HomeMy WebLinkAbout46871-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 #: 46871 Date: 9/24/2021
Permission is hereby granted to:
Fischetti, Vincent
650 Spring Ln
Peconic, NY 11958
To: Construct addition to existing accessory garage as applied for and per Trustees #9970.
At premises located at:
650 Spring Ln, Peconic
SCTM #473889
Sec/Block/Lot# 86.-5-6
Pursuant to application dated 9/16/2021 and approved by the Building Inspector.
To expire on 3/26/2023.
Fees:
ACCESSORY $364.00
CO-ADDITIONS TO ACCESSORY BUILDINGS $50.00
Total: $414.00
Building Inspector
a TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502tt� . o�tholton _
Date Received
APPLICATION FOR BUILDING PERMIT
i
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For Office Use Only
{
PERMIT NO. `- Building Inspector- IS E P 2021
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date: "� l>6 g
OWNER(S)OF PROPERTY:
Name: vlN� SCTM# 1000- �
Project Address: �'� S .' � ��trts ere Lf,/ t tQs�
Phone#: �� � �ypv I Email: (/,'p c.p6lZ/l c1ce-1i
Mailing Address: Cy-;10 Vp o'IC' Aee'A'rc /cy t
CONTACT PERSON:
Name: -S44A1 00
Mailing Address:
Phone#: Email;
DESIGN PROFESSIONAL INFORMATION:
Name: `70<,Z,A �-ts�.�y �•
Mailing Address: 172 T 1-1-`,° 174 Soit
Phone#: Vr ✓?1-- Email:LrJ
CONTRACTOR INFORMATION:
Name: 12��s,r ('rS`l WfL`�rts.
Mailing Address: 1.13 lo✓if S'Zsgre T
Phone#:6 �' ��? Email: I/'!{1St' Cove 0— y/$ 'Ael
DESCRIPTION OF PR OSED CONSTRUCTION
I env Structure iiAddition -]Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other CCS € r
Will the lot be re-graded? ❑Yes 40 Will excess fill be removed from premises? ❑Yes Alo
1
PROPERTY INFORMATION
Existing use of property: 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 ❑No 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 an premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): ��— ❑Authorized Agent Q{�wner
Signature of Applicant: Date: q �
STATE OF NEW YORK)
COUNTY OFA x )
4
� ) CC � he ( being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) arb�ove named,
(S)he is the 1`�
(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
( 202
E
otary Public
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
DRODERTY OWNER AUTHORIZATIONNO.01DW630690o
QUALIFIED IN SUFFOLK COUNTY
(Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,
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
2
rot
Town Hall Annex Telephone(631-1802
54375 Main Road Fax(631) 734-9502
P_ O. Box 1179
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner:
Location of Property:
Please take notice that the (check applicable line):
New residential structure
Addition to existing residential structure
Rehabilitation to an existing residential structure
to be constructed or.performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor rb fearing (FR)
3 t
Signature: _
Nameerson thi , fo/m): �
(P submitting
Capacity(check applicable line):
Owner
} 3 Owner representative
TrussResReg15.docx Effective 1/1/2015
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �❑
Division of Environmental Permits,Region i [ 1 FE C E
111
SUNY,a,Stony Brook.50 Circle Road.Stony Brook,NY 11190
P (631)444-0365 I F:(631)444-0360 OCT 2 6 2015
www.dec,ny.gov 1
NO PERMIT NECESSARY i
I
- BLDG DEPT
October 19, 2015 TOWN OF SOUTHOLD
Mr. Vincent Fischetti
448 Joan Court
West Hempstead, NY 11552
Re: UPA#1-4738-02693/00005
Owner—Vincent Fischetti
flity=-60 Sprang tame SCTM#1000-86-5-6
Peconic(Richmond Creek)
Dear Mr. Fischetti:
The Department of Environmental Conservation (DEC) has completed a review of your proposal
to construct a detached garage accessory to an existing dwelling located more than 75 feet from
tidal wetland boundaries, as shown on the survey prepared by Nathan Taft Corwin last revised
.9/24/15.
Based on the information you submitted, DEC has.determined that the project.is listed in the
Tidal l�etlands Land Use Regulations (6NYCRR Part 661.5#50)as a use not requiring a permit.
Therefore,no permit is required under the Tidal Wetlands Act(Article 25)of the Environmental
Conservation Law and the application fee check is returned herewith (to Vincent Fischetti).
Be advised, any additional work or modification to the project as described, may require DEC
authorization (specifically, if other structures shown on the above survey as proposed.
were not constructed pursuant to previous permit#1-4738-02693100003 which-expired
917111, a new permit is required).. Please contact this office if such activities are
contemplated.
Please note that this letter does not relieve you of.the responsibility'of obtaining any necessary
permits or.approvals from other agencies or local municipalities.
Sin el ,
Laura Scovazzo
Deputy Permit Administrator
cc: Suffolk Environmental Consulting,•Inc. L
BOH-TW
File
MYORX Departmentof
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Conservation
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BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD NEW YORK
Oil
PERMIT NO. 9970 DATE. AUGUST 18,2021
ISSUED TO: VINCENT FISCHETTI
ARMA
PROPERTY ADDRESS: 650 SPRING LANE.PECONyIC v
SCTM# 1000-86-5-6
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 18, 2021, and
in consideration of application fee in the sum of$250.00 paid by Vincent Fischetti and subject to the Terms and
Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the
i b following: '—w
Wetland Permit for the as-built 300.Osq.ft raised slate patio on the southeasterly side of the
existing dwelling; as-built X40.0 linear feet at maximum height of 2.0' slate wall located along ?
the seaward side of the raised slate patio; as
reconfigured/expanded t740Asq.ft. slate
patio at grade in sand; as-built 33.Osq.ft.slate steps; as-built 6.6'x6.9' spa; as-built
northeasterly 428.4sq.ft. slate patio in sand; as-built 102.0'x2.0' (40sq.ft.) northeasterly slate
squares walkway in sand; as-built 30.5 linear feet at a maximum height of 0.5' slate wall; as-
built two (2)25.0' long at a maximum height of 4.0' sections of white picket fencing; and for a
proposed b60.0sq.ft. garage addition; establish and perpetually maintain a 15' wide non-turf
buffer along the landward edge of the tidal wetland boundary; and as depicted on the curve
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prepared by Nathan Taft Corwin III Land Surveyor, last dated August 13,2021,and stamped _�
VW approved on August 18,2021. a_
7 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these
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presents to be subscribed by a majority of the said Board as of the 18th day of August,2021.
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Glenn Goldsmith, President � � ��
a � ` �� Town Hall Annex
A. Nicholas Hrupski.Vice President �' �� � 54375 Route 25
P.O. Pox 1179
John M. Bredenieyer III Southold.New Fork 11971
Michael J. Domino
Greg Williams Telephone (631) 765-1892
pp�� Fax(631) 765-6641
OUN s ®
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BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
August 23, 2021
Robert W. Anderson
Suffolk Environmental Consulting Inc.
P.O. Box 2003
Bridgehampton, NY 11932
RE: VINCENT FISCHETTI
650 SPRING LANE, PECONIC
SCTM# 1000-86-5-6
Dear Mr. Anderson:
The Board of Town Trustees took the following action during its regular meeting held on
Wednesday, August 18, 2021 regarding the above matter:
WHEREAS, Suffolk Environmental Consulting, Inc., on behalf of VINCENT FISCHETTI applied
to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold
Town Code, the Wetland Ordinance of the Town of Southold, application dated June 24, 2021,
and,
WHEREAS, said application was referred to the Southold Town Conservation Advisory Council
and to the Local Waterfront Revitalization Program Coordinator for their findings and
recommendations, and,
WHEREAS, the LWRP Coordinator issued a recommendation that the proposed garage be
found Consistent with the Local Waterfront Revitalization Program policy standards, and,
WHEREAS, the LWRP Coordinator recommended that the proposal action be found
Inconsistent with the LWRP, and,
WHEREAS, the Board of Trustees has furthered the Local Waterfront Revitalization Program
policy to the greatest extent possible through the imposition of the following Best Management
Practice requirements: the issuance of a permit for the structures; the installation of a non-turf
buffer; and,
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on
August 18, 2021, at which time all interested persons were given an opportunity to be heard,
and,
WHEREAS, the Board members have personally viewed and are familiar with the premises in
question and the surrounding area, and,
7
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and,
WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold
Town Code,
WHEREAS, the Board has determined that the project as proposed will not affect the health,
safety and general welfare of the people of the town,
NOW THEREFORE BE IT,
RESOLVED, that for the mitigating factors and based upon the Best Management Practice
requirement imposed above, the Board of Trustees deems the action to be Consistent with the
Local Waterfront Revitalization Program pursuant to Chapter 268 of the Southold Town Code,
and,
RESOLVED, that the Board of Trustees APPROVES the application of VINCENT FISCHETTI
for the as-built 300.Osq.ft raised slate patio on the southeasterly side of the existing dwelling; as-
built ±40.0 linear feet at maximum height of 2.0' slate wall located along the seaward side of the
raised slate patio; as-built reconfigured/expanded ±740.Osq.ft. slate patio at grade in sand-, as-
built 33.Osq.ft. slate steps; as-built 6.6'x6.9' spa; as-built northeasterly 428.4sq.ft. slate patio in
sand; as-built 102.0'x2.0' (40sq.ft.) northeasterly slate squares walkway in sand; as-built 30.5
linear feet at a maximum height of 0.5' slate wall; as-built two (2) 25.0' long at a maximum
height of 4.0' sections of white picket fencing; and for a proposed 660.Osq.ft. garage addition;
establish and perpetually maintain a 15' wide non-turf buffer along the landward edge of the
tidal wetland boundary; and as depicted on the survey prepared by Nathan Taft Corwin III Land
Surveyor, last dated August 13, 2021, and stamped approved on August 18, 2021.
Permit to construct and complete project will expire two years from the date the permit is signed.
Fees must be paid, if applicable, and permit issued within six months of the date of this
notification.
Inspections are required at a fee of$50.00 per inspection. (See attached schedule.)
Fees: $50.00
Very truly yours,
GleXGol�dsmith4d,_
President, Board of Trustees
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FINISHED SLAB TO MATCH EXISTING.CUTOUT SLAB
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DRAWN BY: )F
8/26/2021
SCALE: SEE PLAN
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SCALE: 1/4"1/4" = 1'-0° `�� ��' . SHEET N O.
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3.FRAMING TO BE(2)2X4 DF#2@16"OC CK
4.PLT HEIGHT TO BE 8'-9"(MATCH EXISTING). ,-_---------------------------------------------i
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5.EXTERIOR SHEATHING TO BE 1/2". , 1
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6.PROVIDE(3)STUDS ON EACH SIDE OFOVER-
HEAD DOOR OPENING.
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7.GIRDER TO BE SUPPORTED WITH(5)STUDS '
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ON EACH SIDE.
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8.DEBRI-PROTECTION PER CODE DRAWN BY: JF
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SCALE: SEE PLAN
PROPOSED 1ST. FLOOR PLAN �;oF EN wY:
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2.2X8 DF#2 TIES @16"OC,7'-6"AFF EXISTING (n cc Q (o
3.ASHPALT ROOFING w/154t FELT.USE ICE U)
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4.INSTALL GUTTER w/DOWNSPOUTS,TIE
INTO DRYWELL PER CODE. VJ
DRAWN BY: IF
8/26/2021
PROPOSED ROOF PLAN
SCALE: 1/4" = 1'-0" SCALE: SEE PLAN
P�4 �t�cf�F1�9� SHEET NO:
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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 RECCMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
ENDWALL RAFTER
e CRIPPLE STUD
WALL STUD r •""� O
RIDGE BOTTOM PLATE v
HEADER LEDGER BATHTUB T
SIDEWALL DOUBLE JOIST
JACK STUDS RAFTER
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 14
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS r� ^
CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 7�v
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP mi
USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION !!!ll��iiZZ`iii ^
2ND. ADS5 APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR r
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EAH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.HE FLOORS TO EACH OTHER W/ THREADED ROD. RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ■d /� a
2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING (024'OC W O
WALL STUD
THROUGH-ROOF EXHAUST O
VENTS SELECTED AND
METAL STRAP LOCATED BY CONTRACTOR �/�
CRICKET AT TOP-SIDE OF r ^ u /
VENTILATION CHANNEL v ) O
RIM BOARD CHIMNEY RAFTER AS REQUIRED
SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN � r/1
VENTILATION V J
SIDEWALL FLASHING
FOUNDATION � _ - � _' -' TOP PLATE BLOCKING WOOD JOIST L
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STARRING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
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
INSTALL 4'0" O.C. �.'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
4" - 8" LSTA24 -1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
ON ALL OPENINGS RESISTANT METAL MESH WITH MESH
PROVIDE HEMMED EDGE AT _ OPENINGS OF +/a INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER °ESC RIF TION APPL'C ATION
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVE
�, GAP TO PREVENT CAPILLARY
ON ALL OPENINGS / '0 10-3,4" - 6" RAFTER RT, i CONtECT TO
ACTION 4" r. 18ga. TYDU'rVN ANCHOR
INSTALL 4'0" D.C. ACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
/
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 CONtECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS
-1/8° x 20ga. TYDOWN ANCHOR
ON ALL OPENINGS. KEEP ROOFING NAILS OUT -ACF- RAFTER SOFFITED EAVE DETAIL
2ND. FLOOR WALL OF FLASHING
—•� ROOFING LAPS BASE
FLASHING 4 INCHES � \
BASE FLASHING WRAPS CORNERS, RAFTER
EXTENDS UNDER SHINGLES AT RIDGE CAP OF SAME
SIDES 4 INCHES
AND LAPS
MATERIAL AS ROOFING
/
SHINGLES AT BASE MIN. 4 INCHES NAILED TO SHEATHING
THROUGH VENT ,
WOOD JOIST
TOP PLATE
SIDE WALL FLASHING
GIRDER/HEADER
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS®48"OC
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WOOD JOIST
FLOOR JOIST DEPTH JSP NUMBER DESCRIPTIONAPPLICATION AND RAKES PROVIDE HEMMED EDGES SO
WALL STUD
D
AS TO FORM DRAINAGE CHANNELS AND RAFTERS
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION „ ,
8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMDER DESCRIPTION APPLICATION PRE-MANUFACTURED W
ON ALL OPENINGS KEEP SHEATHING MIN, 1-1/2" A,
CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH (\J�)
INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
8" - 16° MSTA48 -1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS f n }
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS Z Z
PLATES TO EACH STUD
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DBL. SILL PLATEui r ,
TERMITE SHIELD I �► ■ —i X -i N
SILL GASKET SUBFLOOR V/ O O
WOOD JOISTS V�
TYP. GONG. FOUNDATION n CONE. SLAB NEOPRENE S�� �•y•�
DAMPPROOF EXTERIOR 6 MIL. POLY GASKET • ' O W
V GRANULAR FILL 2xr) /2x80 OSTEENUBEAMWOO;H PI
6MIL POLY ON EXTERIOR , s ". , / ATE
' V ^ \� STEEL COLUMN ., !•p I O [�
'p • d I • ,d e, :e ` �, 1/2 " DIA. BOLTS O 48" o.c. STAG. O
ROOF JACK `♦ a,a. cl) EL W 0
o v � ♦ CONE. SLAB ' 'p _ d.° � � " I I1� `a STEEL BEAM co
t ° \.p ANCHOR BOLT EMBEDMENT:
COMPACT FILL
•p V r 1 " r � = POURED CONCRETE: 7"
• a. 4" x1 4" x8" ST O
• s BLOCK WALL: 15" / EEL
TOP AND BOTTOM PLATE
KEYWAY FOOTING a•° V A � C•p �• p � CONE. FTG. •p •d�•p lte• ^ ° F��SHINGFING LATS
s ;O USE WITH 3x3 SQUARE WASHERS SIDES AND TOP WITH 1/2" x 6" ANCHOR BOLT
ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 1/2" GROUT
p REINFORCING BAR
DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I 3" STEEL COLUMN
yj
SUPPORTING MAXIMUM SPACING FLASHING LAPS L F ( 10 KIPS )
SILL PLATE TO FOUNDATION i STORY 72'� OC ROOFING AT BOTTOM '
CRAWL SPACE OR FOUNDATION
TYPICAL CONE. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
WHERE NEEDED FOR STRUCTURAL BRACING.
MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"02" CONE. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC
STEEL/ BOTTOM BEARING
JALL BOTTOM PLATE TO FOUNDATION
SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
CONE. SUBFLOOR
SLAB I
6X610/10 WWM I '-- DRAWN BY: JF
COMPACT FILL GARAGE DOOR FRAME
DOOR JOIST
USE 2X8 STEEL BEAM
FOR BLOC KOUT �/��/�0�1
P.T. PLATE 4" SLAB/••, W/ 6X6 WMM \I SLOPE
'
4
1/2" AIR SPACE • "DRIVEWAY
' e NOTCH JOIST AND ADJUST HEIGHT
' •,�'� AT END AND 1 7 1 2" • •. (WITH A NAIIING PLATE IF NEEDED)
GRADE " a ,•=--a------cx-� • — _a "� —a T•— a c' , = BEAMS d eGse °C:• .e• • • (PRSTEEL OVIDE STRAPPING FORJSHRINKAGE
HAN SCALE: SEE PLAN
a__ L�•p ES OF WOOD • • • ► TO BE APROX. 1 2" OR HIGHER
= 6X6 W.W.M. • ° O ( ALIGNED)
MIN. C _ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p .O ,----SUBF"LOOR
•a R s ° �'p �'p ^•' NOTCH EQUALS 1/4 DEPTH OF BEAM + • ° se
a REINFORCING BAR
•P REINFORCING BAR s•• ed p•°•e s ° II-11 IST
DRAIN TILE 1i ►I _ • e (� • SHEET N O■
12 '° :_• SHEET METAL / 30# FELT UNDER BEAM Al POINT • d()• O °O•° —
OF CONTACT WITH CONCRETE OR GONG. BLOCKc2niQi EEL EAM
TYPICAL CGNC. MONOLITHIC FOUNDATION. REINFORCE WITH 2 4 REINFORCING BARS _ LATE (BO ED TgfBhAl) ^' '� w
O # THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °. SHIMS TO LEVEL BEAM 7 J ( 'Y
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MIIJ'MUM HEARING SI RF ACC FOR WOOD BEAM GARAGE DOOR BLOCKOUT �� 0
BEAM POCKET �-.
`t•�� �... U525,� ��C�
NAILING SCHEDULE PLAN CONTENTS: W
GENERAL NOTES WIND FRAMING NOTES O
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING V W Imo,
JOINT DESCRIPTION NOTES (/"-'
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 (SEE PLANS
TOP PLATE 10'WALL:4-Sri CON.MO RAFTER )
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 TOE-NAIL ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE +
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d CONMO JOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES w
i
FRAMING ELEMENTS
CEILING JOIST TO AS PER TABLE 3. EACH FA E
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 � DESIGN LIVE LOAD(PSF)R301.5DESIGN DEAD LOAD(PSF)R301r Z
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 ISO ( �
UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLSALLS ALLOWABLE DEFLECTION OF STRUCTURAL 15 RAFTERS GREATER THAN 3:12 PITCH L/180 v {�
sound and a weatherproof completed product. shall 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 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 ATT3o ICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180
ATrlcs WITH FIXED STAIRS sa■.r �y
meets current 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 3A EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 ^
TO RAFTER V'JFCM SBC END NAIL EXTERIOR BALCONIES AND DECKS 40CEILINGS(PLASTER.STUCCO) U360 H H
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 MASONRY WALLS(8"THICK) Bo
s FIRE ESCAPES 40 CEILINGS(GYPSUM)
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 BLOCKTO RAFTER,NG EACH TOE CONCRETE WALLS(6"THICK) 85 ) v2ao
accordance with table 3.3. 2-8d COMMON! EACH
IN-PILI COMPONENTS 50 GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240
END NAIL SIP WALLS 10 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END VEHICLE GARAGES(R301.5)PER 20 SQ.IN.200016, EXTERIOR WALLS(PLASTER,STUCCO) W360
2-16d COMMCN PASSANGER VEHICLES 50 EXTERIOR WALLS BRITTLE FINISHES F'r
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL ( ) Wzao w
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
g engaged p P WALL FRAMING: SLEEPING ROOMS 30 ) . •
4.The designer has not been en a ed for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete LINTELS(SUPPORTING MASONY WALLS U600 V
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 In
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 v l %10/0
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 QTY. SPACING �/
P q DESIGNED FOR EXPOSURE C O
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY )
p p p p g P2-16d COMMONU_
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 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
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 I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
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 COMMON P PP SPUD O.C. NAIL
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMDN 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
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 It EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
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
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
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: PER TOE TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
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 COMMON END NAIL SHEATHING LOCATION 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. BLOCKING 2-8d COMAT PANEL EDGES SUPPORTS IN THE PANEL FIELD
.MO EACH TOE
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..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
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE (BOTH FIELDS)
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 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. SEE NOTES:1 B
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
6"maximum lifts(layers). alongthe open ceiling art of the building.Connections to the ride and wall shall be be GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
P g P g• g LEDGER STRIP EACH FACE @
6).Crawl spaces to at provided with r minimum.of
access opening.Install one attached with the above requirements. 3-16d COMMO
8x16 cast iron foundation vent for every 150 sq.ft.of area. TO BEAM JOIST NAIL
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-BdCOMMON PER TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM I 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
a
All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMONN
the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST 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,
2).Girders for deck joists to be bolted to each post with washers and nuts. BAND J0I5T TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
8).Drainage as required by current N.Y.S.Residential Construction Code. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 2-lbd COPAMO FOOT SEE NOTE:1 LWI.I
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEA I 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
NAIL NAIL For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION -
Edition Wood FramingConstruction Manual. QTY. SPACING 3.Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. ) P g g g
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. `-' (� 7
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. Z
WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: z r- Lo
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. W C
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE Q CV
SHEATHING LOCATION NOTES
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 ,� X
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION r� /�
g g QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) V/ Q O O
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS %_ Z CO
Bearingwall headers to have 2 jack studs and 2 full length studs on each Side of all WALLBOARD 10"O.0 C.
FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3
( )) ( ) g 6).Concrete piers shall be a minimum 6"above grade. O
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: r
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 O M
openings between 4'1 and 60 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. ``^^ O (�
and blocking where applicable. QTY. SPACING vJ r^
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8dCOMMON U)AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall W
5).All flush beams headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBCLL
anchors where applicable to all connecting joists. PLUMBING NOTES be used.
7/16"OSB 6d COMMON 3"O.C.EDGE O
6).Double up 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 n/
Floors to have ceramic file 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. LL^•
WALLBOARD Sd COOLERS 10"D.0.FIELD D-
on plans. 2 Verify septic stem 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.
7).Provide 2-1.3/4"thick microlams(height to match floor joists)around stairwell and/ r )• �' P y g � P PP FLOOR SHEATHING:
other access openings unless otherwise noted(typical).
3).If wall studs,plates or joists are cut out during installation for an plumbing related work,
P 1 g Y P g NAIL NAIL
JOINT DESCRIPTION
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates en protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND OC ANCHORS WITH Z-MAXK FIRE STOPPING AT I RIP LEIMUM D15TANCES FOR NON ACCESSIBLE PROTECTIVE 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 EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES 1"OR LESS 8d COMMO ,2"O.C.FIELD (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 rovideR302.1- cut o OCKING REQUIRED
Fireblocking shall be provlded to cut off all concealed draft openings(both vertical and horizontal)
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. R C
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. 1).In concealed spaces of stud walls and partitions.Including furred spaces,at the ceiling and Floor DRAWN V\W N BY r
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as freblocking in walls constructed
CDX exterior sheathingrade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs.
g P Y'N Y`N P 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
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILLTO 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,Wallin requirements for Structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 8/26/2021
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
member
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: P g s shall be doubled,Or alternate connectors, 3).in concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
over subfloor as per manufacture's instructions. such as shear platesshall be Used t0 maintain load path2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain 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 ceiling and Boor level,to resist the free passage of SCALE: SEE PLAN
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
members,the tabulated number of nails shall be permitted 3 DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5
to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. )INCLUDING SUBFLOOR,IS COMPLETE. ).For the firebiocking of chimneys and fireplaces,as required by current N.vs.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
torch down type material over. and R315 of IRC.
SHEET
♦„J H E E T N O■
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G 0 N e t1,0
be installed with a foam sill gasket and cop-r-sex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP �-
AND BASES.USE WITH FLASHING CAPS TO
COVER TOP "
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