HomeMy WebLinkAbout40527-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 Survey.
PERMIT NO. ...........
SoutholdTown.NorthFork.net Check
Septic Form
N.Y.S.D,E.C.
Trustees
C.O.Application
Flood Permit
Examined.......... Single&Separate ..........
Storm-Water Assessment Form
Contact:
Approved----�..).�'20'� Mail to:
Disapproved
/i 1 1 --------------- Phone:....-b 7�6'Y'-eyv
Expiralic 2
D
Bu ding Inspector
D
16 0 BUILDING
FEH 4 20
APPLICATION Bu
PERMIT
Date
J
MmamGMT. k
TOWN oF sovrn= INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
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,or 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 for necessary inspections.
("naldre of applicant or name,if a corporation)
ti
(Mailing address of applicant) I
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
........... .....................................
Name of owner of premises "Tc. e-fDk E. &S-f
�As on the tax roll or latest deed)
If apg�icant is a corporation,signature of duly authorized officer
o (�4ame and title of corporate officer)
RuilArtLicense No.
'Jilin6eft License No.
�leu liztns License No.
Other I74de's License No.
lz C
"Lo on of land on which proposed work will be done: 7
'U 14,se Number Street Hamlet
County Tax Map No. 1000 Section-0-9-IL—Block -o—o o
N90Y W3N 40 ITATZ-OuNq Y91AT014
0090FIal"Ic C0
Subdivision Filed Map No. —Lot
2. State existing use and occupancy of premises and'mended use and occupancy of proposed construction:
a. Existinguse and occupancy T Y iie
p Y
b. Intended use and occupancy _ �t ) ......._._..
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4, Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units "� Number of dwelling units on each floor
If garage, number of cars a1
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front Rear Depth _...
Height Number of Stories
t � rI�
le t t
Dimensions of same structure with alterations or additions: Front t+ ah
Depth Height Numb e toles
8. Dimensions of entire new construction:Front Rear Depth
Height Number of Stories
9. Size of lot:Front Rear_ Depth .i ti`ntl,u
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are'situated
12.Does proposed construction violate any zoning law,ordinance or regulation?Y`ES NO_____
13.Will lot be re-graded?YES—_NOWill excess fill be removed from premises?YES_NO
14.Names of Owner of premises -Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES I NO
*IF YES,SC)1 T11C1I I)"1"OWN"TRITSTEES&D.E.C.PERMITS IrIAY_�F REQUI D
b.Is this property within 3010 feet of a tidal wetland?*YES NO
•IF YES,D.E.C.PERMITS MAY BE REQUIRED:
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property?*YES NOX
*IF YES,PROVIDE A COPY.
STATE OF N12,W YORK)
SS:
Z"' being.duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, y� o
(S)He is the. _..._ �� ._._.__--__................_
(Contractor,Agent,Corporate Officer,etc.)
ua �` O M".,M1
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this aptl itt r
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will b ._c
performed in the manner set forth in the application filed therewith. J = W
, c o—
, ' o
S vc to before me tlnA / Z.
20/
Notaz} Public S'a attire of Applicant
ce>N TANCE tISO
NOTARY PtlSUC4TATE 'N,9W Y OK
No. 0111611004
d In SUO&k CDUI*w
STOWWWA
Scott A., Russell 61
SUPERVISOR
t 1\AGIEMUENT
sou OLD TOWN HALL-P.O.sox 1179 y "
53095 Main Road-SOU OLD,NEW YORK 11971 Town of Southold
CHAPTER 236 -
STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETE Y THE APPLICANT )
DOES °l<".MIS PROJEC r INVOLVE ANY OF THE F011,0WI G:
(CHECK ALL THAT APPLY)
O�
U Ls`No
A. Clearing, grading or stripping of land which affects more
than 5,000 square feet of groundsurf ace.
Excavation or filling involving ore than 200 cubic yards of material
within any parcel or any contiguous area.
Ce Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluffor coastal
erosion hazard area.
E. Site r aration within te one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above lease submit Two copies ies of a Stormwater Management g Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICA F (Property Owner,fl)esagn P.ofessional,Agent,Contractor,Other) s CTK � 1 000
15"anir i " �A^
Section B ky:k Lot g
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f,vnai urNl �"I I',.'I,i 1 C h •1 "iJ li I �.': Ty4'y
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G::rsnw;a.ctl n���it'a�au'�'tt°.xE u¢ss n-. ..�
Reviewed B
/ 1._0� tstu� cife�r� tructlr�r� wc�e k.
Property Addres; `torn water r pro er
p� d for �rorert�rrn uildrrra Permit
lent Control Plan Not Required.
Y, �_. v.. n ll(rr:ruuu trnzr�u`vt ia�u ��8s:vic°��.�
u._..m � .e......_. — �
(Forward�,v d � �ylQuu C
it�uura�:u�ustttp .u0mlll Hafl Re(jUk a :d.
1_.ORM X77 C:MCT)— '11-OS M A Y 2014
Telephone(631-1802
Town Hall Annex
54375 Main Road "Z1 Fax(631)734-9502
P.Q Box 1179
Southold, NY 11971-0959
BUILDING DEPARTMENT
NONCE OF U "ILIZATIO F I US ,D PE CONSTRUCTION,, PRE-ENGINEERE
WOOD C 1" STRUCYION .NDIOI TI I EI CONSTRUCTION
Date: ro;
p ,
Owner,., w�
d
Location of Property: f �
Please take notice that the (check apoljcable line):
New residential structure
�� Addition to existing'residential structure
Rehabilitation to ars existing residential structure
to be constructed or performed at the a
b' 6t pr e reference above will t�tilize
(check applicable line):
.I"'°rmuss l� l e coiiistniction.(TT)
Pre-engineered wood-constrvdtidn, (I ')
Timber construction ( )
in the following to tions) (check applicable line):
Floor framing, including girdiers,and..bor rs(F)
Roof-fr ing(R)' .
Floor and roof framing (FIS.)
Signature: .
Name (pe.rson su n ' g this form;: ,s '^ .
Capacity(c c applicable line):
Owner
Owner representative
TrussResReg15.dccx Effective 1/1/2015
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JAMES J. DEERKOSKI P.E.
260Deer Drive
Mattituck,NY 11952
(631) 774 7355
Date: March 11, 2016
To: Southold Town Building Dept '
Re: 775 Skunk Lane
Cutchogue,NY 11935
To Whom It May Concern:
This letter is in regards to the above mentioned permit application. The plans
state a wind speed of I I OMPH but it should read 120MPH.
Any Questions feel free to call.
Si cerely,
PSE OF NEjV
C-3 DE
�P °sem J es eerkoski P.E.
0 Cr
W
72
S O
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MAR 15 2016
BUILDING DIM.
TOWN OF SOUTHOLD
SS��SSor�
JIM DEERKOSKI. PE
phone: (631) 298-7116
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FRONT
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SCALE: SEE PLAN
REAR
SCALE: 1/4" - V-O"
SHEET NO:
23'-81/2" 23'-8/211
91-2" A, 14'-6" 91 71.7" 31_311 12'-10'/zll
T-0" o a D n o o M a n a o o a n a o 0 0
1 (2) 2X10 HDR. MD
2X8 DF#2 RR @16"OC
Lu
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12
A 0 SC HINGES, JIM DEERKOSKI, PE
1 0 `�'� 5-
5 � JAMB phone: (631) 298-7116
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2X10 RIDGE
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r14GARAGE 0
LL N 5/8"TYPE-X FIRE RATED SHEETROCK M
ON WALLS AND CEILING
X
\' 2X10 DF#2 CI @16"OC
(NON-STORAGE) '
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(2) 2X12 DF#2 HEADER ; (2) 2X12 DF#2 HEADER117777
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9'o" 9'-0" W 1�
91-3'11'-9" 9'-3'1 1
6'-6" 11'-O° 6'-611 1' 10'/z" V-10'/211 �./
1). INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C..
24'-011 z
2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2' DIA GALVINIZED 241-011
LAG SCREWS WITH WASHERS AT EACH RAFTER. 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi. EXTERIOR
OF FOUNDATIONS ARE TO BE DAMPPROOFED WITH A BITUMINOUS ^
3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 1). PLATE HEIGHTAT 8'-0" (MATCH EXISTING).TOP OF GARAGE WALL COATING. H
TO MATCH HOUSETOP PLATE,
4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 2). FOUNDATION TO HAVE 16"XB"CONCRETE (2X4) KEYWAY FOOTING. Q r^ ^
DIRECTLY TO THE DECK ALONG EAVES. 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. FOOTINGS TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO W
REST ON UNDISTURBED SOIL (MINIMUM 3000#CAPACITY).
5). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD.
3). GARAGE SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED
6). ICE &WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS 4). PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS FILL.SLAB TO BE REINFORCED AND PITCHED TO OPENING,
WITH ROOF AND SIDE WALLS (TYPICAL). OTHERWISE NOTED.ALL OPENINGS OVER 3 FT TO HAVE 2 JACK STUDS CRAWL SPACE TO HAVE 2"SLAB.
ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR
7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MICROLAM HEADERS. 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL r/1
MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT PLATE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM W
UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE OR FIBERGLASS SILL GASKET.
WORK DAY.COVER WITH HEAVY-DUTYTARP UNTIL ALL ROOFING IS APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING
COMPLETE. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 5).PROVIDE 5/8" DIA ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF
CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS
8). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 6). INSTALL SMOKE AND CO DETECTORS PER CODE. TO HAVE A MINIMUM 7" IMBEDMENT INTO THE CONCRETE.EACH
USE GALVANIZED (ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT ANCHOR BOLTTO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE
LEAST 3/8" DIA HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. WASHER AND NUT.
USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT FLOOR ����
CUTTING INTO SHINGLE SURFACE.
SCALE: 1/4" = 1'-0" FOUNDATION �--
ROOF FLAN --•
4.
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t .� .♦ WALL
M SCALE: SEE PLAN
16"X8"CONC. FTG.
1J 11 r (2)#4 REBAR
,1 11 I ,� SECTION A—A
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IN
n ! 1 011GMlYMWZED 2 2 = 1'-0"
SHEET
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2-v n*x000 MssE*nua •A
2 c 2M,ER WIN
soros oonr<ereo
TOGALVI wm+srMlr.J STEEL
' 00.GKYINRED,OLTSWI WISHER$
MND IMUS 0 2'-0'O.0
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING)
- 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 OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,16D9.6.$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.
ALL PANELS MUST BEM 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.
iCONNECTION AND CONSTRUCTION DETAIL ^ DRAWLNGS
WIND LOADPATH
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
RAFTER WALL STUD
ENDWALL CRIPPLE STUD
BOTTOM PLATE
JIM DEERKOSKI, PE
c RIDGELEDGER BATHTUB phone: (631) 298-7116
o HEADER
• DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS O
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W1 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 NUMBERI 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. ADSS ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTS 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2)JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
• CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD --0 CHIMNEY RAFTER AS REQUIRED
RAFTERS MAINTAIN
SILL PLATE(S) WALL SHEATHING VENTILATION
WOOD JOIST
' SIDEWALL FLASHING
FOUNDATION TOP PLATE BLOCKING BLOCKING
- - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER
STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
ATTIC SHALL AND ALL WINDOW/DOOR OPENING JACK STUDS GUTTER
AT WALL -- MAINTAIN GAP L BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - -
ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WOOD GIRDER O
INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS
4'-8- LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- J CONTIN. SCREENED VENT
ON ALL OPENINGS J CONTIN. SOFFIT/EXT. PLYWOOD
PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH
INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 14 INCH IN DIMENSION. SOFFITED EAVE
8"- 14" LSTA30 1-1/4"x30" 18 a. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIRCONNECTTO
g ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6" RAFTER RTI 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
/ ACTION
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 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
y, OF FLASHINGuj
2ND. FLOOR WALL
ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE GAP OF SAME W
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
O SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
VJ
WOOD JOISTNew
W
TOP PLATE
GIRDER/HEADER
SIDE WALL FLASHING
WOOD JOIST
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, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS [�
INSTALL 4'0" O.C. AS TO FORM DRAINAGE CHANNELS AND rM`—'
4"-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED Z Pq
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
• ON ALL OPENINGS
RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE O
ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR PLATES E EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. r; REDUCE BUMP OUTS
DBL. SILL PLATE �7 I �•�
TERMITE SHIELD T--- SUBFLOOR
SILL GASKET WOOD JOISTS
' NEOPRENE
2x6 /2x8 CONTINUOUS WOOD PLATE
TYP. CONIC. FOUNDATION
CONIC. SLAB `�, GASKET ` i BOLTED TO STEEL BEAM WITH
6 MIL. POLY '
DAMPPROOF EXTERIOR GRANULAR FILL
EMIL POLY ON EXTERIOR ^ % � i I 1/2 " DIA. BOLTS 48" c.c. STAG.
STEEL COLUMN s ` '
Q ROOF JACK STEEL BEAM
CONC. SLAB n'o V // I i ,
�`� 4" x 1/4" x 8" STEEL
COMPACT FILL o , ` i TOP AND BOTTOM PLATE
Q e. o o ROOFING LAPS
� FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
' ° � a ° ;;� �
KEYWAY FOOTING ° / Q ^ �• Q CONC. FTG. 041A Q It, , G USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT
a ANCHOR BOLT CONNECTION
(USP LBPS58 OR BP583) % 3" STEEL COLUMN
p 4 REINFORCING BAR FOUNDATION 5/8" DIA.ANCHOR BOL _ I
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ,_ - I, l 10 KIPS
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM - ,_ of NEW
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC PSE 1 DEQ r0
FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
� �S
TYPICAL CONC. FOU MIN. 3" STEEL COLUMN ANCHORED TO 24•"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BE�4RINCz * �
WHERE NEEDED FOR STRUCTURAL BRACING.
WALL BOTTOM PLATE TO FOUNDATION1-2 STORIES 57"OC -
(SLAB-ON-GRADE) ROOF J,ACIG�v- t VENTS DETAIL
c�
0. 725
�— SUBFLOOR SIONP
CONC,SLAB DOOR FRAME
6X6 10/10 WWM GARAGE C3 — JOIST
i DOOR 0.
COMPACT FILL i 1 USE 2X8 DRAWN Y: JD
FOR BLOCKOUT STEEL BEAM
4" SLAB _
W/ 6X6 WMM � I SLOPE
P.T. PLATE \ 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 10/10/2015
1/2" AIRACE < ► <� ° ° -1 1/2! (WITH A NAILING PLATE IF NEEDED)
AT END AND '�` " ' p ° ' n ° o TO BE APROX. 1/2" OR HIGHER THAN
-C=`� DES OF WOOD ,�4 D ' �' D .a o .; ° STEEL BEAM TO ALLOW FOR SHRINKAGE SCALE: SEE PLAN
GRADE d
^ -^-- ^ °'c o^ �BEAMS
(PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
Q 4
6X6 W.W.M. SUB
FLOOR12" \ 'n A A,l NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM
�—
MIN, a '° r Q D
./ 4 •^ REINFORCING BAR - - NOTCH EQUALS 1/4 DEPTH OF BEAM ° °,p , ° I I—I I
D s REINFORCING BAR c ° 4 , OIST
SHEET
DRAINTILE •I�—►� o o° SHEET METAL/30# FELT UNDER BEAM AT POINT L�`^ — STEEL BEAM
12" OF CONTACT WITH CONCRETE OR CONIC. BLOCK — TT
° 311 SHIMS TO LEVEL BEAM PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ^
REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET
NAILING SCHEDUL }"'LAN CONTENTS:
WIND FRAMING NOTES
1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION
(SENERAL NOTE51-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTIO QTY. SPAC N NOTES NAIL NAIL BUILDING USE
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required
O N STRU CT I O N 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
C TOP PLATE 10' WALL: 4-8d COMMO RAFTER TOE-NAIL
TOTAL SQ. FT, OF CONSTRUCTION
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
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
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 COMMON JOIST
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 CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
State building codes. The General Contra p p 9 CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JIM DEERKOSKI, PE
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
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAP AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES "phone: (631) 298-7116
p EXT. BALCONIES 60
OVER PARTITION WFCM - SBC LAP NAIL
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
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 TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10
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
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 ATTICS w/. STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF)
2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40
(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift WALL FRAMING: ROOMS (SLEEPING) 30
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 STAIRS 40
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped underNAIL NAIL GAURDRAILS (ANY DIRECTION) 200
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
with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING EXPOSURE CATAGORY
precautions and programs in connection TOP PLATE TO PER FACE NAIL
spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
specific use expressed or implied in the use of these plans.
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE � GENERAL NOTE PAGE
4 - 16d COMMON
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 2 - 16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exteno _
STUD O.C. NAIL Sym.:
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 anel HEADER TO 16" O.C. FACE SEE FLOOR PLANS inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at
p HEADER 16d COMMON (SMOKE t CO2 DETECTORS)
ALONG EDGE NAIL
such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified
in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END in
DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK
6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalis shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOTS 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
. . plans, elevations details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1, O
1). The General Contractor and Mason to review p a 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 WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAYMEN
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS .�.
(virgin) soil. MIN. SOIL STRENGTH AT 2000psi) Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL
2). All footings to rest on undisturbed ( ' g ) ( p ) interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTYSPACING NOTES MODERATE 11 NONE
SLIGHT TO _
2.4.4.2 and 2.2.4 respectively. 20 LBS. 110 B SEVERE 3 FT. TO HEAVY I MODERATE
3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE
concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER4 - 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 NAIL SPACING NAIL SPACING AT INTERMEDIATENOTES
be installed with #4 re-bar, 18" Ion at 12" o.c.. Use approved epoxy for installation. 3 5 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIEL UJ
W
g BLOCKING EACH TOE
noted all slabs on rade to be 3500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 V
5). Unless otherwise 9 9 . CATHEDRAL CEILING ASSEMBLY:
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS
o 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.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD
to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with g SILL OR TOP PLATE BLOCK NAIL
anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge
t id a and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 W
6 maximum lifts (layers).
along the open ceiling part of the building. Connections to her g
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMO JOIST NAIL A
8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES
AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE ~
DECK TO BEAM JOIST NAILO
7). Dampproof exterior of foundation with bituminous coating as per THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r�,
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 3 - 16d COMMONPER END FZ4
the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. 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,
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
8). Drainage as per town and N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 - 16d COMMO FOOT SEE NOTE: 1 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
Girders on concrete piers shall be anchored with proper steel connectors anchored
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c.
in techni ues and methods as prescriptive design of current SBC High Win1b). posts su ortin irders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL
1). All framing q ) pp 9 9 QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft.
below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. AS PER TABLE 3.Eframing members with 0.42<G<0.49, the nail spacing shall be reduced to inches o.c.
2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. p g STRUCTURAL PANE 8d WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
0
SHEATHING LOCATIO AT PANEL EDGES SUPPORTS IN THE PANEL FIEL 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. JOINT DESCRIPTION NAIL NAIL
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS)
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. Fi . 5d COOLER INTERIOR ZONE 8d COMMON 6" O.0 8d COMMON 12" O.C. SEE NOTE: 3
Bearingwall headers to have 2 'acK studs and (2) full length studs on each side of all 6 . Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O.C . FIEL @ @
( )' ) p WALL SHEATHING :
openings. LVL headers to have (3)jack studs and (2) full length studs on each side of NOTES Q
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 NAIL NAIL
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fir to girder(s). JOINT DESCRIPTIO THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
QTY. SPACING
and blocking where applicable.
8). Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL 8dCOMMON AS PER TABLE 3. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall
5). All flush beams/headers to be installed with heavy duty galvinized hangers and r PANELS WFCM - SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3„ O.C. EDGE
PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with
6). Double up floor joists under walls that run parallel to the floor joist and under bathtu 9). All water supply, drainage and venting to be installed as per N.Y.S. Residential G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.
Floors to have ceramic the installed shall be verified for proper load capacity unless not onstruction Code. EDGE
GYPSUM 5d COOLERS 7 O.0.
WALLBOARD 10 O.C . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails.
on plans.
2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE:
7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists
under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY ��or Nx�
provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING
insulation baffles at esus vents be rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANEL 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. �Q
SJ_ )0
8). Provide ns 1" OR LESS 8d COMMON12" O.C. FIEL "F
needed. HVAC SYSTEM NOTES 1). PROVIDE 5/8 TYPE-X SHEETROCK FIRE STOPPING AT 100 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. _
rn
9). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick 4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. z w
DX exterior sheathing rade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. N�oA ® DO
C g Yw g p q
THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCKING REQUIRED
10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloo 2 . HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY.
y y q Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal)
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier.
over subfloor as per manufacture's instructions. Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space.
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 Fireblocking shall be provided in wood-frame construction in the following locations.
11). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls aEntractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher DRAWN Y: JD
ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building
pP shear capacities, Waiting requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor
to have regular 1/2" sheetrock. All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 10/10/2015
such as shear plates, shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
12). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. using parallel rows of studs or staggered studs.
approved equal. Flat roofs shall be opplied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuous over connected SCALE: SEE PLAN
torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of naiils shall be permitted 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
to be reduced tot - 16d nail per foot. drop ceilings and cove ceilings.
13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates t 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. SHEET N O.
3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces
under stairs shall comply with N.Y.S. Residential Code.
4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of
flame and products of combustion.
5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. p