HomeMy WebLinkAbout48492-Z � Itd�t �P
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
4 r TOWN CLERK'S OFFICE
X99'„ 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#: 48492 Date: 11/15/2022
Permission is hereby granted to:
Scotto Joseph
1375 Country Club Dr
Cutcho ue, NY 11935
To: construct additions and alterations to existing single-family dwelling as applied for per
Trustees approval and DEC NJ letter.
At premises located at:
8380 Great Peconic Bay Blvd, Laurel
SCTM #473889
Sec/Block/Lot# 126.-11-20
Pursuant to application dated 9/16/2022 and approved by the Building Inspector.
To expire on 5/16/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,141.60
CO-ADDITION TO DWELLING $50.00
Total: $1,191.60
B u i ding pctor
,a
����.DE1iG P.Ii:k�t�.N-1
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone(631)765-1802 Fax (631) 765-9501 l°itt s:// +Nw. outiioldf vi tt .go
Date Received
•
APPLICATION FOR BUILDING PERMIT
For�t;��Use Oni,
mm
YtKPAI It wi Build,ing Inspector;
J
Applications and forms must be filled out in their entirety. Incomplete �r
annliratinnc will not hp arrPntad WhPro tha Anniirant is not tho nwnPr_an 9i 1
IL Owner's Authorization form(Page 2)shall be completed.
[_Date:
OWNER(S)OF PROPERTY:
C�-1
Dh., a+1• C.,..�ilw
( ZI 7S — 1 Se L6P.
Mailing A�IrirPcc• � �
CONTACT PERSON:
Name: J,
Mailing Address: &VI716 .1-1,814d ky mw
Phone#: Email: ��JLLF��9��Qo/SCO
......-._. _ ------------------- .._. _... .. .. _........ ..-A ._........ ..-. ..-. -.- -.,.,.----, ...-......_...
DESIGN PROFESSIONAL INFORMATION
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/'/ll►ITDA/'r/lD INIC/1R11AAT1lll►1•
Name:. - ► ami l
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
1 I ❑New Structure C&Addition ❑Alteration ❑Repair ❑Demolition I Estimated Cost of Project:
w w M Vl tiM+X➢YiM
Will the lot be re-graded? ❑Yes CRNo Will excess fill be removed from premises? XYes ❑No
1
PROPER f Y INFORMATION
Existing use cf pTapert-r. Ifrtend-ed use Of property: .-L
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to II
N this property? FlYes X' ,,No IF YES; PROVIDE A COPY_
t,.iieck Box After, Re din, ;;; Tha nw r./rnnrrartnr/dvKi-an nmfaccinnal ie rrennncihl*for all rlrainarra and 0 —tar iccije at nrm-ig6el 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 appricant agrees to comply with aft appYicable laws,ordinances,buiiding code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
puaisUDgie M a k4MU M rnisriemeanw pursue - _ ..
*m�LWn�..y^9T..Tl�.IIIPJY SiS1rK-]r�i�..Y4ilal 1aY1.
b i' } iO 1 1 r_ I I
fte�cfof'r 1l lrri� �8'�¢ i e°).��- " � t r1Af9�ififlrtze$r+ �Pt Aiowner
STATE OF NEW YORK)
SS:
COUNTY OFS' j� I�— )
—5o C L 0-+-+10 being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S fQ1s the ow K1�
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 therewit� ,`
BARBARA H.TANDY
Sminm hafnrp mp thic Notary Public,State Of New York
No. OITA6086001
Qualified in Suffolk Cilunly
_day of 20 c1 Z1. Commission Expires 01/13/20
Notary Public
PROPE]i ry OWN I'; °°IInIjICIIID, mrlli
(Where the applicant is not the owner)
11 .. ........a _.......... . ..� ... ......... 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
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BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD, NEW YORK
PERMIT NO. 10201 DATE: AUGUST 17.2022
r ISSUED TO: JOSEPH F. & LINDA SCIOTTO r
� I P
r'r PROPERTY ADDRESS: 8380 GREAT PECONIC BAY BLVD.,LAUREL,
SCTM#1000-126-11-20
AUTHORIZATION
rw� r r f
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 17, 2022, and ^a
in consideration of application fee in the sum of$250.00 paid by Joseph F. & Linda Sciot p, and subject to the
Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits
r the following: x
Wetland Permit for the existing 2,011sq.ft. two-story dwelling with a 400sq.ft. second
floor balcony, a 7'x24' west side porch, a 3'4"x10' stoop on seaward side, an existing
6'8"x6'7" outdoor shower, and an existing 6'x7'4" Jacuzzi; remove existing garage and
F shed; construct a new 1,166sq.ft. two-story addition onto the landward side of existing
r ^' ; dwelling on top of a 4” reinforced concrete foundation slab with a proposed one-story d
10'x12' shed attached to landward side of addition; the existing 14 8 x15 4 front
porch to be expanded an additional 8121"x10' to connect to new addition; and to install
gutters to leaders to drywells for the addition; with the condition that any trees
removed are replaced with a one to one native species tree replacement; and as r-
�` depicted on the site plan prepared by Mark K. Schwartz, AIA dated June 15, 2022, and '° '
;Y stamped approved on August 17, 2022.
i, IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed, and these u
presents to be subscribed by a majority of the said Board as of the day and year first above written.
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,. ri � �1' w;a.✓,' 11 �^' r �y a, ,...� ?7�ys" rrxil,;' r r �r J
New York State Department of Environmental Conservation AM
Region '1 Headquarter! Qome
SUNY, Building 44, Stony Brook, NY 11794
DATE: �J,ia'C <,I
ti P71.-/l. x � �r �� �. Re. 171
NOV 2 31992
Dear
.,
A review has been made of your proposal to:
et e't
Based on the information you have submitted, the New York State Depart.rnerft
of 1! vironmental Conservation has determined that the parcel
project is:
Greater than 300' from inventoried tidal wetlands.
\4n— Landward of a substantial man--made structure & x ,.�
greater than 100' in length which was constructed prior to 16 -
Landward of the 10' above mean sea 'level elevation contour on a
gradual , natural, slope.
Landward of the topographic crest of a bluff, cliff or dune which i:c
greater than 10 ' in elevation above mean sea level .
Therefore, no permit is requiredL under the 'tidal Wetlands Act (Article 21)
of t(ie' Environmental Conservation Law) . Please be advised, however, that
no construction, sedimentation or disturbance of any kind may take place
seaward of the 10' contour or topographic crest without a permit. It i,
your responsibility to ensure that all necessary precautions are taken Lo
prevent any sedimentation or other alteration or disturbance to the
ground surface or vegetation in this area as a result of your project .
:Such precautions may include providing adequate work area between the
10' contour or topographic crest and the project (i.e. a 15 ' to 20 ' wide
construction area) or erection of a temporary fence, barrier , or hay
bale berm.
Please note that any additional work, or modification to the project as
described, may require authorization by this Department . Please contact_
this office if such are contemplated.
Please be further advised that this letter does not relieve you of the
responsibility of obtaining any necessary permits or approvals from other
agencies.
Very truly yours,
Deputy Regional Permit Administratc)r
k,
�! s REVISIONS:
SCTM # 1000-126-11-20 Askag
DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL:
PROPERTY: 30,958.3 SQ.FT.
PROPERTY WETLANDS: -1445.8 SQ.FT.
BUILDABLE PROPERTY: 29,512.5 SQ.FT.
ESTIMATED AREA OF 14000 SQ.FT.
GROUND DISTURBANCE:
EXISTING HOUSE: 1970.6 SF 6.7%
EXISTING NORTH PORCH: 224.8 SF 0.8
EXISTING WEST DECK: 174.0 SF 0.6%
EXISTING SOUTH STOOP: 35.4 SF 0.1%
EXISTING O.D.SHOWER: 46.7 SF 0.2%
EX.2ND.FL.SOUTH BALCONY 202.0 SF 0.7%
EXISTING POOL: 522.7 SF 1.8%
EXISTING HOT TUB: 44.0 SF 0.2%
[3220.2 SF1 [11.1%]
O
GARAGE TO REMOVE: -443.0 SF
SHED TO REMOVE: -39.1 SF -
1-482.6 SF] W
�+. PROPOSED ADDITION: 1166.1 SF 4.0%
PROPOSED NORTH PORCH: 79.6 SF 0.3%
PROPOSED ATTACHED SHED: 120.0 SF 0.4%
[1365.7 SF1 [4.7%] O
PROPOSED DRYWELLS: 2-8'dia,4'deep
too
C\ EX.GARAGE EX.SHED TO S 26O 591 00 TOTAL: 4585.9 SF 15.8%
11 E TO BE REMOVED BE REMOVED 3 2 8.17'
______________________ (J
METES AND BOUNDS BY: MICHAEL MINTO, L.S.
r - - ---------
/ - � _ __ I EX.AC UNITS 0 SURVEY DATE: SEPTEMBER 18, 2014
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_ 58 4' a y� a 2ND:FL.BALCONY
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PROPOSED
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EXISTING 1 X 34 \
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WASHOUT 10 0' PROPOSED ' F
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(PERMEABLE)
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AT 100%WATER RUNOFF:303 CU.FT.
PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS
7 DRYWELLS CAPACITY:338 CU.FT. EMN4
1=1
OGEE GUTTER-STANDARD 5"
NOTES: V
G n® 1).EXECUTION:ADO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. O
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Bn 2).PREPARATION: �
A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
/`-
Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
METALS WITH PROTECTIVE BACKING PAINT.
3.INSTALLATION:
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN,
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND V
ACCESSORIES.
B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT x
CONNECTORS.
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL �y
CONNECTION WATERTIGHT.
DRY WELLS TO BE 10'MIN. 4).PROTECTION:
AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
COMPLETION.
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SHEET NUMBER:
A-6
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SHEET NUMBER:
A- 7
REVISIONS:
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JOB#:
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SHEET NUMBER:
A- 8
REVISIONS:
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Generated by REScheck-Web Software
Compliance Certificate x U
2"I 0 o a I r�l
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O O O O 2" O O O O 2" • . . • • O 00
Project SCIOTTO 2' 10--ll °°
00
Energy Code: 2018 IECC
Location: Laurel, New York
Construction Type: Single-family O• O• O• • • •• • •
Project Type: Addition
Climate Zone: 4 (5331 HDD) FASTENER TYPE: SPACING:
Permit Date: No.8 WOOD-SCREW
BASED ANCHOR WITH 16"OC
Permit Number: tin.EMBEDMENT LENGTH
•
• • •• • -
No.10 WOOD-SCREWS
Construction Site: Owner/Agent: Designer/Contractor: BASED ANCHOR WITH 16"OC o
2in.EMBEDMENT LENGTH e-4
8380 PECONIC BAY BLVD. r, +�
LAUREL, NY 1/4in.dia.LAGSCREW co CN', � O
BASED ANCHOR WITH 16"OC M " ry
tin.EMBEDMENT LENGTH a u
O epi +�+
7 17s
3/4APA PLYWOOD �O
Compliance: 0.4%Better Than Code Maximum USHEATHING
A: 277 Your UA: 276 Maximum SHGC: 0.40 Your SHGC: 0.31 1/2"APA RATED SHEATHING 7
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. GRADE PLYWOOD a) 00 +�
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. (ALTERNATIVIVE:7/16"O.S.B.) • • •• • • 9
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade1/z"APA RATED SHEATHING m
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. GRADE PLYWOOD
• p v
(ALTERNATIVNE:7/16"O.S.B.) u7 V
Envelope Assemblies o o •• • N o
FASTENER 2 w
TYPE: SPACING: X4 DF#2
eQr
WOOD-SCREW
BASED ANCHOR WITH 10"OC O• O STUDS
WINDOW SILL
tin.EMBEDMENT LENGTHL_
Ceiling 1: Flat Ceiling or Scissor Truss 871 30.0 0.0 0.035 0.026 30 23 TYPICAL WINDOW OPENING No.10 WOOD-SCREWS • • •• • •
BASED ANCHOR WITH 12"OC LW
Ceiling: Cathedral Ceiling 130 19.0 0.0 0.052 0.026 7 3 PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH
THAN 4 FEET s,
1ST FLOOR:Wood Frame, 16" o.c. 1,630 19.0 0.0 0.060 0.060 89 89 1/4in.dia.LAGSCREW V
BASED ANCHOR WITH 16"OC O
tin.EMBEDMENT LENGTH • • • CO) • U
Door: Glass Door(over 50%glazing) 21 0.300 0.320 6 7
SHGC: 0 o TYPICAL DOOR OPENING FASTENER TYPE: SPACING:
Window: Wood Frame PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES
SHGC: 0.31 134 0.290 0.320 39 43 D
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW
2ND FLOOR: Wood Frame, 16"o.c. 1,044 19.0 0.0 0.060 0.060 53 53 THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR 2in EMBEDMENT LENGTH 8"OC N
AND NUTS @ T-0"O.C.
Window 1: Wood Frame
SHGC: 0.31 166 0.290 0.320 48 53 No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"oc
1:4
Floor 1:All-Wood joist/Truss 118 30.0 0.0 0.033 0.047 4 6 PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH
AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW
Compliance Statement:The proposed building design described here is consistent with the building plans, specifications, and other BASED ANCHOR WITH 16"OC (�
CA
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in THAN 8 FEET 21n.EMBEDMENT LENGTH x
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. WIN D-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL a
�
Name-Title signature Date 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"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENIrdGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL•
CONSTRUCTION CODE;.THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. A ''
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.
Project Title: SCIOTTO Report date: 05/09/22
Data filenamge: P Pa e 1 of 1
DRAWN: MH/MS
SCALE:
JOB#:
6/15/2022
� t<{ SHEET NUMBER:
A-9
REVISIONS:
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
\
to
ENDWALLRAFTER WALL STUD
° CRIPPLE STUD
o ° BOTTOM PLATE
er'
o RIDGE BATHTUB
° HEADER LEDGER
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
17LOOR 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 NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC
WALL STUD O
THROUGH-ROOF EXHAUST
VF�
ENTS SELECTED AND
METAL STRAP � LOCATED BY CONTRACTOR Q�
CRICKET AT TOP-SIDE OFwJ
RIM BOARD VENTILATION CHANNEL
CHIMNEY
RAFTER AS REQUIRED Hll
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN l--I
VENTILATION
SIDEWALL FLASHING WOOD JOIST
FOUNDATIONyy
TOP PLATE BLOCKING
' - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS X48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ih ATTIC SHALL BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA 0
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
INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT M--•1
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS , J RESISTANT METAL MESH WITH MESH
ON ALL OPENINGS �� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. tcONTIN. SOFFIT / EXT. PLYWOOD
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATIONSOFFITED EAVE
I-�
AND SO AS TO MAINTAIN AIR
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO
ON ALL OPENINGS / �� ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR 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"06" 18ga. STRAP AND JACK STUDS ,� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALLop op
ROOFING LAPS BASE
' FLASHING 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
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST Q
(� TOP PLATE F-ti
GIRDER/HEADER
SIDE WALL FLASHING
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST Q f�
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD H W pQy
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES PROVIDE HEMMED EDGES SO
D p-'RAFTERS O '-a
AS TO FORM DRAINAGE CHANNELS AND o
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 1--1 00
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED 00
ON ALL OPENINGS KEEP SHEATHING MIN. 1-1 E ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
/ OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF
PLATES TO EACH STUD
DBL. SILL PLATE O
TERMITE SHIELD
SUB FLOOR
SILL GASKET - , �—
WOOD JOISTS
C)
CONC. SLAB ` NEOPRENE -�� N y
TYP. CONC. FOUNDATION ( A 6 MIL. POLY GASKET �� ' 2x6 /2x8 CONTINUOUS WOOD PLATE m I ani o
DAMPPROOF EXTERIOR , V> BOLTED TO STEEL BEAM WITH 0` +.
EMIL POLY ON EXTERIOR V GRANULAR FILL r , I v
` Lo
% 1/2 DIA. BOLTS @ 48" o.c. STAG. 0 cn o +J
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p u / CONC. SLAB ' 'p c'r o � ROOF JACK // I 1 � ,%.� n n STEEL B EAM
cr o n o \.p ANCHOR BOLT EMBEDMENT: � 4" x 1 4" x 8" STEEL
�, COMPACT FILL ° POURED CONCRETE: 7"
p h p BLOCK WALL: 15" ` I / P4
KEYWAY FOOTING o /I r p r n ROOFING LAPS TOP A� BOTTOM PLATE O c�
`• o V �� c' CONC. FTG. 'p , d Q'p C SIDES FLASHIAND NG ATOP `` ' N
USE WITH 3x3 SQUARE WASHERS WITH 1 2 x 6" ANCHOR BOLT •� �
1/2" GROUTU °r
o ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �.� m
p 61 REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I 3" STEEL COLUMN N v
DRAIN TILE p ANCHOR BOLT CONNECTION II
SUPPORTING MAXIMUM SPACING FLASHING LAPS ( )10 KIPS O W�
SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
WHERE NEEDED FOR STRUCTURAL BRACING.
TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OCi
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
U
�— SUB FLOOR 0
CONC. SLAB
6X6 10/10 WWM GARAI DOORFRAME
a,
GE JOIST
COMPACT FILL ' DOORO
i I USE 2X8
' STEEL BEAM
FOR B LOCKOUT a
4" SLAB
P.T. PLATE W/ 6X6 WMM \ SLOPE
4"DRIVEWAY —®. NOTCH JOIST AND ADJUST HEIGHT
,p 1/2" AIR S ACE G I ° aAND „ o e e (WITH A NAILING PLATE IF NEEDED)
r • c;Zf
AT END
OF WOOD �,p ,p ° ° �•° e ° ° o STOBE EELL BEAMOX.TOIALLOW FORGHER THAN
SHRINKAGE
GRADE =--�-- ----«''-'' r r e r BEAMS - - ° 'e D o D a o '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ►Y+
6X6 W.W.M. - - - •r - - �, - - n I
12” �' , r d r d r d Cr . I I D 0 4 '[� I I-1 I I-1 I I I
MIN. r .QD .�. nD '� �'p �'p �'� o `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -_ p p ° o '^ �D —SUB FLOOR
•s d REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM Ij- D °
• �` �ar REINFORCING BAR c ° �D � 01ST
DRAIN TILE aI—I d � "4
12° o d° SHEET METAL / 30# FELT UNDER BEAM AT POINT �I ' l�'A o° �e I STEEL BEAM �}
OF CONTACT WITH CONCRETE OR CONC. BLOCK I_rrt�!n ;� t
�•� 3" PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH 2 �edrti ,,. �y / f
( ) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •� �� SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS..
3" MINIMUM BEARING SURFACE FOR WOOD BEAM
GARAGE DOOR BLOC KOUT
DRAWN: MH/MS
BEAM POCKET SCALE:z'. JOB#
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0, i 6/15/2022
SHEET NUMBER:
A-1
REVISIONS:
WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS:
CiENEOK" AL NOTES 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
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTYSPACING NOTES
in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 8'WALL: HEIGHT (SEE PLANS)
CONSTRUCTION NOTES: RAFTER TO 8�WALL: 4-Sd COMMON RAFTERWALL: 3-8d COMMON EACH 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: TOP PLATE 10
CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING 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
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)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL
UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR WALLS AND PARTITIONS H/180
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: INTERIOR(LIGHT FRAME)WOOD WALLS 10
meets current federal, state, countyand 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 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360
g EXTERIOR BALCONIES AND DECKS 40
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER,STUCCO) L/360
FIRE ESCAPES 40 CONCRETE WALLS 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 BLOCKING 2 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 200 (6 THICK) 85 (GYPSUM) L/24o
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
3). Diimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360
2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS
(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL (BRITTLE FINISHES) H/240
NON-SLEEPING ROOMS 40
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 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 ( )
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
LINTELS SUPPORTING MASONY WALLS L/600
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 Z
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 COMMONPATH
PER FACE NAIL EXPOSURE RY (DESIGNED FOR EXPOSURE C) O
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 JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE
INTERSECTIONS 4- 16d COMMON 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 w
Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. YP P STUD O.C. NAIL
Sym•: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. �
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION
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 SMOKE &CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases, shelving, pant ry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
TRUSS DESIGN N/A- STANDARD STICK FRAME CONSTRUCTION
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 11 EXTERIOR SHEARWALL CONNECTIONS:
FOUNDATION NOTES: Type It exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 I--I
1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD �
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 HAZARDS ~'
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Q
2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL
interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES Q
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. -
3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMONPER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE
concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
4). Any new concrete walls being attached existing concrete structure shall
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 - Sd COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE
.c with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES
be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD
5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMONEND NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13
9 . CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 B
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs )
to be. minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with g BLOCKING TO: EACH TOE ( BOTH FIELDS)
o Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O. 8d COMMON @ 12 O.C.
6" maximum lifts (layer!). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD
along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL
8x16 cast iron foundation vent for every 150 sq. ft. of area.
CK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES = >,
7). Dampproof exterior of foundation with bituminous coating as required by current DE 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. O W
All fasteners, hangers and anchors to be galvinized or stainless steel. 3 - 76d COMMONO U Z
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, � a
p
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: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. U
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G,0.49. O a a
H ATH N For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 00
1). All framing techniques and methods as prescriptive design of current SBC High Wind3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL U 00
g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING
Edition Wood Framing Construction Manual. �� �� 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G,0.49. For V1
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.
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 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
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACINGwhere needed. O.C. EDGE NOTE: 2 FOR PANEL FIELD SEE NOTES: 1, 3 ( BOTH FIELDS)
4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C.
GYPSUM 7"
4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d 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. . 8d COMMON @ 12" O.C. SEE NOTE: 3
g ( ) j ( ) g 6). Concrete piers shall be a minimum 6" above grade. cf)
openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: co o
openings. Bearin wall window sills shall also have 2 window sill plates for 2x4 wall NOTES
g ( ) P 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored o m
openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9. Provide fireto girder(s). JOINT DESCRIPTION NAIL NAIL
PM
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. °+
and blocking where applicable. QTY. SPACING O
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 .d w 1
) tYP g 8d COMMON 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall � a, �
5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. ° O°
anchors where applicable to all connecting joists. PLUMBING NOTESIT U
7/16" OSB 3" O.C. EDGE .� � M �
6d COMMON
6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 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 '2
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. U
o:4U)
on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD CA v
2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. :0 w
7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r )• fY P Y g Y P PP FLOOR SHEATHING:
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
provide adequate bracing and laces to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
state code and manufactures recommendation for maximum hole size and spacing permitted. 3
where applicable unless otherwise noted. STRUCTURAL PANELS 8d COMMON 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR ).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
V OR LESS Uj
(5.7 SQ.FT.2ND.FLOOR)
HVAC SYSTEM NOTES 12" O.C. FIELD W
9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF
NYS Residential Code R302.11-FIREBLOCKING REQUIRED
under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) O
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 0
10). Provide insulation baffles at eave vents between rafters. Install draft blocking asTHESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations.
needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED 1N 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
levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed N
N
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 using
SOIL COMPACTION: staggered �
CDS; exterior sheathing grade plywood. Plywood to cover over plates and headers. g parallel rows of studs or sta ered studs.
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 FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed
ELECTRICAL NOTES: members 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 plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
13). ,All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at 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.
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 fireplaces,as required b current N.Y.S.Residential Code.
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. g P 9 y
3). All electrical work to comply with 2014 NEC. f"
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. V`
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G 3 � ` ;4
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP4 w E" DRAWN: Ivies/MS
AND BASES.USE WITH FLASHING CAPS TO
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