HomeMy WebLinkAbout47243-Z ram"
OS�FFUL�C Town of Southold
�oo� ooy 9/17/2024
P.O.Box 1179
0
o _ 53095 Main Rd
A o� S}' Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45548 Date: 9/17/2024
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 19000 Route 25,Mattituck
SCTM#: 473889 Sec/Block/Lot: 115.-6-7
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/30/2019 pursuant to which Building Permit No. 47243 dated 12/20/2021
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:
single family dwelling with covered porch and outdoor shower as applied for.
The certificate is issued to WeWo Group LLC
r
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-2390 6/24/2024
ELECTRICAL CERTIFICATE NO. 43725 3/5/2021
PLUMBERS CERTIFICATION DATED 1/2/2022 Cu cho ue East Plumbin Heating
A
t or Signature
�o�gOEFQ(,t�o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y x TOWN CLERK'S OFFICE
"o • 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#: 47243 Date: 12/20/2021
Permission is hereby granted to:
WeWo Group LLC
15900 Main Rd
Mattituck, NY 11952
To: Install window and door replacements to existing single-family dwelling as applied for.
AMENDED 7/25/19 to construct additions and alterations. Replaces BP# 43725.
At premises located at: -
19000 Route 25, Mattituck
SCTM #473889
Sec/Block/Lot# 115.-6-7
Pursuant to application dated 12/20/2021 and approved by the Building Inspector.
To expire on 6/2112023.
Fees:
PERMIT RENEWAL $247.50
Total: $247.50
Building Inspector
o�gU�o��cp 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#: 43725 Date: 5/8/2019
Permission is hereby granted to:
McKay, Anna
c/o Jackie Vogelsang
9965 Nob Hill PI
Sunrise, FL 33351
To: install window and door replacements to existing single-family dwelling as applied for.
At premises located at:
19000 Route 25, Mattituck
SCTM # 473889
Sec/Block%Lot# 115.-6-7
Pursuant to application dated 4/30/2019 and approved by the Building Inspector.
To expire on 11/6/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00
CO -ALTERATION TO DWELLING $50.00
Total: $250.00
Building or
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines,streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and.installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements. '
B. For existing buildings (prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. aq
New Construction: Old or Pre-existing Building: ✓ (check one)
Location of Property: 5Z-
House No. Street Hamlet
Owner or-Owners of Property: 20 (21 c >1D LLC
Suffolk County Tax Map No 1000,Section �C/ Block (Xt9 �(�)C? Lot 7���
Subdivision Filed Map. Lot:
i
Permit No. Y��Z Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: V (check one)
Fee Submitted: $
Ap licant Signature
pF SO(/r�ol
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 Q y'
sean.devlin@town.southold.n us
Southold,NY 11971-0959 i0
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: WeWo Group LLC
Address: 19000 Route 25 City:Mattituck St: NY zip: 11952
Building Permit#: 43725 Section: 115 Block: 6 Lot: 7
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Glens Electric License No: 4770ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1 st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 47 Ceiling Fixtures 1$ Bath Exhaust Fan 4
Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures Smoke Detectors 4
Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures $ CO2 Detectors
Sub Panel 100A A/C Blower 2 Range Recpt 50A Ceiling Fan Combo Smoke/CO 3
Transfer Switch 200A UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks
Disconnect 4 Switches 4g 4'LED Exit Fixtures Pump
Other Equipment: Fridge, Oven, Cook Top, DW, W/D, Micro
Notes: New Two Story House and Basement
Inspector Signature: (� Date: March 5, 2021
S.Devlin-Cert Electrical Compliance Form.xls
i
Town Hall Annex Telephone(631)765-1802
54375 Main Road , I. ^'`' Fax(631)765-9502
`t. 3
P.O.Box 1179 �.y.
Southold,NY 11971-0959 '
BUILDING DEPARTMENT (� r '
TOWN OF SOUTHOLD C I
JAN 2 4
BUILT
TOWNC• :.
,.G ,_R T I F'LC AXUQN,
1 2
Date:
�13 -� Z5 Y
Building Permit No. 7a 1 3
....._.._..._..__..YU............._ _..... . _ ....._..
Owner: .
(F-Iease print)
977
c -
1. � .�
r �:......� -.. �' .� �^. ......
.. ... _.. ,.
•\C,
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature). -�_ -�
Sworn to before me this 4-1.
dayoL a.n . 2022.
Notary Public,.. !�. __
TRACEY L. DWYER
NOTARY PUBLIC.STATE OF NEW YQRIC
NO.W DW6;106900
QUALIFIED IN�tJFPOLK COUNTY "
COMMISSION EXPIRES JUNE 30.
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# TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm Vie`' 765-1802
INSPECTION
[ UNDATION 1ST [ ] 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: AA
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DATE INSPECTOR
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* # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
: I NSPECTION
[ .] FOUNDATION 1ST [ ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:.
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DATE 6 ZZ �2� INSPECTOR ��-
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# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPEC ON
[ ] FOUNDATION 1 ST [ ROUGH PL13G.
[ OUNDATION 2ND:. [ ] INSULATION/CAULKING
] FRAMI /ST� Rm APPING [ ] FINAL
[ ] FIREPLACE &CHIMNEY [ ] FIRE�SAFETY INSPECTION
[ ] FIRERESISTANT CONSTRUCTION [ ]- FIRE RESISTANT PENETRATION
[ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) '
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE S INSPECTOR
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# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION -
FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] -FOUNDATION 2ND [ ] 'INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE' CHIMNEY [ ] 'FIRE SAFETY INSPECTION
[ ] 'FIRE RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) N ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:-.
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DATE INSPECTOR �_
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# TOWN OF SOUTHOLD BUILDING DEPT.
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INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ]..-FOUNDATION 2ND [ XNSULATION/CAULKING
FRAMING/STRAPPING [ INAL VJ(V4_61 Ss jAvs
[ ] FIREPLACE & CHIMNEY [ ]--FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: 0
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APR 2 0 2022 Fr
BUILUINu,_•_. '
TOWN OF SOUTHOLD
Delfino Insulation Co., Inc.
317 Burman Blvd,Calverton,NY 11933
CERTIFICATE OF INSULATION
JOB INFO: Oldwood Inc. DATE OF INSTALLATION: 06/24/20
J 19000 Main Road
J Mattituck,NY 11952
Attic Roo e/2x10 Closed Sloped Ceilings 2x6 Exterior Walls
INcATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE
❑ of I CELL FOAM ❑ OPEN CELL FOAM
0 CISED CELL FOAM 2" R-14 0 CLOSED CELL FOAM 2" R-14
o dERGLASS 6.5" R-19 0 FIBERGLASS 3.5" R-13
❑ LLULOSE ❑ CELLULOSE
2x4 Exterior Walls Box Ends
INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE
❑ OPEN CELL FOAM ❑ OPEN CELL FOAM
Q CLOSED CELL FOAM 3" R-21 Q CLOSED CELL FOAM 31' R-21
❑ FIBERGLASS ❑ FIBERGLASS
❑ CELLULOSE ❑ CELLULOSE
/ Cellar Walls/Crawlspace Walls Cellar Ceiling/Crawlspace Ceiling
INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE
/ OPEN CELL FOAM
❑ OPEN CELL FOAM ❑
/ Q CLOSED CELL FOAM 2" R-14 ❑ CLOSED CELL FOAM
❑ FIBERGLASS ❑ FIBERGLASS
❑ MINERAL WOOL Q MINERAL WOOL 3" FB
❑� FIRE CAULKED TO CODE DATE OF INSTALATION: 06/24/20
❑ FIRE BLOCKED TO CODE DATE OF INSTALATION:
0 AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: 06/24/20
❑ DC-315 IGNITION BARRIER TO CODE DATE OF INSTALATION:
0 DC-315 THERMAL BARRIER TO CODE R316.4 DATE OF INSTALATION: 06/24/20
I Tammy Mazzara certify that the residence referenced above was insulated
as per signed proposal by builder/homeowner,and the installation was conducted in
conformance to applicable codes and standards and regulations.
\ AUTHORIZED SIGNATURE
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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
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 5k ,20 Singe&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved 20 Mail to:
Disapproved a/c 9
Phone:
Expiration IN ho 20
D Bur i ector
J [H
APR 3 0 ?019 APPLICATION FOR BUILDING PERMIT
Date act ��� , 20 I�
- -"` INSTRUCTIONS
TOWN OF SOUTE-10LD
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.
(1vignature of applicant or name,if a corporation)
(Mailing address of applicaritJ
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
OwV\-e-,'
Name of owner of premises LRIQ U ,Q G JD�2e 0 LC
(As oA the tax roll or latest deed)
If P
1' ant is a corporation, signature of duly authorized officer
V,V f &Za
(Name and title of corporate officer)
Builders License No. U- 1
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street '' " 4 v'4-1-1 ��nlet
;�I140YW3V =1L 3TATw-)1! traAl0i4
Od, ��
County Tax Map No. 1000 Section , lgc�c iv �:-, Lot , COO
r c;3,S't V;.,M is 4iiqx3;t7'F:2[Mi7 00'?kq
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 s,r�1 Q ' ;,�u ono .e-
b. Intended use and occupancy
3. Nature of work(check which applicable): New,Building Addition Alteration
Repair Removal Demolition Other WorJNAo
De scrip ion) ex�s�,n
4. Estimated Cost ( � Fee �`1ne&)�e. °-We``-cri s
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures;if any: Front Rear Depth
Height' Number of Stories
Dimensions of same structure with alterations or additions: Front / i %,,7:3 a
Depth Height Number of Stonesl
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth " q
10. Date of Purchase pri D/C(Name of Former Owner anneaC
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO
13. Will lot be re-graded? YES NO ._/Will excess fill be removed from premises?YES NOI
14. Names of Owner of premises Address Phone No.
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
* 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
* 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 OFF
LRMS being duly sworn, deposes and says that(s)he is the applicant
(N6e6f individual signing contra ) above named,
(S)He is the C� V-)ed-
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
`age day of a r,<< 20
-EVELYN K GOLZ
NOTARY PUBLIC-STATE OF NEW,'
1GO6206435
tary P �c Qualified in Sutblk County Signature of Applicant
My Commission Expires May 11,2021
1
�o�oS�fFo[,�.co BUILDING DEPARTMENT- Electrical Inspector
Gy TOWN OF SOUTHOLD
o Town Hall Annex - 54375 Main Road - PO Box 1179
co at
%b ' Southold, New York 11971-0959
o4,, p�4V Telephone (631) 765-1802 - FAX (631) 765-9502
rogerrtccD-southoldtownny.gov — seand(a southoldtownny.gov
APPLICATION .FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: �-
Name:
License No.: CI 770_ email: (G'As c a-tioo .Co Vq
Address: V(�
Phone No.: 3
JOB SITE INFORMATION (All Information Required)
Name: M l
Address:
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: I 1 ,57 Block: Lot: '7_
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
-;&1C46i2 l�
N-c Q
Circle All That Apply:
Is job ready for inspection?: YES / 'U Rough In Final
Do you need a Temp Certificate?: YE / NO Issued On
.'Temp Information: (All information required)
Service Si e 1 Ph 3 Ph Size: DO 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
Additional Information:
PAYMENT DUE WITH APPLICATION
IR
Request for Inspection Form.xis
4tip�{FOL .C� BUILDING DEPARTMENT-Electrical Inspector
` 2 TOWN OF SOUTHOLD
�0 Town Hall Annex-54375 Main Road-PO Box 1179-Southold,NY 11971-0959
Telephone (631)765-1802=FAX(63.l):.765=9502
Temporary Certificate # . . Date. 2019
Customer Name e Electrician Name3
S
Address 9 ... Phone
e=mall" .. .
e mail
Phone Licens�# '.
L
g ' ..
Size �� A Phase '/._� .Overhead Under round #of Meters... .
Remarks
#of Underground Laterals 1 2 N w
°- - ` Fire Reconnect
r-�1 "H" Frame or Pole. H P
1 _ Flood Reconnect.
Was work done on Service? Y/IV
Old Meter# : 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 premises inspection of the service equipment.
This verification is valid for 90id "s:}ro "? above.
Authorized by
r.-r....r-----rr r
_ WEwa
PERMIT# ` � � Address: / �G d 2"IA1 fRt�)
Switches �Yl �Ti7vci� NY,
Outlets
'GFI's
-J& Opole i
Surface / e✓15 e— e--
Sconces
H H's
UC Lts d
Fans Fridge �� HW G►
Exhaust Oven Dryer N
Smokes N DW I) Service G) 200 qma UAL 'C?2ccst.
Carbon /Va.,VC, Micro �!� Generator N 1,7,
Combo (3) Cooktop Dvi�- e� Transfer �j,Gv��
Zoo Am
Sc724 icy
AC ( o2J A Cad Miniou�
Special:
Comments.
Scott A. Russell ,��°Su '� STOPLl�KWA\T]E K
SUPERVISOR NT ( NT
� � I��1[A\lam A\GI]EI��[]E1� C'
SOUTHOLD TOWN HALL-P.O.Box 1179 u A
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE iFOILILOWING:
Yes No (CHECK ALL THAT APPLY)
❑® A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
El 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 floodplain 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 witFyour Building Permit Application.
APPLICANT: (Property Owner,Design ProfessionaL Agent,Contractor,Other) S.C.T.M. #; 1000 Date:
n ' ,/� District r'''� c `
NAME: / G,1T%UI l I I U� �9 1 O JCJ$ L l
t Section Block Lot
�� (ion rT1
FOR BUILDING DEPARTMENT USE ONLY ***
Contact Information
—a
mr Vu brrl
Reviewed By:
= — — — — — — — — — — — — — — —
Date:
Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — —
IQDM fficu v) PC! rk E Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
— — — — — — — — — — — — — — — — —
❑ Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM " SMCP-TOS MAY 2014
APPLICANT: S.C.T.M.# 1000 s CHAPTER 236
(Property Owner,Design Professional,Agent,Contractor,Other) � bQ /r
Stormwater Management Control Plan CHECK LIST
Section Block Lot
NAME: � a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
Pieax Prmt
Date: yy * The applicant must provide a Complete Explanation and/or Reason for not providing
of SlgnalUl a TeleV all Information that has been Required by the following Checklist!
�ne Numbu:
1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item,Please Provide Justification Here!
show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper.
a. Location&Description of Property Boundaries
b. Total Site Acreage. �O0
c. Existing-Natural &Man Made Features within 500 L.F.
of the Site Boundary as required by§236-17(C)(2).
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 000
e. Limits of Clearing&Area of Proposed Land Disturbance.
f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) 0 0
g. Location of all existing&proposed structures, roads,
driveways,sidewalks,drainage improvements&utilities.
h. Spot Grades& Finish Floor Elevations for all existing&
proposed structures.
I. Location of proposed Swimming Pool and discharge ring. 0�0
j. Location of proposed Soil Stockpile Area(s). 0O�
k. Location of proposed Construction Entrance/Staging Area(s). �00
1. Location of proposed concrete washout area(s). O00
M. Location of all proposed erosion&sediment control measures. 000
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater improvements are sized to capture,store,and infiltrate
on-site the run-off from all impervious surfaces generated by a two V)inch 00�
rainfall/storm event.
3. Details&Sectional Drawings for Stormwater practices are required for approval.
Items requiring details shall include but not be limited to:
a. Erosion&Sediment Controls. 000
b. Construction Entrance&Site Access. 000
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 000
d. Leaching Structures (e.g.infiltration basins,swales,etc.)
****FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required.
I
Reviewed& I Stormwater Management Control Plan is Not Complete.
Approved By: — — — — — — — — — — — — — — — — — — — — — — —
❑ Stormwater Management Control Plan is Complete.
Date: I SMCP has been approved by the Engineering Department.
FORM * SWCP Check List-TOS MAY 2014
(1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC:PURPOSE AND ARE NOT TO BE USED TO ESTABUSIH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION
INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTON.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS CST)Ce CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS.
N 400 Ostrander Avenue, Riverhead, New York I1a01
tel. 651.727.2505 fax. 651.727.0144
admin®youngengineering.com
G Howard W, Young, Land Surveyor
Thomas G. Wolpert, Professlonal Engineer
E !mil
MAIN RO /` D (N.Y.S. RTE. 2� Douglas E. Adams, Professional Engineer
W
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Robert G. Tost, Architect
Robert Stromski, Architect
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�d \o •� O ¢ 5NE AMES, 1 ST EQUITY NATIONAL TITLE & CLOSING
-ate J LAWN UP t1�ILI
SERVICES, FIRST AMERICAN TITLE INSURANCE
�I p To 18'E COMPANY & WEWO GROUP, LLC THAT THI5 SURVEY WAS
PREPARED IN ACCORDANCE WITH THE CODE OF A _FOR
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LAND SURVEYS ADOPTED BY THE NEW YORK 0'tA ; 'TION
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FRAME ADDITION
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\ REVISION DATE
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(1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THi NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC-URPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION
INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON Hl`BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIrNEES OF THE LENDING INSTITUTION CERTIFICATIONS APE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM RELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS.
N 400 Ostrander Avenue, Riverhead, New York I1a01
tel. 651.727.2505 fax. 651.727.0144
odmin®youngengineering.com
Howard W. Young, Land Surveyor
A Thomas C. Wolpert, Professional Engineer
Douglas E. Adams, Professional Engineer
W E MAIN ROAD (N.Y.5. RTjE. 2F,)
' Robert G. Tost, Architect
vN i> Robert 5tromski, Architect
CMF ELECTRIC METER � WATER AGAIN w� o n
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of p To 18'E i� COMPANY Sc WEWO GROUP, LLC THAT THIS SURVEY WAS
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A36
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I acimin®youngenglneerinSzom
0 Howard W.Young,Land Surveyor
t t ` Thomas C.Wolpert,Professonal Engineer
W �� T E ` I N RO D I - Dovglas E.Adams,Professional Engineer
\ (NY5 RTE 25)
I �
_�__�—- _ Robert O.Tast,Architect
i .e,- .w --—--—-- - ------- Robert Stromski,Arehltect
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0 S".E AMES, 1 ST EQUITY NATIONAL TITLE Sc CLOSING
J sIL 5 LAWN UPj / SERVICES, FIRST AMERICAN TITLE INSURANCE
To 18'E COMPANY&WEWD GROUP, LLD THAT THIS SURVEY WAS
U PREPARED IN ACCORDANCE WITH THE CODE OF PRA E FOR
LAND SURVEYS ADOPTED BY THE NEW YORK S A TION
MAIN ROAD (NY5 RTE 25) OF PROFE55IONAL LAND SURVEYORS. �O yo
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GENERATOR .rp}� MARJA L. AMES
91•-r Bwcx - c uNrrs ' V / �q�°�CV at Mattituck, Town of Southold
WALK RO
Agz ry\o' \ wee ° ; Suffolk Count New York
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FRAME I WALL o lu GJ1,.�._�},p9�.\\IOC 1 FINAL SURVEY
p O COVERS 119 p� HOUSE . `{ N \ `r GRADE ON (4 l' \ _
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`4 FINAL SURVEY NNE OQ 202
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oo aOU t1E p \\ e 0 bp Total Maximum Bedroom,^ UPDATE S URVEY
62420 ._� ;4rr •��
Date Office of 4YasLewater Management
B INSET. 100 O 50 100 200 SOO
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SCALE: I' -• JOB NO.201q-0033
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AAPPRDASNOTED
DATB.P.
FEE: BY:
NOTIFY BUILDING DEPART M AT . COMPLY WITH ALL CODES OF
765-1802 . 8 AM TO 4 PM FOR THE NEW YORK STATE & TOWN CODES
FOLLOWING INSPECTIONS: AS REQUIRED AND CONDITIONS OF
1. FOUNDATION - TWC REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING a PLUMBING
3. INSULATION ZWELOANNING BOARD
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICAT<
OF OCCUPANCY
` Andersen Andersen Windows - Abbreviated Quote Report Andersen.
` Project Name: old wood main road mattituck
.<....... ....
Quote#: 185111 Print Date: 04/15/2019 Quote Date: 04/1,5/2019 iQ'Versioily 19.0
Dealer: RIVERHEAD BUILDING SUPPLY Customer: 1 - ANDERSEN TRADE ID FOR"RIVERHEAD BUILDING
BUILD SMARTER.BUILD BETTER. Billing i
1-800-378-3650 Address:
WWW.RBSCORP.COM Phone: Fax:
Sales Rep: GREG VIANI Contact:
Created By. Trade ID: 060055 Promotion Code:
Item Qty Item Size(Operation) ! Location Unit Price Ext.Price
~ 0001 13 TW21052(AA) $ 640.64 $ 8328.32
RO Size=3'01/8"Wx5'47/8"H Unit Size-2'115/8"Wx5'47/8'
i
400 Series
Unit, Equal Sash, Nailing Flange Installation, Black/PI White, High Performance Low-E4 Glass, Divided Light with Spager, Specified Equal Lite, 2w1 h,3/4",
High Definition Chamfer, Chamfer, Ext Grille-Black, Int Grille-Prefinished White(Each Sash)
Insect Screen, Black
i
Viewed from Exterior
Zone:North-Central
U-Factor:0.31, SHGC:0.28, ENERGY STAR®Certified:No
_:...., 0002. 2 6 5 x 3 11 1/4 (F) $ 812.95 $ 1625.90
RO.Size=6'5.1/2"W x 3'11 7/8"H Unit Size=6'5"W x 3'11 1/4"H
�::-_ ::..........._ 400 Series
Unit, Rectangle, Black/Pre-finished White, High Performance Low-E4
Zone:North-Central
U-Factor:0.27, SHGC:0.33, ENERGY STAR®Certified:Yes
Viewed from Exterior
I
Quote#: 185111 Print Date: �04/15/2019 Page 101 4 iQ Version: 19.0
Item Qty Item Size(Operation) Location Unit Price Ext.Price
i 0003 4 G54(AP) $. 1141.39 $ . 4565.56
11 1 11 1 II 1 RO Size=51 0 Wx4 0 H Unit Size=4 111/4 Wx3 11
111/4 H
,
400 Series
Unit, Black/Clear Pine, High Performance Low-E4 Glass
Insect Screen, Black -
Handle, Rotating Sash,GW, Metro Style-Black
Viewed from Exterior Zone:North-Central
U-Factor:0.30, SHGC:0.29, ENERGY STAR®Certified:Yes I
0004 4 TW21.0310(AA) $ 560.97 $ 2243.88
!i .
ROSize=3'0:1/8"WX4'07/8"H Unit Size=2'115/8"Wx4'07/8"H
400 Series
Unit, Equal Sash, Nailing Flange Installation, Black/PI White, High Performance Low-E4 Glass, Divided Light with Spacer,Specified Equal Lite, 2w1 h,3/4",
:. ...'. .:..:. '; High Definition Chamfer, Chamfer,Ext Grille-Black, Int Grille-Prefinished White(Each Sash)
Insect Screen, Black
Viewed from Exterior
Zone:North-Central
U-Factor:0.31-, SHGC:0.28, ENERGY STAR®Certified:No
I
I
t
Quote#: 185111 Print Date: 04/15/2019 Page 2Of ; 4 0 Version: 19.0
Item Qty Item Size(Operation) Location Unit Price Ext.Price
0005 1 G33(AP) $ 759.06 $ 759.06
ROSize=3'0"Wx3'0" H Unit Size=2'111/4"Wx2'111/4"H
400 Series
i
1 Unit, Black/Clear Pine, High Performance Low-E4 Glass
Insect Screen, Black
Handle, Rotating Sash,GW, Metro Style-Black
Viewed from Exterior Zone:North-Central
U-Factor:0.30, SHGC:0.29, ENERGY STAR®Certified:Yes
l 0006 1 A31 (V) $ 396.03 $ 396.03
ROSize=3'0112"Wx2'05/8"H Unit Size=2' 1115/16"Wx2'01/8"H
400:Series
Unit, Black/White-Vinyl Wrapped,V Handing, High Performance Low-E4 Glass, Divided Light with Spacer,Specified Equal Lite, 2w1 h,3/4", Ext Grille-
Black, Int Grille-Prefinished White
Irisect-Screeri,White
Hardware Pack, PSA, Contemporary Folding-Black
Viewed from Exterior
Zone:North-Central
U-Factor:0.29, SHGC:0.29, ENERGY STAR®Certified:Yes
Quote#: 185111 Print Date: 04/15/2019 Page 30f 4 iQ Version: 19,0
i
Item Qty Item Size(Operation) !Location Unit Price Ext.Price
Subtotal $ 17,918.75
Total Load Factor Tax(8.625%) $ 1,545.
Customer Signature 6.700
Grand Total $ 19,464 24
Dealer Signature
**All graphics viewed from the exterior
**Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or
other items.
Ask to see if all of the products you purchase can be upgraded to be ENERGY STAR®certified.
19 This image Indicates that the product selected is certified in the US ENERGY STAR®climate zone that you have selected.
Data Is current as of December 2018.This data may change over time due to ongoing product changes or updated test results or requirements. Ratings for all sizes are specified by NFRC for testing and certification.Ratings
may vary depending on the use of tempered glass or different grille options or glass for high altitudes etc. i
Nexia is a registered trademark of'I"ngersoll Rand Inc. !
ProOpt•Comments:
Riverhead Building Supply-ofFers'a-two year parts and labor warranty on any Andersen Window or Patio Door products ordered through any of our locations.
See your Riverhead sales associate for more details.
I
Quote#: 185111 Print Date: 04/15/2019 Page 40f' 4 iQ Version: 1 g,0
r
111LeV `/NV1.V 1 V1111 y u�V 1 V1 ✓ ,
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Quote Form
RIVERHEAD-CALVERTON•
962 BURMAN BLVD �RIVERHE�ID
CALVERTON NY 11933 BUILDING SUPPLY
Berta s e�ia saw•
800-378-3650' • -
Project Information (ID#3010063) f Hide
Project Name:old wood q ,quote,Date.4/.15/2019
Customer: Submitted Date:
Contact Name: PO#: main road m,attituck
Phone (Main): -•
Phone(Cell): L. Sale�,.Rep Name;greg,;yiani
Customer Type: Saeltesperson; < :,
Terms: 4 �.
\ t Y'
Delivery Information Hide
Shipping Contact: Comments:
Shipping Address:
r .
City: -
State:
Zip:
Unit Detail „ .; •, Hide All confi oration 0 Lions
Item:0001:Ext 36"x 80"S4812-SDLFlLE LH14 9/16"on; Location: Quantity:1
Smooth Star 36"x80" Single•DggrI - a-s: 1,167.54
Configuration Options Hine` `
• Product Category: Exterior Doors
3
• Manufacturer: Reeb -Smooth Star
E3nEPJoR • Product Material:Smooth Star Fiberglass
Leg_Hmdkyng • Material Type: Smooth Star
• Product-Type: Exterior
• Brand:Therma-Tru
• Configuration (Units viewed from Exterior):Single Door
• Reeb Finish:Yes
• Slab Width: 36"
• Slab Height:80"
• Product Style: Craftsman
• Panel Type: Flat Panel
• Glass Type: Clea(' n
Glass Style:�SDL ,.._ f
• Glazing Type: Flush Glazed
• Insulation: Low E.
• Grille Type:SDL Shaker Profile
• Model: 54812-SDLFILE
Finish.Door Exterior Color:Total Eclipse
• Finish Door I 'teriof-Color:Total Eclipse
• Frame Material:On{Guard Primed
•' Finish'Frame Ext'erior"Color:Total Eclipse
• Finish Frame Interior Color:Total Eclipse
'Matching ke' FinWhe:ed Interior Casing: None
• Handing: Left H;ihtf 'nswing
Casing/Brickmould Pattern:None
• Hinge Type: Radius x Square (Self Aligning) .
• Hinge Brand:Therma-Tru
• Hinge Finish: Oil Rubbed Bronze
• Jamb Depth: 4 9/16"
• Sill: Composite Adjustable
• Sill Finish: Bronze Finish w Dark Cap
• Multi-Point Lock: None
Bore: Double Lock Bore 2-3/8" Backset
• Strike Jamb Prep:Schlage-Dexter/Kwikset Scant Prep
�. .,... _. . - _ • -Weatherstrip.Type:.Compressi,on.. _
w..:. w Weatherstrip Color',:.Br•o'ze
• Custom Height Option: No
• Kick Plate: None
• Door Viewer: None -
• Sill Cover:Yes
• Dentil Shelf: None
• Rough Opening Width: 38 1/2"
• Rough Opening Height: 82 1/2"
• Total Unit Width(Includes Exterior Casing): 37 5/8" ,
• Total Unit Height(Includes Exterior Casing):82"
Item Total: $ 1,167.54
Item Quantity Total: $ 1,167.54
Unit Summary Hide
Item Description Quantity Unit Price Total Price
0001 Ext 36"x 80" S4812-SDLFILE•LHI 4 9/16" On-Guard Primed, 1 $ 1,167.54 $ 1,167.54
t_....__..il.--^- - �- ----� - -•--n� ----T-- ._.u-.-�T-- ^---._r.c._t..t__inr.--t--IT t-11ninn�no encinnln
uu.v �uvw t viu.a i u�v ✓ v.i ✓
i'
SUBMITTED BY: SUBTOTAL: $ 1,167.54
ACCEPTED BY: TAXES ( %): $ 0.00
DATE: GRAND TOTAL: $ 1,167.54
Additional information:
I understand that this order will be placed according to these specifications and is non-refundable.
All products are unfinished unless otherwise specified and should be finished as per the
instructions provided by the manufacturer.
Images on this quote should be considered a representation of the product and may vary with
respect to color, actual finish options and decorative glass privacy ratings. Please verify with sales
associate before purchasing.
Unless otherwise noted, prices are subject to change without notice, and orders accepted subject
to prices in effect at time of shipment. Prices in this catalog apply only to sizes and descriptions
listed; any other specifications will be considered special and invoiced as such.
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THAN 6 FEET AND NUTS @ T-0"O.C. 2in.EMBEDMENT LENGTH SCALE: SEE PLAN
No.10 WOOD-SCREWS
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC
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AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ^3'�
i. uj
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, �' �'�• ^°' ��1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. DA O
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. �QFESS O
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
Y
CODE: 2020 IRC, 2020 NYS UNIFORM
CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE
GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN
WIND LOAD PATH CONNECTION ANDCONSTRUCTION TEMP. REQUIRED HAZARDS
20 PSF SEVERE 3 FT.
MODERATE SLIGHT TO
130 B USE THE FOLLOWING OR APPROVED LISP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. TO HEAVY I MODERATE 11 NONE -
SOIL COMPACTION:
4'MAX. 1).CONIRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISIINC CONDIIIONI.MINIMUM 3000#
KING STUDS CAPACITY. JIM DEERKOSKI, PE
' I 2).NEW FILL TO BE CLEAN ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL
CONDITIONS PRIOR TO FILL REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
4"DIA.MAXIMUM 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 phone: (631) 298-7116
RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE
FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION.
LEDGER
RIDGE HEADER
DECK AND COVERED PORCH NOTES:
1).Unless otherwise noted•all framing material to be#1 ACQ pressure treated lumber.
Z All fasteners,hangers and anchors to be galvanized or stainless steel.
f RAFTER JACK STUDS
2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts
Girders on concrete piers shall be anchored with proper steel connectors anchored
into concrete with a minimum 1/2"dia x 7'long anchor bolt with washers and nuts.
RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24'x24'xl2'thick concrete
LEDGER TO BE CONNECTED TO BLDG.USING I/2'DIA.BOLTS 16.00 WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2'dia x 7'long anchor bolt with washers and nuts.Footings Shall
RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBERI DESCRIPTION 1 APPLICATION LOCATION USP NUMBERI DESCRIPTION I APPLICATION I
be 3 ft.below grade.
STAIR RAILING LOCATION USP NUMBERI DESCRIPTION I APPLICATION 2x6-2x8 LS26 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LED 1ALLOPENINGSI LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 1 4).Deck joists to have blocking at 810 o.c..
ROOF I LSTA24 1-1/4"x24"201 STRAP I APPLY OVER RIDGE TO EACH RA E I 2X10 I LS210 I 18ga.SLOPE HANGER1 APPLY TO EACH RAFTER/LEDGE ALL OPENINGS I RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STU
5).Flashing shall be installed between the building and ledger.Lapping up the sheathing
and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers
1-I/2 SPACE
and nuts at 16"o.c.
MINIMUM
6).Concrete pier shall be a minimum 6"above grade.
HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored
to girder(s).
T-1 RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building.
9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal
POST for any contact with ACQ.
TOP PLATE
TOP PLATE
BALUSTERS
WALL STUD WALL STUD
RIM/DECK JOIST o HANDRAIL NOTES:
OPEN BALUSTER ATTACHED TO WALL o All required handrails shall be of one of the following types
0 or provided equivalent graspability. (�
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNFCTION 1).Type I.Handrails with circular cross section shall have an
RAFTER TO PLATE/SPUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater 1 F•L�
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH l: O
LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH � than 2 inches.If the handrail it not circular it shall have a
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLAT RTIS TYDOWN ANCHOR RAFTER TO PLATE perimeter dimension of at least 4 inches and not greater
SHALL NOT BE LESS THAN 14/4'NOR MORE THAN 2"IN [4"-6"RAFTER RTIO 10-3/4"x 18 a.TYDOWN ANCHOR CONNECTTO POST-TO-DECK CONNECTION g EACH RAFTER than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION.OR THE SHAPE SHALL PLATE/WALL SPTH4 SCUD PLATE ANCHOR CONNECT OVER USE MIN.(2)i/2'DIA GALV.BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches.CONNECTTO PLATES TO EACH STUDPROVIDE AN EQUIVALENT GRIPPING SURFACE -12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type It.Handrails with a perimeter greater than 6-1/4 W
inches shall provide graspable finger recess area on both
sides the profile.The finger recess shall begin with a
distance inch measured vertically from theatallest
portion off thehe profile and achieve a depth of at least 5/16
4 inch within 7/8 inch below the widest portion of the
4"DIA.MAXIMUM GIRDER/HEADER profile.The required depth shall continue for at least 3/8
inch to a level that is not less than 1-3/4 inches below the ^
tallest portion of the profile.The minimum width of the
GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a
°
maximum of 2-3/4 inches.Edges shall have a minimum
JOIST POST/COLUMN radius of 0.01 inches.�
°
o°
to POST/COLUMN
NAILING SCHEDULE W
L '
GIRDER/HEADER I ~�
JOINT DESCRIPTION NAIL NAIL SPACING NOTES
POST-TO-GIRDERMEADER CONNECTION AS PER TABLE 3.8 r ,
STRUCTURAL PANEL 8d
LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC
cP1 ICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHORAPPLY TO EACH COLUMN
DECK/PORCH RAILING 6x6 SOLID COLUMN P6566/PBSE66/KC66 POST CAP ANCHO APPLY TO EACH COLUMN ROOF FRAMING:
LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION
JOIST TO GIRDER/H EADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOI HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NAIL
NAIL SPACING NOTES
RAFTER TO B'WALL:3-8d COMMO EACH TOE-NAIL
TOP PLATE 10'WALL:4-8d COMMOr I RAFTER
CEILING JOIST 8'WALL:3-8d COMMOI, EACH TOE-NAIL
TO TOP PLATE 10'WALL:4-8d COMMO JOIST
CEILING JOIST TO AS PER TABLE 3.7 EACH FACE
° nU PARALLEL RAFTER WFCM-SBC LAP NAIL
BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
OVER PARTITION WFCM-SBC LAP NAIL
COLLARTIE AS PER TABLE 3.4 EACH FACE
TO RAFTER WFCM-SBC END NAIL
° WOODJOIST BLOCKING EACH TOE
' TO RAFTER 2-8d COMMON END NAIL
LEDGER tI RIM BOARD 2-16d COMMON EACH END
° GIRDER/HEADER tI CONCRETE PIER TO RAFTER END NAIL
WOOD JOIST WOOD JOIST WALL FRAMING:
•• JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING
FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO PER
I (MINIMUM) TOP PLATE 2-16d COMMO FOOT FACE NAIL
CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE
LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS g16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM 4-16d COMMO EA.SIDE NAIL
IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS
TO ALLOW FOR SHRINKAGE. ROD I I (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 2-16d COMMO 24" FACE
REQUIRED II STUD O.C. NAIL
FOR STU (3)BEAMS IPAU66 OR WE66 POST/BEAM ANCHORI APPLY TO EACH PIE
HEADER TO 16d COMMON 16'O.C. FACE
FLASHING TUCKED UNDER HEADER ALONG EDGES NAIL
I I TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END
TOP PIECE OF SIDING AND < PLATE TO STUD 3-16d COMMOt PER 2x6 STUD NAIL
LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO:
PIECE OF SIDING BELOW THREADED ROD FOR JOIST.BAND JOIST. 2-16d COMMO PER
LO FOOT FACE NAIL
12'DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT END JOIST OR BLOCKING D RAW N BY: JD
CONNECTED TO BLDG.B16"OC sTR1NCLn POST DECK FRAMING:
el6 MINIMUM
R1 THr,)- END DISTANCE
osrs JOINT DESCRIPTION QTY SPACING NAIL NOTES
rasa vosr a JOIST TO: PER TOE 5�2��2022
_cHm NER MINIM M s SILL.TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL
FLOOR FRAMING > Nra is•TRrsP e • a
2x JOISTS � � ••o ENS ANTE � BRIDGING EACH TOE
12'x12"z12' • TO JOIST 2-Sd COMMO END NAIL
;,t •—w`iFQl ••4;', CONCRETE FOOTING +a•. SCALE: SEE PLAN
•f •a•� BLOCKING EACH TOE
BLOCKING FOR JOIST HANGER TO JOIST 2-Sd COMMOT, END NAIL
LAG BOLTS •0 �•<rc •"<. � BLOCKING TO: EACH TOE
3-D :-•NER -• HOLLOW COLUMN UPLIFT SILL OR TOP PLATE 3-16d COMMO BLOCK NAIL
RIM JOIST/BD. C• r19 •�9 SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE
CO
' NNECTION INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. 3-16d COMMO TO BEAM JOIST SHEET N O■
LOCATION USP NUMBER DESCRIPTION APPLICATION
JOIST ON LEDGER PER -� To , 1
3-8d COMMO �.
4X4 POST PAU44 OR WE44 POST,BEAM ANCHOR APPLY TO EACH FOOTIN TO BEAM JO NAIL
DECK/PORCH LEDGER CONNECTION J-
6X6 POST IPAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTIN BAND JOIST 3-16d COMMO ER ENDj) O
TO JOIST 1ST NAIL ;•s�.
BAND JOIST TO: PER 1
SILL OR TOP PLATE 2-16d COMMO T FOO TO AIR. OU)
LU
OA �,
05 4 ��
U
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
\
RAFTER WALL STUD
ENDWALL
CRIPPLE STUD
BOTTOM PLATE
RIDGE LEDGER BATHTUB
HEADER
DOUBLE JOIST
SIDEWALL RAFTER JIM DEERKOSKI, PE
JACK STUDS phone: (631) 298-7116
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION IJSP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH SOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2
2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP[APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER O JOISTS. UNDER WALL.
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLYBLOCKING 024 PARALLEL WAILS, PROVIDE
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP 0.
CRICKET AT TOP-SIDE OF
VENTILATION CHANNEL
RIM BOARD CHIMNEY
RAFTER AS REQUIRED
WALL SHEATHING RAFTERS MAINTAIN
SILL PLATE(S) VENTILATION
' SIDEWALL FLASHING WOOD JOIST
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS 048-OC BARRIER - LAP FLASHING
2x4 SOFFIT JOIST
AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
�,' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF'A INCH IN DIMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
AND SO AS TO MAINTAIN AIR
8" - 14" LSTA30 1-1/4"x30' 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO
ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL ""' O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1 4"x36" 18 a. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. IYDOWTI ANCHOR SOFFITED EAVE DETAIL
/ 9 EACH RAFTER
ON ALL OPENINGS KEEP ROOFING NAILS OUT ^/
OF FLASHING
2ND, FLOOR WALL
ROOFING LAPS BASE 1 ` - O
FLASHING 4 INCHES
RAFTER E) Z
BASE FLASHING WRAPS CORNERS, \ RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL S ROOFING rT1
SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST
TOP PLAT n
GIRDER/HEADER
SIDE WALL FLASHING
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST w
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO f ^ u
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAPERS
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION Fq
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPUCAl10N PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2"
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS L '
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
PLATE/WALL PTH4 WALL S STUD PLATE ANCHOR PLATES TO EACH STUD J
ON ALL OPENINGS /
DBL. SILL PLATE I
TERMITE SHIELD SUBFLOOR
SILL GASKET - WOOD JOISTS
CONC. SLAB NEOPRENE
7 GASKET 2x62x8 CONTINUOUS WOOD PLATE
D MPPROOF EXTERIOR 6 MIL. POLY V, BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR V GRANULAR FILL
• �•p + 1/2 " DIA. BOLTS 048" o.c. STAG.
y STEEL COLUMN
A > _ I
" , d I • - C s' • C ROOF JACK
o _ CONC. SLAB ANCHOR BOLT EMBEQMENT: // STEEL BEAM
�• POURED CONCRETE: 7" 4" x 1 4" x 8" STEEL
V / COMPACT FILL , BLOCK WALL: 15" /
ROOFING LAPS TOP AND BOTTOM PLATE
y ' • G • FLASHING AT WITH 1 2" x 6" ANCHOR BOLT
KEYWAY FOOTING o e �' A•a c- 5 C CONC. FTG. •p A.. o' SIDES AND TOP
`• • ;p ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT
(USP LBPS58 OR BP583)
p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I 3" STEEL COLUMN
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATETO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
NEEDED TYPICAL FOUNDATION. APPLY PILASTERS CRAWL SPACE OR FOUNDATION 2 STORIES 36' OC STEEL BOTTOM BEARING
WHERE NEEDED FOR STRUCTURAL BRACING. M.N. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. /
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57. OC
(SLAB-ON-GRADE) ROOF JACKS & VENTS DETAIL
r-SUB FLOOR
CONC. SLAB DOOR FRAME
6X6 10/10 WWM GARAGE I O_JOIST
COMPACT FILL DOOR
USE 2X8 STEEL BEAM D RAW N BY: ID
FOR BLOCKOUT
• 4" SLAB
• P.T. PLATE
W/W/ 6X6 WMM \I SLOPE
' 1/2" AIR SPACE •� 1 . e 4-DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
' ' •'•�'" AT END AND ,� 7 1 2" -.- (WITH A NAILING PLATE IF NEEDED) 5�20�2�22
t: ES OF WOOD �' •p e• TO BE APROX. 1 2" OR HIGHER THAN
L.p �A STEEL BEAM TO ALLOW FOR SHRINKAGE
a '=--a--'--v--'--, 4' BEAMS D s o
RIDE • , a , a a I s O e " • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12" ,L`•e �• 6X6 W.W.M. ,. -Q;-d -, -- d :° -,��
� • -,•• ;•:,
MIN. a s° •G s° '• �•s �•A ^' y �NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXMAXIMUMSCALE: SEE PLAN
� � ••� • n • I SUB FLOOR
.� NOTCH EQUALS 1 4 DEPTH OF BEAM ' D
d REINFORCING BAR s
•D s REINFORCING BAR e. s p•.s•s �o o ��_ _ �,101ST
DRAIN TILE 1� ►I •e . SHEET METAL/ 30q FELT UNDER BEAM AT POINT G l>' (� STEEL BEAM
12" OF CONTACT WITH CONCRETE OR CONC. BLOCK -i i -
s t 3" PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. "
SHIMS TO LEVEL BEAM SHEET N O
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAMI GARAGE DOOR BLOCKOUT
BEAM POCKET •\!f-•
Lli
��rE N
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO B'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2)•RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE r�
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 19 WALL:4-8d COMMONJOIST TOE-NAIL D E E RKOS K I E, f
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST ER AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 phone: (631) 298-7116
DESIGN DEAD LOAD(PST)R301.2.2.2 ALLOWABLE DEFLECTION Of STRUCTURAL MEMBERS R301.7
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS O STORAGE to (L )
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE (N ) EXTERIOR(LIGHT FRAME WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH Viso
UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR WALLS AND PARTMONS HA80
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)WOOD WALLS 70
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360
TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 8o CEILINGS(PLASTER STUCCO) L/360
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the
FIRE ESCAPES 40 CONCRETE WALLS ) CEILINGS(GYPSUM) L/240
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE (6'THICK) 10
accordance with table 33. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS to
ALL OTHER STRUCTURAL MEMBERS L/240
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER STUCCO) H/360
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240
TO RAFTER
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift END NAIL
NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) FV120
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) Ly600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt
specific use expressed or implied in the use of these plans. spacing is to b TOP PLATEE PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
e spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE 2-16d COMMO
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
5).Refer to the Window and Door schedule for exterior openings. corners. 4-16d COMMO
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. YP P STUD O.C. NAIL FIRE PROTECTION Sym.:
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE
P HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS 19 CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"D.C.in the field shall be in accordance with the length requirements specified
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 20 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. I PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING (FOOT SEE NOTE:1.2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT
HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED W
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 20 PSF 130 B SEVERE 3 FT. _J
QTY. SPACING MODERATE SLIGHT TO 17 NONE
JOIST TO: PER TOE - w
3).Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. TO HEAVY MODERATE �,/� �\
4-8d COMMON � O
concrete or masonry walls occuring in exterior or unheated interior areas. 8)_CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
2-8d COMMON
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill later shall be have steel connectors in accordance with table TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
P SHEATHING LOCATION NOTES
" be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST END NAIL @ @ 6"O.C. SEE NOTES:13
9.CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS poured i n 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: EACH TOE )
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and SILL OR TOP PLATE 3-16d COMMO BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6"O.C.OSd COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
* anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge
6"maximum lifts(layers).
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. 3-8d COMMON NOTES
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
IJ
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST 3-16d COMMO JOIST Z
NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Vol
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2-16d COMMONFOOT SEE NOTE:1
Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. t"I
1 .All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL �(
g q P P g g 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.Far
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY.
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.9 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir- 4).Deck joists to have blocking at 8'0 D.C..
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL EO.
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. G SEE NOTES:1,3(BOTH FIELDS)
4'EDGE ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
where needed. GYPSUM 7DGE4).Unless otherwise noted,all bearing wall headers to be(2)2xl0#2+BTR.Doug.Fir. 5d COOLERSBearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 1IELD INTERIOR ZONE Sd COMMON @ 6"O. Sd COMMON @ 12"O.C. SEE NOTE:3
6).Concrete piers shall be a minimum 6"above grade.
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)_All joists to be supported with hangers and anchors,Each Joist shall also be anchored NAIL NAIL NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTIONk8d
Q Ty SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable.
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL COMMON
AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5).All flush beams/headers to be installed with heavy duty galvanized hangers and PANELS WFCM-SBC
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMO 3"O.C.EDGE be used.
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 16"O.C.FIELD 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
WALLBOARD 10"O.0.FIELD
on plans. 3.For exterior panel sidin alvinized box nails shall be permitted to be substituted for common nails.
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) P g g P
other access openings unless otherwise noted(typical).
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT IUD MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING
where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. 3).USE TAMPION HANGERS AND ANCHORS WITH SMOKE
ALARMS
PROTECTIVE COATING FOR CONTACT WITH ACQ.
STRUCTURAL PANELS gd COMMO b"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR,
HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD, (5.7 SQ.FT.2ND.FLOOR)
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN."'SILL-AFT
under all bearing walls. 1 Mechanical subcontractor is responsible for adhearin to all applicable codes and safe NOTES: NYS Residential Code providR302.1ed
-FIRER fall concINGealed
REQUIRED
). P g pp safety Freblocking shall be provided to ad off all concealed draft openings(bosh vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY FireNodsing shall be provided in wood-frame construction In the following locations.
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as firebloddng in walls constructed /�
COX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: cuing parallel rows`of
studs or'ugg�studs. D RAW N BY: JD
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1)-NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections betwttn concealed vertical and horizontal spaces such as occur at soffits,
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood zubfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings.
P Yw shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottern of the sum Enclosed spaces �O
over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load paths. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. / /
1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 2022
"thick moisture-resistant sheetrock.Garage walls and When SOIL AT 12-LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and duds at ceiling and floor level,to resist the free passage of
13).All bathroom walls to have 1/2
ceilings and over furnace to have thick
thick moisture-resistant
ype-x sheetrock,All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2). en wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flarne and products of combustion.
members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR.IS COMPLETE. SCALE: SEE PLAN
3).All electrical work to comply with 2014 NEC.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G SHEET N O•
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP
AND BASES.USE WITH FLASHING CAPS TO ■
1COVERTOP
LP
L O
•, '
a .ram,�-:. �Z
O 0��
Ado �-
Poa
ROOF RAFTER 4 CEIUNG JOL515
REFER TO PLANS POR 512E 4
SPACING
I
i
EX15TING ROOF
51MP50N H2® 1 G'O.C.
5-8d COMMON NAILS
®EACH END
ol
WERIOR WALL STUDS
REFER TO PLAN5 FOR 512L
5EC11ON5 FOR5PACING
RAFTER CONNECTION
Ar I SCALE: NOS
;{
14-150
SELF SEAL ADHESNE ON NEW 5
BACK I II I I TANDIP
• NEW STANDING 51=AM METAL ROOF ii ` 3' i IS SEAM METAL ROOF
.- NAIL GUIDE UNE I ;; I i I' f i €. I; Ij E. I g ;`:
00
318'-7/16-0 ZINC COATED \ ( o Q
N 5TEEL,SMOOTH SHANK I S
— � ROOFING NAILS OR
APPROVED EQUAL I
� . : I _ _ I w
5 5/8'NOMINALUND705ED
L THROUGH B=LAYERS
71
2 ROOF SHINGLE NAILING DETAIL
I
A-I SCALE : NONE
coNnNUOU5 RIDGE VENT NEW 2'-G"X 4'-2" DH WINDO
cmmcemo
&a " armen
ors I I I
I
NOTE: ._..._.._...._ ....�..__
CRAWL SPACE SLAB
RIDGE STRAP MAY5E 5UB5TITUTED I _..._,....___, ....__............ ....._.. ___..
FOR 2x6 COLLARTIE5 IN UPPER 1/3 ____.._.____._..... ._._.-j
OF ROOF® I G.O.C.
- --- NORTH ELEVATION - - - - - - - - - - — - -NO-- - L ff —I O- - - - - - - - - - ---�
scALe : I/4" = -O" RT�i EEVATN
SCALE : IMP ! I'La
I RIDGE STRP�P i'
A-3 SCALE : NONE
TABULATIONS
AREA OF PROPERTY = 7. 1 ACRES
AREA OF E{15TING BUILDING = G03.75 5FAREA OF PROP05ED DEN ADITION -
AREA OF DEN ADDITION = 2G8.3 5F
TOTAL HABITABLE ARREA = 953.05 5F
ARAE OF OPEN PORCH = 348.79 5F
COVERAGE - 4. 1 PERCENT
NUMBER DATE REMARKS
REPLACE SIDING AS ........
is
RrtPAIR OR
., � I�
620 OSTRANDER AVENUE
D�ECTED ---_., __..___._....._.._.. . .__, . ,____, _. _ , , _,.. _ . . � RIVERHEAD, NY 11901
—
631-599-8106 F 631 727 0144
PORCH & FAMILY ROOM ADDITION
Ll AMES RESIDENCE
TITUCK
TF S UTHOLD SUFFOLK COUNTY, NEW YORK
I
,
«.,..w.... _,.. , .. .,....... ... ..........._,... 3. ..._ ., .. ... .. ....
171
I It
ELEVATIONS
I
I— — — — — — — — — — — — — DRAWING PREPARED JAN. 12, 2019
— — — — — — — — — — —
SCALE: 1 -1'-0" & A L /4" S NOTED
JOB NO.: 2018-AMES
__ .. .._. .. _. ..,._ ...... .. DRAWING N0.
tll�I
be
9'-10 7-O' 0 9'-I O'
26'-91�' ------_---- ---_---- ————_—————— -A
6 x 6 P05T TYPICAL �
I oo I
® @
I I 7) -3 PORCH (NEW ADDMON)
— \ 0 o' TREX OR EQUAL DECKING IN , � m
cD 00 ACCORD WITH MFGR'S.
N III ! I I I I I I I N I I I , I I I I I I I I Ii 13 - I N N RECOMMENDATIONS
k
EXISTING UVING ROOM
BEDROOM 4 BEDROOM 3 —
EXISTING DINING ROOM
I1�3'
EXISTING SECOND
FLOOR - NO CHANGE Z
M �y.
cV Lji
N 0 N
m `
cu
N EXISTING KITCHEN
BEDROOM I E EXISTING BATH 4
REVISE T. CA55 A/P ER
s'
O BEDROOM 2 O �,
EXISTING BA (2)3'-0" "FRENCH" DR.
( _.............. o 0
[ cD cD
_ PROPOSED DEN (NEW ADDITION) •-
_ ALL NEW WINDOWS 5HALL BE 2'l X
I 1 b 4'-2' ANDER5EN DH WITH LOW E GLAZING
N °
NEW 04
I I I 2X6 STUDS W/ o
I I I R 25 FG IN5ULin
I
NUMBER DATE REMARKS
I
26'-1(7 ARCHMMICT
SECOND FLOOR PLAN FIRST FLOOR PLAN 620 OSTRANDER AVENUE
RIVERHEAD, NY 11901
SCALE : I/4' = I'-0" SCAIF : I/4" = Ill631-599-8106 F 631-727-0144
PORCH & FAMILY ROOM ADDITION
AMES RESIDENCE
MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
PLANS
DRAWING PREPARED JUNE. 12, 2019
SCALE: 1/4"=1'—O" & AS NOTED
JOB NO.: 2018—AMES
DRAWING NO.
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE
PROPER STRENGTH FIT AND LOCATION OF THE WORK. REPORT. IN WRITING,TO THE ARCHITECT AND ENGINEER ANY AND ALL
CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT.OR PREVENT.THE PROPER EXECUTION AND COMPLETION OF THE
WORK. NAILING SCHEDULE
2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST
EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS.
3. ALL REQUIREMENTS SPECIFIED IN THE CODE SMALL BE ADHERED TO AS IF THEY WERE CALLED FOR. OR SHOWN.ON THE DRAWINGS. JOINT DE5CRIPnON NUMBER OF NUMBER OF NAIL5PACING 26'-9'
THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE I COMMON NAILS BOX NAIL5
MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. ROOF FRAMING 9'-10' T-0' Le 9'-I On
4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMIT5 AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE RAPTERTO TOP PLATE(fOX-MLM) (TABLE 3AN s-ad 3- Iod PER RAMM ,
BUILDING DEPARTMENTS, HEALTH DEPARTMENTS.ETC. CERTIFICATE OF OCCUPANCY AND UNDERWRITERS CERTIFICATE SHALL BE CBUNG JOIST TO TOP PLATE(TOE-NAILED) (MBE[SAN s-ad 3-10d PmjOmT r -1 (3)2x&" r (2)2x8 r -I (3)2X8 r
OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT. ALONG WITH UNDATED FINAL SURVEY. CBUNG J019TTO PARAUM R'FTLR(FACE-NAILED)(M=LJOINT) L J - - .-. I ` - -. ... .. .
V SPACING ALLOW5 MOIDDOWN I G•O.C.RAPPER s:12 10-I Gd 1 O-40d
5. DO NOT SCALE THE DRAWINGS. ANY DI5CREPANCIE5 SHALL BE REPORTED. IN WRITING TO THE ARCHITECT FOR CLARIFICATION. INsrAUAnoN SLOPfrABE39 4:12 a-IGd 6-40d
TYP,DOUBLE STUD N 5:12 G-16d 6-40a EACH
LAP
G. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES.ALL SLOT5. MIN.®SMEAR WALL 7:12 516d 5-40a 12"DIA. PIER ON I'-8"X
MARDWARE 9:12 ANDGREATER 4-16d 4-40d
SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. L,OC,L�M, 1'-8" CONIC FTG
NAILING=2-1 Gd I a IND WAIL CQUNG JOIST LAPS 0V[R PARCITION(PACE-HARM)
7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING, ETC., (TEMPORARY AND/OR PERMANENT)AS O.C.STUD TO STUD RAPTER51-OPE: 3:12 10-16d 10-40d
REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. (TABLE3.9A) 402 a-Isd a-40d
2-1 Gd COMMON NA&5 0 G'O.C. 5s 12 6-MCI 6-40d EACH LAP (•j
8. SUBMIT SAMPLES AND CATALOG CUTS OF ALL MANUFACTURED ITEMS AND FINISH MATERIAL TO OWNER FOR APPROVAL PRIOR TO ORDERING. 7:12 5 1Gd 5-40d 12"DIA. CONIC FTG o
HOIDDOWN 912 AN)GREATER 4-I Gd 4-40i -
9. PROVIDE FIRE,SMOKE AND CARBON MONOXIDE DETECTION SYSTEM AS PER LOCAL CODES AND NEW YORK STATE BUILDING • COUARTIETo RAPTEK(PAC'.-:rV= WITHUNEX MEMBRANE
- LEVEL GRADE iv 12"DIA. CONIC FTG
CODE AND INSTALLATION. RAPILRSLOPE: s:12 3-Lad 5•Lad _ WITH MEMBRANE CLEAN FILL _
CORNER STUD CONNECTED TO (TABLE SAN 4:12 M
FOUNDATIONS * CONCRETE 2 Od 2 Lad
TRAN9PQt SHEAR 5:12 2-1 Cd 2-I ad PER TIC
6:I 2 AN 2-IQd 2-IOd LL.
•
1. REMOVE TOPSOIL AND OTHER SURFACE MATERIALS IN PREPARATION FOR PLACING CONCRETE SLAB. INTERIOR SLABS ON GRADE SHALL BE BLOCKING TO RAPTER(fM-WLW) 2-ad 2-10d EACH END 00
PLACED ON COMPACTED POROUS FILL OR SUITABLE ON-51TE MATERIAL A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET SHALL BE N
RIM BOARD TO RAPRR(CID-MUD) 2--16d 3-16d EACH END
LAID UNDER SLAB. SLAB SHALL BE STEEL TROWELED. SLABS SHALL BE REINFORCED WITH 6 X 6 10/10 W.W.F UNLESS NOTED. �w�c
2. CONTRACTOR MAY BACK FILL. AGAINST FOUNDATION WALLS,ONLY AFTER SEVEN (7)DAYS OF CONCRETE CURE TIME USING"DIM WALL F R A M I N G
CONSTRUCTION METHODS, AND EQUIPMENT.TO AVOID DAMAGE TO THE WALLS. TOP PLATETOTOFPLATE(PAC-NAILED) 0�1M�T�� 2-IGd I 2.16d I rmFOOT
Tor PLATES AT INTERSECTIOIJ(PACE NAILED) 4-I6d 5-16d JOINTS
3. SOIL BEARING CAPACITY A55UMED AT 1 TON5/5F. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING AT LEAST THAT CAPACITY. EACH SIDE - - -
STUD TO STUD(PACE-NAI= 2-16d 2- 16d 24'O.C.
4. ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000P5I.
CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. HEADER TO HEADER(PACe-Ne,rrn 16d Isd 16'OC ALONG EDGrs
TOP OR DOTTOM PLATE TO 9 R)AID NAIL 2-16d 2-40d PER 2x4 MDN i
5. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS. CONFORMING TO ASTM AG 15-60; REINFORCEMENT SHALL 3-16d 3-4ad PER2xssTVD 1-'
CONFORM TO A5TM A 185 AND A82. BOTTOM PLATE TO MOOR J03T,DMWOIST,ENWOIST OR BLOCKING 2-16d 2-16d PER I'= N
(PACE-NAILED) (BASED ON SeATHING NAILED®6'O.C.AT PANEL EDGE) 0)
G. DETAILS AND GENERAL PROVI51ON5. FOR CONCRETE CONSTRUCTION.SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ACI I CORNER HOLDDOWN DETAIL ROOF 5 H E A T H I N G
BUILDINGS CODE.ACI 318.AND MANUAL ACI 315. 0
A 3 SCALE: NONE 0
CARPENTRY STRUCfURALPANElS: PANEL INTERMEDIATE J
(TABI2 3.a) I EDGES SUPPORTS �
WER)ORZONE ad IOd 4' 6'
1. ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND BEARING PLATES, UNLESS OTHERWISE NOTED. PERIMETER EDGE ZONE ad loci 4' 4- cn
2. ALL STRUCTURAL FRAMING LUMBER SHALL BE#12 OR BETTER DOUG-MR. FB-1450 P.5.1. AND E-1.700.000 P.5.1. UNLESS OTHERWISE 6 0 n
3�� GABLE E"°WALL RAKE"m"L°K,,ur®wac ad 1°d 4' 4' w
INDICATED.WITH SPF UTILITY SHOES AND PLATES.STUD GRADE FPF: ALL LINTEL5 SHALL BE DOUG-FIR WITH FB- 1450 P.51. z :Tae'oANc,f1DRBolT
O(fLRIOR WALL STU0.9 N- i b"
M Z
3. ALL ROOF PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE.WITH EXTERIOR GLUE.SHALL MEET THE REQUIREMENTS OF THE spacnoNs FOR SPACING --
LATEST EDITION OF THE U.S. PRODUCTS STANDARD P5-1. AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF io O WALL 5 H E A T H I N G `n
THE AMERICAN PLYWOOD ASSOCIATION. " GI N N
ly
4.WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY. OR CONCRETE. MUST BE PRESERVATIVE TREATED,WITH OIL-BORNE 2 IN. ,� r� PANEL "FORM n N � � - N
CHEMICALS OR CREOSOTE.TO DEFINITE RETENTIONS AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C-I AND C-2. d _s,S1mTmSa1/Aa (TABLE3.9) INTERIOR ZONE ad Lod
BEARING PLATES, AND MOISTURE BARRIER. SHALL BE PROVIDED BETWEEN WOOD MEMBERS AND WALL § WAS=OW4 a EDGEZONE ad Lod G. 6'
5. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL m coNCI1ErE
3' 8u TO nANS FOR rIBBtBOARD PANELS7/16' Cd!1 - s'EDGE 6' eLD EXISTINf� BASEMIENT (n
DESIGN SPECIFICATIONS FOR 5TRE55 GRADED L.UMBERAND ITS FASTENINGS. LUMBER SHALL BE FURNISHED AND INSTALLED,COMPLETE OONQLGTEItiUNQATION LtiEOPDOUdE>DC 25/30 8d - WEDGE/9nELD NO CHANGE N
WITH ALL FASTENINGS.ANCHORS. BLOCKING, BRIDGING. SADDLES, HANGERS. ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS lTik!'0ANCIIDRDDLT • SELLM GYPSUM
TE WA BBOARD 5d cooLERs 5d COOLERS TEDGE/10-MD
CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS AND
CONNECTORS,STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW J FLOOR 5 H E A T H I N G
YORK STATE BUILDING CODE REQUIREMENTS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE 5TwL1111RALPAN": �/ (�• 0
FURNISHED IN ADEQUATE NUMBER AND SIZE. I'OKLM ad (Od 6'EDGE/IrPIC.D 0
��2 ANCHOR BOLT 5PACI NG Lod I Gd 6'EDGE/6'FIELD
G. ALL CARPENTRY WORK SIMALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF A-3 SOME: NONE NAILING NOTE EXIST. FOUNDATION WALL -
MANUFACTURERS'AND IN CONFORMANCE WITH THE NEW PORK STATE BUILDING CODE.AND THESE SPECIFICATIONS: PROVIDE NEW 3' 2' ACCESS DOOR X
I- NAIUNG RLQUIREMEVr5T-.E BASED ON WALL SHEATHING NAILED 6'ON CENTER ATmir PANEL EDGE. IP WALL 5MEATMING IS TO NEW CRAWL SPACE W
A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE.BRACE. PLUMB AND LEVEL ALL MEMBERS AND NAILED 3'ON CENTER A.fHE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL
SECURE WITH SUFFICIENT NAILS.SPIKES AND BOLTS TO INSURE RIGIDITY. MEMBERS SHALL BE D009LED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PIATES.SHALL Be USED TO MAINTAIN THE
LOAD PATH.
B. NAIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH TWO I OD NAILS, SECURE BUTTED JOISTS WITH I INCH 1MtnE BY 18 INCH 2. WHEN WALL sMEATMK1 CONTINWOU5 OVER CONNECTED MEMBERS,THE TABULATED NUMBER OP NAILS SHALL BE I -
PERMfTTED TO BE R OL,.. -0 1 - I Gd PER POOT.
METAL STRAPS AND TWO 8D NAILS TO EACH JOIST. : I r
S. CORROSION R[SISTANi;I !',AGE ROOFING NAILS AND 16 GAGE STARES ARE P[RMTTTED;VCRIPY W(R1 RESIDENTIAL.BUILDING
I �
C. PROVIDE SOLID SURFACES AT LEAST 1-1/4 INCHES WIDE. IN BOTH DIRECTIONS. AT ALL CORNERS FOR SECURING DRYWALL, COD[OP NEW PORK F'C%i.ADDITIONAL REQUIREMENTS.
4. ALL QUAW ITEM ARr MST,ON I G'OC SPACING POK RAITMS.JOL9T5 AND STUDS. I I � Z
ETC.. FORM SURFACES WITH FRAMING MEMBERS.OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TWO 8D NAILS AT _ -
5. FOP ROOF gMI�THING IAVTHIN 4 I'EZT Or THE Pl7tIM[TQt EDGE OF THE ROOF,INCWDING 4 FELT ON EACH STD[OF THE ROOF I (5 I
EACH END. MAY,THE 4 FOOT PERIIW'TEK EDGE ZONE ATTACHMENT REQUIMAENf5 SHALL BE USED. 0
6. FOR WALL SHEATHING WTHIN 4 MET OP THE CORNERS,THE 4 POOT EDGE ZONES ATTACHMENT REQUIR[MENT5 SHALL BE co
D.TAIL JOISTS.OVER 4 FEET LONG, AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS,OR HANGEI�,3.AND SPIKED USED. I I NEW CRAWL SPACE CO I
SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER.
b I I I I
E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW YORK STATE CODE - I I L'- ¢o I ; 100
AND AS NOTED HEREIN. I I 00 u- I ; -I(1)PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. I 8 ONO. FOUNDATION WALL W/ x
16" X 8" FOOTING W/ 3-#4 CONT `V I ° I z
(2)FRAMING TO SUIT WORK OF OTHER TRAD
�. NC,
D(15TINGRIOOF- REPAI€RA`�REQlRED L - -- - --- -- -- - -- - --- - -- ------- - - -- J I
(3)PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES. RAFTERS. GIRDERS, ETC..
L- - -- - ---- - -- - -- - - -- -- - --
F. ROOF SHEATHING. SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS. LOCATE END JOINTS OVER 5U'PORT5; L/'� �� '
STAGGER JOINTS. 26-10'
7. WHERE RAFTERS AND JOISTS FRAME. INTO OTHER WOOD BEAMS. PROVIDE TECO U-GRIP. 18 GAGE GALVANIZED STEEL JOIST. /
FOUNDATION PLAN
7 Z
8. PROVIDE FIRE STOPPING AS PER NEW PORK STATE BUILDING CODE REQUIREMENTS. 'el \ SCALE : 1/4' - 1'-0'
PRESCRIPTIVE DESIGN LIMITATIONS:
ATTRIBUTE LIMITATION RCRRBJCC SB PROPOSED
SECTION PIGUIKE MAX
NUMBER DATE REMARKS
NUMBER OF 5TORR9 s I.I.s.l e 1.1 1
FLOOR SYSTEMS STANDING SEAM METAL ROOF
STANDING SEAM METAL ROOF INSTALLED NP MFGR'5
1100.�M C. TAr'T, A.E./�.
LB JO(STSPAN 29 S. s.2a Ia-5 INSTALLED AIP MFGR'5 SPECIFICATIONS
UMER
SPECIFICATIONS 12
JOISTS JOIST SPACING 24' S.I.s.2b - 16' �.,
CANTIL9015ETBACK-SUPPORTINGLOADBEAWNGSMCARWALLORNONSMEAIBNALL D' S.1.s.2a 2.1" NA 21 2X8 RJ ® 16" O.C.
CANnLEVER3-5URIORTINGNONB&ANGSMEARWALL OR.NON-SHfARWALL L/4 3.1.3.2c 2.I10 NA 2X8 RJ ® 16" O.C. EXISTLNG SECOND FLOOR
CANTILEV[R3/SETBACK-SUPPORTING LOADBMNG511EAIWALL 4D s.I.s-sd 2.1ee NA 2" FOAM INSUL + 6" FG. 620 OSTRANDER AVENUE
PLOOR VQLTTCAL PE.O(NZ OETSET D 3.1.3.2d 1.3 NA
RIVERHEAD, NY 11901
DLAm1RAGms FIAOR DIAPHRAGM ASPECTRATIO 4=1 S.1.s.2e I.6 1.33:1 631-599-8106 F 631-727-0144
MDOK DIAPHRAGM OPENING LE55 OP I r OR S.I.s.21 1.7 _
W%OF DIMENs1ON
WALL 5Y5TEMS (2 2X10� 2X6 C, 16" O.C. _ _ 2X6 CJ ® 16" O.C.
I
LOADBCARING WAIL HEIGHT I a 3.1.3-1% e-o'
""u' NON-IDADBEAIRING WALL MOC41T 2a 3.1.s.sa V-0 2X6 STUDS W/R-21 FG PORCH & FAMILY ROOM ADDITION
WALL STUD SPACING 24' S.I.ssi, - 1G. 00TING MR5T FLOOR INSULATION AMES RESIDENCE
MATTITUCK
SHEARWA115 SHEARWALL PLAN OFPSET 4' 3.1.3.so 1.2 NA TOWN OF SOUTHOLD
SHEARWALL SBGMrNT5 ASPIX.T RATIO s 1/2:I 3.1.3.3e 1.5 1.2E -
d`; I �'I FIN. FLOOR HT.TO MATCH WT. S FFOLx COUNTY, NEW YORK
ROOF SYSTEMS �1 _.r..
i I, vs/4'T G SHEATHING
RAFTER SPAN HORIZONTAL PROUQCnOW 29 3.1.SAm 9 I ! 4.' :.
RAPTM RAFnxtSPACIMG 24' 3.1.3.4b - 16' _..,. € t,,s - L f
UARM
OVERHANG LIDIGTH U5� PLANS,'OR s.1.3Ac 2.If 16. �! , SECTION & NOTES
ROOF SIAPe PLAT-12:12 S.I s 4d - 2=12 2X8 12 O.C.
2X8 FJ 0 16 O.C.
R O RAGMS ROOF DIAPHRAGM ASRCT RATIO 4:I S.1.s.4e I.C. 2"CONC. SLAB - - -
I DRAWING PREPARED JUNE. 12, 2019
121DIA. PIER ON V-8'7(
V-8N CONC FTG SCALE: 1/4"=1'-O" & AS NOTED
JOB NO.: 2018-AMES
EXI5TING BASEMENT
CLIMATIC GEOGRAPHIC DE51GN CRITERIA
�+
DRAWING N0.
OUND GR 1MND 5m5Mlc 5UBJECT TO DAMAGE BY WINTER IAoe AY PLOW
SNOW (SPEED IN DESIGN DESIGN MINT
LOAD MPH) CATEGORY WEATHER- fRDEPTH TERMITE DECAY TEMP. H ,OLt'
WAFER, MOD.TO 5UGHT TO
25 P5F ISO It301.2.2 5EVM 3147 HEAVY MODERATE I I* Y15 x SECTION A-A
A=3
5CALE: 1/4' - 11-O' � >•:=:r x
�. ' AVG 100;
ROOF RAFTER.4 CEILING JOL5T5
REFER TO PIAN5 FOR 51ZE 4
5FACING
EX15TING ROOF
51MP50N H2® 1 G'O.C.
5-8d COMMON NAILS
®EACH END
EXTERIOR WALL 5T UD3 _..._
REFER.TO PLAN5 f m 5IZL
5ECnm FOR5PAQNG
_
E!o/
RAFTER CONNECTIONSCALE: NOL+I
Li
.. n. .. I L I
_... . .
M � I I,
[ NEW STANDING SEAM METAL ROOF
NAIL GUIDE UNE
SIV-7/160 ZINC COATEDsEIJ<sea.ADHeslve ON I`4`-15' BACK S TAN DNG EAL00
N 5TEEL,5MOOm 5HANK
ROOFING NAIL5 OR
V7 k� APPROVED EQUAL
5 5/8'NOMINALUND705ED
L mROUGH BOTH LAYERS
11F
�'. ROOF 5HINGLE NAILING DETAIL _ .••_ _.__..,___
A 1 SCALE : NONE
CONTINUOUS RIDGE VENT _....._...__.. NEW 2'-G"X 4'-2" DH WINDOW
Vermw-moo
01"�ala I I I
_ CRAWL SPACE SLAB
' NOTE:RIDGE
FOR.2STRAPMAYBE5NUFFEUTED I — -- - - - - - - - - - -- - - - - -.._ —_—
- --- - - - - - I.._._..._
FOR 2x6 COLLARTICS IN UPPER I/3
� OF ROOF a 16'O.C.
NORTH ELEVATION - - - - - - - - - -
N0ft ELEVATION
SCALE : 1/4" = I'-0"
RIDGE STRAP
SCALE : NONf
TABULATIONS
AREA OF PROPERTY = 7. 1 ACRES
AREA OF EXISTING BUILDING = G03.75 5FAREA OF PROPOSED DEN ADITION —
AREA OF DEN ADDITION = 2G8.3 5F
TOTAL HABITABLE ARREA = 953.05 5F
ARAE OF OPEN PORCH = 348.79 5F
COVERAGE — 4. 1 PERCENT
.._.•_. w ._ . .._•_ m NUMBER DATE REMARKS
ROMERT C. TA T, A.IJL
I I °' u
ii
#
e. 3 NI—TAIR OR REPLACE SIDING A5-
__ ......__. . _... .. . DIRECTED
---� .•.•w_ - �-` 620 OSTRANDER AVENUE
_..... PORCH & FAMILY ROOM ADDITION
Ll AMES: RESIDENCE
TOWN OF Ej
THOLD Ll
SUFFOLK COUNTYU NEW YORK
� #t
1=7
.. .._..__..• _ . . . .-._..._... ELEVATIONS
I I
•�Cr �l �,vD-"' - - - - - - - - - - - - - � .,.. ... .... ... SCALE: 1 4"mot-0" & AS NOTED
_ DRAWING PREPARED JAN. 12. 2019
FavI p l r - - - - - - - - - - ,
JOB NO.: 2018-AMES
Ll Ll- D
Sh {-.��5 ,�� C1� w J .... . . _. ..... . _ ..__., _._ . ... _.. .._ . .�.. __ ,. _._. _.. .....__... . . . .. - DRAWING N0.
HA
LR�F
f
0
Aml
,Fr
20-9'
9'-10" J# 7-0' 9'-I O'
26'-9 ' ———————————— ---_--- ----_——————
-�
le
I \ I
I \ G x G POST TYPICAL I
; I
cn ( o o
/
I I ! ( \\ ® 7) PORCH (NEW ADDITION)
- I m \ c� o✓ TRER op,EQUAL DEcrJNGTN
I ca 00 ACCORD WITH MFGR5.
N I \\ N N REC0MMENDATI0N5
N
EXISTING UVING ROOM
BEDROOM 4 BEDROOM 3 —
EXISTING DINING ROOM
10'-10' 1 P-3"
EXISTING SECOND
FLOOR - NO CHANGE Z
;
{
cV -
N 10 _ N
E
Pn EXISTING KITCHEN
BEDROOM I REV15E QT. CABS AIP C WNER EXISTING BATH
O
BEDROOM 2 0
EXISTING B S
(2)3'-0" "FRENCH" DR.
O O
PR0PMED DEN (NEW ADDITION)
_.. — ALL NEW WIND0W5 SHALL BE Z-G"X ® ® _
I I € I 1 19 I ) 1 I b 4'-2' ANDERSEN DH TH LOW E GLAZING of of
WI
x N
N I ; 2XG STUDS W/ o
I I R-25 FG INSUL w/I
i I NUMBER DATE REMARKS
I I G'$' R0013MT Cis TASTj A._JL
2G'-1(7 e APICHIMCT
SECOND FLOOR PLAN FIRST FLOOR PLAN 620 OSTRANDER AVENUE
RIVERHEAD, NY 11901
SCALE : I/4" = I'-O" SCALE : 1/4" = I'-0" 631-599-8106 F 631-727-0144
PORCH & FAMILY ROOM ADDITION
AMES RESIDENCE
MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
PLANS
DRAWING PREPARED JUNE. 12, 2019
SCALE: 1/4"-1'-0" & AS NOTED
JOB NO.: 2018—AMES
_ DRAWING NO.
s
q
GENERAL NOTE.5
1. CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE
PROPER STRENGTH FIT AND LOCATION OF THE WORK. REPORT. IN WRITING,TO THE ARCHITECT AND ENGINEER ANY AND ALL
CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT,OR PREVENT,THE PROPER EXECUTION AND COMPLETION OF THE
WORK' NAILING SCHEDULE
2. ALL CONSTRUCTION SHAD.COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST
EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS.
3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN,ON THE DRAWINGS. JOINT DESCRIPTION NUMBER COMMON
NUMBER OF NAIL SPACING 26'-9'
THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE COMMON NAILS Box NAILS
MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. ROOF FRAMING 9'-10' 7'-O' 9'-I O'
4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE RAFTERTO TOP PLATE(IOC-NALCD) (TABLE s.4N 3-ad 3-lod FEIt WAFTER ,
BUILDING DEPARTMENTS, HEALTH DEPARTMENTS. ETC. CERTIFICATE OF OCCUPANCY AND UNDERWRITERS CERTIFICATE SHALL BE CEILING Ja9TTO TOP PLAT!(TX-NNLEM (TABLESAA) 3-801 s-lod FMJO15T I- -1 (3)2x8 F- -1 (2)2x8 r -f (3)2x8 r
OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT. ALONG WITH UNDATED FINAL SURVEY.
JS,'SPACING ALLOWS HOIDDOWN CEILING JaST TO PARALLEL.Rl.'iLR(PACE-NAILED)MEEL JOINT)
5. DO NOT SCALE THE DRAWINGS.ANY DISCREPANCIES SHALL BE REPORTED. IN WRITING TO THE ARCHITECT FOR SLOPE:CLARIFICATION. INSTALLATION 16'o.c.RAFTER 8a:1=12 10-2 8-1 Gd 8d -*M L L -J
a-and
TIT.DOUBLE STUD (TAIL[3.9N 5:12 6- IGd G-40d EACH LAF
G. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES.ALL SLOTS. MIN.A SHEAR WALL 7:12 5 1Gd 5-40d SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. HARDWARE 9:12 AND ARCATER 4-I Gd 4-40M 12"DIA. PIER ON i'-8"X
I,�,.�TW• P-8" CONC FTG
NAILING:2-16d I a+ END WALL CEILING JOIST LAPS OVER PffMON(FACE-RULED)
7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING.SHORING. ETC., (T ENT)(TEMPORARY AND/OR PERMAN AS O.C.STwTOSTUD so RAFTERSLOFE: s:12 10- IGd 10-40d
U
REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. (TABLE 8.9N 4 2 8-IGd a-40d
:1
2-1 Gd COMMON NAILS 0 G'O.C. 5:12 G-IGd 6-40d EACH LAP
8. SUBMIT SAMPLES AND CATALOG CUTS OF ALL MANUFACTURED ITEMS AND FINISH MATERIAL TO OWNER FOR APPROVAL PRIOR TO ORDERING. 7=I2 5 IGd 5-*M 12'DIA. CONIC FTG o
HOIDDOWN 9:12 AND WZATER 4- 1 Gd 4-40d -
9. PROVIDE FIRE,SMOKE AND CARBON MONOXIDE DETECTION 5Y5TEM AS PER LOCAL CODES AND NEW YORK STATE BUILDING COLIARTE TO RAMIt(FAa-IAILED) z? WITH MEMBRANE
- LEVEL GRADE iv 12'DIA. CONE FTG
CODE AND INSTALLATION. RAI Mit5LOPC: 3112 3_(Od 5-lqd m WITH MEMBRANE CLEAN FILL m
CORNER STUD CONNECTED TO RA5LE s•� 4:12 2-1 Cd 2-I0d
FOUNDATIONS * CONCRETE • " � 5:12 2-loci FERTILE
2_I0d
• 6:12 AND aREATCR 2-10d 2-IQd Ilei..
1. REMOVE TOPSOIL AND OTHER SURFACE MATERIALS IN PREPARATION FOR PLACING CONCRETE SLAB. INTERIOR SLABS ON GRADE SHALL BE BLOCKING TO RAFTER(TOE-NAIZ)D) 2-ad 2-10d EACH END
PLACED ON COMPACTED POROUS FILL OR SUITABLE ON-5ITE MATERIAL A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET SHALL BE c11
RIM BOARD TO RAFTEIt(MD4!,Y CD) 2-IGd 3-IGd EACH END H D
LAID UNDER SLAB. SLAB SHALL BE STEEL TROWELED. SLABS SHALL BE REINFORCED WITHH 6 X 6 I O/I 0 W.W.F UNLESS NOTED. ��
WALL FRAMING
2. CONTRACTOR MAY BACK FILL.. AGAINST FOUNDATION WALLS,ONLY AFTER SEVEN (7)DAYS OF CONCRETE CURE TIME USING PROPER I
CONSTRUCTION METHODS. AND EQUIPMENT.TO AVOID DAMAGE TO THE WALLS. TOP PLATE TO TOP FIA•R cFA:-NAILED) ���T���'� 2-IGd ' 2.16d ' PCR FOOT
3. 501L BEARING CAPACITY ASSUMED AT I TON5V5F. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING AT LEAST THAT CAPACITY. TOP PLATES AT 1NTER5ECTION(FArx NaLeD) 4-1sd 5-1sd JOINTS EACH slDe - - -
4. ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000P51. STUD 70 STUD(FACGNNLEDy 2-IGd 2-16d 24.O.C.
CONCRETE EXPO5ED TO WEATHER SHALL BE AIR ENTRAINED. HEADER TO HEADER(FACE-NA1= IGd 16d 16'OC ALONG EDGES
TOP OR BOTTOM PLATE TO 5",n(END-WULCD) 2-16d 2-40d PER 20 STUD V)
5. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO A5TM AG 15-60; REINFORCEMENT SHALL 3-16d 3-40d PER 2,=G STUD BOTTOM �
CONFORM TO ASTM A 185 AND A82. PLATE TO FLOOR J011T,IANDJOIST.rNDJOI5T OR BLOCKING 2-IGd 2-16d PER FOOT V)
(PACE-NAILED) (BASED ON SEATHING NAILED Q G'O.C.AT PANCL CDGF)
G. DETAILS AND GENERAL PROVISIONS. FOR CONCRETE CONSTRUCTION. SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ACI I CORNER HOLDDOWN DETAIL ROOF 5 H E A T H I N G I o �
BUILDINGS CODE,ACI 318.AND MANUAL ACI 315. M3 SCALE: NONE 0 I ,
CARPENTRY (TABLE STRUCTURAL PANEL INTERMEDIATE
(TABLE 8.8) EDGES SUPPORTS �
INTEItIORZONC 8d !Od 4' 6
1. ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND BEARING PLATES. UNLESS OTHERWISE NOTED. FERLMETER EDGE ZONE ad lod 4' 4. N
2. ALL STRUCTURAL FRAMING LUMBER SHALL BE#2 OR BETTER DOUG-FIR, FB-1450 P.S.I. AND E -1,700.000 P.S.I. UNLESS OTHERWISE 6' 3'-0' GAB AKE LE ENDwALL R WITH LC)KOUT BLOCK ad lod 4' 4' w
INDICATED.WITH 5PF UTIUTf 5HOES AND PLATES.STUD GRADE FPF: ALL LINTELS SHALL BE DOUG-FIR WITH FB- 1450 P.S.I.. _Z LIA'IDANQIORBOLr
D(TEIlIOR WALL STUD (V ® ' Z
TO PLANS FOlt SIZE /7,
3. ALL ROOF PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE.WITH EXTERIOR GLUE.SHALL MEET THE REQUIREMENTS OF THE 4 5WEIRECTIOONS FOR 5FACM --- ---
LATEST EDITION OF THE U.S. PRODUCTS STANDARD P5-1. AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF iD '/ WALL 5 H E A T H I N G L�
THE AMERICAN PLYWOOD ASSOCIATION. ElN m
STRUCTURAL FARM INTERMEDIATE (V Q - - - N
TERM
4.WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY. OR CONCRETE, MUST BE PRESERVATIVE TREATED.WITH OIL-BORNE ,I< ! PANEL%mARDBOARD EDres SUPPORTS ►-
CHEMICALS OR CREOSOTE,TO DEFINITE RETENTIONS AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C-I AND C-2. :t 319LOr EDZICU a (TABLE S•� 1NTEItloRzoNe ad lod c 6' Z
BEARING PLATE5.AND MOISTURE BARRIER. SHALL BE PROVIDED BETWEEN WOOD MEMBERS AND WALL wA5l�emr� a'EDGE ad Lod 6. G• F
5. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW PORK STATE BUILDING CODE AND WITH THE NATIONAL m RIS CONCMETOnAN510RR FOUNDAMM
FIBERBOARD FANEL9:
3 •� 7/10 6d s - 8'EDGE/G'FIELD EXISTING BASEMENT
DESIGN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS. LUMBER SHALL BE FURNISHED AND INSTALLED,COMPLETE OONCI1ERIbU1�AT10N LlN[OFDOudE2MG 2WLP ads - 3'EDGE NO CHANGE (�
WITH ALL FASTENINGS.ANCHORS, BLOCKING, BRIDGING, SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS eie ome"Oltaw • alLLMATe
CONNECTING WOOD MEMBE-R5 SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS AND _ _ 11A'"'A "� S�+CooLEIts sdcooLERs TmGE/Io'FLaD 0
CONNECTORS.STEEL BRIDGING AND OTHER 5PECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW FLOOR 5 H E A T H I N G
YORK STATE BUILDING CODE REQUIREMENTS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE I STRUCTURALPANELs= 0
FURNISHED IN ADEQUATE NUMBER AND SIZE. f ORM 8d Loa ['EDGE/IrrMD a
2 ANCHOR BOLT SPACING GREATER."V lod 16d 6-EDGE/CrIED
G. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF A-3 5CALE: NOW EXIST. FOUNDATION WALL -
MANUFACTURER5'AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE,AND THESE SPECIFICATIONS: NAILING NOTE PROVIDE NEW 3' 2' ACCESS DOOR X
I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED VON CCNTEltAT THE PANELEDGE. IPWALLSHCAmING15 TO NEW CRAWL SPACE w
A. FASTEN SECURELY ALL.PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE. BRACE, PLUMB AND LEVEL ALL MEMBERS AND NAILED 3'ON CEWEIt ATmE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAIUNG RCQUIRCMCNTS FOR 5TRUCTURAL.
SECURE WITH SUFFICIENT NAILS,SPIKES AND BOLTS TO INSURE RIGIDITY. MEMBERS SHALL BE T]Ql p gp,OR ALTERNATE C0NNI!CTOR5,SUCH A5 5HEAR PLATES,SHALL BE USED TO MAINTAIN THE
LOAD PATH. -
B. NAIL LAPPED J015T5,OVER ANY BEARING TOGETHER WITH TWO I OD NAILS, SECURE BUTTED JOISTS WITH I INCH WIDE BY 18 INCH 2. WHEN WALL SHEATHING*CONTINUOUS OVER CONNECTED MEMIER5,THE TABULATED NUMBER OF NAILS 5HN1 BE
METAL 5TRAP5 AND TWO 8D NAILS TO EACIH JOIST. C PERMITTED TO tE TAW I I TO I -1 CI IN FOOT.
S. CORROSION RPSISTANT I I GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED;VERIFY WITH RMlnNT1Al.BUILDING
CODE OF NEW YM FCi P)DITONAL REQUIREMENTS. I Z)
C. PROVIDE SOLID SURFACES AT LEAST 1-1'/4 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL CORNERS FOR SECURING DRYWALL. 4, ALL OuAwnQ,S ARE EA i:D ON 16'CC8/'ACING FOR RAFTERS,Jaws AND STUDS. I I (31 Z I
ETC.. FORM SURFACES WITH FRAMING MEMBERS,OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TWO 8D NAI!.5 AT _ -
5. FOR ROOF SHEATHING WT111N 4 FEET OF THE I'EtIMCTIIt EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF THE ROOF I 0 I I
EACH MD. rEv,mE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT RE.QUIREMCNTS 5HALL BE U5CD. I I - LLL I
D.TAIL JOISTS,OVER 4 FEET LONG,AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS,OR HANGERS,AND SPIKED G. FOR WALL SHEATHING WHIN a FEET or THE CORNERS.THE 4 rodT EDGE ZONES ATTACHMENT REQUIREMENTS 51HALL LE
SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER. USED. I NEW CRAWL SPACE ° I I -
b I I I -
E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW YORK STATE CODE -' I I Li- a I I co d ai
AND AS NOTED HEREIN. 0 I r
I
= I
8" CONC. FOUNDATION WALL W/ x I -I
(1)PLATES AND BLACKING SAME WIDTH AS RELATED STUDS OR WIDER. 1 I i I " " N r I I 0 0
16 X 8 FOOTING W/ 3-#4 CONT � o
I
D(15TINGROOF-REPAIPtA3RMIRED I L- - -- ------ -- --- - -- - ------- - - - - -- � I
(2)FRAMING TO SUIT WORK OF OTHER TRADES. I I N
I B
(3)PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES. RAFTERS. GIRDERS, ETC..
L---- --- ---- - - --- - ---
- - -- - -- - - -
F. ROOF SHEATHING.SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS OVER SUPPORTS;
STAGGER JOINTS. 26'-10'
7.WHERE RAFTERS AND JOISTS FRAME. INTO OTHER WOOD BEAMS, PROVIDE TECO U-GRIP. 18 GAGE GALVANIZED STEEL JOIST.
''/ ��% FOUNDATION PLAN
8. PROVIDE FIRE 5TOPPING AS PER NEW YORK STATE BUILDING CODE REQUIREMENTS. /
/ � SCALE : 1/4' - I'-0"
�A
PRESCRIPTIVE DESIGN LIMITATIONS:
ATTRIBUTE UMITATION RVVJ NCE SEE FROFOSED
SECTION MIGUIRE MAX
NUMBER DATE REMARKS
NUMBER.OF 5TORIE5 8 t.1.8.l e 1.1 I
STANDING SEAM METAL ROOF
FLOOR SY5TEMS STANDING SEAM METAL ROOF INSTALLED AM MFGR'5 WMOWT L. TAfft A.:1JL
IUMBQt JOISTSFAN 20 S.1.8.2a 10-s INSTALLED AIP MFGR'5 5PECIMCATION5
Jaws JOSTSPACING 24' S.1.8.2b - IG' SPECIFICATIONS 12 ArICHUM
2X8 RJ C� 16" O.C.
CANTILEVERS/SETBACK-SUPPORTING WADBEARING 5HEARWALL OR NON- WEM8NALL Ir 8.1.8.2E 2.1 ad NA 2 r- 2X8
5uFroKINGNONBEARING51MEARWALL OR.NONSHCARWALL L/4 S.l.s.2a 2.1b NA 2X8 RJ ® 16" O.C. EXISTING 5ECOND FLOOR
CANTILWER5/5L'TBACK-SUrrORTNGLOADBEARINGSHEAWALL 4D s.1.8-Sd 2.1r,e NA 2" FOAM INSUL + 6" FG. 620 OSTRANDER AVENUE
FLOOR Z
AL n.00R OFFSET D S.I.8.2d 1.9 NA
RIVERHEAD, NY 11901
DIAPHRAGMS MOOR. 41l 8.1.8.2a 1.6 1.38:1 631-599-8106 F 631-727-0144
aAF1 kGM OPENING LESS OF I r OR S.I s.21 1.7
50%OP DIMENSION NA
WALL SYSTEMS (2)2X10 2X6 C � 16" O.C. 2X6 CJ C� 16" O.C.
WALL STUDS LOADBEARINGIVNGWAM r 1a 3.S.I.s.& V-a 2X6 STUDS W/R-21 FG PORCH & FAMILY ROOM ADDITION
NON-LQADBEAF7NG WALL HEIGHT 20' S.I.8.8s 9'-0'
WALL.5Tw5PACING 2,V 8.1 8.sb _ 16' DQ5TING FIR5T FLOOR IN5ULATION AMES RESIDENCE
MATIITUCK
5HEARN/AU9 SH[NRWALL PLAN OFlSET 4' 8.I.8.8e 1.2 NA TOWN OF SOUTHOLD
5HE ARWALL 5ESMCNT5 ASPECT RATIO 8 1/2:I 3.1.8.8a 1.5 1.21 -
SUFFOLK COUNTY, NEW YORK
--�• �-¢ �� r• F- FIN. FLOOR HT.TO MATCH EXIST.
ROOF 5Y5TEM5 „ j i
RAFTBt sPAN HORIzoNTALFRO Jecnow 26" s.l 8!1• r314 T G SHEATHING
LUMBER RAFTER5PACINI; 24' S.I.s.4b
ovE(HlwGua(Gm 16' - PLANS, SECTION & NOTES
RAFI8R9 .
LI535 a'r OR RAFTER S.I.sf4e 2.I f
ROOF 5IAFE MATT-1 i 12 s.i.s.4d - 202 2X8 A 1 2' O.C.
2X8 FJ ® 16" O.C. _
A ROOF ROOF DIAPiRASM ASPECT RATIO 4:1 8.1.8.4E I.6 2,CONE. SLAB - -
I
12"DIA. PIER ON P-8"X DRAWING PREPARED JUNE. 12, 2019
V-8' CONIC FTG SCALE: 1/4"=l'-O" & AS NOTED
JOB NO.: 2018-AMES
EXISTING BASEMENT
CLIMATIC GEOGRAPHIC DESIGN CRITERIA DRAWING NO.
GROUND u SHELD
WIND 5rwic SUBJECT TO DAMAGE BY UN NoMAY (MOOD
SNOW (5PEED IN DE51GN DE51GN Fd E 4VIr
ER- rRO5T UNE TERMITE DECAY r. M[NT HAZARDS
LOAD MPH) CATEGORY WEATHPTH T15� Rt
WA PER LNG DE MOD.TO 5UGHT TO YCS X
25 P5r 130 R 301.2.2 5EVERE 31-0' HEAVY MODERATE 1 1• n
SECTION A A � .yn � IOft
a