HomeMy WebLinkAbout42992-Z Town of Southold 2/22/2019
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40223 Date: 2/22/2019
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1835 Park Ave, Mattituck
SCTM#: 473889 Sec/Block/Lot: 123.-2-34
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/22/2018 pursuant to which Building Permit No. 42992 dated 9/5/2018
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:
SUNROOM ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Wade, Jeffrey&Mark
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42992 02-12-2019
PLUMBERS CERTIFICATION DATED
At o ' ed Signature
1
'�- TOWN OF SOUTHOLD
'��°v� t ��: 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#: 42992 Date: 9/5/2018
Permission is hereby granted to:
Wade, Jeffrey
235 E 22nd St#5G
New York, NY 10010
To: make additions and alterations to an existing single family dwelling as applied for.
At premises located at:
1835 Park Ave, Mattituck
SCTM # 473889
Sec/Block/Lot# 123.-2-34
Pursuant to application dated 8/22/2018 and approved by the Building Inspector.
To expire on ' 3/6/2020.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $328.80
CO - ON DWELLING $50.00
to . $378.80
Building Ins ector
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.
New Construction: X Old or Pre-existing Building: (check one) (�
Location of Property: � �3 S PP 1>1C f Z LL Lj f" /6)-)Tj i c Ck
House No. Street Hamlet
Owner or Owners of Property: r�
Suffolk County Tax Map No 1000, Section 3 Block Lot -39
Subdivision Filed Map. Lot:
Permit No.__q2A Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary
Certificate Final Certificate: `L (check one)
Fee Submitted: $
p icantSignature
Town Hall Annex t� :,j Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
roper.riche rKED-town.south old.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To. Jeffrey Wade
Address: 1835 Park Ave City: Mattituck St: New York Zip: 11952
Building Permit#. 42992 Section- 123 Block. 2 Lot. 34
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Hubbard Electric License No: 4709-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 5 Twist Lock Exit Fixtures TVSS
Other Equipment: "SUN ROOM"
Notes. 1-paddle fan
Inspector Signature: Date: February 12 2019
i
81-Cert Electrical Compliance Form.xls
OE SOUIyo�
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] UNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: , z '��N
uVIAAA ILA 77
nfd v
7
DATE 11AaLvm INSPECTOR
OE SOUIyo�
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm ' 765-1802
INSPECTION
FOUNDATION 1ST ROUGH PL13G. 4,z,�
[ ] 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:
L� OK
7 �F
DATE INSPECTOR
�o��OF 50/¢yolo
* TOWN OF SOUTHOLD BUILDING DEPT.
�o • �o
`�courm e�' 765-1802
INSPECTION-
FOUNDATION
1ST [ ] UGH PLBG.
[ ] UNDATION 2ND [ INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] EL CTRICAL (FINAL)
[ ] CODE VIOLATION . [ CAULKING
RERKS:
ry IRW ItTux
- •��
DATE INSPECTOR
OP SO(/ly�lo
# # TOWN OF SOUTHOLD BUILDING DEPT.
^ourm 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G. 4
l
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [.sf ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE �'� I INSPECTOR(Z F�t ��
�v BOE SOUry
06
TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm��' 765-1802
INSPECTION . -
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION
[ ] FRAMING /STRAPPING [N. FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
(AXA
DATE I L4 6N INSPECTOR JA I
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(IST)
-------------------------------------
'FOUNDATION (2ND)
11
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1$ Ira,, lS 014gl
ROUGH FRAMING& _
PLUMBING H
INSULATION PER N.Y:
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans YES
TEL: (631)765-1802 Planning Board approval
FAX: (631)765-9502 Survey YES
Southoldtownny.gov PERMIT NO. Check YES
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
Truss Identification Form
Stone-Water Assessment Form
1 Contact: Jeffrey Wade
Approved 20 � Mail to235 East 22nd Street 5G
Disapproved a/ New York, NY 10010
Phone: 646.717.4420
Expiration (( { ,20
® Building -tor
,f( PLICATION FOR BUILDING PERMIT
11;1
Date 22 20 1 g
BUMDYNG DEPT. INSTRUCTIONS
T its appIidali"o it TR 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 building's 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 descnbed 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.
(Signature of applicant or name,if a corporation)
235 East 22nd Street 5G, New York,NY 10010
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Applicant is owner
Name of owner of premises Jeffrey L.Wade&Mark G.Wade
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. H-25281 (Here Comes the Sun, Inc)
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
1835 Park Avenue Mattituck
House Number Street Hamlet
County Tax Map No. 1000 Section 123.00 Block 02.00 Lot 034.000
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 Residential:Single Family Home occupied as Single Family Home
b. Intended use and occupancy Residential:Single Family Home occupied as Single Family Home
3. Nature of work(check which applicable):New Building Addition X (Donner)Alteration
Repair Removal Demolition Other Work X (Reconstruct Sunroom)
(Description)
4. Estimated Cost $6000 Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor
If garage, number of cars 1 detached
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. not applicable
7. Dimensions of existing structures,if any:Front 36'+7'10"(sun mam)Rear 36'+7'10"(suer om) Depth 24'
Height 15' Number of Stories 2
Dimensions of same structure with alterations or additions: Front 36'+7'10°(sunroom) Rear 36'+7'1 o°(sunroom)
Depth 24' Height 15' Number of Stories 2
8. Dimensions of entire new construction:Front no change Rear 307 New Dormer Depth 6'
Height 7'Ceiling Number of Stories 2
9. Size of lot:Front 100' Rear 100' Depth 250'
10.Date of Purchase 09/07/2016 Name of Former Owner Joseph Cacioppo&Kelly Cacioppo
11.Zone or use district in which premises are situated Zoning:R-40, Land Use: Medium Density Residential
12.Does proposed construction violate any,zoning law,ordinance or regulation?YES NO X
13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X
14.Names of Owner of premises Jeffrey Wade Address r5 E 22nd St,Newyork.NY=m Phone No. 646.717.4420
KtudcerbodcerAve-
Name of Architect Gary D.Cannella Address eobemra NY„.s Phone No 631.563.5100
Name of Contractor Hen:Comes the Sun,Inc. Address ,s Point Ra eeavoM NY 11713 Phone No.631.286.4594
Contact Neil Konig
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X
*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 X
*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 NQX
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF S 11
Jeffrey L.Wade being duly swom,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the properly owner
(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.
Swo to before me this
!1 day of 201
Notary Public 77ggaaAlre of Applicant
ANTONIETTA D.BRUNO
NOTARY PUBLIC,STATE OF NEVE/YORK
No. 02BR6127778
Qualified in Nassau County
Commission Expires May31)9.e-2-1
S0(/P�ol
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Town Hall Annex ( Telephone(631)765-1802
54375 Main Road y m�ax(631)765-9512
P.O.Box 1179 G roger.richertEC. owrl.SOUtIIo d.ny. s
Southold,NY 11971-0959
DD
BUILDING DEPARTNTNT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION M n . .-n
G..
REQUESTED BY: M Ac—
Date:
Company Name: HubboLrA 't �eJ c
Name: MA-e_ U 34ra
License No.: 9 -7091 - ME
Address: -7ub
Phone No.. W1
JOBSITE INFORMATION: (*Indicates required information) r�
*Name- -� ac)
*Address: ` ?.3 c- Pc4r iC 4ve- e > c-IC
*Cross Street:
*Phone No.: /(o - 7/7 " V��®
Permit No.: ca
Tax Map District: 1000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly) SMCI
M.+da n. A�, -F /(30 �
(Please Circle All That Apply)
*Is job ready for inspection: OENO Rough In Final
*Do you need a Temp Certificate: YES / NO
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 100 ' 150 200 300 350 .400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
c)3 UqJ4-rC't-1S
82-Request forinspecton Form (J�A_A ?)0
Y•
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Scott A. Russell sill STO>K1AWA\T]E K
SUPERVISOR ( �T
IWA\1 A\G�]EI��1[]E1�'7C'
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
-- - - - - -- - -- -- - - - - - -- - -- - -- ---- ------- -- - - - - - --
- DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑ Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑0/'B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑LJ c. Sitere aration on slopes which exceed 10 feet vertical rise to
A P
100 feet of horizontal distance.
❑�. Site preparation within 100 feet of wetlands, beach, bluff or coastal
❑ /erosion hazard area.
ESite 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 with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date
Disti ict
NAME:
�� ' ��
iP m Section Block Lot
FOR BUILDING DEPAR'FNIENT USE 0N1_.Y
Contact Inor 2jon
dephone Number)
Reviewed By:
— — — — — — — — — — — — — — — — — —
Date:
Property Address- - -/-Location- of-Construction- Work- : — — — — — — — — — — — — — — — —-—
- - ---- - - --- - ---- --- - - - - - - -
Approved for processing Building Permit.
)8e> ��L� Stormwater Management Control Plan Not Required.
)7'jC de� ❑ Stormwater Management Control Plan ib Required
(Forward to Engineering Department for Review)
FORM * SMCP-TOS MAY 2014
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FRANKLIN A 5CHOLL, JR.
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AR AVENUE ALJ� `� v 1586 Main Road P 0 Box 16
1 Jamesport, New York 11947 Jamesport, New York 11947
38-190
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CERTIBaa y y ONLYTOTIHESP PERSON FOR INDICATED HEREON
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1,586 Main Road P.O. Box 16
Jamesport, New York 11947 Jamesport, New York 11947
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38--190
RESchleck Software Version 4.6.5
Compliance Certificate
Project Proj. # 18.29 Addition
Energy Code: 2015 IECC
Location: Mattituck, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5331 HDD)
\_ Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
1835 Park Ave. Gary D. Cannella Associates
Mattituck,NY 55 Knickerbocker Ave.
Bohemia, NY 11716
6315635100
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It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home
Envelope Assemblies
I - . .-' . ' -1 . - . . . -. E
Ceiling 1: Flat Ceiling or Scissor Truss 412 30.0 3.0 0.032 13
Wall 1:Wood Frame, 16"o.c. 25 21.0 0.0 0.057 12
Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 0.300 15
SHGC: 0.31
Compliance Statement. The proposed building design described sten ilding plans,specifications,and other
calculations submitted with the permit application.The propose a meet the 2015 IECC requirements In
REScheck Version 4.6.5 and to comply with the mandatory requi at I' d Inspection Checklist.
Name-Title i t re Date
D�
R
Project Title: Proj. # 18.29 Addition Report date: 07/27/18
Data filename: \\FSl\Shared\GDC FOLDER\GDC 18 PROJECTS\18.29 JEFF WADE\RES CHECK\18.29 Page 1 of 1
Addition.rck
9
30-0" (EXISTING TO REMAIN) 6-0"(EXISTING) 3GI-011 71-1011
REMOVE EXT'G WINDOW A5
REQ'D TO INSTALL NEW
WINDOW A5 NOTED. PATCH 31-10il ILI 41-011
TO MATCH.
EXTG EXTG TW2G42 A I TW2G210 TW2G210
11-1011 41.011 2'-OV, REMOVE MASONRY PLATFORM
UP AND STEPS AND REBUILD
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OW
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COMPLY WITH ALL COD= LINE Of EX15TIN EXTG EXT'G EXTG
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AS REQUIRED .. '_rl f'QW6r3QN.,c�; ABOVE. HOLDOWN DETAIL
co GC TO VERIFY SEE SHEET A-3
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PLUMBING fr
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ALL PLUMBING WASTE 21-011 3'-G" 21-411
P
' T 0 C W�EIR 223G &'VVATER LINES NEED
TESTING BEFORE COVERING
Ile 0 F EKE T 0%%1 IN CODE, 24'-0" (EXISTING TO REMAIN) 12-0" (fffG TO REMAIN) NOTES: 241-011 121-011 71-1 0"(RECON5TRUCT 5UNROOM)
-
1 . EXISTING WINDOWS TO BE REMOVED AND REMOVE EX15ITNG WINDOWS AND
REPLACED IN-KIND WITH ANDERSEN 51RIff5 400 WALL AS REQ'D TO INSTALL NEW
WINAY DOW
AS-BUILT FOUNDATION PLAN AS SHOWN ON PLANS. VERIFY IN FIELD. PROPOSED FIRST FLOOR PLANPTC
TO MATCAND HEADER.
c
SCALE: 1/411 = 11-011 SCALE: 1/411 = 11-011
TYPICAL WINDOW NOF: CARBON MONOXIDE NOTES @ NEW ADDITION:
FIRE BLOCKING NOTES: ALL WINDOWS +U EXTERTIOR PA-10 DOORS ARE TO AREA CALCULATION : 1. CARBON MONOXIDE ALARMS,TO BE INSTALLED IN COMPLIANCE WITH SECTION
PROVIDE fIREBLOCKING AT THE FOLLOWING LOCATIONS: 13E MANUFACTURED 13Y ANDER5EN, 5EKIE5 400, WHITE 915.2.3.1 Of THE INTERNATIONAL FIRE CODE AS AMENDED 13Y 2017 NEW YORK
• IN CONCEALED SPACES Of STUD WALLS � PARTITIONS FERMA5HIELD, HIGH PERFORMANCE LOW'E4'GLAZING, EXISTING FIRST FLOOR AREA: +/-885 50. ff. STATE SUPPLEMENT. u
(VERTICALLY @ CEILING � FLOOR LEVELS; HORIZONTALLY SCREENS, STANDARD HARDWIRE, AND GRILLES (VERIFY). ALL EXISTING SECOND FLOOR AREA: +/-420 5Q. FT. 2. NO BEDROOM DOOR TO 131 MORE THAN 15' f FROM A CARBON MONOXIDE SCOPE Of THE PROJECT:
UNITS TO HAVE A MINIMUM DP 24 RATING. INSTALL ALL UNITS ALARM,
@ INTERVALS NOT EXCEEDING 10-) AS PER MANUFACTURE'S 5PEC5. TOTAL EXISTING AREA: +/- 1 305 5Q. FT. 3. A CARBON MONOXIDE DECTECTOR TO BE INSTALLED ON EVERY STORY. I . SECOND f LOOK DORMER AT REAR.
•AT ALL INTERCONNECTIONS AT 50IFFIT5, DROP CLG'5 ALL GLAZING TO CONFORM WITH THE REQUIREMENTS Of THE PROPOSED 2nd FLOOR ADDITION: 165 5Q. FT. 2. KE-CONSTRUCT EX15TING :5LINROOM. WH
COVE CLG'5.- INTERNETIONAL RESIDENTIAL CODE SECTION 8308. ^J 00
• AT CONCEALED SPACES BETWEEN STAIR STRINGERS @ T.G.= TEMPERED GLA55 NEW OVERALL AREA: +/- 1 493 5Q. FT.
TOP AND BOTTOM Of RUN. WOCD = REFERS TO WINDOW)PENING CONTROL DEVICE AS
•AT OPENINGS AROUND VENTS, PIPES AND DUCTS @ PER SECTION 8312 Of THE IN-IfRNATIONAL RESIDENTIAL CODE, EXISTING 5CRIEN RM:(TO 131 RECONSTRUCTED) +/- 132 5Q. FT. 391-011
CEILING AND FLOOR LEVEL W1 APPROVED MATERIAL TO 2015. EXISTING DETACHED GARAGE: +/-3 12 5Q. FT. 30'-9" (NEW DORMER TOP Of PLATE 7-10")
RESIST THE FREE PASSAGE Of FLAME AND PRODUCTS Of NOTE: ANY WINDOW WITH A 51L HEIGHT LE55 THAN 24"
COMBUSTION, ABOVE FINISHED FLOOR AND GREATER THAN 72"ABOVE
• OVER ALL GIRDERS AND BEARING WALLS. fIN15HED GRADE SHALL HAVE I WINDOW OPENING CONTROL 71-Gll 71-Gll 6-8 112" 7-0 1/2"
DEVICE WHICH LIMITS THE WINDOW OPENING TO 4" UNLESS
RELEASE MECHANISM 15 OPER/TED. MECHANISM NOT TO rA"\
TYPICAL CORNER SECOND f LOOR F.SAFETYREDUCE REQUIRED CLEAR OPEIIING AREA REQUIRED FOR PRO
F 5V)_55'1 I D�OO R A N D
WALL LEGEND HOLDOWN SEE DETAIL-SHEET 3 ENCLOSURE @ 72",30 24"120" (2) 04G
EMERGENCY ESCAPE AND RESCUE. W1 WIDCD SHOWER,TYP. VINYL 4WNING W/ COWIO
EX15TING TO BE11 Gil (3) 2"XG"
F---------� (2)2' x -EXISTING STAIRWAY TO
• REMOVE[) L--------- M 1'4' Gil 91-1011 4" , 72N3 11 4 131-311 G1 REMAIN, TYP.
EXISTING TO 0 =6 KENOVATED
L-4
REMAIN C) om
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7-0"HIGH REM If EXISTING 7-17 11 NEW REVERSE GABLE @
'VIA
RENOVATED WA
NEW WOOD CEILING RCEILING DOOR,
M.BATH
FRAME ------- --------
.X _IX
'M
0 EXISTING
EXPG HANDRAIL
:Z :27 9'SINK MOVE
7 --1
(2)�
<
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\1LIN
CEILING HANDRAIL
V EW4 TO REMAIN
RENOVATED AN PLUMBING J
MASTER 7 M REMOVE EXISTING I Q
%YLIGHT. INFILL
NOTE: ARCHITECT HAS ASSUMED THAT ALL EXISTING fOOTINP5 BEDROOM O CEILING L__� _j DN
�ARE 8 STRUCTURAL NOTE: OPENING TO L
X 16 CONTINUOUS CONCRETE FOOTINGS THAT ARE DEARING ON 2000 MATCH EXISTINGOO 0
0
THE STRUCTURAL FRAMEWORK Of THE EXISTING DWELLING HAS BEEN REVIEWED C? CQ P-4 -4
P5f BEARING 501L. IT SHALL DE THE RESPONSIBILITY Of THE OWNED, INSOFAR AS VISIBLE FRAMING MEMBERS. MODIFICATIONS TO THE EXISTING Z4_ -1 Cm u 0
rA
C\j
i�
AND / OR CONTRACTOR TO VERIFY THE SOIL DEARING CAPACITY ANG SYSTEM REQUIRED TO CARRY THE LOAD5 IMP05ED BY THE ADDITION(5) ARE ------------- ------------------------------ -----____ -
EXISTING FOOTING CONDITIONS BEFORE STARTING WORK. IT SHALL13E REFLECTED IN THESE PLANS. THE CONTRACTOR 15 INSTRUCTED TO NOTIFY THE T
THE RESPONSIBILITY Of SAME TO REPORT TO THE ARCHITECT IN ARCHITECT Of ANY UNSEEN CONDITIONS MADE VISIBLE BY THE CONSTRUCTION1 IXT'G
REMOVE EXISTING 7�
WRITING BEFORE STARTING THE WORK, WHEN ACTUAL FIELD WHICH ARE CONTRARY TO THAT SHOWN HERE-IN OR WHICH ARE STRUCTURALLY LL, WALL t DOOR I CLO
HI ±3'-10"HI date: 8.6.18
QUESTIONABLE, THE CONTRACTOR 15 FURTHER INSTRUCTED TO VERIFY THE
±s'-Io"
,JA.
CONDITIONS VARY FROM THE ARCHITECTS ASSUMED DESIGN CRITEP CONFIGURATION (DEPTH AND SIZE) Of THE FOUNDATION AS SHOWN ON THESE - . 7 proj. #: 18.29
PLANS.
VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ETC., PRIOR TO AN"','
CONSTRUCTION. REPORT IN WRITING ANY DISCREPANCIES.
NOTE: drwn. by: MS
PROVIDE ALL BLOCKING AND SUPPORTS A5 REQUIRED FOR FRAMING Of PROVIDE SOLID POSTS UNDER ENDS Of ALL HEADERS. SECOND FLOOR POSTS chkd. by: DK
TO BEAR ON FLUSH FRAMING OR 13E BLOCKED SOLID TO f I R5T FLOOR POSTS.
NEW AND EXISTING AREAS. FIRST FLOOR POSTS TO BEAR ON FLUSH FRAMING OR BE BLOCKED 50LID TO
GIRDER OR FOUNDATION WALL. L — — — — — — — — — — — — — — — — — — ----- — — 77
MATCH ALL EXISTING !CONDITIONS AS THEY RELATE TO FINISHES, ALL P05T IN 4" WALLS TO BE (2)2 x 4" t IN Gil WALLS (2) 2" x Gil MIN, UNLE55 A sheet no.
LIGHTING, DIMENSIONS, HEIGHT AUGMENT, ETC. MOVE NOTED OTHERWISE. c
AND RELOCATE ANY PARTITIONS, WIRING, PLUMBING AND DUCTS, Er,. I
THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING REUSED. ROOF FRAMING NOTE:
AT "LAYOVER" FRAMING, GALVANIZED METAL CONNECTORS (A35 BY A� I
51MP50N OR EQUAL) TO BE USED WHERE RAFTERS BEAR ON FIAT PROPOSED SECOND FLOOR PLAN
NAILER5. TYPICAL.
SCALE: 1/411 = 11-011
__j
TYPICAL NEW LOW
SLOPED ROOFING
EXT'G BRICK CHIMNEY TO EXT'G BRICK CHIMNEY TO _)77
TUMAIN TREMAIN
RECONSTRUCTED
5UNROOM
12
9 Fff G -11 1 1-1 I'l T.O. NEW PLATE
j I I-F 1-11 IL I EXISTING BOOING
LINE Of NEW 2"xG"CJ @ LINE Of NEW HI FLAT CLG70 REMAIN, 7YP.
I G"o.c. HI FLAT CLG @ RENOV. PORCH 1 1 jF T-1 7- 1']
@ RECON5T. 5UNROOM l _3 Lw
(R-21 BATT IN5ULTION) -11f -T
NEW REVERSE GABLE OVER DOOR T 0
'I11
EXISITNG ROOF FRAMING (2`4" RR @ 16 o.c., 112" CDX
AND ROOFING TO REMAIN PLYND 5HT'G, 15#BLG. FELT,
�XTG 9 1 1 13LI DfLA5HING,TYP.
@ EXT'G 5UNROOM. ROOF SHINGLESTO MATCH EXT'G) l�� L
INSTALL NEW K-21 BATT wl G" RAKE BD. IN LINE wl EXT'G
IN5UL AT SLOPED AREAS.
'50FLOO" ' T.O. 50FLOOR. ------
FASCIA, TYP. ------
0'
FRIEZE TO REMAIN, TYP. r___q
NEW REVERSE IG NBLE @
T.Q.. WINDOW JIr T A 1- DOOR, TYP.RAFTERS TO REMAIN T.O. [XT'G PLATE 5UNROO @ tz
0 0
RECONSTRUCT T.O. NEW WINDOW @ 5UNP cd 0
EXTG CJ TO 131 OOM
TYPICAL NEW EXTERIOR 4K: --- -_ SUNROOM
WALL RECONSTRUCTED REMOVED EXTERIOR WALLS E
IL ct 00
@
RECONSTRUCTED 5UNROOM �AS SHOWN _T 1___N1W CORNER BOARD,5UNKOOMTYF.
,f D CONCRETE C?
WOOD SHINGLE SIDING TO MATCH EXT'G —NEW POUR REPL. �J 9
AIR INFILTRATION BARRIER
SLAB AS RECID(wl —LINE Of EX r
I/2"EXT. CDX SHEATHING +1 TG FIN. LJ LJ LJ L +J t) P:; 0
RADIANT HEAT)OVER FLOOR.@ HOU51 In u ;:,
2"x 4"WOOD STUDS @ I G"OC. wl T—7— W AZE TRIM BD.
LAD
EX15TING 5
(2) 2"x 4"TOP PLATES
T.O. [XT'G 5UI3fLOOR :i� T.O. 5UI3FL0A0I (@_HOU5I! T.O. 5UDFLOOK. EXT'G I AROUND, TYP.
- 4- -1 -_ - --- ____ 7t
AND 2"x 4'5HOE, A15
P T.O�NEW SLAB L T.O.-NEW 5LA15 5UNROOM T.O. CONC. T.O. NEW SLAB @ 5UNROOM
T.O. EUG 51�4 _5UNP
@ OCM 0
15 INSULATION, 1 0
112"G.W.B. NEW CULTURE STONE BAND Ct
,'.)UNKUUM
FXTG EYTG / ,
CONT. NEW TREATED 2"x4" EXTG 5LA13 TO ' ' WSTONE CAPTYP.
NEW CULTURE STONE BAND PLATE,5ECUIRED TO EXT'G REMAIN (—EXTG FOUNDATION L NEW CULTURED STONE L EXISTING DECOR, CONC. fDN
L
wl STONE CAP, TYP. FW,--w-n72'0-xTZ"1DNG —(T"E VERIFIED) WALL TO REMAIN @ RECON5T. REMOVE EXISTING MA50NRY FDN
NEW BAYJ EXISTING DECOR,
DECORATIVE WALL TO REMAIN. CONC,@ RECON5T.
EXPANSION DOLTS,wl 2"x2' 5UNROOM PLATFORM AND STEP AND WINDOW COPPER-TONE ROOF5UNROOM 0
5Q,WASHER.@ Go.c., RE BUILD NEW 30 x 48" kn
HOLD 12"OFF EACH EXT'G SCREEN ROOM RECONSTRUCTION DECOR. SUPPORT OVER NEW BAY kCORNER,AND G"-12"OFF MASONRY PLATFORM AND STEP. CENTER PLATFORM ON BRACKETS, TYP. WINDOW
EACH END Of PLATES. NEW DOOR.
SECTION THRU EXT'G SUNROOM. PROPOSED RIGHT SIDE ELEVATION- PROPOSED FRONT ELEVATION
SCALE: 1/4" = F-0" SCALE: 1/4" = F-0" SCALE: 1/4" = F-0"
W � o
NOTE:
W.O.C.D.= WINDOW OPENING CONTROL
ICAL NEW LOW
DEVICE. REFER TO WINDOW NOTE ICAL N W LOW
LOPED ROOFING SHEET A-I NEW DORMER SLOPED 00fING
N DECORATIVE SHUTTER 00
RECONSTRUCTED TO KCd EX15TING
5UNROOM
T.O. N PLATE 00 T.O. PLATE
EXISTING ROOFING TO
REMAIN, TYP.
uj J[ I
0
C? t 0
TO TCH
NEW REVERSE GABLE
OVER DOOR W/G" rAr\L Lw—oc D WOCD t
BD. IN LINE w/EXTG Ti
A_
T ll I -i T 11 1 11� 11 1
.0. 5U[3fLOOP\l
T.O. PLATE.J
p. SUB FASCIA, I)T. _42F v_ Ll 11 1
.4" VTK,�,__
EXISTING FASCIA E Ll
TO REMAIN, TYP.
RENOV.
2" M. BATH
T_
NEW SHINGLE
51DING W/
1 �2" 12" I211 CORNER 13D F
TO MATCH NY III 1 11 1 1 C/)
wc. -LAV—
LL
I SHwR. REMOVE EX15TING MASONRY
SECOND FLOOR I
I ri PLATFORM AND STEP AND >5
2" 3 U31
REBUILD NEW 30 x 45" T.O. SUBFLOOR_ -T.O. 5U5fLOOK
___j F4
MASONRY PLATFORM AND
3" STEP. CENTER PLATFORM ON T.O.-CONC.
211 ;A
0
IXPG EXT'G NEW DOOR. EXT'G EXT'G >
W4
NEW CULTURED STONE EXISTING DECOR. CONC. FDN >
REMOVE EXTG WINDOW AS a)
WALL TO REMAIN @ P\ECON5T. RfQ'D TO INSTALL NEW 5MALLE� W $_4
5UNROOM WINDOW. PATCH TO MATCH,
FI RST FLOOR
TIE INTO AN EXISTING date: 8.6.18
APPROVED PROPOSED LEFT ELEVATION PROPOSED REAR SIDE ELEVATION pro;. #: 18.29
SANITARY SEPTIC
SYSTEM
SCALE: 1/4" = V-0" SCALE: 1/411 = 11-011
4"
PLUMBING RISER DIAGRAM drwn. by: MS
chkd. by: DK
SCALE: NTS
PLUMBING NOTES:
1. 5ANITAKY DRAINAGE,WA5T[,AND VENT SYSTEM TO BE IN sheet no.
ACCORDANCE WITH CHAPTERS 30 AND 31 Of THE CA
INTERNATIONAL RESIDENTIAL CODE,2015.
2. VENT PIPES SHALL TERMINATE MINIMUM G"ABOVE THE C (N
POO!"
3. ANY TPAN51TfON5 IN VENT DIAMETER TO OCCUR NOT LESS
THAN 12"INSIDE THE TI1rRMA1_ENVELOPE. i » Ae2
� 'Dv 01 AO
or P4
NEW LOW SLOPED ROOFING
MINERAL SURFACED ROLL
I . ALL WORK TO CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE, 2015, p WINDOW
n/ 1 / ROOFING OVER 3G"WIDE ICE
WITH NEW YORK STATE 5UPPLEMENT5 AND LOCAL BUILDING CODES. EGRESS Vy I N DO VV SCH EDU LE
2. ALL PLUMBING IS TO CONFORM TO LOCAL AND COUNTY HEALTH REQUIREMENTS. SHIELD ELT,UNDOVER 1/2",I X
3. ELECTRIC 15 TO CONFORM TO LOCAL, N.E.C., AND(UNDERWRITERS REQUIREMENTS. (ALL SLEEPING ROOMS) CODE ANALYSIS BLDG. FELT,OVER 112 CDx
4. CONCRETE 15 TO BE 3000 P51 MIN. CONCRETE FOR PORCHES, GARAGE 5LAB5 4 READ CLEAR OPENING PROVIDED (5.r.) PLYWD SHEATHING OVER
EXPOSED STEPS TO BE 3500 P51. ALL CONCRETE EXCEPT BASEMENT SLABS TO FIRST FLOOR RAFTERS A5 NOTED,
BE AIR ENTRAINED. -- 5.0 5-- OCCUPANCY: RE51DENTIAL CONT.ALUM DRIP EDGE,TYP. 3'-O"MIN- 2"x G"RR
5. DESIGN 15 BASED UPON A PRESUMPTIVE SOIL LOAD-BEARING VALUE OF 2000 PSF 16..
EXISTING TO REMAIN
E5 IELD, @
AS PER TABLE 401.4.1 OF THE RESIDENTIAL CODE OF NEW YORK STATE. ADDITION ONLY REFERENCE STANDARDS: G"FASCIA BD.,TYP.
i
G. DOUBLE FRAME AROUND ALL OPENINGS AND UNDER PARALLEL PARTITIONS AND SECOND FLOOR INTERNATIONAL RESIDENTIAL CODE, VENTED VINYL SOFFIT,TYP.
BATHTUBS. MASTER BEDROOM 5.7 5.70 2015 EDITION, w/ NYS SUPPLEMENTS T.O. NEW PLATE _ _
7. NOTIFY ARCHITECT OF ALL CHANGES. THE ARCHITECT SHALL NOT BE (2017) -
TYPICAL NEW EXTERIOR WA
RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. f EXISTING TO REMAIN
8. DO NOT SCALE THE DRAWINGS. CLIMATE ZONE: 4 @ NEW DORMER 2 x 6 CJ @ 16 -- -/ 12
9. ALL FRAMING LUMBER(JOISTS, RAFTERS, HEADERS, GIRDERS, AND STUDS)TO BE NOTE: AT LEAST ONE WINDOW IN EVERY BEDROOM DEGREE DAYS : 5750 w/R-30c(8.5")BATT
WOOD SHINGLE SIDING TO MAT EXTG n EXPG g
DOUG-FIR No. 2 OR BETTER. TO BE EGRE55ABLE AS PER THE FOLLOWING: IN5UL. AND:192-RIGID N
DE51GN LIVE LOAD5 AIR INFILTRATION BARRIER RENOVATED �O _o
10. HANGERS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING z IN5UL. ( -$)TO r-+
CONDITIONS. 1. MINIMUM NET CLEAR OPENING WIDTH 20".
DECKS 40 PSF I/2"EXT. CDX SHEATHING UNDER�51 Of CJ BEDROOM kn
EXTERIOR BALCONIES 60 PSF O n n n �
1 1 . PREFABRICATED FIREPLACES AND FLUES TO BE U.L. APPROVED. 2. MINIMUM NET CLEAR OPENING HEIGHT 24". 2 x 6 WOOD 5TUD5 @ 16 C. w/
12. INSTALL SMOKE AND CARBON MONOXIDE DETECTORS IN ACCORDANCE 3. SILL HEIGHT NOT MORE THAN 44"ABOVE THE FLOOR. (2) 2"x G"TOP PLATES AND "x G"SHOE, -FINE Of �-+ 110
M
WITH ALL MUNICIPAL AND STATE REQUIREMENTS. 4. MINIMUM CLEAR OPENING AREA 5.7 5Q. FT.. ATTICS 20 PSP(LIMITED STORAGE) 1/2" INSULATION, j TO BE REMOVING G FLOOR
13. EXHAUST FANS TO BE 50 cfm MIN., VENTED TO EXTERIOR. (5.0 SQUARE FEET AT GRADE FLOOR OPENINGS)
ROOMS OTHER THAN /2G.W.B. , `��� I � �� rA
14. ALL RAILINGS, INTERIOR AND EXTERIOR TO HAVE BALUSTERS TO BE ;..4 .�
SPACED 50 A5 NOT TO ALLOW PASSAGE OF A SPHERE 4"OR MORE SLEEPING ROOMS 40 P51F T.O. 5UBFLOOR _ _ -
IN DIAMETER. NEW WINDOW AND GLA55 DOOR STORM
PROTECTION-T.O. MG-PLATE-
IN __ ______ __ ___
15. WALL AND CEILING FIN15HE5 TO HAVE:
(I 38 MPH BASIC WIND SPEED,WITHIN ONE MILE FROM SAFETY GLA55 REQUIREMENTS SLEEPING ROOMS 30 f"SF ^ �
SHORELINE). SAFETY GLAZING REQUIRED AT THE FOLLOWING LOCATIONS: SPIKE NEW 2x8 CJ PLYWOOD
FLAME SPREAD RATING < 200
SMOKE DEVELOPED INDEX <450 ALL NEW WINDOWS AND GLA55 DOORS TO BE INSTALLED PER HDU5 I. ANY GLAZING IN ANY TYPE OF DOOR. STAIRS 40 PSF @ EACH EXT'G CJ UBFLOOR TO ALIGN 0 t++ a
1 G. EXP05ED INSULATION TO HAVE: MANUF. SPECS FOR IMPACT RE515TANT WINDOWS WITHIN 2. GLAZING IN ANY WALL ENCLOSING A TUB,SHOWER, HOLDOWN (24"LONG). 1YP. FLUSH w/EXISTING
FLAME SPREAD RATING <25 ONE MILE FROM SHORELINE AND SHALL MEET THE SAUNA, OR STEAM ROOM. ` HANDRAILS 200# _
SMOKE DEVELOPED INDEX 5 REQUIREMENTS OF THE LARGE M155LE TEST OF ASTM E 1996 3. ANY WINDOW WITHIN 2'OF A DOOR. * i V 1 C �l
AND ASTM E 1886. 4. ANY INDIVIDUAL PANE OF GLA55 > 9.0 SQ. FEET ROOF 20 P5F (GROUND SNOW LOAD) 5/8" O THREAD ROD EXISTING EXTERIOR WALL �J
17. STEEL REINFORCING FOR CONCRETE TO HAVE MINIMUM YIELD STRENGTH OR WHERE THE BOTTOM 15 <18"ABOVE ANY FLOOR • ,� C v
OF 60,000 P51 (GRADE GO). CONTRACTOR TO PROVIDE PRE-CUT 112"STRUCTURAL WITHIN 3'OF THE WINDOW. BASIC WIND SPEED 128 MPH / EXT'G BEDROOM EXT'G DINING ROOM Urn
PLYWOOD PANELS TO COVER THE GLAZED OPENINGS(MAX. 5. GLAZING IN WALLS OF INDOOR POOLS, HOT TUBS, '4,
SPAN 8' FOR PANELS) PRE DRILL EDGES AT 9"O.C.TO ACCEPT SPAS WITHIN 5'OF THE WATER. ' DEAD LOApS I 0 PSF @FLOORS -� = EXT'G FLOOR EXISTING BEARING WALL �"', 0 � _
2 1/2"#8 WOOD SCREWS TOP AND BOTTOM (INTO FRAMING). G. GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" 20 PSF @ ROOF �'� M
PLYWOOD PANELS TO BE MARKED FOR LOCATION AND HORIZONTALLY OF A WALKING SURFACE. ` II V
CONSTRUCTION NOTES STORED ON SITE. 7. GLAZING WITHIN GO"OF THE BOTTOM TREAD OFA DEFLECTION LIMITS:
I :jU o
STAIRWAY IN ANY DIRECTION,WHEN THE GLASS IS RAFTERS WITH NO FINISf1ED ' /. T.O. EXT'G 5UBFLOOR__________ _ -____ � .�
LESS THAN GO"ABOVE THE TREAD. V G) V
CEILING ATTACHED U 180 n
THE REQUIREMENT y,DOES NOT APPLY IF THE BOTTOM EDGE i % / VJ.J U u
OF THE GLA55 15 MORE THAN GO"ABOVE THE FLOOR. FLOOR-5 I13GO
k
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA HDU5 HOLDOWN
EXT'G CELLAR
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER AIR MEAN
SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BOURNE EXPOSURE DESIGN WEATHERING FROST LINE TERMITE DESIGN ICE BARRIER FLOOD FREEZING ANNUAL
LOAD (ULT. MPH) EFFECTS REGION DEBRIS ZONE CATEGORY CATEGORY DEPTH TEMP UNDERLAYMENT HAZARDS INDEX TEMP.
20 PSF 128 NO NO YES B B SEVERE 3'-0" MOD-HVY 150 YES NO < 1 500
TYPICAL HOLDOWN AT SECOND FLOOR
--- - - - - - SCALE: N.T.S.
EASTE N I N G S C h E D U LE CODE SECTION ENERGY NOTES
INTERNATIONAL RESIDENTIAL CODE - 2015 A SECTION A-A
DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION 1 . ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE
CAP SHINGLE OR /�-3
OF FASTENER MANDATORY REQUIREMENTS WITHIN THE RESIDENTIAL CONTINUOUS RIDGE VENT SCALE: 1/4"=1'-0"
(SEE PLAN)
PROVISIONS OF THE INTERNATIONAL ENERGY CODE, /�
ROOF FRAMING
2015, AS MODIFIED BY THE NYS SUPPLEMENT. I 114"x toga STEEL O
BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d TOE NAIL
STRAP EVERY RAFTER FIRE BLOCKING NOTES:
CEILING JOISTS TO PLATE, TOE NAILED 3-8d PER JOIST, TOE NAIL N 1 102. 1 .2.2 2. A CERTIFICATE SHALL BE PROVIDED BY THE BUILDER (8) 8d NAILS EACH END PROVIDE FIREBLOCKING AT THE FOLLOWING LOCATIONS:
CEILING JOIST, LAPS OVER PARTITIONS 3-1 Gd FACE NAIL AND POSTED IN THE UTILITY ROOM WHICH LISTS ALL • IN CONCEALED SPACES OF STUD WALLS � PARTITIONS r
CEILING JOIST TO PARALLEL RAFTERS 4-I Gd FACE NAIL INSULATION R-VALUES AND FENESTRATION U-VALUES QI
(VERTICALLY @ CEILING t FLOOR LEVELS; HORIZONTALLY
COLLAR TIE TO RAFTER 3-I Od FACE NAIL AND SHGC. RESULTS OF AIR-LEAKAGE TESTS TO BE
INCLUDED. CERTIFICATE SHALL L15T THE TYPE AND @INTERVALS NOT EXCEEDING 10')
RAFTER OR ROOF TRUSS TO TOP PLATE 3-I Od (2) TOE NAILS ONE SIDE, (1) OTHER 51DE EFFICIENCY OF THE WATER HEATING SYSTEM. WHERE RAFTERS AND STUDS •AT ALL INTERCONNECTIONS AT SOFFITS, DROP CLG'S t
ARE ALIGNED PROVIDE: ONE COVE CLG'S.
WALL FRAMING N 1 102. 1 3. REFER TO ATTACHED CERTIFICATE INDICATING SIMP50N "H2M OR EQUAL •AT CONCEALED SPACES BETWEEN STAIR STRINGERS @
r l
^
STUD TO STUD, NOT AT BRACED WALL PANELS I Gd 24" o.c., FACE NAIL COMPLIANCE. (RAFTER TO STUD) CONNECTOR
@ I G" O.C. TOP AND BOTTOM Of RUN.
STUD TO STUD AT BRACED WALL PANELS I Gd I G" o.c., FACE NAIL T�
(5) 8d x 1 1/2@ RAFTER EA. CONNECTOR •AT OPENINGS AROUND VENTS PIPES AND DUCTS V 1
BUILT-UP HEADER, TWO PIECES WITH 1/2" 5PACER I Gd I G" o.c. ALONG EACH EDGE, FACE NAIL N I 102.4 4. THE BUILDING THERMAL ENVELOPE SHALL BE (2) 8d x 1 1/2@ PLATE EA. CONNECTOR @ rT1 H
CONTINUOS HEADER TO STUD, TOE NAILED 4-8d TOE NAIL CONSTRUCTED TO LIMIT AIR LEAKAGE. __ (5) 8d x 1 1/2@ STUD EA. CONNECTOR CEILING AND FLOOR LEVEL W/ APPROVED MATERIAL TO
TOP PLATE TO TOP PLATE, FACE NAILED I Gd I G" o.c., FACE NAIL h�
LROOF RAFTERS AS PER PLAN - RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF
I �J
5. NOT USED EACH RAFTER/ RIDGE
DOUBLE TOP PLATES, MINIMUM 24-INCHE5 OFFSET OF END 8-1 Gd (4) FACE NAILED EACH 51DE CONNECTION COMBUSTION.
JOINTS, FACE NAIL IN LAPPED AREA OF END JOINT WHERE RAFTERS AND STUDS •OVER ALL GIRDERS AND BEARING WALLS.
N I 102.4.3 G. MAXIMUM AIR LEAKAGE FOR WINDOWS AND SLIDING ARE OFFSET PROVIDE
BOTTOM PLATE TO FLOOR JOIST/ BAND J015T OR BLOCKING I Gd I G" o.c., FACE NAIL DOORS = 0.30 CFM/SF WHEN TESTED IN
(DBL. NAIL @ BRACED WALL PANELS) ACCORDANCE WITH AAMA/WDMA/C5A 10 1 . SWINGING 51MP50N "H2.5M OR EQUAL
DOOR5: MAX. AIR LEAKAGE = 0.50 CFM/5F. (RAFTER TO TOP PLATES)
TOP OR BOTTOM PLATE TO STUD 4 - 8d TOE NAIL CONNECTORS @ I G" O.C. 2-I Gd COMMON
2 -1 Gd END NAIL N 1 103. 1 . 1 7. ALL THERMOSTATS TO BE PROGRAMMABLE. (5) 8d @ RAFTER NAILS @ G" O.C.
(5) 8d @PLATE
TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2 -I Gd FACE NAIL DU5
N 1 103.3 8. NOT USED AND PREDEFLECTED
HOLDDOWN
FLOOR FRAMING 51MP50N H8
JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAIL N I 103.3.5 9. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS (TOP PLATES TO STUD) (EITHER SIDE)
3-8d DUCTS OR PLENUMS.
CONNECTOR @ I G" O.C.
RIM JOIST, BAND JOIST, OR BLOCKING TO SILL OR TOP PLATE 8d G" o.c., TOE NAIL (5) 1 Od x 1 112" NAILS IN PLATE
BAND OR RIM JOIST TO JOIST 3-1 Gd END NAIL N 1 103.4 10. ALL HOT WATER PIPES TO BE INSULATED TO R3 MIN. Z (5) 1 Od x 1 1/2" NAILS IN STUD
BUILT-UP GIRDERS AND BEAMS, 2" LUMBER 20d AND 32" o.c. TOP * BOT, STAGGER, EACH LAYER cv
N I 103.5 I I . NOT USED X G11
2-20d FACE NAIL @ ENDS AND AT EACH SPLICE
LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I Gd PER J015T OR RAFTER, FACE NAIL N 1103.6 12. NATURAL AND/OR MECHANICAL VENTILATION TO BE C520 STRAPS,STUD TO STUD I G"
PROVIDED AS PER CODE. TYPICAL CORNER HOLD-DOWN PLAN DETAIL
BRIDGING TO JOIST 2-I Od EACH END, TOE NAIL O.C.(I 2) 1 Od NAILS (24" LONG MIN.)
EX15T. C.J.
N 1 103.7 13. NOT USED
CEILING SHEATHING EXIST. WALL N SCALE: 3/4"' = I'-O" w
SPACING N 1 104. 1 14. ALL LAMPS IN PERMANENTLY INSTALLED LIGHTING Q
SHEATHING TYPE FASTENER
EDGES FIELD FIXTURES SHALL BE HIGH-EFFICACY LAMPS. x 4" FRAMING
Q
G.W.B. 5d COOLERS 7" o.c. 10" o.c. TIE DOWN DETAIL 7
----- -
SCALE: 3/4"=r-0" HDU5 PRE-DEFLECTED
WALL SHEATHING �
HOLDDOWN V1 O
SPACING TO THE BEST OF THE ARCHITECT'S KNOWLEDGE BELIEF LSTA 2 I (51MPSON or EQUAL) (EITHER SIDE) w �"' o
SHEATHING TYPE FASTENER EDGES FIELD (8) 1 Od NAILS EACH END I . P.0 SLAB W/'GXG H •�
AND PROFESSIONAL JUDGEMENT, THESE PLANS ARE IN U
STRUCTURAL PANELS 8d G° o.c. ► 2" o.c. COMPLIANCE WITH THE ENERGY CODE. (20 1 5 IECC, 201 G ECNYS) 51MP50N H8 I 10/10 W.W.M. OVER 0 w
TOP PLATES ZZ (TOP PLATES TO STUD) 1-1/4"X 20 v. STEEL EXISTING SLAB Z
FLOOR SHEATHING CONNECTOR C° 16" O.C. STRAP OR EQUAL @ I G"O.C. 4' v
• „
CRIPPLES (5) 1 Od x 1 112" NAILS IN PLATE RUN UNDER SILL PLATE AND " ° a
HDR- (5) 1 Od x 1 1/2" NAILS IN STUD UP STUD. MINIMUM (4) 8d
SHEATHING TYPE NAILS EACH END
SPACING date: 8.6.18
I
FASTENER EDGES FIELD R5P4 (SIMPSON or EQUAL) EPDXY NEW ANCHORS
STRUCTURAL PANELS 8d G" o.c. 12" o.c. AT EACH CRIPPLE STUD. INTO EXISTING EXT'G SLAB AND prof. #: 18.29
KING STUD TOP AND BOTTOM FOUNDATION FOUNDATION WALL
ROOF SHEATHING
JACK s-ruDS -__i" drwn. by: MS
SHEATHING TYPE LOCATION FASTENER SPACING chkd. b DK
EDGES FIELD TYPICAL CORNER HOLD-_D_OWN SECTION DETAIL y�
STRUCTURAL PANELS INTERIOR ZONES 8d G" o.c. 12" o.c.
----------
SCALE: 3/4"' = I'-0°
PERIMETER ZONES 8d *G" O.C. * 12" o.c. 5TUD5 7
SILL PLATE
4" FOR ATTACHMENT OF ROOF SHEATHING TO GABLE RAKES RIM JT5. 0 4pe sheet no.
SILL PLATTE
NOTES:
,
1 . FA5TENER5 REFER TO COMMON NAILS, UNLESS NOTED OTHERWISE. FND. C520 5TRAP5,5TUD TO
2. REFER TO THE INTERNATIONAL RE5IDENTIAL CODE, 2015, FOR OTHER FASTENER TYPES. SILL @ EA. JACK * KING
3. 1/2" GYPSUM WALLBOARD TO BE FASTENED WITH NAILS AT 8" o.c. MAXIMUM (OR PAIRS TYPICAL HEADER OPENING STUDS (4) 1 Od NAILS @ "
A� 3
OF NAILS 2" - 2 1/2" APART @ 12" o.c.) OR 5CR.EW5 AT 10 o.c. -_ - _ _-_ EACH END. OA
(ALL WIDTIIS) N.T.S. O, 21 {O
F or Nfi14