HomeMy WebLinkAbout40081-Z „'g11FFatet
48' Town of Southold 10/22/2015
O G
P.O.Box 1179
} 53095 Main Rd
Southold,New York 11971
*
♦NII.
CERTIFICATE OF OCCUPANCY
No: 37853 Date: 10/22/2015
THIS CERTIFIES that the building DECK
Location of Property: 650 Bayview Ave, Greenport
SCTM#: 473889 Sec/Block/Lot: 52.-5-42
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore $fled in this office dated
9/2/2015 pursuant to which Building Permit No. 40081 dated 9/14/2015
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"AS BUILT”DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Cotrone,Don&Cotrone,Louise
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Aut►. ' ed gnatur
' `- TOWN OF SOUTHOLD
y
,,rg�F - SPG BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
#*
o` SOUTHOLD, NY
p*
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#: 40081 Date: 9/14/2015
Permission is hereby granted to:
Cotrone, Don & Cotrone, Louise
4 Wheeler Ct
Deer Park, NY 11729
To: .AAs-built" deck addition to existing single-family dwelling as applied for. Additional
certification may be required.
At premises located at:
650 Bayview Ave, Greenport
SCTM # 473889
Sec/Block/Lot# 52.-5-42
Pursuant to application dated 9/2/2015 - and approved by the Building Inspector.
To expire on 3/15/2017.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $500.80
CO -ADDITION TO DWELLING $50.00
Total: $550.80
Bu -. nspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date /2r){IJ
New Construction: Old or Pre-existing Building: v (check one)
Location of Propel-ty�J (95-0 0,2 t`J`C w ! --,J L SD Jetup ct)
House No. Street Hamlet
Owner or Owners of Prope�ti y.3 '4 SNL
Suffolk County Tax Map No 1000, Section 0 52 s 0 J Block 65 d U Lot W 2
Subdivision Filed Map. Lot:
Permit No. tiO0{ Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ So
011
Applicant Signature
rlije3 A OF SO o
* #
TOWN OF 'SOUTHOLD BUILDING. DEPT.
765-1802
INSPECTIO
[ ] FOUNDATION 1ST [ ] ROU PLUMBING
[ ] FOUNDATION 2ND [ ] SOLATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] AULKING
REMARKS: /1"-14.14-t (7* 4,..7),Avs4,€)
14,j) cel c J /LS
DATE 6 INSPECTOR
r'L1;LD DZSPEE°"TIQN=tat DATECONI E S
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FOUNDATION(1ST) . : , ., ,
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ROUGH FRAMING& ••
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PLUMBING • ,
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INSULATION PER N.Y, '•' y
STATE ENE12.GY CODE ♦ . -1 . ,
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TOWN OF SOUTHOLDl__' 1 \'7 F} ' I[ i ING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT D Do you have or need the following,before applying?
TOWN HALLf - i ------IBoard ofHealth
SEP m 4 21
SOUTHOLD, NY 11971 5 4 sets,of,Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 _ Survey
P i_ 0 D�A f
SoutholdTown.NorthFork.net 'ERMIT NG: 0; /;(1�'!) r, Check
• ISeptic Form
N.Y.S.D.E.C.
Trustees '
C.O.Application
I Flood Permit
Examined 1 ;20L5 Ll it , i.! ! ,
' Single&Separate
1
1 Storm-Water Assessment Form
'
A I J Contact:
Approved ,20/ c i
Mail to: Doti Carie-a•-&
1. �
Disapproved a/c __ j, /yr /]ve �� .(�
2 I _ I, .....
Ali. - Phone: D31 3(b gds
Expiration 3 5 ,20 / 7 - -
,,,
Buil• - or
APPLICATION FOR BUILDING PERMIT
Date .7'�'�b , 20 I)
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.adj9ining 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 Buil'ding'Irispeator,will'issue a Building Permit t6t1 e applicant. Such a permit
shall be kept on the premises available for inspection throughout the,work.
e.No building shall be oocupiedL'di used in'Bo`l'e or hilpart 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 h'as_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 Inspectorlmay 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 Townrof 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,'brdinances,building`code,housing code;and regulations,'and"to admit
authorized inspectors on premises and in building for necessary inspections. `
, , _ ! E D.,
thNo ,
(Signature of applicant or name,if a corporation)
, , ' ' (Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
'6(-./IV'e a1
Name of owner of premises ._ b D'c✓ 6 l e_vwg-
"' ` •(As`on the tax-roll or latest deed)
If applicant is a corporation, signature of duly authorized officer ' '
,
(Name and title of corporate officer) • 1
Builders License No.
Plumbers License No. , • - ..
Electricians License No. { ,
Other Trade's License No. i .
1. Location of land on whicue3-0 Pr"r��
proposed work will be done �t
C,5 0 j Al. %e . csaJ ,
House Number Street :' Hamlet
County Tax Map No. 1000 Section ®S 2- f)d Block 6-1: 0 Lot Z ! 0'0 0
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy MC t -" 432
b. Intended use and occupancy
, d
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal ' Demolition Other Work ` eriv.-
(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 ,
f,-: {`. E' }lit
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
Dimensions of same structure with alterations or additions: Front Rear_
Depth Height Number of Stories
•Iimensions of entire new construction: Front • ' : i'$ - ` Rear -- Depth
Height Number of Stories d•6,�- fetc-c_ w-.voJ
9. Size of lot: Front Rear . - . x�" r _._ ' > Depth
10. Date of Purchase • - -Name of Former Owner • '- '' '
11. Zone or use district'in'which premises are situated`''' ' ' ' ' '' ' ' - '
; , •
12. Does proposed construction#violate anytzoning'law,.ordinanpe or r'egulation?3YES . NO
13. Will lot be re-graded?,YES - . NO . .. ,Will excess fllibe removed from,premises?YES NO
14. Names of Owner of premises ., •1,,,.,, , ,,•: •Address.";:,•• . ., . , -. 'jPhone No.
Name of Architect . .. ,L .. I.I. Address ,:r : i=it- 1. ,i -t ' . :Phone No.
Name of Contractor , • `11- , • ,:i'',•'Address='; .q,.,"'i• 1''- -'a 'Phone-No.'
igh
Is this property'within-100 feet`of•a tidal wetland or a-=freshwater'wetland?-*YES ' ''NO ").4"--
F YES, SOUTHOLD TOWN`TRUSTEES &D.E.C. PERIVIITS'MAY`BE REQUIRED.' '
b. Is this property within 300 feet'of a tidal Weiland?-.* YES5''' ' ". NO' ' • ' , ' ' - `,•
•
* IF YES, D.E.C. PERMITS MAYBE REQUIRED. ,. ' ' '' '' ' : •l • ' '
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 NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY Qs, j(,c,L
-hz)c11 corfron`_ , . ' being,duly,Ssw,otn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, ,
(S)He is the N'-(-(RN-Q= - - - - --
(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 knowledge and belief; and that the work will be '
performed in the manner set forth in the application filed therewith.
Sworn to (fore t ...his-er- , . . a_m_ci,
day of ( -- am—20 i
Lc� ST
-..tr....,--.46L, s \ _ _ V 0-.--1.
Notary- b -�� NO.Staf id MVO ' Signature of Applicant
FQ
Scott A. Russell .•���-°5 F Slr(o)RMwATER
SUPERVISOR vp MANAGEMENT
y- 1
SOUTHOLD TOWN HALL-P.O.Box ':Q', Q •,, Town of Southold
53095 Main Road-SOUTHOLD,NEW YORK 11971 'Li
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
':-
06 B. Excavation or filling involving more than 200 cubic yards of material
. within any parcel or any contiguous area.
❑I C. Site preparation on slopes which exceed 10 feet vertical rise to
/ 100 feet of horizontal distance. '
❑[`J D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
r ❑EI/E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑0 F. 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, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
' APPLICANT. (Property Owner,Design Professi al,Agent Contractor,Other) S.C.T_ J• 1000 Date
/� ! , , o /A District �/� \---7/10/Kr"
NAME. //01��+ ftp`-1 (��r7 Z oo 05:00 0 2 ta,
W 65e__ Section Block Lot
FOR BUILDING DEPARTMENT USE ONLY '"F
Contact Informatiort 6'3 r - 3 r6 -- 804 di
:1 rirylrone\umA
Reviewed By:
Date. q�I� J5
Property Address / Location of Construction Work:
\F-1 Approved for proceaatng Building Permit.
Stormwater Management Control Plan Not Required
Stormwater Management Control Plan to Required
(Forward to Engineering Department for Review)
FORM " SMCP- TOS MAY 2014
_
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i I Os
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19:1* -V K *F 5* itn-.1,*L ft, i •??,*PERTY RECD CAR* S
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OWNER STREET b50 VILLAGE DISTRICT SUB. LOT *
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DO-041_0(Ats_e Li CO.,k6jr4., F,:: P-)a.krti ewAve„ .,/, j; ,-2, ,,,,
V V
FORMER OWN ER ' • '- N E ACREAGE
.1r-er3-a---- -Y.D4Reir_. , , t71-74
.- ..'.-.9V-e. V)v-iQ tr.r?P1 7 - --i"-LiVrs w TYPE OF BUILDING
V\i . 'itqajir #taiY/1-,D, gdfier
&. ) ;;;/..1:0 SEAS. VL. FARM COMM. IND. CB. MISC.
LAND IMP. TOTAL DATE REMARKS004 A.:-015,./2 y2, eFir-A?"A e ta („i_d op El c Pj
,12c) 8 /6o a /2d 0 .2 ,„
7 -
y 2/22,i)1671:-a•hr A-la-1C-ram jly. p- ' 0 vve eta fie;- rg/5,
0 /1- e' 1,‘ ,1 4 "S' ••-)1 ,--,‘-`1 180,, ,-,‘A).56pco, \-16\LLE7A:7;v..hmeaktuL*N_AAF. ‘...---9ADj:;
/ .._ --) --011—_.4/.?6/ fi'frt /0, 2__. -Me2--- L/z0 02/e/Z-Viamerhok., 10 6:qtord/xvz3 00,
3) Iz.sio(087/ - 0 ('61rOne.„ 0
. .
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE --6 7e/ 0 4 /49 a(V 0___ CP
---
Farm Acre Value Per Acre Value Are g /e De l) /4,
i
Tillable 1
Tillable 2
Tillable, 3 Fre- z-
Woodland
Swampland
Brushland
House Plot
Total
T
fit;{ '+.. } ..... `4 s� ��
1,{ .
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x7k r°4X�r.3 ;; d"'y i'4�"w�,���;fSe:���.r " rvol� 7 �
�i::a;moi l ' v`•? ';•'v'.t {f 4
t4�s . `p : L"' t c y}Yx 5 a*�y r� Y t ..
M. Bldg. a h''�O U 13'0 D � � Foundation Bath
Extension Basement d ` I—
. Floors
Extension Ext. Walls
/9.5 Interior Finish i'14 1
��G
Extension Fire Place /VD Hea4.t
Porch Attic
Porch Rooms 1st Floor
Breezeway Patio Rooms 2nd Floor
Garage a z z F6 14i 8 / D.riveway
6
-
0. B.
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NOW OR FORMERLY
\ FfZ4N/C N. TILL1NCNAST
NN.\\ 50.00'
,& d PPE
,.g 42'S 1 1.£6'CHAIN LINK TINGE Gam ,
6.i'E ,INK 20's
FERGE as E.
of ,, SNICK7DE 13'S
m I FENCE 1 p•E
0 0
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in
20..r In
61
SAGE w
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3730 Op"w oz'e
50.00
RAYVlr=W AV/ENUE
CERTIFIED TO: AREL 7500 S.F. a 172 9G 7ES
.STEP/-FEN GAUGER SURVEY OF
AQUEBOGUE ABSTRACT LOTS 84 ' 85
AMERICAN CENTURY MORTa4GE BANKING CORP. i
MAP OF
LA?C.MCNIS AND/O2 SUU5UKfdCb STRUCpL'RL'i RECOL'GEp OR UNRECORpEO SUN;,1i1ERhAVC1d
47E NOT GUARANTEED UNIESS PIlYSF1?ILLY ELOENT ON 7H£PREMISES AT SlTU,4TE Al
THE 7141E OF THE SURVEY.
GUArbWTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(5)8717 Af?SHAMOMQUF
ATOM 771E SURVEY IS PREPARED, AND ON HIS BEHALF TO THE WILE CON- TOWN OF SOUTf1OLD
AND TO PAM% GOVERNMENTAL AGENCY AND LENDING 1,VSTTJUROS LISTED HEREON,
NOT TTA SIE ASSIGNEES OF THE FETJADLE TO ADDITIONAL INSTITUTIONS OR SUDSSOUENGUARANTEES ARE
Rs SUFFOLK COUNTY, NEW YORK
THE PROPERTY LINES ARE T/l£OFFSETS(OR A'MENSIONS)SHOWN 1/EREON FROM THE STRUCTURES TO SCALE 1" = 30' SE.TEIl9BER 21, 1'
FORT ARE NOT MOOED TO GUIDR A E P H EERECT ON or NC£S ANO
c AINWGE S C.7 M. 01ST. 1000 SEC.S.' BLK.5 LOT 42
199
WAYS, POOLS, STI/SC PLANING AREAS.AnD171GS TO BUILDINGS AND
'WY DATER COTJSIRLY'AON-
Joe No.
M4P NO. 1 133 ��, ] Q � _ r� J i(L.
FILED JUL 5 1933 5 0 R v , i (� a R
RFVISIONS: .,�;: ( 1 94 1,'t51.fo ra r,�;g.1 way
REV. CERTS 9/24/99 n3 Norton Ba _
ti- i" sj1- '" (5n ", N.Y3o 4141 ,-ye
-i—$
��, Marcrc E Charas LS
' '
Poul T Conol/sosLS. Robert essors to
^enSe IRO. 050149 Good Ground Surveyors, p C�Qrf, LS
L'/:
COMPLY WiTH ALL CODES OF L'/: ' ✓
•
•
NEW YORK STATE & TOWN CODES
AP ROVED AS NOTED . AS REQUIRED AND CONDITIONSrOF RETAIN STORM W=r'�R t'rf";,FF
DATE: 6 .P.# _ - PURSUANT TO CH;""� '; I, a6
FEE: ' /1/ , BY: I . .t ,,,..�a ' t=3= OF THE TOWN CODE.
NOTIFY BUILDING DEPART► IT AT Yvir7.UL MTEE$
7E5-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS: PLAN CON N :
WIND FRAMING NOTES NAILING SCHEDULE 1. FOUNDATION - TWC) RFOUIRED
CF- \ I-- FR A �. 0 H S ROOF FRAMING: FOR POURED COifl RRT\EY CLASSIFICATION R3 RESIDENTIAL
1).RIDGE-TO-RAFTERA33EMBLY: 2. ROUGH - FRAMING & PgUitiBING USE DWELLING
1-1/4'x20 gauge strap shall be attached to each gait of utters h accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES 3. INSULATION
When a color tle la used in leu ohs ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT
CONSTRUCTION NOTES: In such end d the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL 4. FINAL - CONST TI�fJ I F CONSTRUCTION _
TOP PLATE 10'WAW 4-8d COMMON RAFTER BE COMPLETE FOR C.O. PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
1).The Information wtWn this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH ALL CONSTRUCTION SH�i �l I A
Lateral framing and shear well connections for TOE- NAIL 1995 SBC HIGH WIND EDITION. WOOD FRAME CONSTRUCTION MANUAL
intent and lyaocedetsls.Theyarelnten iceed asaoo compliancestruction
current
TO TOP PLATE 10'WALL4-8d COMMON JOIST REQUIREMENTS OFTHE� Q,(�� Q TS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES
for generally accepted good buldng practice and connplarxse with current New York accordance b table 3.3.When a rafter or truss do not fall In the with studs below.ratters
State building codes.The General Contractor is responsble 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 -
the to the wall stud with uplift connectins.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL YORK STATE. N DT RESPONSIBLE FOR EXT. BALCONIES 60
sounnd and
details rpr of complex to endure a proleeeloraly finished,structurally shalt be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DESIGN OR CONSTRUCTION ERRORS. DECKS 40
sound and a weatherproof completed product
.WALL-TOa+VALLASSFJNBLY: OVERPARTTiiON WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10
2).The General Contractor is responsble for ensuring that all work and construction 3). COLLAR TIE AS PER TABLE 3A EACH FACE
meets current federal,state,cocnty and local codes,ordinances and regulations,etc. Wel studs above and studs below a floor level shall be attached with uplift connection In r ATTICS w/ STORAGE 20
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 Ina with studs below,the TO RAFTER WFCM-SBC END NAIL - OCU Q I AD CALCULATIONS
studs shall be attached to a common member in the floor asses with uplift connectors in BLOCKING EACH TOE LIVE LOADS PSE} ROOF (GROUND SNOW LOAD) 450
should be adhered to evenIfhvw'araewiththeplen. assembly a 2-BdCOMMON ROOMS (OTHER THAN SLEEPING) 40
accordance with table 3.3. TO RAFTER END NAIL ND _ USE IS U LAN FUL ROOMS (SLEEPING) 30
3).Dimensions shall take precedent over scaled drawings. 4).WALL ASSEMBLY TO FOUNDATION: RIM BOARD 2-16d COMMON EACH NAI
(DO NOT SCALE DRAWINGS). First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift TO RAFTER END NAIL WITHOUT CE RTI F I C STAIRS 40
4).The engineer has not been engaged for construction supervision and assumes no connector's.Steel straps shall have a minimum embedment of 7 Inches In concrete WALL FRAMING: GAURDRAILS (ANY DIRECTION) 200
responsibility for corstructon coordinating with these plans,nor responsbiity for foundation and slab-on-grade,15 Inches in masonry block foundations,or lapped under NAIL NAILF OCCU PAF C��URE C A TAGORY
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 NO LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
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 TOP PLATE TO PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE
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, TOPPLAS 2-16d COMMON FOOT SEE NOTE 1 NAILING SCHEDULE SEE GENERAL NOTE PAGE
anchor bolts are to be spaced between 6-12 tries from the end of a sill plate and al
5).Refer to the Window and Door schedule for exterior openings. COMM. TOP PLATES AT 4-18d COMMON JOINTS FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
INTERSECTIONS EA.SIDE NAILFIRE PROTECTION YM.:
6).The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE SEE FLOOR PLANS
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 Inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL (SMOKE 8c CO2 DETECTORS)
attached with 8d common nails at 6'o.c.at the panel edges and 12"o.c.In the feld,and TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
7).The General Contractor i to consult van to owe for al built-in Items 1/2 inch gypsum walboard on the interior attached with 5d cooler nails at 7 o.c.at panel HEADER TO 16 COMMON 16"O.C. FACE
such as bookcases,shelving,pantry,covets,trims,etc. edges and 10"o.c.In the field shal be In accordance with the length requirements specified HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1
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 COMMON PER 2x6 STUD NAIL
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE T0:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b tinea the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON R FACE NAIL
length adjustment factors In table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to -
determine Intended heights of fifshed floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING:
Allowable sidewall lengths provided in table 3.14 shal be permitted to be increased whenNAIL
2).Al footings to rest on undisturbed(virgin)soil.Assumed bearing 3000psf Interior shearwals are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING NOTES
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 COMMON PER TOE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
concrete or masonry wale ocxutng In exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
Header and/or girder connections shal be attached with uplift connections in accordance BRIDGING EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
4. new concrete walls beingattached toe concrete structure shall2-8d COMMON
Anyxbstthgwith table 3.5.Window ail plates shall be have steel connectors In accordance with table TO JOIST END NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
be installed with#4 re-bar,18"long at 12'o.c..Use approved epoxy for installation. 3.5.
BLOCKING EACH TOE MODERATE SLIGHT TO
5).Unless otherwise noted,al slabs on grade to be 2500 p.s.I..Concrete to beTO JOIST 2-Bol COMMON END NAIL 20 LBS. 120 B SEVERE 3 FT. 11 YES -
9).CATHEDRAL CEILING ASSEMBLY: TO HEAVY MODERATE
poured on 4 inch thick sand or gravel ill with 8x6 wry mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE
to be minimum 3-1/2 inch thick anchored on top of the beam or slope connectors shal be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
along the open ceiling part of the buiding.Connections to the ridge and wall shall be be LEDGER STRIPEACH FACE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
6).Crawl spaces to be provided with a minimum 18524'access opening.Install one attached with the above requirements. TO BEAM 3-18d COMMON JOIST NAIL
8x18 cast iron foundation vent for every 150 sq.ft of area. SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-6d COMMON PER TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
7).Dampproof exterior of foundation with bituminous coating es per section R406 of TO BEAM JOIST NAIL 4'PERIMETER EDGE ZONE 8d COMMON B"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3
N.Y.S.Residential Construction Code.A 6-ml polyethylene film anal be applied over 1}.Unless otherwise noted,all framing materiel to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to bedding. All fasteners,hangers and anchors to be gaMnized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL INTERIOR ZONE 8d COMMON a 6'O.C. 8d COMMON 012'O.C. SEE NOTE:2 NOTES: FIELDS)
2 FOR PANEL FIELD
2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-1 Bd COMMON PER TOE NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON a 4'O.C. 8d COMMON 0 4"O.C. SEE NOTES:1,3
8).Drainage as per section R405 of N.Y.S.Residential Construction Code. SILL OR TOP PLATE FOOT SEE NOTE:1 --
awithwith miGirders on concrete nims um dia anchored be long abolt with connectorsanchored
nd nu NOTES
NAIFRAMING NOTESROOF SHEATHING:
1).Al framing techMques and methods as prescriptIve design of 2001 SBC High Wind 3).P supporting girders shall be anchored to a 12-x12-x12'thick concrete footing. JOINT DESCRIPTION L SPACING NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
QTY.Edtlon Wood Framing Construction Manual. Use a minimum 1/2'dia x 7'long anchor bolt with washers and nuts.Footings Shal
be 31t.below grade.Concrete piers to be used with al porches/dedcs with roofs or pergtas. STRUCTURAL PANEL 8d AS PER TABLE 3.8 1).For roof sheathing within 4 feet of the perimeter edge d the roof,Indudng 4 feet on each side of the roof peek,
2).Unless otherwise noted,al framing and structural wood material to be#2+BTR. WFCM-SBC the 4 foot perimeter edge zone attachments required shall be used.
Douglas Fir. 4).Deck joists to have bloddng at 8'o o.c.. CEILING SHEATHING: 2).Tabulated 12 inch o.c.nail spacing Fumes sheathing attached to rafter/truss framing members with G>0.49.
3).Froom,walls,ceilings end rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 Inch flashing shell be Installed between the building and ledger. JOINT DESCRIPTION NAIL NAI- NOTES For framing members with<0.42<G<0.49,the nal spedng shall bo reduced to 6 Inches o.c.
otherwise. - Ledger to be fastened to building with 1/2"de.bolts with washers and nuts QTY. SPACING
where needed. GYPSUM T O.C.EDGE 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR Doug.FY. WALLBOARD 5d COOLERS 10"O.0.HELD framing members with 0.424040.49,the nail spacing aha/be reduced to 3 inches o.c.
Bearing wail headers to have(2)jack studs and(2)full length studs on each side of al 6).Concrete piers sinal be/minimum 6-above grade.
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window alts shall also have(2)window sit plates for 2x4 wal 7).Al joists to be supported with hangers and anchors.Each Joist shal also be anchored
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to gk.der(s). JOINT DESCRIPTION NAIL SPACING NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
and bloddng where applicable.
5).Al flush beams/headers to be installed with heavy duty gaMNzed hangers and
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS TABLE PER 9 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
WFCM-SBC AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
anchors where applicable b all connecting joists. PLUMBING NOTES 7/16"OSB 3'0.C.EDGE1,
8).Double up floor joists under walls that run parallel to the floor Joist and under bathtubs. 1).Al water supply,drainage and venting to be Installed as per N.Y.S.Residential COMMON 4'EDGE ZONE 8d COMMON 6'O.C. 8d COMMON 012'O.C. SENOTE:2 3(BOTH FIELDS)
PLYWOOD 8 O.C.FIELD ® 2 FOR PANEL FELD
Floors to have ceramic tie installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM5d COOLERS 7' O.C.EDGE INTERIOR ZONE 8d COMMON @ 8"O.C. 8d COMMON Q 12'O.C. SEE NOTE 3
FIELD
plana. WALLBOARD 10'O.0. D
2).Verify septic system with the Engineer for Suffolk County Health Department approval.
7).Provide blocking/bridging in floor joists at 8'0 o.c..Use sold blocking in floor joists FLOOR SHEATHING: NOTES
under all bearing walls. 3).If wall studs,plates or joists ere cut out during Installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING
8).Provide insulation battles at save vents between rafters.Install draft bloddng as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6'O.C.EDGE 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C.FIELD be used.
9).Unless otherwise noted,al roofs and walls to have a minimum 1/2'thick,4-ply Flr 1).Mechanical subcontractor is responsible for adheartng to all applicable codes and safety NOTES: 2).Tabulated 12 Inch o.c.nal spacing assumes sheathing attached to stud framing members with
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. G>0.49.For framing members with 0.424:G'c,the nal spacings shat be reduced to 6 Inches o.c.
THESE NOTES ARE ONLY TO BE REFERRED TO IF
10).Unless otherwise noted use 3/4"thick TdG PTS Fir or Advantedt plywood sublloor 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 3).For exterior panel siding,gaivinlzed box mals shall be paraded to be substituted for common nails.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed
equipment supQrer.
over subfloor as per manufacture's Instructions. 1).Nailing requirements are based on wall sheathing
3).HVAC subcontractor to provide final system layout drawing and submit It to the General naiad 6"on-center at the panel edge.If wall sheathing
11).All bathroom walls to have 1/2'thick moisture-resistant sheetrodc.Garage wells and Contractor and owner for final review and approval. is nailed 3'on-center at the panel edge to obtain higher .
rements for structural •
tceilingso have and larover shee to have 5/8'ai thick ane Al other parts of building shear ELECTRICAL NOTES: nailing or
to have regular 1/2"stneetroccc.All walls to be taped and finished. alternate connectors,
such as
12).All roof with a pitch lees than 4:12 shal be Installed with an Ice&Water banter or 1).Al electrical to be Installed as per N.Y.S.Residential Construction Code. shearsiheil be used to maintain load path.
•
•
approved equal.Flat roofs shall be applied with a Fbergles base sheet with an EPDM 2).When well sheathing is continuous over connected 4F;•'`z :i P
torch down type material over. 2).Al electrical work shall be approved bye qualified Underwriter. members,the tabulated number of nails shell be permitted -ti:;' +- :°,.
to be reduced tot-16d nail per foot � 4, `f w j' -: ;i;
13).All sit plates end wood in contact with concrete to be pressure treated.Sill plates to 3).Instal Smoke detectors and Carbon Monoxide detectors throughout as per section R317 J`, 0' ,..,-2.,,,4,/,...c,,,;
be installed with a foam sit gasket and cop-r-tex ternYts shield or approved equal. of N.Y.S.Residential Construction Code.
kt.. r .�r. �),;,
3... k" V�O� R.
----- ---- ----------- -
WIND RESISTANT CONSTRUCTION CONNECTORS •
DECK 8c PORCH CONSTRUCTION DETAILS 8c WIND LOAD PATH CONNECTION DETAILS CONNECTION OCATION PART NUMBER NOTES
4x4 POST TQ FOOTING ANCHOR PAU44 OR WE44 PAU44: USE w/ MIN. 1/2" DIA. x 7" ANCHOR BST
6x6 POST TO FOOTING ANCHOR PAU66 OR WE66 pAU66: USE w/ MIN. 1/2" DIA, x 7" ANCHOR BOLT
4x4 POST TC GIRDER/HEADER PBS44 / PBSE44 / KC44 ,IJSE ONE TWE FOR EACH POST
6x6 POST TC GIRDER/HEADER pBS66 / PBSE66 / KC66 AJSE ONE TYPE FOR EACH POST
POST/COLUM TO GIRDER/HEADER LSTA12 OR LSTA24 ,USE (2) FOR EACH POST/COLUMN
'rel .��` RAFTER STAIR STRIK ;R CONNECTION TMU26 OR MPA1 USE ON EACH STRINGER
RAFTER/JOTS" TO HEADER TYDOWN RT15 USE FOR EACH RAFTER01°°1° 44111141111%
RAFTER TO Ll :GER BOARD TMU26 OR MPA1USE ON EACH RAFTER. MPA1 USE ONLY
-` _ WHERE TMU26 CAN NOT BE USED� , �� � ' V. : THE FOLLOtMNG OR APPROVED USP METAL CONNECTORS FOR PROPER WgVORESISTANTCONSTRUCTION.
RAFTE LEDGER r1,#141 '' F( .LOWMANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONSTOACHIEVEMAXIMUMUPUFTLOADCAPACITY.
RIDGE � '3 ` 11 � 1111.01p\t.
' NAILING SCHEDULEHEADE ROOF FRAMING:
, NAILNAIL4 .
JOINT DESCRIPTION QTY. SPACING NOTES
i \ RAFTE'
i•00.'/ -1-111: '', 1 RAFTER TO 5 WALL'3-ed COMMON EACH TOE-NAIL
TOP PLATE 10'WALL:4-0d COMMON RAFTER
CEILING JOIST V WALL:3-ad COMMON EACH i O TOP PLATE 10'WALL:4-ad COMMON JOIST TOENAIL
CEILING JOIST O AS PER TABLE 3.7 EACH FACE
TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION PARALLEL RAFTER WFCM-SSC LAP NAIL
CELING JOIST LAPS AS PER TABLE 3.7 EACH FACE L.
OVER PARTITION WFCM-SBC LAP NM. Op
COLLAR TIE AS PER TABLE 3.4 EACH FACE !++
O RAFTER WFCM-SBC END L
C
STAIR TREAD � BLOACNG EACH
IriM
TO RAFTER 2"�COMMON END RIM BOARD
GIRDER/HEADE Are
EACH END 0 >1.6
2.lid 'y
RIM BOAR e ►�
POST— • * WALL FRAMING: L�
46
li' S TR I N G E' j-= �/. ':.
JOINT DESCRIPTION qTY. 9�AciNc t;O?£S
POST COLUM/ TOP PLATE TO 2-16d COAA�AON FOOTFACE NAIL 413 IS)OP PLATE Q RIM/DECK J 0 I TOP PLATES AT SIDE FACE
to. 4-16d COMMON
• STRINGER TO DECK/PORCH CONNECTION INTERSECTIONS EA.4• FACE �
IL
STUD O 2-16d COMMON GIRDER/HEADER TO POST/COLUMN CONNECTION ,§
STUD
O.0 00. NN
HEADER TO 18d COMMON 16'O.C. FACE
.�.
HEADER ALONG EDGES NAIL V
a •
TOP OR BOTTOM 2-1Ed COMMON PER 2x4 STUD END
POST TO DECK/PORCH CONNECTION PLATE TO STUD 3.led COMMON PER 2x6 STUD NAIL
BOTTOM PLATE TO
JOIST, AND JOIST,
2-'ad COMMON F�RT FACE NNL . ..a
. FLOOR END JOIST
s
DECK JOIST FLAKING:
JOINT DESCRIPTION NAL NAIL NOTES
QTY. SPACING
V Sr
GIRDER/HEADE' t ; , i JOIST TO:
SILL'TOP PIAT E OR GIRDER 4 6d COMMON- PER TOE
JOIST NAIL il Oi
=i BRIDGIN'3 2-ad COMMON EACH TOE
h� GIRDER/HEADE' '��C
I TO oc 2-� END NAIL 0 a-
POST COLUMPd--- 1le JOIST � - TOJo�T END ""L/ ,ie/ BLOCKING O: EACH OE !•r
LLLED�GET�PUItTE
3.16d COMMONBLOCK RAE
FACE it
POST COLUM / 3-,6ecOMhloN NM.
/ TO BEAM JOIST
PER END
JOIST ON LEDGER 3- 40
PER TOE
• GIRDER/HEADER �� TO SENA JOIST NINL or
TOE
TO JOIST JOIST NAIL
BAND 3-1Ed COMMON
1a •' BANG JOIST TO: PER
SILL OR TOP PLATE 2•16d COMMON FOOT TOE NAL
OOF SHEATHI G:
GIRDER/HEADER TOP ST�COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO G1RD RE /HEADER CONNECTION JOINT DE T)ONCfTY. NOTES
s Ac.ING
STRUCTURAL PANEL Ed AS PER TABLE 3.6
WFCM-SBC
DECK AND COVERED PORCH NOTES:
NIbra,hangarsaUnless otherwise mid,d alining motoristindro pilvkib std o be ft' steel. bested lumber.
-.11 Gaddy on concrete piers shell be anchored with proper steel connectors anchored
2).Girders for deck adds b be bolted or endued b aecn post or pier wall wisher.and nuts.
411
Mkt comate walla minimum 1?dle x 7•long anchor bolt with washers end ruts
GIRDER 1► 411ti
3Use a minimum 1/2*die x T'long IN*comets footing.
.nbe it with washers and r Footings
III 61, P 0 S Tbe 3 ft.below grade.Girders with roofs shell here 12'die.concrete piers 3'below grads.
WOOD J 01111141rbi°' L® jl 4,.Deck Joie b hers btoadng d 6d
' 5).A nilnkn r n of 10 inch fading shell be Welled between the bulking and ledger.
"'t • v ", GIRDER/HEAD ' 11, , 1 I( Ledger b he f to bulking with UT dd.boas with washerw end nuts
CONCRETE PIE' ` 12"x12"x12" CONCRETE FOOT - • A,> • ! d,6'o.c.
•A� `�''I ' ' 6).Canasta piers shN baa minimum r.bow grade.
WOOD JOIS lI
(A.. v (A r (A
7).Al Joists b be suppoMd with helium;end anchors.Each Joist shell oleo be anchored
•" > • A b fir(.).
Y ,'A. 6).Covered tools Meer be e.asnfsled and anchored to sena nanny as a typical balding.
'A ..",
POST TO FOQTING CQNNECTION
• CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
JOIST FRAMING FLUSH WITH GJRDER/HEADER
GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
GIRDER TO CONCRETE PIER CONNECTION • SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAY/1M HAZARos
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
MODERATE SLIGHT TO
45 LBS. 120 B SEVERE 3 FT. 11 NONE
O HEAVY MODERATE
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