HomeMy WebLinkAbout49635-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
' SOUTHOLD, NY
010
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#: 49635 Date: 9/1/2023
Permission is hereby granted to:
Morales, Carl
36 Locust Ave
East Norwich NY 11732
To: demolish existing accessory garage and to construct additions and alterations to
existing single-family dwelling as applied for.
At premises located at:
1545 Old Shipyard Ln Southold
SCTM #473889
Sec/Block/Lot# 64.-5-29
Pursuant to application dated 6/30/2023 and approved by the Building Inspector.
To expire on 3/2/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $664.80
CO-ADDITION TO DWELLING $50.00
DEMOLITION $226.00
Total: $940.80
Buildin ector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 I11taS:/ kv �^. outl "1 '�� � 0V
Date Received
APPLICATION FOR BUILDING PERMIT
It ' d
For Office Use Only
PERMIT NO.AD_�� Building Inspector; J UU 1� 3 0 2023
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an i . µ fh
Owner's Authorization form(Page 2)shall be completed.
Date»
OWNERS) OF OPER
Name: C;
SCTM# 1000-
yM
;Project Address: ��
Phone#: �"��� Email:
Mailing Address:
CONTACT PERSON:
Name: J
Mailing Address: P0 p � .
tr �-
Phone#: � � Email: � �. �� "� �'`�
DESIGN PROFESSIONAL INFORMATION:
M1
Name:
Mailing Address:
4W
Phone#: Email: I- C-"14 Mr61100.
CONTRACTOR INFORMATION:
Name: -
Mailing Address. PO VK I � p4 : ' i
4
I "' Email» A� as e cv
Phone#
DESCRIPTION O PROPOSED CONSTRUCTION
❑New StructureO
edition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project,
❑Other
$ �
Will the lot be re-graded? ❑Yes iD Will excess fill be removed from premises? ❑Y '
1
PROPERTY INFORMATION -
Existing use of property: Intended use of pro r
4 Ifi
p y ric=VS
res eC to
Zone or use district in which remises Is situated: Are there an coven and rest
this property? ❑Yes ra I , V! �A COPY,
❑ Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage an t (j8 l*� ed'by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Bail C r 'tiftAag Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,fqre construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law..
Application Submitted By(print name): ❑Authorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF
being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
c>,--o-\ e-f residing at -3 b ��cv s� AV c- 6–. o f w►L�
/ e-7 73-2- do hereby authorize �_�- `r �� ( �--�`� to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
e/1 �3
Owner's Signature Date
Co.r1 V'Y�o-row. e"3�
Print Owner's Name
2
N. J. MAZZAFE O P.E.
PO Box 57, Greenport,N.Y. 11944
Phone - 516-457-5596
Consulting Engineer
June 28, 2023 Design. Cqnstryetinn, In ee tin
Page 1 of 1
Town of Southold-Building Department
53095 Main Road
Southold NY 11971
Re: 1545 Old Shipyard Lane
Southold,N.Y. 11971
District-1000 Section-64 Block-5 Lot-29
Building Permit Application for Alterations
Inspection—Existing Septic System
On June 27, 2023, I inspected the existing septic system at the noted location. The
inspection covered the location and size of the septic system components.
The inspection results are:
—The System includes a precast concrete septic box (I 100 gallon) and two precast
concrete leaching pools. Each pool has precast one ring (8'diameter x 6'-0"deep) and a
concrete cover. System is performing as designed.
- The System size conforms to the SCDOH requirements for a(0 to 4) bedroom house as
of the date of installation and approval. The size of the System components is based upon
SCDOH Standards.
Result—Based upon inspection of this site and to the best of my knowledge, belief and
professional judgment, the Septic System, when installed, complied with the SCDOH
Requirements for a four (4)bedroom house.
` I
Nicholas J. Mazzaferro, P.E.
�3,5)
Lot na
GRAPHIC SCALE " .r
IjFndC..
20 0 W 20 40 80
S 51'28'40" E 156.71' 1
Wire Fnn 0.8'Na—� Ror d Meld Fmp Pods t'+/—Narth
— 0.LF. AUG 1 Fn&CL ( 3 2023Q w 1N FCF j10' 1" aete. 1 Inch = 20 ftar _ __________ 95'-8Cd
Proposed Additions ,1, TgSFTo ai And Covered Deck rL
w.�41 to EX ISTINGSTRUGNRE \` jj��¢¢yy,AVM Bf. •0A y'b W ' WCd sw Existing Garage To > %tf®�. j t sty. Be Demolished Pro ed e o(No Existing Electric) p 3 ~
•riLO N
j 31 8 1/2" ;'; PoUo age o
M 0 _ _----_----- G N c o _ �•
M -- - j " •��• L Eco ,� -- --- m. +
Z Fr. 28 Car I✓to : �B I tu
0 r Garage -- — Fnd.CM Z Z
Aph.01W
Fnd.. 7-2 11/16 aLF. a•C'rE' Ln
,.,... O N
4an Pips � Wo-.Fnc. a'+/-na �4 � p-
P'°a N in
• PYC ine,• • • • PVC Fno. • • PVC Fne LOl N N Ln
o ,•rsc N 51.28'40" W 152.47' 0. Fn_ II O
0
O Lot 116 Lot 117in
p/o
Lot 117 L
Lot 115 as shown on map of z o
"Founders Estates" ID
Hobart Road
a
Certified'To: Filed May 10, 1927 as Map No. 834 3
Carl Morales situate
Veronica Morales Hamlet and Town of Southold,
Fidelity National Title Insurance Company ryv:.tip, ,c� - Suffolk County,
(7404-9987) E�aJ .`F�° New YorkLIN
THE EXISTENCE OF WETLANDS, RIGHTS-OF-WAY, AND/OR SUFFOLK COUNTY TAX MAP ,ii F 2ti. SURVEYED NOVEMBER 16, 2020 BY:
EASEMENTS, IF ANY NOT SHOWN, ARE NOT GUARANTEED. 1000-064-05-29 :�l • r PAUL W. WERLER, L.S. NYS LIC 049875 , to
Y* _1. � 126 UNION AVENUE •rY O Q o
z
ZONING
CENTER MORICHES, NY 11934 �r O
- DATUM - u a�` (631) 878-2847 N o
LOT AREA - 11,594 S.F. OR 0.27 ACRES JOB # 2020127 FAX (631) 874-4164 N O #
pwerler0lieleveerts.comLIN
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}Ta_,A,. F_ TA 4, s
�i*��, rte' _ ,� ' t •�, s .., �� ;pN NEW
EPA _ $y¢ ;t �} ' ;� - A LOT 51ZE: 11,594 5Q FT
f '
`' .-�' � , A �� '' '`7�`� •"' � _ � � EXISTING HOUSE : 1,155 5Q FT o
at. PROPOSEDDDITIDN: 775 50 FT °
` Fp 05109
AR�FESSIO�P% PROPOSED GARAGE: 425 50 FT
TOTAL COVERAGE: 2,355 5Q FT
�'r 11�,,,,,��,� 1I��•iii` - � ---- DATE:
II��lillliall fL.
PROPOSED LOT USAGE: 20% g/31/2023
Note: Existing garage to be SCALE:
demolished and removed.
Concrete Patio to be demolished SHEET:
and removed. P-1
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O
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10' LLI 10' Ls
w
a }
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in
PROPOSED ADDITION - EAST ELEVATION
Q3
Ln
M
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z o
En
O
T—+
25' c w
Q')
17' . ... . . . . .m. . . .
�} o
10' 10' wsQ
zo
U) Tt
� OF Fly 2
L
70
(:
PROP05ED ADDITION - WEST ELEVATION
s
05��9y �
ARoFFSSiO�P�� °G5
m
0
wF
� N
> Z
� 7e
2
3
0
®® 10' 13' 10' 8/30/2023
10' 000 10'
000 p000 p000 SCALE:
20' 10'
SHEET:
PROP05ED ADDITION & GARAGE - EAST ELEVATION PROPOSED ADDITION - EAST ELEVATION P-2
1
1
1
1
1 ,
1 ,
1 BEDROOM 1
° 14'-11'X 11•A-
1
1
BATH 1 i 1L
..-0 x 6 s L---------------
BEDROOM 2 1 O
1
DINING 13-0 x4-3 1 Q
13•-FX9'-T PORGH HALi
PORGH I I T-61 X 13'-8• j 12•-1'X 6'-4' 1
T,8•X 13'-8" 1 1 �/
1 1
1 O Z
-- TKITCHEN uP 52 ; 82 ; O
I u� tr-s•x13'-10• I e 1 GOVEREDDEGK 1
52 11 13•-4 X 47-5• 1
° BATH 2 i LL
- I I l i 5'-2'x 5'-0• 1
DINING ------ 1
o
tt a x1t'-i BEDROOM3 f J q-
LIVING
LIVING
T�•x4<• LIVING OFFICE 15•-o•x1z�• ; t3•-0•xta�• -- +
1
, 1l-1
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EXI5TING SECOND FLOORv r
° LAUNDW L NO CHANGES x
o
POMERRM 1 11-rxb-lo z
3•_7•Xb•_tp• 1
1 O
1 �
1
1
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E-tSy H— ; Proposed fddifim
1
EXISTING FIR5T FLOOR PROPOSED FIRST FLOOR
Z O
A OFNEIV
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tn
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� -- -- ---; I ttl rtIQn (t/
I 1 1 O - 057
NEVI i OFESSION�`�ti
EXISTING. ;
iu
00 m
Is—
------------
I I I
1 I I 8/30/2023
, I 1
EXISTING ROOF PLANES '
t I SCALE:
I I r-------J
I I 1
I I I
I I 1
1 I 1 PROPOSED ROOF PLANES SHEET:
I I
I I
P—
O FOUNDATION NOTES:
I -- -----------,
I I I SLOPE CRAWL SPACE TO DRAIN.MAXIMUM SLOPE IS 2 HORIZ-,1
5 16'-O 1/4" I I VERT.BETWEEN FOOTINGS AT DIFFERENT ELEVATIONS.
-------------------- -� I I I b'4" Existing Foundation ALL FOOTINGS TO REST ON CLEAN,FIRM UNDISTURBED SOIL.
— d, 1 1 10'-9"
New I STEP FOOTINGS A REQUIRED TO MAINTAIN REQUIRED DEPTH
BELOW FINISH GRADES.
I I 5 I I 0
CONCRETE STRENGTH, �
I - -------- -- 3,000 PSI AT 28 DAYS FOR ALL SLABS_(FOUNDATION DESIGN
New Foundation BASED ON 2,500 PSI). j]
j l 3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. 7-
b-
b-4" MAXIMUM SLUMP,4"
USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS O
12'-5 1/2"-� O New Deck Footing UNLESS NOTED OTHERWISE
Existing 1
CONCRETE EXPASION ANCHORS SHALL BE'SIMPSON WEDGE-ALL
I STUD ANCHORS'OR ENGINEER APPROVED EQUAL. EPDXY TO BE
1 1 12-10 1/2" SIMPSON"SET"ADHESIVE OR APPROVED EQUAL.
til `-
I INFILTRATION,ALL OPENINGS IN THE EXT.BLDG.ENVELOPE SHALL Z
NOTE: 1/2"dia DOWEL GONNEGTION BE SEALED AGAINST AIR INFILTRATION.THE FOLLOWING AREAS
1 MUST BE SEALED. oto
--- ------ -- 1 aQ 2'O.G.WHERE EXI5TING AND N r
I s I I NEW FOUNDATION5 INTER5EGT 'JOINTS AROUND WINDOW AND DOOR FRAMES
I I I I 'JOINTS BETWEEN WALL CAVITY AND WINDOW/DR.FME.
NewI I 41'-q" (NP) 'JOINTS BETWEEN WALL AND FOUNDATION
'JOINTS BETWEEN WALL AND ROOF
come
--------------------- -� T b'4" `JOINTS BETWEEN WALL PANELS v x
I 20'_1 9/16" I I 'UTILITY PENETRATIONS THROUGH EXTERIOR WALLS Z
I I I I
I I I I p
I I i 20'-9 9/16"
I I I I
I 15-111/4" 1
I I 8'4" � � rN
I I
--------- ---
I I I I �— — 72
1I I I I
I I I I I I s ZCA
o
IL---------------�
51'-11 5/16" I I o
L------------- J I 1 la p
o Ln
1zo'-i 1' 1 Ln `n N
I I
_ 2x6 TREATED PLATE
SILL SEAL 8 TERMITE SHIELD T
518'd'a CAST-IN-PLACE ANCHOR BOLT II'. 8'DEEP MINIMUM
1=III=III=III�III � ` ,
III—III—III—III—I ; IIh,
5!8'dia CAST-IN-PLACE —
ANCHOR BOLT E
III—I I—I —I 1=I ;I =� 11=� 20'-8118"
8'DEEP MINIMUM - r
I I 1=!11=1 11=1 11=1 � " •I 11=! - � �=! I I a
ICQS7PACTED SOdL I 8-CONCRETE FOUNDATION WALL All III
—1 —II
III =_I I m m
1- AS REG El I I— BELOW
III. MIN.36' ------ J DO p0
PSI COMPACTION I I .O.C.Horizontal pq REBAR GARAGE DOOR ———————— p N
— 1— =I GRADE o
24 2
1—I 1—I I—III—III 24"O.C.Vertical 14'Dia CONCRETE PIER n >i
I—III—III—III—I I �I
TOMIN.48'BOTTOM I—III=III=III=III III 111 [III O N
OF FOOTING I I I—I I 1=1 I 1-1 I I—I FILTERING MATERIAL FABRIC ' 4'CONCRETE SLAB Slopes Down at 1/ r 12'�c
I—I I I—I I I—I I I—I I WRAPPED AROUND DRAIN GRAVEL _ i• 3
I I-1 —I I—I I—I II I q
—III= I II I I—III COARSE GRAVEL SURROUND FILL COMPACTED SOIL III - I "�Dorm REINFORCING A I �Q
4'FLEXIBLE HDPE DRAINAGE SYSTEM III_ I C'
III=III—III=III- e 9�
. 1=1 I 1=1 I 1—I III ^ 1'EXPANSION JOINT ° • .� � ��
4-CONCRETE SLAB W1 WM I(I—_
III=I " �4-GRAVEL BASE UNDISTURBED SOIL _=I — I—I — — — - 4 6 8/30/2023
I—III � � o u I =1I I =— _
III— u u o — III=— COMPACTED SOIL III=III—III— _ I_]I_
u u TURN-DOWN SLAB —�
" I—I�I—III—�
_ _ II=III=III III=III—III= Sal
8X16 CONCRETE FOOTING
-11 I-11 11 I 11=I 11=I 11=1 I
=1 1 I I Mo
057
94 REBAR,2 ROWS -
-r� OFESSI OIA
Foundation 1Nall Detail - Not To Scale Typical Deck Footing - Not To Scale Garage 51ab Detail - Not To Scale SHEET:
P-4
ROOF �i 4-THRU ROOF 4'THRU ROOF
--- -----------
11/2 f
%%UBATH
%%UKITCHEN
11'-9"
±-10'-3" '7'-5" 11/2V 11/2 11/2 V 11/2V z
D10'-8"
LAV
F,D.W. 12_ R
1-1/2. SHW
CO4 Ck
IST FLOOR 2" 2-1 2-1 Z Z
B B
F1 037 3-
3 110 m _ ------- C.D.TO APPROVED SANITARY
4- T;
1•_•31 2 DISPOSAL SYSTEM BATH A
L CA LL- II-
rc
0 0
13,-9" RISER DIAGRAM
I I ISCALEb 1:11 LJIAUIIAIVI
Ff o_1 I
C. TS
42-1 qf1 b' Lu
-13/4' Ffil I
1 7t 105 Z
T -e
115-0 1/2" Ln
In
M
5-4- sa-
1p� CL:
M Q3
PROP05ED GARAGE — 5CALE 3132"
C.
Trn
-
20'-b 1/2" x
z
(3
NOTE: ALL HEADER5 2C-1 In
.4-
----- -------- -- IZ)
;@v\ 3"4". TO BE DOUBLE 2X12 0.
OU I 108 T__ UNLE55 OTHE"15E T + ------GO_T4--10" NOTED ON FLAN5. SOG1 l1oq ry0Mq Q) m ;z8- 1/2":20'-1'L4�Tl271!1'10
PROP05ED FIRST FLOOR — 5CALE 3/32" at
'0 0 5-77 m
I x
-------—-------
I! it
S101A
WINDOW SCHEDULE
Ile
DOOR SCHEDULE
I.D.1 MODEL UNIT SIZE GRILL TYPES NOTES
I.D. OPERATION UNITSIZE(WxH) TYPE NOTES
A !i DOUBLE HUNG 2'-8"x 4-4" TRUE DIVIDED_2/1 400 ANDERSON LOW-E3
1001 IN-SWING SOLID CORE FLUSH SLAB --I--
S - 'x4' TRUE DIVIDED-2/1 400 ANDERSON LOW-E3
i 6--
POCKET E-r-DO 0 R 1 2'-6"x 6�-S-' l SOLID CORE FLUSH LAB DOUBLE HUNG 2-8 -4"
02
1 2'-6"x 6'-S" SOLID CORE FLUSH SLAB TRUE DIVIDED
S03i IN-SWING C DOUBLE 2!-S"x 4-4" 2/1 400 ANDERSON LOW-E3
FULL-VIEW
400 ANDERSON LOW-0
L
OUT-SWING 7-6X V-8" D DOUBLE HUNG 2-8"X4-4 TRUE DIVIDED-2/1 400 ANDERSON LOw-E3
400 ANDERSON LOW-E3 2�
OUT-SWING 2'-6"x 6'-S" TRUE DIV
E DOUBLE HUNG -8-X W4T IDED-2/1 1 400 ANDERSON LOW-E3 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS i o5
Ij
iI0051 FULL-VIEW GLASS
,1006� 2-6"x 6'-8" FLUSH SLAB DOUBLE HUNG 0 IN LOW-E3
IN-SWING F 2'-8"x 4'-4" TRUE DIVIDED-2/1
DOL TRUE DIVIDED-2/1 1 400 ANDERSON LOW-E3 I SH NAIL SPACING AT INTERMEDIATE
NAILSPACINGAT
SOLID CORE DOUBLE HUNG 2-8"x 4'-4" 40 ANDERSON _------_-
EATHING LOCATION SUPPORTS IN THE PANEL FIELD
1007t BYPASS SLIDERS 1 6'-0"x 6-8" HOLLOW CORE FLUSH SLAB PANEL EDGES
4-PERIMETER
-01. ------ H DOUBLE HUNG 2'-8"x 4'-4" TRUE DIVIDED-2/1 400 ANDERSON LOW-E3
iO081 BYPASS SLIDERS 6 x 6'-8" TRUE DIVIDED-2/1 FLUSH SLAB 8d COMMON @ 6"D.C. 8dCOMMON @611O.C.
-7 __ _ . _EDGE ZO
iOO9. ___2 TRUEDIVIDED-2/1 400 ANDERSON LOW-E3 NE
-r DOOR I J AWNING :2TT27
POCKET Z-6"X 6'-8" TRUE DIVIDED- I FLUSH SLAB
INTERIOR ZONE 8dCOMMON@6-0.C. i Ed COMM >
L ON Ill 12"OAC
X-13"X 6-8" TRUE FLUSH SLAB J CASEMENT XX 2' TRUE DIVIDED-2/1 400 ANDERSON LOW-E3
_610 F IN-SWING 0
G 2' 400 ANDERSON LOW-E3 GABLE ENDVVALLRARE�* SO COMMON @4"O.C. SIC COMMON��)4"0 43 1,
OUT-SWING X-6"X 6-8" TRUE DIVIDED-2/1 1.HOUR FIRE RATED AND RAKE TRUSS
_011j K DOUBLE HUN -8"x 4�4' TRUE DIVIDED-2
L DOUBLE HUNG 2-8"x44'- " TRUE DIVIDED-2/1 400 ANDERSON LOW-E3
77 FINISH SCHEDULE i-M DOUBLEHUNG 2-8"x 4'-4" TRUE DIVIDED-2/1 WALL SHEATHING REQUIREMENTS FOR WIND LOADS it1
j_4O.ANDEIi!�NL.W--
IN HUNG
RM WALL/CEILING Im L2 400 ANDERSON LOW-E3
x 4'-4" 1 TRUEDIVIDED-2/1
-.-----FLOORING - - i I' LOCATION AT INTERMEDIATE
TR INT L_R_0_�_BLE --i l NAIL SPACING AT NAIL SPACING
400 ANDERSON LOW-123 I
GWB 1 WOOD BASE/CASING 0 2/ INT PANEL FILL. 11
1011 1 1 X-8-x 4'-4" 1 _1__; ___L NEL EDGES L
k DOUBLE HUNG ___TRU_E_D1V1DED� - -S-UPPORTS
BASE CASING t Sd COMMON @ 12"D.C.
BA DOUBLE HUNG 2--8"x 4'-0" 1 400 ANDERSON LOW-E3
102 GW6_ 4'EDGEZONE t 8dCOMMON@6"O.C.
-WOOD---,-. -P 1-29, 1 TRUE DIVID�D-
�I DATE:
11031 GWB WOOD I BASE/CASING Q DOUBLE HUNG 2'-S"x 4'-0" TRUE DIVIDED-2/1 j 400 ANDERSON LOW-0 r
INTERIOR ZONE 8d COMMON @ e' Ed COMMON @ 12"O.C.
IF104i-
.04 GWB TILE BASE/CASING
51
i EI GWWOOD BASE/CASING
11
GWEI 1 WOOD BASE/CASING
lio ......
TILE -BASE/CASING CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
AS
TILE BASE/CASING
-
108 -- -
Ii B GROUND; WIND SEISMIC FROST WINDER
1.09, GWB ESHIELD
TILE BASE/CASING NOTE NOW SPEED DESIGN WEATHERING LINE TERMITE DECAY D GN ERLA NT
HAZARDS FOOD
UNIT SIZES ARE FINISHED OPENING SIZES.CONTRACTOR TO VERIFY WINDOW JAMB DIMENSIONS
'ALL' P PTH ED
I WOOD BASE/CASING I L A� (M H) TE I
R CA-TEGORY 6 E EMF. LnR,'IR
11L9 I __GT�_ WITH OUGHOPENINGS,
-AILGLA GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. 20 PSF 130 B SEVERE 3 Fr.
III GW8 WOOD BASE/CASING Z mooenare 11* NONE
-EGRESS OPENING MIN.5.7 SQ FT-MAX 44"SILL-AFF oo—,
------------- --------------------------.........--------- —--------------------------------
�- VENTED AIRSPACE
R-411 At Roofs(T T)
_�- RAFTER
INSULATION BAFFLE
_ FINISH ROOFlNG--1 '' ",;"•;",f
l'.
ROOF RAFTER DOUBLE TOP PLATE
ROOFING MEMBRANE-
FLASHING
+ WALL BOARD
5"GUTTER ,FASCIA INSULATION- INSULATION
tu
SOFFIT VENT W/SCREEN /17
FINISH SIDING / - 3-
v z
Existing SHEATHING� __ !1] Z
Typical Eve Detail - Not To 5cale
New o z
jjRIM
OOF POST *^- O in
in
OPENDECKING rr
Q n
4-- N in
IN
DEac sKIRT _ 2 X 8 EXTERIOR WALLNewI)£CK JOIST- -" JOIST
1`"'-�- W BEVEL LAP SIDING y r In
Existing [_
T 1� 2X1O ACO GIRDER — R-21 At Walls(TYP) Z O
En<
SIMPSON BASE SHEATHING
East Gross Section - 3/32" 5cale j
4--�- ANCHOR BOLT WAL BOARD r-- EWRAP
CONCRETE PIER- - ,�� O N�9
Typical Deck Detail - Not To ScaleX
A
L Q
FINISH SIDING .,`.. 11! t' -� O_
&SHEATHING2�� vet A` J' N ID SO
WALL STRUCTURE�� -"2X RIM JOIST F
0
OPEN DECKING
05'7131P in O
OPE,J.�i`io"AN
W41"T&GSLMIFLOOR
(2)1 3/4"X 7 1/4"LVL --� - _
7X6 OF 2X10 DF w/3/8"FLITGH PLATE F 1 1i'LAG BOLT
2x8 SILL BOTTOM PLATE
Existing TJI FLOOR JOISTS ,/ DECK
IIIr, -JOIST RIAS�ISi
t —JOIST HANGER TJI DOOR JOISTS
R-30 At Floors(TYP)
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• R-30 At Foundation Walls New New DATE:
(Method To Be Determined) 8/30/2023
Existing Note: All existing exterior walls, roofs, and ceilings exposed during
construction to be insulated per code -2020 NY5/IEGG 201 b, Section SCALE:
503 Alterations (100% of cavity to be filled)
South Gross 5ection - 3/32" Scale 117/8 I-Joist SHEET:
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1 01
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WOOD JOIST (p
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SUPPORTED WITH THE PROPER STEEL CONNECTOR.IF ABLE, FLASHING LAPS ROOFINGGONG EL
SETFIRJOISTSAPROk L/'HIGNERTHANLIL.EACBRSTO AT BOTTOM LOCATION USP NUMBER DESCRIPTION APPLICATION
PIER ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. I
IDIW"IIIIIR CONNECT To EACHRAFTDR
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STRAPPING TO BE ATTACHED TO WALL STUDS 48' 7-
OC AND ALL WINDOW/DOOR OPENING LACK STUDS PRE- KEEP SHEATHING
MANUFACTURED MIN.1-1/2'FROM DESCRIPTION AlPlI ION
FLOOR JOIST DEPTH F N...ER RIDGEVENTR [L
"Lo" PEAK TO ALLOW LOCATION USP NUMBER I DESCRIPTION
USP NUMBER DESCRIPTION APPLICATION 4'-8' I.STRAPI 3NSTALL4'O-OCANDLACH OVER RIDGE 4'-6" HILO �"AW"Il'A'NCILR COINECT11 EACH RAFTER
LOCATION
oCAT N LSTAS6 STUDS ON ALL OPENINGS Go To FREE
Z 7OPENoINJ 4'�20GA-STRAP APPLY TO EACH.. GF"RIOOF'To SLOPE 209.
1. LS�8 169..STRAP INSTAL 4-0-O.C.AND JAC
ALLOPENINGS1 M ORRT7 I TYDOWINANCHOR APPILYTOEAc CRIPPLE 6" "T"' '"`DO0W8'N`ANCH.F CONNECT 10 EACH'AFTER
FILE STUD STUDS ON ALL OPENINGS
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SELECTED AND LOCATED BY CONTRACTOR
FASTENERTYIE SPACING. i 11 I i
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EMBED RAFTERS N
NIENTLENGTH �6-D.C.
,:AINT111=1
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Noo LE55THAN1/150OFTHE ROOF VENTLATNON SOFFITED
lA. Ih�6 28 2 APPLY TOEACH R�N/LEDGEN
EAVEDETAL
ol 0 THESPACEVENTLATED.Au Yo I.S 6 189,.SLOPEHANGER
OPENINGS SHALL BE COVERED
L2'APA RATED SHEATHING 2,4 OF#2 STUDS I
GRADE-O D WITH CORROSION RESISINNIT — 1111.SLOPE"ANGER —1 To-11 RAFTER/LEDGER
(ALTERNATIVE 7/16-0.—) META MESH OPENINGS OF 114-
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GALVANIZED BOLTS
WIWASH SANDNUTS@ FLOGRJGISTDEPTH USPHUMBER DESCRIPTION APPLICATION DATE:
,.D.D.C.
4--8' LSTA24 11/4—'Gg.STRAP INSTALI.'0'0 C AND LACK
CATION PN A ON
STUDS N AL OPENINS
%%UWIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL LOROOF USLST lVTDUx2C4_R'ZOZ_ANSTRAl AllLlf=RRIDpT_T=0C.RAFTE, 8'-14' LB—D l-V4',3O'189,.STRAP INSIALO4-0-L0 C.ANDLACK
STUDSONALLOPENINGS 8/30/2023
ASPERSEC.1609.12,21315IB &NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) L.- LSOL36 1114-6-1891.STRAP INSTALL -G.C.ANDJACK
WUNDSORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITHA STUDS ONALLOPERINGS
MIN]UM THICKNESS OF 7/16-AND M-MUM PANEL SPAIN OF 8 FEET SHALL BE PERAINTED FOR OPENING PROTECTION IN ONE AND
TWO
STORY BUILDINGS PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER To
SECTION160914.1609.6.5ANDTABLE56O9.L4.OFN.YS.RESIDENnALCONS UnGNCODP.THISISNOTASUESnT=ONFGR
DESIGN PRESSURE ALL OPENINGS MUST HAVE DESIGN PRESSURE UPGRADES WHERE APPLICABLE ALL PANELS MUST BE CUT To SIZE
PND REAOU5EONANY NEW WINDOWS AND DOORS.SHURERSMUSTREMARAOMRWHATOPENINGITISTOCOVER.HARD=RE
MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
------------------- ------------- .......... —-------------—------- ---------------- -------
SHEEr:
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_GENERAL NOTES
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-- --
CONSTRUCTION NOTES
- - WIND FRAMING NOTESPL,4N CONTENTS w
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W_
1
L THEINFORMATON WRNNMISSETOF CONSIRUCTIONDOCUMENT515 RELATEDMBASICOFSIGN _.____..__-_-_-__...
' 1 RIDGE T0.RAFTEq ASSEMBLY.
' INTENTAND FRAMING DEFAIE THEYARE INIENOED ASACONSIRURON ALO.NOTASaSUBSTITUTE '• 1-y4'X20 GAUGE STRAP SHALL BE AITAHEDM EACH PAIROFAFTERSINACCORDANCEM :' ---------------------- ----------- --_._....._._..._..__--_-___.-___._.__.-.-_.._-......-_.-.-.._....._
FORGENERALLYACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK I TABLE 3.4.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 100 COMMON
NAIU REQUIRED IN EACH END OF ME COLLAR TIE NEED NOT EXCEEO ME RECOMMENDED ,I ,iOCCUPANCY CLASSI FICATION RESIDENTIAL 051 �, -
r NUMBEROFNAILSINTHESTRAP. :I Ar "�•�✓y
STRUCTIIURALLY 5000 ANDA WEATHER OOF COMPLETED PFESSI�ALLYFl SHED,STANDARD ;1 2. RATER-TO-WALLASEEMBLT: it ! -__.- .-.-.._--_.-f._...__-._.._.._._..__.._..._....._..._..__._......_______ _.___.-__._____.._-...__-_.-_..--__..._..--.._._. ._R
ii 2. ALLCONSTRUCTION TOCONFORM TOTHEDESIGN OFTHE20181RCAND 2017-NXS SUPPLEMENTS LATERALFRAMING AND SHEARWALLCONNERONS FOR RAFTER,CEILING ORWALLM TOP PLATE Ii i.opEs JI V�� "(
3. IRE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND COHEMUCTION i, SHALL BE IN ACCORDANCE M TABU 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH �,y� O
,{ MEETSCURREMFEDERCOU
AL,STATE, NTYANDLHALL
OCALCODES,ORDINANCESANDREGULATIONS,ETG r1 STUDS BELOW,RAFTERSORTRUSSESSBEATTACHEDTOMEWALLTOPPLATEANDTNE Ij !!BUILDING HEIGHT I ±18.751 ABOVE AVERAGE GRADE I ^3m-�.sG�
THESECODES ARE TO BE CONSIDERED AS PART OFTIIE SPECIFICATIONS FOR THIS BUILDING AND !I WALL TOP PLATE SHALL BE ATTACHED M ME WALL SND WITH UPLIFT CONNECTIONS.ROOF ;; ! II ILL
I, SH OUMBEADHEREDTOEVENIFINVARIANCEWITHTHEPLAN. H OVERHANGING THE RAKE SIDE OF ME BUILDING SHALL BE UMNECTE--UPLIFT !----------.-.-_._...__.....__...-_---___-_.-.1.___._.___.-._._-....-....___.____.-.__.-____.--..__..._..-...-_-._.__.--._.._...__..._..__._...._.____-._.I. 8(\Y
4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 331
! B TH E DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 11 3 -ASSEMBLY, j' Ii
RESPONSIBILITY FOR PLANS,NOR DES C CODE:2018 IRC 2020 NYS UNIFORM SUPPLEMENT
CONSTRUCTION MANS,METHORO ECHNIQUESTSEQUENCES,,OREPROCEDUflES.OR FORISAFETYFOfl CONNECTIONSN ACCORDANCE WITH TA8E033b.WHEN ALL STUDS ABOVE ADO NOT FALL IN LINE
LGN CRITERIA _____________._._...._......._.__._....._...__.__...._..__._.____... I
PpEPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK THERE AREND WARRANTIES FOR WIN STUDS BELOW,THE STUDS SHALL BE ATTACHED M A COMMON MEMBER IN THE FLOORIj--------------
---- --'-'--- '-'- "------"-----------'--------'------------ '- 7
II ASPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS ASSEMBLY VAN UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 33. 1 !
II RIOR OPENINGS.
T. H6. E ENERALCOINTRAC ORISNDOWAND O0EN5URET ATM MOR SCHEDULE FOR ASONRY ORPREFABRICATED FIREPACESMEE S i!
A.
FIRSTWALLSTUDSSH LLBETICONNECTEDMMEFOUNDATION.SILLPLATE.ORBOTTOMPLATE ON: I!FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES !i +
REXCEEOS MANUFACMRESSPECIFICATONSAND APPLICATION CODES. WITHUPLIFTCONNECTORS.SUELIMAPSSHALLHAVEAMINIMUMEMBEDMENTOFTINCHFSIN ____ ____ _________ _ _____________________ ___ _________ _ ___ _ _______ ___ ________ __ _______
8. THE GENERAL CONTRACTOR IS TO CONSULTWITH TIME OWNER FOR ALL BUILT-IN ITEMS SUCH AS CONCRETE FOUNDATION AND SLASONLRADE,1B INCHES IN MASONRY BLOCK FOUNDATIONS,OR ' I -- t
BOOKCASES,SHELVING.PANTRY,CLOSETS.TRIMS,ETC. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS
! 9.
WIND WAD REQUIREMENTS SHAI.I.89 TAKEN INTO ACCOUNT DURING CONSTRUCTION[. ARE LAPPED UNDER THEBOTIDMPLATE,31NCN5QUAREWASNEgSBHALL8EWED WIN THE I:DESIGN LOAD CALCULATIONS EXT.BALCONIES 60
- ANCHOR BOLTS.ANCHOR BOLT SPACING IS M BE SPACED AND SIZED IN ACCORDANCE M TABLE
FOUNDATION NOTES - -- ! ME ENTMOF APEIEXTERI RSHEARWALLCOCONNECTIONS: ( ) ATTICS W O STORAGE 10 tn
3.2a IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN Ii INCHES FROM 'I LIVE LOADS PSF DECKS 40
J TTPEI tn
EXTERIORSHEARWALIS WITNAMIMMUM OF T/161NCH WOOD STRUCTURAL PANELONTHE I / L O
!�L THE GENERALCONTRACTORAND MASONTO REVIEW PLANS.ELEVATIONS,DETAILS AND NOTESTO I EXTERIOR ATTACHED WIN Ed COMMON NAILS AT G'O.0 A ME PANEL EDGES AND 120.C.IN ME ATTICS W/STORAGE 20 a� in
I� DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE FIELD,ANC T/2 INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6B COATED NAILS ATI; (� Q
2. ALL FOOTINGS TO REST ONUNDISTURBED(VIRGIN)SOIL ]'O.C.PANELBOOMAND10-D.C.INMEA-SHALLBEINACCORDANCEWINMELENGTH 1 i ROOF(GROUND SNOW LOAD) PER NYS 301.6 I, N t'-
II 3. PROVIDE 1/V DFANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE REQUIREMENTS SPECIFIED IN TABLE 3.15- II N 4) Ln
;' OR !; B. TYPEIIEXTERIORSHARWALLCONNECTIONS: I' ROOMS(OTHER THAN SLEEPING) 40 d-
40 ARY WALLS NYNEWCONCRRRING INETEWAL BEWGATTACHEOUNHEATED
E%ISRNGCONCRETESTRUCMRESHALLBE A APPROPRITE LENGTH ADJUSTMENTA ORSNFTA EE-6.REQUIREMENTS OFTABLE 315ab TIMES THE !I , _
ROOMS(SLEEPING) 30 .n
INSTALLED WITH#S REAAR.18'LONG AT L2'O.C.USEAPPROVED EPO%Y FR INSTALLATION. T INTERIOR SHEARWALL CONNECTIONS: V
5 UNLESS OTHERWISE NOTED,ALL SLAB60NGRACE TOBE4000FSI.CONCRETE TOBEPOURED ONA- ALLOWABUSIDEWALLUNGTHSPROVIDEDINTA3LE3.14SHALLBEPERMIITEDTOBE !1 STAIRS 40 �.
,I NICK SAND OR GRAVEL ALL WIN 6x6 WIRE MESH REINFORCING.INTERIOR SLA85 TO BE MINIMUM 4- INCREASEDWHEN INTERIOR SHEARWALE ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN ��
VELY
6.ICKC LLFILLTOBECOMPACTEOTO-HEIATAWLSPACESMBE ROYIDMWITHAMIINEMUM]B' -ACCESSOPENNG.IN RLLLL OE 8216 TY WITH 8 INCH MAYIMIM LIIi BCCORCONNECTIONS AROUND EXTERIORWAICLOPENINGS: I!: I�• GUARDRAILS(ANY DIRECTION)- -- - - -- - --200 - - - vLn
CAST IRONFOUND-ON VENTFOREVER-OSQ/FTOFAREA. HEADER AND/R GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN r ------- -------- -------- -------- -------------------------------- -
II 77.F51DENTIL WERIOR
CF FOUNDATION
OUND TION WITH BITUMINOUS BYENE FILM COATING
ALLBEA RREQUIRED
R CURRENNTN.YS. ACCORDANCE WITH TABU 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE f, Z 0
ME WITH TABLE 3.5. U EXPOSURE CATEGORY DESIGN FOR CAT.C eeII��
GRACE PORTION OF EXTERIOR WALLS PRIOR M BACKFILLING. B. CATHEDRAL CEILING ASSEMBLY: W
-.S. ORaIAGE AS=EQCURESIDENTIALR
D BY CURRENT N.YS.RESIDENTIAL CONSTRUCTION DE _-_ -l'i WHERE A RIDGE IS W BE USED AS A STRUCTURAL BEAM.ME
CHEITHER
AN ORED ON TOP ME BEAM OR SLOPE CON ECTIONSSHALL BE ATTACH-- _ NOMHEOHOF CH ED TO 'Ij �..__._._.- -_----------
..--._--..._.........__-.-
FRAMING NOTES ,• RDGEA DE WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. LOAD
CONNECTIONS TO THE 'I LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE 1Y
EACH /Y
L ALL FRAMINGTECHNIQUESANOMETHODSASPRSSCgIPIIVEDESIGNOFCURRENTSBCNIGNWINO y� ;!
:I B (ROOF-FOUNDATION) AND GENERAL NOTES �I
ADDITION WOOD FRAMING CONSTRUCTION MANUAL
Z. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL M BE 42 DECK COVERED PORCH NOTES ii --_.__..-_.__.....-_._.._.-..___..._.-.___.-t_--_..-__._..___.._..._--------.._..._......._.._._..__._..-_.._.-._._-_...._..__--__..-_.-.___-.-.
C.OL----_- - --------_-----------r
DDucus FIp. NAILING SCHEDULE SEE GENERAL NOTE PAGE
3.
AGO RE.WALLS.CEILINGS AND AFTERS TO BE SPACED AT 16'O C.UNLESS OTHER WISE NOTED
J. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS M BE(2)2-R2.AN.DOUG.All L UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL M BE 11 ACQ PRESSURE TREATED LUMBER.
BEARING WLLHEADFASTOHAVE(2)JACKSNDSAND(2)FULLLENGTHSTUDSONACHSIOEOFALL ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL !`---'---'---- -'--- --- '-'-----"--------"---'--------------------'-----------------------"-""'--"'""- -"""'""'"-"'""--"""""-"---''"'"''--"'--"'""-""""'-"'"-""'"""'"'""------.-
•I OPENINGS LVL HEADERS M HAVE(3)IACK BMDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF 12. GIRDERS FOR DECKIOISTS M BE BOLTED TO EACH POST WITH WASHERS AND NUTS.GIRDERS ON !
OPENINGS BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 24 WALL !CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO 'II EGRESS ! SEE FLOOR PLANS AND WINDOW SCHEDULE r
OPENINGS BETWEEN 4'-'AND"'AND 2x6 WALL OPENINGS BETWEEN 5'�LS'AND 8'-B'.PROVIDE 'CONCRETE WITHAMINIMUM]/21NCH CIA.7-LONG ANCHOR BOLTS AND WASHERS AND NUTS.
FIRE STOP AND BLOCKING HERE APPLICABLE. 2. FOSMSUPPORTNG GIRDERS SHALL BE ANCHORED M A J2 12THICK CONCRETE FORNG.USE �I _ _ _I u Ln
A MINIMUM I/2 DM.8-LONG ANCHOR BOLT WITH WASHERS AND NUTS.FORNGS SHLL BE 3 R.
5. ALL BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND r
ANCHGREW HERE APPLICABUTO ALL CONNECTING JOISTS. BELOW GRACE PORCHES WITH COVERED ROOFS SHALL HAVE-DIA CONCRETE PIERS FOR THE
!! 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO ME FLOOR JOINTS AND UNDER GIRDERS. FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. N �
TH
'I BATUBS.FLOORS TO A °VE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD 4 DECK JOISTS M AVE BLOCKING ATB'O'O.C. : T
I' CA C17YUNLESSNOTEDONPLANS. A NIMUMO111INCH FULSHINGSHALLBEINSTALLEDBETWBNMEBUILOINGANOLEDGER. I' (SMOKE&CO2 DETECTORS) I CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. fl-
I
!I ]. PROVIDE(2)13/4'THICH MICROLAMS(HEIGHT M MATCH FLOOR JOISTS)AROUND STAIRWELL EDGEAM BE FASTENED TO BUILDING WIN I/2INCH DIA BOLTS WIN WASHER AND NUTS WHERE
1 AND/OROTHERACCESSOPENINGSUNLESSOMERWISENOTED(TYPICAL). WEEDED. 'I ---"'- ------"-" "--"---' "-""- - '-""'-'-"---"----------"--"'-----"-' LB.• Q
8. DORMERS RUNNING UP FLOOR AFTERS ARE M BE SUPPORTED BY DOUBU RAFTERS ON EITHER 6. CONCRETE PIERS SHALL BE A MINIMUM 6-ABOVE GRADE �.
SIDE I2. ALL1015TSTOBESUPPORTEDWIN HANGERS AND ANCHOR BOLTS.EACH JOIST SALLALSO BE : ;:ENERGY CALCULATIONS 20181EGC 'I N
I, HEREAPPUCABEUNt. OTHERWISE NOTED. ;ANCHOREDM GIROED(5). j 'I _� O
9. PROVIDE BLOCKING/BRIDLING IN FLOOR JOISTS Ai8'4'0C..USE SOLID BLOCKING IN FLOOR JOISTS 1$. COVER ED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL
i-------- -- -- --=---------------- -- --- - -----------
ii UNDER ALL BEARING WALLS, i�UILDING. _L! ...---.-__......._....__._.._-...___..._...__._._.-....__...__.-____..-_.-..._.._._..-___-.-__-_-_..____..__.__......_....__.._....
;I 11
UNLESS OTHERWI ENOTED.ALLROOMANDWALLS MHAVEAMINMSUM 1/2'THICK.4PLY ARC X I -- PLUMBING NOTES _--- -----�II � 13 ~
NEEDED. r C � .`
'I EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD M COVER OVER PLATES AND HEADERS. O -- _ _ L .^V
:i 12 UNLESS OTHERWISE NOTED USE 3/4'NICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFUMR VI
I, ADHERED WITH 11.400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE INSTALLED 1. ALL WATER SUPPLY,DRAINAGE AND VENTING M BE INSTALLED AS PER N.Y.S.RESIDENTIAL 1111 r
I! OVER SUBFLGIR AS PER MANUFACTURE'S INSTRUCTIONS. CONST RUCTION CODE. II
ALLATHROOMWALLSTOHAVE 1/2"THICXMOISTURE4LESISTAINT SHEETROCK GARAGEWALLS AND 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL
CEILINGS AND OVER FURNACE TO AVE 5/8'THICK TYPE-X SNEEFROCK.ALL OTHER PARi50F BUILDING 3. IF WALLBTUDE,PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED
! TOHAVEREGULAF L2-SHEUROCILALLWALLSTOBETAPMMDFINISHED. WORK.PROVIOEADEQLATE BRACING AND PLATES M PROTECT AND SECURE THE STRUCTURE VERIFY
14. AUROOFWUHAPIMHLESSTHAN4:MSHALLBEINSTALUDWIMANICE&WATERBARRIEROR WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND S
Ali APPROVED EQUAL FLATROOME-BEAPPIED WIN AFIBERGLASS BASESHEETWITHAN EPDMll SPACING PERMITTED.
Ii
TOR CHDOWN TYPE MATERIAL OVER. ------- i� --- -HVAC NOTES-------------- JI
II 1S ALL SILL PLATES AND WOOD Iry CONTACT WITH CONCRETETO BE PRESSURE TREATED.SELL PLATES TO.
BE INSTALLED WITH ALOAMSLL GASKET AND COP4-TEX TERMITESHIELD OR APPROVED EQUAL-
ELECTRICAL NOTES L MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING MALL APPLICABLE CODES AND
SAFETY REQUIREM1IENTS
2 HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM ATA AND REQUIREMENTS WITH THE
'Ii- L ALLELECTRIALM BEINSTALLED AS PER NNS.RESIDENTIALCONSTRUCTION CODE, IIS' S
!I 2 ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. EQUIPMENTSUPPLIER. (�
., 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING ANDSUBMITUMTHE
I3 ALL ELECTRICAL WORK COMPLY WITH 2014 NEC. GENERAL CONTACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL Q
4 INSTALL SMOKE DETECTORS AND CARBON MONOXID E DETECTORS THROUGHOUT AS PER SECTION I m
a :I R314 AND Ri OF IRC
GG
ENERGY NOTES iI SOIL NOTES DO 0
°i
L MIS MEDESIGNCOMPLIESSTRUC ION SHALL
ill COMPLY
WIN SECOOE ASAP OF THTE PRVE DESIGN. ) 1 NEW LALL TO BE REMOVE LEAN AND
ORGANO AL AL AL DEEDED.OR TO VERIFY EXISTING SOIL CONDITIONS R
�I 2. THE DESIGN CONSTRUCTION SXALL COMPLY WRH SERON R402 OF THE 20181RC PRIOR TO ALL REMOVE AND AOD ADDITIONAL ALL AS NEEDED. jI
- -___ - _--� 2 COMPACTION OF NEW FILL SHALL BE AT LEAST BS%PROCTOR DENSITY IPER ASTM 1-1 AND ASTM
____--' ---- D155]I.COMPACT THE SOIL AT-LIFTS(TYPICAL).CONTACTOR TO HAVE FILL TESTED BY A UL a
li FIREBLOCKING NOTES PRO FESSIONALAGENCY FOR COMPACTION. a
3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE Z
!I FIRE BLOC KING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE
II FI REB LOCKINGEALLBEPROVIDED MCUT OFF ALCONCEAEDDRAFT OPENINGS(BOTH VERTICAL AND I_ OTHER NOTES J� o
ORIZONTAL)ANDM FORM AN EFFECTWE ARE BARRIER BETWEEN STORES,AND BETWEENAMP
STORY AND THE ROOF SPACE.A EBLOCKING SHALL BE PROVIDED INWOODFRAME CONSTRUCTION
THE FOLLOWING LDCATONS. L PROVIDE 5/8'TYPE-XSHE-OCK ARE SMPPING AT lO'O'MAXIMUM DISTANCES FOR NON
:1 L IN CONCEALED SPACES OFSMD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT ACCESSNEAF-.
IT '!I THE : 2. USE SIMPSON HANGERS AND ANCHORS WITH Z MAX TRIPE PROTECTIVE COATING FOR CONTACT
CERING AN DFLOORLEVELS.CONCALEOHRRONTPLFURIEDSPACES14ALL1E08E WTIH ACQ. DATE:
• i FIRESLOCKM AT INTERVALS NOT EXCEEDING IO FEET.BATTS OR BLANKETS OF MINERAL OR II 3. INSTALL 1-002 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR I
GLASS FIBER SHALL BELLOWED AS RREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL
ROWS OF STUDS OR STAGGERED SMDS.
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTALSPACES SUCH AS 8/30/2023
OCCUR ATSOFFMI,DROP CEILINGS AND COVE CEILINGS
T 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS ATME TOP AND BOTTOM OF THE RUN.
' ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE
4. AT THE OPEN INGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL TO RESIST SCALE:
I.- THE FREE PASSAGE OF FLAME AND PRODUCTS OF CCMBUSTON.
S FOR THE FIREBLOCHING OF CHIMNEYS AND FIREPLACES,AS REQUIREDBYCURRENTN.YS.
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.-.RESIDENTAC-C➢DE---_-.._.____-.
SHEET:
P-8