HomeMy WebLinkAbout46695-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD NY
_ r
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 #: 46695 Date: 8/16/2021
Permission is hereby granted to:
Deerkoski, James
....... .............................. ..................................... _ ..................._.........._............. -_____....... _
260
Deer Dr
......�. .................
_w__..............
----w ..... -------
Mattituck, NY 11952
To: Construct additions and alterations to existing single family dwelling as applied for and
per Trustees #9919
At premises located at:
260 Deer Dry Mattituck
SCTM # 473889 _......._.
Sec/Block/Lot# 114.-10-2
Pursuant to application dated 8/5/2021 and approved by the Building Inspector.
To expire on 2/15/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $615.20
CO-ADDITION TO DWELLING $50.00
Total: _.. .$6.............._.._.
65.20
Building Inspector
PROPERTY INFORMATION
Existing use of property:Residential Intended use of property:Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? BYes ❑No IF YES, PROVIDE A COPY.
W Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishaable,as a Class A rnlsdemeanor pursirarrtto Sectlon 21D.4S of the New York Stake Penal Law
Finnegan AuthorizedA
Application Submitted print name): rtin D. gent ❑Owner
Signature of Applicant: Date: 08/04/2021
STATE OF NEW YORK)
SS:
COUNTY OF SUFFOLK )
MARTIN D. F I N N E GAN being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
AUTHORIZEDAGENT
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
4th day of August 20 2104
_..�
Notary Public
PROPERTY OWNER AUTHORIZATION SCHWEITZER ANNALISE
NOTARY PUBLIC-STATE OF NEW
W YORK
(Where the applicant is not the owner) NO.OISC64DD457
FIN SUFFOLK COUNTY
COMMISSION EXPIRES SEP 6 20
I, residing at
�do hereby authorize ww _....,,,_.,.,__m_mm� ...M.,_ _ _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
�v
SOUTHOLD,NEWYORIK
PERMIT NO. 9919 DATE. JIJNI! 16 2021
ISSUED TO: JAMES J. &DAWN M. IDEM OSI .I
PROPE1 TY.A13.IA1 SSm' 260 DEER DRIVEl M 'ITTITI.IC'K 4k'
SCTM# 1000-114-10-2
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 June 16, 2021, and in
consideration of application fee in the sum of$250.00 paid by 1�mes ,N .& ,�a,vn M. l ccrc�slci and subject to ,
the Terms and Conditions as stated in the,Resolution, the Southold Town Board of Truste'e's.authorizes and
permits the following:..
'liar
Wetland Permit for the existing 2,628sq.ft. single-family, two-story dwelling with
attached garage,324s .f . covered front entry porch; remove as-built 387s •f . rear
deck,202sq.ft. rear screened porch, 130sq.ft. retaining wall, and 2,700sq.ft. of
driveway; alter an additional 100sq.ft. of driveway; construct a new proposed 105sq.ft. r
shed; construct a proposed 145sq.ft rear overhang; construct a proposed 394sq.ft. rear
deck; construct a proposed 648sq.ft. swimming pool with 402sq.ft. at grade patio and
pool enclosure fencing; and as depicted on the survey prepared by Nathan Taft Corwin,
III Land Surveyor, last dated June 2,2021, and stamped approved on June 16,2021.
„
r
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed, and these
presents to be subscribed by a majority of the said Board as of the 16th day of June,2021.
4 S
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'PXZrA=
Glenn Goldsmith, President rif SO ki, Town Hall Annex
54375 Route 25
A. Nicholas Krupski,Vice President P.O. Box 1179
John M. Bredemeyer 111 5 Southold,New York 11971
Michael J.Domino
Telephone (631) 765-1892
Greg Williams Fax(631) 765-6641
oum
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
June 21, 2021
Martin D. Finnegan, Esq.
Twomey, Latham, Shea, Kelley,
Dubin & Quartararo
P.O. Box 9398
Riverhead, NY 11901
RE: JAMES J. & DAWN M. DEERKOSKI
260 DEER DRIVE, MATTITUCK
SCTM# 1000-114-10-2
Dear Mr. Finnegan:
The Board of Town Trustees took the following action during its regular meeting held on
Wednesday, June 16, 2021 regarding the above matter.
WHEREAS, Martin Finnegan, Esq., on behalf of JAMES J. & DAWN M. DEERKOSKI,
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 April 16, 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 application be
found Consistent with the Local Waterfront Revitalization Program policy standards,
and,
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said
application on June 16, 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,
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 the Board of Trustees have found the application to be Consistent
with the Local Waterfront Revitalization Program, and,
RESOLVED, that the Board of Trustees approve the application of JAMES J. & DAWN
M. DEERKOSKI for the existing 2,628sq.ft. single-family, two-story dwelling with
attached garage, 324sq.ft. covered front entry porch; remove as-built 387sq.ft. rear
deck, 202sq.ft. rear screened porch, 130sq.ft. retaining wall, and 2,700sq.ft. of
driveway; alter an additional 100sq.ft. of driveway; construct a new proposed 105sq.ft.
shed; construct a proposed 145sq.ft rear overhang; construct a proposed 394sq.ft. rear
deck; construct a proposed 648sq.ft. swimming pool with 402sq.ft. at grade patio and
pool enclosure fencing; and as depicted on the survey prepared by Nathan Taft Corwin,
III Land Surveyor, last dated June 2, 2021, and stamped approved on June 16, 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,
GI n Golds h A�7
President, Board of Trustees
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SITE DATA 1000-114-10-02
BY GLENN JUST OF J.M.O_ENVIROMENTAL CONSULTING SERVICE ON SEPTEMBER 26,2006
EDGE OF WETLANDS AS DELINEATED _ _ LOCATION AREA LOT COVERAGE EXCAVATION FILL
PROPERTY 21,573.83 SF 0.495ac - -
AREA OF DISTURBANCE 5000 SF
107181
N
___._ EXISTING RET INING WALLS 4104113011 TIE LINE ALONG OLD DITCH BOUNDARY AS SHOWN ON FIELD MAP - - TO REMOVE 130 SF 20 CY 40 CY
-_ SILT FENCE
SILT FENCE --_ -- REMOVE EXISTING FENCE __ _ EXISTING DRIVEWAY JIM DEERKOSKI, PE
----------
_ --- TO REMOVE 2700 SF - 25 CY so CY phone: (631) 298-7116
--- REMOVE EXISTING FENCE ''----- 1
EXISTING DRIVEWAY
ul 10'NON-DISTURBANCE 100 SF - 3 CY 1 CY
"' w l BUFFER 10'CONTOUR LINE . TO ALTER
0 0; 10'NON-DISTURBANCE J
� BUFFER N.G.V.D.1929 DATUM 1
w z i 10'C ONTOUR LINE
�. X N.G.V.D.1929 DATUM X -)( -X X
-X X X -X----X X X PROPOSED NEW RELOCATED FENCE O
O I X i EXITING DECK 387.5 SF TO REMOVE 5CY 10 CY
PROPOSED NEW RELOCATED FENCE
EXISTING SCREEN PORCH 202.6 SF TO REMOVE 5 CY 10 CY
x (-n z
n O
`1.J z
m
EXISTING HOUSE 2628.8 SF 12.2% - -
I I
x
EXISTING PORCH 324.3 SF 1.5% - -
I
I 1
r-------------- I ,1
PROPOSED SHED 105.0 SF 0.5 /0 6 CY 3 CY
CONCRETE � II TOP / ',� o
x 1 1
WASHOUT � SOI � �` EXISTING DRIVEWAY AND PROPOSED OVERHANGS 145.1 SF 0.7% 5 CY 2 CY
I I
CURBING TO BE REMOVED
\ / \ PROPOSE DECK/PORCH 394.8 SF 1.8% 15 CY 5 CY
PROPOSED POOL 648 SF 3.0% 100 CY :25 CY
w I 1
u -
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Lu
-------;-----------------------
z c-----�y
------------------------ 6'
X �`,��---1 % ``; ,-\---- ��� DRYWELLS 8'dia 32 VF - 30 CY 20 CY
SITE PLAN w EXISTING RETAINING WALLS 1
x AND STAIR TO BE REMOVED
II = I II I t---� ; ,1 TOTAL 4109.9 SF 19.7 214 CY 121 CY
SCALE: 1 10-0 I r---1 , 1
PROPOSED
36'X18' INGROUND POOL
PATIO ONOSED GRADE METES AND BOUNDS BY: NATHAN CORWIN III LAND SURVEYOR
EXISTING DECK BE REMOVED.
PORCH ' DATE: APRIL 3 2017 z
TO BE REMOVED. � I � _ �I
Q x i 3'W�IDE RE-GRADE AS REQUIRED /
I I
3 i STAIR
21.3'
f STORM WATER MANAGEMENT r.�
EXISTING DECK o \`� �'� i i I 8'dia I �`,� m
x TO BE REMOVED i b , I I Z O
I I I - �. 27.9' 0 14.0' 4 deep `, m
LOCATION AREA 2 RAIN/HR DRYWELL DRYWELILS
r- ---- 0
PROPOSED DECK r----------------------------------------- \ / II
SUMMER
90, SCREENED PORCH BELOW i i PROPOSED,OVER HANG \ -" '�` REQUIRED CAPACITY �-I
WINDS / 15.8 PROPOSED SHED in \
8'dia r i a_ EXISTING HOUSE 2628.8 SF 439 CY 8'dia, 11 VF 465 CF L.. �4 F'+�i Z
u I ' "" NI TING FENCE&GATE
'Q uN w 6 deep 32.7' 33.9' x Lam4
SUN LL / 4 �„ \ �,�, EXISTING PORCH 324.3 SF 55 CY 8'dia, 2 VF 84 CF 11�1�
XI i i ,`,,,` DRIVEWAY 2200 SF 367 CY 8'dia, 10 VF 422 CF w V
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EXISTING G FEN CE
X X
8'dia s PROPOSED OVERHANGS 145.1 SF 24 CY 8'dia, 1VF 42 CY ^ [E-1a � �,',
8.4' 61deepCO
PROPOSED SHED 105.0 SF 18 CY 8'dia, 1VF 42 CY C11
ci ��� PROPOSED DECK/PORCH 394.8 SF 64 CY 8'dia, 2 VF 84 CF w
EXISTING HOUSE
II ,�
PROPOSED POOL 512 SF - 8'dia,4 VF 169 CY
F m
EXISTING DRIVEWAY AND z
_ P b ii �
�8'dia� CURBING TO BE REMOVED TOTAL: 31 VF REQUIRED (32VFINSTAL.L)
'� II
'� II
6'deep N II
N II It O
_ 11
25.6'
25.0' 48.4' 1
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EXISTING PORCH 8'dia
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10'deep
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DRAWN BY: JD
7/29/2021
CONSTRUCTION ENTRANCE
o05 ' 20 " W 147 . 30 ' SCALE: SEE PLAN
S 45
SHEET NO :
Att U NFh'
*� 5�•U��R�JL_
0
I) EER DRIVE
O�SSIONP�' _
JIM DEERKOSKI, PE
phone: (631) 298-7116
PROPOSED INGROUND POOL
21'-2a/11
(3j2X10 PERIMETER
F1 I I I
L PROPOSED MASONRY PATIO ON GRADE
I I I I
�- - 6X6 ACQ POST O
(ANGLE SUPPORTS AT GIRDER)
L - u wl o
_ 1 o CL 1 12"dia.CON-.PIER w/2'X2'Xl'
0
w N
ZD 151-011 CONC.FTG.3'BELOW GRADE 14'-011
6X6 ACQ POST 1 11 c — 1 1 _,
(ANGLE SUPPORTS AT GIRDER) 9 -0 O w o `m, 11-011
1 -0
12"dia.CONC.PIER w/2'X2'X1' r o o I 1 .-- -- .-- --
CONC.FTG.3'BELOWGRADE - ' -----------------------------------------
0-
L ,N PROPOSED 3 SEASON ROOM o00 (3)2X10 GIRDER (3)2X10 GIRDER 1
r - - - — - - - - - - — I - - -
611 M r- I I - 1 ® -1 1
PERIMETERWALL TO BE 2X6 STUD(TYP) e, ----- 1
-----------------------------------,
1 1 � 8"COMU WALL w/ 1 1
1 r 1 ON 8"PC WALL w/16"X8"FTG,(2)#4 BAR o I 2X10 RR
16"X8"CONC.FTG
1 1 (3)2X10ACQGIRDE AT N PROPOSED OVERHANG
@16"OC
` I i I � I
3'uo i BELOW GRADE u
U o io _ -
1 .-1
o I o PROPOSED OVERHANG PROPOSED SHED
- I / O
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Lr) I ^ u X #4 BAR
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EXISTING BASEMENT
EXISTING GARAGE Q
DRAWN BY: JD
I �
7/29/2021
EXISTING PORCH
i SCALE: SEE PLAN
— — — — — — — — — — — — — — — — — — J =.
SHEET NO:
PROPOSED FOUNDATION PLAN
� ��s• FFR O
SCALE: 1/4" = 1'-011 ,* "`11 }r/.A��
z
N r
r SSI W\
46'-0"
lo0
m
JIM DEERKOSKI, PE
phone: (631) 298-7116
0
PROPOSED INGROUND POOL o
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N
9'-0" 21'-234" 6'-0" 32'-0" 8'-0"
PROPOSED MASONRY PATIO ON GRADE O
oO
0
C? 0
PROPOSED DECK
o REMOVE EXISTING DECK,SCREENED PORCH,STAIRS
AND RETAINING WALLS AS APPROVED BY TRUSTEES
NEW DECK TO BE BUILT w/SCREENED PORCH UNDER
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--------------------------- _----___------____________
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DRAWN BY: JD
7/29/2021
SCALE: SEE PLAN
PROPOSED 1ST. FLOOR PLAN Pati FNF SHEET NO:
SCALE: 1/4" = 1'-0°
� N
m
mO 0
��
EXISTING
NOTE:
PROVIDE SC, SELF-LATCHING HOUSE
GATE AT TOP OF DECK (TYP) JIM DEERKOSKI, PE
PROPOSED DECK phone: (631) 298-7116
O PITCH FRAMING MIN. 1/4":12"
EPDM, FLASHED, OVER AWAY FROM HOUSE
m 3/4" EXTERIOR SHTG.
FINISHED FLOOR
5/4 DECKING OVER 2X TAPERED ACQ SLEEPERS
2X ACQ SLEEPERS TJ1230 11-7/8 WOOD-1 @16"OC
4 .
FINISHED CEILING PER OWNER
(3) 2X10 ACQ GIRDER - /r r /r
(BOXED IN)
_ a
00
ZD ' , 3 SEAS ROOM /% ' /% __- - -_- '°•�
- _ — - _ EXISTING
2X6 STUD - — - - 0
WALL (TYP) �j� /,� �j� - = _ a• BASEMENT
Qt ^
STONE CAP( o — _ _ , = - , °
_ _- 1 C
Q
CULTURED -° � _ - —-� -� _ _ _�-_- _ _ _ _ � � • a
v
STONE � °�° _ — _- -- -- - _ — = T- _- - —
GRADE o� •a d o• d ° o - d n• d • ° o - (�
o, PAVERS AS SELEVCTED BY OWNER 4 °o
4
p ° a• 8" PC WALL °,o x
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v° ° v. ° J'v'
EXISTING �
16"X8" CONC.C. FTG ° ° w U
(2) #4 REBAR
HOUSE A �D
CROSS SECTION N �,
SCALE. 1/2 - 1 -0 [—I
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F�
FINISHED FLOOR z
12 0
4
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oD •a
. D
2X8 ACQ PLATE
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EXISTING
° D BASEMENT
� vd
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8" CMU7 D
4v
WALL
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GRADE d p. d v ° p - • a d p• d • ° p - D d p• d • ° p - • e d p• d . ° p - DRAWN BY. JD
4
o•0 7/29/2021
m ° ° • SCALE: SEE PLAN
Id . ° • a D p p•
0 -
- 16"X8" CONC. FTG ° • • SHEET NO:
(2) #4 REBAR
_ CROSS SECTION
SCALE: 1/2" = 1'-0"
Ar u02
sl
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
CODE: 2015 IRC, 2016 NYS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT
GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD
4"MAX. SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERILAYMENT HAZARDS
KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
-
20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE
TO HEAVY MODERATE
4" DIA.MAXIMUM
RAFTER CRIPPLE STUD JIM DEERKOSKI, PE
DECK AND COVERED PORCH NOTES: phone: (631) 298-7116
LEDGER 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber.
RIDGE HEADER All fasteners, hangers and anchors to be galvinized or stainless steel.
2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts
Girders on concrete piers shall be anchored with proper steel connectors anchored
Z into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts.
e
RAFTER JACK STUDS
3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete
footing. Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. Footings Shall
be 3 ft. below grade.
RAFTER-TO-LEDGER CONNECTION 4). Deck joists to have blocking at 8'0 o.c..
LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION
RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION I APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing
LOCATION USP NUMBERI DESCRIPTION I APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers
STAIR RAILING and nuts at 16"o.c.
ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER' ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD
6).Concrete piers shall be a minimum 6"above grade.
1-1/2"SPACE
7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored
MINIMUM
to girder(s).
HANDRAILS RAFTER
8). Covered Roofs shall be assembled and anchored the same manner as a typical building.
1 11 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal
RAFTER for any contact with ACQ.
.I
POSTO
TOP PLATE
HANDRAIL NOTES:
TOP PLATE All required handrails shall be of one of the following types O
BALUSTERS
or provided equivalent graspability.
RIM/DECK JOIST ° 1).Type 1. Handrails with circular cross section shall have an
WALL STUD WALL STUD outside diameter of at least 1-1/4 inches and not llreater
OPEN BALUSTER ATTACHED TO WALL ° than 2 inches. If the handrail is not circular it shall have a
perimeter dimension of at least 4 inches and not greater /1
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of v l
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches.
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH
RAFTER/PLAT RT15 TYDOWN ANCHOR 2).Type II. Handrails with a perimeter greater than 6-1/4
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" INCONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION
4"- 6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR inches shall provide graspable finger recess area on both
CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL
EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a O PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO distance of 3/4 inch measured vertically from the tallest PLATES TO EACH STUD r/1
EACH RAFTER portion of the profile and achieve a depth of at least 5/16 ^Nwe
inch within 7/8 inch below the widest portion of the O
profile.The required depth shall continue for at least 3/8 O `
inch to a level that is not less than 1-3/4 inches below the �•I
4 MAX. tallest portion of the profile.The minimum width of the
handrail above the recess shall be 1-1/4 inches to a
4" DIA. MAXIMUM maximum of 2-3/4 inches. Edges shall have a minimum
GIRDER/HEADER radius of 0.01 inches. �--q a w
GIRDER/HEADER ° ' ' 1 9
-. NAILING SCHEDULE W �
o ) w
JOIST POST/COLUMN ° Vo W V
v O
o ROOF SHEATHING:
POST/COLUMN NAIL NAIL
JOINT DESCRIPTION QTY SPACING NOTES Y.
STRUCTURAL PANEL 8d AS WFCM TABLE SBC 8 N
GIRDER/HEADER
POST-TO-GIRDER/HEADER CONNECTION
ROOF FRAMING: NAIL
%*.LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION QTYSPACING NOTES C)
SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PB544/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL: 3-8d COMMO EACH
DEORCH RAILING 6x6 SOLID COLUMN PB566/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE NAIL
LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION
z
HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3-8d COMMO EACH TOE-NAIL
JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIS TO TOP PLATE 10'WALL: 4-8d COMMOI, JOIST O
CEILING JOIST TO AS PER TABLE 3.7 EACH FACE
PARALLEL RAFTER WFCM-SBC LAP NAIL �»
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
OVER PARTITION WFCM-SBC LAP NAIL
$TU COLLAR TIE AS PER TABLE 3.4 EACH FACE
o BEARING PLATE
TO RAFTER WFCM-SBC END NAIL
GIRDER BLOCKING TO RAFTER 2 - 8d COMMON EACH ND NAIL
RIM BOARD o TO RAFTER 2 -16d COMMON EACH END
END NAIL Q
° WOOD JOIST `
WALL FRAMING:
LEDGER NAIL NAILCONCRETE PIER JOINT DESCRIPTION NOTES
° GIRDER/HEADER
QTY. SPACING
WOOD JOIST
1" > v, TOP PLATE TO PER
WOOD JOIST V. TOP PLATE 2 -16d COMMON FOOT FACE NAIL
TOP PLATES AT 4-16d COMMON JOINTS FACE
INTERSECTIONS EA. SIDE NAIL
FLUSH JOISTS W 2 -16d COMMOITH HEADER/GIRDER DOUBLE 2x STUD TO 24" FACE
CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) STUD O.C. NAIL
I l FOR HEADER HEADERIGIRDER-TO-POST CONNECTION HEADER TO 16"O.C. FACE
LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER 16d COMMON ALONG EDGES NAIL
IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS
TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END
REQUIRED 1 I PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL
FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE
BOTTOM PLATE TO: PER
FLOOR JOIST, BAND JOIST, 2 -16d COMMO OOT FACE NAIL
FLASHING TUCKED UNDER I END JOIST OR BLOCKING
TOP PIECE OF SIDING AND
LAPPED OVER FIRST C N IN.
DECK FRAMING:
PIECE OF SIDING BELOW THREADED ROD
JOINT DESCRIPTION NAIL NAIL NOTES
1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT QTY. SPACING DRAWN BY: ID
CONNECTED TO BLDG. @16"OC POST JOIST TO: 4- 8d COMMO
PER TOE
STRINGER
®16" C MINIMUM SILL,TOP PLATE OR GIRDER JOIST NAIL
(2)THRU-
END DISTANCE BRIDGING 2 8d COMMO EACH TOE 7/G9/LOL l
BOLTS , TO JOIST END NAIL
P844 POST a ,
ANCHOR 8"dia. _ 2 - 8d COMMO
PIER � • BLOCKING EACH TOE
FLOOR FRAMING o 0 16^TREAD ° ��-. o ' o END ANCE °
MINIMUM TO JOIST END NAIL SCALE: SEE PLAN
2x JOISTS
,..o a °.•• :o ••• '• 12"x12"x12" y �' ° SILL OR TOP PLATE BLOCK NAIL
BLOCKING TO: 3 - 16d COMMO EACH TOE
GRADE ,a CONC.SLAB O,a a• ••ia, CONCRETE FOOTING
BLOCKING FOR / (AS REQ.) eg (; °y c;v LED ER EACH FACE
O BEAM OST NAIL
JOIST HANGER 3 - 16d COMMO
CONC.
a DECK PIER " JOIST ON LEDGER PER TO SHEET N O.
LAG BOLTS p p b CONC. d' PER PLAN 3 -8d COMMO
S-0 a- ' PIER HOLLOW COLUMN UPLIFT
o TO BEAM JOIST N
RIM JOIST/BD. ° ' 0�9� '<�.' SIMPSON STRONG TIE MODEL STRRI/2 NFl1,
o, ° y,' �'.'q DECK POST FTG. CONNECTION BAND JOIST PER
INSTALL AS PER MANUFACTURES RECOMENDATIONS 3 -16d COMMO TO JOIST JOIST AIDe _ERS O�
LOCATION USP NUMBER DESCRIPTION APPLICATION BAND JOIST TO: PER ' -, ;�
2 -16d COMMO N x
4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE
DECK/PORCFI LEDGER CONNECTION FOOT6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING Z r
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