ,
1/2 " DIA. BOLTS @ 48" o.c. STAG.
A
C ONC. SLAB ° d ' ° a - D c'° ° \ v ROOF JACK // I I I��� �. ' „ „ STEEL BEAM
ANCHOR BOLT EMBEDMENT:
COMPACT FILL POURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL
0 'D BLOC K WALL: 15" ROOFING LAPS
�� TOP AND BOTTOM PLATE
° 4 ° 7 '
KEYWAY FOOTING c V FLASHING AT A WITH 1/2" x 6" ANCHOR BOLT
a° ° CONC. FTG. 'p Q'p G u' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� 1/2" GROUT
0 ,�o A 4 ANCHOR BOLT CONNECTION
(USP LB PS58 OR B P583) �.
p REINFORCING BAR I I 3" STEEL COLUMN
DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT
SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
I I SUBFLOOR
CONC. SLAB
6X6 10/10 WWM DOOR FRAME
COMPACT FILL ' GARAGE I Q JOIST
DOOR USE 2X8 STEEL BEAM
FOR BLOCKOUT
' 4" SLAB
P.T. PLATE X` W/ 6X6 WMM \ I I SLOPE
SP 1/2" AIR ACE 1 ° a - 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT
• - ��'� AT END AND .a '7 1 2" p a °• n
(WITH A NAILING PLATE IF NEEDED) DRAWN BY. MH
• - �,yt ES OF WOOD , ° ° TO BE APROX. 1/2" OR HIGHER THAN
GRADE ° ;'-'-n--'--'<<-----� BEAMS ° . ( STEEL M TO ALLOW FOR SHRINKAGE
C"."
° ° �' - I— I ° ° S BEAM
4 a o ° PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
6X6 W.W.M. QQ �12„ , 5/11/2024
MIN. ,° ° Q'p �'p �`� ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM _1 II—U- SUB FLOOR
•a • REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM '1=I D c ° 1—I SCALE: SEE PLAN
. D REINFORCING BAR o , -11 ° �° °•u �o ° I I—I I 11 OIST
DRAIN TILE I _i 1�-7-7 d
12' ° "° / # L I Im$ STEEL BEAM
�� SHEET METAL 30 FELT UNDER BEAM AT POINT ° L�'n �° � �° °
e OF CONTACT WITH CONCRETE OR CONC. BLOCK _M—M—ITi=1T1=ITI—iTl_ li-
a.° c 3" PLATE (BOLTED TO BEAM) SHEET N O°
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •° ° SHIMS TO LEVEL BEAM � F=
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. / y
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT Z'�Ps r Eke O�
BEAM POCKET
w
OA �'25,
�O SS10
GE:" NERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS:
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 M A H
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) D e s ig n Services
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 TO TOP PLATE 10'WALL: 4-8d COMMONJOIST (UNIFORM
) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES www.mchdesignservices.com
State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD PSF)R301.5 hone:
construction details and procedures to ensure a professionally finished, structural) the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM- SBC LAP NAIL ( DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 P
P P Y Y P g g g UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 (631)298-2250
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 email:
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 michael@mchdesignservices.com
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 INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM- SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER,STUCCO) L/360
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CEILINGS L/240 CONCRETE WALLS (6"THICK) 85 (
accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
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. 20001bs 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) L/600
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40
construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION 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 boltDESIGNED FOR EXPOSURE C
specific use expressed or implied in the use of these tans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( )
p p p ' p P g P P g� 2 - 16d COMMONLOAD 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 PLATE FOOT SEE NOTE: 1
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
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 24" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
NAIL O.C. m.:
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD FIRE PROTECTION Sy SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
v ,
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, FOOT SEE NOTE: 1,2
END JOIST OR BLOCKING
1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT O
7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES �.,
2.4.4.2 and 2.2.4 respectively.
- QTY. SPACING MODERATE SLIGHT TO
17 NONE
3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 8d COMMON PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY 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). Any new concrete walls being attached existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with #5 re-bar, 18" long at 12" o.c..
.. Use approved epoxy for installation. SHEATHING LOCATION NOTES
3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
2 - 8d COMMON O
5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3
9 CATHEDRAL CEILING ASSEMBLY: W
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs )� SEE NOTES: 1 BOTH FIELDS � A
o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O. . 8d COMMON 12" O.C. ( ) A
to be minimum ,3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON@ @ NOTE: 2 FOR PANEL FIELD
6" maximum lift:; (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
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.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 I� O
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL W
8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES W [--�
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE 3 - 8d COMMON •.
7). 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. Z E-I
N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL O 1�
1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, �`/� � O
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. -V a
8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1
into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. F H ATH 1 2). Tabulated 12 inch o.c. nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. �/
P g g g � W
FRAMING NOTES g For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. V W
1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL O
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. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For g
below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. O Lr)
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: [ �] I'
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: 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 SHEATHING LOCATION AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD NOTES
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS)
where needed. 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD Q
4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7 O.C. EDGE
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 18d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3
openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING:
openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES
openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire NAIL NAIL
to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking whE-re applicable. QTY. SPACING
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS 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.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE
6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.
WALLBOARD 5d COOLERS 10 O.0 . FIELD
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. ) P g� g
" 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
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 state code and manufacture's
2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. acture s recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES V OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ.FT.2ND. FLOOR)
9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF
under all bearing'walls. NOTES:ES� NYS Residential Code R302.11 -FIREBLOCKING REQUIRED
1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations.
needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED 1N SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs.
3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing
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 Pl_400 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. �p
members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces DRAWN BY: M H
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. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of i i
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. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 5/11/2024
to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. I INCLUDING SUBFLOOR,IS COMPLETE. SCALE: SEE PLAN
14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC.
- 1= NEw SHEET NO:
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&C,be installed with a foam sill gasket and co r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP c�P -; EF,� O
g P- PP q -p
AND BASES.USE WITH FLASHING CAPS TO O
COVER TOP
Cr
w
J
�U'�SS1C