HomeMy WebLinkAbout43855-Z �SUFF i� TOWN OF SOUTHOLD
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#: 43855 Date: 6/13/2019
Permission is hereby granted to:
Grange Rouge LLC
95 Hopper St
Westbury, NY 11958
To: make repairs and alterations to an existing accessory barn as applied for.
At premises located at:
56995 Route 25, Southold
SCTM # 473889
Sec/Block/Lot# 63.-3-18.1
Pursuant to application dated 5/24/2019 and approved by the Building Inspector.
To expire on 12/12/2020.
Fees:
ACCESSORY $382.00
CO -ACCESSORY BUILDING $50.00
r[ Jotal. $432.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1502
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. l
New Construction: Old or Pre-existing Building: ' (check one) }}11 I
Location of Property: S6 J�-2�
House No. Street Hamlet
Owner or Owners of Property:CS can � lam'U -?/ l J
Suffolk County Tax Map No 1000, Section Block Lot f
Subdivision Filed Map. 1 Lot:
Permit No.
SS Date of Permit. Applicant: . 1���1 ��c i ` o
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: V
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ U
LY-Ap"p'lica�nt Signature
"q so
TOWN OF SOUTHOLD BUILDING DEPT.
`yco 765-1802
INSPECTION
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[ ] FOUNDATION 1ST [ ] ,ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING _
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ]'-FIRE SAFETY INSPECTION `z
[X� ]- FIR ESISTANT CONSTRUCTION [" ] FIRE RESISTANT PENETRATION
[ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ CODE VIOLATION [ ] PRE C/O
REMARKS:
N9010,
I �
DATE T�e'G°�' INSPECTOR
SOUlyolo
# TOWN OF SOUTHOLD BUILDING DEPT.
`yco 765-1802
. INSPECTION -
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ OUNDATION 2ND [ •]. INSULATION/-CAULKING
1,I] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION
[ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION-
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
ARKS:
NA nW V104 AM r
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Wo(k 4& A f f-A_V1,
DATE INSPECTOR
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BUILDING DEPARTMENT-Electrical Inspector
* TOWN OF SOUTHOLD
d ® Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959
Telephone (631)765-1802-FAX(631)765-9502
` Temporary Certificate # �i Date 41/7,3 2019
Customer Name C74, ,gcrr Electrician Name G 4--(—
Address
--Address o Phone S-4 L y L
e-mail S /W„aAH e-mail
Phone ,f j X18rAl(, License#
Size S, A Phase _Overhead Underground #of Meters
Remarks
il�,c Vile
#of Underground Laterals 1 2 New
"H" Frame or Polel HI P Fire Reconnect
Was work done on Service? Y/N Flood Reconnect
Old Meter#F Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a ise5 spection of the service a wpment.
This verification' valid for 9 days tr m the da ab
Authorized by
F'LEI.D INSPECTION REPORT .DATE
COMMENTS• /
\ss�
FOUNDATION (1ST) r
.........- ....................... ' P
'FOUNDATION (2ND.)
kv*L 0A
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ROUGH FRAMING&
PLUMBING
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3A
INSULATION PER N.Y: y
STATE ENERGY CODE
FINAL
ADDITIONAL 0 ENTS
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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 1"1971 4•sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631)765-9502 � Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
fContact:
Approved 20 Mail t6:4P'A rc,Whc J r e.
Disapproved a/c I�yDO Y✓IGfV1 (��� (n,1,n;f UA
Phone: 516 — 2/1-/— o(60
Expiration ,20
D E Building Inspector -
APPLICATION FOR BUILDING PERMIT
MAY 2 3 2019
Date t � " , 20 1
INSTRUCTIONS
TOOF�OI ,r��
al s app lca ion 1t JST 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.
AM? A rck i T-Pc. j f-e.,
(Signature of applicant or name,if a corporation)
I Sy00 R6k4 6�'IU+1 ef�,� /I/�I 1�i s2
(Mailing address of applicant)'
State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder
Name of owner of premises Cj-CCA(\ k�, ?OJC .2, lili
s on the tax roll or latest deed)
If licant is a corporation, signature o duly authorized officer
29c kWe
(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: A
House Number Street - Hamlet
_ , t ,, :}L , • •„•,4: Lot
County Tax Map No. 1000 Section 7 dock
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 ja�ww
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration_
Repair Removal Demolition Other Work
(Description)
4. Estimated Costq i 0 f O o o Fee
-41 (To be paid on filing this application)
5. If dwelling, number of dwelling units i 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.
7. Dimensions of existing structures, if any: Front �t9.3 Rear �6. '� Depth -2
Height "Z7 , i ' Number of Stories -I-
Dimensions of same structure with alterations or additions: Front ��� i y6 Rear
Depth - S` Height 'Z-7. 1 ' Number of Stories ,rn r72-a
8. Dimensions of entire new construction:Front Rear ? d Depth
Height Number of Stories
9. Size of lot: Front �D� 6°ll Rear a q 2 ,L/D Depth 966 (6 !
10. Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated P40 R G
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO-K
13. Will lot be re-graded?YES NO_)( Will excess fill be removed from premises?YES NO)
14.Names of Owner of premises C-rat-4� R®,gAddress �13r r S W7hone No.
Name of Architect " , hWny w r�1 I(o Address000 �;n 2hone No S?L/, 2c>1 4o
Name of Contractor Address Phone No.
15 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 N0—XL
* IF YES,D.E.C.PERMITS MAY BE REQUIRED.
I
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
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the
(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.
Sv,ltoefore me this
day of D 20�
cam,d2l<- ydLo uTc,sMc�BF McBride
Notary Public Registration No.01Mc6369447 ature of Applicant
Qualified in Suffolk County
Commission Expires December 11.2021
Scott A. Russell ,��°S� '� STOR-AMIWAX]EIK
SUPERVISOR
MANAGEMENT
SOUTHOLD TOWN HALL-P.O.Box 1179
z
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
- --- -—---- DOES-VEILS PIb®JEC r INVOLVE ANY OF THE FOLLOWING.
Yes NO (CHECK ALL THAT APPLY)
❑� A. Clearing, grubbing, grading or stripping of land which affects more J
than 5,000 square feet of ground surface.
❑� B. Excavation or filling involving more than 200 cubic yards of material
1
within any parcel or any contiguous area.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
{ El D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑Q E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse. j
❑� 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, 4
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 Confrol Plan
and a completed Check List Form to the Building Department wltg-your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) I I S.C.T.M. #: 1000 Dates
`�xt l District
NAME: cI1\I0 It�— 10
Section Block Lot
1
u,� �; ------------- -------
5
Contact Information: 6 ` ZL LI'01 6 6 ***# FOR BUILDING DEPA TMENT USE ONLY
(rekph�c Nmvlvl 1+
Reviewed By:
Date: 5
Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — —
Approved for processing Building Permit.
J kStormwater Management Control Plan Not Required. '
LAW d Stormwater Management Control Plan is Required
' (Forward to Engineering Department for Review.)
FORM # SMCP-TOS MAY 2014 /
$uEFIu� BUILDING DEPARTMENT - Electrical Inspector
�p TOWN OF SOUTHOLD
_ Town Hall Annex - 54375 Main Road - PO Box 1179
o • Southold, New York 11971-0959
y ,alp'� Telephone (631) 765-1802 - FAX (631) 765-9502
c roger.rich ert(cDtown.south old.nV.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date-
Company
Date:
Company �y-
� - - - --
Name: v �—
Name:
License No.: email:
Address:
Phone No.- 6
JOB SITE INFORMATION: (All Information Required)
Name:
Address: 14./L--' tlZ�4 P Sav to
Cross Street:
Phone No.: 6
Bldg.Permit#: S s email:
Tax Map District: 1000 Section: Block: Lot: gi
BRIEF DESCRIPTION OF WORK (Please Print Clearly) IROQI�Aj
Circle Ali That Apply:
Is job ready for inspection?: YES NO Rough In Final '
Do you need a Temp Certificate?: QESNO Issued On
Temp Information: (All information required) /
Service Size (ED 3 Ph Size: p`-m0 A # Meters ! Old Meter#
:New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Ad tiona�, nfoFM- e�l g�� Sr—AV( C-5 m .4J "D S
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1 to 2 3 2��� ?--PAYMENT DUE WITH APPLICATION /
Request for Inspection Form.xls
o�e�FFtJ�,��o�
Town Hall Annex Telephone(631)765-1802
54375 Main Road o Fax(631)765-9502
P.O.Box 1179 Cp
Southold, NX 11971-0959
4%
BUILDING DEPARTMENT
NOTICE_ OF-UTILIZATION OF TRUSS TYPEZONSTRUCTION,,PRE=ENGIN_ EERED
WOOD CONSTRUCTION AIVDI.OR TIMBER CONSTRUCTION
Date:
Owner: G-Cun -e� 'R0i L 6.-
Location
iLocation of Property:
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature: `
Name (person submitting this form): AnIL&y- Po c+d to -
Capacity(check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
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COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES Lu
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PROJECT:
HEIDTMANN
BARN RESTORATION
ARCHITECTURE ANTHONY PORTILLO, R .A. , LEED AP
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.............
N ROAD
SOUTHOLD, NY 11971
m.- 15400 MAIN ROAD 254 36TH STREET, SUITE 256
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7. DRAWING TITLE:
MATTITUCK N .Y. 11952 BROOKLYN N .Y. 11232
TITLE PAGE
LLC
0 :516-214-016 0 0 :716-5 7 2-4 7 4 1
PAGE:
T-i'm ®®
DATE: 05/21/19 1 OF 8
CARPENTRY F A D E <E)0000 :
NOTES $ S�'EG I F I GST I ONS 51T'E WORK
IT 15 THE CONTRACTOR'S RE5P0N515ILITY T'O KEEP TH15 CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8"15) UNLESS I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR
T06ETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED.
SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2• ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, INSULATION E�N�STR�-4T I ON R�QU I i��M�NTS `T� I ®Q TITLE PAGE
�
RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING.
8" MIN. FOUNDATION EXPOSURE.
GENERAL3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. COMPONENT PROPERTIES NY5ECG 2015 TABLE COMPLIES
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. 8402.1.2
PROVIDE SILL 5EAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"x6" STOCKPILE ALL EXCAVATED MATERIALS.
APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEI5HT5 WITH THE EXISTING STRUCTURE. MIN. R-13 + R-5 AS PER
R-I3 CAVITY INSULATION A- 100 GENERAL NOTES
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE EXTERIOR WOOD FRAME WALL R-VALUE TABLE 402.1.2 OF NYS YES
4. AT FLUSH FRAMING USE I6 6A6E METAL JOISTS HANGER5 BY TECO' OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR R-5 CONTINUOUS INSULATION
- ALL DIMENSIONS, CONDITIONS, AND ,APPLICABLE INFORMATION OF EXISTING EQUAL. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ENERGY CODE - ZONE 4 STRUCTURAL DESIGN CHARTS
STRUCTURE/SITE SHALL BE FIELD VERIFIED,BY GENERAL CONTRACTOR. R-50 - 10" OWENS MIN. R-4q AS PER TABLE
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES
5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 5. PROTECT TREES FLOORS, ROOFS, AND WALLS. WITHIN EIGHT FEET OF THE BUILDING. ROOF R-VALUE CORNING FOAMULAR 402.1.2 OF NYS ENERGY YES
L
AND AUTHORITIES HAYING JURISDICTION. 250 RIGID INSULATION CODE - CLIMATE ZONE 4
b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUB5, MEGHANIGAL CONNECTIONS: NY5ECG 402.1.3 AND TABLES A-'2OO HOLDOWN ANCHOR BOLT,
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY +
U.O.N. U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM
OF THE OWNER/BUILDER I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON' MAY BE SUBSTITUTED WINDOW U-FACTOR YES
7. ALL BEAMS, GD
IRERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING WITH AN APPROVED EQUAL PRODUCT. LEAKAGE 0.30 GFM/SF U-FACTOR=0.35 MAXIMUM STRAPPING & NAILING DETAILS
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY AIR LEAKAGE=0.30 GFM/SF
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. "51MPSON" MANUFACTURER. MIN. R-4q AS PER TABLE STRUCTURAL DESIGN LOADS
WITH THE WORK. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES R-4q INSULATION 402.1.2 OF NY5 ENERGY
EEq. ALL WOOD 511-1-5 AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INDICATED IN "51MP50N" PRODUCT LITERATURE. THERE MAY BE SEVERAL CEILING R-VALUE YES _�O® SITE PLAN
b. NO DEVIATIONS OR CHANGEP.T.S TO THE STRUCTURAL SYSTEM SHALL BE MADE LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING CODE - CLIMATE ZONE 4
UNLESS APPROVED BY THE ARCHITCT/EN51NEER. VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMPSON" PROJECT/ZONING DATA
10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED MIN. R-30 AS PER TABLE
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER
BEFORE THE START OF FRAMING ON PAGE A-1. GENERALLY, SHEATHING IS OF 1/2' THICKNESS ON WALLS AND MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. FLOOR R-VALUE R-30 INSULATION 402.1.2 OF NYS ENERGY YF-5
ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER CODE - CLIMATE ZONE 4
FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED
APPLICABLE. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT DM® I OODEMOLITION PLANS
q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER MIN. R-38 AS PER TABLE
II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. R-38 INSULATION 402.1.2 OF NY5 ENERGY
NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER CATHEDRAL GEILII`6 R-VALUE CODE - CLIMATE ZONE 4 YES CRIBBING PLAN & DETAILS
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. W
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR
11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. FOUNDATION, CONCRETE, AND MASONRY
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT //�� ~
13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI5HT5 AND AT /`yt- ®® FOUNDATION PLAN
U
PERMISSION FROM THE ARCHITECT. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE W
UNSUPPORTED EDGE 5EAM5 OF EXTERIOR SHEATHING. SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF H' U
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT.
= J
RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-0" AND AT EVERY 8'-0". 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L J
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE
3. SOIL TO HAVE MIN. BEARING CAPACITY OF (U TON/50. FT., U.O.N. ��J' OO FIRST FLOOR PLAN
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL A`-2
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL IbAPPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 4. FOOTIN05 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS SECTIONS
.
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK OTHERWISE NOTED
BROOM GLEAN. NECESSARY.
17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-I 5. WALLS TO BE POURED CONCRETE OF 51ZE 5HOWN ON DRAWINGS, U.O.N.
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS J�
AND ORDINANCES. UNTIL I� TIER OF FRAMING 15 IN PLACE. ��'�OO ELEVATIONS
I8. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE.
Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB 7. FOOTIN55 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65.
THE 5UB-0ONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A I6 SPAN.
COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 8. ALL OPF-NIN55 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED
SOLID WITH CONCRETE.
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, AS PER PAGE A-1 THROUGH A-3.
ARCHI TECT/EN51 NEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN q• ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2.
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 E DRILLING AND/OR GUTTING OCCURS, FIELD
ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROMTHE PERFORMANCE OF TREAT LUMBER w/ COPPER ACCORDANCE w/ AWPA 022;INHERENAFTHE
WHICH SHALL CONTAIN OO COPPER 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) DAYS OF 4,000 P.5.1., U.O.N.
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 11. GONG. 5LA55 TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH
ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER b MIL. POLYETHYLENE VAPOR BARRIER UNDER TABLE R501.1
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION ). THE MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS,
CONTRACTOR, ANY BY AN NEOLIO'R, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
ETCANY REFERENCES TO GGA ARE TO REPLACED WITH P.T.EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY .
BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: 13. BRICK VENEER BE ANCHORED WITH CORROSION RESISTANT TIES -
PARTY INDEMNIFIED HEREUNDER. (U WALL TIE PER (3)) SQ. FT. STRUCTURAL MEMBER ALLOWABLE DEFLECTION
A. TRUSS JOIST McMILLIAN I.qE MIGROLAM
15. ALL MATERIALS, ASSEMBLIES, A114D METHOD OF CONSTRUCTION INGLUDIN6 B• GEORGIA PACIFIC 2.OE 5-P LAM 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES,
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING PSL (PARALLEL STRAND LUMBER) DENOTES MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. RAFTERS HAYING SLOPES GREATER THEN 3/12 L/180
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM W/ NO FINISHED CEILING ATTACHED TO RAFTERS
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. 5PEG.'s 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND.
APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 FROM FOOTING TO 2" ABOVE FINISH GRADE.
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 22. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE INTERIOR WALLS 3 PARTITIONS H/180
AUTHORIZATION O THE LL NOTCHI GT/ENGINEER. CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES
NOTES, AND TABLES ON PA6E5 A-1, A-2, d A-3. THE FASTENING SCHEDULE OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO
SPECIFIE5 THE REO'D NAILING FOR THE SHEATHING (ANY NAILING CONCRETE SHALL BE PLACED ON FROZEN SURFACES.
N THE CONTRACTOR SHALL BE RESPONSIBLE FLOORS b PLASTERED CEILINGS 1-/360
SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING
NEEDED, UNLESS OTHERWISE SPECIFIEDD., ALL
E LL FOR ANY SHOP DRAWINGS DIMENSIONS AND CONDITIONS
PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY ALL OTHER STRUCTURAL MEMBERS L/240
SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.19). ARCHITECT/ ENGINEER.
20. CONTRACTOR TO REMOVE d RELOCATE A5 REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. EXTERIOR WALLS IN/ PLASTER OR STUCCO FINISH H/360
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 18. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAB5 AND FOUNDATION WALLS AND
23. COLUMN BEARING AS FOLLOWS: WHERE EVER APPLICABLE.
21. ALL MATERIALS ARE TO BE IN51-ALLF-D AS PER MAN'1UFACTURER'5 WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES 1-/240
SPECIFICATIONS, UNLE55 NOTED OTHERW15E. TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A
WALL w/STEEL 5HIM5 d A MIN. 3/4" OF NON-SHRINK GROUT MIN. 10" DEEP PROJECTING 6" ON EACH 51ME OF THE FOUNDATION WALL. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120
22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK
EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY CONCRETE 5LA05 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING.
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16"
UNAUTHORIZED USE UNDER FEDERAL. LAW BY THE ARCHITECTURAL WORK5 WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED
COPYRIGHT PROTECTION ACT OF 10110 (AWGPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE AS IN SOLID a SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" STRUCTURAL DESIGN LOAD5 N
IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ DEEP 4 3'-0" BELOW GRADE. Z
STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, ui
U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4' BENT PLATE 8" LONG U5E LIVE LOAD DEAD LOAD
GORES AND REFERENCE STANDARD:, w/6" RISE b w/ (2) s/4"4) BOLTS THROUGH CENTER LINE OF VERTICAL LEGS --- O
I. ALL NEW WORK PERFORMED SHALL. CONFORM TO THE 2015 INTERNATIONAL SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. EXTERIOR BALCONIES 60 psf 15 psf 0
BUILDING CODE, 2015 INTERNATIONAL. RESIDENTIAL CODE, AND 2015 PROPERTY
MAINTENANCE CODE.
DECKS 40 psf 15 psf
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF GLASS WINDOWS AND DOORS
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 201:2 WOOD FRAME I. ALL GLASS TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. p
PA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN
CONSTRUCTION MANUAL BY AF d PA. 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING CLEARANCES ARE PROVIDED. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 15 psf w
CODE. 3. ALL SLIDING 6LA55 DOORS, 5KYLI6HT5, AND ANY GLASS UNIT INSTALLED
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf
UNLESS OTHERWISE NOTED.
MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE.
4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ROOMS OTHER THAN SLEEPING ROOMS 40 psf IS psf + A
5. ALL ELECTRICAL WKORSHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE,
MANUFACTURERS SPECIFICATIONS.
NFPA 70 AND 2015 INTERNATIONAL ENER6Y CONSERVATION GORE. SLEEPING ROOMS 30 psf 15 psf N Q
5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE
ENERGY CONSERVATION CODE. STAIRS 40 psf 15 psf cO
Co. PROVIDE FLASHING PANS UNDER ALL SLIINCLASS DORSWINDWSR
DG O , O , Otree
GENERAL WIND PROTECTION CONNECTION NOTES: GUARDRAILS AND HANDRAILS 200 sf 15 psf �
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ANY OTHER TYPE OF GLAS5 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. P
CONSTRUCTION;SSTD 10-qq AND 2015 560 HIGH WIND EDITION WOOD FRAM
CONSTRUCTION 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 12 psf FOR ATTIC 03
I. A CONTINUOUS LOAD PATH BETWEENW
FOOTIN65, FOUNDATION WALLS, SCREENS AND HARDWARE NECESSARY FOR PROPER FG
UNCTION OF SUCH UNITS. ROOF LOADING (LIVE = ROUND SNOW LOAD) 20 psf I5 psf FOR CATH.
FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED.
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS It
F N�
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS.
*ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH A50E 7-10 (MINIMUM DE51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES)
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE PROJECT:
AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE CLIMATIC AND OEOORAPHIG DE51ON CRITERIA
SHEATHING AND 51DING, FRAMING ANCHORS OR CONNECTORS SHALL BE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE,
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA,AND EORE55 EI DTMAN N
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. REOUIREMENT5.
GROUND SNOW LOAD 20 LBS
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING BARN RESTORATION
RAFTERS EXCEPT WHERE COLLAR TIES OF IXC OR 2X4 LUMBER IS LOCATED 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WW
WITHIN STAIRWAYS SHALL BE
IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF RAFTERS. TEMPERED 6LA55. BASIC WIND SPEED 130 MPH
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING.
7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46 AND EVERY ELECTRICAL:
EXPOSURE CATEGORY B
16" WITHIN 4' OF EXTERIOR CORNERS. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM
8. SILL PLATE TO FOUNDATION ANGHORAOE;SILL PLATE SHALL BE ANCHORED TO 2011 NATIONAL ELECTRIC GORE, NFPA 70 AND 2015 INTERNATIONAL ENERGY56995 MAIN ROAD
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER CONSERVATION CODE. SEISMIC DESIGN CATEGORY B
OF J" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE SOUTHOLD, NY 11971
PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON WEATHERING SEVERE
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN GONCRETE/MA50NRY COMPLETION OF WORK.
FOUNDATIONS. ANCHOR AND AT PAGING NOTT EBXOLTS CEEDII 6A4LON CENTER LOCATED BE WITHIN 12" OR CORNERS 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: FROST LINE DEPTH DRAWING TITLE:
- GENERALLY,VERIFY OR PROVIDE HARD WIRED
SMOKE DETECTORS w/BATTERY BACK-UP IN: TERMITE MODERATE TO HEAVY GENERAL NOTES
ASPHALT ROOFING SHINGLES A. EACH 5LEEPIN6 ROOMPROJECT ZONING DATA
I. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLASS-A ASPHALT ROOFING ICE BARRIER REQUIRED YES PROJECT/
ZONING
OR APPROVED EQUAL. B. OUTSIDE OF EACH SEPARATE SLEEPING
AREA IN THE IMMEDIATE VICINITY OF
2. 5HINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE THE BEDROOMS (GENERALLY THE HALLWAY)
NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE
AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL G. EVERY LEVEL OF DWELLING
LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC)
PAGE:
3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF
`
CONSTRUCTION.
4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S A-100
SPECIFICATIONS.
5. NAILING OF ROOFING SHALL BE TO CODE.
6. CORROSION RESISTANT II GAGE ROOFING NAILS AND, I6 GAGE STAPLES ARE DATE: 05/21/19 2 OF 8
PERMITTED
7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT' UNDERLAYMENT FOR
2:12 PITCHES TO 4:12 PITCHES
8. ASPHALT 5HINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF
THE SEALANT TO UPLIFT FORGES USING ASTM D 6381.
\ I I I I FASTENING SCHEDULE A
G®'I STRUGTIO'I�l DETAILS W IND !�®AD PATH NOTE: TH15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS
G TYfi�I GAL_ NA L. I NC/STRAFF I NC REOU I RDMENTS FOR (SEE PAGE A-2 FOR STRAPPING AND NAILING REGUIREMENT5,
GO I SIN GT I O I`l D T I Ls.�J NIINO EGUIREMENTS)U�LIFT/ SHEAR, � LATERALWINh RESISTANC. E ALL NAILING I5 A GEERAL SPECIFICATION, T APPLIES
UNLESS NOTED OTHERWISE
NOT TO SCALE
TYPICAL NAILING/STRAPPING REQUIREMENTS FOR
UPLIFT, SHEAR, 4 LATERAL WIND RESISTANCE DESCRIPTION FASTENER SPEC. FASTENER
AND QUANTITY SPAG I NS
ROOF a CEILING FRAMING
AT STUD TO FLOOR ASSEMBLY TO SILL RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER
WOOD JO I S WOOD JO I . •�'••�•'•• � � PLATE(5) CONNECTION:
CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOIST
FOR STRAP - 3 8 d COMMON NAILS ® EA.
BLOCKING JOIST HANGE o o END OF STRAP (WRAP STRAP UNDER SILL PL) GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP
D FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP
GIRDER/HEADE �. _2 _16_ d COMMON NAILS
G o
COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE
WOOD GIRDER WOOD JO 157 9 a ° ALTERNATE GONFICURATION - ABOVE STUD TO
a FLOOR CONNECTION w/ # LPT4 SIMPSON (OR BLOGKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END
EQUAL) ® PLATFORM TO SILL PLATES
STANDARD/ALTERNATE RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END
JOIST FRAMING OVER WOOD O 1 RDER JOIST FRAM I NC FLUSH W 1 TH G I RDER/HEADER WALL FRAM I NO w
TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT �—
�l/D O O R HEADER TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE LU
N A I L- I N C/S T R A F F I N C @ W N D O Y E- U
K I NC STUDS—
STUD To STUD (FACE-NAIL) 2-Ibd COMMON 24" O.G. V J
Ix
NOTATION: HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG (EDGES Q
A- NUMBER OF 5d NAILS ® EA. END OF STRAPPING (3.9, P. 15"1-2001)
CRIPPLE STUD WALL STUD B- NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (3.235, P. 1415 -2001) 4
G- NUMBER OF FULL HE16HT KING STUDS TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD
BOTTOM PLAT ® EA. SIDE OF HEADER (3.230,P. 1015 - ALTERNATE,5.25P,P6. 1414 -2001) BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, \\
HEADER_ SUB FLOOR D- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING 5TUD ENDJOIST, or BLOCKING (FACE-NAIL) 2-16d COMMON 12 PER FOOT
o4
DOUBLE JOTS TO END OF HEADER ® EA. SIDE (51, P. 151 s WORKSHEET-2001)
E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F, P191-2001)
D F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD
A FLOOR FRAMING
JACK STUDS TO END OF SILLS) ® EA. SIDE (DOES NOT APPLY TO DOORS)
C (3.5,P. 15"7 b WORKSHEET -2001)
J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL..) 4-5d COMMON PER J015T
B FASTEN I NO SCHEDULE B BRIDGING TO J015T (TOE-NAIL) 2-561 COMMON EACH END
ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN55
F (IN ACCORDANCE WITH WOOD FRAME BLOCKING TO J015T (TOE-NAIL) 2-8,d COMMON EACH END
r TYP I GAL HEADER CONNECTION DOUBLE JOIST FOR NON-BEARI NC WALLS CONSTRUCTION MANUAL 2001 EDITION(
BLOCKING TO SILL or 3-16d COMMON EACH BLOCK
TOP PLATE (TOE-NAIL)
0000
A NOTATION
ROUGH P' B G D E F 6 LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST
OPNG JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST
i
BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST
4'-0" 4 1 2 2 2 2 BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON L PER FOOT
RAFTER
REQUIRES SILL PLATE OF 2"xb" (MIN) 6'-0" 5 I 3 3 3 3
REQUIRE5 (3) 2"x12" HDR (MIN) 51-011 SHEATHING
5'-0" 7 2 3 4 4 4
STRUCTURAL PANELS: (SEE AL50 GRAPHIC, Sd COMMON 6" EDGE / 12" FIELD
TOP PLATE INTERIOR ZONE THIS SECTION) 5d COMMON b" EDGE / 12" FIELD
PERIMETER ZONE (4" O.G. ® GABLE
K
WALL STUD CEILING SHEATHING
GYPSUM WALLBOARD IFrc COOLERS 7" EDGE / 10" FIELD
ALTERNATIVE RAFTER TO WALL STUD CONNECTION WALL SHEATHING
STRUCTURAL PANELS 5d COMMON 6" EDGE / 12" f-IELD
to
GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD Z
lel I ND RES 1 STANT GONSTRUGT I ON CONNECTORS
FLOOR SHEATHING (SUBFLOOR) 0
c"ONNECTION LOCATION: PART NUMBER: NOTES:
RI DOE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS STRUCTURAL PANELS:
I" or LE55 5d COMMON 6" EDGE / 12" FIELD
GREATER THAN I" IOd COMMON 6" EDGE / 6" FIELD p
RAFTER-TO—WALL H7 APPLY TO EACH RAFTER
RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER
W
PLATE-TO-WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD
2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 36" APPLY TO EACH WALL STUD '$
HEADER-TO-JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD �o�a�t Po PT�
CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWN ANCHOR 557516 APPLY TO EACH SIDEWALL END - '
IST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE 7405
(USE WITH 5" SQUARE WASHERS)
USE THE FOLLOWING OR APPROVED SIMPSON METAL GONNECTOR5 FOR PROPER WIND RE515TANT CONSTRUCTION.
FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION IN5TRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
PROJECT:
H EI DTMAN N
BARN RESTORATION
56995 MAIN ROAD
SOUTHOLD, NY 11971
DRAWING TITLE:
HOLDOWN, ANCHOR BOLT,
STRAPPING, & NAILING DETAILS
STRUCTURAL DESIGN LOADS
PAGE:
A-200
DATE: 05/21/19 3 OF 8
RcQ
, I ONIN& ";DATA
TAX MAP # 1000-65-�-18.1
L�No za �°' ZON I NO D I STR I GT HE3
1016,�5
LOT AREA 245,075 S.F.
FEMA FLOOD ZONE X
WETLANDS DISTRICT N NA
DEC. DISTRICT N NA
EXISTINO PROPOSED
1 BARN FIRST FLOOR1088.Q
' AREA S.F.
1088.q S.F.
D
' w
1 U
J
,
OV�RAG�
U
DESCRIPTION AREA GO\lERAOE
P°gti�
TOTAL LOT AREA 245,075.0 .4
,
d .
EXISTINO HOUSE 1,855.3 S.F. 0.8%
81-°6
EXISTINO OARAOE 200.0 S.F.
EXISTING BUILDINO 170.0S.F. O.I%
EXISTINO BUILDINO 144.0 S.F. 0.1%
rn EXISTINO BARN 1,088.q S.F. 0.4%
! \ TOTAL AREA OF ALL STRUCTURES 3458.2 S.F. 1.4%
MAXIMUM COVERAOE ALLOWED = 409/6 (HB)
056.0
L
ILY
�xiSTiH2
5T°gy 5CTM# 1000-65-5-18.1; LOT AREA = 245,075 S.F. HB
a ` EXI5T. PROPOSED GOMPL I E5
MINIMUM REQUIRED
o �
OA FRONT YARD 15.0' 52.0' 52.0' YES N
z
o w SIDE YARD 10.0' 30.1' 50.1 ' YES o
1 5'f5°'. o U
•�"� �� BOTH SIDE YARDS 25.0' 140.5' 140.5' YES
ROP` REAR 25.0' 770.7' 770.7' YES
LOT SIZE
20,000 243,075 245,075.0
�-
.05. O S.F. S.F.SITE FLAN
YES
LOT MOTH 60.0' 207.7' 207.7' YES
SCALE: I'-V = 30'-O" M. po
LOT DEPTH 100.0' 0 0.0' YES
51 TE LAYOUT NOTES: MAXIMUM PERMITTED o374
1. THIS 15 AN ARCH I TEGTS SITE: PLAN 4 15
SUBJECT TO VERIFICATION BY A LICENSED BUILDINO HEIGHT 55.0' 27.1' 27.1 ' YE5 SOF t4 r
SURVEYOR. THE INFORMATION
REPRESENTED ON THIS SITE PLAN 15 TO THE NUMBER OF STORIES 2 2 2 YES PROJECT:
ARCHITECT'S BEST OF KNONLEDOE.
2. SURVEY INFORMATION WAS OBTAINED H EI DTMAN N
FROM A SURVEY DATED JANUARY 24, 201q
AND PREPARED BY: BARN RESTORATION
aao PECONIC SURVEYORS, P.G.
P.O. BOX q0°f
SOUTHOLD, N.Y. IIg71 56995 MAIN ROAD
TELEPHONE: (651) 765-5020 SOUTHOLD, NY 11971
DRAWING TITLE:
SITE PLAN
gb b'
R A g
PAGE:
n � A-300
9' •�pp°W
DATE: 05/21/19 4 OF 8
SITE FLAN
0ENERAL ERAL SNi000'��50L 4Nr :
_ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR
5M w/ BATTERY BACK-UP
EXISTING TO REMAIN
O CARBON MONOXIDE
NEW WOOD FRAME (L.O. GO DETECTOR
STL. WHEN APPLICABLE)
EIGHT Q HARD WIRED SMOKE AND CARBON
NEW PARTIAL H5M/CO MONOXIDE DETECTOR COMBO
WOOD FRAME (E10 51-L.
H/ BATTERY BACK-UP
WHEN APPLICABLE)
NEW FOUNDATION WALL 50 G.F.M. EXHAUST
FAN w/ DAMPER
MIN. (2) 2"x4" STRUCTURAL50 G.F.M. EXHAUST
® POST FOR 4" WALLS �E FAN 6 LIGHT GOMBP
w/ DAMPER
(MIN. (2) 2"x6" STRUCTURAL
P05T FOR b" WALL5), U.O.N.
y.
W
I--
U
4'x4' GRIBBINO Lu
SUPPORT SET, CRIB F- O
UP ABOVE
(2) 2"x10" LEDGER ORADETTO SUPPORT V J CONNECT TO EXIST. �� PERIMETER LEDGER
O I POST I BOARDS Q
WIOx36 MAIN II �41
STEEL BEAM
(TYP)
71
�.,
in
PROVIDE SHIMMING 1 '
----- __T______ (2) 2"x I EDGER CONNECT
-- ----------------
---------� ----�{- ---------------- I FROM MAIN GROSS ( - - -
BEAM TO EXISTING - - - - - - 1 - - - -
FLOOR J015T AS
I \ II I I J REWIRED L2 �j
I I
EXISTINO WIOx36 MAIN
W01?KSHOP 1 1 _li I I 11 I I I STEEL BEAM O
jEXIST. DOOR TO BE-ZEXISTING (TMP) I
REMOVED I I 5TORA5E - - - - - - - - - -
EXIST. INTERIOR WALL - -
TO BE REMOVED II I I V
EXIST. DOOR TO BE W I I I I
I I z WIOx36 MAIN
4
EXIST. INTERIOR WALL REMOVED =___ p STEEL BEAM
TO BE REMOVED
---- , , ------------- r tuw + -� �-
II II r-------------
____________ 5HORINO NOTES:
I I I I I I O O I I. FROVIDE TEMPORARY SHORING TO
EXISTING I I I I x F SUPPORT WALLS AND ROOF AS NEEDED.
n I STORAGEI I I I I iv I I I II2. 5HORINO TO COME DONN
I I j j I I I 1 1 n I I OR BE SUPPORTED Y TEMP. BEA
I 1 I SYSTEM.
EXISTING I I - - - - - - - - - - - - -
1I I I I I
I I I I I I STABLE 1 1 I i
3. CONTACT ARCHITECT IF THERE ARE
I I I I WALL 1 I I ANY 5HORIN5 CONCERNS DURING
EXIST. INTERIOR
I I I I I I I I ( I I II Z CONSTRUCTION.
TO 8E REMOVED
I L_ ---------J I I I j EX15TINO j EXISTING I ( I PROVIDE SHIMMING I
L-------- ------_-, I FROM MAIN CROSS w�
1 I I I STALL i STALL � BEAM TO EXISTING I :t
EXIST. INTERIOR W�tLL IJO I 5T AS D
TO BE REMOVED I I I I I r ✓—J l�✓� ( 2� I I I FLOOR REQUIRED I I� I�w l
I I X r
I I I II I WIOx36 CROSS L- I
I
EXISTING u
STORAGE � I EXIST. DOOR TO BE I STEEL SEAM
1 I REMOVED
I ry
I
EXIST. INTERIOR WALLS - - - - - - - - - -
I - -
TO BE REMOVED � - N
lift
I H
(2� 2"xl0" LEDGER 'J� I O Z
Lu
CONNECT TO EXIST.
POST t -F, U
(2) 2"xIO" LEDGER CONNECT
TO EXIST. P05T
LLi
FIRST FLOOR r�)EMOL I T I Oil PLAN
0
SCALE: 1/4" = P-O" Ir 4'-011 6'_5" 'i'-5" 8'-"iy4 8'--V4" &'4/4" 5'.0 Liuri
4'x4' CRIBBING I ( I
SUPPORT SET, CRIB
UP TO V ABOVE
GRADE TO SUPPORT
ti`px ;
PERIMETER LEDGER
BOARDS
C,R I BB I NO PLAN
SCALE: 1/4" = 1'-0"
s.
'9 X37405
0F N -
AFTER CRIBBING AND BEAMS ARE
INSTALLED AND SECURE;REMOVE EXISTING BARN (2) 2"x10" LEDGER PROJECT:
LOWER PORTION OF EXTERIOR BOARD INSTALLED
WALLS TO ALLOW ROOM FORAROUND PERIMETER OF
EXCAVATION AND INSTALLATION BUILDING ATTACHED H EI DTMAN N
OF NEW GONG. FT55. TO EXIST. POST
WIOX52 STEEL BEAM BARN R ESTO RATI 0 N
I I
�t
wA 56995 MAIN ROAD
>11 I
Q SOUTHOLD, NY 11971
6"xb" CRIBBING 1 6"x6" CRIBBING
I
Xl
GRADE A DRAWING TITLE:
z DEMOLITION PLAN
SHALL BE FIILLLEDG CRIBBING PLAN & DETAILS
SOLID WITH TIMBER
CRIB MEMBERS (TMP)
PAGE:
GR I BB I NO SECTION DM-100
SCALE: 1/4" = I'—O"
DATE: 05/21/19 5 OF 8
(5NEF2.,AL S��50L <E **r
_ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR
SM W BATTERY BACK-UP
EXISTING TO REMAIN
O CARBON MONOXIDE
711 NEW WOOD FRAME (L.G. CO DETECTOR
STL. WHEN APPLICABLE)
s
NEW PARTIAL HEIcSHT Q HARD WIRED SMOKE AND CARBON
WOOD FRAME (L.O. STL. SM/GO MONOXIDE DETECTOR COMBO
WHEN APPLICABLE) w/ BATTERY BACK-UP
NEW FOUNDATION WALL 50 G.F.M. EXHAUST
FAN W DAMPER
® MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST
FL FAN 8 LIGHT GOMBP
P05T FOR 4 WALLS w/ DAMPER
(MIN. (2) 2"xb" STRUCTURAL
POST FOR 6" WALLS), U.O.N.
FOUNDATION PLAN NOTES
(D TYPICAL P. GONG. MONOLITHIC SLAB AND W
FOOTI NO
:
• (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD
d SILL SEAL
• ANCHOR BOLTS AS PER PAG,= A-200
• P. GONG. SLAB AND FOOTING PER DETAIL W
• ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR
• MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET
FOR HEIGHT OF WALL S SLAB (WHEN APPLICABLE)
U J
2 FOUND. 8 POSTS:
O WD. P.T. POST d P. GONG. PIER UPON Q
i
GRADE BEAM AS PER DETAIL (1YP.)
. 4 2
i
2"xb" STUD WALL bXb-10X10 W.W.M. BETWEEN
12'-'I" (2) 2" x 6" P.T. SILL PLA CENTER 8 UPPER � OF SLAB
SECURED IN PLACE DURING POUR
PROVIDE STRAPPING PER " P. GONG. SLAB
A-2.0 CONNECTION D-I
—� — — — — — — — — — — COPPER TERMITE ° a °
SHIELD
- - - - - - - -� I GRADE
[__, Q
(3) #4 REBAR °
' ' r O GONTINUOUS BOT. (4 TOTAL) ° 4" GRAVEL BASE
' ° PON GLEAN
;n �# COMPACT FILL
b MIL VAPOR
3'�by4" 9'-5" 10'-4" 3'-2" a'-3" I_I" PROVIDE I" RIDGID �-0� RETARDAR
INSULATION
I II,, I II HOT DIPPED GALVANIZED
L— —I I �— — — — — — — — �— — — — — - - — — �J— — — — — — — — �✓ AONGRETE;3ci'NCHOR SO.G. 14 MIN. 12"
THICK a 12"
FROM CORNERS. SEE DETAIL
I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , I ONPAOEA-2.0
I NEW I I
MONOLITHIC b" I m
SLAB.FTG. 12" I I I^I I I I
r I I B LOW GRADE -400 I I r FOUI `��ATI OI `� Y `TALL ETA I L
I
SCALE: 3/4"
r
F- 7 (- -1 � � 2
PROVIDE 4" POURED L � Lk
-400 Z
GONG. SLAB ON I w
GRADE K/GRAVEL 2 6"xb" POST
BASE W/bxb-10x10
W.W.M. BETWEEN
CENTER b UPPER ; OF U
m` SLAB SECURED IN NEWI m` N O SIMP50N COLUMN BASE
t- I PLACE DURING POUR
MONOLITHIC b" I r ry CONNECTOR Lu
SLAB. FTG. 12"'/"
2" I o Q
THICK ® 12"
BELOW eR.AVE
• I •1
ui
I'
I J 12"0 SONOeL�}
PROVIDE 4 POURED TBD
GRADE
2 GONG. SLAB ON I 2 , SOLID w/ P. GONG. .n�, #5 BENT
GRADE KI GRAVEL 4
I I m 0�1 BAR ®
EA.° 1<
BASE W/bxb-10x10 1SUPPORT
.W.M. 5ETWEN
- - - - - - - - - - - - - z ry.Y
pO1 CENTER � OF
SLAB SECURED
��JI
— — — — —� — I1 L — — — — — — — — — — — — — PLACE DURING POUR — J r / � � 11"
IIII
20"x20"xl2" '
— — — — — \� — — — 1\ GONTEEP P.
3N0005 TOP 4 a. .`!. ; .9 PONGG . PAD — 5
BOT. (6 TOTAL) • a FT5. '9 3740 y�
SL-pOF N�
9'-5" I I'-I I" 5'-I lyq" 5'-1134"
22'-0" 24'-4"
PROJECT:
2 T)eP. SUPPORT I7ET. H EI DTIVIAN N
-400 r SCALE: 3/4" = I'-0" BARN RESTORATION
FOUNPAT I ON PLAN
SCALE: 1/4" = P-o" 56995 MAIN ROAD
SOUTHOLD, NY 11971
DRAWING TITLE:
FOUNDATION PLAN
PAGE:
A-400
DATE: 05/21/19 6 OF 8
0ENERAL I �50L <E'*"r :
:
_ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR
5M w/ BATTERY BACK-UP
EXISTING TO REMAIN
O CARBON MONOXIDE
NEW WOOD FRAME (L.O. GO DETECTOR
57L. WHEN APPLICABLE)
NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON
WOOD FRAME (L.G. STL. 5M/GO MONOXIDE DETECTOR COMBO
WHEN APPLICABLE) w/ BATTERY BACK-UP
NEW FOUNDATION WALL ED EO G.F.M. EXHAUST WINDOWS IN KINDREPLACE .
F
FAN w/ DAMPER
REG.
®
MIN. (2) 2"x.4" STRUCTURAL 50 G.F.M. EXHAUST
I _L FAN $ LIGHT GOMBP
P05T FOR 4" WALLS / DAMPER EXIST.
(MIN. (2) 2"x:6" 5TRU07URAL wAGGE55OR)' r
POST FOR b" WALL5), U.O.N. BARN
2 xb 26x6 a jNEW 5.5"xIO" TIMBER GIRDER(TYP)
W
tu
w
w H
O I NEW 5.5"x5.5" TIMBER I I \ I I \ / I (
crV COLUMNS (TTP.) O
.1L..—. y — .— — J
EXIST. I OVERHEAD DOOR I I OVERHEAD DOOR
ACCESSORY ENVY MODEL 956 i i ENVY MODEL 956 ,
A BARN j I
_. ........ _._..... - I .._.. -.. -......-".__.._.. _ _... _... i- -
A-400
I I A-400 �;:`�,;-.•..,
TOP OF RIDGE- ----------------------------------- c"v
ELEV.+2+27.1'
----------- LINE OF CUPOLA) I
VE
ABO
TOP OF RIDGE --------—-—-—-—-—-—-—-—-—-—-—-—-—--
NEW 5.5"xl0" TIMBER GIRDER(TYR)
EXIST.
ACCESSORY
BARN
x
515TER R.R. AS NEW 5.5"x10" TIMBER 61RDER (TYR) =
R PLAN —:2:21-011O NEW 5.5"x5.5" TIMBER
PER. a
10'-O" COLUMNS (TYR)
TOP_OF R_IDLE
REPLACEDOORS IN KIND "
ELEV`. +1'1.3' RIDGE AS PER PLAN GIRDER AS PER PLAN REPLACE EXIST. BARN
DOORS IN KIND
24'-4"
CROSS BRACING x6" TIMBER
GF I 57 FLOOR PLAN 1 `l
(TYR)
SCALE: 1/4" = I'-O"
61RDER AS PER PLAN
t
t
3"xb" TIMBER N
CROSS BRACING
Z
(TYR) w
EXISTING SHED NEW ALUM. GUTTERS;
COLOR TO BE NEW ALUM. LEADERS I-O
SELECTED BY OWNER (TYR)
4" P. GONG. NEW I" RIGID GUTTER Q
TOP OF SLAB SLAB W/ INSULATION I HIGH POINT o
ELEV. +0.7' 6x6-10x10 W.W.M PITCH
` AVG. GRADE --- I. I—
r� •I GRADE- - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — —
�u
S a• '',^' {t _
�f'3',-vlf� € I (G ,[.y vK . � >Y � r��,,j� '}�� �t� �p ...€�- t ,�'.,. .� ....f' _ �,v- - - f.I 0 ��� I• � � M
-
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"
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, _,.✓,VAPOR
APOR BARRIER
ARRIER
I�lTHROUGHOUT1071
YONDER51DE
0'UNDERSIDE OF SLAB
�
Yy .1`�''"°d�� � z� � ':I- -�;��:,�r=-' 1�.-,."�.,�-s"�=,��3";{' ","-:y�t•1..-.�,.... i,,r;"t
l
.,
. : - IL
• T
0.1 _20
11 I EXI5TING GABLE )+
,
1
° v
.. EXIST. VIRGIN 501E �.. a� °a� �� C3 O,Q �•,� '•'�
x p EXISTING GABLE x p x 0 0 O z1r
® z ® ( z ®
3 I * I
SEOTI ON A/A-500 I _ _ _ _ I ' • ., � �40� ��
SCALE: 1/4" = 1'-0"
ail
I NEW 2"x10" RIDGE I G I PROJECT:
EXISTIN
N NEW 2"x10" RIDGE CUPOLA NEW p
1 2"x5" IDGE N e i i H EI DTMAN N
o o
EXISTING GABLE i L _ _ _ _ IL
i BARN RESTORATION
v
56995 MAIN ROAD
z z zx SOUTHOLD, NY 11971
tll to � —
N I z ® EXI5TIN6 &ABLE
W w i DRAWING TITLE:
�- - - - - - - - - - - - - - - - - P N
FIRST FLOOR PLAN
m — ROOF PLAN
SECTION
ID
ROOF FLAN PAGE:
SCALE: I/4" = I'-O"
A-500
DATE: 05/21/19 70178
REPAIR AND PATCH EXISTING ROOF:
I. REPAIR AND PATCH EXISTING ROOF
MEMBRANE AS NEEDED.
2. CONTACT ARCHITECT IF ENTIRE ROOF NEEDS
TO BE REPLACED;STORM WATER , -
MANAGEMENT PLAN WILL BE NEEDED FOR -
--REVIEW AND APPROVAL BY SOUTHOLD
BUILDING DEPARTMENT.
LLJ
LLJ
._ _.._ ..._...._
n
._ _._.._..... I
` U
-—- — DOOR
1
REPLACE 5LIDINCGREPLACE SLIDING
BARN DOOR BARN DOOR
REPLACE EXISTING SOUTH ELEVATION (FRONT)
W DO 5
SCALE: 1/4" �- ��I O REPLACE EXI5TINO
- WINDOW
NEW 51DINO NOTE (TYP.):
I I. ALL EXIST. SIDING d FOAM SHALL BE REMOVED
! 2.INSTALL NEW SIDING TO MATCH EXIST. 51DIN&
5."TYVEW HOUSE WRAP (OR EQUAL)
I 4.INSTALL ALL AS PER MANU. 5PEC.'5
5. PROVIDE ALL NECESSARY TRIM FOR PROPER
I INSTALLATION
6.SIDING SHALL EXTEND TO TOP OF FOUNDATION
Z
W
O
i
U
i
i w
o
_ I
s
bey
REPLACE EXISTING ,;,- '•;,;
Y
s '
WINDO,N d DOOR REPLACE EXISTINIS,
DOOR
NEST ELEVATION (LEFTSD EAST ELEVATION (RICHT SIDE) 374°�
SCALE: I/4" = I'-O" - FOF NES
SCALE: 1/4" = I'-O"
PROJECT:
HEIDTMANN
BARN RESTORATION
--= -- - - ---- - 56995 MAIN ROAD
SOUTHOLD, NY 11971
DRAWING TITLE:
.. .:::................_,.
__ �M �r r,s ELEVATIONS
4' PAGE:
j . .. . . A-600
LLj_ f
DATE: 05/21/19 8 OF 8
;:.
.,If,. .. ...., .x.. ,a.
NEW 8'x8' GLASS NEW 8'x8' GLASS REPLACE EXISTING
GARAGE DOOR GARAGE DOOR WINDOWS
NORTH ELEVATION (REAR)
SCALE: 1/4"