HomeMy WebLinkAbout50612-Z TOWN OF SOUTHOLD
Off, BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
+, SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 50612 Date: 5/2/2024
Permission is hereby granted to:
Fisher, Charles
3155 Soundview Ave
Mattituck, NY 11952
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
3155 Soundview Ave, Mattituck
SCTM #473889
Sec/Block/Lot# 94.-1-15
Pursuant to application dated 3/12/2024 and approved by the Building Inspector..
To expire on 11/1/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $715.50
CO-ADDITION TO DWELLING $100.00
Total: $815.50
Buil, ng Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 Litt ://'www,southol ttownii �.go
Date Received
APPLICATION FOR BUILDING PERMIT
.. r
For Office Use Only � s
PERMIT NO. D66 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:3/5/2024
OWNER(S)OF PROPERTY:
Name: SCTM # 1000-
Barbara Fisher
Project Address:3155 Soundview Ave,Mattituck
Phone#:631-889-5695 1Email:bfish53@yahoo.com
Mailing Address: 10 Clover Lane, Northport, NY 11768
CONTACT PERSON:
Name:Michael Hand
Mailing Address:PO 1256, Mattituck, NY 11952
Phone#:631-965-1947 Email:michael@mchdesignservices-com
DESIGN PROFESSIONAL INFORMATION:
Name:James Deerkoski
Mailing Address:Deer Path, Mattituck
Phone#:631-774-7355 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 $150,000-
Will the lot be re-graded? ❑Yes l@No Will excess fill be removed from premises? ❑Yes l@No
1
PROPERTY INFORMATION
Existing use of property:Single family dwelling Intended use of property:Single family dwelling
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes RNo IF YES, PROVIDE A COPY.
❑ Check Box After D eadirig: 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 Gass A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print panne):Gene Schumacher IgAuthorized Agent ❑Owner
Signature of Applicant: Date: 3/5/24
CCNINIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.01 BU6186050
COUNTY OF ) Qualified in Sluff^l� r'cunty
Cohnmission Expii us April 14.2 ��
being 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 (� , d
t --+hday of
Notary Public
PROPERTY OWNER AUT410RIZAT ION
(Where the applicant is not the owner)
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
B ilding Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
Vt5- residing at /rev er Icy.,� ����d�
(Print property owner's name) (Mailing Address)
do hereby authorize M,eA t.l lAnZ
(Agent)
to apply on my behalf to the
Southold Building Department.
(Owner's Signature) (Date)
(Print Owner's Name)
� � G-i
Q.ujZ (o�z0 Q4�i Qc to
d
LAND NIF OF (00 S LLC 0): W W `� z m �
I ¢ X o 4
WINDY HILLASSOCIATE o Z" w b o coa I Q� oW? W W
as 0Qc Ljc5 oZ a C7 y" �
1 Lai
50.00'
o Paz W� w COO ao a�i m
Wo �Q U
S05°00'0 �
o `(3 —
z
�.a 3 (4 �o
�k� �2¢ O� W Q 40
r
lT1 W W W z�nU 2 Q x ao
^9 3Q: pi"Z ¢O m d 0�=¢� ezQ
N Q.30 jk p Q W Q � a Q co
Z Lo�Q p
o � W a ot q
o o p
z' O 00 a 300 v,o� �� o y GQ '
O O a W uo ccoO �" 5 w E- w x
�OQ J Ojp J W W p a.
W m ¢ Pa
rr
� £
OV Z
Q p
L\L # Ca OmtiZ Q:J p
Z M I~ NORWW UV j p
O Q " ^ �Q: Oz
�0 v] zui W
= W 00\0) r WO�ti WO z CU
�n2¢z �z 'K Zi
o q W Wpw¢ O ¢ Zi
pUmQ o� ,
Q z cQ 6 �W
c�
0
W
�Lu Z cr
o // �zo� Qc
AY " .' �, N � Lu
Z Q co
�z ��
WRIGHT OF W �o 0
Y Q WO �ot � CV
o INGRESS/EGRESS 150.00 a co
-
00 � (0QjWLO� O
\ — N 05000'0011 W I �-� ? o >O
J
'rn— } y o w p�jO 0� L Z
N 0113 00 W I 1 NIF OF
a \ ,, 177.50' N 0500'00" W LAND m U o o W z Q � k
p HELEN STRITZLER I o w 3 a a Y o
w � 1 28.86'
M ¢CC OW W O
0 0p3W
0 2 ZQacFZ Zp4zi o p Y w
0 6 ~ pJo U Z
> REEVE RD. " Q W z Z m _� o _ J
W z t—
U / C� ��00 �O W J >- U
Q cn
2 Q24�i¢ �Q (A Q 2 Z
N W
o > d' W4¢iW0 �W m � Z> = OU Lo
o �Wjz (o ¢ CO Y M
Q pzo O? � w 0 �`' 0 0 N
¢WJ W� z > W Q z LL
d j�o� a
Ld
z ¢ c=i�
vi Q w in Ul U-
SITE DATA
PROPERTY: 14.942.9 SF 0.39 ac 1
ESTIMATED AREA OF 3.000 SF -
GROUND DISTURBANCE:
Sso00�00"F EXISTING: AREA: LOT COVERAGE: M
O HOUSE w/GARAGE 1,090.3SF 7.29% Design Services
O
,\00 COVERED PORCH: 26.0 SF 0.17%
ATTACHED SHED: 62.4 SF 0.42%
TOTAL: 1,178.7 SF 7.88% WWW.mchdesignservices.com
phone:
TO DEMOLISH: AREA: LOT COVERAGE: (631)298-2250
COVERED PORCH: -26.0 SF -0.17
SILT FENCE email:
EXISTING ATTACHED SHED ATTACHED SHED: -62.4 SF -0.42% michael@mchdesignservices.com
139 7t TO BE DEMOLISHED
' ----. PROPOSEd ROOF DECK OVER TOTAL: -88.4 SF -0.59%
ALTEREDIEXISTING GARAGE
/ .------ (PROPOSFD CONDITIONED)
2 / PROPOSED: AREA: LOT COVERAGE:
' `��� 5'XS' '�/ 32.7' STE P
' wa 2 o COVERED PORCH: 230.2 SF 1.54%
J
Z; �
Z)! DW I EXISTING 1 STY. HOUSE oo'
0 ' \ / j COMBINED TOTAL: 1,320.5 SF 8.83
0 i 30'ROB 20,
1 ° o
�„ , O j j ROPOSEpCOVERED j EXISTMGMASONRYSTOOP METES AND BOUNDS: SURVEYOR: KEN WOYCHUCK LS
O I STOPOIL I \ / PORCH �f�,� T�BE DEMOLISHED
V1 O - W DATE SURVEYED: NOVEMBER 18,2023
N 25 14 00 W N'��o, �, 2� (CONCRETE I <IITEFNfF - ZONE:R 40 ELEVATIONS REFRENCE:
` WASHOUT FLOOD ZONE X NAVD 1988
310.5'
SCTM: 1000-94-1-15
ALTER DRIVEW4Y
AS NEEDED• 05. PARKINGOR,
J2800, 1VsQ°0 °O SCOPE OF WORK GFA CALCULATIONS
t! RE-FRAME GARAGE: 239.6 SF LOCATION: AREA: &..
w
W .,� ALTERATIONS: 134.7 SF PROPERTY: 14,942.9 SF r7
OROOF DECK: 233.8 SF
fk�/NGBc �o COVERED PORCH: 230.2 SF (280 207d)GFA PERMITTED: 2,717.9 SF Z w O
of DEMO: 88.4 SF
aF°RqY EXISTING HOUSE w/GARAGE 1090.3 SF
0p O (NO BUILDING ADDITION) 1�
02
�z11 Z
'S0 00, 0 v J ..
w
2� z z E-4
o
��N/o v �•J�, Ln
Vol L
H c�
0 z
JIOnHISNOO 0 NOISg(] O
IdOd 3lb�NOdS3H ION 111S >tHOA
M3N30S 0003HIdOS1 3110jm3H SITE PLAN
3H1133W ,(VHS NOU0 H1SNO0 -nV
STORM WATER MANAGEMENT DETAILS •o 110-1 31 1dW00 39 SCALE: III = 20'-0"
1SnW NOI 0nH1 NI -'11fNId 'b
NOIINlnSNI 'S Q
LOCATION: SF AREA: 100%RUNOFF AT PDRYWELL
VIDE: DRYWELL JNI9Wnld'8�J VbHq-HJnOH Z
2 RAIN PER HOUR PROVIDE: CAPACITY: 3I3HON c73HnOd HOd Q
ROOF DECK 786.2 SF 131.3 CF (1)B'dia.,4'deep 169 CU.FT. a3H1n03H 0 1 NOl1V(1Nn03 't
COVERED PORCH *SN 10 SNI JNIM01103
_id iw wabd�a f mine iory
OGEE GUTTER-STANDARD 5" A8�33 j
NOTES:
1).EXECUTION: �#d'(l •3iba
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 1 n1 •g�. DRAWN BY: I'1 N
��
2).PREPARATION: Y3JLON SV ( GA®Uddd
A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
/ B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR �/B/2024
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
METALS WITH PROTECTIVE BACKING PAINT.
3.I SCALE: SEE PLAN
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
ACCESSORIES.
B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT
\ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL p O N �/ SHEET N O.
CONNECTION WATERTIGHT. ( j'O�
DRY WELLS TO BE 10'MIN. 4).PROTECTION: �P 5 . EC/''iO
A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. S
AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL * ��
COMPLETION. t `%~ . Cr
.� LU
C) . =
� o00 o
O
�O of 50 ..' �
'°RpFE5 P
w
M C H
Design Services
www.mchdesi-qnservices.com
phone:
-- - (631)298-2250
email:
michael@mchdesignservices.com
EIE] EI j0
1
I . - lia -j 4 =11 1 111111
w �4
U z P4
� o
EST ELEVATION W l
PROPOSED W Q
SCALE: 1/4" = V-0"
L� w >
z Z
O
W v)Ln
t� �
H M
z �I
O
DRAWN BY: MH
3/8/2024
T
SCALE: SEE PLAN
PROPOSED SOUTH ELEVATION
SCALE: 1/4 - 1 0 p� ° w�o SHEET N O
r "^ CY
s�
2N�Op 0 250 J Q��
R)FE, NPAMMIMM
•
00
M C H
Design Services
VAM.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
—----------
LjLj 01 1 11 1 1 111
Ell PE- ❑ F-1
❑
I I ji I ill I
pp�Rq z
EIEFL liiiiiiiiiiiiiiiiiiiillllll444miI
0
4
. ..... ... . ..... . ... .: . .:....... .: . .....
PROPOSED EAST ELEVATION
SCALE: 1/4" = 1'-0"
wLLJ
Uz
Z
w o
..._.t w
A �
Z z �D
p4 0
w Cn
� L �
z � �
0
- B ,
- - DRAWN BY: MH
_ 1I1
T 3/8/2024
SCALE: SEE PLAN
NEwyo SHEET NO:
5.,..:,:R'ro�V,
PROPOSED NORTH ELEVATION _
* >�. mac..
SCALE: 1/4" = 1'-0" a
u,
N a% ` d}' :
0 .50 ��C9
Rpm apy
r — — — —
I I
I L — — — — — — ,
I REMOVE I
M C H
W
U Ur
Design Services
WELL O
www.mchdesi-qnservices.com
REMO EX. REMOVE
CH phone:
(631)298-2250
REPLACE email:
michael@mchdesignservices.com
FURNACE
---- -----• -----• SLAB ON GRADE
r r r r r
r r r r FLOOR OVER SLAB
------------
GARAGE ________________'- #_= __ '__ _'-= _______
---- •-----• •------ r ^
v ]
BASEMENT
2X6 FJ O
(3)2X6 SILLILL PLATES
ES
8"CMU,7'(TYP)
CLOSE OFF
R
EMOVE
V z
Z
�O
WEXIS PLAN
SCALE: 3/16" = 1'-0" Q
z
C� w >
Z V
Z
DEMOLISH O
w cn ~
SHED �, Lh
REMOVE 1�
II
zw
o II
CH
BEDROOM No. 1 BATH KITCHEN ^_
REMOVE
O
GARAGE SITTING ROOM
� f •,I
DEMOLISH•'--------------l*tF.1bTWNG
�E!f
�AND SHEATHING MAY 2024
AT WALL LIVING/DINING
r r
.
TRAP DOOR I �", i •. �',i A
o' BEDROOM No.2
r ,
DRAWN BY: MH
-------------------
r
4/22/2024
REMOVE
PORCH ` SCALE: SEE PLAN
MASONRY
NEW
DEMOLISH DE
� C. F•R�O�
REQ. - O SHEET NO:
tp
c) W
LLJ
ti0
EXISTING FLOOR PLAN A�'oFFSS NPR
SCALE: 3/16" = 1'-0"
1
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
A t�
Z
4'-611 V
W IL o
ZoN
1 I i ..•._. ,,\------------- q --------,..-- --- ---------y ♦ -'--_ - -------y q------_ " _\ .--'_.-'\ -@ �e_.._.. -.---1 ---1---- 4 V
O O ? i '
12"dia.CONC.PIER O e e A„� O \ - _
w/2'X2'X1'FTG I x A f Y 6 e ~
T BELOW GRADE ;t
i 1 EXISTING CHIMNEY TO BE REMOVED.
EXISTING FURNACE TO BE REMOVED 1 CH ACCESS -a 6-_--_____b 1
O AND REPLACED WITH GAS FURNACE. - OPNG r--_- -.--,
FURNACE TO HAVE DIRECT VENT. F �w
LOCATIONS TO BE FIELD ADJUSTED. 7�
!'--�1 P4
<B
-----------------.� ._-___-1 ----- --- - -- - ----- -
H O
_ . EXISTING
A .z `FURNACE _ �-----, •-----" x •-----" � �.
A k x f I I 1 I I I A
6 rr ` -------------' -'-----------,..
._ i-----i ----- 4 .------------ --
� --- -----------
12"dia.CONC.PIER
w/2'X 2'X 1'FTG i "` ' : �' i 2X8 DF#2 FJ (a)12"OC
T BELOW GRADE
---- `---- BUILT UP SILL PLATE(2-3/4"+/-)
Z V
r P
S r
6'-0"
0 [—I
i
4'-611
Ln
611 11 011 S x
& A
�y #46AR #4BAR ; s.. ____ - __-.__ _----__ ,..t
Ar ' ------- V J e
�O •-- --• -' •-- - + (TYP) (TYP)
CLOSE OFF OPENING ` 1
A
• , • 1 • a ..«8 -,.-,...-_..-. -_ ->r_r r.....:...,r r a e-�, 4".,-..-..---r--_ r, `-- _.-'--'" _ r r-r..a x
e a - -m -`r r r
----(2),2X8 A Q G RDER- ® O
p LEDGER BOARD TO BE FASfENDED
I :o TO BUILDING WITH TIMBERLOK®
fV N I SELF-COUNTERSINKING SCREWS
BY OLYMPIC MANUFACTURING , O
r- � I ; ; u 2 SCREWS @ 32"O.C. '
Q ( ) 12"dia.CONC.PIER , in
ZD
w/2'X2'X1'FTG
rxv 3'BELOW GRADE
�p ; 4 ' X8 ACQ GIRDER: ; 4 2X8 ACQ GIRDER ; ; (4)2X8 ACQ GIRDER (4)2X8 ACQ GIRDER; ; �p
51-83/411 1 V-91�4" 1 O'-g1�2" = 6'-23�411
611 1'-03/411
3 6'-011
PROPOSED FOUNDATION PLAN A DRAWN BY: MH
SCALE: 1/4" = 1'-0"
3/8/2024
SCALE: SEE PLAN
F NEIi,Y SHEET NO:
�� ���DEl`�, �,p
w
mLu
�O 7
,0�0 1ONPy
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
A email:
michael@mchdesignservices.com
: 1 a
+y F a-—---——————--————— '
,A t — e
f t
5'-0" 1 9'-611 a 8'-33/4' 5'-511 3'-01/2"
Vx i 1"K vie
TW3046 1 1 1
--- y EGRESS 1 -7/4 ; TW20210 TW20210-2
ir
___==_____= (2)2X8HDR ( )2X8H 8
Di
1 6X6 ACQ y `
F 12"dia.PIER sb° W f rD 0 I
0 0 w/2'X2'X1'FTG BEDROOM No. 1 - --
3'BELOW GRADE O O
2X3 SPF BATH a HALF I I -
�p 1 STUDS 2X3 SPF } ; o
1-34X9-14ML 16"OC BATH KITCHEN I I
- - 2X1D A�i2- TAPER 1/4":12"PITCH 31-111 u STUDS LAUNDRY "' ® ® ��,I
11
4'-6" T ;t 36" !
2X3 SPF w iN r~" e
„ 1' LC — — — — k , —- - - I I EXIST.DOOR TO BE REMOVED
B 6 51-011 sruDs 6.1
, ----- ,' 3'-0" ;± s r
,.> " NEW ARCH OPENING(fYP)
2'-6" 2'0" 2'-0' — — - -
3 ----—— — — — — — -- W
12
CN N M o'n l a
O W 2'-0' r F r : Z O
1 " 1 �-- 1 c r I r
o -0 1 -6"
Q 3 77777=04 _ SITTING ROOM J W
,-f2J MO AC¢'� .- -`-'-_----_ -------'(2)2X8 HDR (FORMER BEDROOM)
Lu ______ 1>�1 1-P/2" 3'-1" 5'-11/4",'4X4 ACQ
W
12"dia PIER --- - - -- - D -------------------+ VJ F—I
J7 z
3'BELOW 11'-33/4"GRADE LIVING/ DINING
k � _;
1-3/4X9-1/4 ML(a16"OC \
- : TAPER 1/4":12"PITCH ,W TRAP DOOR 1 ^
A
`o = A BEDROOM No. 2 :� z
HOME OFFICE z V
61 011
r
------------------ P4 H
N
O
1
(2)2X8 HDR (2)2X8 HDR ( �\ LPG
Ln
EGRESS EGRESS
TW3046 v TW3046 I I 1.SISTER TO GARAGE WALLS(VIF).INSTALL NEW
I I O I I FLOOR AND BUILD UP NEW WALLS TO MATCH
t o �2 o l l _ HOUSE.
O I N - 11,-73/41 COVERED PORCH N'I 2.REMOVE EXISTING SIDING.REPAIR ANY EXISTING
�p I I RE FRAME WALL X I ILn FRAMING AS REQUIRED. O
II N
6X6 ACQ POST I 1 I = 3.NEW FRAMED WALLS TO BE 2X4 DF#2 @16"OC. ^�
WRAP 1X VINYL I• — — — — _(3)2X10 GIRDER — — — — — _(3)2X10 GIRDER (3)2X10 GIRDER_ _ I �O UNLESS OTHERWISE INDICATED.1/2"EXTERIOR
— — — — — — — — — — — — — — — — -� — — — — — — — — — — — — — — —�- — — — — — — — — SHEATHING.INTERIOR TO BE 1/2"GYPSUM AT
WALLS AND CEILING,MOISTURE RESISTANT AT
BATHROOM. ^�
4.SIDING AS SELECTED BY OWNER w/UNDERLAYMENT
1 1 1 1 11 1 11 PER MANUFACTURER INSTRUCTIONS.
1 1 -9/4" 10-8 h 6-9 _ --_
23/4" 61/2" 5.WOOD FLOORING TO MATCH EXISTING.VERIFY u+ Q
6'-0" 301-0,1 TILE FLOORING WITH OWNER AT LAUNDRY AND
BATHROOM. L
11��A V f F
36'-0" 6.INSTALL COMBINATION SMOKE AND CO DETECTORS Iv!H I _ 2 Cu�4 k
C.
THROUGHOUT AND ALL TO BE INTERCONNECTED
TO CODE.
PROPOSED FLOOR PLAN A DRAWN BY: MH
SCALE: 1/4" = 1'-0"
4/22/2024
F OF NEW
C DEER�YD,p�r SCALE: SEE PLAN
cr
' 4 " W SHEET NO:
AR�FESSI NPR
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
— l
A z
16-81/4'1
5'-011 11'-81/4" O
y'LL.G
-• s i < 0
1 \ m y no
in
, -
LANDING
r ! ,
j� i! e 1 e 1 1 • I I
Ld
J x�
B .Y
0 -- _-a r4
W PROPOSED DECK o
z O ' w Z
o z I.A�
O V a' � ' __w_ r
1-3/4X9-1/2ML-1RI6"OC--a - .� A W
TAPER MIN.1/4":12,i o -
_ Z z
O Q t 1 1 1
O
I ,
`
0 ^� iO0 2X10 LAYOVER PLATE(BOLT TO EX.RR w/3/8"GALV.LAGS w.WASHERS) B ,' ;I'
'LL INSTALL 3/4"T&G EXT.SHTG OVER JOISTS : to
' ¢ /�
zz APPLY EPDM OVER WITH FLAHING(TYP.) : d P r Ili
ADD 2X TAPERED SLEEPERS @16"OC OVER v , Ln
5/4 DECKING AS SELECED BY OWNER.
a 1'
COMPOSITE RAILING TO BE MIN.3'(TYP.)
1 O a Y g
«
4'WIDE STAIR BUILD WALL UP TO ROOF r4
f
16R 13T @7-3/8"+/ u-
12 00
1 x
+ 41_On 111_81/4n 4 N 1.REMOVE ALL EXISTING ROOFING.
n
, 2.REPAIR/REPLACE EXISTING CONDITIONS Q
' AS REQUIRED.
' - 3.INSTALL 1/2"SHEATHING OVER NEW PORCH
'4- - ------ -- ----- -- ----- - - - >-------- -- --- .- - ----- --- ------ + ---- ------ - --- -• ROOF.
►$-----_-__ -_-___-__--_---_-_-__--}"----. -----_-__-_--_-
a-------------- ----------------------------.-.---.-. ---.--._---
4.FLASH AS REQUIRED.REPAIR/TIE INTO
EXISTING GUTTERS AND DOWNSPOUTS.
5.ICE&WATER BARRIER TO BE INSTALLED
AROUND PERIMETER PER CODE.INSTALL
NEW ASPHALT ROOFING OVER
UNDERLAYMENT(15N FELT AT HOUSE,30N
OVER PORCH). DRAWN BY: MH
PROPOSED ROOF PLAN
SCALE: 1/4" = 1'-0" A 3/8/2024
SCALE: SEE PLAN
SHEET NO:
P� OF NEy,r
y DE;E O
Z-IAelf
s
a
0/250-
n SS10NP�
Generated by REScheck-Web Software
Compliance Certificate
Project FISHER RESIDENCE
Energy Code: 2018 IECC
Location: Mattituckr New York M H
Construction Type: Single-family Design Services
Project Type: Addition
Climate Zone: 4 (5331 HDD)
Permit Date:
Permit Number: EXISTING
Construction Site: Owner/Agent: Designer/Contractor: 2X10 LAYOVER 12 ROOF
www.mchdesignservices.com
4 2X8RF@16OC PLATE phone:
�;, °� ,. I, : :Lx' (631)298-2250
_ EXISTING CEILING _
Compliance: 0.0%Better Than Code Maximum UA: 46 Your UA: 46 Maximum SHGC: 0.40 Your SHGC: 0.31 — _The%Better or wrirse Than code Index reflects how close to compliance the house Is based on code trade-riff rules (3)2X10GIRDER email:
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code hone.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade (WRAPPED) michael@mchdesignservices.com
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
+I
S-
Ceilin Flat Ceilingor Scissor Truss 238 30.0 a 0.0 0
r;
..._.,._9�......-.�.._ .......__. .. ,�w.._.._ .035�-"---0.026 .......-...._8_.....__-.6 6X6 ACQ POST
bo BOX IN(rYP)
Wall:Wood Frame,16'D.C. 346 20.0 0.0 0.059 0.060 19 19
Window:Wood Frame
SHGC:0.31 30 0.300 0,320 9 10
Floor:All-Wood Joistierruss 238 21.0 0.0 0.044 0.047 10 11 0
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 5 4 DECKING
REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. — — - —
2X6 ACQ 16"oc ==I EXISTING FLOOR
(4)2X8 0.CQ GIRDER
Name-Title Signature Date •
4 12"cl a. /
0 p • CONC.PIER
_t
M
— - — e•� EXISTING
2'x2'xr CONC.FTG(ALT.BIGFOOT rTG.) FOUNDATION C. W
77 W Uz g
Project Title:FISHER RESIDENCE Report date: 03/07l24 / � � ♦ � ♦ ♦" � ♦ '' ♦ ♦' '' Z w ��}O."�
.__I W
Data filename: Pagel of 1 r.
< Q
A CROSS SECTION A w Z
3 113 ~�
5 8 SCALE: 1/4" = 11_0" ^ W > w
11/4 1 V4 � V
11/4 112 I1/4 112 11/4Z Z
SINK O
PLUMBING SCHEMATIC B H W.C. LAV P
W.C. �V F.A.I. �...I
W N
SCALE: NOT TO SCALE 1,/2 � �
3 11/4 I1R 3 11/4
I C.O.
C.O. 3 I C.O. C.O. 3
3 3 RAILING P Ln
O
4 M
To APRovED INSTALL EPCM min.12"UPSIDE WALL
SLOP�I/ PER�FOOT PITCH TO DRAIN AND CONTINUE TO GUTTER O
4"C.1. SEPTIC SYSTEM TRAP HOUSE (FLASH AT INTERSECTIONS AND PERIMETER) LANDING —
INSTALL PER MFGR INSTRUCTIONS 2X ACQ TAPERED @16"OC BLKG 2X6 ACQ @16"OC (2)2X12 ACQ
1-3/4X9-1/2 ML @16.00(PITCH 1/4":12"FROM HOUSE) AT PERIMTER
(2)2X10 ACQ GIRDER — - — —
(2)1-3/4X9-1/2 ML GRADE
EXTERIOR
GRADE SHTG.
r r r FLUSH BEAM INSTALL GUTTER OVER
n VINYL TRIM w/DOWN-
® ® ® ® �r ® ® ® O r SPOUTS TO DRYWELLS ^�
6X6 ACQ POST Q
O ® O O RE-FRAME STUD WALLS _0 Q
AT FORMER GARAGE 2 2X1O AC GIRDEROO
rAtTExEn TmE: svranc: L ) Q
aW000-s�w AS REQUIRED
eAstn"nagawmi ls•a
m.EI.mnErT ttrsnt
Hw tg w000-scxEWs
BASED MIOIOR WnH 16'lx:
3b.FMBEDMEm lFNG1H
1/Nn.da.LA(S7VEW
B0.SFD wg10R WnH 16'Q
nn.EMBFDHFM 18x;111
O
® O 3/4"SUBFLOOR — _ —
lH'uA wrwo0o
t/r "M� �E"t"ing 2X8I @12"OC
Rwiaao EXISTING
" HAME)nBDSB> DRAWN BY: MH
(9 ® 1/3'MR MIED SMEAIHMG V,,
gUDE R»W]DD • • •
(0.TERHanvtvEJ1190S.&) • EXISTING SLAB TO REMAIN
12°dia. , 0
CONC. 0 -
EAsrErrtxlrsE �� , / EXISTING j PIER .•P -1
Hu a WDoosa w 3/8/2024
rn
BASED,wcrnB wrrH Ig'OC O ® v• e
ynroow snE �'"D"�DMr"r lcNcrH EXISTING
TYPICAL WINDOW OPENING °lBw000-saaws — - —
aASEn wxrEW I Il'oc
2'X2XI FOOT
SCALE: SEE PLAN
PANEL SPAN EQUAL OR SMALLER an.ErBEw+EHr 1ENG/N
THAN 4�� v+n�w� / (ALT.:BIG FOOT FTG)
BASED MiLTIpf WRH IS•OC � e
an EMBEOMENrIEN4m1
TYPICAL DOOR OPENING
PANEL SPAN GREATER THAN 4 FEET nxanwe rtrwooD assEra¢s Ensrv,En rnE. SPAamr B CROSS SECTION C T l O N B
1- ��.rBn HEED Ha.—On SHEET N O.
AND EQUAL F SMALLER ae wtaxt �w wnw as B"DµO10R n roc 5 8 SCALE: 1/4 — 1 '0
THAN 6 FEET wro nn.EnBEwnExr lniGTH • •. ♦ ♦. 11 _ 1 11
TYPICAL MULTIPLE OPENINGS —Wee—
BASF INf,Hpl 9'Oc
PANEL SPAN GREATER THAN 6 FEET
AND EQUAL OR SMALLER 1/91i tr'"'ursaEw ��C F N
BASED--—11 Wo,
THAN B FEET 2.,_Mon IE_
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �� ��s Rfi0
AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING t" c Sp
nr'
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' r • y' h
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO C) W
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 6 J CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. N
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. (n -R"
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. OA J ()L /,�
�� Sslov, V
CODE: 2020 IRC, 2020 NYS UNIFORM M
CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE
GROUNC WIND SEISMIC FROST WINTE ICESHIELD FLOOD
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
SNOW SPEED DESIGN IWEATHERINI LINE TERMITE I DECAY DESIGN UNRE REQUIRED
N HAZARDS Design Services
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
MODERATE SLIGHT TO
20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE -
USE THE FOLLOWING OR APPROVED LISP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
SOIL COMPACTION:
4"MAX. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# www.mchdesi-qnservices.com
KING STUDS CAPACITY. phone:
2).NEW FILL TO RE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL .t
CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. (L•3 1\2r�p-2250
4"DIA.MAXIMUM 3).COMPACTION OF NEW FILL SHALL DE AT LFAST 95%PROCTOR DENSITY(PFR ASTM D 698 `VV I J ..77VV J
RAFTER CRIPPLE STUD FILL TESTED BY A). COMPACT
THE SOIIL AT 12"LIFTS Y FOR COMPACT KCAL).CONTRACTOR TO HAVE
LEDGER email:
RIDGE HEADER michael@mchdesignservices.com
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
;0 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 IRAFTER SIZE USP NUMBER DESCRIPTION I APPLICATION I LOCATION JUSP UM13ERI DESCRIPTION APPLICATION be 3 R.below grade.
NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE A-L OPENINGS LSTA12 1-1/4"xl2"20ga.STRAP APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c..
STAIR RAILING LOCATION USP
ROOF ISTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE IA.LOPENINGSIRT30RRT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STU
5).Flashing shall be installed between the building and ledger.Lapping up the sheathing
and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers
SPACE and nuts at 16"o.c.
MINI O
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.
9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal
POST for any contact with ACQ.
TOP PLATE
if 4 TOP PLATE E) <
BALUSTERS
RIM/DECKJOIST o HANDRAIL NOTES:
WALL STUD i4 WALL STUD All required handrails shall be of one of the following es
OPEN BALUSTER ATTACHED TO WALL p q g types
rT,
or provided equivalent graspability. r•�(
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1.Handrails with circular cross section shall have an
LOCATI
RAFTER TO PLATE/57UD CONNECTION ON USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH than 2 inches.If the handrail is not circular it shall have a
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT TO RAFTER/PLAT[ RT15 TYDOWN ANCHOR CONNECT EACH
RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater Z
� O
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT1O 10-3/4"x 18ga.TYDOWN ANCHOR than 6-1/4 inches with a maximum cross section of
EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL dimension of 2-1/4 inches.
PROVIDE AN EQUIVALENT GRIPPING SURFACE CONNECT TO IF TO EACH STUD
8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER
2),Type II.Handrails with a perimeter greater than 6-1/4
inches shall provide graspable finger recess area on both
sides of the profile.The finger recess shall begin with a �\
distance of 3/4 inch measured vertically from the tallest
4"MAX. portion of the profile and achieve a depth of at least 5/16
Inch within 7/8 inch below the widest portion of the u
4"DIA.MAXIMUM profile.The required depth shall continue for at least 3/8 1'�7
GIRDER/HEADER e inch to a level that is not less than 1-3/4 inches below the r^
tallest portion of the profile.The minimum width of the
GIRDER/HEADER handrail above the recess shall be inches to a
maximum of 2-3/4 inches.Edges shallhall have a minimum
JOIST POST/COLUMN °° radius of 0.01 inches.
°
0
:D POST/COLUMN V
NAILING SCHEDULE
GIRDER/HEADER ROOF O
NAIL NAIL
JOINT DESCRIPTION NOTES F�
POST-TO-GIRDER/HEADER CONNECTION QTY. SPACING
r ,
STRUCTURAL PANEL Bd AS PER TABLE 3.8 �•�I
LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC
SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN L
DECK/PORGH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: / L /LOCATION LISP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION
HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NAIL NAIL NOTES
JOIST TO GIRDER/HEADER RTI0 TYDOWN ANCHOR CONNECT TO EACH JOI QTY. SPACING v J
RAFTER TO 8'WALL•3-8d COMMOt, EACH TOE-NAIL
TOP PLATE 10'WALL:4-8d COMMOP I RAFTER r—
CEILING JOIST 8'WALL•3-8d COMMOI, EACH TOE-NAIL W
TO TOP PLATE 10'WALL:4-8d COMMO JOIST
CEILING JOI�T TO
PER TABLE
ACH FACE
e ���rc�,���. STU PARALLEL RAFTER AS W CM-SBC 7 ELAP NAIL
xg BEARING PLATE O
'ik, �...•l GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
•a d _�„GIs OVER PARTITION WFCM-SBC LAP NAIL
° •3,�;rs•.:°"•L''i COLLAR TIE AS PER TABLE 3.4 E4DN
TO RAFTER WFCM-SBC E
° WOOD JOIST ••i; t`••`e BLOCKING E'•i 2-Sd COMMONTO RAFTER ERIM BOARD Ery2-16d COMMONLEDGER L•:7 s TO RAFTEE
e GIRDER/HEADER q
• CONCRETE PIER
WOOD JOIST 6
WOOD JOIST •.• :�•Tii.a '�� ••i ~
...:..... ..•:: NOTES�....:::, ...!;. •�. WALL FRAMING:
�.�..••�• �••-• ••°• JOINT DESCRIPTION NAIL NAIL
CITY. SPACING
FLUSH JOISTS WITH HEADER/GIRDER ••-'"'1T...., DOUBLE 2. TOP PLATE TO PER
• 2-16d COMMO FACE NAIL
`(��^""1F•'-•^ (MINIMUM) TOP PLATE FOOT
CEII ING JOIST TO BLDG,CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT 4.16d COMMOt I JOINTS FACE
LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS®16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. 11 OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL
IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS ROD i II STUD TO 24" FACE
TO ALLOW FOR SHRINKAGE. i (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE 2-16d COMMO
REQUIRED•••••••••••;L:'•�I (3)BEAMS PAU66 OR WE66POST/BEAM ANCHORAPPLY TO EACH PIE SPUD O.C. NAIL
FOR STU -,,.. ......... HEADER TO 16d COMMON 16"O.C. FACE
..-•f'.2" HEADER ALONG EDGES NAIL
FLASHING TUCKED UNDER s I TOP OR BOTTOM 2-lbd COMMOI PER 2x4 STUD END
TOP PIECE OF SIDING AND PLATE TO STUD 3_16d COMMOt PER 2x6 STUD NAIL
LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO:
PIECE OF SIDING BELOW S:^••••s
FLOOR IOIST,BAND JOIST, 2-16d COMMO FOO
......••THREADED ROD FACE NAIL
T
END JOIST OR BLOCKING
1/2'DIA.LAG BOLTS W/WASHERS Y � •••CNW COUPLER NUT
..•.
CONNECTED TO BLDG.@16"OC siawaeR 1' MINIMUM POST DECK FRAMING:
• ::.. DRAWN BY: MH
®,F c ..:
,✓ r. a,
izl sr+ao- s •••i ••.,...........-, END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES
....... .r.............
QTY. SPACING sso '6• ••`. ."••••• ':. "••-•••• i A SILL TOP PLATE OR GIRDER 4-8d COMMO JOIST NAAIL
FLOOR FRAMING •� °lea . •^ :�•i:....�,'_ MINIMI�M ,,. 3/8/2024
16'iRCAU �-
2x JOISTS t,,.r S •••ems:e°ENa MYXNCE BRIDGING 2-8d COMMO EACH TOE
.. t •.„ha •• 0:.V.;•• .w 12"xl2"xl2" TO JOIST END NAIL
(As
C."a .� 'J`' CONCRETE FOOTING ss•
•t �s• BLOCKING 2_gd COMMO EACH TOE
BLOCKING FOR JOIST HANGER TO JOIST END NAIL SCALE: SEE PLAN
co;l '• DECK VIER
LAG BOLTS ` coR ''`' rEn PIAN BLOCKING TO: EACH TOE
•� 3'-0 s t••nsR HOLLOW COLUMN UPLIFT SILL OR TOP PLATE 3•16d COMMO BLOCK NAIL
RIM JOIST/BD. ► •ys '•s' SIMPSON STRONG TIE MODEL STRR1/2 LEDGER STRIP EACH FACE
�.° /;� •'•.sl INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FfG.CONNECTION TO BEAM 3-16d COMMO JOIST NAIL
:•4 )l
ILOCATIONI USP NUMBER I DESCRIPTION APPLICATION JOIST ON EDGER PER TOE
4X4 POST PAU44 OR WE44 POST, BEAM ANCHOR APPLY TO EACH FOOTFN_G TO BEAM 3-Bd COMMO
DECKIPORCH LEDGER CONNECTION TO JOIST 3.16d COMM t ��/ SHEET N O■
6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTIN BAND JOIST IL
BAND JOIST TO: 2-16d CO A,
SILL OR TOP PLATE 1
W
CJ 1 tx s' U
MEW
AR�FESS��NP
100
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS M C H
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMEVDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Design Services
KING STUDS
www.mchdesignservices.com
ENDWALL 11�q I RAFTER WALL STUD phone:
CRIPPLE STUD9 BOTTOM PLATE (631)298-2250
RIDGE LEDGER BATHTUB
HEADER DOUBLE JOIST email:
SIDEWALL michael@mchdesignservices.com
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO i SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION [�F.TER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP qLL OPENINGS LSTA72 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RlfTE 2x8 LS26 18 a. SLOPE HANGER PPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH9 /
.FHE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLYBLOCKING 024 PARALLEL WALLS, PROVIDE
WALL STUD
^ THROUGH-ROOF EXHAUST iy
VENTS SELECTED AND
\ I-ATEO BY CONTRACTOR
METAL STRAP O
CRICKET AT TOP-SIDE OF
RIM BOARD HIMNEY VENTILATION CHANNEL
RAFTER AS REQUIRED
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN —�
• " " ' '• '• " SIDEWALL FLASHING VENTILATION
WOOD JOIST
FOUNDATION TOP PLATE BLOCKING
' - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHAIL BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4' - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 'A INCH IN DIMENSION.
FLASHING TO FORM CHANNEL w
INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLIC ATIGN SOFFTED EAVE
8- - 14" LSTA30 1-1/4"00' 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT FO
ON ALL OPENINGS / ACTION 4' - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAF-ER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND w
INSTALL 4'0" O.C. CONNET 10 ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS /\�
14" - 16" LSTA3fi i-1/4"z3fi" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RCAFER SOFFITED SAVE DETAIL w z� �,•{•,�
ON ALL OPENINGS KEEP ROOFING NAILS OUT W O
OF FLASHING `
2ND. FLO R WALL •\
ROOFING LAPS BASE r
FLASHING 4 INCHES
RAFTER ���111
�L ��` I BASE FLASHING WRAPS CORNERS. RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING 1�
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT z
WOOD JOIST
TOP PLATE
GIRDER/HEADER P4 ^
SIDE WALL FLASHING '�•H`/.•�
1ST. FLOOR WALL STA ATTACHED TO WALL STUDS 048"OC WOOD JOIST
AND
AND ALLL WINDOW/DOOR
DOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-- PROVIDE HEMMED EDGES SOAS TO FORM DRAINAGE CHANNELS AND RAFTERS
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4' - 8" LSTA36 1-1/4'x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED �1
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS RIDGE VENT FOLDS
RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE OVER RIDGE TO THE PROPER STEEL CONNECTOR. W
INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2- HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS Z r -
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD Ln Fq
DBL. SILL PLATE i — / 1•��
TERMITE SHIELD 1—'—SUBFLOOR (u� M
SILL GASKET WOOD JOISTS
r
CONC. SLAB NEOPRENE
TYP. CONC. GASKET 2x6 2x8 CONTINUOUS WOOD PLATE
FOUNDATION
EXTTERIOR V 6 MIL. POLY • V3 I BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR GRANULAR FILL
y STEEL COLUMN
%1 ' ,O ' O
1/2 " DIA. BOLTS®48" o.c. STAG.
. i ' n
n a I a
ROOF JACK
CONC. SLAB •p a•• ,�� STEEL BEAM
p • A p l•o ANCHOR BOLT ETE EMBED 4" x 1 4" x 8" STEEL
ROOFING LAPS
• COMPACT FILL , POURED CONCRETE: 7" /
•s �' i I i G °° ♦ r BLOCK WALL: 15" TOP AND BOTTOM PLATE
d i FLASHING AT• WITH 1/2" x 6" ANCHOR BOLT
KEYWAY FOOTING e • y •, A•' �. CONIC. FTG. ► •p Q•p �'°• USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" ROUT
i O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583)
p REINFORCING BAR DIA. ANCHOR B)LT I —� 3" STEEL COLUMN
FOUNDATION 5/8"
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS)
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACF OR FOUNDATION 1 STORY 72" OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
TYPICAL CONIC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3' STEEL COLUMN ANCHORED TO 24"x24"x12" CONIC. FTG. C.RAIM SPACE OR FOUNDATION STEEL/BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS& VENTS DETAIL
E SUBFLOOR
CONC. SLAB I DOOR FRAME
6X6 10/10 DOOR GE G JOIST
COMPACT FILLILL
USE 2X8 STEEL BEAM
FOR BLOCKOUT
4' SLAB
• P.T. PLATE // W/6X6 WMM I SLOPE
" 1 2" AIR SPACE 1 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT DRAWN BY: MH
• / < • •� .7 1 2• _ (WITH A NAILING PLATE IF NEEDED)
' •S'� AT END AND a• ,O • _ TO BE APROX. 1/2" OR HIGHER THAN
• ES OF WOOD
.+. .r__ __e �+' O �4 O is• O •• STEEL BEAM TO ALLOW FOR SHRINKAGE
q --a-- t1 --• BEAMS
RADE r A A •, A a O i • O•♦ ' (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12" .T 6X6 W.W.M. _a _a +� C- e ♦ _ =ail Q °•••O••0 _ •�
MIN. e.j0 a• •O '• L�'A �'s ^' • •• _��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMU,1 i O• i —SUB SUBFLOOR
/O/Q
•� a REINFORCING BAR i NOTCH EQUALS 1/4 DEPTH OF BEAM O ° °• lJ L L 1
•O • REINFORCING BAR �•. •_ O�a i° �F-�E _ �101ST
DRAIN TILE 6 ►I y SHEET METAL/30# FELT UNDER BEAM AT POINT • �L1' O �O ♦ STEEL BEAM
12" OF CONTACT WITH CONCRETE OR CONC. BLOCK i• •�
�'. 3" _ PLATE(BOLTED TO BEAM) SCALE: SEE PLAN
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET
SHEET NO:
EE NEl�/Y0
`,�
c� w
�p 0
A��FESSION��
l
M C H
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Design services
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of l0d common nails required JOINT DESCRIPTION
$ P• q 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 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY:
TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) www.mchdesignservices.com
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceilingor truss to to late shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE phone:
P p TOE-NAIL ) AS P2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE (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 TO TOP PLATE 10'WALL:4-8d COMMON101!T `
FRAMING ELEMENTS 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
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 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS(No STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH 080 email:
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) michael@mchdesignservices.com
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 to INTERIOR WALLS AND PARTITIONS nl/I80
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 U360
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER I WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER,STUCCO) U360
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assemblywith uplift connectors in BLOCKING FIRE ESCAPES 40 CONCRETE WALLS 6 THICK g5 (GYPSUM)P 2-Bd COMMON EACH TOE (• ) CEILINGS ) L/240
accordance with table 3.3. TO RAFTER END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.200016s 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 Vol
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 v
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under L NAIL STAIRS q0
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 NAIL
NOTES ROOF GROUND SNOW LOAD
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 SPACING LOAD) 20
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 EXPOSURE W PER FACE NAIL RY (DESIGNED FOR EXPOSURE C)
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FGOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE O
EA.SIDE NAIL
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS 4-16d COMMONNAILING SCHEDULE SEE GENERAL NOTE PAGE
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 STUD STUD TO 2-16d COMMON X.
FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and O.C. NAIL S m.:
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 16"D-C. FACE FIRE PROTECTION Y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
16d COMMON 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 ALONC EDGES NAIL SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMONPER 2x5 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:
FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1.2
1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST
determine intended heights of finished floor(s)above typical grade. WINTER ICESHIELD FLOOD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH HAZARDS
NAIL NAIL TEMP. REQUIRED w 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACNG 4 respectively.
2 2 and 2 4 4. . . . y. NOTES MODERATE SLIGHT TO
3).Provide 1/2"expansion joint material between concrete slabs and abutting 2. 20 PSF 130 B SEVERE 3 FT. 17 NONE
JOIST TO: PEP TOE TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. 4-Sd COMMON O
8).CONNECTIONS AROUND
onsshaEXTERIOR WALL
edwithupl SILL TOP PLATE
NGGIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
4).Any 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
be installed with#5 re with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 8d COMMON
-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. NAIL SHEATHING LOCATION END NAIL SPACING NAIL SPACING AT INTERMEDIATE BLOCKING 2-Bd COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
5).Unless otherwise noted,all slabs grade to be 3000 .Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O. . .
poured on 4 inch thick sand or gravell fill with 6x6 wire meshesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: 8d COMMON @ 6"OC SEE NOTES:1,3
^ 1�
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS)3-l6d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C. d COMMON @ 12"O.C.
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
6).Crawl spaces 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. 8d COMMON @ 4"O.C. SEE NOTES:1,3
8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM 3-16d COMMONJOIST NAIL
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMO PER TOE NOTES v J
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL rT'�
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. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. a
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. BAND JOIST 3-16d COMMO PER END
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 by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each port with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Z
2-16d COMMO
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. HINC: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. [�
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. O C�
lit All framing techniques and methods as prescriptive design of current SBC High Wind 3.Posts supporting g $ NAIL NAIL
Edition Wood Framing Construction Manual. ) pport/ is x 8 shall be anchored w a 1 washers
an thick concretes Shall . JOINT DESCRIPTION QTY. SPACING W
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 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. u r ,
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: wm [l
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: �', L.n
SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES V) �--.�
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 NNEDGE
AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Ln
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION uu
QTY. SPA SEE NOTES:1,3(BOTH FIELDS) 1�
where needed. 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM Sd COOLERS 7" O.
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O. INTERIOR ZONE Bd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES O openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL
and blocking where applicable. QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
8).Covered Roofs shall be assembled and anchored the same manner as a typical $ical building. STRUCTURAL AS PER TABLE 3.9 5).All flush beams headers to be installed with heavy duty galvinized hangers and 8d COMMON 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall _�
anchors where applicable to all connecting joists.
PLUMBING NOTES PANELS C E be used.
3"0 C.
7/16"OSB 3"O. EDGE
PLYWOOD 6d COMMO 6"O.C.FIELD
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic the 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 D.C.
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. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical). FLOOR SHEATHING:
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
8).Dormers rennin u roof rafters are to be supported provide adequate bracing and plates to r JOINT DESCRIPTION
$ p pported by double rafters on either side P q $ p protect and secure the structure.Verify with the QTY- I SPACING 1).PROVIDE 5/8'TYPE.X SHEETROCK FIRE STOPPING AT 10'0 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 WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
STRUCTURAL PANELS 8d COMMO 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR
HVAC SYSTEM NOTES I"OR LESS 12"O.C.FIELD (5.7 SQ.rT.2ND.FLOOR)
9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN 44'SILL-AFF
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED
requirements. Fireblockin9 shall be provided to cut off all concealed draft openings(both vertical and horizontal)
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
needed. 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.
2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
1)l In concealed spaces iz dud walls and partitions,including fume spaces.ry the ceiling and floor
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers.
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 SOIL COMPACTION: using parallel rows of studs or staggered studs.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 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,
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL D RAW N BY a M H
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. drop ceilings and cove ceilings.
over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed
2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR spaces ply eenwith stair nt at the top and bottom of the run.Enclosed spaces
1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. under stairs shall comply with cu rent N.Y.S.N.v. Residential code.
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and DENSITY(PER TS(T DCAL AND ASTM D 1R T COMPACT THE
$ SOIL AT Y LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).a openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 3/8/2024
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion.
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT 13ACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION,
to be reduced tol-16d nail 5).For the flreblocking of chimneys and fireplaces,as required by a ment N.V.S.Re iden8al Code.
3).All electrical work to comply with 2014 NEC. per foot. wauowG sueFLooR.1s 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 SCALE: SEE PLAN
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE H65.G
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP
AND BASES.USE WITH FLASHING CAPS TO
[OVERTOP SHEET NO:
� � F NE(,I,y
�. DEF O
�' r'n' f0
sp
W
iLu
�QA 07�J
�� SS,io