HomeMy WebLinkAbout1000-96.-4-8.1 DISAPRIV ,WAL
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New Concrete Slab
and Wood Frame
Roof
Scale: 1" = 30'-0"
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Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education
Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 051 Erg �Cra
Professional Engineer,Architect,or Land Surveyor,to alter any Rem in any way.If an item bearing
the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or
Land Surveyor shall affix to the Rem his/her seal and the notation'Altered by'followed by his/her
signature and the date of such alterations,and a specific description of the alteration.
1/4" 1'-0"Scale. Condon Engineering, P.C.
Drawn by : JJC 50015 Depot Lane
1755 Sigsbee Road
Mattituck, New York 11952 Cutchogue, New York
Date : 11-14-2013 (631) 298-1986
I .j
xisting Roof Rafters
2' Plywood
2x6RR
16"OC
Nail New to Exis in -------------- lywood
2x6RR
16"OC
2 x 4 Brace
`° = Existing Roof 16" OC
x cm
N
impson H2.5T
---------------------------------------------------------------------------------------------------------------------------------------------
Existing Wall 5„
(2)2 x 12 s 0 Bolt
- - $ — - - - - — - - -�- - - — � 2) 2x12
A Southern Roof Plan
S-3
Scale: 1/4" = 1'-0"
Slab on Grad \x6ACQ
4"
impson ABU44
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Existing Slab on Grade
New Slab on Grade 4_31'
00
—100 (2) No. 5 Rebar 3"
r-
16"
A Southern Slab and Roof Section Detail
Scale: 1/2" = 1'-0"
Z, Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2001,Page 139)
Joint Description Number of Common Nails Nail S acin
ROOF NAILING
Rafter to Top Plate(Toe-nailed) 3-8d per rafter
52'-10 6" X-24�� Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist
S-3 Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d each hap
Southern Slab Plan Ceiling Joist Laps Over Partitions(Face tailed) 5-16d each lap
Collar Tie to Rafter(Toe-nailed) 2-10d per be Design Loads:
Blocking to Rafter(Toe nailed) 2-8d each end
Scale: 1/4" = 1'-0" Rim Board to Rafter End Nailed 2-16d each end Roof-Live Load -20 psf
WALL FRAMING - Dead Load- 15 psf
Framing Notes: Foundation Notes: Top Plate to Top Plate(Face-nailed) 2-16d(1) per foot
Top Plates at Intersections(Face-nailed) 4-16d joists-each side
Stud to Stud(Face-nailed) 2-16d 24'o.c. -Wind Loads- 120 mph-ASCE-7
The contractor is to verify all measurements in the field and any The contractor is to verify all measurements in the field and any O I O I O Header to Header(Face-nailed) 16d 16"o.c.along edges MWFRS -Method 2
discrepancies are to be brought to the attention of the Engineer discrepancies are to be brought to the Engineer prior to I I
-t—— Top or Bottom Plate to Stud(End Nailed) 2-16d per 2x4 stud
prior to construction. construction. ——t-—
Wood Framing Q I 0 I O
1 -All concrete 3,500 psi after 28 days minimum.
1 -All lumber is to be No. 2 or better Douglas Fir Larch (N)with the ——!—————————————1—— Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d(1,2) per foot Design Criteria-
following minimum specifications: 2-Footings are to be installed on undisturbed virgin soil.The I I FLOOR FRAMING
O I O I 3 Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist
bottoms of all footings are to be installed a minimum of 3' below NYS Residential Code R301.2.1.1 and utilized the methods
Fb= 825 SI Bridging toJoist(Toe-nailed) 2-8d each end
p grade unless indicated otherwise. Blocking to Joist(Toe-nailed) 2-8d each end and procedures stipulated in Chapter 2 Engineered Design
Fv= 95 psi Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block and Chapter 3 Prescriptive Design in the 2001 American ,
Fc perp =625 psi 3-Backfill along foundation walls is to be clean material and is to �Ledger Strip to Beam(Face-nailed) 3-16d each joist Forest and Paper Association Wood Frame Construction p� NEW
Zone 1 Zone 2 Zone 3 2001 WFCM Joist on Ledger to Beam(Toe•nailed) 3-8d perjoist Manual �P��.!:c' r0�E = 1,600,000 psi be mechanically compacted in 6 lifts to 95/o of maximum dry Band Joist to Joist(End-nared) 3-16d per joist ( )for One and Two Family Dwelling Units
S
density. 6" O.C. 12" O.C. " O.C. Band Joist to Sill or Top Plate(Toe-nailed) 2-16d(1) per foot and ASCE 7.
2-All beams fabricated with multiple are to be nailed/bolted . Field /o R;ROOF �—
SHEATHING • �;
3-All straps, connectors, plates, bolts, nails, etc. are to be Masonry Notes: Panel Edges 611 O.C. 6 O.C. 4 toO.C. Structural Panels 8d (Detail sheetS-2) r- �'" ar
galvanized or stainless steel. Designated connectors, strap etc. on 1-All masonry construction shall comply with the New York State Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education '" +
these drawings are made by Simpson unless indicated otherwise. Building Code and ACI530 99/ASCE 5-99/TMS 402-99 latest -Nailing Requirements for 120 MPH, 3 Sec. Peak Gust, Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed
AllEngineer,Architect,or Land Surveyor,to after Rem in an way.If an item bearing �----
All connectors, straps etc. are to be nailed/bolted in accordance revision. �„ CEILING SHEATHING g y y Y y '
2 Thick Roof Sheathing with 8d Common Nails the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or
with the manufacturer's specifications. Gypsum Wallboard 5d coolers 7'edge 110'field Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by his/her
Roof Sheathing Nailing Details signature and the date of such alterations,and a specific description of the alteration.
2- All masonry work shall consist of masonry units of concrete WALL SHEATHING
4-All roof sheathing is to be 15%2 inch APA Rated Exposure 1 block erected plumb and true with neatly tooled joints. SCALE: 1/8" = 1'-0" Structural Panels 8d 6'edge/12'field
plywood and shall be nailed with 8d common nails 6"OC edges and
12"OC field. 3-All mortar or masonry construction shall conform to the Gypsum Wallboard 5d coolers 7'edge/10•field
= -0'
requirements of ASTM-270. FLOOR SHEATHING Scale: 1/4" 1'
5-All bolts nuts and washers are to be hot dipped galvanized. Structural Panels Condon Engineering, P.C.
4- All masonry units shall conform to ASTM C-90, 75% solid, Grade 1'or less 8d 6'edge/12"field
6-All lumber that comes in contact with concrete is to be ACQ N-1 with fm= 1500 psi minimum. Drawn by : JJC 5005 Depot Lane
WL
(1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed 3' 1755 Sigsbee Road
pressure tested lumber. on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be Mattituck, New York 11952 Cutchogue, New York
doubled,or aftemate connectors,such as shear plates,shall be used to maintain load path. Date : 10-30-2013
(2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be (631) 298-1986
reduced to 1-16d nail per fool
Plywoo
Simpson LUS21
x 12 RR
16"OC
51
,'0 Bolts
impson H2.5
3)2 x 12
x 6 ACQ
CO
24"O Concrete Footing
L24"0— Western
s
cale. 1! Section
109-819 1 OW-811
10'-8;1" 101-8 911,
4 -34 S 92
(3)2 x 12
C)
C14
X
C141
C'J 0
X (D C14
C.4
2 x 12 RR
16"OC
bo
J. C
Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education
Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed
Professional Engineer,Architect,or Land Surveyor,to alter any Rem in any way.If an Rem bearing
the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or 'SS1
Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by his/her
signature and the date of such alterations,and a specific description of the alteration.
Scale: 1/4" 1'-0'
Condon Engineering, P.C.
1 1
Northern Roof Plan Drawn by : JJC 1755 Sigsbee Road 5005 Depot Lane
Scale: 1/4" = 1'-0" Date : 11-14-2013 Mattituck, New York 11952 Cutchogue, New York
(631) 298-1986
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FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: November 21, 2013
TO: Jed Klaus
PO Box 1470
Mattituck, NY 11952
NOV
Please take notice that your application dated September 5, 2013
For permit for "as built" Additions and alterations to an exist storage laom�clit��_pro�a��5e�cl add t.i nws
and walterations to an exist,t Mst:ca.�clatL�lrilxlg 1t d_ll e..pEgpgs ._��ata�tEpgion,of a ne + t(�x aloe-b,uj c
at
Location of property, -iQry_Q ut;[�,atro utclrca ue
County Tax Map No. 1000 - Section 96 Block 4 Lot 8.1
Is returned herewith and disapproved on the following grounds:
The proposed,and "as built" construction on this 3.25 acre parcelin theLimitedBusinessW(LB�mzonewis
r t 1r rr tttcc�1 rslrant,_tc ctac[ I aca tac a 2�,vr�llrzz k t tes�,
"Except as otherwiseprca ricia l here me kauticft arlareinisesshaii..be:w used and no build'
past thereof li llwbe ejected or altered in the LB District unless the same co t rrms tomthe Bulk
Schedule..and [?arkln _and l� qdl . hedule into, rated into,this el�al�tetw;.iay�e�fer ra �m tttl
the.same force and effectasm if such regrGlationswere set forthherein in full."
According to Bulk Scedua side yard setback eet.isrequired.h „ _
The "as built" construction notes wa.. ._side._y �rcl setback s..it c ro.sse tlrcnlr°ca11e M6:y ltt?ew.
furthe rtroorc pu suantmmtct Article 1 , Sect of ...280 1 aLl_c-onstruction re0uires sitempl r a pL(Ival, moll
the Southold ]'ownlannitig Bcratd
"`A )rized Si ature
CC: file, Z.B.A.
Note to Applicant: Any change or deviation to the above referenced application may require
additional review from the Southold Town Building Department.
FOR INTERNAL USE ONLY
SITE P �'�
USE �;T� �IIATION
lnl lal peterrm�1natlo 9
n
Date Sent•.
Date:
f�
Project Name:
t
project Address: '
1 Zoning Distri&--L: --
Suffolk County Tax Map No.:1000= A—d-ILReq
� documentation,as to
of Buildir-g Permit Application and supporting
(Note: Copy .
-proposed use or uses should be Wbmitted.)
Initial Deterrhina#i=as, fret er use is permitted: �� -01
Initial Detertynation a to whether site lan iseq
tns ector
- �' Signature of Building p
Planning Department (P.D.) Referral:
q I -�P.D. Date Received:
Date of Co ment.-
Comments:
Comm
<; q
Sig rt airs of Fl6nning Dept Reviewer
Date:, /
Decision:,__,_..... ... ._
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