HomeMy WebLinkAbout46136-Z �EFOiN
0�0 �oG Town of Southold 6/25/2021
a y P.O.Box 1179
C2
` 1 53095 Main Rd
y ! �akfi Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42105 Date: 6/21/2021
THIS CERTIFIES that the building ACCESSORY
Location of Property: 495 N Sea Dr., Orient
SCTM#: 473889 Sec/Block/Lot: 15.-6-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/22/2018 pursuant to which Building Permit No. 46136 dated 4/26/2021
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:
accessory garage with attached storage shed as applied for.
The certificate is issued to Morton,James&DeGraff Morton,Carol
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46136 8/26/2020
PLUMBERS CERTIFICATION DATED
u orize ignature
�S�yfFot�c TOWN OF SOUTHOLD
ao o�y� BUILDING DEPARTMENT
y 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#: 46136 Date: 4/26/2021
Permission is hereby granted to:
Morton, James
165 Power St#5
Providence, RI 02906
To: Construct an accessory garage as applied for.
Replaces BP# 42983
At premises located at:
495 N Sea Dr., Orient
SCTM # 473889
Sec/Block/Lot# 15.-6-3
Pursuant to application dated 4/26/2021 and approved by the Building Inspector.
To expire on 10/26/2022.
Fees:
PERMIT RENEWAL $242.20
Total: $242.20
Building nspector
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, Nle
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#: 42983 Date: 8/31/2018
Permission is hereby granted to:
Morton, James
165 Power St#5
Providence, RI 02906
To: construct an accessory garage as applied for.
At premises located at:
495 N Sea Dr, Orient
SCTM #473889
Sec/Block/Lot# 15.-6-3
Pursuant to application dated 8/22/2018 and approved by the Building Inspector.
To expire on 3/1/2020.
Fees:
ACCESSORY $434.40
CO -ACCESSORY BUILDING $50.00
Total: $484.40
uild ng Insp ctor
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$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00,
Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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. August 22nd 2018
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 495 North Sea Drive Orient
House No. Street Hamlet
Owner or Owners of Property: Burleigh Morton
Suffolk County Tax Map No 1000, Section 15 Block 6 Lot 3
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: �/ (check one)
Fee Submitted: $
Applicant Signature
oF sorry®�
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G Q roger.riche rtCl.town.south old.ny.us
Southold,NY 11971-0959 ® �®
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: James Morton
Address: 495 North Sea Dr City: Orient St: New York Zip: 11957
Building Permit#: !110' 4Section: 15 Block- 6 Lot* 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Fntractor. DBA: Paul Burns Electric License No- 3897-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic X Garage X
INVENTORY
Service 1 ph 200a Heat Duplec Recpt 19 Ceiling Fixtures 9 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors 2
Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect 200a Switches 13 Twist Lock Exit Fixtures TVSS
Other Equipment: "ACCESSORY GARAGE"
Notes. 200a feed to main house,30a generator recpticle,60a disconnect,7-ARC fault circuit breakers
Inspector Signature: Y Date: August 26 2020
81-Cert Electrical Compliance Form As
Y oe sour
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1 ST ' ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
D
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DATE11-154>01,9INSPECTOR
14 6,12 SOF so
�o� olo
# # TOWN OF SOUTHOLD BUILDING DEPT.
�ycou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[ ] FRAMING-/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
frQ+r-" Vl
DATE INSPECTOR
OF SOUTyOI
# # TOWWOF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTI-ON�
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULA ION/CAULKING
[ ] FRAMING/STRAPPING [ FINAL �.� CpiF�f -��
[ ] FIREPLACE & CHIMNEY [ ]: FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] E C/O
REM : l
DATE INSPECTOR '
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FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST)
......................................
'FOUNDATION (2ND)
1
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7-Azi—
ROUGH FRAMING&
PLUMBING
INSULATION PER N.Y:
STATE ENERGY CODE
- -
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---- ten.,
FINAL
A.DDITIONA.L COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631)765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y S.D.E.C.
Trustees
C 0. Application
Flood Permit
Examined 20 Single& Separate
Storm-Water Assessment Form
Contact:
Approved ( 20 f Mail to- Robert Wilson
Disapproved a/c PO Box 49 Southold NY 11971
Phone: (631)504-8842
Expiration ,20
g Inspector
AUG 2 2 2018 AP CATION FOR BUILDING PERMIT
Date August 22nd , 20 18
J3LTmDR\1G DEPT. INSTRUCTIONS
T � r y r" 'HOI.D
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections. 4a�olf
(Signature of applicant or name,if a corporation)
PO Box 49 Southold NY 11971
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Agent
Name of owner of premises Burleigh Morton
(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:
495 North Sea Drive Orient
House Number Street Hamlet
County Tax Map No. 1000 Section 15 Block 6 Lot 3
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 Single family residential
Same with new 528 sq.ft.accessory garage with storage loft above.Also new 132 sq.ft.storage
b. Intended use and occupancy shed,and a new 165 sq.ft.storage shed,both attached to the new garage.
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 1 Number of dwelling units on each floor 1
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
No changes No changes No changes
7. Dimensions of existing structures, if any: Front to existing. Real• to existing. Depth to existing_
Height No changes Number of Stories No changes
o existing. to existing. No changes No changes
Dimensions of same structure with alterations or additions: Front to existing. Rear to existing.
Depth No changes Height No changes Number of Stories No changes
o existing. to existing. to existing.
8. Dimensions of entire new construction: Front 28' Rear 20' Depth 32'-3-1/2"
Height 18'-2-1/2" Number of Stories 1
9. Size of lot: Front 175.00' Rear 175.31' Depth 147.47'
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R=40 Medium Density residential
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V
13. Will lot be re-graded? YES NO \/ Will excess fill be removed from premises? YES NO
495 North Sea Dr.
14. Names of Owner of premises J. Burleigh Morton Address Orient NY 11957 Phone No. (631)504-8842
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO V
* 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_�
Robert Wilson being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
CONNIE D.BUNCH
(S)He is the Agent
Notary Public,State of New Yolk
(Contractor,Agent, Corporate Officer, etc.) NO.
QuaRW in Suffolk county
commission Expires April 149 2L
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 before me th's 1,
+n day o20 �75
Notary Public S' nature of Applicant
Scott A. Russell ,� S1F 01KMWA1-,]F1E1K
SUPERVISOR ��1[A\1�N
y A\G]EM1EN-4'7C'
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEWYORK 11971® Town of Southold
1 �
CHAPTER.236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE (FOLLOWING:
Yep No (CHECK ALL THAT APPM {
❑� A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
®® B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
®® C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑® E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑® 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 Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date.
Dntnct
NAME- Robert Ins 15 6 3 8/22/2018
Section Block Lot
FOR BUILDING DEPARTMENT USE ONLY **
Contact Information: (631)504-8842
Reviewed By: `
— — — — — — — — — — — — — — — — Date
Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — —
495 North Sea Drive. Approved for processing Building Permit.
El Stormwater Management Control Plan Not Required.
Orient NY 11957 Stormwater Management Control Plan is Required.
® (Forward to Engineering Department for Review.)
FORM # SMCP-TOS MAY 2014
�o��,lffOlcoG�_ BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
oTown Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX 1)2_65-49 r ii�T
roer.richert town.south I :f% `�+
APPLICATION FOR ELECTRICAL INSPECTI O , SEP 1 2 2019
REQUESTED BY: Bob Burns Date: 9/12/2019
Company Name: Paul Burns Electrical Contractors Inc Bi1�ID,TI�Z�G P'13=
Name: Paul R Burns Jr ;
License No.: 3897ME email: pburnsjrapoptonline.net'
Address: PO BOx 1061 Southold, NY 11971
Phone No.: 631-365-4735
JOB SITE INFORMATION: (All Information Required)
Name: Morton
Address: 495 North Sea Drive Orient
Cross Street: 3 Waters Lane
Phone No.:
Bldg.Permit#: 42983 email:
Tax Map District: _1000 _Section: " Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly)
200a underground service,garage wiring
Circle All That Apply:
Is job ready-for inspection?: YES! NO Rough 1 Final
Do you need a Temp Certificate?: geTNO Issued On
Temp Information: (All information required)
Service Size OlPh 3 Ph Size:, 200 A #Meters 1 Old Meter#
New Service- Fre Reconnect-Flood Reconnect-Service Reconnects �-Uy�ndergroun Overhead
#.Underground Laterals 2 H-Frame Pole Work done on Service? ,N
Addition ial Information: _
PAYMENT DUE WITH APPLICATION
In
82-Request for edon Formas
4 t sP
g
F 0
Town Hall Annex Telephone(631-1802
54375,Main Road Fax(631)734-9502
P_ 0. Box 1179 CZ)
CZ> zz-_
-Southold. NY 11971-0959
a1r,
Jy
BUILDING DIEPAR
NOTICE OF UTILIZATION OF T'FiUSS TYPE_GON.§jR-,,
�_UCTION, PRE-ENGINEERED
WOOD CONSTRUCTIO AND/Ok'
TIMBER, MaTRUCTION
4 jN
Date- AyppA 22h
#neV,
r-
Burleigh Wrtw-
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Location of Property 495 North Sea D0dent
PIdase take notice that�the(check apoli6able line),."y
A5
NewresidentiAl'Aructurd 1 -igw" A?V
Addition to e)dsfing residbOttial-btucture
u.
Rehabilitation to ail existinlo iresideft
to be constructed.-or perfouned at the-9ubj6Gtp/Tppiprtyyef*p.nce abo�e Wit atilize
(cIj&Gk applicable fine): .
o n,
Truss type construction e--
An"A.�-Ijl
Pre-engineered wood construction V
VTimber construction (TC).
in fo116\Adng iocation(s)(check appli4wU66):.
z — Floor ftaming, including girder
— Roof framing
Ffoor and roof fearning (FR)
sigri4ture:
,
W
Name,(person
` su n' c ONSRobert
Capacity(heck';doplic'a'bidlitib - LL
Owner
V OiAmdr. represehtati.40! Vi–,
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}1NAUTHORI2ED ALTIPATiON OR ADDITION
,tang'r
TO THIS SURVEY ISA VIOLATION OF Ale trl>ehi.7 foo ' elm-f�r�.rl,rs e•s. `u,s plc ens�rf ,S't/r ire�at_s
SECTION 7209 Of THE NEW YORK STATE _` `/ ��•
Grec
EDUCATION LAW. �! �C.d� / vM6Qr5 /' s'/ p = $, }► nJ�cl f" Ne yJ `�'DI"/�
COPIES OF THIS SURVEY MAP NOT BEARING �f�p � �r�,t f,./� %�jt G � „Sl.Q+ e' ` ,•„i„+ `
THE LAND SU VEYOR•S IN7iD 9BAL OR
EM6055CD 54At SMALL NOT 8g CONSIDERED f • - '
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• BE A VALID fiUE COPY. .�r•1 f, •Qs� r C •, .
,IND-CA•9 NEON SHALL RUN . >
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tf �'•”
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TCIlim A:£'t3::3-.f 742 •
TOM Gi.AUAHTEES Ata:Nor .` I 4 a x Q• t1
LONA!lNSTfiUTlONS OR
F_
MORTON RESIDENCE
22'-0" 2 2'-0" 495NORTH SEA DRIVE
2
1'-8 13-3 7'-0 6'-10 8'-3
T 24410 8'-0" x 7'-0 DOOR TW 3441 2 RO FOR DOOR - VERIFY ON S,TE ORIENT N .Y.
W 2 0
T" CONT. FTG. UNDER OPENING
--2'-'10 2-2X'2 HEADER TO DOUBLE JACK STUDS 1 2'-1'0
EXISTING: SINGLE FAMILY RESIDENCE
LLJ
SCTM# 1000- 15-6-3
ZONE R-40 .60 ACRES
IIi� II PROPOSED:
II I! II
TO CONSTRUCT A NEW 528 SQ.FT. GARAGE W/
0
Iii
Cr
STORAGE LOFT OVER.
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LU
Lou
III
TOCONSTRUCT A 132 SQ.FT. AND A 165 SQ.FT.
STORAGE SHED ATTACHED TO THE NEW GARAGE.
� N �i 'I i� � UNHEATED GARAGE
Cc
LU GENERAL NOTES
o 10
0 4" OURED CONC. SLABj 1. All work shall conform to the requirements of the Residental Code of New York
0
14' TJI 210 JOISTS @ 16- OC
@1 0 State, County and Town Department Regulations, Utility Company requirements and
8" THICK F; I I�7_ best trade practises.
0 CK ON
LLJ I %
�: 2. Before commencing work the Contractor shall file all documents required by the
0
< 16%8" POUR. CONC. FFG. TYP.
UJ Building Department, pay all fees required by local agencies and obtain all required
S LAB permits.
3. The Contractor shall visit the site and verify all dimensions and the existing
I conditions affecting the work prior to construction. Any discrepancies which would
interfere with the satisfactory completetion of the work described herein shall be
' II2- 1-3/4% 14" LVL HEADER
reported to the architect or property owner. Do not start work until such conditions
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have been examined and a course of action mutually agreed upon. Failure to notify
[It rc C
< the owner or architect of unsatisfactory conditions will be construed as an acceptanc(
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J_
0 LLJ li of the conditions to properly perform the required work.
L)
>< RATING TO CODE
LU 4. All work is to conform to the drawings and specifications of the architect and
engineer consultants.
5. The Contractor is to maintain a complete and up to date set of plans on the
;0
< UP 14 RISERS TO 4TTI� STORAGE
job site at all times
i 6. The drawings are not to be scaled under any circumstances.
II (2X6 @ 16" OC STUD WALL 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures
IF TP , J
including storage and toilet facilities,protection of existing work to remain,access to
work area, hours of permitted work,availability of water and electric power and all
U) other conditions and restrictions for this particular location in order to execute the
work in a careful and orderly manner with the least possible disturbance to the publi
2X4 @ 16" OC STUD WALL
UNFINISHED INTERIOR 8. The Contractor shall make the neccesary arrangements to utilities and services
<
1 temporarily disconnected while performing the work as required.
0
0 9. The Contractor shall provide all dimensions and cut-outs for other trades.
STORAGE SHED FLOOR PLAN (\J 4" POURED CONC. SLAB FOUNDATION PLAN
(\J I C) 10. The Contractor shall provide proper shoring and bracing for all remaining structu
CY) U 0
prior to removal of existing structure.
1/4" = 1'-0" 8. 11 . 18 1/4' l'-O" 8. 1 1. 18
00
1 1. Plumbing, electrical, HVAC and similar work shall be performed by licensed
REV 9 13.18 REV. 9.13.18
@) persons who shall arrange for and obtain all required inspections. The General
REVISED 6.2.21 REVISED 6.2.21
Contractor shall be responsible for scheduling all other inspections as required.
2-2'-6%6'-8" DOORS 2-2' 6"x6'-8" DOORS 12. The Contractor is solely responsible for construction safety and shall hold the
2-2X12 HEADER TYP. 2-2X12 HEADER TYR. I I ROFOR DOOR owner and architect harmless from litigation arising out of the Contractor's failure to
:CONI. F1 G. UNDER (jPLH.
VERIFY ON SITE
provide construction safety means and methods.
------------
3'-82" -
2 2'-0" 2 CONSTRUCTION NOTES
5'-3 4'-1 5'-3" 3' 8
22 -0
1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade.
2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted.
3. Sill plates shall be preserved, treated wood and be installed above a 16 oz.
copper termite sheild.
4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance
with the New York State Building Code and manufacturers specifications.
5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed
upon by an engineer and certificates shall be issued stating same.
f -{ I 6. Unless otherwise noted all framing and structural wood components shall be
SHED DOPMER
SHED DORMER #2 or better Douglas Fir.
7. All framing techniques and methods shall be as prescriptive design based on
J AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM)
FI I or as specified in R301.2.1.1
TW 34410
TW34410 1 8. All buillding envelope components shall comply with Chapter 6 of the Energy
Conservation Code of the State of New York.
TW
TW33442
046 9. Fireblocking shall be provided in all wood framed construction in accordance
ills
with NYS Code R 602.8 to form an effective fire barrier between stories and
between the top story and roof space.
SOLAR PANELS 10. Protective panels shall be provided for glazed openings in accordance with
III
NYS code R301.2.1.2 if they are required.
11. All portions of the new structure are designed to comply with local geographic
and climatic criteria as stated in the following table.
AX281AY2 81
8'-0" x T-0" DOOR
GEOGRAPHIC & CLIMATE DESIGN CRITERIA
GROUND SNOW LOAD 45 psi
2-2'-6"x6'-8" DOORS STORAGE SHED
2-2'-6%6'-18" DOORS
WIND SPEED 130 MID
SEISMIC DESIGN CATATCORY B
WEATHERING SEVER
FROST LINE DEPTH 36"
TERMITE THREAT MODERATE TO HEAV'
DECAY SLIGHT TO MODERATE
WINTER DESIGN TEMPERATURE 11
FLOOD HAZARD AS NOTE[
GARAGE PLANS, ELEV. & SECTION
SOUTH ELEVATION NORTH ELEVATION SCALE AS NOTED AUGUST 15, 2018
1/4" = V-10" 8. 1 1. 18 1/4" = 1'-0" 8. 1 1. 18
REV. 9.13.18 REV. 9.13.18
REV. 9 . 13 . 18
REVISED 6.2.21
II A
USE ROLLED RUBBER ROOFING 101
2-1-3/4%11-7/8" LVL RIDGE
ON LOW SLOPE ROOF---
2XJ@) 16" OC PO BOX 49
RAFTER TIES FIBERGLASS/ASPHALT ROOF SHINGLES I
SHED DORMER ROOFING FELT JOAN CHAMBERS SOUTHOLD NY 11971
112" CDX PLYWD. SHEATHING
21 A,21 A 21 631-294-4241
A�
�21 11 A121
ATTIC/ STORAGE 2X10 15" OC ROOF RAFTERS
A:21
00I f L
�8
12 2-1-3/4"X11-7/8" 0 DORMER WALL
c
3/4" PLYWD. FLOOR
(\J
14" TJI 210 JOISTS @ 16" CC
C
SIDING AS PER OWNER 0 3'-0%6'-8" TW 34410 TW 34410 TW 34410
I STAIRCASE TO ATTIC STORAGE SHED
DOOR
TYVEK HOUSE WRAP 0 8" RIS. MAX.
112" D. SHEATHING
PLYW 0 RAIL TO CODE
2X6 @ 16" OC STUD WALLS
T 00
I
2-2X6 ACQ SILL PLATE
ANCHOR TO FOUNDATION WALL SLAB
J 1
1 8" FOUR. CONC. WALL ON W� 1
18"x8" POUR. CONC. FTG. 2021
@ 36" MIN. BELOW FIN. GRADE
SECTION EAST ELEVATION WEST ELEVATION
1/4" 1'-0" 8. 11 .18 ��7�a�
1/4" = V-10" 8. 1 1 . 18 1/4" = 1'-0 8.1 1.18
REV. 9.13.18 REV. 9.13.18 REVISED 6.2.21
REVISED 6.2.21
TAPIL.E 8602.50)
==�- t=Asr rtl OP s�">=P BUL MORTON R E S I D E N C E
��-=�__
_ 1-1
D£•.,GWPrlan tF BUILDIY6 13FhF.NTs "1•.� �i'7rc 'SP'AG++b AND LOGAnaN
_ - 1
\ - ��
4-ft PDX M;"x0,111')OR
I /"yl I, � __- N6 �I��LINO �I.. �R, , g.���,1�N�>s",�.I�"7,�R TOE 495 NORTH SEA DRIVE
t coy' 11 I .i 4 't s l _ pwxo'12b'),OR
2 2'-0" 2 2'-0' TO TOP PLATL S-lad BOX
1
9-S'XO ISI"NAILS
_ -s ORIENT N .Y.
�. 7'-O" 8'-0" 7'-O" �'-O" -102 8'-VE -102' -p" E-Od Box(7NX0.119D.ISI'7,ae
/ r: "� -r n ? RO FOR DOOR - VERIFY ON SITE
flnT ':.V l .,r � , .. -+��- - - - - - - - - -8-0" z -fl" BOAR- - - - - - - - - - - - - - - - - - - O O -' .T 4ed eox t� "XO.us9 OR
)
.., , .I < wo..,R,'.me vR,"L 2 CEILING JOISTS TO'(OP PLATE PER JOIST,TYJ£NAL
S-IOd BOX(5)5'x0.12&'7:OR
F , . "2) ,' �, CONT. FTG. UNDER OPENING
��r✓ . t:�"4`1 .`�'.-. T TOS I - - - - - - - - - - - - - ND - - - - - - -- - - - - L - - - - - - - GEILIIJS JOIST NOT ATTAGI-�7 TG PP:RNJ-£L R`iFY/3L s•O'XO ISI"NAILS
._ 1. i-Iod HOf1 H L IIS)OR
P'.J!I;' f> I;(_`:;, {' i 2-2X12 HEADER TO DOUBLE JACK STUDS 1 - - - - - - - - - - - - - - - - - --- - - - - - - 5 LArSo�cIRPARTITIONsr•s.sxronsRem9.I,leeoz�� s-16dcoMMONpK^Xo.Ies'9, FAe£NAIL
7c�r,_`cl02 ,0 I e-,-,. _ I I r I -;= � andTablsR��§.I�,J -- ,f". FACE EXISTING: SINGLE FAMILY RESIDENCE
II �.�'K G£ILINB 10157 AttAGEDTO PAFALLFl RAFTE3R TABLE Rb025.t(R)
L
/.' F I I N.�:I i'r-1'
FOLL�,'i`,i�.l, , ;;.' '�r lr ;., Cr Al F� I I-- --- --- ----- -- --- --� ca.e",w.+a s,ns PACE NAIL
�cJl-,> _ h..:(,,,,; - _� I +s' e eriorlighting s,r,WF+��R- g6 I I I - -..�.w. �. X
(� 11 2 I I I o I-i � -�- ` M�� DINT'. SCTM# 1000- 15-6-3
F'_.j .J `C J 11 I A laced �1 M1��. 1`';,", N[) 1 r� `O` M I r vv e w r i"ry a e�O S�m.e I..r S.sk RA07D.1"RD09J 7 wd TebI.RD02 S 1 14)1
�'' '� I � installed,rep -: .1p G�,r� I 1 CO I I I I I rr O I 4 S'X0.111"NNL9
4_IOd C4 (5•X0 128•)OR ZONE R-40 .60 ACRES
O COLLAR TIE TO RAFTL•R PAGE'Nr.L OR I A-X
Z S-5*x .I5I'1 AI )5X0148'9 OR
shall f orin l n r•� ' '\ + Oe I I O LL I OBE STRAP TO RAFTER F NAIL RAFTER
2. f�( ;��,j - Ff'1'i , '•:a 8 I L Itl ,1..N a con -..,; .L., V E. I I I LL
R
M 5-16d BOX NAIL5(3 'X0.195,01,
t 11 1 1 1 LU I 6 RAFT OR ROOF Ta,55 TO PLA"E
s-lOd CC MON NAILS(:1').0148•),OR �•h�7 1 TN'OEI NAZI- SOPFb51T£
011 am PROPOSED:
4-106 BOX(3•X0.126"),OR 510E OF Er�KH PRlR OK
TE
I,'v c 114.r T!':�;� I '. I rewire 172 ���'t',��,.- -ww��,
4, F71%',"LL - CC;:- 1;1 I( I!0' ,1.:T I to Ch�Pwn ode 'J ��,� I I IITUSS
4-1•X0.111"NNLS ' TO CONSTRUCT A NEW 528 SQ.FT. GARAGE W/
. ., I I 4-Ibd M J"X0195•)OR
RIDGE STRAP'PIN 5 DETAIL a-10d 1•X0.146):OR TOE!WAIL STORAGE LOFT OVER.
f theT I I I I 4-1ad BOX(9'X0126"),178
1 1 I N , 4-'9'X0.171"HAILS
ALL COfVST �l i I ('Y � i_._ rti 1-r b
C� tt I I(" .:r1f_:BTW;i
rl'�If-,i�lt.l,•_i'�I�7 }, I PILL C'~'li,`1 ''r.`.O I . 1� I FF£It50R
ROOF RAPIERS TO RID6f,VALLt r OR HIP RAF
/�RDItA5 REQU I I I
ROOF._- ._.STOMINIMM2"R171,EREAM 5_161Box0J,:xo-15S9OR TO CONSTRUCT A 132 SQ.FT. AND A 165 SQ.FT.
�,._(` TF-- JC 1111. A
r�•. 1 1 I I 2-166 COMMON(S N)0.167'),OR 101!NAIL
7_106 BOX P3 X0178h0R STORAGE SHED ATTACHED TO THE NEW GARAGE.
CI.I TRus 2X10 �F RAFTERS @ 16" OC o O I I I Q
( r 7.9'X0 ISI'HAILS
YORK STf11 E. tE ('iL�.i GNS1 �rn �` ., Q 6\ I I () WALL
�jN x I UNHEATED GARAGE -IZZx I � I 1 ih AALL MOH(3K"xole27 2A OG.PAGEHAII
DESI N OF, CON TRIJC TI,0^1 u,,17"o i '� o•. .. _ --
N , IQ X I
IF 6 SND TO STLD POT AT&RACED HALL PANe-b) IOd PS'X0.176');0R 16"OL,FACE HAL
N I I I Z 1 I s"Xo 171')NAILS
W I
- 16d BOX 1515"Xo ISS.),OR GENERAL NOTE S
COMPLY WITH ALL COd�S UJ ---..,_..--,n. Is'oL.PA� L
NEW YORK ST4E TOW�II Co:): Icr co I - . I 5T DTO 57117 AND ABUTTIN95T1)5A71NTL7l B'GTiN®WALL ,^Wj.IDI NAILS
0
S O '. "'-. /-"t[ I T"� A• r;r�� W 0 0 1 I 0 I O o -'--__ " CORNERS(AT BRACED WALL PAN1#I
6 q 4" POURED CONE. SLAB I AdCOMMON(9J5"X01621 IG"OL.FACE NAL 1. All work shall conform to the requirements of the Residental Code of New York
^ • REQUIRED _ : I t,It4+t'.�, �``i,t&jk)tJ1 2' QpolISTS @ 16" OC N I 1 p I I ' N 166 caMFIaN aK"x0162.1 "..OCG.FX.H EDGE FACE NAIL
I! ((. ,.,, d y I :.
I @ Q N N 1 w N �, State, County and Town Department Regulations, Utility Company requirements and
{ t r n•^ I I � I HEADLIR h'TD 2"MEAD.R WITH n'SPACER) I6d BOX ft A'XORV') 12"OL.EACH EDC£FACE NAL
BU L74JP
Ir p 1 � II .. I- ! °� 1 :(�� 1 O I I -"- best trade practises.
I°"� 1... I 8" THICK POUR. CONC. WALL ON I I I s-adWXM)&%G-IIa9,OR
LU ' I I 16"x8" POUR. CONC. FTG. TYP. 1 -.'. n GGNnN10.bHEADBRR75TW 44WCOMMON(zx"XO.151'):OR TOE NAL 2. Before commencing work the Contractor shall file all documents required by the
4-16d BOX 6•X0.128•
CAIT,= D�l'NPLAN-w 4!� I It; i` F"° P' S""' [(�`'�� y� �� R� ° E ° I I i . I i `"' „_ ' i `_F� -:-- Building Department, pay all fees required by local agencies and obtain all required
` �SeJ I a t, 1"' i t 01.1 � fid'_0 {S A T' \ I ,...K..:;'"....� 1S .
1 1 I 66 GOhhbN(3 "X0.162/ W"OL.PAM NAL permits
S .. [Y- ��Ay---
-, 1 ,-'_W«.25� _-gF=_ 12 70P PLATE!TO TOP f t ATE Od BOX W XO.12611 OR
.+." U 1 IHUSTE8 1 6'- �� S "") \e� �O I I I I S„X0131')WAILS 171 or, 3. The Contractor shall visit the site and verify all dimensions and the existing
I - uis C�`'QUN-%tvV
�° N 1 I e-16drnMNmNlsA'wP162'hDR conditions affecting the work prior to construction. Any discrepancies which would
�. r ,� I I I �/\ 0 1 1 - 1 1 DL%.6LE T17P PLATE SPLICE FOR"DG. WITH SEISMIC 12-16d BOX 1(1 K'XO'175'9:OK
I 1 BRAG277WALLLINESrACIKe4X 2-106WXWXO.1269,OR I-AG-WALONBACH51N7EOP interfere with the satisfactory completetion of the work described herein shall be
2- 1-3/4"x 14" LVL HEADER 2X4 @ 16' OC STUD WALL I �/ 1 I ( O t.-) 2-5"X0.151"NAILS ENP JOINT 64MK 424"LAP
SPLICE LENSTH EACH SIDE OF
I 1 I UNFINISHEDINTERIOR I -� OOLUMNSTRAPI'N6DEAIL IS END JOINT) reported to the architect or property owner. Do not start work until such conditions
I I LU I I I I I DOIEl2 TOA PLATE SPLICE SOG'e DO,01,OR 172,AND 12-16d(S A"X0.155') have been examined and a course of action mutual) agreed upon. Failure to notify
BRAC"WALL LINE SPACING L Z' Y 9 P Y
I I 1 1 I the owner or architect of unsatisfactory conditions will be construed as an acceptance
LU I 16d COMMON is K"XO 162') w"OG.FACE NAIL
of the conditions to properly perform the required work.
W I J I 1 a I I I I M .. t4 BO TOM PI ATE TO JOINT,RIM 10 5T,BAND 4015T OR 6d bX(5 K"X0155'h PR P P Y P q
> I SLOGKINS(NOT AT BRACH KALI PANELS) 12'O.G.FACE NAL
I a W I � I RAILING TO CODE ��� I I I I I I s^xolar)NA1LS 4. All work is to conform to the drawings and specifications of the architect and
I _ in `r I O I "mow s,, 7-166 BOX ra Xj'xOdS9.7,GR 2Px.H l6'OC.PAGE NAL engineer consultants.
H N _X I x I I 1 I S BOTTOM PLATE TO JOINT,RIM JO ST,BANP JOIST OR 2-16d COMMON(9 "Y-0.162 OR 2 EAH7H Ib"O.G.FACE NAIL
3 1 �I BLOGKIN6(AT BRpGFbWALLPAEL•� 4�•Xo.151"NALs 4tsGHla"or.PAC&_NAL 5. The Contractor is to maintain a complete and up to date set of plans on the
I x I - I UP 14 RISERS O TTI 5 RAGE I I �°+ ),.'-
N � t
-bdBDx(2 'x0.1199,oR job site at all times
` m r I I i `- CO 5-166 BOX(9)5'x0115•),OR ..
1 » 2X6 @ 16" OC STUD WALL 1
_f] I -'- I' lam- 16 TOP OR BOTTOM PLATE TO STUD 44-5-X0.0L�1X511WiAu�o1�),OR 1'oExA.L 6, Itshall9heare
Co tnot
ractor'seresscaled
onsibil'aetoany
ascertam allncrevailin
I I- - - - - - - - - - - - - -- -- -- - - -- - - - -- - - _J _ _ _ _ responsibility prevailing procedures
I I - - OdBOX40%0aX016a ISO WAIL including storage and toilet facilities,protection of existing work to remain,access to
2-166 ror+MDN PSIS"Xn 167'),OR
_ _ J 5-10dBOXn"'1°'12'")>OR work area, hours of permitted work,availabilit of water and electric ower and all
L - - - - - - - - -- - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - -1 o - - - - - - - - - - - - - ---
- - -- -
- F-' , 7-7'X0.151"NAILS Y P
I T -.----- ^� �-�- 5_IadWXM"X0155"hon other conditions and restrictions for this particular location in order to execute the
(/J I I I 1 '""• °L 11 TOP PLATES,LAPS AT coRNe Rs WD 1NTBZSW*rIONS 2-I6d COMMON(S K"XO 167'),OR
zxa @ 16" OC STUD WALL LL I FlOORSTRAPPIN6DETAIL a�3'xo.Wl"NAILS FAc£wut work in a careful and orderly manner with the least possible disturbance to the public.
UNFINISHED INTERIOR < 0 I I 1 I S-bdBoX 'X0-115%,OR 8. The Contractor shall make the neccesary arrangements to utilities and services
16 I•aRAGE To EACH SND AND PLATE 2-&d COMMON C2 Y5"XP'I5t%OR temporarily disconnected while performing the work as required.
U_ � I I 1 1 I - 2-10d BOX(5•X0120%,OR FACE NAIL P Y P g q
LU 2 STAPLPD I Ys
I 0 U 1 ( 9. The Contractor shall provide all dimensions and cut-outs for other trades.
1( STORAGE SHED FLOOR PLAN --., 2C) U _bdGOMMON(2)5"XG.iai7,OR 10. The Contractor shall provide proper shoring and bracing for all remaining structure
rl�, ( 4" POURED CONE. SLAB I 1 FOUNDATION PLAN p "�
IN I O I Ch aG 14 I'X b'SFgATHIN6 TO EACJi B£MN,NS 2-106 BOX O X0.128"),08 FADE NAIL
.I O , , 1 ( ( 1 I 2 WrAPLIES.I"QW!,t"i�4"LOF19
Co 6 � 1 1/4" = 1'-0' 8.1 1.18 co 1 1/4" = 1'-0" 8.1 1.18 &-"box X0.117",OR prior to removal of existing structure.
I I I 9�.. 5-"COMKOM(2Y"X0.1719,OR A' 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed
3-106 BOX W'XO.120%OR
�J @ I I I I I a STAPLES.I" 1,50,1 x'LOW& persons who shall arrange for and obtain all required inspections.The General
m X 770 1'X 8"AND WIDER SFfrA11#INS TO FJ•GH BEAfi1N5 HWDER THAN I'X 6' rAGa NAIL
I N N I I I I I ` 4-ad Bag OR Contractor shall be responsible for scheduling all other inspections as required.
"®:...,.<: B-ad 6OMWON It,1i"X0.151"),DR
2-2'-6"x6'-8" DOORS 2-2'-6"x6'-8" DOORS I I f_ __ _ __ _ __ _ ___ _ - - - __ - - � I ,• '.»m»•-"" __ 5-1OdBOXM"XO12A%OR 12. The Contractor Is solely responsible for construction safety and shall hold the
_ 45TA�L�''"G ' ". owner and architect harmless from litigation arising out of the Contractor's failure to
2-2X12 HEADER TTP. 2-2X12 HEADER TTP. I RO FOR DOOR "" � " "` FLOOR 9 9
- - - - - - - - - - - - I - CONT. FTG. UNDER OPEF. R ..».�. uM":*
1 - - - VERIFY ON SITE - - - - - - - - - - - - - J I I M „�� 4-SdVOX ni'1=115');0R provide construction safety means and methods.
L O11^""•��'""""• JOIST TO SILL,TOP PLATE OR 61RDER 5,&d COMMON(2A,X0,151"),OR
L - - - - -\-"J-V-- ---- --- - --- ---- --- - - 1 :ar!'z--=:.
�"'• 41
„ 9-106 BOX "XO. "-OR TOE NAIL
___ L5-b'XO.ISI"NAILS
20'-O" 1'-0" 2'-82" -3„ -1" -3" 2'-82 1'-0" FOUNDATIONBTRAPpIN6RETAIL 22 RIMJOIST,BANDJOISTOR IOBLOG:INBTO9LLORTOP 1ppid 0dBOX �JIS' ) 4'D..TOENAL CONSTRUCTION NOTES
PLATE(HOOF APPLICATION!)ALbu) IOd BOX(6 XO-b��IOR'� b'OG.TOE NAIL
Ir MN)Pee 51XO 151'NAILS
2 0'-0" c• 2-6d cCoMMON(2 A"xO 111%OR -
45 I•X&' LOORORL£SSTOEIWJOIST s-IadeOX0"X0126"),OR FAZE WAIL , 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade.
Z&TA°Les.1"GROWd.16ga.1 7t"LONE
wb-_Ir67®_ANLNOR 5-16de0X(a15xo15s"),Ox 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted.
ASM ATe�,�_ 24 Z"WMFLOORTOJOISTORGIRDER 2116,COMMON Mx",10,1621) ft A'"'F^�"A"- 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz.
ow . 25 2"M ANXb(FLANK t BEAM-FLOOR t ROOF) I-6d BOM l5 N 115,1%0.108 AT MACH�ARF16A,FAG!HAL copper termite sheild.
'h 2-166 coMNrOFN(S 7i'xo.162') PP
5-166 'XO 162" 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance
- 26 BAND OR RIM.17157 TO JOIST 4-10 BOX(S"X0.176%OR
11
4-5•XOJ10I"WAILS,OR BNDNAL with the New York State Building Code and manufacturers specifications.
4-1•X ISga.3TM4E9,d'CROM6i
4-s i4q..sArOMMON Le1g2'9,OR 57•oG.ATTOPANO8011OM 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed
AAT TOP upon by an engineer and certificates shall be issued stating same.
IOd BOX(5"X0.176');OR 24"OL.FACE HAL T TOP
ANCHOR 'SALTDETAIL s BUILT41PGIRDERSAvDBFJ,A15,21NGiLuh>BEnLAYER5 IodB91 WIX0.NAILS AND BOTTOM5TABEERr;PM 6. Unless otherwise noted all framing and structural wood components shall be
DORMERSHED SHED DORMER
AND:
#2 or better Douglas Fir.
2-20d COMMON(4 X0.1471;OR FAGS NAL AT 00%AND
b-IOd 15 OX 0%0,1261,OR AT EACH 1rLICE 7. All framing techniques and methods shall be as prescriptive design based on
5-5IX0.0111 NAILS I AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM)
4-16d BOX(a!"XOi3S-)PR
26 LEOWK STRIP a1PPORTM6 J015T9 OR RArTERs B-16d COMMON(5)5'X0.162"),OR AT EACH JOIST OR RA?PrL%
rw 34410 4-I Gd Box M-XOJ28"),OR FACE NAIL
or as specified in 8301.2.1.1
TW 34410 4-5',10)51 NAZI-s 8. All building envelope components shall comply with Chapter 6 of the Energy
7R IMOON.TO JOIST 2-10d is"MO I26'9 EACH MO,TOE NAL Conservation Code of the State of New York.
WOOD 51MXTURAL PANELS,5U5FLOORROOF AAD IMERIOK WALL 51-VATHING TO FIRAMING AND PARTICLE BOARD WALL 9. Fireblocking shall be provided in all wood framed construction in accordance
SHEATHIW&TO FRAMING I5EE TA_N_E R607D(5)FOR HOOP STMY,IVRAL PANEL EXTERIOR WALL 5HEATHINO TO MALL FIRAMINDI
6d COMMON h"X0.115')NAL MWLOOR,INALu F with NYS Code R 602.8 to form an effective fire barrier between stories and
_-._----.. __. 7O ""-Xi' &a COMMON(2J5"xo.171'jNA1L(TROOP) b 12 b h d f
1. between the top story an roof space
e
.._.. _ _ .. al `75A"-I' ad COWON NAIL(475'X0.1311 6 12F
._..... soLAR PANELS - - 10. Protective panels shall be 'provided for glazed openings in accordance with
..................... I .. Od COMMON CJ"XO IA61)NAIL;OR
" _ -' S2 1 '"_,�,. 6 15 NYS code 8301.2.1.2 if the are required.
---.---_-_ .I � .... ......... ed(5)5'710151q DePbRMm NAIL Y q
- .___ _ .___-_-__.--__..-.--1111 ._... _ - - _ ._ _ -.._ __.._...__ - - - - - - - - - - - - - - - t h local°h'� SEATHIN5 11. All portions of the new structure are designed o comply wit oca geographic
. All
......... ........... .................. .. .. _ ELLLLO5IC ria'_TBOARD I ROWN T 6
.. ......
Be11 .
a° SHEATHING 4"I L''�OR '` STAPLE
°9'• B and climatic criteria as stated in the following table.
54 "STIi.LnRLV_CEUMLOSIG P100MCARD DIA11C1ER,OR I'GROWN STAPLE 16 yP, a &
SMEATHIN9 LONO
1 '6ANIZEV,IYVLOW&IA'SC STAPLE GEOGRAPHIC & CLIMATE DESIGN CRITERIA
8'-0" x 7'-0" DOOR 95 k"HSrP[dYM SHEATHINBd TYPE W I2EL,I K"LOTUS;I k'SCREWS. 1 Y
TYPE OR s
6 I%*6ALVAwzED ROOFING NAIL;57APLE
sb !b'SYP51M sHEATHINs OALVANIffi7,I%'SGREh15,TYPE W OR S ° Y GROUND SNOW LOAD 4 5 psl
2-2'-6"x6'-3" DOORS STORAGE SHED STORAGE SHED STORAGE SHED
2-2'-6"x6'-8" DOORS Yt70D STR11STRUAL PArB'LscoMB1N7.naN Sl.erLOOR wiDEw-AYM®vr ra rRAMIr1S WIND SPEED 130�MPH
Ed 17Lr0A.HFP(7'X0.120•)NAIL,OR
" ' ^'a" 66cCHMONftzJV' OJSV)NAIL 6 n SEISMIC DESIGN CATATGORY B
76 x'-r bod M=ItXIX0.1201")�AL b ° WEATHERING SEVERE
5R IW-I�„ OdGOFMON01%0.148'1MAIL.,OR b � FROST LINE DEPTH 36"
edo£Fa.M®(I km. 12a)NAL TERMITE THREAT MODERATE TO HEAVY
FOR 51,I Irch•75-4 rmy I Foot.904b mm,I MILE PER FLJIR.0.441 mh,I km•b GIS MPa a
DECAY SLIGHT TO MODERATE
o NAILS AW SMOOhI-Cd4l4Oty,BOX OR DEFORM®SHANKS£XG2Pf HI1DtE 0T41['RWISE STATED NAILS U5E>a FOR PRANANG AND SNEIIIHIN6
CONNECTIONS SHALL HAVE MINIMLM AYLRAEG MrNDfNSY1ELD STRENS"AS SHOM,60 KSI FOR SHANK DIAMerTaR OF 0.1.7 rWCH(gad WINTER DESIGN TEMPERATURE 11
DIA1•ETE1R.5�'OuF'01422 INCH OR LEM.FOR SHANK P1 ANEILRS LAReKR THAN 0147 ITK"HH BUT NOT LAHReSEit TNAH 0.177 ntH,Aid?TOO ICSH FOR SHAW, FLOOD HAZARD AS NOTED
1 1 a STAPLES Aft 16®AEE HIRE AND HAVE A MINNLM 1/16-INGI ON MAI 2T CRONN WIDTH.
NAILS SHALL BE SPACED
AT NOT MOM THAW 6 ING+E5 ON CENTER AT ALL SIJP"M A4IEiE SPANS ARE 46 INO-L'•OR 6RMATER,
d.FOLK-FOOT 19Y&-FOOT OR NOT E'r!-T'OO'T PANELS SHALL EE A PLIBP VERTGALLY.
6.5PACIN&it PASTENB6 NOT IN"Lt*D IN N15 TABLE 04AL.L BE DA I(EP ON TAOLE R602.5 W.
II ( I I I ( F.N4ME THE ULTIMATE DPSIISN WIND SP,IM:7 15 ISO MPH OR LESS,NAILS FOR ATTACHIWO WOOD STMZTURA.PAWL VZOP SNPATH INC TO
6IABLE EW WALL FRAMINB SWILL�6rACED b INCHES ON CENTER KCRE THE LLTIMATE DE51ON HIND SPEED 15 9REATBB THAN 150 MPH,
NAILS FOR FROM
RIATTACHINS PANELrS ANPJi N"Ib TO WTE104 MP 4 1 SUPPORTS SHALL 0 BE SPACED 6 LL FR MI CENTER FOR MINIMM 46 � GARAGE PLANS, ELEV. & SECTION
DISrANr.B FROM RIDGES,F.AVE5 MIA 6V71.8 HID WALLS;ANP 4 INCHES ON CENTER To 6ABI,.E END WALL FRMTRI9.
I gg 6,1'P91M SViFATWNG SHALL CONFORM TO ASTM C 1986 AI0 DHALL aE IN6TAI.LED N ACOORDANGE WITH GA 255.PBERBOARO SFGATHIN6
- - -- - - - .L___ -- -------- --- ---� 51i.µ1 GONFORMroA5TMG 206.
h-SPACINS Or FASTENERS ON rLOOR S•rATHK4 ROSES ArPLIE9 TO PMM EDOM SLPPO21tD BY FRAMINS WNPERS AND RMU'RED SCALE AS NOTED
SOUTH ELEVATION NORTH ELEVATION BLOG0W6 AND A7 FLOOR PERIMETERS ONLY,fMO BILL OF FASTENERS ON ROOF F OR FLOOR
PANEL a APPLIES TO PANEL EDGE5 AUGUST 15, 2 018
'THE PR MIW BY FoWRSe MEMBER'.AND RBOUIRIro e_-Pr S BLOIRM?S Or ROOF OR FLOOR EFF THISNC PANE.EDm r MEM APER SHALL TO
THE P RTEO NEh�Rs 0 ME NOT O PWOJIOED£XCPPr AS H1IEgJRREO BY OTHER PIROVISIONLs aF•MIs CODE FlL+OR 1°9RIMLTPR 1HNJ_BE
,HHERRIED BY FRAMIHI9 MEM86R5 OR SOLID aLOCKIND.
1/4" = V-10" 81 1.18 1/4" = 1'-C" 8.1 1.18 ION OW,A RAPTER 15 rAST1=I,EO TO AN AO,A&ENT PARALLEL 6RUNS:JOIST IN AGCOROAhGE KTH THIS 6LHE=ULB,PNXDV=TADTIO£NAILS
ON ONE SIPS OF 7HE RAFTER ANP TOE NAILS FROM THE CEILING X15T 70 TOF PLATE IN AGGORPANCZ WITH THI5 SGFCO1ILE.THE TOE WNL
THE OPPOSITE SIPE OF TAE RARR SHALL NOT 5E IM IIRIM ,
ress `_,.:`�
, I -�.
I.11 '__�
START �, "
USE ROLLED RUBBER ROOFING - - - ..__. _ ___---'..._._____... ....- -------- -- . ...... .. ....._.. ..._.1.1..1_.1.......... 1. ,", ,
,�, � _�
- ,.',,�.......
A 1 0 1
2 1 3/4 x11 7/8 LVL RIDGE _ _ __ _...... ._... __..._.. ............... ........... .. ... ...
_... .... _........ _ . _.........................__...........__. _._.... -------------------...----. _..___._ _"777------ .... ....._- ..._._ .......__. __......_..._..
ON LOW SLOPE ROOF -....- ---- .._._... .. - __.. ......:_1_ -___.._...... ..__ ... ......- __:_.....__..__.....----L.- _.....-_...-------.._.. -_-------
......---I-._:-_:_ -----:__:_:___:='::----__:_-::::..:_:_:,.::::_:_, :::_:__:_:_.::_::__.:_,::%:_::_:-:::.. .._:.,...,.....,,..._:.__:_.__.-_ _._"'::::'"-:_:...........:_. _::"::'_.-_._..:".__.-_ _-:-.:...."'.'..._'...''.__......._.._..,..._....... ... -..- ._.... . .......-.......-... ........._-._.. ......._.._.. __..........._...._ ........._.__.......... _....._.....,.
permits draftingexpediting
..._.._ __...__.,_._._._...........______...._.......__..... _......_.. -_ - _ _ 1111....-
_... _._............. ... _. ---- -
-- ...
RAFTER TIES FIBERGLASS/ASPHALT ROOF SHINGLES
11.11.. ,.1................:::::::::...:.:::..::::::--:- ::,:::_:.»-:_<-__ _..__ ._<_::__::::::::::::_::,._::_::__: -=
SHEDDORMER ROOFING FELT 11__..1.1....._. ......... _._._._.__.....-.. �_.._._........___•__..._-----.._.._....._...._._ ----......__.._.....-----........ 971
-..-, __-__---__ ---......---------_.... -_......-..-...-_...._...
1/2" CDX PLYWD. SHEATHING .1.1.1.1. --'-- - - _--..._._.._ __.
_. ._. :..... ..,........ _.... _..__-.....---.------..._..---. A 21 A 2 1 A 2 1 A 2 1 A 21 A 21 4 2 41
ATTIC/ STORAGE 2X10 @ 16 OC ROOF RAFTERS -......_..._.._ - :-_.:_--_._:::.....:.:._.::..._.:.:.::.::.:.:._ .-- = ::.,:.,:.__::. --,...-..-...::::.._.. -
_::'_:'.........._...__...._::'_" ----------...-....:':::::......:....:_.:::...::_..:..::.::::....._...:'.........._.:.:......:...._:......:. :..:._.._...":_:.:.:.:.'.:'.__:,___-::.._.._......_._...._-_....--::::':_............._. -_.__:_
N ._ _....__............._...,......... ._..._......_..........._..................._.....__..._._..___....�._. .._...........----_..----......._. .__...._.__.__._..........._...._._......_.._..__._. ................................... _..__... ........................._..................__.. _........... ....._.... 1.111............ _..--.._... .....---._._...___.._.�._....._
-------------.---...-- .-,--...... _1-1.1....._...................... _........__.........__.................-.,__............._..........-,....
..........I .
1.
8 _.. ,*, ----- ---- _-- ,_--..... --__---._..__........... _.__. "-" -- - -- -- -----=:--------------__.--___ -------------- _...---...1.1..11. .........._ ._ ----- .. .- . . .. . . .. -- - ---
--------_...__..__-`.... ...........,... Y.......__ .1.11.1.,_...._-._.....'.-......................................_.._.._._.._................-__........_ --- __--_---- •-----_.__ -....._..... ......_11.1_1-..._.-.--------- ---_..._. ..- _..... -_........ ------ -----------_...._... - - -- .... _ -----
11
1 2 „ .....-... .........:.,:........... - ....._..._-.....__.....__....-..__--- - ._-:_..._...--_._ _
4 K 1 1-7 RM R A - _--_-:.:_--.---_-. __-- --...._.__..__.. - -- -- -- -- - -- _.._........ . ..... ..._ _,.._......._. -___ --- ------------------.___.___..-----------,_-._. _
p 2-1-3/ /8 @ DO E LL ---- - - ---------__ ----..._...---------- -- ---.._ ...__.._......-......._._ ...-- __._................ ...._..__._....._. __„_ _ ___... .�_ _
110
2 .................... . ................... .,... ...................... ....1.-......... '"',I_.. ,:__:._:_....._._...-..'_ _._...................._.._-.._.._..........._... -._.
PYW F R __..-...-..........-..__...................._..........__. -....__................_..._.._................._...-__-........._....._-.7.-.._._...._.-. -.........___..._.._.........._._."-'_.:::_':':":'--_._........._._.::::.:..._...:.:....:.:.:..:...:.._..:...._..__"_......- ._......_'::":'._""-.::':_._-.; --- - -..._.....-- ... _.._.._..------.-:_ --__...-------------------- -_'_....-__------..___-. -------:-:--- ..: ....... __--_-_..------"_ ---..._.__.----- ._:-.......-...........-.-..:_._ --_-- - -
N 3/4 L D. LOO
................. ..... ...
---___-.........-.7 _.....--- . ......_ ._.._...---... . .......-----....----
------...---....----....... ------.-_..---.--11._11_.__
.. .................1. I. _..._._.... ._..-...__.,_.
.___-_____________-__------_--. .--_---.--_-..--_._-._-__-___.___._...____--..---__---.__.-....-.._..... .-_ _
._.__-...__.._.._................... ___.-_-____'___-----.----- 1111_-...---..........:.... a._---........___.._, '.... ._......_...... .__ .......".:",:...,:.:....:.::........-._.._.....:...__.._,...........,:,,,"::.,R.".,"...:,......,......,:.,: ":,:,"w",..:.:.:
14 TJI 210 JOIST @ 16 OC ".:::.:__...:._.........:::...:..:..:..........::...:..:.-:...-.::-.::.-"":.:".....,..: ..".:"::..,,.:::.:"-...........-... ... ... . ... .. ._........ .-.................. . ......- ._. .... . . G
F NE
00 __............_......... _....._......_..__............._...._............................................ _. P��
T -_ -,-.
D
E
O
_.......... ...................... . . ...... -................ .. .....__......................._... _........ __..... .........._.-...._.__............ .
2 X4 @ 16" C C ------------ -------- - --- -- - -- - --- .... - -_.__._.._...... ....... --__..........._... _.._.-.----.. ��5 �O
c --.---.=----------------------------------------------------------7___---.... _.._. ........ ......._._......._.- -...:......_--.............._.._..._.__-___.-_•.-----.......-----.._.._-_.....------------------.- '* S
`1. RAFTER TIE, .._..._.___........_........ _........................1-._-1.1_.1..1.........._..... ......................_........... .. _____......---- .. ...._._..................._..._..--....__........ _--I-.---- .._.....-- _..__...--....-.._ 14 �
1.
,,y, 1jI
rn ;11 ..;,� W
SIDING AS PER OWNER o - 3'-0"x6'-8" TW 34410 TW 34410 TW 34410 2
1 STAIRCASE TO ATTIC N %+ -,►
TYVEK HOUSE WRAP STORAGE SHED I DOOR
O _ 8" RIS. MAX. - CLQ �I �.
1/2" PLYWD. SHEATHING O RAIL TO CODE T-O"x6'-0" 3'-0"x6'-0" T-0"x6'-O" 3'-0"x6'-0" A I�
2X6 @ 16" OC STUD WALLS -1 DOOR DOOR I DOOR DOOR 'QO S`O P�'
6 L-1 � I I I
00 -
2-2X6 ACO SILL PLATE --- -------
ANCHOR TO FOUNDATION WALL L SLAB JI SLAB
8" POUR. CONC. WALL ON
18"x8" POUR. CONC. FTG. I I ,
@ 36" MIN. BELOW FIN. GRADE I I I I I I I I I I I I
I I i I I I I I I I I I I I
- - - - -- __ _ ___
Z - - - - - -- -- - - - - - - - - - -- - -- - - - -- - - - - - -- - ---- -- - --- ----- - - - �_ - - - - - - - - - - - - - - - - -- ----- -=- = - - --- -- - _�_�y- - -- --
.13
SE:CTION EAST ELEVATION WEST ELEVATION
1/411 = 1'-0" 8,1 1.18 1/4" = 1'-0" 8.1 1.18 1/4" = 1'-0" 8.1 1.18