HomeMy WebLinkAbout49918-Z TOWN OF SOUTHOLD
� BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 49918 Date: 10/20/2023
Permission is hereby granted to:
Laskey, Donald
855 Horton Ave
Mattituck, NY 11952
To: alter existing covered porch to living space to existing single-family dwelling as applied
for.
At premises located at:
855 Horton Ave Mattituck
SCTM # 473889
Sec/Block/Lot# 141.-1-24.1
Pursuant to application dated 10/10/2023 and approved by the Building Inspector.
To expire on 4/20/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $382.00
CO-ALTERATION TO DWELLING $100.00
Total: $482.00
Building Inspector
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 h � :1/rww.southoldt �n �. u
Date Received
APPLICATION FOR ILDING PERMIT
",VI/ i
For Office Use Only
PERMIT NO, Building inspector:, uocl,
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an x ,
Owner's Authorization form(Page 2)shall be completed.
Date: 10/04/2023
OWNER(S)OF PROPERTY:
Name: Donald H. Laskey SCTM#1000-
Project Address:855 Horton Ave
Phone#:631-276-9827 Email:stepsidel 994@yahoo.com
Mailing Address:P.O. Box 664, Mattituck, NY 11952
CONTACT PERSON:
Name: Donald Laskey
Mailing Address:P.O. Box 664, Mattituck, NY 11952
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name:Jim Deerkoski
Mailing Address:260 Deer Dr, Mattituck, NY 11952
Phone#:631-298-7116Ercall:jamesdeerkoski@yahoo.com
CONTRACTOR INFORMATION:
Name:Self (as above)
Mailing Address:same as above
Phone#:same as above Email:same as above
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ®Ate ration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $ 101 000 ,
oO
Will the lot be re-graded? ❑Yes Vro Will excess fill be removed from premises? ❑Yes ®AI'0-
1
PROPERTY INFORMATION
Existing use of properl:Vi'� � M C� Intended use of propert : S— a�1C�
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
`--v7T J CIS \ L this property? ❑Yes RNo IF YES, PROVIDE A COPY.
8 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 name): Donald H. Laskey ❑Authorized Agent IROwner
Signature of Applicant: Date: 10-04-23
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk ),
Donald H. Laskey being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the Owner of the property
(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
4th day of October -, 20 23 �ejjl—kt-1'11
Notary Pub c
"
K/JV
RACHEL KIND
B to ore PROPEY El .I-' ) IO Notary Public-State of Nev.
Quay,07 t 163 0 Where thea applicant No.01KI6401639
Ikcou,� Pp is not the owner' Qualified in Suffolk Cay '
fir, i 6� My Commission Expires OCL.
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
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phone: (631) 298-7116
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SCALE: SEE PLAN
PROPOSED EAST ELEVATION SHEET N O:
SCALE: 1/4" = 1'-0"
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phone: (631) 298-7116
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DRAWN BY: JD
9/27/2023
SCALE: SEE PLAN
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9/27/2023
PROPOSED FOUNDATION PLAN
SCALE: 1/4" = 1'-0" SCALE: SEE PLAN
ErVV SHEET NO:
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phone: (631) 298-7116
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REPLACE WITH NEW WALLS OVER
NEW FLOORING SYSTEM
41-0" 4'-0" EXISTING
STOOP
8'-0" DRAWN BY: JD
--------- 9/27/2023
PROPOSED 1ST. FLOOR PLAN SCALE: SEE PLAN
SCALE: 1/4" = 1'-0"
SHEET NO:
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FASTENER TYPE: SPACING: —ILIL 0
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BASED NCH
phone: (631) 298-7116
EMBEDMEENTNT LLENAEN
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® ® O SEAL OFF ENVELOPE OF
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BASED ANCHOR
zMEDMENr ,H NEW 2X4 STUD WALL PROPOSED WORK(OPRNINGS,
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(TYPICAL)w/1/2"SHTG WALLS,CEILING,FLOOR,ETC)
2:m EMBEo EDNT`y` 6111 IG
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® ® AS SELECTED BY OWNER DOOR TESTING PER TOWN
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(ALTERNATWIVE:7/16'0.&B.)
FASTENER TYPE: SPACING: zx STUDS
No.B WOOD-SCREW ��
BASED ANCHOR WITH !e'oC
WINDOW SRL 3n EMBEOMENTLENGTH
TYPICAL WINDOW OPENING No.10WOOD-SCREWS _ — S E KIN 3/4" UBFLOOR
BASED ANCHOR WITH 1z•oc EXISTING
PANEL SPAN EQUAL OR SMALLER nn.EMBEDMENT LENGTH X6 ACQ p)6"O
THAN 4 FEET 114,n.da LAGsaEW EXISTING INSULATE JOISTS 'd-
BASED ANCHOLt WITH 16'aC
CLOSE OFF UNDER
2,n EMBEDMENT LENGTH ® ♦•••
TYPICAL DOOR OPENING r' 0
PANEL SPAN GREATER THAN 4 FEET MULTIPLE ODD ASSEMBLIES FASTE/EtTYPE SPACING:
z-zz4 DFez sr1lDs conNEcrEo 1. 6
AND EQUAL OR SMALLER TOGETHFR INTrH STAINIEss STEEL No.awood-scREw — 12"d18. tr r1
OR GALWNRED BOLTS W/WASHERS BASED ANCHOR WITH rOc
THAN6FEET AND NUS@Y-0O.G Zi.EMBEDMENT LENGTH 0 PIER tL EXISTING ..
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH ra M 1 ;; EXISTING
PANEL SPAN GREATER THAN 6 FEET an.EMBEDMENT LENGTH "7 a d .•;4! e� — rT 1
AND EQUAL OR SMALLER 1/4,n.dia.LAGSCREW — IBBiBy
BASED ANCHOR WITH ]Pat
THAN 8 FEET an.EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL d` U
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" •� .. .. 0
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO •• O rT 1
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 Feiey
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. `
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION, u Z
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Generated by REScheck Web Software W H
Compliance Certificate
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Vol C/J�
Project LASKY
3 O
Energy Code: IECC
Matt
Location: Mattltuck,New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5331 HDD) 1 1/4 O
Permit Date: If
Permit Number: 11/4 1 1/2
Construction Site: Owner/Agent: Designer/Contractor:
3"� LAV. W.0
F.A.I. W.M.
...tlal.4.-.u.w ,-,s..:,,., ,I.!!tl•pdjhs: p:S. .t.te
Compliance: 1.5%Better Than Code Maximum UA: 68 Your UA: 67 Maximum SHGC: 0.40 Your SHGC: 0.31
The%Better or Worse Than Code Index reflects how close to compliance the hWse Is based on code tredeoff rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-Code home
Slab-on-grade tradeof's are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade 11/4 30 11/2
as«mbly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. I C.O.
C.O. I
3
Envelope Assemblies 3
Ceiling:Flat Ceiling or Scissor Truss 264 30.0 0.0 0.035 0.026 9 7 4
Wall:Wood Frame,16"o.c. 392 20.0 0.0 0.059 0.060 18 18 TO APROVED -E-5Z_t
DRAWN BY. D
Door:Solid Door(under 50%glazing) 21 0.280 0.320 6 7 SEPTIC SYSTEM 4"C.I.
Window:Wood Frame 74 0.300 0.320 22 24 TRAP HOUSE
SHGC:0.31
Floor:All-Wood joist/Truss 264 21.0 0.0 0.044 0.047 12 12 9/27/2023
Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other SLOPE" 1/4" PER FOOT PITCH TO DRAIN
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Dale
SCALE: SEE PLAN
PLUMBING SCHEMATIC
SCALE: NOT TO SCALE SHEET N O:
P J UE.E O
4. W
Project Title:LASKY Report date: 09/27/23 m �< s t eLJ
Data filename: Page 1 of 1
cT0 072 7,
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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
RAFTER
WALL STUD
ENDWALL CRIPPLE STUD
BOTTOM PLATE
RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST JIM DEERKOSKI• PE
phone: (631) 298-7116
SIDEWALL RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBLRI 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
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" ZOga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOSS DIRECTION Y U 2 JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY RAFTER AS REQUIRED
SILL PLATES)
/WALL SHEATHING RAFTERS TA
MAINTAIN
WOOD JOIST
' •• •• •• •• •• SIDEWALL FLASHING
FOUNDATION TOP PLATE BLOCKING BLOCKING
• - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER o
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER - LAP FLASHING 2x4 SOFFIT JOIST
AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
�', THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
4INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WTH MESH ONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION.
FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR
8" - 14' LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY4" _ 6" RAFTER RT10 0-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO
ON ALL OPENIIIGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
/ OF FLASHING W
0
2ND. FLOOR WALL W
ROOFING LAPS BASE
FLASHING 4 INCHES
L P BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
/ SIDES 4 INCHES AND LAPS NAILED TO SHEATHING C/ ' > z
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST w � �
T1 TOP PLATE
GIRDER/HEADER O V
SIDE WALL FLASHING WOOD JOIST
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC r ,
AND ALL WNDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD C•�•I
AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS
FLOOR JOIST DEPTH USP NUMBERI DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND O
RAFTER/PLATE RT15 TYDOWN ANCHOR
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8" LSTA36 1-1/4"x36" 18 a. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED AIR PASSAGE 0 r"'1
,
9 KEEP SHEATHING MIN. 1-1/2- C
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WTH
OVER RIDGE TO THE PROPER STEEL CONNECTOR. v l
INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE
CONNECT OVER OF ROOF
PLATE/WALL SPTH4 STUD PLATE ANCHOR TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATES TO EACH STUD
DBL. SILL PLATE
0
TERMITE SHIELD I r SUB FLOOR
SILL GASKET WOOD JOISTS
' NEOPRENE
TYP. CONC. FOUNDATION A CONC. SLAB • GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR 6 MIL. POLY y3 BOLTED TO STEEL BEAM WITH o
y GRANULAR FILL , ,
6MIL POLY ON EXTERIOR s \•� o I 1/2 " DIA. BOLTS ® 48" o.c. STAG.
• y STEEL COLUMN
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STEEL BEAM
v ♦ CONC. SLAB •� ( V
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a ° ^ )% ANCHOR BOLT EMBEDMENT:
POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL
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y COMPACT FILL °• ROOFING LAPS• BLOCK WALL: 15" TOP AND BOTTOM PLATE
•p •
y • • G • � � ' � FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
KEYWAY FOOTING ° A �!•� •. a CONC. FTG. •p Q•p L•' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT
O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583)
D REINFORCING BAR ANCHOR BOLT CONNECTION - 1 3" STEEL COLUMN
FOUNDATION /8" DIA. ANCFOR BOLT I I I ( 10 KIPS )
DRAIN TILE SUPPORTING MAXIMUM SPr-ING FLASHING LAPS
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72" O(
TYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" O( STEEL BOTTOM BEARING
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION /
ALL BOTTOM PLATE TO FOUNDATION
SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS& VENTS DETAIL
SUBFLOOR
CONC. SLAB I DOOR FRAME DRAWN BY: JD
6X6 10/10 WWM GARAGE JOIST
COMPACT FILL DOOR
USE 2X8 STEEL BEAM
FOR BLOCKOUT
4" SLAB
••' W/ 6X6 WMM \
SLOPE 9/27/2023
P.T. PLATE
`� 4"DRIVEWAY —' NOTCH JOIST AND ADJUST HEIGHT
• //
' 1/2" AIR SPACE 4 1 • °• •• O NAILING PLATE IF
E DED)
',••�•" AT END AND a• .' .� ' a TBE APROX. HIGHERTHAN
GRADE ' q ,.s__a__:__ __a__� • ,• • t Y�•p BEAMSES OF WOOD STEEL BEAM TO ALLOW FOR SHRINKAGE ) SCALE: SEE PLAN
• PROVIDE STRAPPING TO KEEP JOISTS ALIGNED
d d d �p
% L='o A' 6X6 W.W.M. ,- - - - +; - r • cnl 4
12" • O • p a a Q • p •p ° np�•� �SUBFLOOR
MIN. j ° •'• �'� �'� �' •° ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ° •
.j, a t REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM at • °••• ° II-II - �pIST
.O �° REINFORCING BAR e . G �.• •
DRAIN TILE I��! lA 0 ° - STEEL BEAM SHEET N O■
12" 's :• SHEET METAL / 30g FELT UNDER BEAM AT PONTPGIN7
OF CONTACT WITH CONCRETE OR CONC. BLOCK •�
4TO
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TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) //4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • " SHIMS TO LEVEL BEAM �J �y
REINFORCE FOOTING WITH (2) $4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEFM GARAGE DOOR BLOC KOUT
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GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS"
NAIL NAIL
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION "
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. 113 RESIDENTIAL
JOINT DESCRIPTION
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required Q•� SPACING NOTES BUILDING USE RESIDENTIAL DWELLING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO T WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL:4-8d COMMO RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA 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 JIM D E E RKOS KI. P E
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 TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)8301.5 phone: (631) 298-7116
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL DESIGN DEAD LOAD(PSF)8301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7
shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH
sound and a weatherproof completed product. P� CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS STORAGE 20 Utso
OVER PARTITION WFCM-SBC LAP NAIL ( ) 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: HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180
E ATTICS WITH FIXED STAIRS 4 EACH FAC
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a Floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3. INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360
SBC END NAIL EXTERIOR BALCONIES AND DECKS
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 studs below,the TO RAFTER WFCM- 40 MASONRY WALLS(8CEILINGS(PLASTER,STUCCO"THICK) 80 ) 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 EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) gs CEILINGS(GYPSUM) L/240
accordance with table 3.3. TO RAFTER END NAIL
GUARDS AND HANDRAILS 200 51P WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(8301.5)PER 20 5Q.IN.200016s EXTERIOR WALLS(PLASTER,STUCCO) W360
(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) U600
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 QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMOI, PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE j
INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE SEE GENERAL NOTE PAGE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMO O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"o.c.at the panel edges and 12"D.C.in the field,and Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 8314 NYS.
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE FIRE PROTECTION
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL SMOKE&CO2 DETECTORS) CARBON MON IXIDE ALARMS TO COMPLY WITH 8315 NYS. O
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON 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 COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate
FLOOR 1015T,BAND 10ISf, 2-16dCOMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
1).The General Contractor and Mason to reviewtans,elevations,details and notes to END JOIST OR BLOCKING
P GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS r '�
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES V
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4-8d COMMPER TOE TO HEAVY MODERATE
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concrete or masonry walls occuring in exterior or unheated interior areas. g)-CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: rT1 w
4).Any new concrete walls being attached to existing concrete structure shall 2-8d COMMO SHEATHING LOCATION F•ly
with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
yBLOCKING 2_8d COMM EACH TOE ^
5).Unless otherwise noted,all slabs l grade to be 3000 mesh
r.Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 H H/
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY:
o Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS) uu
to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3-16d COMM INTERIOR ZONE 8d COMMON @ 6"O.C. d COMMON @ 12"O.C. 1� W
anchored on to of the beam or slope connectors shall be attached to each raker-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD w
6"maximum lifts(layers). P P g v,
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMC
attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area.
DECK AND COVERED PORCH NOTES: JOIST°NLEDGER 3.8dcoMMo' PER Toe NOTES
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL <
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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r+�l
the below grade portion of exterior walls prior to backfilling. All fastener,hangers and anchors to be alvinized or stainless steel. 3-lbd
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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 current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
P SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 Q
Girders on concrete piers shall be anchored with proper steel connectors anchored L�
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. r-'� C�
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C.
3).Posts supporting girders shall be anchored to a 12"x12"x12" w O
1).All framing techniques and methods as prescriptive design of current SBC High Wind thick concrete footing. JOINT DESCRIPTION NAIL NAIL ry
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch D.C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 0 E
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURALPANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. v l H{•(
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
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Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION O
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
5).A minimum of 10 inch Flashing shall be installed between the building and ledger. NAIL NAIL
otherwise. JOINT DESCRIPTION
Ledger e e fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS)
where needed. 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C.
4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
( ) g Id COOLERS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.C.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.
openings.LVL headers to have(3)jack studs and(2)full length studs on each side ofcim
WALL SHEATHING:openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 4'1 and 60 and 2x6 wall openings between 5'11 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. O
and blocking where applicable. QTY. SPACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9
5).All flush beams headers to be installed with heavy du alvinized hangers and 8d COMMONbe For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
) �'Y tYg g PANELS WFCM•SBK
anchors where applicable to all connecting joists. PLUMBING NOTES be used.
7/16"OSB 6d COMMON 3"O.C.EDGE nK
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu I).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 tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. n
on plans. WALLBOARD 10 O.0.FIEILD i�ill�
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical).
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 DESCRIPTION QTY. SPACING 1).PROVIDE 5/8•TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
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.
where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL I-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES 1"OR LESS sd COMMo 12"O C.FIELID (5.7 SQ.FT.2ND.FLOOR)
9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44'SILL-AFF
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES:
NYS Residential Code provided
1- cut off all concealed draft openings(both vertical and horizontal)
10.Provide insulation baffles at eave vents between rafters.Install draft blocking requirements. NOTE: and to form an effective fire barrier between stories,and between atop story and the roof space.
g as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Flreblocking shall be provided In wood-frame construction In the following locations.
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
r).In concealed spaces of stud walls and partitions,inducting furred spaces,at the ceiling and floor
11.Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment supplier. levels.concealed horizontal firmed spaces shall also be firebl«ked at intervals not exceeding 10
p y 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed D R/1st N BY. D
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 rsrvs of studs or staggered cords.
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 betweconcealed 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 en TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings.
ELECTRICAL NOTES: membersar capacities,shlnailing rd,or
ernatents structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between Hair Wringers at the top and bottom of etre con.Enclosed spaces
over subfloor as per manufacture's instructions. 1).All electrical i0 be Installed a5 per N.Y.S.Residential Construction Code. such as shear plates,shall be used t0 maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.V.S.Residential Code.
DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 9/27/2023
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12•LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
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 fireblockin of chimneys and fir
to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. g eplam,as required by current N.Y.S.Re idential Code. SCALE: SEE PLAN
3).All electrical work to comply with 2014 NEC. P
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
torch down type material over. and 11315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE SHEET N O.
be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP
AND BASES.USE WITH FLASHING CAPS TO
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