HomeMy WebLinkAbout47431-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
IOU
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#: 47431 Date: 2/8/2022
.........................................................._.........._...........___..
Permission is hereby granted to:
Pumillo, Rosemary _..._...
835 Legion Ave
....._........_...... ...........__ .._.. _....._. .._..._.... .......w
Mattituck, NY 11952
To: legalize as-built accessory shed as applied for. Additional certification may be required.
At premises located at:
835 Legion Ave., Mattituck
SCTM # 473889
Sec/Block/Lot# 142.-2-3
Pursuant to application dated _ 1/18/2022 and approved by the Building Inspector.
To expire on 8/10/2023.
Fees:
AS BUILT-ACCESSORY $320.00
CO-ACCESSORY BUILDING $50.00
Total: $370.00
..... ..
Built t3 . ect...... ......... ......
or
TOWN OF SOUTHOLD— BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959
Telephone 631 765-1802 Fax 63l 765-9502 htt ° _...
P { ) { ) � �ltm � ���l�tl�olclt:tV ,�1 &I'.
Date Received
PERMITAPPLICATION FOR BUILDING
f
For Office Use OnlyIJ
s
aly i i k`
PERMIT NO. .41�31 ..�.. Building Inspector:_.._ OVVN
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date: 02
OWNER(S)OF PROPERTY:
Name: r D yY1 —SC
TM # 1000- _
Project Address,
Phone#: -�7 J - Email:
Mailing Address: �} j L �' l0 y7 V'e
CONTACT PERSON:
Name: T01 p
Mailing Address: f!3`5 L
Phone#: y? ,� - �� Email:
DESIGN PROFESSIONAL INFORMATION:
Name: C 9 �aI7
Mailing Address: C� �y
Phone#: j -o� 7 b - a r s0 Email: (....C... 'J CH 9... S i,
CONTRACTOR INFORMATION: C
Name: �!�'�D1�' r mo
Mailing Address: L e
Phone#: �- " + - �f�4�� Email: e � 1�, Keqo
DESCRIPTION OF PROPOSED CONSTRUCTION
VNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑other $, .50co
Will the lot be re-graded? ❑Yes �ZNo Will excess fill be removed from premises? Dyes KNo
1
PROPERTY INFORMATION
Existing use of property: 1 Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ONO IF YES, PROVIDE A COPY.
❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print nam �� � 'r �° ❑Authorized Agent ®Owner
Signature of Applicant: „ ,, w„ Date: t / �
STATE OF NEW YORK)
S
COUNTY OF
�LG �4�� being duly sworn, deposes and says that(s)he is the applicant
(Name of ind"Icontract) 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 20
�IVotary Public U
T ACE Uz DWYER
NOTAL'"PUBLIC,STATE OF NEW YORK
PROPERTY OWNER 306900
. .. - LIA IFIED IN SUFFOLK
Where the applicant is not the owner) UNC
AUTHORIZATIONN 1,01 D 8
( pp r) COII�SIDN CPIEII�B a�NC 0, W
f, ww residing at
do hereby authorize---------- to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
SCTI"11000-142-02-03 021 u SSe SSb rS
I A
DESCRIPTION: LOT COVERAGE:
PROPERTY: 9564 SF 0,22 ac ` [
~ HOUSE: 1320.6 SF 13,8 io � W
PORCH: 22,5 SF 0,2 r W V
SHED: 15010 SF 1.6 a t�"�, z
TOTAL: 1493,1 SF 15,6 r, x
METES 4 BOUNDS BY: PECONIC SURVEYORS SURVEY DATE: JUNE 30, 19'34 En > O
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EXISTING 2 STY.FRAMED HOUSE N o
O BUILDING DEPT.
m - TOWN OF SOUTHOLD
m 54.1' ,S8 o DRAWN BY: MH
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ASPHALT DRI N N
AS BUILT
1STY.SHED
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- SCALE: SEE PLAN
OF IVF�Ii
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N 35021'57" W 159.996 °�
SHEET NO:
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A 502
SITE PLAN R
SCALE: 1" = 20'-0" ��ss NPS� l
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SCALE: PLAN
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ASPHALT ROOFING
- 12 - - - UNDERLAYMENT
4 2X6 FX 2X6RR 7/16" OSB SHTG.
RIDGE X16"0
C
W w
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Z
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CD 12'-0"CD 71-011
1-011
r-I J
o WHITE CEDAR SHINGLES
bo UNDERLAYMENTZ
tr1 � O w
_ 7-16" OSB SHTG (z)zxs'H - Z O 5 z
N aa �
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2X6 ACQ SILL PLATE V
(TYPICAL) ; Vol
' 6" CONC. SLAB ON GRADE 1O
N NO'S FOR VEHICLE USE _ N
cI �
X i
(SHED USE ONLY) N
CROSS SECTION
SCALE: 3/8" = V-0"
m
N
INSTALL (2) 2X6 COLLAR TIE
@48"OC THROUGHOUT 12'-0" DRAWN BY: MH
1 SECURE COLLAR TIES TO RAFTERS
(MIN. 4 THRU-BOLTS) 1�12�2OZZ
FLOOR PLAN
2 INSTALL STRAPPING WHERE REQUIRED SCALE: 1/4" = 1'-0" SCALE: SEE PLAN
PER NYS CODE (SEE DETAIL SHEET
ANCHORING TO SLAB MIN. 6' OC
3 AND w/i 1' OF CORNERS SHEET NO:
INSTALL HOLD DOWN ANCHORS N '�
4 AT OVERHEAD DOOR AND SGL DOORA�2
'
Y �OFFSSI ONP�-��
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
RIDGE LEDGER BATHTUB
HEADER
SIDEWALL DOUBLE JOIST
JACK STUDS RAFTER W W
FLOOR USP NUMBER DESCRIPTION APPUCATION
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
1ST. A055 ANCHOR TO FOUNDATION W/ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON BATT/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP J015T NOT
DIRECTLY
YY U(2)JOISTS.AAL UNDER WALL.
2ND. AD55 ALL OPENINGS LSTAI2 1-1/4"z12.20g,.5TRAP APPLY TO EACH JACK STUD fl00F LSTA24 I-I/4'z24"20ga.STRAP PPLY OVER RIDGE TO EACH R 2x6-2ze 1.526 Lego.SLOPE HANGER PPLY TO EACH RAFTER/LEDCEfl
ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WAILS.PROVIDE
E FLOORS TO EACH OTHER W/THREADED ROD. ALl OPENINGS Rn OR R77 TYDOWN ANCHOR 4PPLY TO EACH CRIPPLE STUD 2X10 1.5210 IBgo.SLOPE HANGED PLY TO EACH RAFTER/LEDGER BLOCKING 024'OC
WALL STUD ///^�`� THROUGH-ROOF EXHAUST
NTS LOCATED BBCTED No
Y CONTRACTOR
METAL STRAP �� \
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL ^, O
RIM BOARD HIMNEY AS REQUIRED ` 1�
RAFTER :r}Y_
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
VENTILATION WOOD UOIST z
SIOEWALL FLASHING BLOCKING
FOUNDATION •� • ♦ . ♦� TOP PLATE 2z4 LEDGER BLOCKING �/^\
• • ' • • FlNISH R TO AND MOISTURE ! O
STAPPING L IN ATTACHED TO WALL STUDS UDS •' BARRIER- LAP FLASHING 2x4 SDFFlT JOIST
AND ALL'AiN00W/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BEE VENTILATING
WITH R FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE 50 OF T E AREA GUTTER O V•
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AID SOAKING {YALE STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER V
INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS
SHALL BE COVERED SH CORROSION- pNFIT SCREENED VENT
8' LSTA24 I-1/4"x24"20go.STRAP AND JACK OPENINGS
RESISTANT METAL MESH NTH MESH [�]
N ALL OPENINGS PROVIDE HEMMED EDGE AT _ OPENINGS OF V.INCH IN DIMENSION. ONTN.SOFFIT/EXT.PLYWOOD
FLASHING TO FORM CHANNEL •� L J
INSTALL 4'0'O.C. LOCATION u5P NUMBER DESCRIPTION APPUCATION SOFFlIEO EAVE O H :^YI:
B"-14' LSTA30 1-1/4'x30'IBgo.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR
GAP TO PREVENT CAPILLARY ONNECT TO
N ALL OPENINGS ACTON 4'-6'RAFTER RT10 0-3/4'z 18ga.TYCONN PNCHOR EACH RAFTER PROVIDE BLOCKING SEARING
JOISTS THAT HE ARE SPICED AND •A r ,
INSTALL 4'0"O.C. ..ONNECT TO ROOF VENTILATION/ OVER BEARING 1YALL5 AND HEADERS Y , v
14'-16' LSTA36 1-1/4"x36'18ga.STRAP AND JACK STUDS 8'-12'RAFTER RT20 1-1/8'x 2Gga.TYDOWN ANCHOR EACH RAFTER SOFFlTEOEAVE DETAIL M
N ALL OPENINGS KEEP ROOFING NAILS OUT M
OF FLASHING VV
2ND.FUO R WALL
ROOFING LAPS BASE H
Ll IFLASHING 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
LLL
SHINGLES AT BASE MIN.4 INCHES THROUGH VENT
L=L=i
WOOD JOIST
TOP PLATE
GIRDER/HEADER
SIDE WALL FLASHING WOOD JOIST
1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS WB'OC
AND ALL WNDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD Q
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLIC ATON AN RAKES--PROVIDE HEMMED EDGES 50 RAFTERS
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4'0"O.C. PREVENT CAPILLARY ACTION
4'-8" LSTA36 1-1/4',36'IBgo.STRAP AND JACK STUDS LOCATION USPNUMBER DESCRIPTION EP APPLICATION PRE-MANUFACTURED KESHEATHING MIN,1-1/2' ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
N ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
/PLA RT15 MOM ANCHOR OVER RIDGE TO
INSTALL 4'0'O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE,SET FIRJ01515 APROX 1/2'HIGHER THAN LVL HEADERS
8'-16" MSTA48 1-1/4':48'I6ga.STRAP AN JACK STUDS CONNECT OVER OF ROOORF 10 SLOPE TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS
N ALL OPENINGS PLATE/WALL SP. TUD PLATE ANCHOR LATES TO EACH SND
DBL.SILL PLATE
TERMITE SHIELD SUBFLOOR
SILL GASKET WOOD JOISTS
NEOPRENE
2.6/2z8 CONTINUOUS W000 PLATE
TYP.CONIC.FOUNDATION CONIC.STAB • GASKET
DAMPPROOF EXTERIOR \ , 6 TAIL POLY
61IL POLY ON EXTERIOR v GRANULAR FILL • ♦ Vr
STEEL COLUMN I BOLTED TO STEEL BEAM NTHo
v A' 1/2'DIA, BOLTS D 48' .STAG.
.D -• I ••�•• \• • ROOF JACK
CONC.SLAB 'D �•• AA ��\� STEEL BEAM
j•• v A, !.D r ANCHOR BOLT EMBEDMENT: �/4'.1/4'.8'STEEL
•. COMPACT FILL POURED CONCRETE:Y D RAW N BY:
MH
y 1' BLOCK WA L: 5' ROOFING LAPS TOP AND BOTTOM PLATE ■
KEYWAY FOOTING • ♦ • • D FLASHING AT WITH 1/2'X 6-ANCHOR BOLT
■• •, •D CONIC.FTG. ��'O •,O'1 • USE WTH 3x3 SQUARE WASHERS SIDES AND TOP 1/2'GROUT
ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 3"STEEL COLUMN
0
REINFORCING BAR FOUNDATION /8'DIA,ANCHOR BOLT I J/J ^/w
DRAIN TILE DO • ANCHOR BOLT CONNECTION CING FLASHING LAPS 7 STORY 72' (f0 KIPS) 1 1 L L L
SILL PLATE TO FOUNDATION OC ROOFING AT BOTTOM
O�w
TYPICAL BEAM DETAIL
TYPICAL CONIC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATIONORFOUNDATION) 2 STORIES 36'OC STEEL/BOTTOM BEARING
WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3'STEEL COLUMN ANCHORED TO 24'.24'x12'GONG.FTG.
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC ROOF JACKS&VENTS DETAIL
- - SCALE: SEE PLAN
1 SUBFLOOR
CONIC.SLAB I DOOR FRAME
6X6 10/10 N M GARAGE
COMPACT FILL DOOR
i USE 2XB //52EEL M
FOR SLOCKOUT P
•'• 4'BLAB
P T PLATE W/8X8 WMM I SLOPE O/V
4'DRIVEWAY TCN AD T Q T�/f- ■
• 1/2'AIR 5 E <1 • : IW A PLATE N Efi. O SHEET N O.
' ' .+•. AT END AND •• - '•'s r+• AP /" H THAN
' •('p ES OF HOOD '' D •r• El BE A FOR. INKA )
.D n..•..♦..y.••. •. BEAMS ••H:• ••-• (P 1R P C lJtl !`
•• 6X6 W.W.M. ��i��i- a••• r • . • •O.O n GFq
i1 MN. • j 1, • O • a r . •O--MAXIMUM �
D.r ■••.-r SUBFl.OR
NOTCH BEAM FOR MUDSILL IF REQUIRED _ L_
D REINFORCING BAR I NOTCH EQUALS 1/4 DEPTH OF BEAM _
DRAIN TILE {�..�� •� REINFORCING BAR ;• R■ ■y• r IST
♦ SHEET METAL/30X FELT UNDER BEAM AT POINT • '\' • • NifV _
` ^ SIE B
12• F�
' OF CONTACT PATH CONCRETE OR CONIC.BLOCK P' \ 10 BEAM)
�•, 3.
FICAI CONIC,MONOUTHIC FOUNDATON,REINFORCE YA 1,(2)94 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS SHIMS TO LEVEL BEAM / A�3
., REINFORCE FOOTING WITH(2)#4 REINFORCING BARS.
3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT rA�
BEAM POCKET
EN ERAL 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. JOINT DESCRIPTION NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap.the number of lOd common nails required QTY. SPACING NOTES (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
TOP PLATE 10'WALL:48d COMMON 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-Bd COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC.2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
Intent and framing details.They are Intended at a construction aid.not a substitute Lateral framing and shear wall connections for rafter,ceiling or[mss to top plate shall be in TO TOP PLATE 10'WALL•48d COMMO IOIST TOE-NAIL
' for generally accepted good building practice and compliance with current New York accordance to table 3.3.When D after or truss do not fall Inline with studs below,afters 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 TABLE 3.7 EACH FACE DESIGN WE LOAD(PSF)AsM.5 DESIGN DEAD LOAD(PSE)R301.z.2] ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 8301.7
'
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/IBO
sound and a weatherproof completed product. shell be connected with uplift connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS I4 (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 NGHT FRAME)WOOD WALLS to INTERIOR WALLS AND PARTITIONS HABO
COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICSWI FIXED STAIRS INEERIOR(UGHT FRAME) WALLS 5 FLOORS V360 rT,
meets wrrent federal,state.county and local[odes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM•SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(a^THICK) so CE1uNGs(PLASTER.STUCCO) V360 '■■g■■,
These codes are to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with rtuds below,the FIRE ESCAPES CONCRETE WALLS(6'THICK a5 CEILINGS(GYPSUM) IR40
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 EACH TOE ) r ,
UJ
accordance with table 3.3. TO RAFTER 2-Bd COMMON END NAIL GUARDS AND MANORAIts 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBER[ V240 v
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 5o VEHICLE GARAGES(8301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PIASTER STUCCO) W360
(DO NOT SCALE DRAWINGS), 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 5o EXEERIOR WRVS(BRITTLE FINISHES) Hn40
First wall Studs shall be connected to the foundation,sill plate,or bottom plate with uplift TO RAFTER END NAIL NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 F/y_
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 zo ♦�
SPACprogramsQTY.
ING
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
speclac 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
2•16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a fill 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 COMMONJOINTS FACE ROOF-FO NDATION DEf IL P G &GENERAL NOT PAGE ll��
r11 W O
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE o_
6).The General Contractor is to ensure that masonry or des. reaed fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PIANS AND WINDOW SCHEDULE v,
or The
manufacture's spe<IFlcations and applicable codes. Type I exerior shear walls with a t 6'o.m of 7/16 inch wood structural panel on the anterior 2-16d COMMONJ (�
STUD O.C. NAIL m,:
attached,with Ed common nails at 6"o.c at the panel edges and 12"o.c.In the Oeld,and FIRE PROTECTION Y SMOKE ALARMS TO COMPLY WITH NEPA 72 AND NYS 11,314 NYS. p■Y■l
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 Sd cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16'O.C. FACE 11MOKE&CO2 DETECTORS) IS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. _J y
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the held shall be In accordance with the length requirements specified HEADER ALONG EDGES NAIL TRUSS DESIGN N A-STANDARD SiIG FRAME CONSTRUCTION W �-f
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END
8).Wind load requirements shall be taken Into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type ll exterior shearwalls shall meet the requirements oftable 3.15a.b times the appropriate PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA Vol O
FLOOR JOTS O BBLOCKIAND ST. 2-16d COMMON Z
length adjustment factors In table 3.16. FOOT SEE NOTE:1,2 fVr'1
i).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine Intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD ^
7).INTERIOR SHEARWALLCONNECTIONS: FLOOR FRAMING' LOAD HAZARDS
Allowable sidewall lengths provided In table 3.14 shall be permitted to be Increased when (MPH) CATEGORY DEPTH TEMP. REQUIRED
2j.All footings to rest on undisturbed(virgin)soli. NAIL NAIL
Interior shearwalls are used.Sheathing and connections shall be In accordance with JOINT DESCRIPTION NOTES
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT, MODERATE SLIGHT TO 17 NONE -
3).Provide 12"expansion Joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE ` ,
concrete or masonry walls occuring In exterior or unheated interior areas. 4.Ed COMMONROOF SHEATHING REQUIREMENTS FOR WIND LOADS: •M/ y
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL.TOP PLATE OR GIRDER JOIST NAIL r�
4) ::�
.An new concrete walls beingattached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections In accordance BRIDGING EACH TOE 1
y g with table 3.5.Window sill plates shall be have steel connectors In accordance with table 2•8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE M
be Installed with#5 re-bar.18"long at 12'o.c..Use approved epoxy for Installation. p TO JOIST END NAIL SHEATHING LOCATION NOTES � r ,
3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD rl
BLOCKING EACH TOE
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.l..Concrete to be 2.8d COMMON4'PERIMETER EDGE ZONE 8d COMMON 0 6"O. Ed COMMON®6"O.C. SEE NOTES:1.3
poured on 4lnch thick sand or 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL (-(
po gravel FlII be c 6x6 wire mesh reinforcing.Interior slabs SEE NOTES:I(BOTH FIELDS) CLEF
to be minimum 3-1/2 Inch thick.All FlII to be compacted to 95%relative density with Where a ridge is to the
used m o structural beam,the rakers shall either be notched and BLOCKING TO; 3-16d COMMO EACH TOE INTERIOR ZONE 8d COMMON®6"O. Ed COMMON 0 12°O.C. NOTE:2 FOR PANEL FIELD
6"maximum Iihs(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL r
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 0 4"O. ad COMMON®4"O.C. SEE NOTES:1.3 �•/ '
6).Crawl spaces to at provided with r minimum.of
access opening.Install one 3-16d COMMON J
ax16 cast Iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST I NAIL
JOIST ON LEDGER PER TOE NOTES
7).Dam roof exterior of foundation with bituminous coatis as required DECK AND COVERED PORCH NOTES: 3-Ed COMMON pp g q by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film Shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to backfilling. All fasteners.hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMONJOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof.Including 4 feet on each side of the roof peak.
8).Drainage as required by arrant N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1
_ 2).Tabulated o.c.nail spacing assumes sheathing attached to after [mss laming members with G>0.49.
FRAMING NOTES Into concrete with a minimum 1/2"die x 7"long anchor bolt with washers and nuts.
For framing members with<0.42<G<0.49,the pall spacing shall be reduced to 6 inches o.c
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
Use a minimum 1/2"
Edition Wood Framing Construction Manual. die x 8°long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail sparing assumes sheathing to rafter/truss framing members with G>0.49.For
framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 Inches o.c.
below grade.Porches with covered roofs shall have 12"die.concrete piers for the girders. STRUCTURAL PANEL ad Al PER TABLE 3.8 8 P 8
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM.SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: SHEATHING LOCATION NAIL.SPACING NAIL SPACING AT INTERMEDIATE
NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 Inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).A minimum of 10 Inch Flashing shell be Installed between the building and ledger. NAIL NAIL
otherwise. Ledger to be fastened to building with 12"die.bolts with washers and nuts JOINT DESCRIPTION QlY SPACING SEE NOTES:1,3(BOTH FIELDS)
4'EDGE ZONE Bd COMMON®6°O. Ed COMMON Q 12"O.C.
4).Unless otherwise noted.all bearin wall headers to be 2 2x10#2+BTR.Doug.Flr. where needed. NOTE:2 FOR PANEL FIELD
GYPSUM 7"O.C.EDGE
8 O 8 Sd COOLERS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10'0.0.FIELD INTERIOR 20NE Bd COMMON p 6°O. Bd COMMON(�12'O.C. SEE NOTE:3
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade.
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).All joists to be Supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL
and blocking where applicable. to girder(s). JOINT DESCRIPTION I Q-rc SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
5).All Flush beams/headen to be Installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL ad COM IO WFTABLE 3.9 1) F
AS PER . or wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall
anchors where applicable to all connecting joists. PANELS CM-SBC be used.
PLUMBING NOTES 7A6"OSBCOMMO 3"o.c.EDGE DRAWN B
6).Double up Floor joists under walls that run parallel to the Floor Joist and under bathtu 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
Floors to have ceramic the installed shall be verified for proper load capacity unless noted C6d onstruction Code. GYPSUMS COOLERS 7"O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings Shall be reduced to 6Inches o.c.
on plans. WALLBOARD 10'0.C.FIELD
7).Provide 2•1-3/4"thick microlams(height to match floor Joists)around stairwell and/ 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 1/12/2022
/ �/�O
other access openings unless otherwise noted(typical). FLOOR SHEATHING:-
3).If wall studs,plates or joists are at out during installation for any plumbing related work. NAIL NAIL
8).Dormers tannin u roof rafters are to be supported b double rafters on either tide provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION Qom, SPACING 1).PROVIDE 5iv TYP&X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8 P PP Y 2).USE RMPSON HANGERS
ANO ANCHORS WITH Z M TRIPPLE PRCTEC E COATING FOR CONTACT WITH ACQ
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE ELItE55OPENINGSRAlN.S.O SQ GRADE FLOOR 3).INSTALL SON DETECTOR IN ADDITION TO SMOKE AlARMf PE0.FtD00.
HVAC SYSTEM NOTES adcoMMo
i"OR LESS 12"O.C.FIELD (5.7 SQ.Q `Ae FLOOBJ
9).Provide blocking bridging in Floor joists at 8'0 o.c..Use solid blacking In floor Joists MIN.4a•uLL-AFF
NYSCALE: SEE PLAN
under all bearing wails. S 0.nldemial Code 8302.11-FIRFBLOCMNG REQUIRED
1).Mechanical subcontractor Is responsible for adhearing to all applicable codes and safety NOTES. Flreblcel:l:Sg WWII bW provided to at oft oil rorcealed rima apeningr(botM1 vesical and haruomnlJ
1requirements. NOTE: end to Toms m eaednm nre EWmser bAwcen node,..na Lxnwan n too nory Wnd the mor rpece.
.Provide Insulation baffles at Cave vents between rakers.Install drag blacking as THESE NOTES ARE ONLY 70 BE REFERRED TO IF CONTRACTOR TO PROVIDE SOILTFST 70 VERIFY
Flmblorking rhW1i W provided In wooGframe mn.-l-In the following lorntlou
needed.
2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 0.m mnmWlea rpem of rn,awem encu Peru n<luabg Ta-d,-Wuheinning em noor
equipment supplier. bar.eonmded ho&ooml Furred rpems WII e6 a fireNoded.111 nrerva exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 12"thick.headers.
Fir PP feet.B.�D or blerdmtr of minercl or glom WIT w owed a rzed
CDX exterior sheathingrade plywood.PI p 1).Nailing requirements are based on wall sheathing „snap Wfd mwrwrmdr or n,.-d rind
g p yw Plywood to rover over lases 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: ((�,Ft
Contractor and Owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher q.NEW FILLTO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).Ae en 1Mermnnedlma Eetween run«rued I cur WI�y Md, ofoN�Teglys-
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOILCONDMONS PRIORTO FILL drop.111,v-1 arum-Inv
adhered with PL400 adhesive and screwed to Floor Joists.Finished Floor to be installed shear members
shall b nailing requirements to structural REMOVE AND ADD ADDRIONAL FILL AS NEEDED. SHEET N®■
ELECTRICAL NOTES: members shall be doubled,or alternate connectors. 3).In mnmWlea reams lctween nWlrN.Y.S
s yeJ�m�.E dd�s
Over SUbflOOr as per manufacture's IDS1ruCLIORt. ]),COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR antler ttalmfiWllmmPlYwitharrent N.Y.S Ida Co �t�nfi ." O� ■
such as shear plates.shall be used to maintain load path. pENsm(vERASTMOBse ANO AsrMolzsa.cOF4PACT THE 1 Cr
1).All electrical to be Installed as per N.Y.S.Residential Construction Code. solum UM MICAt).CONTRACTOR TO HAVE FILL 4).AtopanIN,emend veno plp .M dv mllMga .$T rc I-t^6eFpmrW
1cei All bathroom wallse havee58'th"thick moisture-resistantsheetrock.Garage walls end TESTED BY A PROFFESSIONAL AGENCY FORCOMPACTION. Raineendpmdurm ofmmbvrtba e r `O
,s 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. 2j.When wall sheathing is continuous over connected
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 UNTIL.FIRST FLOOR DECK CONSTRUCTION, 5).For the Rreblactl�ofrttlmnep endFl Wr�y,re 1 5
3).All electrical work to comply with 2014 NEC, to be reduced tol-16d nail per foot. INcwolNo suaFLooa Is cOI,zPLErE. m C
14).All roof with a pitch less than 4:12 shall be Installed with an Ice&Water barrier or Z .
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 8314 N
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-M A 0? �\ -
be installed with a foam sill gasket and co-r-tex termite shield or approved equal. OR APFRovED EQUAL INSTALLWITHCAP
AND BASES.USE WITH FLASHING CAN TO A
V
[OVER O�SSION'P