HomeMy WebLinkAbout47279-Z �o\pSU oy. Town of Southold 5/11/2023
o , P.O.Box 1179
o _ 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44089 Date: 5/11/2023
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 180 Terry Ct., Southold
SCTM#: 473889 Sec/Block/Lot: 59.-11-10
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/3/2021 pursuant to which Building Permit No. 47279 dated 12/29/2021
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 pergola and wood stoop,to existing single-family dwelling as applied for.
The certificate is issued to Davis Clark,Elizabeth
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 23-87324 3/30/2023
PLUMBERS CERTIFICATION DATED 4/13/2023 hris G inski
A o ized Signature
�o�SUFFo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y� TOWN CLERK'S OFFICE
to Z
"o • 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#: 47279 Date: 12/29/2021
Permission is hereby granted to:
Davis Clark, Elizabeth
180 Terry Ct
Southold, NY 11971
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
180 Terry Ct., Southold
SCTM # 473889
Sec/Block/Lot# 59.-11-10
Pursuant to application dated 12/3/2021 and approved by the Building Inspector.
To expire on 6/30/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $570.00
CO-ADDITION TO DWELLING $50.00
Total: $620.00
huddl`AT nspector
Certificate of Compliance
CERTIFIED ELECTRICAL INSPECTIONS, I C APR 0'6 2023
188 PARK AVENUE
AMITYVILLE, NY 11701 Toyviy
P: (631) 598-5610
....................................................................................................................................................................................................
CERTIFIES THAT
Upon the application of Upon premises owned by
Alan Hubbard Electrical Contracting Peter Fernandez
PO Box 2241 180 Terry Court
Aquebogue, NY 11931 Southold, NY 11971
Located at: 180 Terry Court,
Southold, NY 11971
Application Number* 23-87324 Certificate#: 23-87324
Electrical License#: 4285-ME
Section: Block: Lot: Building Permit#: BP-47279
Described as a Residential occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
2-Story Addition - Kitchen / Bathroom/Hallway/2nd Floor Laundry Room /Bathroom/ Hallway-
ROUGH COMPLETE 1/24/23
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 applicable
code/or 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 30th day of March 2023
Name QTY
Fixture Outlet- 15 Amp, 120V 15
AC Condenser- 20 Amp, 220V 2
Dimmer- 15 Amp, 120V 5
Switch - 15 Amp, 120V 16
Combo Smoke & Carbon Detector- 15 Amp, 120V 3
LV UC Light Fixture- 12 V 2
Recessed Fixture - 15 Amp, 120V 5
Electrical Inspector: Anthony Giordano
=�APPROVED�o
This certificate is not valid unless raised seal is present.
1 R
Certificate of Compliance
....................................................................................................................................................................................................
CERTIFIED ELECTRICAL INSPECTIONS, INC.
188 PARK AVENUE
AMITYVILLE, NY 11701
P: (631) 598-5610
....................................................................................................................................................................................................
CERTIFIES THAT
Upon the application of Upon premises owned by
Alan Hubbard Electrical Contracting Peter Fernandez
PO Box 2241 180 Terry Court
Aquebogue, NY 11931 Southold, NY 11971
Located at: 180 Terry Court,
Southold, NY 11971
Application Number#: 23-87324 Certificate#: 23-87324
Electrical License#: 4285-ME
Section: Block: Lot: Building Permit#: BP-47279
Name QTY
AC Blower- 15 Amp, 220V 2
Duplex Receptacle - 15 Amp, 120V 15
Exhaust Fan - 15 Amp, 120V 2
GFCI Receptacle- 15 Amp, 120 V 17
LV Lighting Transformer- 15/2 Amp, 120/12 V 1
Smoke Detector- 15 Amp, 120V 3
Electrical Inspector: Anthony Giordano
.�Iltc_ so
APPROVED*o
/,tea%mnuu.....
This certificate is not valid unless raised seal is present.
o f
Town Hall Annex J�L Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G
Southold,NY 11971-0959 ��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CE R.T.IFICATI0N.
Date: LL. L
Building Permit No. 7
Owner:G b( e'_6e� D . rt)
(Please print)
Plumber• clr3 6011-A.S b -- -
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
tubers Signature)
r� -
Sworn to before me this 3
day of c`, 200
JESSICA HARRIS
NOTARY PUBLIC-STATE OF NEW YORK
N0. 01HA6238954
Qualified In Sulfolk County
MY Commission Expires April 11, 201?y
Notary Public,. :County,
��a��;,,1�v1 �o��OF SOUTyOIo
TOWN OF SOUTHOLD BUILDING DEPT.
cou631-765-1802
INSPECTION
[ NDATION 1ST [ ] ROUGH PLBG.
[ OUNDATION 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:
DATE ! )0 INSPECTOR
�O��OF SOUlyO6
# TOWN OF SOUTHOLD BUILDING DEPT.
coulm, 631-765-1802
INSPEC ION
[ ] FOUNDATION 1ST [ 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:
fllk I n
,vNmk VQw- c',
roov�z
DATE 13 ?P INSPECTOR
SOUTh°�
# # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] OUGH PLBG.
[ ] FOUNDATION 2ND [Vj 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:
L
DATE 1 INSPECTOR
SOUIyOIo
* TOWN OF SOUTHOLD BUILDING DEPT.
courm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] RO GH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/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
REMARKS60fk� CA
: l
I )
1
DATE 31 INSPECTOR
FIELD:INSPECTION:REP'S RT-.. -DATE.:. . ;'.: . :::.` .: : . ...:: CO.1VMENTS,
2-7
FOUNDATION:(1ST)
FOUNDATION:(2ND.);.
ROUGH FR:A1YiINr,:&' .
PLUMBING y
i 2. �, vr► : 6� oyt: t„i �►�►��.yyyyyy G
INSULATION.kER N. .. . '
STATE EAAGY' ODE
FINAL.
ADDITIONAI::CQjVIMENT .
C)
3-D� c-2i2
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
H y2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631)765-1802 Fax(631)765-9502 hqps://www.southoldtowmy.go
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only F--.
PERMIT NO. Building Inspector. DEC 012021
- - entire �6' nrp ete.'.-
Appl!�?tjphs and.-forms. 'Mu!4: e' BU!LDING DEPT
TO
'e'ad�pi�d -e OF SOUTHOLD
Owner's Authorization form(Page appll6ti8M�vA(-ndi-b ti�e-Appllcaqt is.not ft owner.an
'2)shall be completed'
Date:11/29/21
:,OWNER(S)
Name:Peter Fernandez Mary Beth Fields
sc-rm#1000-59-11 10
Project Address:180 Terry Court Southold
Phone#:631 566 5073J
Email:pjt J�i izz(&-hotmail.com
............
Mailing Address:same
CONTACT.PERSPN.,
Name:Mark Schwartz
Mailing Address:PO Box 933 Cutchoque NY 11935
Phone#:631 374 4624 .-MKsarchitect@o-ptonline.ne,t—.----
E 4-6h -
7 �,'PROFESSIONAL INFORMATION: -
Name:same
Mailing Address:
Phone#: Email:
CONTRACTORINFORMATION:
Name:
------------
Mailing Address:
Phone#: Email:
0
CT
I
OSib-CONSTRU
`DESCRIPTION.
EINewStructure MAddition WAlteration EJRepair ElDemolition Estimated Cost of Project:
Elother
Will the lot be re-graded? E]Yes ii No Will excess fill be removed from premises? WYes ONO
PROPERTY INFORMATION. .
Existing use of property:Single fam res Intended use of property:same
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40 this property? 0Yes @No IF YES,PROVIDE A COPY.
®Check'.Box After Reading. The owner/cartnctor/d alai prorestlontl Is respooslWs to►all dralmp and storm water Imus as provlded by
Chapter 296 of the Town HEREBY MADE APPLICATION IS HERMADE to tM Mdbw Department for tin Issuance of a Budding Permit pursuant to ttio Building Zone
Ordkwnce of the Towh ofSoutltoid,Suffolk,county,New York and other applicable taws;Ordinances or Regulations,for the construction of buildings, -
add tions,afterations or fce removal or demolition as herein described.The applicant agrees to.com*with all applicable laws,ordinances,building code,
houskrg coda and ragutadora and to admit autlhorhed 110psaars,an p u nises and in bulldhq&)far necei"Inspections.raise statements made herein are
punishable as a Gass.A rn'Isdemaanor,pursuantto Section 230.45 of the Naw Yofk State Penal taw.
Application Submitted By( in name Mark Schwartz BAuthorized Agent C1 Owner
Signature of Applicant: Date: 11/29/21
STATE OF NEW YORK)
SS:
COUNTY OF suffolk )
Mark Schwarz being duly sworn,deposes and says that(s)he Is the applicant
(Name of individual signing contract)above named,
(S)he is the Architect/Agent
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained In this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of 20
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, E(.q nttk, D.Fer0M G4QZ residing at 19D TCrry 150(O-T[/I Q 0
do hereby authorize AC K GCf jX*—,,- to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
&Mak& lb-(�AWLAit d 12-,Ij 2-1
Owner's Signature Dite
G`Gc z a be Y-K P, FP—r&1A-A/D��
Print Owner's Name
2
KA 0
S 670 45' 00" c SCTM # 1000-59-01-10
------- C DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL:
--- ------ -- ---- ---- -- - ----- -- _ _ 102.0'
PROPERTY: 15,592.4 SF 0.358 ac
APPRO ED AS NOTED -
- --------- --- - ---
---------
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W
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0
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PROPOSED SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
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SCALE:
JOB#:
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11/3/2021
PROPOSED EAST ELEVATION SHEET NUMBER:
SCALE: 1/4 - 1 -0
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PROPOSED NORTH ELEVATION
SCALE: 1/4" = V-0"
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DRAWN:
PROPOSED WEST ELEVATION
SCALE: 1/4" = V-0" JOB#E
' 1 11/3/2021
tt
A �A�
SHEET NUMBER:
A-2
1---------------
1.
------------^1.REMOVED EXISTING WALLS AS SHOWN
2.EXISTING CHEN CABIHIS.FIXNRES, f r r r I
1 APPLIANCES.AND FINISHES TO BE --
REMOVED.PIPING AND VENT PIPING
' TO BE CHANGED AS REQUIRED ALTERED 1' -c==Al i
KITCHEN AND NEW BATH LOCATION. 1� II11
3 SIDING ANDUNDERLAYMENTTOBE Ir �,R� 1
BE REMOVED RELATED TO PROPOSED 11 Ir
' WORK REPAIR EXISTING DEFECTIVE II =e=c JII EXISTING SITTING ROOM 1 I r
1 AREAS RELATED TO AS REQUIREDIII III EXISTIN
l EXISTING LANDING.STEPS AND CONCRETE -----jig MUD ROOM
PATIO TO BE REMOVED I =
UP
f I
O ---- D
f-ll
�+O ly 11
---
' 1 EXISTING KITCHEN I / , I 1\\
I I
I I
I 'I F%.PANTRY \
1 1
N=E a
I
EXISTING LIVING ROOM '1.
I EXISTINC BASEMENT WIND
NEW
DDITON.011NINGTOIEIN-GEDAI '
I REQUIRED FOR NEW ACCESS TOCRAWLSPACE. , I
I 1 11 12.REMOVE EXISTING PATIO. 13
EXISTING DINING ROOM 11 II 13.REMOVE EXISTING LANDING AND STAIR ' O FNY7
' 1 1 O
II 11
1 1 1 1 1 1.REMOVE WASHER DRYER AND UTILITY I I
I CONNECTIONS(WATER HOOK UP AND DRYER 1 1
1 VENT). ' EX.CRAWL SPACE I�
15.GENERAL CONTRACTOR TO VERIFY ALL
I UNDERGROUND UDLITIES AND SUBSTRUCTURES O ✓
PRIOR TO EXCAVATION.
I I
EXISTING ENTRY `M°y'
O F"I
00
O
C/]
......... .........
?'!? ? liiivaiii -- ------EE15 ?a ? a
aii is
EXISTING 1ST. FLOOR PLAN
......... :........ O,-_ SERVICE
SCALE: 1/8" = l'-0"
EX.BASEMENT
T BLOCK WALL w/SLAB O
TYP 2X6 SII L
2X8 F)916-OC e-I
(3)2X8 GIRDER N
cu
m s� 0
m m ai v
011 .
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P� O� T" 2
OpI v
F- w @)ca .x
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EX,CRAWL SPACE (10
bo
�O
40
I I
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1.REMOVED EXISTING WALLS AS SHOWN 1 I ON X10 y 1
2.NEW ROOF TO LAYOVER OVER EXISTIN I 1------I N cu
3 EXISTING BATH FIXTURES AND FINISHES
TO BE REMOVED,PIPING AND VENT 4
PIPING TO BE CHANGED AS REQUIRED
FOR LAUNDRY ROOM IN FORMER BAT EXISTING FOUNDATION PLAN
LOCATION AND NEW BATH AT 2ND
FLOOR ADDITION-
4.EXISTING SIDING,ROOFING.AND EXISTING BE ROOM No. SCALE. 1/8" - 1'-0"
UNDERIAYMENT TO BE REMOVED AS
REQUIRED FOR PROPOSED WORK REPA
EXISTING DEFECTIVE AREAS WHERE
NECESSARY.
W
_ IN
BATH \ N
mu Il\1 O
11r---- 1
♦i 'Its '
Fo
LOCATION: EXISTING: REMOVE: ADD: TOTAL:
EXISTING BEDROOM No.2 EXISTING BEDROOM No.1
pm�l
1ST.FLOOR: 942.8 SF 149.1 SF 1091.9 SF FF++WV--II
...... ...... ............ .......
2ND. FLOOR: 634.5 SF - 92.3 SF 726.8 SF
PATIO ON GRADE: 278.1 SF 278.1 SF 334.7 SF 334.7 SF
,1
PERGOLA: 334.7 SF 334.7 SF
STOOPS: 63.6 SF -26.7 SF 29.3 SF 65.9 SF
vyl; "'xh, �,V DRAWN:
SCALE:
yA. JOB#:
11/3/2021
rwfr I .�f y SHEET NUMBER:
EXISTING 2ND. FLOOR PLAN 0lFr +
SCALE: 1/8" = 1'-0"
A- 3
261-011
10
12'-4" 12'-4" "
— — — — — — — — — � ----- — — — — — — — — — -
' ' 12"d1A.CONC.PIER ' -
�•• ; w/2'X2'X1'FOOTING ; �•• ;
MIN.Y BELOW GRADE
----' (TYPICAL) `-----'
I I
PATIO ON GRADE
PAVERS SHOULD MAINTAIN A SLOPE AWAY
FROM BUILDING FOR PROPER DRAINAGE.
INSTALL OVER 1"BEDDING SAND OVI
4-6"CRUSHED(COMPACTED)GRAVEL I
IO
12'-0" I dl
12"dia.CONC.PIER *-
3'-4" 7'-4" ON UNDISTURBED SOIL
MIN.Y BELOW GRADE
(TYPICAL)
LEDGER BOARD-O BE FASTENDED
2X6 ACQ I TO BUILDING WTH TIMBERLOK®
d' @16"OC SELF-COUNTER;INKING SCREWS
BY OLYMPIC MANUFACTURING
---------T---ACQ i-EDG-ER.-HASHED-- -t--- (2 SCREWS @ 32"O.C.)
v
� ' . a p• a � o � • a p• a . � o
-----------------------------
� o #5 REBAR
@12"OC
V Q I w W
Lu
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I �
CYN a N LL EX. CRAWL SPACE Z
2X6 ACQ SILL PLATE i a i o N I x
COPPER COATED TERMITE SHIELD a ao �, I
SILL SEAL x r0
p 6"0 v i
AR
#5 REBAR 8" ; ' #5 12 O
C [�]
ANCHOR BOLT MIN. @ '
(SEE ANCHOR BOLT DETAIL) o
GRADE TO SLOPE ACCESS OPNG. r — — -1 r — —
8° aAWAY FROM BLDG. UP
POURED CONCRETE
L I I ,
FOUNDATION WALL e d ASPHALTUM DAMPROOFING W I D I
MEMBRANE TO GRADE o
vo
1. B"THICK POURED CONCRETE FOUNDATION,3000 psi.VERIFY HEIGHT AT cn p
TOP OF WALL FOR FINISHED FLOOR TO MATCH.EXTERIOR OF FOUNDATION +mss
o PROVIDE 2X4 KEY TO BE DAMPPROOFED AS PER N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS X N
A COATING. co O
2"THICK d � p
CONCRETE SLAB a v p 2.FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN FOOTING. `� X O
a FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON � z
Q � 181, UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). O � Lf)
i \
p
O 3" 3.FOUNDATION SLAB TO BE 2"THICK(TYP). �' \
4' COARSESAND 4PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATEScz
OR GRAVEL .#5 REBAR TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS ,Lo U r-,4
COMPACTED 3,. SILL GASKET.
---------------L-- _ - ------------�--- ~
---------------�-- _ _______ == - CH =__________--_--�__- O
CLEAN FILL _______________a== ---- ------__-__ ---z-------_-------- �
16 5.PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, cV o W
' ' SERVICE INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A x
�— - MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO P'
FOUNDATION DETAIL EXISTING SERVICE BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT.
TO BE UPGRADED 6.DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE
II AC TO BE INSTALLED
SCALE: 3/4" _ � -p EX. BASEMENT BLOCKING AT 8'-0"O.C. (MAX.)AND MIDSPAN. �
7 BLOCKTYP 2X6LSILL 'LAB E=R(
7.FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS.
2X8 FJ @16"OC V
(3)2X8 GIRDER V)
P4
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A�EX. CRAWL SPACE
DRAWN:
SCALE:
JOB#:
F 11/3/2021
L _ _ _ _ _ _ J
� C� SHEET NUMBER:
PROPOSED FOUNDATION PLAN
SCALE: 1/4" = V-0" A-4
26'-0"
" 12'-4" 12'-4" "
STEEL FLITCH(S) O O "
n n n n n n ___ u
PLATE PER PLAN - -----v-----]1=====MC-----1t _-----Q===== -----
16" 16"
00I, 3_�=G'ER�L�_RL�_E_R 'µt__=� = =�
2VQ 0 lOX1QF CUU_J�
5"w X 5"w X 3/8"t STEEL ANGLE CLIP - " -- " -�' - " 'r1 - " wJ 6X6'ACQ POST, -Ir u n
AL1_ Cry _C \ '41-,-
t n
(EACH SIDE OF BEAM) O O _u-_-_- _ a _J1=== VL_�___IL__ __LC _ [1YO1---------------------------
0L) 1 �J1_r___JL_ __='�__
p O O --I- --�-'--- --1I 1 --II 11` � 11
-f--- -i1--- --„ -----,'-- - 1T-- --j,-- --'F1-- ,---� 1r- - -1r- - �, - --n-
O >� :2'_X_2 VER PER O IJ ISTS 12" _ n , n 11 1 \ n1 1 11� II 11
MICROLAMS p ---
i== '
r-PER PLAN m n I n �n l 1, n� 1 11J , n 11 X11
1?4" 16" 11 11 PR PpSED FRGOh1�- VER
O 5/8"dia.CONNECTION BOLTS O - Z _�'�__ _ "__ _ " _____' __ - '!_ _�'!_ _
p Zl/z" r -n--1; -TI'-- -y1�---=i --K-� --„-_ = 11-
ASTM A307 GRADE A(60,000ksi) O 0 a _1 iy -- n n 1i �u 11J I-P/�VF�5-4J1�1�1 /,iIJG 11
n J n -- �n n— J 11 I rr ,I J n n
WITH WASHERS AND NUTS - - - - - ------ ----- -- -- -- --u
- t - - - - - - t - - }- - - - - - - - t - - - 4 - - f -
t - t - PERGOLA BELOW- - ' ' ' 1 '
21AI 0 0 O — } - - - - -+ - } - - - -I- - - - - - -- - -F- - -� - - � —
STEEL PLATE
21/21 o o 5'-3" 5'-0" ,
ol
5/8"CARRIAGE BOLTS - - - - — — -
@16"OC(TYP.) — - -{- - - - } - - }- - -}- - -} - - � —
- - IT - ---------- _ 7II�- - --,I - , —
TEMPERED
(2)6"ML HDR/
Ll NICHE BENCH� -vn1 = v 1.USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH
O o RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PERCN iE O
CEMENT O �.. 3'-1" b'-b'/2" MANUFACTURE'S INSTRUCTIONS.
BACKER
BOARD D ^ N EXISTING BEDROOM No. 3 2.MATCH EXISTING PLATE HEIGHTS(7'-41/2"+/-)Vlf. p
0 PROPOSED BAH N w
CERAMIC TILE OVER 3-1/2X5-1/4 3.NEW EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. [�]
Q 3-1/2X5-1/4
THIN ET(TYPICAL) 1. RALLAM
EXTEND MEMBRANE - — — — — — — — — — — — - 1.8e PARALLAM
UP WALLS AS SHOWN SHOWER DRAIN 3" COL N PATCH/FILL EXISTING 2X4 WALLS AS REQUIRED. Q
COLUMN I W1.4
FASTEN AT TOP ONLY (TYPICAL) CURB 2,4„ 4. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. �
_ - - - — = 5.EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED 0000 H
(3) t4 tit $EAS — WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. z
MORTAR SHOWER PAN D W I I p HORIZONTALLY(WITH TWF AIR BARRIER FLASHING). INSTALL PER O
INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com w
M b'-3" 3'-I �' 'Dry 6.PROVIDE 2-2X6 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS FT .
UNLESS OTHERWISE NOTED.CUT OUT TOP PLATE AS REQUIRED OR INSTALL F+i
R I 1 (2)2X4 w/1/2"STEEL HEADERS.
PR SED IlLi
LN DRY. RM. N 1 I 7.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS,
FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc.
' PER CODE. CD
TOWEL BAR LOCATION 8.ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE en ,��' 0
APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING v .
GRAB BAR LOCATION TOILET-PAPER
HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ox
LOCATION =
54" 9. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30 SPRA p
36" FOAM,EXT.WALLS:R20 SPRAY FOAM,FLOOR:R21.EXTERIOR OPENINGS x O
26" MAX.U 0.30 W
cc Qj
EXISTING BEDROOM No. 2 \\�
EXISTING BEDROOM No. 1 10.ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. 0 :5 ro
BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT
FIXTURE BLOCKING AT BATHROOM r o
SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE ern m
AREAS. x
Ln U
' 11.ALL FLOOR TILE AREAS TO HAVE MUD SETTING.
00
12.ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. N W
4 ,
9-12" -----------• '----'----- --- -- ---"---"----- 13. INSTALL 12X12/14X14NICHES ATALL NEW SHOWERS UNLESS
48" ra
12�6
OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc.
INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED.
"
14.INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE.
TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT
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Cn
N
N
Li H4
12"X24" ■
(min.12") O r ,
77-84"
4 VARIES(VIF) 15" �y
48-60"
u-
(VIF)
36-48"
18" ',
P4
SHOWER HEAD NICHE PLACEMENT SHOWER SEAT 'I
�' DRAWN:
SCALE•
4bcR: JOB#:
11/3/2021
PROPOSED 2ND. FLOOR PLAN SHEET NUMBER:
SCALE: 1/4" = 1'-0" .f r r�'.alp zE f
A-6
________________ "_-I r"____--I I r__-_________ _________--________, ,
i t 11 11 I ,
1 1 I I 1 1 I I
I I I I I 11 I I I I
I I 11 � 11 I I I 1
II II ko II II II 11 W
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WALL TO EXTEND TO SUPPORT RA6R� ' rQ
R' --------- ------------------- -- -
— ------—-— ------ -------—---,a—-
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W00
I II 11 V I I , I i
1.REVIEW EXISTING CONDITIONS AND CONTACT ARCHITECT FOR
ANY DESCRPENCIES,QUESTIONS OR COMMENTS.
NEW ROOF TO FRAME OVER 2.ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.
EXISTING(GC TO EVALUATE \ GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER.
TO REMOVE AND REPLACE) p \ ; p
00
x \ ; 3.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS rr-d +�
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, CV WI• o
FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. m m v v
\ PER CODE. xo
^• v
EXIST \ ; 4.APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 0
2X12 LAYOVER PLATE HIMNEY I o
5.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND fir,
-- --- DIRECTLY TO THE DECK ALONG EAVES.
Lo c
aj
6.USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ o \
4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. 1� � r
7.ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONSLJ r^- u
WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. 011 m C%l
� I I I I I � � `i•�
I I , 00
8.DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING N G
I _ ___ MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. W
-' ' ''- --------" -- "-- """ --" """ '- UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE
r-------- --- ---
'
WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS
COMPLETE.
9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN FEW, W
INSTRUCTIONS. [�
" USE GALVANIZED(ZINC COATED)ROOFING NAILS,it-12 GAUGE WITH AT
LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD.
r 1
----- ----' ' '_'777-- --"""'' USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT 0
------ ----- I
I I 1 CUTTING INTO SHINGLE SURFACE. �
II I r^
I I 1 VJ
10. EXTEND GABLE ENDS AS REQUIRED TO MATCH NEW OVERHANGS.
--- ---- ---- ----
11.GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS N
REQUIRED. �
PROPOSED ROOF PLAN
SCALE: 1/4" = V-0" U
„ .,Ike �
DRAWN:
k SCALE:
JOB#:
Y� rah PS ,qy'/•
11/3/2021
SHEETNUMBER:
A-
7
2X12 LAYOVER
EXISTING ROOF
12
F 2X8 RR @16„OC Q 2.7
EXISTING
C BUILD WALLX8 RR >-,TO ROOF @16�OC ►�
N ° w
2X6 CJ 6 - - - - - - - - - - - - - - - - - - - - - — W U Z
(3)1-3/4X14
ML BEAM l7 Q
TEMPERED14-1
Z H
BATH GLASS
BEDROOM No. 2 LAUNDRY RM. x
EXISTING "t W
0
2X2 CEDAR SLATS
N
@12"OC
N3 4'SUBFLOOR
EXISTING EXISTING 2X8 FJ @16"OC 278 CEDAR PERGOLA JOISTS 16"OC
(4)14"ML w/(3)5/8"STEEL
❑ (2)2X10 CEDAR
GIRDER l� N v
La 0, p -�i -,u
Z m �'r o
I I o x �' � m ° �
ENTRY KITCHEN LL' �° p
EXISTING 10X10 FG I I 00 _ �' X o
o aaafa o o o o COLUMN hV- Z Gx,
6X6 ACQ < a°
DINING ROOM aHID Ujo2X6 I I POST
EXISTING (3)GIRDER Q I ( m
—3/4"SUBFLOOR 5 DECKING
EXISTING EXISTING EXISTING i 2X8 FJ 16"OC 2X6 ACQ 16110C
2X6 ACQ SILL PLATE '° 'c
TERMITE SHIELD---' �" coO�I v s~ v
CRAWLSPACE EXISTING SILL SEAL W
6 8"PC WALL r� 12"dia.CONC. O 12"dia.CONC. OCRAWLSPACE DAMPPROOF , t~
PIER M PIER i M
BASEMENT
r
2"CONCRETE SLAB " i� .••„,r►
EXISTINGAl
lz 16"X8"CONC. FTG. 24"X24"X12"
Iz (2)#5 REBAR CONC. FTG. Ln
W
En
N
A CROSS SECTION A
5 9 SCALE: 1/4" = V-0"
P4x
DRAWN:
,F'
SCALE:
JOB#:
11/3/2021
t
. y Q SHEET NUMBER:
OF
A- 8
Generated byREScheck-E eb Software
Compliance Certificate
Project FERNANDEZ HOUSE
Energy Code: 2018 IECC
3
Location: Southold, New York
Construction Type: Single-family
Project Type: Addition
11/4 Climate Zone: 4 (5572 HDD)
1 1/4 1 1/2 1 1/4 11/41, Permit Date:
W.C. LAv. LAv. Permit Number:
1;R1 :W]-M
SH ER Construction Site: Owner/Agent: Designer/Contractor:
C.O. 180 TERRY COURT
2 11/2 SOUTHOLD, NEW YORK
C.O. I 3
1 1/4
3
3
Compliance: 0.0% Better Than Code . " --__..,_..._,......_.._ ...._._..,_.w,.... .. jj �
e Maximum UA: 40 Your UA: 40 Maximum SHGC: 0.40 Your SHGC: 0.27
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. O
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
4D.W.
1 1/4 1 1/2 1 1/4
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade O
v�v assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. N
W.C. 13° rT� (� z
F.A.I. F�1
SHO ER
Q
2 Envelope Assemblies
2 o
C.O. I 3
Jol I C.O.
3 ' yI!N11 ,fll i�. IP, g.I•
4 —
Ceiling: Flat Ceiling or Scissor Truss 108 30.0 0.0 0.035 0.026 4 3 4.1
SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SOYSTEM IST FLOOR: Wood Frame, 16" o.c. 168 20.0 0.0 0.059 0.060 7 8
TRAP HOUSE Door 2: Glass Door (over 50% glazing)
SHGC: 0.26 42 0.300 0.320 13 13
CD
2ND FLOOR: Wood Frame, 16" o.c. 142 20.0 0.0 0.059 0.060 8 8 N
PLUMBING SCHEMATIC W
Window: Wood Frame o
SCALE: NOT TO SCALE SHGC: 0.31 7 0.300 0.320 2 2 ON
x Ln
Window 1: Wood Frame
SHGC: 0.34 4 0.270 0.320 1 1 Q.
xo
Floor: All-Wood Joist/Truss 108 21.0 0.0 0.044 0.047 5 5 .a x
p CU
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 0 n'
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 11:� z
Ln U °J
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2• r in
y
00
® ® o ® _ ® ® o ® �2 Name - Title g Date N 12 o W
• , Signature
FASTENER TYPE: SPACING:
N..8 WOOPSCREW
BASED ANCHOR WITH 16.OC
Nin,10EMBEDMENT LENGTH I
• e ffV'
No.ED ANCHORCWITH �(
BASED ANCHOR WITH 16'OC
tin.EMBEDMENT LENGTH v
1/4,n.do.LAGSCREW O
BASED ANCHOR WITH 16.01
21n.EMBEDMENT LENGTH V J
® ® 3/4'APAPLY/OOD Project Title: FERNANDEZ HOUSE Report date: 10/26/21
1/2'RA APA RATED SHEATHING, SHEATHING
GRADE Data filename: l�
(aLTERNATIVNE:7/!6'0.5.8.) • •
® ® Pagel of 1 N
1/2•APA RATED SHEATHING
GRADE PLYWOOD
(ALTERNATIW E.7/16.0.5 B.) Y
owl 904
FASTENER TYPE- SPACING' 2X4 DFa2
No.a WOODSCREW STUDS-
RAS D
TUDSBASED ANCHOR WITH 10.OC ® ® V
WINDOW 9LL tin.EMBEDMENT LENGTH !�
TYPICAL WINDOW OPENING NP.10 w00 OR
e ee e
RAS ANDHOR WITH 12•OC
PANEL SPAN EQUAL OR SMALLER z�n.EMBEDMErvT LENGTH
THAN 4 FEET 1/41n.di.LAGSCREW
RAS m ANCHOR WITH 16.OC
bn.EMBEDMENT LENGTH
TYPICAL DOOR OPENING
LTIPLEPLYWOODASSEMBLIES FASTENER TYPE: SPACING'
PANEL SPAN GREATER THAN 4 FEET MU2-zx4 DFa2 STUDS CONNECTED
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No 8 WOOD-SCREW
THAN 6 FEET
OR GALV NIZED BOLTS W/WASHERS BASED ANCHOR WITH 8.OC
AND NUTS QP 2'-0"O.0 2,n.EMBEDMENT LENGTH
No.10 WOOD-SCREWS
TYPICAL BASED ANCHOR WITH 9"OC
MULTIPLE OPENINGS 2m EMBEDMENT LENGTH, A I.. �.•,•, w
PANEL SPAN GREATER THAN 6 FEET
AND EQUAL OR SMALLER 1/4h ma.LAGSCREVW
BASm ANCHOR WITH 16"OC /My �tl....
THAN B FEET 21n.EMBEDMENT IFNGIH z.A�L„ �i
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ��
, :
AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING A„ r' a4' DRAWN:
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ,b !!t }j / SCALE:
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 f1 i JOB#:
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 1 ;P
a' t
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. 11/3/2021�! .5 •��,�` SHEET NUMBER:
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ,`
r
A-
9
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.
KING STUDS
\
ENDWALL RAFTER
WALL STUD
CRIPPLE STUD BOTTOM PLATE
0
RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION Nu
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION PROOF
ATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USE 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" 20ga. STRAP APPLY TO EACH JACK STUD LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
METAL STRAP ` LOCATED BY CONTRACTOR �Tl
CRICKET AT TOP-SIDE OF �+�•�
VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
VENTILATION WOOD JOIST O FFF444
SIDEWALL FLASHING
FOUNDATION ' TOP PLATE BLOCKING `,-
2x4 LEDGER BLOCKING
FINISH WALL AND MOISTURE O
STAPPING TO BE ATTACHED TO WALL STUDS C48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U W
/ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA rTl Z
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ^ �r
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER ^
INSTALL 4'0" O.C. �.' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT f-1
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH VATH MESH ONTIN. SOFFIT/ EXT. PLYWOOD a
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. Z W O
FLASHING TO FORM CHANNEL H M
INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE r•4
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO 000
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCFOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND —
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS O
16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCFOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL w
ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME
\/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
CD
WOOD JOIST
CA
TOP PLATE m (uO
GIRDER/HEADER v
SIDE WALL FLASHING O m +�-•
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST pp C7, C7 O
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D RAFTERS PROVIDE HEMMED EDGES SO X Ocd
AS TO FORM DRAINAGE CHANNELS AND w @ m
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLIC4TION PRE-MANUFACTURED �
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 4J 00 �'. \
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE O r-
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. ��INSTALL 4'0" O.C. RAFTER -0 PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2' HIGHER THAN LVL HEADERS �i H ¢
CONFORM TO SLOPE O
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS �" Z m i
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 'cM u
Lr7 U a
(7\ m Cn
DBL. SILL PLATE It C
TERMITE SHIELD I SUBFLOOR N w G N
SILL GASKET WOOD JOISTS W
♦ ' NEOPRENE
TYP. CONC. FOUNDATION CONC. SLAB GASKET f 2x6 /2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR n 6 MIL. POLY V� I BOLTED TO STEEL BEAM WITH
V GRANULAR FILL , , ,
6MIL POLY ON EXTERIOR \•p a 1/2 " DIA. BOLTS ® 48" o.c. STAG.
• V STEEL COLUMN
D % • C I • C o ° ° ROOF JACK
♦ CONC. SLAB D r.• STEEL BEAM W
�•° A ).D ANCHOR (INC EMBEDMENT: .
D V t COEEL
MPACT FILL °o r B�OCKDWAIL:
CRETE:15" I TOPxAND BOTBTOMTPLATE d
ROOFING LAPS V
V • • d • D '• FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
KEYWAY FOOTING ' ° �' LI•D c. D L'- CONC. FTG. •p �I'p G e' SIDES AND TOP
USE WITH 3x3 SQUARE WASHERS ,` 1/2" GROUT O
• > > ;O ANCHOR BOLT CONNECTION (USP LBPSiB OR BP583)W4, r �
T I f 3" STEEL COLUMN
p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT 10 KIPS
DRAIN TILE p • ( )
SUPPORTING MAXMUM SPACING FLASHING LAPS �y
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM oC!
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC N
TYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING d �j
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
1 r—SUBFLOOR (,
CONC. SLAB I DOOR FRAME v
6X6 10/10 WWM GARAGE O_JOIST W
COMPACT FILL ' DOOR
I USE 2X8
STEEL BEAM
FOR BLOCKOUT
4" SLAB
P.T. PLATE W/ 6X6 WMM n I SLOPE
4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
' 1/2" AIR S�E < 1 • ° .7 112r :.- (WITH A NAILING PLATE IF NEEDED)
' '•�'� AT END AND �• ." - ' ° -• •' • TO BE APROX. 1/2" OR HIGHER THAN
MES L•'D
WOOD , • STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE • n .'"__Q___"""�'"'""' &' = BEAMS F s0 o* °O • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
a d d ;•'gyp . C �. ..
'D .C'D
A. 6X6 W.W.M. •� - - - �•- - �• ° T� I e O D _
12" o 'C o C •A e a e/�•, ���NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p D O e L I r—SUB FLOOR
MIN. a .v �• s C•D A'D '°
•t _ NOTCH EQUALS 1/4 DEPTH OF BEAM ' o • e°
d REINFORCING BAR .
.O e REINFORCING BAR e . •• d �.• e ' — �y,' r
DRAIN TILE li ► SHEET METAL / 30# FELT UNDER BE4M AT POINT �• � �
I \' �` r .., .'c
•° :• • �.. y
12 OF CONTACT WITH CONCRETE OR CQJC. BLOCK LLII Oi• r m r(•' °y ♦je
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH 2 4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS °. SHIMS TO LEVEL BEAM SCALE:
( ) b �
REINFORCE FOOTING WITH (2) 4 REINFORCING BARS. , 4; P L JOB#:
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT
11/3/2021
BEAM POCKET atk' r; 1;h \, i� I �f
` � � SHEET NUMBER:
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION Wy. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
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
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 UNIFORM CODE TOE-NAIL ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PERTABLE 3.7 EACH FACE
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 LIVE LOAD(PSF) S(N DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS(ST STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180
CEILING JOIST LAPS AS PERTABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 ENO FINISHED CEILING)
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND INTERIOR WALLS AND PARTITIONS H/180
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 3o INTERIOR(LIGHT FRAME)WOOD WALLS to
ATTICS WITH FIXED STAIRS
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 PERTABLE 3.4 EACH FACE 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 WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 8o 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 assembly with uplift connectors in BLOCKING 2-SdCOMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) 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. GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: RIM BOARD 2-16d COMMON EACH END PASSANGER VEHICLES 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.200016s (PLASTER,STUCCO) H/360
TO RAFTER END NAIL EXTERIOR WALLS(BRITTLE FINISHES) H/240
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) I/600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING
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 PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
P P P P g P P g TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 LOAD 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
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
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6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
STUD O.C. NAIL
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE 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 -] 09
HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION I-E-•1 F- 0
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 �L(
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O W
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD ^
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING W
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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 FLOOD
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2).All footings to rest on undisturbed(virgin)soil. Allowable sidewal►lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS � W O
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
2.4.4.2 and 2.2.4
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE respectively. QTY, SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE x+
TO HEAVY MODERATE - oho
concrete or masonry walls occuring in exterior or unheated interior areas. 4-8d COMMON
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL -I
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: o
4).Any new concrete walls being attached .c existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 BLOCKING EACH TOE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
poured on 4 inch thick sand or gravel fill with 6x6 wire meeshsh reinforcing. Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: T
5).Unless otherwise noted,all slabs on grade to be 3000 Concrete be TO JOIST 2.8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C.. . 8d COMMON @ 6"O.C. SEE NOTES:1,3
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to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS)
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
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
6).Crawl spaces provided with r 150 sq. ominimum ft..of area.x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMON PER TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL � r
polyethylene pp g P THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q)
N.Y.S.Residential Construction Code.A 6 mil film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMONM �, � O
TO JOIST JOIST NAILp , ro m a) U
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 011
8).Drainage as required b current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. X
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Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 rn 011 m O a
FRAMINGNOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. F EAT 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Q
For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL � y+ rz 5
Edition Wood FramingConstruction Manual. 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION W t
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For U Ln v
g 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. 00
2 .Unless otherwise noted,all framing and structural wood material to be#2+BTR. VtFCM-SBC
Douglas Fir. WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
4).Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE M U n
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL C J t-
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION SEE NOTES:1,3 BOTH FIELDS
g g QTY, SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ( ) �' °� �
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD N au v
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR. Doug.Fir. 5d COOLERS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. SEE NOTE:3 C W
6).Concrete piers shall be a minimum 6"above grade.
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES
openings. Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7 •All joists to be supported
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire ) j PPorted with hangers and anchors.Each Joist shall also be anchored NAIL NAIL
to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9
PANELS
5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8d COMMON WFCM-SBC 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall W
PLUMBING NOTES
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anchors where applicable to all connecting joists. be used. [�
7/16"OSB 3"O.C.EDGE QI
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 6d COMMON0-4s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with fJ
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches D.C.
on plans. 5d COOLERS
P WALLBOARD 10"O.C. FIELD (n
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. r 3). For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. U0
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 o�
8). Dormers running up 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 JOINT DESCRIPTION •y
y QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEEfROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. N
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 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
STRUCTURAL PANE 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 I"OR LESS Sd COM)�10 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) d
9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF
NYS Residential Code provided
1- cut off
REQUIRED P"'_•'�
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking 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 requirements. 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. y ` IJ
2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTE;ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. (n
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 of 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.
Contractor and owner for final review and approval. is nailed 3"on-center at the panel elge 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, 5
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing uiremerrs for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. F+
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: p g re q REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces /
such as shear plates,shall be Used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1).All electrical t0 be installed a5 per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
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.members,the tabulated number of mils shall be permitted �
to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as requirea 1.^•^^ . v r
to be reduced toll-16d nail per foot INCLUDINGSUBFLOOR,IS COMPLETE.
3).All electrical work to comply with 2014 NEC.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or ,>,�i�
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 °j�t'+� C
torch down type material over. and R315 of IRC. Al fit'` R �`
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16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G � .1: ,0 ��,� SCALE:
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP �}": , JOB#:
AND BASES.USE WITH FLASHING CAPS TO
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