HomeMy WebLinkAbout43460-Z Town of Southold
2/25/2019
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40227 Date: 2/25/2019
THIS CERTIFIES that the building ACCESSORY ALTERATION
Location of Property: 22950 Route 25, Orient
SCTM#: 473889 Sec/Block/Lot: 18.-5-10
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/11/2019 pursuant to which Building Permit No. 43460 dated 2/11/2019
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:
ALTERATIONS TO AN EXISTING ACCESSORY GARAGE
The certificate is issued to Westvind,Lars&Gulsen
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43460 02-22-2019
PLUMBERS CERTIFICATION DATED
t7
tgnature
TOWN OF SOUTHOLD
\oS,yrfol��oGy$j BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
Wo L- SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 43460 Date: 2/11/2019
Permission is hereby granted to:
Westvind, Lars
2405 Diedricks Rd
Orient, NY 11957
To: Alteration of an existing accessory garage, as applied for. Replaces BP# 38182.
Permit was amended to reduce the scope of work eliminating the entryway addition.
At premises located at:
22950 Route 25, Orient
SCTM #473889
Sec/Block/Lot# 18.-5-10
Pursuant to application dated 2/11/2019 and approved by the Building Inspector.
To expire on 8/12/2020.
Fees:
PERMIT RENEWAL $57.20
Total: $57.20
Building Inspector
TOWN OF SOUTHOLD
,;ti��;` BUILDING DEPARTMENT
® ;"; TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 38182 Date: 7/18/2013
Permission is hereby granted to:
Hernandez, Jose & Hernandez, Ivonne
22950 Route 25
Orient, NY 11957
To: Entryway addition to an existing single family dwelling and alteration of an existing
accessory garage, as applied for. Two c.o.s required.
At premises located at:
22950 Route 25, Orient
SCTM # 473889
Sec/Block/Lot# 18.-5-10
Pursuant to application dated 6/24/2013 and approved by the Building Inspector.
To expire on 1/17/2015.
Fees:
ALTERATION OF ACCESSORY BUILDINGS $114.40
CO -ACCESSORY BUILDING $50.00
SINGLE FAMILY DWELLING - pier $212.00
O -ADDITION'F�)D iLLING $50.00
To 1: $426.40
ilding I sp
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Nom'
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).
a. Approval of electrical installation from Board of Fire Underwriters.
4_ "Sworn statement from plumber certifying that the solder used in system contains less than 2110 of I% lead. "
5. Commercial building,iffdustrial 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 G°pre-existing" litad uses:
1- Accurate survey of property showing-all property lines,streets,building and unusual natural or topographic
features.
2_ A properly Epmpleted 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
I- 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_ (/6�f_ef� ,zl C
New Construction: Old or Pre-existing Building: (check one)
Location of Property: tAO_41.d
House No_ Street Hamlet
Owner or Owners of Property: /t7'19 �t(44Y&"10 "eOPTV /,^-P .
Suffolk County Tax Map No 1000, Section 18 Block -10Lot
Subdivision Filed Map. Lot:
Permit No. :3 , Date of Permit. ! Applicant:
P,;
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Zequest for: Temporary Certificate Final Certificate: '�
(check one)
=ee Submitted $ t"(;
4A
Applicant Signature
Town Hall Annex Mrs j` �+r'"' Telephone(631)765-1802
54375 Main Road i i Fax(631)765-9502
P.O.Box 1179 "V roger.riche rt(ab-town.southoId.ny us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To. Lars Westvind
Address: 22950 Route 25 City: Orient St: New York Zip: 11957
Building Permit#. 43460 Section: 1$ Block 5 Lot: 10
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: AS BUILT DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor X Hot Tub
Addition Survey X Attic Garage X
INVENTORY
Service 1 ph 200a Heat Duplec Recpt 21 Ceiling Fixtures 7 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors
Main Panel 200a A/C Condenser 1 Single Recpt 1 Recessed Fixtures CO Detectors
Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect 6jSwitches 8 Twist Lock Exit Fixtures 11 TVSS
Other Equipment: "AS BUILT" "ELECTRICAL SURVEY" "NO VISUAL DEFECTS"
DETACHED GARAGE ONLY
Notes 1-50-welder recpticle,20 feet of lighting tracl
Inspector Signature: Date: February 22 2019
81-Cert Electrical Compliance Form.xls
4 pF SOUTyO
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INS-PECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] I SULATION
[ ] FRAMING /STRAPPING [vf FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
tv
DATE 2- INSPECTOR
hO��OE SOUIyo�
TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm, 765-1502
INSPECTION
A
I I FOUNDATION 1ST [ ] ROUGH PLSG.
[ ] FOUNDATION 2ND [ ] INSULATION
I l FRAMING /STRAPPING [ ] FINAL
I l FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
,r-1 "L
DATE 2/ 02, INSPECTOR r
FIELD `1N-UP03V DATE CONZIENTS
FOUNDAnON(IST) h-
FOUNDATION(2ND)
r
9 O
ROUGH FL2ABWQ&
PLUMING
m
r�
INSULATION PLA N.Y. 1-3�
STATE ENERGY CbDB -1
Aw
FINAL
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BIJLDING 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
SoutholdTowri.NorthFork:net PERMIT NO. � Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application
tt Flood Permit
Examined I 120113 Single&Separate
Storm-Water Assessment Form
r Contact:
Approved 20 C Mail to:
Disapproved a/c
Phone: 1.7 `t 6 �4a k SO y
Expiration
120
D E C E V Emg I spector
PPLICATION FOR BUILDING PERMIT
BLDG DEPT. Date 20
!/�o ,
TOWN OF SOUTHOLD 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 co , housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name, if a corporation)
Ml-- i��--7
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises k�s kA37—V11t1P 6X Q 6�1' 400 V-
(
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done: r,
�y �0
House Number Street Hamlet
• r
County Tax Map No. 1000 Section f Block Lot �®
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
j _
b. Intended use and occupancy C "9 l' _ 10ve ORW�u OF Por_*`1Ga
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
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
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
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? YES NO
13. Will lot be re-graded? YES NO Will 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.
1;A_&4P
O15 a Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NOS
* 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 NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
_4UG S S 7 V /ek being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named, CONNIE D. BUNCH
Notary Public,State of New York
No.01 BU6165050
(S)He is the n.jckiijiri insuffnikCounty
(Contractor, Agent, Corporate Officer, etc.) Cornmission Expires April 14,2-0/
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 before me this, I
a�#•-� day of X 20
&VAL
` Notary Public Signature of Applicant
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Town Hall Annex 41O C t
Telephone(631)7651802
54375 Main Road
_ex(631)7611g' Q2,
P.O.Box 1179 G, @ roger.richert ioWn.SOOlga nV US l/1
Southold,NY 11971059
Bi aDlNd DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: 615 EA:' ����r��� Date: � � 7
Company Name: C��t"
Name:
License No.: Z
Address:
Phone No.: `
JOBSITE INFORMATION: (*Indicates required information)
*Name: Uj
'Address:
i Pti'
*Cross Street:
*Phone No_: c 3
Permit No.: Z
Tax-Map District: 9000 Section:_` Block: _ Lot: !�
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection: YE. / NO Rough In Final
*Do-you need a Temp Certificate: YE NO -
Temp InformatioMconnect
d)
*Service Size: 3Phase 100 150 200 300 350 400 —Other
*New Service: Underground Number of Meters Change of Service. verhead
Additional Information: PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form ��s o
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NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
4 2X4 POST FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
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'--------------- -------- FOR POURED CONCRETE^' 2. ROUGH - FRA"N'IING & PLUMBINGI 00
P , r, ,J o -------------------- 3. INSULATION
J O 4. FINAL - CONSTRUCTION MUST
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imXt USE IS UNLAlIN1=UL ALL CONSTRUCT;ON SH____-______rt__ _--_____ �Q = REQUIREMENTS OF THE CODES OF NEW
- - N E _O WITHOUT CERTIFICATE YORK STATE. NOT RESPONSIBLE FOR
- -� t 1 DESIGN OR CONSTRUCTION ERRORS.
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REMOVE EXISTING COLUMNS v D + OF OCCUPANCY
----------- r-- -------- UNDER GIRDER iLU
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RETAIN STORM WATER RUNOFF
M PURSUANT TO CHAPTER 236
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------ - I OF THE TOWN CODE.
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i ; ' NEW 4"STEEL COLUMN w/6"X6"BASE PLATE , M
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EXISTING STAIRS 1 -1
i T-O'IXT-O"X1'-O"CONCRETE FOOTING
TO BE REMOVED t'n N COMPLYVo'I�H ALL CODES OF
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I REIIy'FOCED w/(3)#5 REBAR(141-OC) EACH WAY NEW YORK STATE & TOWN CODES
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3'-8" AS REQUIRED ,�; , OF
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WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL HOUSE GARAGE F N Ew �o SHEET N O
AS PE0.TABLE 1609.1.4,N.Y.S.RFS.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) (� R�
WMOBORNE DEBRIS MOTEMM FASIENING SOHEI FOR WOOD STRUONRAL PANELS WOOD S7AUCTMAI MNELS WUH A MM" XKNE55 OF 7!16- O E E Rk- ,1
AND MA%MUM MND.SPAN OF 5 FEET SHII1 K PERMUTED MR OPENING PROTERION IN ONE-AND TWOiTORY BUILDINGS.MNELS SI BE PPEOUf TO v\ f1�
(WER GLAZED OPENINGS WTEM ATTAOIMENT HIROWARE PROVIDED(REFER TO SECUON 1609.IA,1609.6.5 AND TABLE 1MA 4 I N.Y.S.RESIDENIIK ` V
(NSMI ION(OE).TMLS 15 NOT A SUBSURITION FOR DESIGN-PRESSURE.ALL OPENINGS MUST MOVE DESIQI�SSURE UPGMDES WMRE APPLICABLE (�
ALL PPNEIS MUST BE Ort TD SIZE AND READY TO USE ON AW NEW WINDOWS AND DOORS SHUTTERS NII SE MARRED FOR WMT DPENING IT IS TO(VER.
HA �� ✓,
RDWARE MUST AO(MPA SMURERS FOR INSTALLATION. IY
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WEST ELEVATION SF N0 o, 4:�
FESS
SCALE: 1/4" = 1'-0" IO
WIND LOAD PATH CONNECTION AICD CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
o
o ENDWALL RAFTER
WALL STUD
CRIPPLE STUD
o BOTTOM PLATE
o RIDGE LEDGER BATHTUB
HEADER
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD OF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 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
THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24OC
WALL STUD
.� THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY
RAFTER AS REQUIRED
RAFTERS
SILL PLATE(S) WALL SHEATHING MAINTAIN
VENTILATION WOOD JOIST
SIDEWALL FLASHING
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
FLOOR JOUST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA GUTTER
ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER
INSTALL 4'0"O.C. �,�� THE SPACE VENTILATED. ALL OPENINGS CONTIN. SCREENED VENT
4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS , ' SHALL BE COVERED WITH CORROSION- 1 CONTIN. SOFFIT/EXT. PLYWOOD
ON ALL OPENINGS 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" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO
ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-314"x 18ga.TYDOWN ANCHOR
ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0"O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14"-16" LSTA36 1-1/4"06"18ga,STRAP AND JACK STUDS / 8"- 12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
2ND. FLOOR WALL OF FLASHING
' ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME Z
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING �� A
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT 0
WOOD JOIST O
TOP PLATE
�--- SIDE WALL FLASHINGGIRDER/HEADER � z
1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST rT1
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD w
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES 50 RAFTERS ���••sss
INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND � * � O
PREVENT CAPILLARY ACTION PRE-MANUFACTURED �,�j
4"-8" LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION KEEP SHEATHING MIN. i-1/2" I.n Q
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH r A
FROM PEAK TO ALLOW FREE V J N
RAFTER/PLATE RT15 TYDOWN ANCHOR 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 t
8'-16' MSTA48 1-1/4"x48" 16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS �•.i N
ON ALL OPENINGS1 PLATEMALL SPTH4 STUD PLATE ANCHOR OF ROOF
PLATES TO EACH STUD
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TERMITE SHIELD _ f SUBFLOOR
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TYP. NC.FOUNDATION CONC. SLAB - "
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SILL PLATE TO FOUNDATIONROOFING AT BOTTOM ----'
CRAWL SPACE OR FOUNDATION 1 STORY 72"OC -
SILL PLATE TO FOUNDATION TYPICAL SEAM DETAIL
TYPICAL CONC. FOUNDATION.APPLY PILASTERS MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC
WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC
SLAB-ON-GRADE ROOF JACKS VENTS DETAIL
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CONC.SLAB I DOOR FRAME
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WIND FRAMING NOTES NAILING SCHEDULE V FLAN CONTENTS:
GENEf-RAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION Qom. SPACING NOTES BUILDING USE
CONSTRUCTION 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
TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL
1). The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SO. FT. OF CONSTRUCTION
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 CEILING JOIST 8'WALL: 3-8d COMMON EACH 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
g Y p 9 g P P PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION GORE AND
State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA
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 CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM -SBC LAP NAIL EXT. BALCONIES 60
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 EACH TOE ATTICS w/ STORAGE 20
accordance with table 3.3. TO RAFTER 2-8d COMMON 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)
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 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 WALL FRAMING: 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 under
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 NAIL NAIL QTY. SPACING NOTES GAURDRAILS ZANY DIRECTION) 200
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 EXPOSURE CATAGORY
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE GENERAL NOTE PAGE
INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
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 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym,:
FIRE PROTECTION
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE (SMOKE d CO2 DETECTORS) ® SEE FLOOR PLANS
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 HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END I TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
8). Wind load requfirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOISTBAND JOIST2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
, ,
length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2
1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed (virgin)soil. (MIN. SOIL STRENGTH AT 2000psi) interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE -
3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
8). CONNECTIONS
concrete or masonry walls occuring in exterior or unheated interior areas. AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 -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 t 10"be installed with #4 re-bar, 18" long at 12"o.c.. Use approved epoxy for installation. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
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 3.5. 2 -8d COMMON BLOCKING 2 -8d COMMON EACH TOE END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES v '
5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3
poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY:
g g' BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS)
to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD
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anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL
6" maximum lifts (layers). P P g F�
along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3
6). Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM ,3 - 16d COMMON JOIST NAIL �•.. 0
8x16 cast iron foundation vent for every 150 sq.ft. of area. NOTES
- - --�i
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE
7). Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END Z
the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON W H
g p P 9 9 g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, w
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. 2 - 16d COMMON F••i
Girders on concrete Piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1
2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. UJFRAMING NOTES into concrete with aSHEATHING: O f�
minimum 1/2 dia x 7 long anchor bolt with washers and nuts. ROOF For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. Ln 0
1). All framing techniques and methods as prescriptive design of current SBC High Wind 3), Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL }"�` V) oN
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7" Ion anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For N
g g AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c.
g below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL 8d WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
2 . Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM - SBC
Douglas Fir. 4), Deck joists to have blocking at 8'0 o.c.. �,.,�
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING O.C. SEE NOTES: 1, 3 ( BOTH FIELDS)
4). Unless otherwise noted all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. GYPSUM 5d COOLERS ��
where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" NOTE: 2 FOR PANEL FIELD
7 O.C. EDGE
Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3
( )1 ( ) g 6). Concrete piers shall be a 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 sills shall also have (2)window sill plates for 2x4 wall7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES
openings between.4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 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 PANELS WFCM - SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE
PLYWOOD 6d COMMON 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 bathtubs. 1).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 tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7"„O.C. EDGE
on plans. WALLBOARD 10 O.C . FIELD 3 . For exterior panel siding,2).Verify septic system with the Engineer for Suffolk County Health Department approval. ) p g, galvinized box nails shall be permitted to be substituted for common nails.
7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists FLOOR SHEATHING: NOTE:
under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
needed. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 12"O.C. FIELD 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
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.
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
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 subfloor MENTIONED IN SCHEDULE NOTES ONLY. Q
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed eq HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal)
over subfloor as per manufacture's instructions. equipment supplier. and to form an effective fire barrier between stories and between a to story and the roofs ace.
p 1). Nailing requirements are based on wall sheathing � P rY p
3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing 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 and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor DRAWN BY: JD
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
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. 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 constructedusing parallel rows of studs or staggered studs. .lune 20, 2013
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuous over connected
torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails 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. SCALE: 1/4�� = 11-011
13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 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.
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. SHEET NO
4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of �OF NFy►,
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flame and products of combustion. �o P�
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5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. m
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