HomeMy WebLinkAbout48565-Z �g�FFQ( c TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
SOUTHOLD, NY
o
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#: 48565 Date: 12/7/2022
Permission is hereby granted to:
Tabibzadeh, Marjan
3 Aldgate Dr W
Manhasset, NY 11030
To: Construct additions and alterations to an existing single family dwelling as applied for.
At premises located at: �I �-a�I� \ r � � 7- �(mil l l,I:
505 Cedar Dr., East Marion l 1 V
SCTM #473889 T P�� (�II �'�IQ 7-O V0 l�
Sec/Block/Lot# 22.-2-38
Pursuant to application dated 10/4/2022 and approved by the Building Inspector.
To expire on 6/7/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,312.40
CO-RESIDENTIAL $50.00
Total: $1,362.40
PT
Building Inspector
FIELD INSPECTION REPORT DATE COMMENTS
"d
m
FOUNDATION (1ST)
� H
FOUNDATION (2ND)
z
� o
H
ROUGH FRAMING&
PLUMBING
H
W
r
INSULATION PER N.Y.
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
O
Em
�n
ro
'O
� z
y�
. Y
H
— x
d
b
o�ggFFQ1K�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y s2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtoMM.gov
f
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. 5�5 Building Inspector:—JAW �' our 4
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. J
Date:10/04/2022
OWNER(S)r OF PROPERTY:
Name:Marian Tabibzadeh scrnn# 1000-22_2_38
Project Address:505 Cedar Drive, East Marion
Phone#:516-459-0545 Email:dr.marjan@hotmail.com
Mailing Address:505 Cedar Drive, East Marion 11939
CONTACT PERSON:
Name:Mike Hand
Mailing Address:PO 1256, Mattituck, NY 11952
Phone#:631-965-1947 Email:michael mchdesi nservices.com
DESIGN PROFESSIONAL INFORMATION:
Name:James Deerkoski, PE____
Mailing Address:260 Deer Dr, Mattituck, NY 11952
Phone#:631-774-7355 Email:jamesdeerkoski@yahoo.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure RAddition ®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 RNo
1
PROPERTY INFORMATION
Existing use of property:Sin le family dwelling Intended use of property:Sin le famil dwellin
Zone or use district in which premises is situated: . Are there any covenants and restrictions with respect to
R40 this property? ❑Yes BNo 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)fornecessary 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( In me): M� _ e authorized Agent ❑Owner
Signature of Applicant: Date:
l /
STATE OF NEW YORK) [[
SS:
COUNTY OF ) )
&0 �� ���{/( ( being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the miz Y,+
(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 'v
day of 0 G fvsfyL , 20 O
NotapnmD C,13ARCZAK
Notary public,State of New York
No.01
57
PROPERTY OWNER AUTHORIZATION Suffolk
0o
Qualified in Suffolk County
(Where the applicant is not the owner) Commission Expires Feb.22,20�
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
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
residing at 50 6-
( rmt property owner's name) (Mailing Address)
V Mds M A-PY do hereby authorize
(Agent)
to apply on my behalf to the
Southold Building Department.
is ignature) (Date)
(Print Owner's Name)
COMPLY WITH ALL CODES OF
NEW YORK STATE &TOWN CODES
APPROVED AS NOTED AS REQUIRED AND CONDITIONS OF
in','F.K:'��'YFaldxl.`.^r:C:•j'�l'f 4NF
DATE' a"� a B.P.# 5 5 SOUTHOLD TOWN ZBA •. ;,r,�,i;.,:,..ej,^c},��b
FED 13&a `t o BY SOUTHOLD TOWN PLANNING BOARD
ci
NOTIFY BUILDING DEPARTMENT AT a
765-1802 8 AM TO 4 PM FOR THE SOUTHOLD TOWN TRUSTEES
FOLLOWING INSPECTIONS:
1. FOUNDATION-TWO REQUIRED N.Y.S.DEC y
FOR POURED CONCRETE
2. ROUGH-FRAMING,PLUMBING,
STRAPPING. ELECTRICAL&CAULKING
3. INSULATION
4. FINAL-CONSTRUCTION &ELECTRICAL
MUST BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE TRUSS PLACARDING REQUIRED
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
Blower door ELECTRICAL
and ductwork INSPECTION REQUIRED
testing required.
PLUMBER CERTIFICATION
ON LEAD CONTENT BEFORE
Must provide Manuals CERTIFICATE OF OCCUPANCY
NY5 and S as per SOLDER USED IN WATER
SUPPLY SYSTEM CANNOT
�netgy Code EXCEED 2110 OF 1% LEAD.
PLUMBING
ALL PLUMBING WASTE
&WATER LINES NEED
TESTING BEFORE COVERING
.'J
SCTM # 1000-22-2-3 8
DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL:
PROPERTY: 12,000 SF
ESTIMATED AREA OF 6000 SF
GROUND DISTURBANCE: M H_
Design Services
HOUSE: 1330.2 SF 11.09%
EXISTING MASONRY PORCH: 47.5 SF [TO REMOVE] 6 CY 10 CY www•mchdesignservices.com
phone:
EXISTING DECK: 196.0 SF [TO REMOVE] 5 CY 10 CY (631)298-2250
WEST COVERED PORCH: 268.8 SF 2.24% 12 CY 6 CY email:
michael@mchdesignservices.com
MASTER BEDROOM LANDING: 24.5 SF 0.20% 8 CY 4 CY
LIVING ROOM LANDING: 78.0 SF 0.65% 8 CY 4 CY
EAST BALCONIES: 50.4 SF(LOT%) 0 42%
[PARTIAL OVER LANDINGS] (102.2 SF ACTUAL)
S 100 46' 00 E 100.0' 1644.4 SF 14.33°/D Vol
SID FENCE z
36X18 POOL 648 SF 5.4% 150 CY 25 CY
��� E%ISTING YPDC SYSTEM �L ( I
_ • UO '....
(C ENPONN 3J aR1 NI I 1
O O
O Mln za P RSC"� 0 DRYWELLS 3-B'X4' 22 CY 11 CY
LTFENCE
36'X 18'INGROUND POOL 0 M 0
rSI — _ _ J �}.
TOTAL: 2404.4 SF 20.0% 211 CY 70 CY
1 \ ' 1 CVNCRFTP I °
< z
"`As"OUT Ql METES&BOUNDS BY: HAROLD TRANCHON JR SURVEY DATE: 12/17/1980 C16
♦ / `� eAEmNr alwE ♦ — / 1 I v , P O
- IIrPKAEInPR(
19.5' T ^� STOOP CCC 23.9'
A
♦ I r�^.� � ]D M
V 1 rT,
1 I �
- PROPOSED 2 STORY HOUSE _ w P4 P4 z
(EXISTING 15TORV HOUSE) �
NI I
Z
I PROPOSED / 1 O
BASEMENT 4------------ - + V
sra"wnr / PRarosED rolml
W IXKTNG MA ONRY PORO
� TD BE PEMDVED3111 '^
O
O /
II\DW/I ,
-LITFENCF - P v J
° 1 _ u
c 1 o ROOF AREA:16125O.Ff.
v' DRIVEWAY O r�
- AT 100%WATER RUNOFF:270 CU.FT
1 O PROVIDE(2)B'DIA.X 4'DEEP DRYWELLS ('1
zLAST.AAA.eY 33
DRYWELLS CAPACITY:338 CU.FT
EXImnG�
wEu , 1 OGEE GUTTER SG�R�ANDARD 5"
a»KTnucTIDN ENTRANCE
NOTES:
1).EXECUTION:
N 10° 4 6' 0 0 W 10 0.0' A).W NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
2).PREPARATION:
/ A).CLEAN SURFACE THOROUGHLY USING PRIOR TO RECOMMENDED
B
B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROTECT CONDITIONS
C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
METALS WITH PROTECTIVE BACKING PAINT.
3.INSTALLATION:
CEDAR LAN E A)PERFORM WORK IN ACCORDANCE WITH LEADER
R I-T O2-AND THE 40P OF RU
1).GUTTER TO BE PITCHED TOWARDS LEADER 1'TO 2'FOR EVERY 40'OF RUN.
2).SHEET METAL]DIN LENUHS WITH WATERTIGHT JOINTS.
a).COPPER/LEAD:PLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
ACCESSORIES.
B)ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP]DINT
CONNECTORS.
3}CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL
CONNECTION WATERTIGHT.
DRY WELLS TO BE 1W MIN. 4).PROTECTION:
SITE PLAN AWAY FROM HOUSE A).PROTECT INSTALLEDRPRODUCTS E UNTIL AMAGECOMPLETION PRODUCTS
PROFOR ECU.
B)'TOUCH-UP,I STALL OR REPLACE DMIAG®PRODUCTS BEFORE AIBSTANTIAL
COMPLETION.
SCALE: 1" = 20'-011 1 a
DRAWN BY: MH
/27/2022
O NEW
0 SCALE: SEE PLAN
~� fi = W SHEET NO:
i 1 25 2
"' S1
�, Lj
` OCT - 4 2022
i
C H
Design Services
® ® ® ® ® - - -
www.mchdesignservices.com
phone:
(631)298-2250
Tl I I I I I Ll- I I F1---I A email:
michael@mchdesignservices.com
UT
® FFHpill I I
w4w
U L 1741 T
® v l
t I
1 - O
W
U
PROPOSED WEST ELEVATION W A
" SCALE: 1/4" = V-0" W
tl� L �
- N �
z �
w
DRAWN BY: MH
-711111611 9/27/2022
SCALE: SEE PLAN
O
SHEET NO:
m
+�2 c .2 •" �•_,
PROPOSED NORTH ELEVATION ARo> ES
SCALE: 1/4" = V-0"
C H
r, r r, Design Services
mm.mchdesignservices.com
phone:
-- (631)298-2250
email:
michael@mchdesignservices.com
Y4
lop
w O
PROPOSED EAST ELEVATION �----
SCALE: 1/4" = V-0" t A
sjj —
� Az
ICJ w V �
z
N �
o �
�-
� W
0
0
DRAWN BY: MH
9/27/2022
�� . NFw SCALE: SEE PLAN
LLI
: . . : . * _T;A SHEET NO:
w
0?25 2
SSI NA
PROPOSED SOUTH ELEVATION
SCALE: 1/4" = V-0"
H
M C H
Design Services
" www.mchdesignservices.com
�� II
" phone:
(631)298-2250
II
O
email:
michael@mchdesignservices.com
E%3-]%R GIRDER
REMOVE INTERIOR WALLS
EXCEPT AT MECHANICAL ROOM Vol
11 - F O
0
_ W
EXISTING FOUNDATION PLAN
SCALE: 1/8" = 1'-0" V
z
uj A w O
w A
� Az
EXISTING DECK TO REMOVE
Ln
Vol � Ln
EXITING CONCRETE PATIO
a Z M1 1 r�^
O PQ V J
o pq w
O
EXISTING BEDROOM EXISTING EXISTING KITCHEN EXISTING DINING ROOM
No.l BATH
oon-No
EXISTING STORAGE ROOM
EXISTING LIVING ROOM :1
EXISTING BEDROOM EXISTING BEDROOM -j <
Na.2 Nm 3
EXISTING COVERED PORCH
TO REMOVE DRAWN BY: MH
9/27/2022
SCALE: SEE PLAN
EXISTING FLOOR PLAN c��^� '3,°„&R�Q�'P,� SHEET NO:
SCALE: 1/8" = 1'-0" 0- ,. "�•� w
A���FE 10
A ..
56'-011
3'-2%" 7'-0" 14'-3%" e 13'-0" 18'-611 M H
6'-6" 6'-6" Design Services
-(2)2X8ACQGIRDER -® (2)2X8ACQ GIRDER -� WWW.mchdesignservices.com
phone:
— — — — — — — — 6X6 ACQ POST ON I0 16X6 ACQ POST ON (631)298-2250
LID
12"dia.CONC.PIER ® CD I 112"dia.CONC.PIER
(2)2X8 ACQ GIRDER MIN.T BELOW GRADE LEDGER BOARD TO BE FASTENDED iD I I MIN.3'BELOW GRADE email:
I ON UNDISTURBED SOIL TO BUILDING WITH TIMBERLOK8 U
�D I I a I ON UNDISTURBED SOIL michael@mchdesignservices.com
i0 I 2X8 ACQ I SELF-COUNTERSINKING SCREWS I N I r — n
@16"OC I BY OLYMPIC MANUFACTURING
(2 SCREWS @ 32"O.C.)
1 1
v
a
FILL IN EXISTING
WINDOW I
�---------------- II
1
u I � REN V)OVE EXISTING CHIMNEY I I
o ANDMECHANI ALS.INSTALL
III
`r° NEIAI GAS FUR ACE WITHCIC 0 EXISTING
1 DIRECT VENT AN ON DEMAND
w ONCRETE STEP I I FRAME OUT 2X4 STUD WALL
LAUNDRY HOTW TER
X 1 TO REMAIN OVER FORMER GARAGE SLAB
TO BOTTOM OF FLOOR JOISTS
W X ROOM O
XI � II
1
x
1 w
X I 1
4'-811 'r 1
LALLY COLUMN OVER
#4 REBAR z'xz'xl'FFG 2'-6"
HSS 3.5"dia.TUBE STEEL 1 I I
@12"0C COLUMN OVER 1 ' __-_
--------� - ---------� - - , `- REMOVE STAIR < z
3'X3'Xl'CONC.FOOTING N 1
(TYP) (3)1 3/4X11-7/8 ML w/(2)3/4"STEEL PLATES I
REINFORCED w/(5)1t4 BARS e.w- 1 1 1 1 1 SPACE TO BE USED
B -- 1 l ON EACH SIDE OF GIRDER 1 __ ' _ FOR STORAGES AND W
---- -
-- ___'____' ------- --------------------------------------- ----'__ __= y -_ _-- _--_----_-====y==== �_- ---------------- B
_� ACCESS UNDER KITCHEN (^\
NSS 3.5"dia TUBE STEEL LALLY COLL MN OVER ' LALLY CO UV1N OVER u rr1 O
^�
COLUM q OVER ' 3�3'XV CO C.FOOTIN4' '� 'Xl'C N..FOOTING
3,X3X1'L NG C.EPDTI
� REINFORCED w/5)t14 BARS e.w. 4'-0"
w
16-0 6'-0' 8-0' 8-0 � NEW 2X8 DF#2 FJ @12"OC 3'-6"
II fLD
REMOVE EXISTING COLUMNS AND GIRDER �o ; r U
REPLACE WITH NEW(AS SHOWN) uj
INTO
DRYWELL O 2 8 ACQ
d DOUBLE UP FLOOR JOISTS oo I I Ca 16"OC I III I (1'�\ V
I N LEDGER BOARD TO BE FASTENDED
UNDER BATHROOMS - ~
w TO BUILDING WITH TIMBERLOKe I I u
I ° n �
SELF-COUNTERSINKING SCREWS I a
? BY OLYMPIC MANUFACTURING I I I,II I O
O FRAME OUT 2X4 STUD WALL m IIII - \! Ln
o (2 SCREWS @ 32"O.C.) I
1 I I OVER FORMER GARAGE SLAB v
I I I TO BOTTOM OF FLOOR JOISTS
I ° L6X6X1/2 STEEL HEADER 1 , , 1
v e v u v .. v 2)2X ACQ FFU 1
-------------- FILL IN EXISTING
REBAR
REMOVE EXISTINGMASONRY PORCH
O
I '_;;;;_I-j
@12"OC ~�
6X6 ACQ POST 12"dia.PIER U WINDOW
I 2'X2'Xl'FTC MIN.TBELOW o
(TYP) o
GRADE ON DISTURBED SOIL
"u O
oLD I IIII I _�
U
lD Ln I Q IIII I in
HOUSE TO BE ELEVATED APROXIMATELY
16"ABOVE EXISTING FOUNDATION. ,_____, ,___ _
--• •-----• -------
(3) -III I-
1111 _
SECURE BUILT UP HEIGHT PRIOR TO ' I ' --- -- 2X8 ACQ GIRDER------ ' ' ' ' (3)2X8 ACQ GIRDER-
2X8 ACQ SILL PLATE
OVER TERMITE SHIELD ANCHORING IN PLACE PER CODE = I _� -- __- ___ -___ -_ - _ -- _-- -- __-_ _ ---------------
-- _-- -- -- --�_
AND SILL SEAL(TYP) L — — — — — — — — — — — — — — — — — — — — — — — — — — — —
2COURSESCMUTOBEINSTALLED
EXISTING FLOOR SYSTEM OVER EXISTING PC WALL.#S REBAR
TO BE DRILLED AND EPDXIED INTO 10'-101, 10'-101, 4'-0" "
CONCRETE WALL @16"OC.
MORTAR (OPTION:PONY WALL OVER EX.WALL)
(TYP) 37'-611
STUCCO FOUNDATION
AROUND PERIMETER
4
oL111111119. 9piq.I�TI1.,;GRADE
A PROPOSED FOUNDATION PLAN
SCALE: 1/4" = V-0" DRAWN BY: MH
I
00
9/27/2022
a Qe EXISTING 7'h PC WALL SCALE: SEE PLAN
f f E 0,p
SHEET NO:
1 ,—
�
o D e
07?.5QZ
PARTIAL SECTION A���SS01
SCALE: 3/8" = 1'4"
A
__________________ _________________ __________________
M C H
Design Services
56-0
__---- www.mchdesignservices.com
phone:
6'-8%" ------------------ 12'-7%" 11'-7%"------------------------------ 17'-9" 7'_3" (631)298-2250
------------------ --------------------------------
email:
r• — — — — — — — — — , michael@mchdesignservices.com
I I I I I I
LA ING I!A N ING I S 1/4X5 1/4
PARALLAM
FWE 60611L I I TW3046-2 I F'�G120611-4 SAAS I POST TW2636-3
a D-
(3)9-1/ ML HDR (3)9-1/2 ML HDR (2)11-1/4 ML w/1/2"STEEL PLATE HDR ;----13) DR
I 1 1
� I 1
u ' u
r z
a
12'-6" 2-b" 7'-91' ° 15'-0" 16'-10%" Zn
1
u 1 O G
O , u O
•�-� Q ' Q p w 0 06 m w = a
m 00 u O o0 0 co o M
�' OFFICE N O m �j (Y N N r — — — — — 1 N F
0 0 OP
LL ? I I M
- - - - - - - - - - -i - - - - - - - - - ~ - - - - - - - - - - ' � � I 45X45 1 IIIr���,7
N SKYLIGHT 1 U
MASTER BEDROOM O1
�-I OWNFR TO REVIEW WINDOW LOCATIONS LIVING ROOM ' N L — — — — — J
WITH BED LOCATION PRIOR TO ORDERINGrW,
�� - —J " w PROPOSED KITCHEN >
2 9-1/2 ML HDR (2)1-3/4X14 ML w/3/4"STEEL�LU H BEAM ^' w m
o _ - ( ) / 113-1/2X5-1/4 I KITCHEN LAYOUTTBD a J
B , _ v a CATHEDRAL CEILING
v .-I - I I PARALLAM LD a o 1J
`V o (2)2X10 HDR (2)2X10 HDR - N o I I POST I 6'-4" 13'-6%" ;I.
r' a o„ a" M 10'-0%z" 511 , VWJ
---------------- I i 2'-4" W
1� 2'-4" '/ o PROPOSED DINING ROOM al_o„ /'� �J
- - - - - I PANTRY � F---I
LC `DD 3-1/2X5-1/4
u e i XI _ ARALLAM ^
5'-10" j 'i m o POST A F--1
v = - BATH o --------- ^
M O \ / O N ' --------- u0,1 O 0 1 1 / 1 1 1 W O
LL v 1mMASTER BATH 3'-1" 11'-7" I ,oll -- 3_-4% -- o ® X U I--JI
O OD N O O N M
1 11 1 " (z ® L J ,
5-0/ 5-10 o � ,� --------- ��-Y—
1 1 I 1 1 1 1 1 1 1 1 1
O �.O 1 1 1 1 1 O
4 In
6 6
S R '- ' ' _
1 , I 1 lO
- COUNTER ,tn , 1 1 1 1 1Z N
p "X I I I 1 1 1 1 ''n
z ry R m CDO ( -1/2 ML HDR 1 I I 1 IPq
(3)2 10 HDR 1/4-3/0-1/4X6-8(3)2X10 HDR SHELVES O
(3)2X10 DF#2 HDR
M W
I ' 2, - - Pq
TW2636 -TW2636 I o - - - - - - TW2636 TW2636-3 Z
CANTH EVER JOISTS m CANTILEVER JOISTS o 1 ^-
ASSHOWN ABOVE ' 0 AS SHOWN ABOVE o
7'-611 7'-5" 7'-71' I N 5'-11" CgVE��ED PORCH 2'-10%" 9' 6Y4" 7'-3%'l N
01
O ' N
lO u U
I 8X8 COLUMN x
w/6X6 POST ` @j
(3)2X10 GIRDER(BOX IN) _ (3)2X10 GIRDER(BOX IN) TYR (3)2X10 GIRDER(BOX IN) _ Q
- — - — - — - — - — - — - — - - — - — - - — - — - -
--------------------------------
22'-6" 13'-10"
-------------------------------
wS61-011
---------------------------------
-------------------------------
DRAWN BY: MH
--------------- ---------------
--------------- ---------------- 9/27/2022
A �4 F NE►,1,y SCALE: SEE PLAN
P � pE�R O
g %Vi' 4-0 'per
SHEET NO:
Z = 2
PROPOSED 1ST. FLOOR PLAN
tc`OA
SCALE: 1/4" = V-011 'Qo -s NPR'
M C H
Design Services
www.mchdesignservices.com
A phone:
(631)298-2250
41'-11" email:
michael@mchdesignservices.com
ol 6'-8Y4" 12'-7Y4" 14'-4" 8'-2%"
8'-011 8'-011 V 81-0"
io r •
FWG60611L FWG60611L
3 2 HDR (3)2X8 HDR 1 (3)2X8 HDR O
60 11APLR
I 1
I ,
1 1
1 I
� 1 LBEDROOM BEDROOM Z
No. 3 0 No. 4
0
Nco
= 1 1 A w o
m MASTER BEDROOM o o uj
H1 1
N No. 2 w
r1 1 1 v J P
1 1
1 1
1 1
2'-6" 2'-6" /1J w
(2)2X8 HDR (2)2X8 HDR P4 P4 z
B - 12'-6%" 2'-0" 11'-8%" ,
N O \ C FIr"I' A Z
N W w O
5'-2" 23'-2" N
(2)2X8 HDR A
F -1
2'-4" / 2'-4" ---z ---- � W
• • • ♦ ---- ---- I O
_ � LOFT u ---- ----
m N MASTER BATH LINENZn
Z`N-' --------- /�
NO 2 - 3'hRAILING --------- Fi•�
00 9'-1 2 6'-311 1'-711 00 X O
00 x ---------
O N 1 1 1 1 1 1 M W
� 1 1 1 1 I W
1 1 1 1 1 I
ECC4'-6Y2" 4' ' " 2-8" BATH eN No. 2 Z MDf
2 FLUSH - _ - - _ - (3)2X8 DF#i2 FLUSH (3)2X8 HDR Q
TW2636
TW2636 TW2636 1O TW2636 TW2636 �
2'-7" 4'-1011 2'-7" 2'-7" 4'-10" 2'-7" 5'-9%2" 2'-8%"
4'-10" 10'-0" 8'-7" 10'4" 8'-6"
41'-11"
01
A DRAWN BY: MH
9/27/2022
PROPOSED 2ND. FLOOR PLAN ��-�'F "Ewe- SCALE: SEE PLAN
P `' DE��' O
4 ,Q
SCALE: 114" = 1'-0"
_;. W SHEET NO:
fnQA 07�5 2
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
A
_ ____________ _____________________________ _________________________________ __--_____________________________ ___ ______--- -----_______�__________= Z
' � - -
I I
^ 1 ' 0D
1 IL ' I p �
erp,, 2 2X10 O
' I V - ~ ' V
cc1
Q'
45X45 X ;
SKYLIGHT
� A W O
(2)2X10 I ' 1 u�
1 1 1 1 1 1"1 1 1 1 I ^
"----- ----------------------------------- -----"----------------------------------' [—TJ•
1-3/4X9-1/2 ML RIDGE
(2)1-3/4X11-7/8 ML RIDGE D J P4 1_��Jj1 '/`/.' 1 I I I ' I ' ��'/-1•
' I 1 1 • , I � I A
A z
1
P lD 12 ; 1
'
12 � O
� � /w\
12 o �v .� L
n
I � � �P , � 17J 1 1 1 ; � �'- � 1 ' X ' I I —
PQ
b- o v
1 I 1�ti , X Fj ' , X
V 12 N 12 2X12 LAYOVER PLATE M W
' �
OC
2X o
1 `O f 2X`R� I
I ' ' ' _ _ @16"OC ' 1 '
`----------- - , `------------ 1 I ------------' ---- ------J=----------- - -------------- -------------' ---- -------------------------- ------------------------------------,-'- - - -
--------------
io
12CC
C,
6
ADIUST AS REQ. 00
X
(:
N
A DRAWN BY: MH
PROPOSED ROOF PLAN 9/27/2022
SCALE: 1/4" = 1'-0" F NF SCALE: SEE PLAN
s R
ON
t) SHEET NO:
U
Z
oA 25A 7
oz
AMM
1-3/4X9-1/4 MIL
RIDGE
12 2X10 RIDGE M
4 ' C (2)1-3/4X7-1/4 L
MLVALLEY
2X8 RR
2xgRR @16"OC Design Services
2X8 CJ @16"O
(3)2X8 www.mchdesignservices.com
phone:
(631)298-2250
email:
o michael@mchdesignservices.com
0
3'h RAILIN5
3'h RAILING
SOLID 12
3 4"SUBFLOO BLO KIN �xB?RnQI 6 — —
s
14"TJ1230 FJ @16"C �� 2x6C1 @16"o c
N , 2X8 ACQD1@16"OC [ �1
SOLID (2)1-3/4X14 ML ELO G UNDER z (3)2X10 �/ j�
BLOCKING TRIM PLATE w/3/4"STEEL CING
AS REQUIRED 6X6 ACQ GIRDER
I 1
1 1
� f
POST
' o
I I 8X8 COLUMN
I t 00
1
1 1
" U
1 1
� 1 1
I 1
1
1 1
4 DECKING — ' f
—5 4 CKI
2X8 ACQ@16"oc EXISTING FLOOR SYSTE zxR ACQ816"OC f f _ ^
(2)2X8 ACQ INSTALL 2 COURSES (3)2X10 ACQ 1—�I
GIRDER -' CMU OVER EX.WALL (3)1-3/4X11-7/8 2X6/27,8 ACQ PLATE
GIRDER W
MLGIRDER
e, OVER TERMITE SHIELD e, �•-I
6x6 ACQ 6X6 ACQ
PosT ANC SILL SEAL POST
•. LALLY •. cork. 1�-1
Np COC. CD COLUMN ' PIER O F-1
M `PIER �• ^ a, (Y)
4�i 24"X24"X12"
EXISTING b b CONC.FOOTING W O
E71 ICI
FOUNDATION U
.. A
6.
36"X36"X12" L ) \'
CONC.FOOTING 1/1
Faiq
Generated by REScheck-Web Software
CROSS SECTION A -e,
SCALE: 1/4" = 11-0" Compliance Certificate W
Project TABIBZADEH RESIDENCE
Energy Code: 2018 IECC
Location: Southold,New York
Construct
Project Tylpe:on Type. Addition Single-family
Climate Zone: 4 5572 HDD 11/ I t-P 11/4 111411H
11/4 ( )
Permit Date:
we '^� tAy EAy Permit Number.
v10 ER Construction Site: Owner/Agent: Designer/Contractor:
505 CEDAR DRIVE
1 3 1 3 11/4 3 EAST MARION,NEW YORK
co 11/4 1114. c.o.
3
r
Compliance:0.4%Better Than Code Maximum UA: 230 Your UA:229 Maximum SHGC: 0.40 Your SHGC:0.28
The%Better or Worse Than Code Index reflects hold cl—to compliance the house Is based on code trade-off odes.
It DOES NOT p—de an a bmate of energy use m cost relative to a mmim"mcode home.
t 114. 1 vp v/+ u/a 11/S t/4 1 Us Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
WC UV 1AV IAV WC SINK
DW
ER SH R
Envelope Assemblies DRAWN BY: MH
1 3 3 1 1 .t Y ,}i -�V'..m•arw.e' .d` 'dR"^^ea '^4^{
co 1 11/4 1/4 I co. J co . At
11/4
3 3
11/4 Ceiling:Flat Ceiling or Scissor Truss 1,016 42.0 0.0 0.028 0.026 28 26 �27�2�22
Ceiling 1:Cathedral Ceiling 351 30.0 0.0 0.034 0.02E 12 9 9 7 LL
3• Wall:Wood Frame,16"o.c. 422 20.0 0.0 0.059 0.060 18 19
wM FAI. Door.Glass Door(over 50%glazing) 320 7 7 310 0. . ./
SHGC:0.21 SCALE: SEE PLAN
Window:Wood Frame 21 0 89 0.300 0.320 27 28 P DE�� ��
11/' 3 SHGC:0.31 r�
c.D. Wall 1:Wood Frame.16"o.c. 1.077 20.0 0.0 0.059 0.060 50 50 (� t`':� �,`.% �Otr
4
Door 1:Glass Door(over 50%glazing)
SLOPE"1/4"PER FOOT PITCH TO DRAIN m AnwvrD SHGC:0.2E 82 0.300 0.320 25 26
.•cI sER C5Y1 EM r c w 3' tL'
„ Doe:
0.24 Glass Door(over 50%glazing)
SHGC; t) .-
42 0.3°° 0.320 13 13 w
u, SHEET N O:
(T1 dt
Window:Wood Frame ( - �- Z
SHGC:0.31 4 0.290 0.320 1 1 P •� trr ,-a ��
Window 1:Wood Frame F 109 0.300 0.320 33 35 �Q ?5(
PLUMBING SCHEMATIC SHGC: i0C
Floor:All-Wo-Wo od Joist/Fn1ss 351 21.0 0.0 0.044 0.047 15 16 I r�F�SS`Q
SCALE: NOT TO SCALE
Js
Project Title:TABIBZADEH RESIDENCE Report date: 09/27/22
Data filename: Page 1 of 2
1-3/4X9-1/2 ML RIDGE
(2)1-3/4X11-7/8 ML RIDGE a ��
it II n nl n n nl n 11 II
II II II III II II 111 II II II M C H
2X8 RR @16"OC n n It
II II Design Services
it II / � / it 11 II II
II 11 II II ,/ / / it II 11 II
n u n n n n n 2X8 CJ @16"OC I, It
it II 11 I, I,/ 11 It It II
___-___4: I I 11 I I
www.mchdesignservices.com
II 11 II III II 11 III II II II phone:
II II II III II II 111 II 11 ,I
(631)298-2250
it II II 111 II II III II II 11
II II 11 I11 II 11 III II II II
1
II II 11 III II 11 III 11 II 11
II II II III II 11 III II II II email:
II II II 111 II II III II II 11
II michael@mchdesignservices.com
II II II III II 11 III 11 II II
II II II III 11 II III II II II
II 11 II ,,, 11 II 111 II 11 II
II II II III II II III II 11 II
II II II III II II III II II I�
3/4"SUBFLOORTA,
- it II 11 111 II 11 III 11 II II �
it II 11 III II 11 III 11 II II r1
II II 11 III 11 II III 11 II 11 '
II II II III II 11 111 11 11 II Ln
— N
14"TJ11230 WOOD-I FJ @16"OC (2)1-3/4X14 ML
w/3/4"STEEL V >
® ® ® z
�O L-1 UU1
V
U
EXISTING 2X8 FJIII I.
EXISTING 2),8 FJ
— — 2X8 DF#2 FJ @12"OC Z
2 COURSES CMU o O o U c O c O c O c 0 0 (3)1-3/4X11-7/8 ML GIRDER
OVER EXIST.PC WALL ADD(2)3/4"STEEL PLATES TO GIRDER
e,
e. 2X4 STUD WALL
OVER EXISTING 2 COURSES CMU
IIIOVER EXIST PC WALL :
•� CONC.FOUNDATION •� F��
00 •1 EXISTING
ao HSS 3.5dia.TUBE HSS 3.5dia.TUBE •, b •• `•I J
�' •1 W
EXISTING .. STEEL COLUMN STEEL COLUMN LALLY LAW •� G
e, COLUMN COLUMN PC WALL 6•• O /1J W
e' EXISTING e' m
PC WALL P4 1:4 z
: PC WALL e;
.. .. W O
. v• a ,, vA n ___ v• a vi u
3'X3'X1'CONC.FTG 3'X3'Xl'CONC.'FTG 3'X3'Xl' 3'X3'Xl'
w/(3)#4 REBAR ew w/(3)#4 REBAR ew CONC.FTG CONC.FTG Von)
Q
Ln
CROSS SECTION B Z� N
SCALE: 1 4" = V-0" C (
H
it 0 PPW
1 I r own-me
�r
Fq
® ® ® ® Q
FASTENER TYPE: SPACING:
Nu 8 WOOD-SCREW
BASED ANCOR WITH/ 16,OC
tin.EMBEDMENT LENGTH
® s
N.10 WOOD SCREWS
BABASEDED Eo ANCHOR WITH 16'OC
Dn.EMBEDMENT LENGTH
114.tl.VGSOtEW
BASED ANCl01t WITH 16.OC
Dn.EMBEOMIM LFNGTiI
e
® ® 3/4'APA PLYWOOD
4EATHTNG
GRACE
APA RAT®SHEATHING
GRADE RYW(XX)
(ALTERNATIVINE:7/16'OSB.) o
® ® Ilr APA RATED SIIEATHING
GRADE PLYWOOD
(ALTERNATIVIVE:7/16'OS.B.) 10
FASTENER TYPE SPACING: 2X4 DFx2 DRAWN\WN BY: MH
W.B WOOD-SOtEW SNDS
BASED ANCHOR WITH 10,OC
WINDOWSILL Dn.EMBEDMENT LENGTH
TYPICAL WINDOW OPENING Nn.IBW00650EN5 n/��/20��
BASED tin. ANCHDMENT LENGTHOR WITH 12.OC 7
PANEL SPAN EQUAL OR SMALLER EMBE
THAN 4 FEET 1/41n.dia.LACSCtEW
BASED ANCHOR WITH IV OC
EMBEDMENT LENGTH
TYPICAL DOOR OPENING
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYVA70D ASSEMBLIES FASTENER TYPE: SPACING: SCALE: SEE PLAN
AND EQUAL OR SMALLER TOGETHERA 4WTTH STAINLESS STEEL o.N B WOODSUtEW
THAN 6FEET ORGALWNI2EDBOLTSW/WASHERS BASED ANCHOR WITH It"OC
AND NUS @ 2'41'O.C. 2 h.EMBEDABIT LENGTH
N.to woo0-smEws
F )F NEW
TYPICAL MULTIPLE AN 6OPENINGS D NO10"" " �0C SHEET N O
2n.EMBLDPENTLENGTH
PANEL SPAN GREATER THAN 6 FEET CO DE�R�F O,p
AND EQUAL OR SMALLER I�Du.LAGSHOR REW IV,OC C'w� 0
THAN 8 FEET 2in.EMBEDMENT LENGTH * * ■
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL =•� ''•
AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING to Lu
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16°
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO �A 1z
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. S
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENIN3.IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
M C H
KINc STUDS
\
Design Services
ENDWALL RAFTER
� CRIPPLE STUD WALL STUD
RIDGE BOTTOM PLATE www.mchdesignservices.com
HEADER LEDGER BATHTUB
phone:
SIDEWALL
DOUBLE JOIST (631)298-2250
JACK STUDS RAFTER
email:
FLOOR USE NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
michael@mchdesignservices.com
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS 41
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBER DCSCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP Rq2X10
USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"z12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
E 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
LS210 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
METAL STRAP 11110 Id LOCATED BY CONTRACTOR
CRICKET AT TOP-SIDE OF
RIM BOARD CHIMNEY VENTILATION
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
VENTILATION WOOD JOIST
FOUNDATION '
' SIDEWALL FLASHING
• - ' - _ TOP PLATE BLOCKING O
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WAIL STUDS 048"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 W
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
INSTALL 4'0" O.C. �,' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT r '
RESISTANT METAL MESH WITH MESH
PROVIDE HEMMED EDGE AT FIT ONTIN. So
/ EXT. PLYWOOD v
ON ALL OPENINGS OPENINGS OF +/. INCH IN DIMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
AND TO R TO MAINTAIN AIR SOFFITED LAVE
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY ON ALL OPENINGS / ACTION 4' - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO
EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNET TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS -J
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER
SOFFITED LAVE DETAIL ION ALL OPENINGS KEEP ROOFING NAILS OUT O
2ND. FLOOR WALL � OF FLASHING � 1/L'�J\ `
ROOFING LAPS BASE
FLASHING 4 INCHES
RAFTER
BASE FLASHING WRAPS CORNERS,Ll MATERIAL DICE CAP OF SAME
AS ROOFING
EXTENDS UNDER SHINGLES AT R r-,SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT (^,
WOOD JOIST
TOP PLATE
SIDE WALL FLASHING GIRDER/HEADER
1ST. FLOOR WALL STAPPING ATTACHED TO WALL STUDS®48"OC O
AND ALLL WINDOW/DOOR
DOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD WOOD JOIST
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS
Ln
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION O
4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION , w
ON ALL OPENINGS PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ,w
RAFTER P CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH L( )INSTALL 4'0" O.C. / LAIE NU
TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS Z N
PLATES TO EACH STUC rr^y
DB L. SILL PLATE I V
TERMITE SHIELD �—SUBFLOOR M w
SILL GASKET WOOD JOISTS '■■r■■'
7
SLAB
TYP. CONC- FOUNDATION A CONC.GRANULAR FILL V GASKET` NEOPRENE ��
DAMPPROOF EXTERIOR 6 MIL. POLY •
b ' 2x6 /2x8 CONTINUOUS WOOD PLATE
6MIL POLY ON EXTERIOR
.�' TH
V 3 STEEL COLUMN
A • I I %, ,•� ' - I 1/2 - DIA. BOLTS®BOLTED TO STELA 8"ox. STAG.
i
��♦ STEEL BEAM
■ ♦ CONC. SLAB d a •p - ■ .c•° ` ROOF JACK ,/ i'
a•e � A 1•p ANCHOR BOLT EMBEDMENT:
COMPACT FILLIBLOCK 4" x 1 4" x 8" STEEL
•e V V '' ' ' • _ • _ A o • POUREDW CONCRETE:
/
w ROOFING LAPS TOP AND BOTTOM PLATE
KEYWAY FOOTING o FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
t.•• ^ N C•� •• CONC. FTG. •p ,C Q•p o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT
_ ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) Q
REINFORCING BAR I I
DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN
I � ( 10 KIPS )
SUPPORTING MAXIMUM SPACIN3 FLASHING LAPS
SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM '
CRAWL SPACE OR FOUNDATION
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" O TYPICAL BEAM DETAIL
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION C STEEL/ BOTTOM BEARING
[oIifALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
GONG. SLAB I I- SUBFLOOR
6X6 10/10 WWM DOOR FRAME
COMPACT FILL GARAGE �1 O,_JOIST
DOOR DRAWN BY: MH
USE 2X8 STEEL BEAM
FOR BLOCKOUT
4" SLAB
P.T. PLATE // W/ 6X6 WMM \I SLOPE /��/LO G
• .� 1/2" AIR SPACE 1 - . s7ilt 4"DRIVEWAY —' NOTCH JOIST AND ADJUST HEIGHT
AT END AND ,., 9 1 21" . •• (WITH A NAILING PLATE IF NEEDED)
r - y�'p ES OF WOOD �• •• °• =• • • TO BE APROX. 1 2" OR HIGHER THAN
GRADE ' a -=__a__-_-ar-- --o 4• A /
•p ,(:•p �• . -d . a , a G •e s BEAMS = • GE
e e =o' e O -• :•, (PROVISTEEDE BEAM TO STRAPPING 0 EEPLOW J JOISTS ASHRINKLIGNED) SCALE: SEE
12" ' = 6X6 W.W.M. •- -a- - �•- — — - I =,,, • - a V. - • • •- __ ` PLAN
o n ■ e a o' a 'n
MIN. 'w •p •p A• � `*`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM � � •0 S FLOOR
.j•6 c e e .
a REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM 1' p =° e
•D REINFORCING BAR e• e 0•a-° s ° II-II
DRAIN TILE I� ►I _ ° r
_
12" SHEET METAL/ 30# FELT UNDER BEAM AT POINT •_a``'A 0 •0 e
•e : $T OF CONTACT WITH CONCRETE OR CONC. BLOCK O� SHEET N O■
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WI1H 2 �'( ) �4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . ew 3N SHIMS TO LEVEL BEAM � TE•{!�, 7
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT _�+_ � ?�•�
Ly
BEAM POCKET 2 �•
in
OAS p?5�'
OAS 0
CODE: 2020 IRC, 2020 NYS UNIFORM
CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE C H
GROUNE WIND SEISMIC FROST WINTERICESHIELD FLOOD D e s i Services5
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS SNOW SPEED DESIGN EATHERIN LINE TERMITE DEC" DESIGN UN R E s
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
HAZARDS
20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO TOHEAVY MODERATE 11 NONE -
USE THE FOLLOWING OR APPROVED LISP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAP\CITY.
4"MAX
SOIL COMPAC'nON: www.mchdesignservices.com
1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000y
KING STUDS CAPACITY. phone:
2).NEW FlLL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING$OIL (631)298-2250 CONDITIONS PRIOR TO FlLL.REMOVE AND ADD ADDITIONAL FlLL AS NEEDED.
4•DIA.MAXIMUM 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 959.PROCTOR DENSITY(PER ASTM D 698
RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12-LIFTS(iYPIC AL).CONTRAC TON TO HAVE
FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. small.
LEDGER michael@mchdesignservices.com
RIDGE HEADER
DECK AND COVERED PORCH NOTES:
1).Unless otherwise noted,all framing material to be Nl ACQ pressure treated lumber.
Z All fasteners,hangers and anchors to be galvinized or stainless steel.
RAFTER JACK STUDS
2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts
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"04"02"thick concrete
LEDGER TO BE CONNECTED TO BLDG.USING 1/2'DIA.BOLTS 16.00 WITH WASHERS HEADER-TO-POST/SEUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall
RIDGE-TO-RAFTER CONNECTION I RAFTER SIZEI USP NUMBERI DESCRIPTION I APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 R.below grade. �\
STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE 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 LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X70 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE U
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 1R"dia.bolts with washer
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 gir . O
RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building.
9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal
POST for any contact with ACQ.
if TOP PLATETOP PLATEr ,
BALUSTERS U
RIM/DECKJOIST ° HANDRAIL NOTES: z
�
WALL STUD ° All required handrails shall be of one of the following types
OPEN BALUSTER ATTACHED TO WALL WALL STUD
provided equivalent graspability, &.. rT,
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1.Handrails with circular cross section shall have an w
RAFTER TO PUTE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION /\J
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH outside diameter of at least 1-1/4 inches and not greater
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
RAFTER/PUT RT75 TYDOWN ANCHOR 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 CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION 8 W
EACH RAFTER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS than dimension
inches with a maximum cross section of
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER dimension of 2-1/4 inches. F� �s
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
inches shall provide graspable finger recess area both W /•1J
sides the profile.The finger recess shall begin with a �•f�
distance of inch measured vertically from the Tallest ^
4•MAX. portion of the
profile and achieve a depth of at least 5/16 � H
4"DIA.MAXIMUM inch within 7/8 Inch below the widest portion of the
GIRDER/HEADER profile.The required depth shall continue for at least 3/8
zz 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
maximum of 2-3/4 Inches.Edges shall have a minimum
° radius of 0.01 inches.
JOIST POST/COLUMN °°
POST/COLUMN
W V
NAILING SCHEDULE � ■�r/�•
GIRDER/HEADER Ln
)DINT DESCRIPTION NAIL NAIL NOTES O QTY. SPACING Vol\! /•� u POST-TO-USP NUMBER
CONNECTION AS PER TABLE 3.8 L. / \'
STRUCTURAL PANEL Sd
U, LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC
SPLICED JOISTS OVER HEADERIGIRDER 4.4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN
DECK/PORCH RAILING LOCATION JUSP NUMBERI DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO U POST-TO-GIRDERMEADER CONNECTION
CH COLUMN ROOF FRAMING:
-w
JOIST TO GIRDER/HEADER1 RT10 ITYDOWN ANCHOR CONNECT TO EACH JOI HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR JAPPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NAIL NAIL NOTES W
QTY. SPACING
RAFTER 8'WALL•3-8d COMMO EACH TOE-NAILPLATETE O 1�
TOP PLATE 10'WALL:4-8d COMMOt I RAFTER
CEILING JOIST 8'WALL 3-8d COMMOI, EACH TOE-NAIL
TO TOP PLATE 10'WALL 4-8d COMMor JOIST
CEILING JOIST TO AS PER TABLE 3.7 EACH FACE �ra>♦
° U PARALLEL RAFTER WFCM-SBC UP NAIL
BEARING PLATE PARALLEL
JOIST LAPS AS PER TABLE 3.7 EACH FACE
46 GIRDER OVER PARTITION WFCM-SBC LAP NAIL r ,
o COLLAR TIE AS PER TABLE 3.4 EACH FACE
TO RAFTER WFCM-SBC END NAIL
° WOOD JOIST BLOCKING EACH TOE Q
"•+ 2-8d COMMON
TO RAFTER END NAIL
LEDGER I I
RIM BOARD 2_16d COMMON EACH END
o GIRDER/HEADER ll CONCRETE PIER TO RAFTER END NAIL
WOOD JOIST
WOOD JOIST WALL FRAMING: Q
• JOINT DESCRIPTION QTV SPACING NAIL NOTES
FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO PER
(MINIMUM) TOP PLATE 2-1d COMMOr FOOT FACE NAIL
CEILING JOIST TO BLDG.CONNECTION
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION
LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM TOP PLATES AT 4-16d COMMO JOINTS FACE
IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS 1 LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL
TO ALLOW FOR SHRINKAGE. ROD I7 STUD TO 24" FACE
REQUIRED ll (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD 2-16d COMMO O.C. NAIL
FOR STU (31 BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE
HEADER TO ld COMMON 16"O.C. FACE
PU HEADER ALONG EDGES NAIL
SHING TUCKED UNDER I
TOP PIECE OF SIDING AND TOP OR
s1 PLATE TO STUD 3-1 d COMMOt PER 2x6 STUD NAIL
LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO:
PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST,BAND JOIST, 2-ld COMMOt FOOT FACE NAIL
END JOIST OR BLOCKING
1/2'DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT
CONNECTED TO BLDG.@16'OC DECK FRAMING:@16 c POSTMINIMUM
" RI TH _ END DISTANCE NAIL NAIL
o<n JOINT DESCRIPTION NOTES
QTY. SPACING q
ANcsToa • r�a ixin MINIM M s SILL,TOPPUTE ORGIRDER 4-8d COMMO JOIST NAIL `�/27/2022
FLOOR FRAMING a _ JOIST TO- PER TOE
2x JOISTS ••. ENS ANCE °
' --,'t •oy,• _ 12"x12"x12" BRIDGING 2-Bd COMMO E G.DEACH TOE
v -coNc.sue -?` •[}y ••qL•, ° CONCRETE FOOTING TO JOIST END NAIL
lAs RI -f:•• �a•� •a•� BLOCKING EAC TOE SCALE: SEE PLAN
BLOCKING FOR TO JOIST 2.8d COMMO EN NAIL JOIST HANGER a nre
LAG BOLTS •� CONc vru nAN BLOCKING TO: EACHE
3'-0 = NrA HOLLOW COLUMN UPLIFT 3-16d COMMO
RIM JOIST/BD. a. °" ,-9s ',t,• SIMPSON STRONG TIE MODEL STRRI/2 SILL LEDGER
TOP PLATE BLOC N
LEDGER STRIP EACH 4F
INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION 3-lbd COMMO ) 'w-
TO BEAM JOIST
LOCATION USP NUMBER DESCRIPTION APPLICATION (FjAIL rV
JOIST ON LEDGER 3-Bd COMMOI, P SHEET N O■
DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTIN TO BEAM J Y1L
6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTIN BAND JOIST C`END -- V O
TO JOIST 3-l6d COMMO S
BAND JOIST TO: 2-lbd COMMO R I a
SILL OR TOP PLATE
LLJ
OA 502
���SS10NP'
..
00
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: M C
GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL Design Service s
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL JOINT DESCRIPTION NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in tell of a ridge strap,the number of lOd common nails required QTY. SPACING CONSTRUCTION NOTES" in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO B'WALL-3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE www.mchdesignservices.com
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-Bd COMMON JOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES g Y P g g P P FRAMING ELEMENTS phone:
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)R301.22 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 2. (631)298-2250
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS(S O STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/I80
P P P P 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(LIGHT FRAME WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HARD email:
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 30 )
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/360TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 4o CEILINGS michael@mchdesignservices.com
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 MASONRY WALLS(B'THICK) so (PCASTER srucCo) V360
FIRE ESCAPES 40 CEILINGS )
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_gd COMMON EACH TOE CONCRETE WALLS(6'THICK) 85 (GYPSUM) L240
accordance with table 3.3. TO RAFTER END NAIL GUARDS AND HANDRAILS 200 SIP WALLS t0 ALL OTHER STRUCTURAL MEMBERS V240
P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS(PLASTER.STUCCO 3).Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs (P ) W360
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGFR VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) W240
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20
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 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 QTY. SPACING
TOP PLATE TO PER FACE NAIL EXPOSURE CATEGORY (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, 2-16d COMMO t ^
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 v 1
5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMOt, 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 7A6 inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
STUD O.C. NAIL 5 m.:
attached with 8d common nails at 6"o.c.at the panel edges and 2" .c.in the feel p g s 1 o d,and FIRE PROTECTION Y 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"D.C.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.16d COMMON SMOKE&CO2 DETECTORS O
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"D.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 COMMO IER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-116d COMMO DER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FOOT SEE NOTE:1.2 w
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION SPACING NOTES
MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. QTY. 20 PSF 130 B SEVERE 3 FT. 17 NONE
JOIST TO: PER TOE
3).Provide 1/2"expansion joint material between concrete slabs and abutting TO HEAVY MODERATE -
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMO
SILL, GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 04i
4.An new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Lij O
) y g g with table 3.5.Window sill tares shall be have steel connectors in accordance with table 2-8d COMMO NAIL SPACING NAIL SPACING AT INTERMEDIATE
P TO JOIST END NAIL
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES
3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
uu
5).Unless otherwise noted,all slabs on grade to be 3000 .Concrete to be BLOCKING 2 Sd COMMO EACH TOE
END NAIL 4'PERIMETER EDGE ZONE Sd COMMON @ 6"O. 8d COMMON @ 6"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or gravell fill with 6x6 wire meshesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMOt EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS) N
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD F+�✓i
6).Crawls aces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C[ 8d COMMON @ 4"O.C. SEE NOTES:1,3
P Pattached with the above requirements. 3-16d COMMO � ram,
8x16 cast iron foundation vent for every 150 sq.ft.of area. q TO BEAM JOIST NAIL
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMO PER TOE NOTES I4 Z
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.
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. 3-16d COMMO
TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
8).Drainage as required 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: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
q ) P SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 W cl�s O
Girders on concrete piers shall/2 anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/z"dia x 7"long anchor bolt with washers and nuts. I N P g g g r ,
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL /^1 FFF iil
3).Ports supporting girders shall be anchored to a l2"x12"x12"thick concrete footing. JOINT DESCRIPTION
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nails 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 ft. P 8 g g
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR.
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
WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: L Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES N
SHEATHING LOCATION
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 r ,
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QT SPACING rF
g g SEE NOTES:1,3(BOTH FIELDS)
where needed. 4'EDGE ZONE 8d COMMON @ 6"O. Sd COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doll Fir. GYPSUM 7" O.C.ED;,E �(
( ) g• Sd COOLERS O
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. SEE NOTE:3
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:
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 where applicable. QTY. SPACING
5.All flush beams headers to be installed with heavy du galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TAR-E 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall
vY h'g g PANELS 8d COMMO WFCM-;BC
) g
anchors where applicable to all connecting joists. be used.
PLUMBING NOTES 7/16"OSB 6d COMMO 3"O.C.EDGE
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 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. Q
Sd COOLERS
on plans. WALLBOARD 10"O.0.FIELD
7).Provide 2-1-3/4"thick microlams(height to match Floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical).
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, I NAIL NAIL
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION
8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P QTY. SPACIN, 1).PROVIDE 5/r TYPE-X SHEETROCK FIRE STOPPING AT 1010 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS MATH z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
PP 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 BdcoMMo
1"OR LESS 12"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.44,5111
4'SILL-AFF
Under all bearing WdI1S. NYS Residential Code R302.11-FIREBLOCKING REQUIRED
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Rreblos king shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between storks•and behmeen 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 stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
) Y SY1).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 firebiodced at intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in wags constructed
CDX exterior sheathinggrade plywood.Plywood to cover over fates and headers. 1).Nailing requirements are based ge wall sheathing using parallel rows of studs or staggered g P� Yw 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 zheathng SOIL COMPACTION: studs.
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain hgher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished Floor to be installed shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
ELECTRICAL NOTES: �pp ^/�
over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces D R/iW N BY. I'1 H
P 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 t0 be installed as per N.Y.S.Residential�onstrlction 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
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 PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be perrlitted 3)•DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces.as required ,J/L//L O
rep by current N.Y.S.Residential Code.
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE.
22
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. SCALE: SEE PLAN
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G iV
WI E
be installed with a foam sill gasket and cop r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WrrH CAP
AND BASES.USE TH FLASHING CAPS TO
COVER TOP ^E D
O
� SHEET NO:
w
A�� ss10 P��