HomeMy WebLinkAbout47285-Z SA-112 TOWN OF SOUTHOLD
BUILDING DEPARTMENT
MI
i TOWN CLERK'S OFFICE
yea. ��`r 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#: 47285 Date: 12/30/2021
Permission is hereby granted to:
Nerguizian, Alex
90 Lexington Ave #8C
New York, NY 10016
To: Construct interior alterations to existing single family dwelling as applied for.
TO
At premises located at:
1840 Paradise Shore Rd., Southold
SCTM # 473889
Sec/Block/Lot# 80.-1-17.1
Pursuant to application dated 12/7/2021 and approved by the Building Inspector.
To expire on 7/1/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $281.60
CO-ALTERATION TO DWELLING $50.00
Total: $331.60
Building Inspector
FIELD:INSFECTION: PpRT•.". TATE.,. :^ :.:` `:.: >:.. :, ' ;: . .. ' CONlNIENTS
FOUNDATIO (1ST):
FOUNDATION'
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STATE ENERGY CODE �-
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y. Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631) 765-9502 hgps://www.southoldtownn.gov
Date Received
APPLICATION FOR BUILDING PERMIT
GG For Office Use Only Building Inspector:
PERMIT NO. d DEC 7 2021
BUILDING DEPT.
-Aprt p.li,c-atio`is;and. ms=
mtastbe�fifledoe- - -
-Rr--- -
TOWN
OF
S
OU
THOL_forutin#hentiryIncompletev� <S
(`appllcatfons well not be accepted Where-the Applicant isnot the owner,an
_. -
Owner sAuthorization:.form'(Page-2) l_lie shalcompleted:,
Date:12/06/21
OWNER F: .ROPER ._ .: -.. .:.:.;. :.,
SOP TY -
Name: . . _. . ..SCTM#1000-,._.. ... .r,,. . .__ .. .<, :.. _..........,. . ,.>..:: ._.,...- ..
Alex & Sara Nerguizian 80-®1 ,_��7'�c ,_
Project Address:1840 Paradise Shores Rd Southold 11971
Phone#:617 459 7347 Email:anerguizian@gmail.com _
Mailing Address:
7CONT CT:.PERS N'
-- - - - - - - -
A 0 - -
Name:Mark Schwartz
MailingAddress:PO Box 933 Cutchogue 11935
Phone#:631 734 4185 Email:mksarchitect@optonlineWnet
IVrIP
— — - — - -_"
z _
`DESIGRL'-
FESS ON :NFOR�/AT O N
Name:same as above
Mailing Address:
Phone#: Email:
MINT O :I 10 =
..0 RACT R. NFORMAT Nt.-
Name:Charlie Bordsen
Mailing Address:
Phone#: 631255 9425 _w. Email:cbordsen@optonline.net
SC -OF
IONrOF PRO S D° O
s.:
RI T POE C NSTRUCT O
N ;.x..
may'
❑New Structure ❑Addition @Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? U@Yes ONO Will excess fill be removed from premises? 1VYes ONO
1
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? OYes i@No IF YES, PROVIDE A COPY.
8 Check Box After Reading:-The'ownei/contractor/design.piofessional Is responsible for all drainage and storm water Issues as provided by.
Chapter236_of the_Town code._APP,UCATION,IS tIEREBY MADE to'the Bullding Department for.the issuance of a Building Permit pursuant to the,Building Zone -
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or_Regulations,for the construction of 4uildings;
additions,alterations or for removal or demolition as herein described.The applicant,agrees to comply with all-applicable laws,ordinahces,building,code,
housing code and regulations and-to admit authorized inspectors on premises and.in buildings)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): ark Schwartz BAuthorized Agent ❑Owner
Signature of Applicant: Date: 12/06/21
CONNIE D.BUNCH
otary Public,State of New York
STATE OF NEW YORK) No.01BU6185050
Qualified in Suffolk County
COUNTY OF Suffolk SS:
Commission Expires April 14,2 0Q3
Mark Schwartz 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�LP )Q-M ,20,11 tv-� 'L k4l-NA
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, Alex Nerguizian residing at 1840 Paradise Shores Road, Southold, NY 11971
do hereby authorize Mark Schwartz to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
12/6/2021
Owner's Signature Date
Alex Nerguizian
Print Owner's Name
2
Q�•�
OCCUP°'`►NC'1 Oil
USE IS UN4LNvVf_-UL
WITHOUT CERTIFICATE APPROVED AS NOTED COMPLY WITH ALL Cob4OF
OF OCCUPANCY DATE12-30-2! B.P.# 6295- NEW YORK STATE & 10DES
-FE.$ M4 &DBY: AS,REQUI ED AND C N I1Zs Os
NOTIFY BUILDING DEPARTMENT AT SOUI HOLD T W1 ZBAH
%�5-1802 8 A TO 4 P FOR THE SOUTHOLDTOW I'PLA "''aBOAR
_LO'NING INSPECTIONS:
4'-0" �:(`t NDATION - Tl,/C Rr-UIRED SOUTHOLDT W, TRU S
rOR POURED COIvCRL _
2. ROUGH ' FRAMING & PLUMBING
WINDOW WELL 3. INSULATION
4. FINAL -'CONSTRUCTION MUST
N BE COMPLETE FOR C.O.
"^ CW145 ALL CONSTRUCTION SHALL MEET THE
SERVICEa►-•*+.e,"! ,l *n,�T� D
EGRESS ---------------- REQUIREMENTS OF THE CODES OF NEW T
YORK STATE. NOT RESPONSIBLE FOR
4'-0" DESIGN OR CONSTRUCTION ERRORS.
ON DEMAND
HOT WATER
16'-1"
X
O W
M Lu v �I� O
UNFINISHED BASEMENT O
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' ® ' 1). INSTALL R10 FOAM INSULATION W/SLEEPERS N
I 111 I
I 1 AND SUBFLOOR OVER CONCRETE SLAB.
1 1111 j
2).NEW PERIMETER WALL TO BE R20 INSULATION
3).INSTALL MIN.1/2"MOISTURE-RESISTANT
SHEETROCK ON EXPOSED SIDES OF NEW WALLS
PROPOSEDBASEMENT PLAN INCLUDING UNFINISHED BASEMENT SIDE. U un
4).PROVIDE WINDOW WELL AND PROTECTION AS Lr
SCALE: 1%4" = 1'-0" REQUIRED. _,=I DEC 2
5).GENERAL CONTRACTOR TO VERIFY AND INSTALL ! o OC
EGRESS WINDOW SO THAT THE BOTTOM OF
WINDOW SILL IS NO MORE THAN 44"ABOVE L UILDINC-DEPT
OF SOUTHO
lnl'J =..D
FINISHED FLOOR. TOl
6). PROVIDE DEBRI-PROTECTION FOR NEW WINDOW
PER CODE.
4).SMOKE AND CO DETECTORS TO BE INSTALLED
AND CONNECTED WITH HOUSE SYSTEM PER CODE. 4 . DRAWN:
1`'k SCALE:
JOB#:
12/5/2021
SHEET NUMBER:
.Oft 4E P A
1
zu 18 E Energy
8"THICK CONCRETE
WINDOW WELL
(ALT.:6X6 ACQ OR SCAPEWELL) o 4*41
HORIZONTAL PROJECTION(ie DECK)
Z iencv, Ceilificate
#5 REBAR
@12'OC z
L_J
E F_71
Z
REMOVABLE STEEL GRATE Above-Grade Wall 20.00
4"min.
T-0"min. —I LADDER U Below-Grade Wall 0.00
r RUNGS
min.3"
#5 REBAR • PROJECTION Floor 10.00
Z @12"OC 44"max
0 EGRESS-ADJUST FOR LARGER WINDOWS (OR LADDER Ceiling Roof 0.00
WINDOW SHALL BE ABLE To (PER CODE)
OPEN FULLY) z
O
Ductwork (unconditioned spaces):
p. DRAIN
;I A- it i 1L.)
WINDOW WELLS TO BE COVERED WITH STEEL GRATE.
COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT Window 0.27 0.34
USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS.
BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO 6"DEEP GRAVEL Door
MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. AIN IPE
44"max.
LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER
THAN 44 INCHES AND SHALL PROJECT NO MORE THAN
6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY
FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF Heating System:
NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT
OF WELL. Cooling System:
WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF V4
36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER
OPENINGS AS REQUIRED. Water Heater: Z
WINDOW WELL
Name: Date: C)
Comments
SCALE: NOT TO SCALE
00
z
2" 2" 2"
0 2"
& 12" W 2'
C0 4 CA
V) co cu
ON
0 Lf)
ro 0
0
tt
FASTENER TYPE: SPACING: �4
z
ca aj Lo
0
No.8 WOOD-SCREW 00
E�
Bin.
ANCHOR WITH 16"OC U
2in.EMBEDMENT LENGTH 0 1-4
4 cc
c1r)
No.10 WOOD-SCREWS ®
BASED ANCHOR WITH 16"OC
2in.EMBEDMENT LENGTH Ln U Cf)
1/4in dia.LAGSCREW
BASED ANCHOR WITH CU r, C)
2in.EMBEDMENT LENGTH O O 0
r W
3/4'APA PLYWOOD
SHEATHING
1/2"APA RATED SHEATHING
GRADE PLYWOOD
(ALTERNATIVIVE:7/16"O.S.B.)
1/2"APA RATED SHEATHING
GRADE PLYWOOD
(ALTERNAnME:7/16"O.S.B.)
cc 9 Cc 0
SP
FASTENER TYPE: ;,;ACING: 2X4 DF#2 IM
No.8 WOOD-SCREW STUDS'
BASED ANCHOR WITH 101,OC N
WINDOW SILL 2in.EMBEDMENT LENGTH
TYPICAL WINDOW OPENING No.10 WOOD-SCREWS
BASED ANCHOR WITH 12"OC
PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH
THAN 4 FEET 1/4in.dia.LAGSCREW
BASED ANCHOR WITH 16"OC U
2in.EMBEDMENT LEN Izn
TYPICAL DOOR OPENING F14
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING:
2-2X4 DF#2 STUDS CONNECTED
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW
OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC
THAN 6 FEET AND NUTS @ 2'-0"D.C. 21n.EMBEDMENT LENGTH
No.10 WOOD-SCREWS
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC
21n.EMBEDMENT LENGTH
PANEL SPAN GREATER THAN 6 FEET
AND EQUAL OR SMALLER 1/4in.dia.LAGSCREWWED ANCHOR WITH 16"OC
THAN 8 FEET 2in.EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANELilly, tp v
0
A . DRAWN:
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING SCALE:
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 70B#:
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 12/5/2021
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
SHEET NUMBER.
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
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. 4e.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A-2
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S R=COMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
0
I-••-'I
KING STUDS
ENDWALL RAFTER �Tl
E CRIPPLE STUD F.i..l
WALL STUD r
RIDGEBOTTOM PLATE Y`� `••�,
HEADER LEDGER7ti BATHTUB
SIDEWALL
DOUBLE JOIST
JACK STUDS RAFTER
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TD EACH RAFTS JOIST DIRECTION WITH
2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER (2) JOISTS. UNDER WALL.
FHE FLOORS 0 EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
' Lp2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC
WALL STUD
THROUGH-ROOF EXHAUST --`
METAL STRAP
VENTS SELECTED AND W
LOCATED BY CONTRACTOR
CRICKET AT TOP-SIDE OF
RIM BOARD CHIMNEY VENTILATION CHANNEL
RAFTER AS REQUIRED O O
SILL PLATE(S) WALL SHEATHING RAFTERS c O
' •• •• • •, •, MAINTAIN
VENTILATION
FOUNDATION
' SIDEWALL FLASHING WOOD JOIST
" - TOP PLATE BLOCKING O
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST W W
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A �-i
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA F-+
ROOFING TO AVOID SOAKING WAIL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
INSTALL 4'0" O.C. �,'� THE SPACE VENTILATED. ALL OR
WOOD GIRDER N Q
4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT
ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH ^ O
OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD ►•� F)
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR DESCRIPTION APPLICATION
GAP TO PREVENT CAPILLARY SOFFITED SAVE -`
ON ALL OPENINGS /
ACTION 4" - 6" RAFTER RT10 10-3/4" x 189a. TYDOWN ANCHOR :ONNECT TO
INSTALL 4'0" O.C. -ONNACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ISI O O
14 - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-i/8" x 20go. IYDOWN ANCHOR DONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS w
ON ALL OPENINGS KEEP ROOFING NAILS OUT -ACH RAFTER SOFFITED EAVE DETAIL
2ND. FLOOR WALL I OF FLASHING 7 00
ROOFING LAPS BASE F--I
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER
\/ EXTENDS UNDER SHINGLES AT RIDGE CAP OF SAME
SIDES 4 INCHES AND LAPS I MATERIAL AS ROOFING
SHINGLES AT BASE MIN. 4 INCHES NAILED TO SHEATHING
THROUGH VENT O
WOOD JOIST r-q ++
TOP PLATE M 4 i=i p
SIDE WALL FLASHING GIRDER/HEADER O m s--� � U
1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS @48-OC +.
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WOOD JOIST m O
AND RAKES -- PROVIDE HEMMED EDGES SO WALL STUD O e-" U
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND e-•I X O La
RAFTERS
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION �
4" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION �+ V
ON ALL OPENINGS PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2" z lfl N
RAFTER/PLATE RTT5 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH p Q1 OO ( \
INSTALL 40" O.C. RAFTER TO PUTE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR./ v-I
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS
ON ALL OPENINGS CONNECT OV
CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS U
PLATE/WALL SPTH4 STUD PLATE ANCHOR ER OF ROOF
PLATES TO EACH STUD TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS Q"
DBL SILL PLATE Lf') U v-•a •+O-'
[o
TERMITE SHIELD I N N ••� v
SILL GASKET - �'--SUB FLOOR
` '
TYP. CONC. FOUNDATION CONC. SLAB NEOPRENE WOOD JOISTS �
O
DAMPPROOF EXTERIOR 6 MIL. POLY GASKET
6MIL POLY ON EXTERIOR V GRANULAR FILL VS 2x6 /2x8 CONTINUOUS WOOD PLATE
• V %1 STEEL COLUMN I )•p •r '
o• I BOLTED TO STEEL BEAM WITH
•.1, n 1/2 " DIA. BOLTS ® 48" o.c. STAG.
v a • - C - d •° ROOF JACK
•• C ^ CONC. SLAB •p r.•e � �
c • ' // 1 1 STEEL BEAM w
\•Q ANCHOR BOLT EMBEDMENT: L
COMPACT FILL POURED CONCRETE 7" I 4" x 1/4" x 8" STEEL
p f •o BLOCK WALL: 15"
KEYWAY FOOTING o V • • a • - l e ROOFING LAPS TOP AND BOTTOM PLATE QI
A F•1
��° ` a �' C CONC. FTG. •p �•0 G o• IDES FLASHINGAT
WITH 1 2" x 6" ANCHOR BOLT r 1
s ;O USE WITH 3x3 SOUAFE WASHERS 1/2" GROUT VO
+ - ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583)
p � REINFORCING BAR
DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. At•CHOR BOLT i I I 3" STEEL COLUMN
SUPPORTING MAXIMUM SPACING FLASHING LAPS I i ( 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72"OC
TYPICAL GOING. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC TYPICAL BEAM DETAILE-I
WHERE NEEDE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL/ BOTTOM BEARING N
ALL BOTTOM PLATE TO FOUNDATION �
SLAB-ON- RADE 1-2 STORIES 57"OC ROOF JACKS & VENTS DETAIL F�;•�I
CONC. SLAB �S3j
6X6 10/10 WWM I r"^—SUBFLOOR W
COMPACT FILL IDOOR FRAMED
GARAGE
DOOR —""� �_JOIST �
USE 2X8
FOR BLOCKOUT STEEL BEAM x
F=1
• P.T. PLATE 4" SLAB// W/ 6X6 WMM M I SLOPE
• �•I� 1/2" AIR SPACE 1 0- • e 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT mfloo, <11,
- - AT END AND ,• 7 1 2" . . WITH A NAILING PLATE IF
GRADE d ,''-q -u--'--+ • _ .- _ �,�- ��'s� BEES AMS F WOOD ••: °O • •• •e • • ••• • • (PROVIDE ST0 R THAN
O STEEL BEA TO /
BEAM TO ALLOW
OW FOR SHRINKAGE I
12" s 6X6 W.W.M.
IN. o 'O o p • q q Q I I . a . .• KEEP JOISTS ALIGNED)
o ••
•t a e REINFORCING BAR • �•� ^• • •e _NOTCH BEAM FOR MUDSILL IF REQU'RED --MAXIMUM a p •O o O 'O _
•p °� NOTCH EQUALS 1/4 DEPTH OF BEAM i A s o• • ? ••so ,"---SUBFLOOR
DRAIN TILE —�� REINFORCING BAR • LA
p:a.o ° OIST12 SHEET METAL/ 30# FELT UNDER BEAM AT 'DINT (1•� O !O • -
OF CONTACT NTH CONCRETE OR GONG. BL)CK fn
� STEEL BEAM
TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS ��a 3"
THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM •-^ •^- ---
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. a ^ :.•y
3" MINIMUM BEARING SURFACE FOR WOOD BEAM tr�v�„,�{1.i' �. �'� DRAWN:
GARAGE DOOR BLOCKOUT «,
BEAM POCKET SCALE:
• " 1 y JOB#:
'61 , . '; 'A 12/5/2021
SHEET NUMBER:
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GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE cc PLAN CONTENTS: Z
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL O
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
JOINT DESCRIPTION NOTES M--I
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS)
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
TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (
TOP PLATE 10'WALL:4-8dCOMMO SEE PLANS)
)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST B'WALL:3-8dCOMMON1 EACH DESIGN CRITERIA(UNIFORM CODE
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON' JOIST TOE-NAIL ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
FTS
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TAELE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TAELE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY:
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TAELE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS LJ360
SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO
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- MASONRY WALLS(B"THICK) Bo ( ) v360
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2_gd COMMON END
TOE FIRE ESCAPES 40 CONCRETE WALLS(6-THICK) 85 CEILINGS(GYPSUM) U240
accordance with table 3.3. TO RAFTER END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS(PLASTER,STUCCO) H/360
3).Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES(R301.5)PER 20 SQ.IN.2000Ibs
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) V600
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 late,3 inch square washes shall be used with the anchor bolts.Anchor bolt C TY. SPACING
P P g P q TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance table 3.2a.In addition to spacing, 2-16d COMMO 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 TOP PLATE FOOT SEE NOTE:1
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMOt, JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE W
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Q
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 COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL Sym.:
P g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 0
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum 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.
gypsum P HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS
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 � .
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 0
6).TYPE it EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: W
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 rxi� Z
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD W
determine intended heights of finished floor(s)above typical grade. ) FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD H Q
7).INTERIOR SHEARWALL CONNECTIONS: HAZARDS
Allowable sidewall lengths provided In table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED c)
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathingand connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING MODERATE SLIGHT TO
expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE
3).Provide 1/2"ex
P 1 g JOIST TO: PER TOE TO HEAVY MODERATE !� a .D
concrete or mason walls occurin In exterior or unheated interior areas. 4-Sc COMMO
n g 8).CONNECTIONS AROUND ons shall
WALL ed with uplift
SILL,TOP PLATE NG GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: �i O O
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE � Cn
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMO END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE W 000
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES
3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING EACH TOE
2-8d COMMO
5).Unless otherwise noted,all slabs grade to be 3000 Concrete be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or gravell fill with 6x6 wire meeshsh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 B
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O. 8d COMMON 12"O.C. (BOTH FIELDS)
p ty 3-16d COMMO @ @
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.d. Bid COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area.
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMO PER TOE NOTES p r..l
7).Dampproof exterior of foundation with bituminous coating as required b1 current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r-4 -
N.Y.S.Residential Construction Code.A 6-mit polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END rn N O
the below rade onion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMO
g P P g g g TO JOIST JOIST NAILm m y v
i).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, rn •};
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. X .
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO O Lr1 SILL OR TOP PLATE FOOT SEE NOTE:1 M r- C cu
Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 0" M �O u
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. F I-II O C1
" For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. X O
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL �' 1: m
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nails acin assumes Sheathin to rafter/truss framin members with G>0.49.For 16 u
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. spacing g g Ln v
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. p O Do t \
2).Unless otherwise noted,all framingand structural wood material to be#2+BTR. STRUCTURAL PANEL 8d r-I \
WFCM-SBC
WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 04
Douglas Fir. O
4).Deck joists to have blocking at 8'0 o.c.. ,5
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE cC u
SHEATHING LOCATION NOTES +� n .� �
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD '4
otherwise. JOINT DESCRIPTION � U �-+ U
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) m
4'EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. C (n
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD IV
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS 00 v v
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 0"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 ,
6).Concrete piers shall be a minimum 6"above grade. O W 3
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES
7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL kS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5 .All flush beams/headers to be installed with heavy duty alvinized hangers and 8d COMMO ) g g q Cn
"Y Y g g PANELS WFCM-SBC be used. W
anchors where applicable to all connecting joists. PLUMBING NOTES
7/16"OSB 3"O.C.EDGE F'+
6d COMMO
6).Double u floor joists under walls that run parallel to the floor joist and under bathtu s. 1 .All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
P J P 1 ) PP Y• g g P I-•t
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. U
on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD Q
2 Verify septic system with the Engineer for Suffolk Count Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r )• fY P Y S Y p PP CI1
other access openings unless otherwise noted(typical). FLOOR SHEATHING: t!5
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTIONQTY. SPACING 1).PROVIDE 5/8'TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
where a licable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
PP STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR
HVAC SYSTEM NOTES 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
1"OR LESS 12"O.C.FIELD 8d COMMOI (5.7 SQ.FT.2ND.FLOOR) FN.I
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF
under all bearing walls. ) p g PP y NOTES" NYS Residential Code R302.11-FIREBLOCKING REQUIRED
1 Mechanical subcontractor is responsible for adhearin to all applicable codes and safes Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) I Q
requirements. " NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. �+
needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES OVLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. I+IT
• Y Y q 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor r '
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 V
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets o£mineral or glass fiber shall be allowed as fsreblocking in walls constructed
1).Nailing requirements are based on wall sheathing
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 edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES. P g 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
p such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1).All electrical to be Installed as 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 ceding and floor level.to resist the free passage of i
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter.
2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the flreblockin of chimneys and fireplaces,as required g P to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. g P 9 by current N.Y.S.Residential Code.
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
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 M J w
..'
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G �, DRAWN:
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP „!p y.�'�.. $, y/� ("..�
AND BASES.USE WITH FLASHING CAPS TO ,� (1 i ;+�w SCALE:
COVER TOP
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12/5/2021
m � SHEET NUMBER: