HomeMy WebLinkAbout51239-Z *0 SOUr�olo Town of Southold
* * P.O. Box 1179
0 53095 Main Rd
`��uuMr -' Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46369 Date: 08/05/2025
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 340 Sleepy Hollow .Ln Southold, NY 11971
Sec/Block/Lot: 78.-1-10.7.
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/07/2024
Pursuant to which Building Permit No. 51239 and dated: 10/04/2024
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Additions and alterations including a fitness room with a bathroom over existing attached
garage as applied for.
The certificate is issued to: Michael Gaydosik, Maria Gaydosik
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 25-100732 6/18/2025
PLUMBERS CERTIFICATION: George J. Berry Jr 8/ 2025
l
Auth riz Si ature
�aoF.so�ryo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
• TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51239 Date: 10/04/2024
Permission is hereby granted to:
Michael Gaydosik
340 Sleepy Hollow Ln
Southold, NY 11971
To:
construct additions and alterations to existing single-family dwelling as applied for.
Premises Located at:
340 Sleepy Hollow Ln, Southold, NY 11971
SCTM#78.4-10.7
Pursuant to application dated 08/07/2024 and approved by the Building Inspector.
To expire on 10/05/2026.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $850.00
CO-RESIDENTIAL $100.00
Total SqS0.00
Building Inspector
Certificate of Compliance
. ................................................ ;............................................................._.............................................
T I F I E D ELECTRICAL INSPECTIONS, INC.
188'PARK AVENUE
lo\ `� �P�ti AMITYVILLE, NY 11701
..................: P. (631) 598-561..... .........................................._ ..
�0{ CERTIFIES THAT
Upon the application of Upon premises owned by
Peconic Power Systems Michael & Maria Gaydosik
PO Box 512 340 Sleepy Hollow Lane
Cutchogue, NY 11935 Southold, NY 11971
Located at: 340 Sleepy Hollow Lane,
Southold, NY 11971
Application Number* 25-100732 ,Certificate,#: 25-100732•
Electrical License#: ME-45056
Section:78 Block-1 Lot: 10.7 Building Permit#: 51239
Described as a Residential.occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
Garage Conversion-ROUGH COMPLETE 2/3/25
A visual inspection of the premises electrical system,.limited to electrical devices and wiring to
the extent detailed herein, was conducted in accordance with the requirements of:-the applicaljle
code1or standard promulgated by the State of New York, Department of State Code Enforcement
and Administration, or other authority having jurisdiction, and found to be in compliance therewith
on the 18th day of June 2025 .,
Name QTY
Switch -15 Amp, 120V 12
Fixture Outlet- 15 Amp,',120 V 2
AC Blower- 15 Amp, 220V 1 ;
AC Condenser- 30 Amp,'220V 1
Combo Smoke & Carbon Detector- 15 Amp, 120V 1
Recessed,Hi-hat Fixture-'15 Amp, 120V 13
Duplex Receptacle- 15 Amp, 120V 12
Exhaust Fan - 15 Amp, 120V• 1
Electrical Inspector: Anthony Giordano
VdC
aW. 4
=,��APPRO�IED�o
Certificate of Compliance
........................................................................................................................................................................................................
CERTIFIED ELECTRICAL INSPECTIONS, INC.
188 PARK AVENUE
AMITYVILLE, NY 11701
(631) 698-5610
......................................................................................................................CERTIFIES THAT
Upon the application of Upon premises owned by
Peconic Power Systems Michael & Maria Gaydosik-
PO Box 512, 340 Sleepy Hollow Lane
Cutchogue, NY 11935 Southold', NY 11.971
Located at: 340 Sleepy Hollow Lane,
Southold, NY 11971
Application Number#: 25-100732 Certificate#: 25-100732
Electrical License#: ME-45056
Section: 78 Block: 1 'Lot: 10.7 Building Permit#: 51239
Name, QTY
ARC-Fault- 15 Amp, 120V 3
Subpanel -60 Amp, 240V,16 Circuit
Electrical Inspector: Anthony Giordano
.. ...........
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Iifill,
-
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
BUILDING DEPARTMENT
® TOWN OF SOUTHOLD
AUG - 5 2025
Building Department
Town of Southold
CERTIFICATION
- 1
Date:_ �
Building Permit No.
Owner: ,r `
(Please prin
Plumber: G eD!2
lease print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
PlfimbemgWsature)
Sworn to before me this
day of , 20
1
Notary Public, A40 1)minty
VICKI L BERRY
Notary Public-State of New-York
-No.•01 BE6070081
'Qualified in Suffolk County
Commission Expires
OF SOUIyo�
# .TOWN. OF SOUTHOLD. BUILDING DEPT.
631-765-1802
INSPECTION '
[ ] FOUNDATION 1 ST/ REBAR [ q-_`ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING.
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE &-CHIMNEY. [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: VQovoJ& Iu1M,� 1 ' 1 PA,s5U itk
. �� '}'b GDYLri►1.V�..
DATE f' To?J� INSPECTOR �:
OF SOOTy�Io
* - TOWN OF SOUTHOLD BUILDING DEPT..
"Couto, 631-765-1802
I_NS�PECT[ON
[. ] FOUNDATION.l ST/ REBAR [Z] n UGH PLBG.
] FOUNDATION2ND [ ULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE'& CHIMNEY- [ ] .FIRE SAFETY-INSPECTION
]- FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION'
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL:(FINAL) "
[ ] CODE VIOLATION ' [ ] PRE C/O [ ] RENTAL
REMARKS: 49AA O-VQi1—IL e--
Ae,u la-�h or Y-
46oyea.
DATE a-alo o? INSPECTOR
q SOUIyo�
# TOWN-OF.SOUTHOLD.BUILDING DEPT.
o`y o N�o 631-765-1802
I .NSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] RO H PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ]. FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE &CHIMNEY- [ ] FIRE SAFETY INSPECTION .
FIRE-RESISTANT CONSTRUCTION .4 ]-FIRE RESISTANT PENETRATION-
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
rtDrf -15_�,?
DATE INSPECTOR
OE SOUIyO
TOWN OF SOUTHOLD BUILDING DEPT.'
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[jr-'FRAMING/STRAPPING [ ] FINAL
[. ]. FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL'(ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL
REMARKS: � �
DATE aa• a . - INSPECTOR
OF SOUIyOIo --— —
* # TOWN OF SOUTHOLD BUILDING DEPT.
o my� 631-765-1802
: INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
] F NDATION 2ND [ ] INSULATIOWCAULKING
[ FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE'RESISTANT CONSTRUCTION [ } FIRE RESISTANT PENETRATION
[ ] 'ELECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: oz
L?Yv czeAyltle-
AIN
DATE I0 INSPECTOvok
JELD INSPECTION REPORT DATE COMMENTS ��•�
1�
FOUNDATION (1ST) — -'--- ��
-----------------------------------
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FOUNDATION (2ND) -
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ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
yi Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
V�y v�oo� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov
-- Date Nceived
APPLICATION FOR BUILDING PERMIT
o5CEIV
For Office Use Only D
J I
PERMIT NO. Building Inspector: AUG 2024
Applications and'fornis must be filled out-in their entirety: Incomplete.,..
applications will-not be accepted.'Where.the Applicant is not the owner,,an BUILDING DEPT.
'Owner's Author zation:form(Page 2):shal,l be completed: TOWN=)F SOUTHOI
Date:August 3,2024
OWNER(S)OF PROPERTY::.
Name:Michael and Maria Gaydosik SCTM #1000-78-1-10.7
Project Address:340 sleepy hollow lane, Southold � � �__
Phone#:631-902-8050 Email:Mariag14100@hotmail.com
Mailing Address:340 sleepy_hollow lane, Southold, NY 11971
CONTACT,PERSON:
Name:Michael Hand
Mailing Address:PO 1256, Mattituck, NY 11952
Phone#:631-965-1947 Email:michael@mchdesignservices.com
DESIGNPROFESSIONAL INFORMATION:
Name:James Deerkoski
Mailing Address:260 Deer Path, Mattituck, NY 11952
Phone#:631-774-7355 Email:'amesdeerkoski ahoo.com
ON TRACTOR INFORMATION:
Name,
Mailing Address:
Phone#: Email:
DESCRIPTION Q,F"PROPOSED CONSTRU.CTION .
❑New Structure ®Addition ❑Alteration El Repair ❑Demolition Estimated Cost of Project:
❑Other $150,000
Will the lot be re-graded? ❑Yes IiNo Will excess fill be removed from premises? ❑Yes ®No
1
PROPERTY`IN FORMATION' .
Existing use of property:Sin le familv dwelling Intended use of property:Sin le famil _ dwelling_
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R_40 this property? ❑Yes ®No IF YES, PROVIDE A COPY.
'Ch'eck box After Reading: The owner/contractor/design professional is responsible for all drainage 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 Bwiding Zone'
Ordinance of the Town of Southold,Suffolk,County,New Yoik and other applicable Laws ordinances or.Regulations,for the construction of-buiidings
additions,alterations or for rernoval or demolition'as herein described.The applicant agrees to comply with all applicable laws,ordinances,.b'uilding code,'*.'
housing.code and regulations and.to admit authorized inspectors on,premisesand in'building(s):for necessary inspections.False statements,made herein aie'
punishable as a Class A misdemeanor,pursuant toSectiom2lf).45 of the New York State Penal Law:
Application Submitted BV( n me :Ann to SChT her BAuthorized Agent ❑Owner
Signature of Applicant: Date: LOT Q '7 --wR
_ y
~ CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
No.01 BU6185050
Qualified in Suffolk County
COUNTY OF ) Commission Expires April 14,2JIL19
J a being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the A -f `+
(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
�4' `day of 20o�f `ter ►M� ��
Notary Public
PROPERTY OWNER AUTHORIZATION
(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
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I d'1 G 6 Cal a, -q)TQ5J6 residin at340V/ee, � lil AO �1 So. (J �w l�g
(Print property owner's name) (Mauling Address)
N, q 7/ do hereby authorize M t ) e- 0 1A 'u
(Agent)
to apply on my behalf to the
Southold Building Department.
P,q
1
(Owner's Signature) Date)
S c IG
(Print Owner's Name)
I�GE
2krp
2X 0 RR D a. I.
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-„__-----_•1[ly--_-------------_. --
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BLOCKING BETWEEN JOISTS ---------- �� ' 12 1
UNDERWALLABOVE ' II _ 3-I/4 L_--- 1 n
5/B"TYPE-X FIRE RATED EX.WALL,
SHEET ROCK ON WALLS
II 1 [
EXISTING AND CEILING.PATCH
EX.WALLS AS REQUIRED n j
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PERIMETER ..5.1 ONISCAB
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3 4 SCALE: 1/4" = 1'-0" e�
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GMET=______G___ Gj 'I
/ - - -------------------------------------------------------------------
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II'\_ --_ _ _____________________
MATCH EX.OVERHANGS
3
A
1/4 "V214
—4\
A
' A
24'-0"
2'-6" 19'-01, 2'-6"
45min YFITED
TW30410 TW30410 TW30410 TW30410 TW30410 SC DOORJAMB
TEMPERED TEMPERED TEMPERED TEMPERED EGRESS
I
2'-0° (3)2 (3)2X6 HDR 2'-0" z ,
WALL (EGRESS) WALL
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ON' W U i
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W I I I 1 I I I
W N
5'-0^ , 3'h RAILING(OPTION.1/2 WALL) I 5'-0" — — — — G — w/ —RE — — — — J d
WALL ; WALL 2- 5-1 Ill re
5�I'�S 41 8r •1J4 5 i_ 3
PA AR L A -
SLOPED SLOPED w
CEILING ' CEILING _
_'_ LANDING 48min FIRE RATED DOOR g
ON SLAB w/SC HINGES.STEEL JAMB a
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FITNESS ROOM x c
8'-0"CEILING HEIGHT INSTALL 5/8'TYPE-X FIRE RATED N
SHEETROCK AT CEILING.PATCH
O SMOKE AND CO DETECTOR _-_--___- WALLS AND
yn TO HARDWIRE WITH HOUSE - ( NEW)AS REQUIRED
N DECTORS PER CODE = WITH SAME MATERIAL -----__—------ -----
O
Ln
6'-61/4" 9' 1" 6'-63/a" N 1 INSTALL o EX. GARAGE
NEW LANDING
5-0" 2�• 5•D" 1 -- ------------BEARING ------ -__l--
INSTALL BLOCKING BETWEEN
do S ELVES )2XB HD I 2X4 JOISTS IN BEARING WALL ABOVEOr
'
� •
I 1•C(TY - ,
I + i EX15TGINGWALLS
STORAGE _ 10
SLOPED I I m STORAGE 3'-6" i (EXI NG ROOI F AND
CEILING p. BATH 42. ,\ CEIOL NG 1 CEILING TO BE R OVED)
SH ER 8'-0"CLG
I 23'-7"
•-------------- -----
(3)I X6 HD (3)2X6 HDR(3)2E. \
_
— — — —TEMPERED — A21 — — —A21 — — — — — — — — — — — —
2'-0"WALL A21 -
121-011 12'-011
i
24'-0"
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E RIOR UyA`LL:2Xfi UD5 1 "C3C C L
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I
SITE DATA
PROPERTY: 40,671.47 SF 0.93 ac
ESTIMATED AREA OF C:
NONE
GROUND DISTURBANCE: \\ u
M C H
DESCRIPTION: AREA LOT COVERAGE:
Design Services
HOUSE w/GARAGE: 2067.4 SF
NORTH PORCH 127.2 SF
SOUTH PORCH 2O0.7 SF
www.mchdesignservices.com
POOL: 420.0 SF phone:
TOTAL: 2815.3 SF 6.92% (631)298-2250
N 71 o42'2Or' METES AND BOUNDS: SURVEYOR: KEN WOYCHUCK email:
michael@mchdesignservices.com
52.
DATE SURVEYED: SEPTEMBER 20,2018
460'
ZONE: R-40 ELEVATIONS REFRENCE:
FLOOD ZONE X NAVD 1988
O SCTM: 1000-78-1-10.7
APPRO ED AS NOTED N
~ rn GEA CALCULATIONS
N
oA /7 /� B-p�!-v/l N LOCATION: AREA:
IFEE v BY v It
N PROPERTY: 40.671.47 SF
NOTIFY BUILDING DEPARTMENT AT
(280-207d)GFA PERMITTED: 5133.6
1 LOWING INSPECAM TO TIONS:
PM FOR THE STORM WATER MANAGEMENT DETAILS
FOLLOWING INSPECTIONS: EXISTING 1ST.FLOOR: 2067.4 SF
1. FOUNDATIom-TWO R1701"Pr0
FOR POURED-'-CCJCRF e_
2.
PROPOSED 2ND.FLOOR: 550.5 SF
3. INSULATION
100%RUNOFF AT DRYWELL DRYWELL
OUGH-FRAIJIi�vG F'� 1i,'?;.':ii LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY:
TOTAL: 2617.9 SF
4. NEW ROOF AREA: 726.5 SF 121.3CU.FT. EXISTING 8'X5' 211.3 CF
BE COMPLETE FOR C.O.
FINAL-CONSTRUCTION MUST REPLACE EXISTING DRYWELL
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR , OGEE GUTTER-STANDARD 5"
DESIGN OR CONSTRUCTON ERRORS
NOTES:
1).EXECUTION:
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
COMPLY WITH ALL CODES OF 2).PREPARATION:
?r� SUS
NEW YORK STATE &TOWN CODES A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. s
B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
AS REQUIYAN N DITIONS OF ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. ��,���
C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR J
TOWN MA METALS WITH PROTECTIVE BACKING PAINT.
3.INSTALLATION:
D TOWN 1CYNG 80 0 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. Q
TOWN 1RUSTEES 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
ACCESSORIES.
B).ALUMINUM:RNET AND CAULK WITH A BUTYL SEALANT SLIP JOINT
} CONNECTORS.
HP \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT.DRY WELLS TO BE 10'MIN. 4).PROTECTION: z
�
A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT,
AWAY FROM HOUSE
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
COMPLETION.
Dp C
EXISTING
Must provide Manuals 14'X 30' o '0
D, 3 and S as per POOL 0 ~
N ,S F'ncrr,,r Code
30.0' 105.0'
0 a
0
w LL IH Oa O
Blovier door _
�^ Q
O� x Fx-+
and ductwork EXISTING 8'X5' 58.8'
testing required. DRYWELL 24.0' O
EX.PORCH W 0
M
o Z
oW W
X ^ PROPOSED NEW u� G Z r
OVER EXISSTIING 1.4
N EXISTING DRIVEWAY z En
z > �j
OCCUPANCY 0� I GARAGE p"' - - - - - - - - - - - - - - - -
15,' EXISTING 1 STY HOUSE
USE IS UNLAWFUL w/GARAGE / _ \ 1
WITHOUT CERTIFICAT
NO EXCAVATION NEEDED EXISTING 8'X5' w /
OF OCCUPANCY NO TOP SOIL OR CONCRETE EXISTING 8'XS' DRYWELL � -
EX.PORCH WASHOUT REQUIRED
LJJ
I I O
\ - , DRYWELL O
rn
113oo
ELECTRICALm
INSPLECTION REQUIRED '3 � ®®®
o z
ti � 1
PLU"'3ER CERTIFICATION M
ON LUD CONJITENTBEFORL � ����y0'
CERTt 10,ATat OF OCCUPANT..
Q-
SOwD 'R U9i50-1N VO4TER
SUPPLY SYSTEMCANNO- N 76008'05" W 132.00'
EXCEED 2110 OF 1% L EA D.
SKY PLANE
�'PLUMB_ING- SCALE: NOT TO SCALE
4LL PLUMBING WASTE SLEEPY HOLLOW LANE
A WATER LINES NEED '
Tt^TING BF-FQg COVE RIMa,-
All exterior lighting SITE PLAN DRAWN BY: MH
Installed,replaced or SCALE: 1" - 20'-0"
repaired shall confonn 8/2/2024
to Chapter 172
of the Town Code
LE: SEE PLAN
CLdN�w SHEET NO:
tR Lu
�C 072 ;
Ate` -SS1 NPR
I
i
Design Services
www.mchdesignservices.com
phone:
_ __ — _ (631)298-2250
_ — — email:
® HIJj
® — -- -- — — michael@mchdesignservices.com
PROPOSED NORTH ELEVATION Q
SCALE: 1/4" = V-0" �--•
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PROPOSED WEST ELEVATION 0
SCALE: 1/4 - 1 0
DRAWN BY: MH
® ® 8/2/2024
r
SCALE: SEE PLAN
LH
`� rA °sue SHEET NO:
1 Jtj
'�`C%a �p • n2 ��
��C�� 0
PROPOSED SOUTH ELEVATION
SCALE: 1/4" = V-0"
i
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
A
A
24'-0"
2'-6" 19'-0" 2'-6"
45min FI 4ATED
SC DOOR w/ JAMB
TW30410 TW30410 TW30410 TW30410 TW30410
TEMPERED TEMPERED TEMPERED TEMPERED EGRESS
2'.0" (3)2,16 (3)2X6 HDR 2'-0"
WALL (EGRESS) WALL - u,
OJ I 1 I I I I I 1 N
I I I I I 1 I I I 1 1
:5 oVg r — — — — r —i— — r - -�
CLLu
N
Th RAILING(OPTION,1/2 WALL) , 5'.0" a 3 16 X12,,FTG w%(2)#4 REBAR
WALL 1 WALL 12'-71/32" 5'-11"
5-1/4X5-1/4 1.8e 5-1/4X5-1/4 1.8e 3
PARALLAM POST PARALLAM POST o �~
SLOPED ; ; SLOPED W
CEILING v V � CEILING w
--
O LANDING 48min FIRE RATED DOOR
O SLAB
v Q
� ON SLAB w/SC HINGES.STEEL JAMB g
u VVZ O
FITNESS ROOM N o
8'-0"CEILING HEIGHT INSTALL 5/8"TYPE-X FIRE RATED (V
p SMOKE AND CO DETECTOR SHEETROCK AT CEILING.PATCH
' TO HARDWIRE WITH HOUSE - -------- WALLS(AND NEW)AS REQUIRED n h•L•,
Ln WITH SAME MATERIAL. -----0------ -----
�y DECTORS PER CODE _ W
Fz
N EX. GARAGE ON CH
6'-61/4" 9'-1" 6'-63/4' I INSTALL 0 O ,
NEW LANDING
5'-0' 2'-4" 5'0° I --------- -- ------------ B---------------- ------------------- ---`- w H
-'t--------------
INSTALL BLOCKING BETWEEN
S ELVES
( )2X8 HD I 2X4 WALL JOISTS IN BEARING WALL ABOVE O ^
16"OC(TYP) i ^
I Qr
EXI GING W LLSSTO�RAcGE, I 4 STORAGE 3,_6,� I O REMAINI--1 �-1
i (EXISTING ROOF AND F� O O
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CEILING v x x
SH ER 8'-0"CLG , „ i s
/ /(3)�X6\HD
23 -7 ------------- ----- O(3)2X6 HDR (3)2X6 H \ ^ w O
(MIN.(3)2X10) (MIN. (3)2X10
— TEMPERED — A21 A21 — — a
— — — — — — — — — — — — — — — — — — — — —
2'-0"WALL A21 — — — — — — — — — -
12'-0" 01 12'-0" v
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24'-0" V
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EXTERIOR WALL:2X6 STUDS @16"OC(TYPICAL) /1
EXTERIOR:VINYL SIDING TO MATCH EXISTING k,/ )
INTERIOR: 1/2"DRYWALL(BATH:MOISTURE-RESISTANT) O
INSULATION:PER COMPLIANCE CERT(SHT:A-3) R20
A
PROPOSED 2ND. FLOOR PLAN PROPOSED 1ST. FLOOR PLAN
SCALE: 1/4" = 1'-0" —771 SCALE: 1/4" = 1'-0"
DRAWN BY: MH
10/01/2024
tioF NEW y SCALE: SEE PLAN
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11/4 PROPOSED ROOF PLAN 0
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3"i SCALE: 1/4" 1 0 � a
3
F.A.I. 1
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4 / / Z Z
TO APROVED
SEPTIC SYSTEM a^c.l. SLOPE"1/4"PER FOOT PITCH TO DRAIN
TRAP HOUSE
W 0
PLUMBING SCHEMATIC11.4
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SCALE: NOT TO SCALE Generated by REScheck-Web Software
Compliance Certificate CIO
2" 2"
2"
O o 0 02" o o O o 2" Project GAYDOSIK RESIDENCE
Energy Code: 2018 IECC O
Location: Southold, New York
Construction Type: Single-family
Project Type: Addition
O® O® QQ Cc ® ®® CS ® Climate Zone: 4 (5572 HDD) 04
Permit Date:
FASTENER TYPE: Permit Number:
No.B WOOD-SCREW
BASED ANCHOR WITH 16"OC All Electric false
In.
Is Renewable false
No.10ANCHORWITH pO OO Has Battery: false
Has Charger false
BASED ANCHOR WITH 16"OC
21n.EMBEDMENT LENGTH
Has Heat Pump: false
1/41n.dia.LAGSCREW
BASED ANCHOR WITH 16"OC
21n.EMBEDMENT LENGTH 9 Cc Cc
O O SHEATHING
Construction Site: Owner/Agent: Designer/Contractor:
1/2"APA RATED SHEATHING
GRADE PLYWOOD cc ® ®®
(ALTERNATIVIVE:7/16"O.S.B.)
1/2"APA RATED SHEATHING
GRADE PLYWOOD ® O ^i�l. s�".F}-.�=i-.3 !,kllll-'�
(ALTERNATIVIVE:7/16"O.S.B.) _,...w......_.._.__._.._..._,___e.-.._......<... _ .,,--.._._._...._.._._ ..,__-. .._. ..............._....�_ _.._-.._..._,,,.._ _....._.. ._...._.. .._..-.._.__...._.r_._. ._...w,._.._..� _..._,..___._.a
Compliance: 0.8%Better Than Code Maximum UA: 132 Your UA: 131 Maximum SHGC: 0.40 Your SHGC: 0.34
® The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules.
cc 99 cc cc
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Oo O® Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
No.8 ER WOODTYPE-SCREW
SPACING: ZX4 DF#2 assembly in the specified climate one must meet the minimum energy code insulation R-value and depth requirements..
No.8 WOOD-SCREW O O STUDS
BASED ANCHOR WITH 10"OC
WINDOW SILLtin.EMBEDMENT LENGTH
L cc
TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ® ® ®®
BASED ANCHOR WITH 12"oc Envelope Assemblies
PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH
THAN 4 FEET _a0444 �l i
1/4in.dia.LAGSCREW �u1..11�� � �k y c •
BASED ANCHOR WITH 16'OC Q Q d /jam R D RAW N BY: M H
21n.EMBEDMENT LENGTH ___. ...._ . ...-.._ ..- -- _ .. _. .-_ ...... ............•.. __...___....._. ...__..W-._..��_._. ._ _ _wW -..
® ® ® W. Ceiling: Flat Ceiling or Scissor Truss 418 21.0 0.0 0.047 0.026 20 11
TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING:
Ceiling 1: Cathedral Ceiling 192 21.0 0.0 0.048 0.026 9 5
PANEL SPAN GREATER THAN 4 FEET 2.2X4DF#2STUDSCONNECTED 2O2^O O/2/
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW '7
OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC 1ST, FLOOR:Wood Frame, 16"D.C. 355 20.0 0.0 0.059 0.060 21 21
THAN 6 FEET AND NUTS @ T-0"O.C. 21n.EMBEDMENT LENGTH 2ND. FLOOR:Wood Frame, 16"o.c. 670 20.0 0.0 0.059 0.060 33 34
No.EDWOOD-SCREWS SCALE: SEE PLAN
TYPICAL MULTIPLE OPENINGS BA.EM ANCHOR BEDMENTLEH 9"OC AWNING:Woad Frame 24 0.290 0.320 7 8
2In.EMBEDMENT LENGTH SHGC: 0.31
PANEL SPAN GREATER THAN 6 FEET
AND EQUAL OR SMALLER BASE dia.ANCHOR
ROUND:Wood Frame 4 0.290 0,320 1 1
Q BASED ANCHOR WITH 16"OC SHGC: 0.33
THAN 8 FEET 12in.EMBEDMENT LENGTH DOUBLE HUNG:Wood Frame
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SHGC: 0W5 80 0.033 0.047 22 26 �� F DECSHEET NO:
Floor;All-Wood Joist/Truss 551 30.0 0.0 0.033 0.047 18 26 ,� S EER�r O'A
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING G' `S� o
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" LU
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
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. Project Title: GAYDOSIK RESIDENCE Report date: 07/27/24
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Data filename: Page 1 of 2
I
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
M C H
Design Services
KING STUDS
www.mchdesignservices.com
ENDWALL RAFTER WALL STUD phone:
CRIPPLE STUD
BOTTOM PLATE (631)298-2250
o •
o RIDGE LEDGER BATHTUB
° HEADER email:
• DOUBLE JOIST michael@mchdesignservices.com
47�
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIP-ION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS IN 1-1
ANCHCR TO FOUNDATION W/ ANCHOR BOLTS 0 BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT To 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION IAPPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHCR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD.j ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS M)r�\
AINTAIN
VENTILATION
SIDEWALL FLASHING 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 O
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA ^�
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF 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 CONTIN. SOFFIT / EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. Q
NSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
AND SO AS TO MAINTAIN AIR
8" - 14" LSTA30 1-1/4"x3O" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS GAP TO PREVENT CAPILLARY CONNECT TO
AC TION ram.,
' 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND Q F•I•i
�`„
INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT
` OF FLASHING < z
2ND. FLOOR WALL ' / ROOFING LAPS BASE w
FLASHING 4 INCHES A
RAFTER O
/ BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME
/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING 11.4
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O
WOOD JOIST 0� ^
TOP PLATE �� a
GIRDER/HEADER
SIDE WALL FLASHING `• FBI I-LI
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST • Fi-1
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD O
AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND A a
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION W
4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED W
KEEP SHEATHING MIN. 1-1/2° ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RIDGE VENT FOLDS
ON ALL OPENINGS CONIJECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. a
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO
INSTALL 4'0" O.C. RAFTER TO PLATE S A
AIR PASSAGE IF ABLE, SET FIR JOISTPROX. 1 2" HIGHER THAN LVL HEADERS
8" - 16" U CONFECT OVER STA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE /
OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
DBL. SILL PLATE O t • ,
TERMITE SHIELD I �— SUB FLOOR W
SILL GASKET WOOD JOISTS .
� NEOPRENE
CONC. SLAB GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE O
TYP. CONC. FOUNDATION ( n 6 MIL. POLY
DAMPPROOF EXTERIOR V V GRANULAR FILL • , I BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR `% 1/2 " DIA. BOLTS ® 48" o.c. STAG.
V STEEL COLUMN _
° 4 I ° 4 - o, -�, ° ROOF JAC K
CONC. SLAB ' e \� I I STEEL BEAM
rp ° n o `.'a ANCHOR
COLT EMBEDMENT: x STEEL
�`ETE: 7" ,
b COMPACT FILL ° POUREBLOCK WALL: 15" ROOTOP AND BOTTOM PLATE
Q V . ° 4 ° h' 0 N FLASH
ING AT
WITH 1/2" x 6" ANCHOR BOLT
KEYWAY FOOTING SIDES AND TOP
° CONC. FTG. p Q'p G o' �.
USE WITH 3x3 SQUARE WASHERS 1/2" GROUT
e s O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583)
3" STEEL COLUMN
p REINFORCING BAR a° ANCHOR BOLT CONNECTION FOUNDATION 5/3" DIA. ANCHOR BOLT I I 1
DRAIN TILE 17 SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC
TYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION) STEEL BOTTOM BEARING
WALL BOTTOM PLATE TO FOUNDATION
(SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
II r SUBFLOOR
CONC. SLAB I I DOOR FRAME
6X6 10/10 WWM GARAGE I Q JOIST
COMPACT FILL DOOR
USE 2X8 STEEL BEAM
-".� FOR BLOCKOUT
4" SLAB
• P.T. PLATE �` W/ 6X6 WMM I I SLOPE
SPACE �`� 41 ° ° 4'DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT
1/2" AIR
7 1 �" p e e (WITH A NAILING PLATE IF NEEDED) DRAWN BY: MH
AT END AND ° ;<
ES OF WOOD �� ''0 ° ° ° ° ', > TO BE APROX. 1/2 OR HIGHER THAN
GRADE ' �► 41------a-----' STEELM T ALLOW FORSHRINKAGE �^
BEAMS _ o�� D � o o •e , •, (PROVIDE STRAPPING TO KEEP JOISS ALIGNED) `7
' ° ° 8�2�2�
�d• 4 6X6 W.W.M. •.e - - e - - -•Ye - �, ° _III 4 I-
o
12" 4 4 4 s I 0 O II—IIIT SUBFLOOR
MIN. o ,o D D.
° D A'& A', A'� ° _ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM i�II` D o' ° „ III-1 r
•� 4 REINFORCING BAR e. NOTCH EQUALS 1/4 DEPTH OF BEAM 1_III ° O e°o ' s o° II=11 A �101ST SCALE: SEE PLAN
REINFORCING BAR c ° 1= d ° o
DRAIN TILEp SHEET METAL / 30# FELT UNDER BEAM AT POINT e° STEEL BEAM
L
12" OF CONTACT WITH CONCRETE OR CONC. BLOCK _ITf=ITi=Ti-1"7—I Tf=F7 •� NE
c•e 3 PLATE (BOLTED SHEET N O.
° SHIMS TO LEVEL BEAM � 5� EE TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �`o - -- o
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ` A ;? (P
3" MINIMUM BEARING SURFACE FCR WOOD BEAM GARAGE DOOR BLOCKOUT or
m ,se W
BEAM POCKET
O '25�
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I
WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS:CiENERAL NOTES
1). RIDGE-TO-RAFTER ASSEMBLY:
ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
M1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLINGWhen a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) Design Services
TOE-NAIL SEE PLANS
TOP PLATE 10'WALL: 4-Bd COMMONRAFTER TOTAL SQ. FT. OF CONSTRUCTION ( )
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) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING 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 www.mchdesi nservices.com
TO TOP PLATE 10'WALL: 4-8d COMMONJOIST 9
for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES 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)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 (631)298-2250
construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM- SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) email:
OVER PARTITION WFCM - SBC LAP NAIL INTERIOR WALLS AND PARTITIONS H/180 michael@mchdesignservices.com
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10
p g FLOORS L/360
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
These code:. are to be considered as art of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 4o MASONRY WALLS (8"THICK) S0 CEILINGS (PLASTER,STUCCO) L/360
P P g FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS(GYPSUM) U240
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS U240
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10
GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ.IN. 20001bs EXTERIOR WALLS (PLASTER, STUCCO) H/360
2 - 16d COMMON
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240
(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120
4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 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 NAIL NAIL NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work. There are no warranties for a bottom late, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING
p p g p q TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
INTERSECTIONS 4 - tEd COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL EGRESS Sym 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 FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7). The GenE:ral Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION
8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - lEd COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 O
6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:
FLOORJOIST, BAND JOIST, 2 - lEd COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2
1). The GenE!ral Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER 10ESHIELD FLOOD
determine intended heights of finished floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
2). All footings to rest on undisturbed (virgin) soil. ^�
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Q
NAIL NAIL
interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING MODERATE SLIGHT TO _
3). Provide 11/2" expansion joint material between concrete slabs and abutting
2.4.4.2 and 2.2.4 respectively. JOIST TO: 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE
8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Q
W
concrete or masonry walls occuring in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4 -8d COMMON PER TOE JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: �•/
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4). Any news concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 -8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING EACH TOE hey
5 . Unless otherwise noted, all slabs on grade to be 3000 s.i.. Concrete to be 2 -8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 ^ w
g p• TO JOIST END NAIL @ @ (�
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 ( BOTH FIELDS) ,�
o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. �....�
to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMONNOTE: 2 FOR PANEL FIELD
6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
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
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 3 -16d COMMONZ
[�] a
attached with the above requirements. TO BEAM JOIST NAIL ^ �
8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE O O
7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. 1-4 A
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 1.4
3 - 16d COMMON a
the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL H O
1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, O
8). Drainages as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. x
COMMO �..1
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1
0 �-q
into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. 2). Tabulated 12 inch o.c. nail spacingassumes sheathingattached to rafter/truss framingmembers with G>0.49.
FRAMING NOTES g H A For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. A W O
1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL w
QTY. SPACING 3). Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For
Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. ) p g g g I-�
below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. (fir � �
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: ` O
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING. NAIL SPACING NAIL SPACING AT INTERMEDIATE It
Q m
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS)
4). Unless otherwise noted where needed. GYPSUM all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD
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
WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3
grade.
openings. L'VL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: O
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 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall
5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC
be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE
6). Double lap floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential
PLYWOOD 6d COMMON 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 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.
"
on plans. WALLBOARD 10 O.0 . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails.
7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. p g, g
FLOOR SHEATHING
other access openings unless otherwise noted (typical).
3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL
8). Dormers running u roof rafters are to be supported b double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SH AND A K FIRE STOPPING AT T MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
) g p pp y � 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES 1" OR LESS 8d COMMO 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"SILL-AFF
NOTES:� NYS Residential Code R302.11 -FIREBLOCKING REQUIRED
under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations.
needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs.
3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing
n 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,
Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher
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.
ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. DRAWN BY: MH
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
such as shear plates, shall be used to maintain load path. DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE
1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( )�
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 8/2/2024
13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
2). When wall sheathing is continuous over connected
ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the Fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. SCALE: SEE PLAN
to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per fool. INCLUDING SUBFLOOR,IS COMPLETE.
14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 ! F NEI'V
torch down type material over. � k� ,p
and R315 of IRC. � °F� �� SHEET N O.
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP c; �. w
AND BASES. USE WITH FLASHING CAPS TO ,l u; L
COVER TOPA 5 1
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