HomeMy WebLinkAbout48098-Z TOWN OF SOUTHOLD
rr .". BUILDING DEPARTMENT
n t 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#: 48098 Date: 7/21/2022
Permission is hereby granted to:
Kaminski JT Living Trust
�._ _��............ wwwww........__aa...._...,.__. w_www.WW.._._..w._.�.�....�.wwwww__..r.
3 Pond Meadow PI
Middlefield, CT 06455
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
805 Bay Haven Ln., Southold
SCTM #473889
Sec/Block/Lot# 88.-4-33
Pursuant to application dated 6/17/2022 and approved by the Building Inspector.
To expire on _.....1/20/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,397.20
CO -ADDITION TO DWELLING $50.00
Total: n$1,447.20
Buil ing Inspector
r s h»,
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 ht1)s.�"1� . outl'i a deo a n go>
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use OnlyFf
PERMIT NO. Building Inspector;_...... .......................... !�
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant Is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:June 16, 2022
OWNER(S)OF PROPERTY:
Name:Jim and Jane Kaminski SCTM# 1000-88-04-33
Project Address:805 Bay Haven Lane, Southold
Phone#:205-815-7548 Email:kaminski@kaminengineering.com
Mailing Address:805 Bay Haven Lane, Southold, NY 11971
CONTACT PERSON:
Name: Michael Hand
Mailing Address:PO Box 1256, Mattituck, NY 11952
Phone#:631-965-1947 Email:michael@mchdesignservices.com
DESIGN PROFESSIONAL INFORMATION:
Name:Jim Deerkoski, PE
Mailing Address:260 Deer Drive, Mattituck, NY 11952
Phone#:631-298-5506 Email:jamesdeerkoski@yahoo.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure *Addition *Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $300,000
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes 100 No
1
PROPERTY INFORMATION
Existing use of property:Sgl family dwelling Intended use of property:Sgl family dwelling
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40 this property? ❑Yes *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( ri{nik,, arne):Anne a Schumacher ®Authorized Agent ❑Owner
Signature of ApplicantDate: �1 `
STATE OF NEW YORK)
SS:
w_
CO U NTY O F
r
„,,, sing duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent,Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of -,20L'
Notary ublic
JULIE CURRERI
NOTARY PUBLIC.STATE OF NEW YORK
PROPERTY OWNER AUTHORIZATION Regisinition No.(qCU6215810
Qualified in SuNfolk County
(Where the applicant is not the owner) r*w nai ,jon Expire�;hn.4.20 �
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
i
SCTM # 1000-88-04-33 7A)
DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL:
PROPERTY: 15625.0 SF 0.358 ACRES
ESTIMATED AREA OF 7000 SF M H
GROUND DISTURBANCE: 1
Design Services
EXISTING PORCH 93.0 SF TO REMOVE 5 CY
www.mchdesignservices.com
EXISTING DECK 300,0SF TO REMOVE 5 CY 10 CY phone:
EXISTING SHED 80.0 IF TO REMOVE (631)298-2250
email:
EXISTING HOUSE&GARAGE 2018.0 SF 12.9% - -
michael@mchdesignservices.com
N 37 ° 54 1 10 If 125 . 000 1 PROPOSED ADDITIONS 732.0 SF °
4.6 /0 120 CY 40 CY
PROPOSED PORCH 61.9 SF 0.4% 25 CY 5 CY
PROPOSED DECK 258.8 SF 1.7% 10 CY 5 CY
EXISTING
8'X8'SHED SILT FENCE DRYWELL(S) - 40 CY 20 CY
I ► o
TOTAL: 3150.7 SF 19.6% 246 CY 92 CY
DW
m �
I \ 1
L
METES&BOUNDS BY: R.VAN TUYL,PC SURVEY DATE: 5/9/75
1 I
I GENERAL TO VERIFY ALL LOCATIONS OF ALL EXISTING BURIED UTILITIES,SEPTIC
SYSTEM(S),WATERLINE(S),PROPANE/FUEL TANK(S),etc PRIOR TO
COMMENCEMENT OF WORK ON SITE.
------- -- - GENERAL CONTRACTOR TO UTILITY LOCATION SERVICE(ie 811)TO LOCATE
16.0' / "-' \ EXISTING BURIED UTILITY LINES. O
I I I
O \ i GENERAL CONTRACTOR SHALL ADJUST NEW BURIED STRUCTURES(IE DRYWELLS,
PROPOSED
_ EXISTING DECK i I DW i SEPTICS,etc) LOCATIONS AND REQUIRED SEPARATIONS AS REQUIRED BY CODE.
O I \ o PROPOSED 1 STY. ADDITION o TO BE REMOVED 1 ANY DEVIATION FROM ASSUMED BURIED UTILITIES/STRUCTURE LOCATIONS
/ \\ DECK ~ i '' / ~ _ / I O SHOULD BE BROUGHT TO ARCHITECT'S ATTENTION FOR REVIEW.
O Ii I O GENERAL CONTRACTOR SHALL PROVIDE,INSTALL AND MAINTAIN SILTFENCE,
PROPOSED -
• / \ \ ' I O HAYBALES,DUMPSTERS,PORT-A-POTTY,etc AND MAINTAIN CLEAN WORK SITE.
zi
-- �L-n I TOP SOIL I 21.5' i 32.4'
LOCATION • w
N / W
Lr-H U
1 ILL
_ Ln
J NLLJZ
1
/ — \ EXISTING 1 STY. I 4 W
CONCRETE NEW 2ND, STY. ABOVE
I WASHOUT I
06
/ EXISTING 1 STY. HOUSE I (n
L I p w z z
------- -- -- --- --- -- o6 P4
Ln ro Ln UJINDS N E
Lr) I DW r - - - - -- -- --- - --- --- ----, I DW ► 3z� I--I A
\ EXISTING PORCH TO BE REMOVED I '� Ln �� :Y; z O
Q — PROPOSED I I / —
- -- - - - -- -- - - - - - - -- -- --, N
O I \ 2 STY FRM. 1 / `S4N
N I ADDITION 18.9' ' J I 0 ~J
I Cl*-4'
Ln P1 \ o PROPOSED PORCH o mw� / I l V /� FSI O
v 1 26.8' 26.0' ' 25.0' 28.3' I ..-. � `/ C C�
z I _ _ _ L/) 00_
SILT FENCE WALKWAY F SILT FENCE
I oW
z
W ._..
V)
SITE PLAN �--
1 SCALE: 1" = 10'-011
EXISTING � SILT FENCE O
W G I o
z I DRIVEWAY Q
J
I IW
v
I w
LL
J
I I
I I
CONSTRUCTION ENTRANCE
S 37 ° 54 ' 10 " W 125 . 000 '
ROOF AREA:4001 SQ.FT. E� f
AT 100%WATER RUNOFF:668 CU.FT. 4 r I
PROVIDE:(4)8'DIA.X 4'DEEP DRYWELLS
JUN 17 2022
OR EQUAL CAPACITY I
P C
DRYWELLS CAPACITY.,676 CU.FT.
SU!LDNNIG DEPT.
TOI,Wl OF Snl ITt-1OLD
OGEE GUTTER-STANDARD 5"
NOTES:
1),EXECUTION:
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
2).PREPARATION: DRAWN BY: 1"M I N
/ A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. BAY HAVEN LAN E
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. /AU7/2 O��
3.INSTALLATION:
i
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN.
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND SCALE: SEE PLAN
ACCESSORIES.
B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT
CONNECTORS.
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL
CONNECTION WATERTIGHT.
DRY WELLS TO BE 10' MIN. 4).PROTECTION: SHEET NO:
A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL ! OF NEF
O COMPLETION. `i
DE
0 Ar
t I>=
n w
n' cu
z
OA 502 ��
ROSS
M C H-
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
�C
---.---- mor
moi
I i0 C
- mor
o�
� SOC
NI A
Lu
11 11 i
win M
— — -- 0
_ SOC
l.i.1
�--- W
PROPOSED EAST ELEVATION
SCALE: 1/4" = 1'-0"
P4
W z
w ^
H � A
Z oxo
En �>qPQ
H
Z �D
Von) 0�
Z 00
o 0
0
0
_ _ _ _ - _ - _ - _ _ _ - _ - _ - _ - _ - _ - _ - o
MUM :3 111M:jM �Iu
MUMM
mums IMMMML==7
EXISTING EAST ELEVATION DRAWN BY: MH
SCALE: 1/4" = 1'-0"
6/8/2022
SCALE: SEE PLAN
SHEET NO:
EER O
W
Lki
Z = 2
�C ')1
25 L
C,�
M C H-
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
i
O
O[ I
O
i v 1
nn
DOD(-
gni nC
000�� — O
iLLtULLIZ
000��J
000 W
JL - LL-J F :-- - --
uj-: �u -
Ww
. PROPOSED NORTH ELEVATION
J Q z
SCALE. 1/4 V-0"
W z z
Z oxo
�
V) o~ 0
o
Z 00
0
L�
JUI-I LIIJAI
0
EXISTING NORTH ELEVATION DRAWN BY: MH
SCALE: 1/4" = V-0"
6/8/2022
SCALE: SEE PLAN
SHEET NO:
P�
OF NEyy y
f .r+ ip
m s w
N .rte In.
�O SSIO
M C H-
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
3--D
I
— — N
00
L d
CLI
C
- C
�C
-JuL - - -
77
1777 77 7,
� U
PROPOSED WEST ELEVATION LIJ W
SCALE. 1/4 - 1 -0
< " I
C
W z
P4
w ^
� � A
z � x0
CA �>qH
Z � �
o �
Z 00
0
0
FM
77771
0
EXISTING WEST ELEVATION
SCALE: 1/4" = 1'-0"
DRAWN BY: MH
6/8/2022
SCALE: SEE PLAN
SHEET NO:
NEwl,
1= ul
E�,�O
nay:
2
cP�O 072 2
A��F-SSIONP
J
CC
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
FFF
0
7MIJ !
LI
_LL
�I 11 LEI �CLLI_ J
I
I
n
O
U
W Z
� W
PRO POSED SOUTH ELEVATION --1 Q z
SCALE: 1/4" = V-0"
W �~z Z
w
H � A
z 0
< Cn �>q
Z H
Pq
t!� H O
o �
z 00
V
EXISTING SOUTH ELEVATION
SCALE: 1/4" = V-0"
DRAWN BY: MH
6/8/2022
SCALE: SEE PLAN
SHEET NO:
NES, ,
cr
n tilA 4
0>250
SSI
J
M C H-
Design Services
www.mchdesignservices.com
< <B A phone:
(631)298-2250
email:
211-611 161-011 michael@mchdesignservices.com
6'-6" 6'-6" 6'-6" 71
_611 71-611
1'-0" 11-011 6" -- ' 6° -
t I
--------------------
_______ _ 1 _ _____ _I_
• •y _'--
------- -----------T--U
T----------------------
(4)2X8 ACQ GIRDER (4)2X8 ACGIRDER i
I
•-- ------------------- ------------------ ------------------- --i 12"dia.CONC.PIER II
d (2)2X8 ACQ GIRDER 4 (2)2X8 ACC.GIRDER d (2)2X8 ACQ GIRDER A i w/2'X2'X1'FOOTING ,
E- ----------- -- __ __ - -- --------__ -- 3 MIN.3'BELOWGRADE '
1 � ________=== ==--==-=-====-0 =__==_======= _= it ON UNDISTURBED SOIL I�
' 14"dial.CONC.PIER ' '
I 1 1= =1 1 I
MIN.3'BELOW GRADE '
ON UNDISTURBED SOIL i lw
C - ,� INSULATE UNDER F1s u d i C
o I w.R10 T&G DOW BOARD P ' C
� i IN AND 1/2"EXT.SHTG. " N
O O I v SECURE w/S.S.SCREWS ' N
I
C, 1'V AND ADHESIVE AS REQ. u
cc
m '1
1 I
I I
1 2X8 ACQ LEDGER w/GRACE VYCOR SELF-ADHESIVE FLASHING -� --_;O O
SECURE TO RIM BOARD w/LEDGERLOK SCREWS @ 16"OC i cV fVIt
III III III III III III III 111 III III III
III III III 111 III III III III III III III
'
STA RS'O R-MAIN
III III III III III III III III III III III
III III I11 III III III III 111 III III III
I LALLY COLUMN TO BE NEW F1 00f OV-R
I III III I11 III III III 111 111 III III III
M ---LOCATED UNDER POST
1 III III III I11 III III Iil III III III III
I ABO�/E(VIF) u
ill III III III III III = III III III III III
2XACQ I III III III III III III C.7 III III III III 111
COPPER COATED o
• SILLL PLATE III III III III III III Y III III III III III
TERMITE SHIELD I , u ul ul nl ul III nl
-OVER- p �
#5 REBAR 3'-4/u nnll unll nnll Inn nntl
(V 111
SILL SEAL -
N III III III III III III III III III III III
° � - III III III III III III = III 111 III III III
I u O III III III III III III L:L III III III III III
5/8"dia.ANCHOR BOLEp GRADE TO SLOPE fV 1 9 "' "' "'
w/3X3 SQUARE WASHER AWAY FROM BLDG. I rN-I N fill �1l ,
D X III III III III III III ~ III III III III 111 (-`/�
AND NUT(TYPICAL.) ° I w °0
QQ (^f III III III III III III )( III III III III ill
'N Q FORMER GARAGE III III III III III III N III III III III ill
EQ --- III III III III III III W III Ilt III III ill
J X 111 III III III III I11 � III III III III ill
'�' N III III 111 III III 111 � III III III III I11
D X J III III III III III III � III III III III III
LL QQ n 1 J O III III III III III III III IIII IIII III III
> ,0 O nl III ul nl nl In nl nl nl In nl
11
III III III III ill III III III III III III A / .
Z Lit--i III III III III III __-III •_____ •__--_ 1"�
D III III III III III III III III III ill III
N Q ° III III III III ' 111 ' III III III III 'III III I
1 u
X ILLJ • ------ - ------------------------------ ===CI'1===IIt==DIY===1I]-== ==-SIC==DIY===1L1===171=== IC= =11Y-=== ====i== ==L= _ --------_-_--- l).8"THICK POURED CONCRETE FOUNDATION,3000 psi.VERIFY HEIGHT PRIOR
= 8"PC WALL CLEAN_ o v v • v a v IT, v =d v v -- - -1--- TO INSTALLING FORMS(7'-0"+/-),EXTERIOR OF FOUNDATION TO BE DAMP-
u — a "' a I EX.(3)2X10 GIRDER EX.(3)2X10 GIRDER EX.(3)2X10 GIRDER r1�
FILL a a PROOFED AS PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING.
--- ---------------------------------------------
Do °' #4 REBAR @12"OC z#4 REBAR @12"OC 2).FOUNDATION TO HAVE 16"X8' CONCRETE(2X4)KEYWAY IN FOOTING.
(TYPICAL) (TYPICAL) FOOTINGS TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON Q W
BITUMINOUS UNDISTURBED SOIL(MINIMUM 3000#CAPACITY).GARAGE FOOTING TO BE P4
pe ° COATING MINIMUM 3'-0"BELOW GRADE,ON UNDISTURBED SOIL. �i
% 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. O
> I I u CRAW SPACE TO BE MINIMUM 2"THICK.GARAGE SLAB TO BE 4"REINFORCED
1/2"EXPANSION JOINT , °, o w/10/10 6X6 WMM AND PITCHED TO OVERHEAD DOORS. Imo,
2X4 KEYWAY -
4"CONC.SLOB � #5 REBAR � M EXISTING BASEMENT 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.EXISTING TO VERIFY
• a ' d a D #4 REBAR @12"OC LL FOR DOUBLE PLATES(ADD OR ADUST AS REQUIRED,SILL PLATES TO BE
COMPACTED • • ' (TYPICAL) ry INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL GASKET. �.4
CLEAN FILL Q g I M x O
�
5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, Q
INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A00
MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO
(TYPICAAL)L)
J #4 REBAR BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. z
I I
I I
FOUNDATION DETAIL � °
v 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE O
a I ; BLOCKING AT 8'-0"O.C. ND MIDSPAN.
_ -(3)2X8 FLUSH (MAX.)( )
- - ------------------ -- - --------
rl 161-5Y411 I n --'-- "----------"- 7).PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL
D
201-1011 31-8/u 61-3Y211 6 -3/ EX.(3)2X10 GIRDER
SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS,
1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OFJOISTS(WOOD-I
NEW GARAGE
a N =-_-_-_ ,_- _(3)7-1/4 ML FLUSH=- t _i-,3)7-1/4 ML FLUSH i— — 13)7-1/4 ML FLUSH JOISTS OR STEEL JOISTS).TJI FLAK JACKET TO BE USED IN PLACE OF STANDARD ^r
4"CONCRETE SLAB --_-_--- _ - -=--=--=_-= ----_-=-_-_-_-= =-- -- --_-=-_-- =-=-= TJI WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT NO SHEETROCK.
REINFORCED WITH 1 '
10/10 6X6 WMM = p ° LALLY COLUMN 8).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. u
` a PITCH TO OH DOORS ~ a I J 0 ON 2'X2'Xl'FTG
OVERHEAD EXTERIOR BEARING WALL ABOVE
O 00 ~ INSTALL SOLID BLOCKING uu 9).INSTALL SMOKE AND CO DETECTOR PER CODE. Q
DOOR(TYP) WALL(TYR) co BETWEEN JOISTS UNDE
Q I 2 '> X li N
r o0 WALL(TYPICAL)
• J x 18"-10Y2"
EXPANSION #5 REBAR , m 1 ° 01 01
JOINT NP) @16"OC EXPANSION g _ i ---------------- ----------------------------------------- 00
4"CONC.SLAB_ JOINT(TYP) a •I • d v a d 4 oNEW 8"PC.WALC
MIN.1/8"PITCH 3'-O"APRON +'
— -n DRIVEWAY ° o0 �
CONCRETE
b` ., k V _ ` ) p• to o
g -
�• ,, ` Q ` ` •Z v v 11 O SHELF PORCH #4REBAR@12"OC o WALL LEGEND
TYPICAL
3 I ALL FILL BENEATH CONCRETE SLABS TO BE
-S o [ N COMPACTED TO 95%RELATIVE DENSITY 'I (TYPICAL) zn
6X61010 WWF - � ------------
_ e _
/ .'3 i D 1 OHO
v ASTM D-689.COMPACTION TEST AS NECESSARY. - -
.h- - ow :- ------------------------------------------------------ --' WALL TO BE REMOVED
Lu
B ———————--—-—————--—--—-———-—-—————-—--—--—-—--——-——--— —— m ---——-——-I s _
vpq
EXISTING WALL
(TP) o --------------------------------------------------------------------------- __------------ ------------------------- - ------------
n o , e
------------------------- -I NEW WALL
° Q MASONRY STAIR N NOTE:
• ------------------------- DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL
1'-8" 18'-4" 5'-4" 5'-1%2" 10'-011 4'-5" [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6=6",
le
V-4"MIN. DIMENSIONS OF NEW WALLS ARE FROM STUDS
GARAGE ENTRANCE SECTION 251-411 19'-6%2" 12" PC WALL 01 EXT/INT:2X4=3-1/2",2X6=5-1/2",
B A
DRAWN BY: MH
PROPOSED FOUNDATION- 6/8/2022
SCALE: 1/4" = 1'-0"
SCALE: SEE PLAN
SHEET NO:
F NEW
E EE O
Go
R�os��
C�
Lu
71
z
KtpA 072 02
ssk
J
M C H-
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
- -----------
EXISTING DECK
V)
z
O
0
O 011 �•
0 011
0
EXIST. /\
BATH W
� U
EXISTING DINING ROOM EXISTING BEDROOM No. 1 w
EXISTING KITCHEN
II H
II
• II
EXISTING GARAGE
z
.-----------------------, .----------------------- o
� � A
z oxo
Pq
C�
Ln
�
EXISTING LIVING ROOM o00
• ' ' EXISTING BEDROOM No. 2
�.r
„ EXISTING PORCH Q
EXISTING FAMILY ROOM
O
EX. BATH
EXISTING FLOOR PLAN
SCALE: 1/4" = 1'-0"
DRAWN BY: MH
6/8/2022
SCALE: SEE PLAN
SHEET NO:
DEAR
W
W
Ax'OFESSkONP�
B
A 16'-0"
EQ. EQ.lo M
CXWi55 CXW155 CXW155 CXW155 1 1 H
-------------------------------- -----------------
IMF
-------------------------------- ----------------- (2)7-1/4 ML HDR Design Services
`" TYR
u Ln
U Ln
X www.mchdesignservices.com
1O " phone:
(631)298-2250
cc = r — — — n r — — — _
o g I I I I Ln
ii email:
I o 3OX30 PROPOSED 30X30
0 I SKYLIGHT I I SKYLIGHT I 3 - C michaei@mchdesignservices.com
I I SITTING ROOM I I I" u o
N L — — — J CATHEDRAL CEILING L — — — J fV
PROPOSED DECK r+
0
I
21'-4%2" Ln
5'-0" 101-511
31-1011 71-0%1' 71-0411 31-6Y211
IK
CXW14 FWG60611L CXW14FWG80611L Lu CW235
(2)9-1/2 4L Ii DR (2)2X10 HDR (2)2X10 HDI (2)1-3/4X9-1/ ML HDR ------ i-----i 2 z�361044CIR
TEMPRu"".
r_ O
1_ 2 1-3/4X14 ML FLUSH ® , , ,in31 711 � (n 61-0" 51-011 O
"' 7 EXIST.
--- ----- BATH
1 u ( ALTER
ZO , 4 2 1 D - OFFICE ���� II II11 IIII 1111 IIII 1 11 �.
a N_ 11'1 PROPOSED�KITCHEN "" " 3 - o x N
N 111 II 1111 1111 1111 ' -
--___ III II 1111 IIII IIII IIII U m
-- R o J EXISTING BEDROOM No. 1
1 LL 111 II IIII 1111 1111 1111 _1 x g Z
V7 - -� - 111 II IIII IIII N Q
" 560 WO 1 16" C n11 n nt w
1 f LL 11u __ r - - - un II r — — —IIII\Z4
IIII IIII I I Itll IIII I Ilil 2'-4"
I30X30 un nn 30X30 uilLxIIII11 IIIIII PANTRY I11 SKYLIGHT n11 S IGHTf\ NII IIII I I 1111z7211 U IIII U 11 L - - - J U 1111 V L — — J V I I N [V
1 n O nn O I1 pnn Wn ! 01n1 OInI
1
14'-3Y2" 6'-6Y2>-'l IIII 1111 IIII oo
1111 =III 6C E
---__-- Do IIII V IIII X1111 N
@j nn @jIUI dUnl dUlu [\�n1 (� @�In1
1 N
uj
F- un Fnn inn rinl mull
1 =__====-- , nll nn inn gnu inn �InI
I' g IIII g III 81111 81111 81111 81111
-- (3)2X10 HDR - 1In � un Jnl1 inn inn Jell
I� O nl1 _ O 1u1 Olnl Onn 01u1 01n1 �I�
/ 2X6 WALL///// "/ //� 3'-0" '/ UI111 f� UIIII Ullll Ulll, cJ 1,11 UIIII W
E V CHARGING STATION 2 IIII m I'll c1111 �111I �I1I CIII
nn 1 1n1 nn nIi n1l II
IIII z 1 11 UIIII UIIII UIIII zI111 O
1111 cV x Int ^IIII ^IIII ^1111 UIIII
WORK BENCH 5min.FIRE RATED DOOR x x x x x x
� IIII � 1111 �IIII �1111 '7 I I I I SII
rELL JAMB,SL HINULb
M Int f1 Int mull mull mull MITI D
';,11n1 ti IIIIIIII rluu 'y 1111IIII
lul nn II un n11 n11 W
IIII N IIII UIIII UIIII UIIII UIIII
IIII IIII IIII 1111 IIII IIII
IIII 1111 1111 1111 1111 1111 U
111 III III IIII 111 1111
rH
1111 1111 1111 1111 IIII 11,1 W
N K IIII 1111 IIII IIII IIII IIII
o U 11'LIVING ROOM"
rl K W 111 111 1111 II 111 II N
Z u U un nn EXISTING CEILING Inl nI o x N W
x W g III II
m Q N w nn n11 nl1 TO BE REMOVED uu co u o W
N 111 1111 "" EXISTING BEDROOM No. 2 N g
LL IIII IIII 1111 1111 IIII II d
� �
C
PROPOSED GARAGE
5/8"TYPE-X FIRE RATED SHEETROCK D
ON WALLS AND CEILING
91 1
r-421'-2Y2" 3'-10%211 I , 11 I 11 1 I r
5 -7/ 7-1 51-711
Z x o
14"TJ1560 WOOD-1 F1 16"OC — — — — — — — — x
_ PROPOSED
-------------- ---------------------------------------- [�
^' = PROPOSED 1 H
' PRO OSED 2BATH
I ><
ENTRY N
LID V� Ln
rl 1 d O
--- -------- ' EXISTING FAMILY ROOM 00
I I
(2)1-3/4X -1/\1D
o o O
v I I
.441
N 45min.FIRE RATEQ DOOR U 6'-0" , U
C 1 STEEL JAMB,SC HINGESO �� Lu O O
w w EXBATH
- Ic LAM.ARCH @8"OC 0 .I '"
t7 ALTERED
- _r - - (2)1-3/4X14 ML- _ - _ - �_ - _� X IN PROPOSED X; X
Ln i i N Ln N IV COVERED PORCH m
(3)1-3/4X14 ML HEADER ; 1OX10 COLUMN w/
3)2X8 GIRDER- ,' 6X6 ACQ POST(TYP) (3)2X8 GIRDER -- j
-----------------------------
-------------------
10'403/" 15'-1%" 9'-5%2" 91-511
lo
261-011 18'-10%21'
A B PROPOSED 1ST. FLOOR PLAN
SCALE: 1/4" = 1'-0"
CEMENT 1).USE 3/3"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 10).ALL EXISTING OPENINGS TO BE REPLACED THROUGHOUT.LOCATIONS
BACKER 3" 16" 16" RING SPANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER AND WINDOW STYLE TO BE VERIFIED WITH OWNER(ANDERSEN 400
BOARD MANURCTURE'S INSTRUCTIONS. HIGH PERFORMANCE SERIES).
CERAMIC TILE OVER 1 O O 2).PLATE 1EIGPIT AT8'-0"(MATCH EXISTING)UNLESS OTHERWISE NOTED. 11).ALL EXTERIOR OPEN INGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE
THINSET(TYPICAL) OA
9.12" EXTEND MEMBRANE - — — — — — — — — — — — - APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING
48" CL UP WALLS AS SHOWN SHOWER DRAIN 3" STEEL PLATE 3).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING,
FASTEN AT TOP ONLY (TYPICAL CURB O
26" 1 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 12).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH
3/8"CARRIAGE BOLTS @16"OC OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE,
STAGGERED TOP&BOTTOM 5).EXISTIr1G SIDING TO BE REMOVED. 250#CAPACITY.
TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN DOUBLE @ ENDS(TYR)
6).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED 13).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT.
WATERRESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. WALLS:R20,FLOOR:R30.USE SPRAYFOAM WHERE REQUIRED TO MEET
SINGLE FLITCH PLATE DETAIL
HORIZONTALLY ENERGY COMPLIANCE. WALL LEGEND
INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com DRAWN BY: MH
NTS INSTALL 1"FOAM BOARD AT EXTERIOR w/HARDI LAP SIDING(COLOR TO 14).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. -------------- WALL'
BE CONFIRMED WITH OWNER).INSTALL WITH CORNDER BOARDS AND TRIM. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT TO BE REMOVED
SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE EXISTING WALL L 6/8/^022
7).REMOVE CEILING JOISTS AT LIVING ROOM AND INSTALL DBL 2X8 COLLAR TIES AREAS.GARAGE TO BE SHEETROCKED WITH 5/8"TYPE-X FIRE RATED
4 @ 48"DC(SEE SECTIONS). GYPSUM.
TOWEL BAR LOCATION 4" 16" 16"r�}� .� �j� •� 8).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 15).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. NEW WALL
(12" 12" SCALE: SEE PLAN
) 2X=„T UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK NOTE:
PGRAB BAR OCATION TOILET-PAPER 1 O O O STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 16).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS
77.84” HOLDER SIDE FOR MICROLAM HEADERS. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL
CL VARIES(VIF) 15" LOCATION sa" STEEL PLATE INSTALL SHOWER BENCHES AS SHOWN ON PLAN ORAS NOTED. [INT:2X4=4 1/2",2X6=6 1/2",EXT:2X4=4-",2X6=6"]
aB•60^ 9).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS SHEET N O
36-48' (VLF) 36" 2Y,"l O O (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 17).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. DIMENSIONS OF NEW WALLS ARE FROM STUDS N�26 L5/8"CARRIAGE BOLTS FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. [EXT./INT:2X4=3-1/2",2X6=5 1/2' WO@16"OC(TYR) PER CCDE. kiF
� RSC
SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM * ,.Z 1.
Lu
MULTIPLE FLITCH PLATE DETAIL zN� LW
NTS : o �^
O 72 5
ARoF . ,P
ESS0
M C H-
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
B A
C C
10'-103/" 10'-10%" V)
SE5435
777771 — r/77777777
O (2)2X8 HDR
I
- I I
O I 1
' I I
lD
w ~ 31 I I
K Ln
N
QII< I =
, m
W
�1 I N Q
----------- QI I N
(D1 1
------------
JI I
O ----------
I 1
o I 1
1 I
I 1
I I
----------
I
I I
� I I
I I x
r4 I I l7
Fq
Ln
I I x
N I I J
-
I ,
I , BMJ
LOFT/EXERCISE/STORAGE i m OM V)
m m W
1 I
1 I
• I I
2X8 DF#22X8 DF#2 CJ@16'OC
�9-0 AFF�� i O
ro
O I
1 I
� 1 I
~ 1 I
N I 1
I 1 �
1 I �
I I
J
I I N M
I I �
LL
O (J I I N
3 I
1 , � 3
I I
00
I I �
I I N
I I _
o , I
J I I I
O I 1
N I I
� I I
� I I
- I I
N I I
I I I
M I I
I I
C
I I
N (2)2X8 HDR777777/4g2441 -7iV-
N
10'-10%" 10'-103/"
21'19%" A
B
PROPOSED 2ND. FLOOR DRAWN BY: MH
SCALE: 1/4" = 1'-0"
6/8/2022
SCALE: SEE PLAN
SHEET NO:
�p NEt�'Y
�Q 7 5 U ERS o�
� W
07 02 !vim
ARoFEss+
P
J
I /
Y
M C H-
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
B <
A michael@mchdesignservices.com
I 12
2X8 RR @ 16"OC
II 11
I
(2)2X8 DF#2 0 (2)2X8 DF#2
- T - - r-- - - - � - - - - - - - -aHE
- - -�
7.
cLL' VELUX 3030 'LL '
>0 QPF I� �ISELF FLASH ED 00 O0 SKYLIGHT ai� - - -I-)
1 (2)2X8 DF#2 r (2)2X8 DF#2
N
11 II
2X8 RR @16"OC 12 I
II II
-/ Vol
2X10 DF#2 RR @16"OC I 1 11217 I
1- 1 POST
(TYP) I I I I 1
II 11 I II
I
I - -
II
I
II II v� I I I
F LL VELUX 3030 LL LL VELUX 3030 LL —
# Y7: Yk Yk
00 QPF 00 QPF 00
X SELF FLASHED X X SELF FLASHED X
N' SKYLIGHT �N N� SKYLIGHT �N
II 12
4
W
1 I 2X10 DF#2 RR @16"OC
I
II II r - - - - - - - - - - - ,00
ILI
X 2X12 LAYOVER PLATE O
II I � 1 � II II II
I I V ) Ln
00 �
I I ; II 11 � I Z
II II II I
1 1 2X10 DF#2 RR @16 OC LL 3
D I D o
II II o 11
J L
I - - - - - 7 r v~ - r
1 I I X > 1
1 1 12 1 1 1 1 N o ��u 00I
C-414
`I POST v 51-
(TYP) m 1 I 1
11 1 - - - - - I - - - - - - - - - -
_ - - - - - - - - - - r
II 1I II 11 I I1
II II 11 11 11 I
1
1 12 2X8 RR I I I
@1� 1 1
1 12
I r — r — �
V
I 12X10 DF#2 RR @16"OC I IL _ _ _ — — _ — J L— — — — — — — J L — — — — — — — — _ - L — — — — — -IyL — J l — J L — J L — L
— — — --- — — — — — — — — — — — _ — — — — — — _ — — — — — — — — — — _
I I
B A
PROPOSED ROOF PLAN
1.INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 6.ICE&WATER BARRIER TO BE USED AS UNDERLAYMENT AND ALL SCALE: 1/4" = 1'-0" DRAWN BY: MH
VALUES,RIDGES,INTERSECTIONS WITH ROOF.
2.ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.
GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 7.DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODI11 SHEATHING 6/8/2022
MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT.
3.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS UNDERLAYMENT IS NOTTO BE LEFT EXPOSED TO ELEMENTS AT END OF THE
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS z
FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. COMPLETE. SCALE: SEE PLAN
PER CODE.
8,INSTALL STANDING SEAM METAL ROOFING.COLOR AS SELECTED BY OWNER.
4.APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. INSTALL PER MANUFACTURE INSTRUCTIONS. c
5.REMOVE EXISTING ROOFING. 9.GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. V H E E T N O.
10.REPLACE EXISTING RAKES,FASCIA AND SOFFITS THROUGHOUT.
P� D Ei y �O
C1 � A`�' ^ �• tett
�C��ssk
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
-- ---- — email:
michael@mchdesignservices.com
(2)1-3/4X9-1/2
EX.RIDGE Lj ML RIDGE
2X12 LAYOVER
12
_ 6 @16 PLATE DBL 9-1/2 ML RIDGE
12 fk R
7 IBRR� 3.1 RS 2X12
16'pc _ C - VAL EY PLATE 30 X 30
n - 2X$FR @16 O ° (2)7-1/4 ML COLLAR TIES @48--OC , SKYLIGHT 2X8 RR
r'4EXISTING CEILING TO BE REMOVED @1 10C
N (3)2X8 FRAME WALL TO RRs NEW FINISHED CEILING PER OWNERS
GIRDER ----'- X8 CJ@16"0
SOFFIT TO MATCH CUT BACK EX.OH — -
HOUSE PROVIDE BLOCKING
BLOCKING BETWEEN
BETWEEN RAFTERS
H I i i RAFTERS
— 1 �
110
I I
1 i i 10X10 FG C O
COLUMN 0BO
d Ltd H � 1
� 1
6X6 ACQ V>
3/4"SUBFLOOR OVER i i POST uu [u171 [71 -
5/4 DECKING OVER 2X8 AC DJ 16"OC DBL.2X8X8 FJ FJ @16"OC I I
— — I 1
1 STONE PER OWNERS 3/4 SUBFLOOR 3/4 SUBFLOOR
— —
(2)2X8 ACQGIRDER RIOT&G DOW BOARD INSULATION . 2X8 FJ @16"OC EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS DBL 2X8 FJ @16"OC
v o o v w 4 2X8 ACQ GIRDER • CONC.SLAB
. • R10 T&G DOW BOARD INSULATION (4)2X8 ACQ GIRDER O
v, v, •a'd 4"
4;•0 10/106X6 WMM •° •4b ,° w/MIN.1/2"EXTERIOR SHEATHING
vdo D o DQ„d aQe D D,d vod D 0,d oedD D, °evI°°C"'0v.•e•' aop'Dve,n• ao�'0vn,n• _ _O °P•e 0a�•° : b°;ma• (3)1-3/4X7-1/4 b g,• b•
vp
12"dia. a4
12"PC WALL MLGIRDER 12"dia.CONC.PIER O 4"SHELF CONC.PIER
P, 8"PC WALL .
DAMPPROOF EXISTING °
d
— _M
oo.
2'X2'Xl'FTG a: e: a; EXISTING
24"X12"FTG e LALLY ° a FOUNDATION 2'X2'Xl'FTG _O
"° COLUMN
CROSS SECTION 0 N C b�
C 'a •a
ii V-0-1 a e a a a e a a a a a a e
SCALE: 1/4" = 1 -0II
16"X8°FTG
(2)#4 REBAR 24"X24"X12"
CONC.FTG 1
,a CROSS SECTION A ci
ii SCALE: 1/4" = 11-011 �'.T.� z
H � A
Z xO
< F-1
CJS ~ O
00
o �
1-3/4X11-7/8 z
ML RIDGE
12 1-3/4X11-7/8 ML RIDGE O
4
OC 2X10 RR 016"OC
-- 2X8 C1 @ 16"OC -- ��
--� -- --
2x8 CJ @16"OC
O Q
� l0
lD
1
3'h RAILING
Ll
(2)1-3/4X14
3/4"SUBFLOOR N ML FLUSH BM. 3/4"SUBFLOOR
14"TJ 1560 WOOD-1 FJ @16"OC
1
5/8"TYPE-X FIRE RATED SHEETROCK 14"TJ 1560 WOOD-1 FJ @16"OC I (2)1-3/4X14 — - -
ON WALLS AND CEILING `==? ML FLUSH BM.
t==a
El 71 F1 ❑❑❑ El El El ❑❑❑ 1
EIFIF] 000 LED ❑❑❑ `� ` _� -
I
`==a O
5/8"TYPE-X FIRE RATED SHEETROCK == 00
ON WALLS AND CEILING TO CODE '--
c_-
3/4"SUBFLOOR P 1 5/4 DECKING
DBL 2X8 FJ @16"0 2X8 ACQ DJ @16"OC
2 2X8 ACQ — - - —
A 'I u Lj Ll u lu u L1 w u u IA 8"PC WALL_< EXISTING GARAGE SLAB °
"° e. o a a• "° a e a a °
baa • • 4"CONC.SLAB,PITCH TO OH DOOR • . b 8' ° CONC.SLAB,PITCH TO OH DOOR
PC
8"PC ° REINFORCE w/10/10 6X6 WMMEXISTING 14"dia
b.
REINFORCE w/10/30 6X6 WMM O O WALL d OVER COMPACTED CLEAN FILL 16"X8"FTG °
� C? DRAWN BY: MH
OVER COMPACTED CLEAN FILL WALL - b• (2)#4 REBAR CONC. 4 v
PIER
Ln �a
4: — — — — — —
° 16"X8"FTG 16"X8"FTG
° (2)#4 REBAR (2)#4 REBAR 6/8/222
a
b,
CROSS SECTION B
CROSS SECTION D 1 ii SCALE: 1/411 = 11-0" SCALE: SEE PLAN
II SCALE: 1/4” = 11-0'1
NEw� SHEET NO:
c.a0
r= W
m $jv�
;a
�o 072r
A��fiESS10Np~
I /
M C H
Design Services
www.mchdesignservices.com
phone:
Generated byREScheck- Web Software (631)298-2250
email:
® ■ michael@mchdesignservices.com
- 0 M t i n (B i i c
comt w"m
I '$
B.
Project KAMENSKI ®
FASTENER TYPE' SPACING:
/ r /
No.R
WOOD-SCREW
BASED ANCHOR WWRIEITTW HH
1
16
fi""OC
21nEMBEDMENT LENGTH
Energy 2018 IECC No.10 1
BASED ANCHOR WITH
16"OC
21nEMBEDMENT LENGTH I 1 ILocation: Southold, New York 1141n.d,
BASED ANCLAHOGE2in.EMBEDM — IConstruction Type. Single-family i
Il I PLYWOO .
_
/
I
° I1I III 1Ifl a I1
II 4
( I
S
3/4"AIA PLY
WOOD
I 1/2"APA RATED SHEATHING —SHEATHINGProdect Type: Addition GRADE
(ALTERNATNNED 7/16"O.S
1/2"APA RATED SHEATHINGClimate Zone: 4 5572 HDD)
I GPLYWOOD
(PLTERNATVIVE:
7/16'0.S.8)
Permit Date.
j e lI1I
I1
Vol
FASTENER TYPE: SPACING: 2%,DFY2Permit Number: No8 WOOD-SCREW STUDS
BASEDANCHOR
WITH 10'OC
WINDOW SILL Bln,EMBEDMENT LENGTH I/I 1
TYPICAL WINDOW OPENING No.10WO0o-rREWs I I / ( ' ( j
BASED ANCHOR WITH 13'OC ` I
PANEL SPAN EQUAL OR SMALLER Bin.D ANCHOR WITH
( J
Construction Site: Owner/Agent: Designer/Contractor. THAN 4FEET 1/41n.die.LAG EW I II ( I I71
BASED ANCHOR WITH 16 OC I f I O
805 BAYHAVEN LANE BIn.EMBEDMENTLENGH TYPICAL DOOR OPENING
SOUTHOLD NY Q •
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER lC�:HOR wrrM SPACING:
AND EQUAL F SMALLER R GBFTHEOR ED BOL S W/W$EpEL
No.B WOOD-SCREW
THAN 6 FEET OR GALV N ZED BOLTS" WASHERS BASED21n.EMBEDMENT LENGTH
AND NUTS®2'-0"O.C.
No.10 WOOD-SCREWS
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH •..I
PANEL SPAN GREATER THAN 6 FEET 2m.EMBEDMENT LENGTH
AND EQUAL OR SMALLER 1/41n.dia,LAGSCREW
BASED ANCHOR WITH 16"OC
THAN 8 FEET 21n.EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL W
AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
Compliance: 2.6% Better Than Code Maximum UA: 154 Your UA: 150 Maximum SHGC: 0.40 Your SHGC: 0■30 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO w Z
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
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. ALL PANELS MUION TBECCODE) TTOSIZHIS IS AND T A UTION
MANYOR NEW WINDOWS
DOORS. ST HAVE
ST BE DESIGN-PRESSURE PENINGITISTS WHERE CABV
p 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,
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
z
Envelope Assemblies < " I Cn
- w z
• ,� � �� �, -„�� � � s Y � FSI � A
Z 0
Ceiling: Flat Ceiling or Scissor Truss 686 30.0 0.0 0.035 24 N
Ceilin 1: Cathedral Ceiling 439 30.0 0.0 0.034 15 ppqq �
g
F—I
Ln 0
Wall: Wood Frame, 16" o.c. 1,056 20.0 0.0 0.059 56 Volp
Door: Solid Door under 50% glazing) 21 0.280 6 Z 00
( g g)
Door 1: Glass Door (over 50% glazing) 21 0.320 7 O
SHGC: 0.25
Window 2: Wood Frame 30 0.300 9 3 03 �...�,
SHGC: 0.31
Window: Wood Frame 6 0.270 2
SHGC: 0.35 11/4
11/4T 1 1/4j)l 1/2 1 1/4 1 1/2 1 1/4 11/4 11/2 11/4
Window 1: Wood Frame 18 0.290 5
SHGC: 0.3 2 SINK LAV. LAV. LAV. LAV. 13"
.c, w.c. W.C.
D.W. W.M. F.A.I.
Window 3: Wood Frame 11 0.290 3 SHO ER
SHGC: 0.31
Floor: All-Wood Joist/Truss 686 30.0 0.0 0.033 23 C.O. I 2 11/4 3 11/4 3 2 11/4 3 11/4
3 I C.O. C.O. I 1 1/2 I C.O.
3 3 3
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 4
SLOPE" 1/4" PER FOOT PITCH TO DRAIN TOAPROVED
4"C.I. SEPTIC SYSTEM
Name - Title Signature Date TRAP HOUSE
PLUMBING SCHEMATIC
SCALE: NOT TO SCALE
Project Title: KAMENSKI Report date: 02/01/21 DRAWN BY: MH
Data filename: Page 1 of 1
6/8/2022
SCALE: SEE PLAN
SHEET NO:
Y
.J
OA 0715
���SSlO P�
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
°
www.mchdesignservices.com
RAFTER WALL STUD phone:
ENDWALL C RIPPLE STUD ( )BOTTOM PLATE 63198-2250
u 2
°
u RIDGE BATHTUB email:
HEADER LEDGER michael@mchdesignservices.com
DOUBLE JOIST
SIDEWALI_
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ AN BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTIONAPPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL.
2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 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 RAFTER2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUDI LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD —
�� THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP —
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
CHIMNEY AS REQUIRED
RIM BOARD RAFTER
SILL PLATE(S) — WALL SHEATHING RAFTERS MAINTAIN
VENTILATION WOOD JOIST
SIDEWALL FLASHING
FOUNDATION — TOP PLATE
' - - - - FINISH WALL AND MOISTURE BLOCKING
' 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS C�?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 O
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ^�
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. ��
,' .,, SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 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.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
AND SO AS TO MAINTAIN AIR
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS ACTION 4' - 6" RAFTER RT10 10-3/4" x 18gc. 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
��••���sss U
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 21-1/8" x 20gc. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT ujZ
OF FLASHING
2ND. FLOOR WALL / �•'� ,' / w
ROOFING LAPS BASE n �j
' FLASHING 4 INCHES 1� z
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME V J
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING rT1
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Q w
WOOD JOIST
TOP PLATE
GIRDER/HEADER
SIDE WALL FLASHING WOOD JOIST tJ
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS X48"OC
AND ALL WINDCW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD O
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS t�
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION Ls C!1
LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTUREDOO
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE
8" - 16"' MSTA48 1-1/4"x48" 16 a. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS
9 CONNECT OVER OF ROOF
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD O
DBL. SILL PLATE O
TERMITE SHIELD F �— SUB FLOOR
SILL GASKET WOOD JOISTS
r
NEOPRENE
TYP. CONC. FOUNDATION n CONC. SLAB
C V GASKET .` 2x6 /2x8 CONTINUOUS WOOD PLATE
6 MIL. POLY
DAMPPROOF EX'"ERIOR V GRANULAR FILL ° S ( BOLTED TO STEEL BEAM WITH Q
6MIL POLY ON EX-ERIOR V 1/2 " DIA. BOLTS @ 48" o.c. STAG.
° STEEL COLUMN _
A
L % ° 4I ° d - ROOF JACK �� STEEL BEAM
VCONC. SLAB ► `
ANCHOR BOLT EMBEDMENT: I I �. db w
° C COMPACT FILL ° a POURED CONCRETE: 7" `�
4" x 1/4" x 8" STEEL
Q V i l i A 'D r BLOCK WALL: 15 ROOFING LAPS `� TOP AND BOTTOM PLATE
V ° ° 4 ° n FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
KEYWAY FOOTING D /�
�, e •'� �• � CONC. FTG. `p Q`p G D' SIDES AND TOP
° ; 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT
(USP LBPS58 OR BP583)
REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN d
DRAIN TILE — 17ANCHOR BOLT CONNECTION � I �
SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
TYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL 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
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
II/ - 1SUB FLOOR
CONC. SLAB I IDOOR FRAME ----
6X6 10/10 WWM GARAGE JOIST
COMPACT FILL ' DOOR G
USE 2X8 STEEL BEAM
FOR BLOCKOUT
, A
P.T. PLATE W/ 6X6WMMt ° \ I SLOPE —�
' 1/2 AIR SPACE %`� 1 0 ° 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT DRAWN BY: MH
(WITH A NAILING PLATE IF NEEDED)
AT END AND �� " �,0 �� ° ° o ° :a °" , ° TO BE APROX. 1/2" OR HIGHER THAN
ES OF WOOD
° STEEL BEAM TO ALLOW FOR SHRINKAGE
--- (PROVIDE STRAPPING TO KEEP JOISTS ALIGN
S )
BEAMS
6/8/2022
GRADE 4 Q 4
6X6 W.W.M. - - e -
-. - � _
/'� . e
-� �� SUB FLOOR
TN �
° D 'D D n /� r NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -
.e : e A e NOTCH EQUALS 1/4 DEPTH OF BEAM I!-I D D ° " De 111—I SCALE: SEE PLAN
Q REINFORCING BAR _
. D •a REINFORCING BAR a , D �D I I��I JOIST
DRAIN TILE low
12" o o° SHEET METAL / 30# FELT UNDER BEAM AT POINT 11�LL ° 4� /� �s Ivae I T STEEL BEAM
OF CONTACT WITH CONCRETE OR CONC. BUCK -ITI-rn—m—iil=m_lii- SHEET N O.
o• 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 '�QF NCtV
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. i�F` . f)E_ f
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT 0N
BEAM POCKET of
S0F 10 P�-
CODE: 2020 IRC, 2020 NYS UNIFORM
CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE
GROUNC WIND SEISMIC FROST WINTER ICESHIELD
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNR E UIRED N HAZARDS
FLOOD _
LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED I� _
M
20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE11 NONE L
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: Design services
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 www.mchdesi nservices.com
CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. g
4 DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 phone:
RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE (631)298-2250
FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION.
LEDGER
email:
RIDGE4HEADER michael@mchdesignservices.com
DECK AND COVERED PORCH NOTES:
1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber.
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
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 Shall
RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade.
STAIR RAILING LOCATION USP NUMBERI DESCRIPTION I APPLICATION 2x6-2x8 LS26 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..
ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. 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
1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers
and nuts at 16"o.c.
MINIMUM
6). Concrete piers shall be a minimum 6"above grade.
HANDRAILS RAFTER 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored
to girder(s).
RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. V
9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal
POST for any contact with ACQ. z
TOP PLATE
TOP PLATE O
BALUSTERS
RIM/DECK JOIST o HANDRAIL NOTES:
OPEN BALUSTER ATTACHED TO WALL WALL STUD �.�
WALL STUD o All required handrails shall be of one of the following types
or provided equivalent graspability.
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
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a
CONNECT TO RAFTER/PLAT RT15 TYDOWN ANCHOR 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 than 6-1/4 inches with a maximum cross section of V
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER 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 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD
EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 W
inches shall provide graspable finger recess area on both
sides of the profile.The finger recess shall begin with a 1011
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 ~ �j
inch within 7/8 inch below the widest portion of the V J a �■■I
4 DIA. MAXIMUM profile.The required depth shall continue for at least 3/8 [�]
GIRDER/HEADER ^ 'Z Z
inch to a level that is not less than 1-3/4 inches below the
tallest portion of the profile.The minimum width of the
GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a A
maximum of 2-3/4 inches. Edges shall have a minimum F..�
JOIST POST/COLUMN ° o o radius of 0.01 inches.
Z oxo
`O
m POST/COLUMN NAILING SCHEDULE
< Z
GIRDER/HEADER ROOF SHEATHING: P
V�
JOINT DESCRIPTION NAIL QTY. SPACING O
NAIL NOTES � 0 �
POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 00
LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC
DECK/POR.CH RAILING
SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN O
6xROOF FRAMING:
LOCATION USP NUMBER DESCRIPTION APPLICATION 6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION
NAIL
JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST' HOLLOW COLUMN SIMPSON STRR1/2 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 COMMO11, EACH TOE-NAIL
TOP PLATE 10'WALL: 4-8d COMMO RAFTER
CEILING JOIST 8'WALL: 3-8d COMMO EACH TOE-NAIL
TO TOP PLATE IU WALL:4-8d COMMO JOIST Q
CEILING JOIST TO AS PER TABLE 3.7 EACH FACE
°
STU PARALLEL RAFTER WFCM-SBC LAP NAIL Q
®
BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
OVER PARTITION WFCM-SBC LAP NAIL
° COLLAR TIE AS PER TABLE 3.4 EACH FACE
• TO RAFTER WFCM-SBC END NAIL
° WOOD JOIST >•.; BLOCKING 2-8d COMMON EACH TOE
."
TO RAFTER END NAIL
LEDGER I GIRDER/HEADER i I >• RIM BOARD 2-16d COMMON EACH END
° i l CONCRETE PIER " TO RAFTER END NAIL
• .
WOOD JOIST WOOD JOIST " """ WALL FRAMING:
"'•"" JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING
DOUBLE 2x TOP PLATE TO PER
FLUSH JOISTS WITH HEADER/GIRDER I (MINIMUM) TOP PLATE 2 16d COMMO FOOT FACE NAIL
CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH t FOR HEADER HEADER/GIRDER-TO-POST CONNECTION
THE PROPER STEEL CONNECTOR. I TOP PLATES AT JOINTS FACE
LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS I I OR BEAM 4-16d COMMO LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL
IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS
TO ALLOW FOR SHRINKAGE. ROD t I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF STUD TO 24" FACE
REQUIRED I I STUD 2 - 16d COMMO O.C. NAIL
FOR STD (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE
HEADER TO 16d COMMON 16"O.C. FACE
HEADER ALONG EDGES NAIL
FLASHING TUCKED UNDER
(I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END
TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMOP I PER 2x6 STUD NAIL
LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO:
PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST, BAND JOIST, 2 -16d COMMO PER FACE NAIL
END JOIST OR BLOCKING FOOT
1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT
CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: DRAWN BY: MI 1L�
®16" C MINIMUM
(2)THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES
BOLTS QTY. SPACING
P844POST a ' p • JOIST TO: PER TOE 6/8/2022
ANCHOR "dia. • 4-8d COMMO
FLOOR FRAMING " y �. SILL,TOP PLATE OR GIRDER JOIST NAIL
u n PIER 16"TREAD • •� s•-• •O o c E 5INIMA CE s n
2x JOISTS °• , •. .• 12"x12"x12" - BRIDGING 2-8d COMMO EACH TOE
RAD :°Q < CONC.SLAB e•bo�a •' •. •c� �g;•' CONCRETE FOOTING „ °�� TO JOIST END NAIL SCALE: SEE PLAN
°. (AS REQ.) •4 :o° "�: kA
. `^ .. BLOCKING EACH
L L_ „' � "� TO JOIST END NAIL
JOIST HANGER „ 2 -8d COMMO
ts
BLOCKING FOR
B"dia. 'o DECK PIER A 3 -16d COMMO
LAG BOLTS •p • n 3—o ;ao b Pe+ HOLLOW COLUMN UPLIFT SILL OR TOP LATE BOCK NO
CONC. PER PLAN AIL SHEET N O■
RIM JOIST/BD. G o ' c;4y '•x°99' $IMPSON STRONG TIE MODEL$TRRI/2 DECK POST FTGLEDGER STRIP 3 -16d COMMO EACH FACE ®� NEW
.CONNECTION r
° :s°a !•,°qa INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAIL Q� 0lncR O,Q
LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE ��''?"�" IQs,
4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 -8d COMMO JOIST NAIL#*
DECK/PORCH LEDGER CONNECTION _ °.'Y
6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END w
TO JOIST 3 -16d COMMO JOIST NAIL n _ &4 Z
BAND JOIST TO: 2 -16d COMMO TOE NAIL PER 0725
SILL OR TOP PLATE FOOT 40, sslovk
WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS:
GENERAL NOTES M C H
1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
Design Services
1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
TOP PLATE 10'WALL: 4-8d COMMONRAFTER www.mchdesignservices.com
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 phone:
'
intent and framing details. They are intended as a construction aid not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
TO TOP PLATE 10'WALL: 4-8d COMMON JOIST (631)298-2250
for generally ,accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES
State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 email:
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 0180 michael@mchdesignservices.com
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)
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY:
OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180
meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS L/360
SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO
These codes are to be considered as part of the specifications for this building and accordance with table 3.36. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - MASONRY WALLS(8"THICK) 80 ( ) U360
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS (GYPSUM) L/240
GUARDS AND HANDRAILS 20o
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS 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) 0600
responsibility ;for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40
construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION Q-n. SPACING NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 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 r I
STUD O.C. NAIL Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. v
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 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 COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 O FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL ••---•
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR F RAM I N G: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
2.4.4.2 and 2.2.4 respectively. 4 - 8d COMMON QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE
3). Provide 1/.2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE V
SHEATHING REQUIREMENTS FOR WIND LOADS: W Z
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
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4). Any new concrete walls being attached to 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 F+i
be installed with #5 re-bar, 18" Ion at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES
g pp p y
BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be 3.5. 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 gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS ~
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.C. 8d COMMON 12" O.C. ( )
to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - lbd COMMON @ @ NOTE: 2 FOR PANEL FIELD
6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL W Z Z
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 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3
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 far every 150 sq. ft. of area. >
NOTES A
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE H -.!� O
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. x
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 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof pea1�'i M
w
k,
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. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Zj
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 H O
FRAMING NOTES " g F SH EATHI 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. V1 ILIA
into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c.
1). All framingNAIL NAIL 00
; 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 Z
Edition Wood Framing Construction Manual. t QTY SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 f
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. O
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 NOTES
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
otherwise. JOINT DESCRIPTION
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. 5d COOLERS
WALLBOARD 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: Q
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 41 and 60 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
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
PLUMBING NOTES be used.
anchors where applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE
6d COMMON
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
5d COOLERS
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM WALLBOARD 10 7 O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.
on plans. O.0 . FIELD 3). For exterior panel siding, galvinized 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 later 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 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. state code and manufactures 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 l" OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR)
9). Provide bilocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF
NOTES:ES� NYS Residential Code R302.11•FIREBLOCKING REQUIRED
under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction In the following locations.
needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
) y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier.
levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed
11). 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 sheathingrade plywood. Plywood to cover over plates and headers. ) " q g SOIL COMPACTION: using parallel rows of studs or staggered studs.
g P Y N^' p 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing �/�
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, DRAWN BY: M H
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
12). Unless otherwise noted use 3/4" thick T o PTS Fir is Ad fished l plywood subfloor ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
over 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. 6/8/222
DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE
1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( )•
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
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
SCALE: SEE PLAN
2). When wall sheathing is continuous over connected
ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
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 o NF; SHEET N O.
torch down type material over. �P a D_ , Q
and R315 of IRC. '•� '�'y
CO
k V t A
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G HF 1
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP n w
AND BASES. USE WITH FLASHING CAPS TO
COVER TOP
0'250
A14
�O�ES�tO