HomeMy WebLinkAbout40985-Z ��o�s�}�POIK�oGy Town of Southold 2/12/2018
P.O.Box 1179
a
.o . 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39506 Date: 2/12/2018
THIS CERTIFIES that the building ALTERATION
Location of Property: 11080 Sound Ave.,Mattituck
SCTM#: 473889 Sec/Block/Lot: 142.4-18
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/1/2016 pursuant to which Building Permit No. 40985 dated 9/13/2016
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:
"AS BUILT"INTERIOR ALTERATIONS (FIRST FLOOR ONLY)TO AN EXISTING ONE FAMILY DWELLING
AS APPLIED FOR
The certificate is issued to Timon,Vasile,Meletina&Adrian
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40985 01-31-2018
PLUMBERS CERTIFICATION DATED fi
ut ed Signature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 40985 Date: 9/13/2016
Permission is hereby granted to:
Borkowski, Michael
11080 Sound Ave
Mattituck, NY 11952
To: legalize as built/under construction interior alterations to an existing two bedroom
" single family dwelling with non-habitable second story (attic) as applied for.
At premises located at:
11080 Sound Ave., Mattituck
SCTM #473889
Sec/Block/Lot# 142.-1-18
Pursuant to application dated 9/1/2016 and approved by the Building Inspector.
To expire on 3/15/2018.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,360.00
CO -ALTERATION TO DWELLING $50.00
Tot $1,410.00
Building Inspector
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: Old or Pre-existing Building: ✓ (check one) R UVB P�YbO6
Location of Property: d 1 M !�Oblr) Alk V* 5 ml1
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section Block [ Lot
Subdivision f Filed Map. Lot:
/
Permit No. `C '�6 Date of Permit. Applicant: D&2 0W 0,! 1� —
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:' N/A_
Request for: Tempora/rye Certificate Final Certificate: (check one)
Fee Submitted: $ �JV
/`pplicant Signature
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 �� roger.rich ertA-town.southold.ny.us
Southold,NY 11971-0959 '®
C®U619�9�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Timon
Address: 11080 Sound Avenue city.Mattituck st: New York zip: 11952
Building Permit#: 40985 Section: 142 Block: 1 Lot: 18
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: HOME OWNER DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hat Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 26 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt g Wall Fixtures3
2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 42 CO Detectors 1
Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps
Transformer Appliances pW Dryer Recpt 30A Emergency Fixture Time Clocks
Disconnect Switches 24 Twist Lock Exit Fixtures TVSS
Other Equipment: 2- Bath Fans
Notes,
Inspector Signature: Z4 1 Date: January 31, 2018
0-Cert Electrical Compliance Form.xls
D � �
r^' DD
Vaslie Timon FEB 6 2018
11080 Old Sound Ave
Mattituck, NY 11952 TOWN OF SOUTHOLD
�P Y0q�3.5
February 6, 2018
Dear town of Southold,
Im writing this letting to let you know that we do not have any solder,we used PEX pipes for our house,
In which we did our own plumbing.
Sincerely,Vaslie Tim``on��
5oxy-a 4o be�-one-., ro-,—, *�s
` aaj ofuaA 2-0
JAa
NOrR
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2�!�
�pF SO(/l
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECT ON
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ] UNDATION [ ] INSULATION
[ FRAMIN
STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:01
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DATE INSPECTOR
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECT ON
[ ] FOUNDATION 1ST [ ] OUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL)
REMARKS:
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DATE I INSPECTOR
OF SOpT�olo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE / �' �� INSPECTOR `
Boy- kows k i
oF so�Tyolo
(� �yoourm,��'� l�
TOWN OF SOUTHOLD BUILDING DEP .
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTO
1 U of sva
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Couom,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[ ] FOUNDATION 1ST [ rINSULATION UGH PLEIG.
FOUNDATION 2ND [
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: 40VAMSU t o� It
wt set 9L, 9ye-_ c*v
DATE INSPECTOR
1 pf SO�Tyo
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPEC p
ON
[ ] FOUNDATION 1ST [ ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL)
REMARKS: DU 4 Q(06A
CAA,wlo
DATE j vlyq INSPECTOR
V
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECT-ION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ],,WSULATION
[ ] FRAMING / STRAPPING [Vf FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:, -1) L.-'j
(� � �J��G�V l aY✓
DATE INSPECTOR
/ OF SOpT�o�
a 1 courm,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLRG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) pq ELECTRICAL (FINAL)
REMARKS: 1
DATE 1 �� �� INSPECTORq�
SOUTho
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TOWN-OF SOUTHOLD BUILDING -DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] I ULATIION
[ ] FRAMING / STRAPPING [ FINAL 4"
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN L)
REMARKS: .
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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) 765-1502 Planning Board approval
FAX: (631) 765-95021 Survey
South oldTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
�� o � Trustees '
� C.O.Application
Flood Permit
Examined n 20 Single&Separate
�EP m b 2016 \Storm-Water Assessment Form
/ Contact:
Approved 20 ��J1IiDI11j� a Mail to:
Disapproved a/c � )� , l�iL �— �d2�VTlA�/2` t6U`[, Iwo
Phone:051 04 44tleG
Expiration 20
Building I Spector
APPLICATION FOR BUILDING PERMIT
Date �,•4 r�!r , 20 tG
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or'in ink and submitted to the Building Inspector with 4 ,
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Si ture of applicant or name,if a corporation)
(Mai I ing,address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises ���
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section )d� Blojb' ''' `'' � � Lot ,
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 61Ayfj`
b. Intended use and occupancy q fN/t(f. r4&0 Pu0,U4$V4
3. Nature of work(check which applicable): New Building Addition Alteration ✓
Poo` Repair Removaly' Demolition � lher WQrk:,
G� ," s�ti,� t§ (Description)
4. Estimat (' , I
ed Cost Ll wo r I wee ' "
(To bpid on filing this application)
5. If dwelling, number of dwelling units lv umQf dwell ng units on each floor i,4
If garage, number of cars LIA,
46
6. If business, commercial or mixed occupancy, specify �iir,"em r
e fc`n� e• h type of use. �Jk
�� a wj- ova
7. Dimensions of existing structures, if any: Front 1 jot Rear Depth
Height 2,7 5'u Number of Stories W2
Dimensions of same structure with alterations or additions: Front dr�i3` Rear 3r ,43J
Depth 40,,0fO Height 2`7=�10 Number of Stories 1L12"
8. Dimensions of entire new construction: Front �D,�7 Li`l Rear 33 `3 j t Depth 40i
Height 2q q'A Number of Stories L''12 6sqw Au EZ J 1W
9. Size of lot: Front �✓�s`�1t Rear 40 z 4& Depth Y�2 4 b*v2 2 j
ka-pe AT
B
10. Date of Purchase ,2q,l 6 Name of Former Owner /900t
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V-`
13. Will lot be re-graded? YES NO %," Will excess fill be removed from premises? YES NO
14.Names of Owner of premises Address Phone No.
Name of Architect\ M!� / b -9 Address p'I', ice, u745 Phone No b3! (,64-4,10
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 OFS
�' l�ff- being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the A o
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
l day of 20_[� t
Public ��
Nota
Pubik;,State of Newlalt /nature of Applicant
No.01 BR4908712
Cualified In Suffolk Cce�Qdga
Co mission Expires October 19, „ 7
Scott A. Russell ��° u Ir� ST01RJ\\\4WA,`]F1E1K
SUPERVISOR AMIANAGl]EAM[1ENT
SOUTHOLD TOWN HALL-P.O.Box 1179 0
53095 Main Road-SOUTHOLD,NEW YORK 11971 C Town of Southold
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)
❑( A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
El 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 with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. #: 1000 Date
Diswo
NAME. V4,-Z L W) 9, Is L(,
mi Section Block Lot
FOR BUILDING DEPAlw"E 'IEN'i' t <E ONI_.i'
Contact Information
rrgephmr Nu n0.r
- - — — — — — — — —
Reviewed By:
- - - - - -
Property Address / Location of Construction Work: — Date 9- 1.. 169
— — — — — — — — — — — — — — —
Approved for processing Budding Permit.
Stormwater Management Control Plan Not Required.
Ve r UUI/� Stormwater Management Control Plan is Required
❑ (Forward to Engineering Department for Review)
FORM 4 SMCP-TOS MAY 2014
*pF SO(/l�ol
_ o _
Town Hall Annex nn
54375 Main Road 21
roger. iii o n 1 hal
P.O.Box 1179 G • �Q
Southold,NY 11971-0959 COU J\� DN^a
, DEC 1 4 2016
BUILDING DEPARTMENT BUILDING DEPT.
TOWN OF SOUTHOLD TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: -/�,\V i G-Y \ —7, CVl G Y-\, Date: I�Z,
Company Name: Wner
Name:
License No.:
Address: 1 d SCUn6 - Avt a4A '.-�11C IJ\J 11 5
Phone No.: c� q
JOBSITE INFORMATION: (*Indicates required information)
*Name: A i cv� —�-k rv-L o/a Vo-s''
*Address: Q 6 is S QJ YIc\ Ni T M(Ag+1
*Cross Street:
*Phone No.: �o ?� �_ I c,
Permit No.: S �
Tax Map District: 1000 Section: { Block: I Lot: 1
*BRIEF DESCRIPTION OF WORK (Please Print Clearly) �`J. t�e� I�-
�+-� CG�A�
(Please Circle All That Apply)
*Is job ready for inspection: (YES) NO ou Final
**Do you need a Temp Certificate: S / 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
82-Request for Inspection Form D
o�o��}FFOC,ri COG��
Town Hall Annex �� y Telephone(631-1802
54375 Main Road c Fax(631) 734-9502
P- O Box 1179 � z ��
Southold, NY 11971-0959 "7
41
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: gW.A0
Owner: �rzow
Location of Property: fCa Gzy
Please take notice that the (check applicable line):
New residential structure
Addition to existing residential structure
Rehabilitation to an existing residential structure --
', to be constructed or performed at the.subject property reference above will Utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:
Mame (person su mitting this form):
Capacity(check applicable line):
Owner
Owner representative
TrussResReg15.docx Effective 1!1!2015
till
6" DIAMETER
REFLECTIVE RED ROMAN ALPHANUMERIC
"PANTONE — _ - — ------DESIGN-ATIOid-OF CC)NSTrcUCTiOid
(PMS) #'187 �-- -
TYPE BASED ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
17
2" MIN- REFLECTIVE
WHITE
4
1/2" STROKE ,.
.�ESIGN7i't'FOhf�FOlt"�i`ftiTC'i`tiit.4t ----
COMPONENTS THAT*ARE OF
TRUSS CONSTRUCTION
"F" FLOOR FRAMING,JN,CLUDING _
GIRDERS AND BEAMS-
"R" ROOF FRAMING ~
"FR" FLOOR AND ROOF FRAfi116G
TRUSS IDB,,MFICATIC N SIGN
COWUANCE VVITH 19 NYCRR PART 1265u7q en - -
pC]DES DNtsIQI`l EM/PLE TRUSS IDENTIFICATION SIGN DATE,03(08(2005
NEW YORK STATE DEPARTM7ENT OF STATE
DIVISION OF CODE ENFORCEMENT
AND ADMINISTRATION
�EP:cj�7bSENTLSK�'(.Cs�:
pF SOUTy®lo
Town Hall Annex Telephone(631)765-1802
54375 Main Road C Fax(631)765-9502
P.O.Box 1179 G
Southold,NY 11971-0959 '0
BUELDING DEPARTMENT
TOWN OF SOUTHOLD
STOP WORK ORDER
TO: Vasile Timon
11080 Sound Avenue
Mattituck, New York 11952
YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT:
11080 Sound Avenue, Mattituck, New York
TAX MAP NUMBER: 1000-142-1-18
Pursuant to Section 280-130(B) of the Town of Southold, New York, you are
hereby notified to immediately suspend all construction until this order has been
rescinded.
BASIS OF STOP WORK ORDER:
Construction without first obtaining a Building Permit
CONDITIONS UNDER WHICH WORK MAY BE RESUMED:
When a Building Permit has been issued.
FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY
WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN
OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH.
DATE: September 12, 2016
Peter Doherty
Code Enforcement
IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN
CONSENT OF THE ISSUING AGENCY.
N
TOWN OF SOUTHOLD PROPERTY RECORD CARD
w OWNER 4,51 e f fY 04 STREET VILLAGE DIST. S LOT
Arra -
FORMER OWNER N E '
r ,�rz-f ACl2.
S W TYPE F BUILDING
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_ Acre
Lo Tillable FR TACE ON WATER jag.9i aQevlcweo N G �—
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m Meodawland DEPTH
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SURVEY FOR
EDGAk AUGUST
NOV. 19,1987
AT MATT/TUCK DATE :APRIL 3,1978
TOWN OF .SOUTMOLD .SCALE= /N=30
SUFFOLK COUNTY, NEW YORK N0. 78-/34
A 1/1AUTHORIZEO ALTERATION OR AQOITION TO THIS GUARAN
SURVEY IS A VIOLATION OF SECTION 7209 OF THE R/V ,ypy NK
NEW YORX STATE EDUCATION LAW, e.r 'Q
M COPIES OF THIS SURVEY NOT BEARING THE LAhO SE RI uCE,y TY CO
SURVEYOR'S INXED SEAL OR EMBOSSED SEAL SHALL p UST ko
NOT 0£
CONSIDERED
TO 8E A VALID TRUE COPY
XGUARAhTEES INDICATED HEREON SHALL AYH ONLY f0 `rte• �'
THE PE
ASOI/FOR LF TO THE SURVEY IS PREPARED, O
AND DN NIS DEHA LF TO THE TITLE COMPANY,GOVERN- n
MENTAL AGEACY AHD LENDING IHS TITUTIOH LISTED f,(
HEBEON,AND TOTHCASSIGNEES OFTHE LENDING M.
INSTITUTION GUARANTEES ARE NOT TRANSFERABLE
TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT 'Y
OWNERS l�CE D•45893
w DISTANCES SHOWN HEREON FRGM PROPERTY LihEi �jFO
TO EXISTING STRUCTURES ARE FOR A SPECIFIC lAHO SO4Y
PURPOSE AND ARE FOR
TO BE USED i0 ESTABLISH
PROPERTY MDLINESARE FOR THE ERECTION OF FENCES- 400 +u�
_ ER
YOUNG e1 YOUNG RI ERHEADINEW YORK AVENUE
,Ir i
t ALDEN W YOUNG,DROFESSIONAL ENGINEER
AND LAND SURVEYOR N-YS LICENSE NO 12845
t:-
HOWARD W.YOUNG,LAND SURVEYOR
-- NYS LICENSE NO 45993
Y
PROSEAL TJW USA
TECHNICAL PRODUCT DATA
(MD-C-200v3) BURN CHARACTERISTICS
THERMAL INSULATION AND AIR BARRIER
ICC-ES ESR-3500 Surface Burning at
inches: Class 1
ASTM E84 """--""
Specification Sections:07 21 19 Foamed-in-Place Insulation,07 27 00 Flame spread Index -------25
Flame Spread
ad Inde --- -------
Spray Polyurethane Foam Air Barriers Smoke Development 300
Commercial Fire NFPA 285 Assembly Passed*
Resistance
PRODUCT DESCRIPTION Commercial Fire
Icynene ProSeal"is a closed cell spray applied polyurethane foam Resistance ASTM E119 1,2&3 Hour Ratings*
insulation and air barrier material suitable for buildings in accordance DC 315 Thermal Barrier NFPA 286 >15 minutes
with the IRC and the IBC including Type I,II,III,IV and V construction.
It delivers high R-value and Class II water vapor permeance required Wall&Ceiling Application NFPA 286 Walls-8"
in certain climate zones. Initial pass thickness may be 3 inches.The Maximum Thickness Ceiling-14"
product is for use as a thermal insulation and air barrier in: Attic&Crawl Space ACC377 Walls-6"
• exterior walls as continuous insulation Walls&Roof Uncoated Appendix X Roof-8"
• wall cavities Thickness
• floor assemblies *consult Icynene Engineering Department for details.
• ceiling assemblies
• attics(vented and unvented) Icynene ProSeal"is a combustible product and is therefore,
• crawl spaces(vented and unvented) consumed by flame,but will not sustain flame upon removal
of the flame source:lt leaves a charred foam residue.It will not
melt or drip.
PROPERTIES OF CURED FOAM Icynene ProSeal"must be covered with 1/2"of gypsum board,
DC-315 intumescent paint coating @ 24 wet mils or approved
Value Metric thermal barrier.
Characteristic Test Method (Imperial) Icynene ProSeal'is subject to all applicable National/State and
County building codes regarding fire prevention.Requirements
Core Density ASTM D 1622 2.41b/ft3 forThermal Barrier and Ignition Barrier coverings must be met
Color Cream as per the applicable building code as required by the authority
Aged Thermal having jurisdiction.
Resistance,at 1" R 7.0
---------------- ----------------
at 2"(Calculated) ASTM C 518 R-14 AIR BARRIER/MECHANICAL VENTILATION
---------------- ----------------
at 3"(Calculated) ------ R_21_------ Icynene ProSeal fills any shaped cavity,and adheres to most
----------------
at 31/2" R-24 construction materials,creating assemblies with very low air
Air Permeance ASTM E 2178 <0.02 Us.m2 at 1" permeance.
• Additional interior or exterior air infiltration protection is subject
Water Vapor Permeance ASTM E 96 0 97 perm at 1.5" to applicable codes.
Dimensional Stability at ASTM D 2126 8 9%at 158°F and All buildings insulated and air sealed with Icynene ProSeal-
7 days(%Volume) 97%RH must be designed to include adequate mechanical ventilation/
Compressive Strength ASTM D1621 401b/m2 outdoor air supply for optimum lAQ(Indoor Air Quality).
Tensile Strength ASTM D 1623 41 Ib/int For mechanical ventilation see ASHRAE Standard 62—
Ventilation for Acceptable Indoor Air Quality or any other
Closed Cell Content
(%Volume) ASTM D 6226 98% acceptable good engineering practice.
Fungus Testing ASTM C 1338 No Growth
DEC 2 9 2016
ICYNENE" -F4�,,g,-DRNG DET ®
The Evolution of InsulationT"'
WATER VAPOR PERMEANCE&ABSORPTION REGULATORY
• Icynene ProSeal"is a Class II vapor retarder,at 11/2"thickness, ESR-3500 has been issued by the ICC-ES for Icynene ProSeal".
which reduces the amount of moisture that can diffuse through Icynene ProSeal"has been tested as per the requirements of
the insulation. the International Code Council Evaluation Service's AC377
• Icynene ProSeal"meets FEMA criteria for resisting water Acceptance Criteria(November 2012).
absorption. Meets ASTM C1029Type II classification.
• It is resistant to moisture allowing it to be used below the base For regulatory issues concerning Icynene ProSeal"contact
flooding elevation in flood prone areas. Icynene at 800-758-7325.
ENVIRONMENTAL AND HEALTH RELATED REFERENCES
• Icynene ProSeal"is California Department of Public Health EHLB All physical properties were determined through testing by accredited
v1.1-2010 Emissions Specification Section 01350 compliant for third party agencies.Icynene Inc.reserves the right to change
offices and classrooms. specifications in its effort of continuous improvement. Please confirm
that technical data literature is current.
INSTALLATION
• Icynene ProSeal'is installed by a network of Licensed Dealers,
trained in its installation. PACKAGING AND STORAGE
• Maximum thickness per pass is 3 inches for first pass only,then Packaging-55 US gallon,closed top steel drums
2 inches maximum for additional passes.Wait until first layer Component'A'-550,Ib.per drum. Base Seal®MDI
cools before applying a second layer/lift over the initial layer/lift. Component'B'-500 Ib.per drum.Icynene ProSeal"-Resin
• This product should not be installed within(3")of heat emitting
devices,(or as specified by Code)where the temperature is in Icynene ProSeal"(Component A and Component B)ideally
excess of 180°F,in accordance with applicable codes. should be stored between 60°F(15°C)and 85°F(30°C).
• It can be installed in hot,humid or freezing conditions. Component A should be protected from freezing.
Minimum substrate temperature for application is 22°F(-60C). Shelf life is 12 months.
• Surface preparation is generally not necessary.
• Within seconds,the,foaming process is complete.
HANDLING AND SAFETY
For information on Health and Safety,refer to the Spray Polyurethane
Foam Alliance Health and Safety guidance documents at www.
spraypolyuretha ne.com.
AVAILABILITY
Contact Icynene Inc.at 800-758-7325 or visit our website at www. n
� Icynene.com. LJ L.� V
D
WARRANTY
WHEN INSTALLED PROPERLY IN ACCORDANCE WITH INSTRUCTIONS, DEC 2'9 2016
THE COMPANY WARRANTS THATTHE PROPERTIES OFTHE PRODUCT
MEET PRODUCT SPECIFICATIONS AS OUTLINED IN THIS TECHNICAL
DATA SHEET. SAVE AND EXCEPT ANY EXCLUSIONS REFERENCED IN THE BUMDNG DEFT.
WARRANTY. T014714 OF SOUTHOLD
TECHNICAL
Icynene Licensed Dealers and Icynene Inc.provide support on both
technical and regulatory issues.Architectural specifications in CSI
3-Part format and design details are available at our website at www.
Icynene.com.
Telephone:905.363.4040
KYNENE" Toll Free:800.758.7325
www.icynene.com
The Evolution of Insulatiori'm inquiry@icynene.com
Updated June 2014
The Green Bubble
Spray Foam Specialist FEB — 7 2018
321 Montauk Hwy
East Quogue, NY 11942
THEGREENBUBBLEII@YAHOO.COM TOWN OF SOUTHOLD
732-984-1769
Vasile Timon
For work performed at: 11080 Old Sound Ave
Mattituck, NY
Work:
*1St floor exterior 3" closed cell R21 insulation installed
*11t floor ceiling R13 batt insulation installed
*11t floor interior common wall R13 batt insulation installed
*Entire building fire caulked
*All exterior windows and doors sealed
GENERAL NOTES M
I, ALL WORK 54ALL BE CON5TRUGTIED IN AGGORDANGE WITH THE 2010 RESIDENTIAL(ODE OF NEW YORK 5TATF,FUEL 6A5 CODE OF NEW �
YORK STATE„MECHANICAL GORE OF NEW YORK STATE,PLUMBING CODE OF NEW YORK STATE,PROPERTY MAINTENANCE GORE OF c: aL� /- ` �~ uu M 'Q
YORK 51TATE ENERGY GONSERI/ATION CONSTRUCTION GORE OF NEW YORK STATE LATEST EDITIONS. ALL BUILDINGS WILL BF F'-' . U. .. t -�:....._,._ W '-
NEw r;,'I�r ,T uJ W to
DE516NED FOR THE 110 MPH WIND ZONE,ACCORDING TO THE RE�GE(AF I PA)2001 EDITION WOOD FRAME CONSTRUCTION MANUAL
FOR ONE AND TWO FAMILY 91,, LINGS.N.FPA.l0 STANDARD "THE NATIONAL ELECTRICAL GODE' 7e:S 1 e'?2 5/''.t,': ;) I : F ;r i 'T1 I
= = V4
co co
COMPLY WITH THE FOLLOWING DB16N CRITERIA: TABLE R3D1.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 2• fiGliG1-1 Fa,f,° u r';'• :';: a',S [ARCHITECT
SUBJECT TO DAMAGE FROM ICE SHIELD 3. INSULATION
WIND SEISMIC WINTERUNDER- 4. FINAL - C(.)
GROUND SPEED DESIGN FROST LINE DESIGN IAYMENT FLOOD
SNOWS LOAD WN CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS
15L/mot)lr3NM10D/H / 115 YE5 A5 PERLOCAL coDE SILL CQr?5Ti? {:;i',�; IS,! ,l.l. ��'T TI EESEAL
�I��r20 P5F 110 B SEVERE 3'-0"
YO,!n STATE. r.'O( F;S!,ONS BLE FOR ".
DESIGP'"1 QR CG1'i i R JGTIG,v ER OR&
2. THE 6ENERAV_CONTRACTOR SHALL BE HELD TO HAVE VISITED THE 51TE AND PREM15B AND TO HAVE COMPARED SAME WITH THE P _
DRAWINGS AND SPEGIFIGATIONS,AND TO NAVE SATISFIED THEM513VE5 WITH THE EXISTING CONDITIONS,BEFORE SUBMITTING
THEIR BID,AND SHALL A55UME FULL RE5PON51B!LITY THEREFORE. ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL CONDITIONS
AND INFORMATION GIVEN ON THE PRAWIN65 SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT AND NO WORK,50 AFFECTED ^ z
SHALL PROCEED WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT.
3. THE CONTRACT DRAWINGS INDICATE THE EXTENT AND GENERAL ARRANGEMENT OF THE SYSTEMS. IF ANY DEPARTURES FROM THE -- __-- n
CONTRACT VRAMN65 ARE DEEMED NECESSARY BY THE CONTRACTOR,DUE TO CONFLICT WITH APPLICABLE CODES AND THE BEST
PRAGT7GE5 OF THE TRADE,THE DETAILS OF 5"DEPARTURES AND THE REA50N THEREFORE SHALL BE SUBMITTED A5 SOON AS
POSSIBLE TO THE ARCHITECT FOR APPROVAL NO 5"DEPARTURES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE - -'
ARCHITECT. CERTIFICA ON NO.0
4. ALL WORK gFFLIFIED HEREIN MUST BE INSTALLED IN FULL ACCORDANCE WITH THE REQUIREMENT5 OF ALL LOCAL AND
6OVERNMENTAL DEPARTMENTS HAVING.URWIGTION OVER THESE MATTERS AS WELL AS WITH ANY REQUIREMENTS OF THE
NATIONAL BOARD OF FIRE UNDI RWRITERS,NATIONAL ELECTRIC GORE,OR 51MIL AR APPROVAL5,PERMITS, IN52PEGTION5,ETC, r•,,..,
BEFORE GOMNENGIN6 ANY WORK A5 TO AVOID ALL DELAYS DURING CONSTRUCTION AND HE SHALL TURN OVER THE OFFICIAL �.,.��,�;j sem.= t "�Y OR
RECORDS OF THE 6RANTI%OF PERMITS TO THE OWNER TIE CONTRACTOR SHALL HAVE A FINAL SURVEY PREPARED UPON
�/'�} { ger,� r
COMPLETION OF THE WORK. THIS SHALL 13E DONE WITHOUT ADDITIONAL COST TO THE OWNER 7
5. ANY ITEMS OF WORK SPECIFIED HEREIN AND/OR SHOWN ON THE DRANN66 W41CH CONFLICT WITH AFOREMENTIONED RULES,
i d q q"-
L
REGULATIONS,AND REQUIREMENT,SHALL.BE REFERRED TO THE ARGHITEGT FOR DEG1510K " +�
6. THE WORK 9HALL NOT BE DIED TO HAVE REACHED A STATE OF COMPLETION UNTIL ALL FINAL CERTIFICATES HAVE BEEN ry 1"17 C
DELIVERED.
Z. EACH COMPACTOR SHALL BE HELD RESPONSIBLE FOR AND BE REQU!RED TO MAKE 600D AT HI5 OWN EXPENSE ANY AND ALL
DAMAGES TO THE OWNER'S OR NEIGHBORS PROPERTY,AS WELL AS PUBLIC UTILITIES OR MUNIGIPAL PROPERTY,AIS/OR TO ANY
WORK CONTPAGT,WHICH I5 CAUSED 13Y H15 WORK OR WORKMEN DURING THE EXECUTION OF HI5 GONTRAGT. R'Tl�,!�► STORM ��dAT ER R�l�!flFF
TO CHAPTER 236
8. EACH COMPACTOR SHALL,AT ALL TIMES KEEP THE PREMISES FREE FROM AGGM A11ON OF WA5TE MATERIAL OR RIUBBI5H - ~
CAUSED BY HI5 WORK ON COMPLETION OF HIS WORK,ALL RUBBISH AND UNUSED MATERIAL SHALL BE REMOVED AND THE PRFM15E5 C T k;E I G V�'at PJ C d D E.
LEFT BROOM GLEAN '
q. UPON COMPLETION OF ALL WORK,THE CONTRACTOR SHAM REMOVE FROM THE SITE ALL DEBRI5 RESULTING FROM THE BUILDING
OPERATION AND SHALL LEAVE THE ENTIRE 51TE IN A NEAT,GLEAN AND ACCEPTABLE CONDITION. ALL WINDOWS,HARDWARE, °L`� sZ.`� r • .r,x , ,-, � .
APPLIANCES,,PLUME31%FIXTURE5,CERAMIC AND GRANITE TILE,SHALL BE GLEANED. ANY ITEMS SCRATCHED OR DAMAGED SHALL �;�
BE REPLACED. ' C�L` STLxe�f tib .,. .. < N . •
10. THE GONTRAiGTOR5 SHALL 6UARANTLLLL AWORK INSTALLED UNDER THE CONTRACTS FROM A PERIOD OF ONE n)YEAR FROM DATE tt pV 6.4 N W r
S _
OF COMPLETION,AS EVIDENCED BY THE DATE OF THE FINAL GERTIFICATE,UNLE55 A LONGER PERIOD 15 GALLED FOR IN THE ghR�s
SECTIONS OF THE SPECIFICATIONS.
II. THE GENERAL.CONTRAGTOR SHALL BE RESPONSIBLE TO FILE ALL REQUIRED IN5PEGTION REPORT5,CONCRETE GYLINDER5
REPORTS,5TEEL AND MA50NRY AFFIDAVITS,MATERIAL TICKETS,ETC.A5 MAY BE REQUIRED FOR FINAL ACCEPTANCE BY THE LOCAL
MUNICIPALITY.
12. THE DRANIN65 AND 5PECIFIGATION5 ARE INSTRUMENTS OF SERVICE AND A5 SUCH REMAIN THE PROPERTY OF THE ARCHITECT
H ETHIER THE WORK FOR WHICH THEY ARE INTENDED 15 EXECUTED OR NOT. ANY USE OF THESE DOCUMENTS WITHOUT THE Vp wo
WRITTEN CDWD NT OF THE ARCHITECTS SHALL BE PROHIBITED.
14. THE GENERAL CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRKTION INCLUDING JOB AND 51TE
SAFETY AND►TO COMPLY WITH ALL APPLICABLE 05NA.STANDARDS. �- C, j �
15. THE GENERAL CONTRACTOR SHALL BE RE5PON5113LE TO SECURE ALL FERMIT5 A5 MAY BE REQUIRED BY THE MUNICIPALITY HAVINGQ c
JURISDICTION,ARRANGE FOR ALL REQUIREDIN5PEGTION5,OBTAIN ALL NECESSARY 516N-OFF5 AND FINAL LETTER OF COM I3tETION
AND/OR CERTIFICATE OF OCCUPANCY A5 MAY BE REQUIRED. 3 W Q e-
16. THE 5ERVIGE5 OF THE ARGHfTEGT5 DO NOT EXTEND TO OR INCLUDE THE REVIEW OR 51TE 005E RVATION OF THE GONTRAGTOR5 +J
WORK OR PERFORMANCE AND AS SUCH THE GENERAL CONTRACTOR A55UME5 ALL RESPONSIBILITY FOR THE MEANS AND METHODS UA O Z
OF CON5TRIXTION,FOR JOB SAFETY ON THE JOB5nF,AND PROTECTION OF THE 6ENBRAL PUBLIG AND ADJOINING PROPERTIES AND
UTILITIES AND THAT THESE RE5PON5IBILITIE-5 ARE INTENDED TO BE AND TO REMAIN 50LE I-Y TH05E OF THE GENERAL CONTRACTOR �Q � D � c Y
IT 15 FU RTI- R AGR®THAT THE 6ENEIZAL CONTRACTOR WILL DEFEND, INDEMNIFY AND HOLD HARM-E55 THE ARC 41TEGT AND
OWNER ENROL-1 ANY CLAIM OR SUIT WHAT50EVER, INGLUDIN6 THE ABOVE AND NOT LIMITED TO ALL PAYMENTS,EXPENSES OR G05T5 �o ~ (�
INVOLVED,ARISING FROM OR ALLEGED TO HAVE AR15EN FROM THE CONTRACTOR'S PERFORMANGE OR FAILURE OF THE --
GONTRAGTOR"5 WORK TO GONFORM TO THE DESIGN INTENT'AND THE GUML
ONTRAGT DOGNIT5. C 0
R. FRAMING WN®ER SHALL 13E G4ON5TRUGTION GRADE FIR,850 P51 IN EXTREME FIBER 5TRE55 FOR OWING Ob)HEMFIR FIR NO.2 _ o 0 co) QO
18. PROVIDE SOLID BLOCKING BETWEEN POSTS AND THEIR SUPPORTS. IF STRUCTURAL LOADS DOE5 NOT AL16N WITH 61RDER IN THE 5'1'7 6 � 40 W �`v�4G' X O Q
CL a w
CELLAR OR CRAWL SPACE,USE MIGROLAM IN THE FLOOR SYSTEM TO DISTRIBUTE LOAD.
r
iq. ALL STEEL GOL.UMN5,FLITCH P1 ATE 5 AND LOOSE LINTEL5 TO BE MANUFACTURED IN ACCORDANGE WIITi A5 T.M.STANDARDS AND
INSTALLED IN ACCORDANCE WITH A.1.5L.STANDARDS.
20. ALL GAS VENTS AND ELECTRICAL SERVICE WIRE5 4'-0"MIN.FROM ALL WINDOW AND DOOR OPENIN65
O
21. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER AS REQUIRED BY THE HEALTH DEPARTMENT,LOCAL BUILDING J
DE'ARTMENIT AND ALL OTHER A6ENGIE5 HAVING JURISDICTION.
22. ALL J065 WITHIN DE516NATED LAKES,RIVER BEDS,MARSH,5TREAM5,OR COASTAL BEACH WILL REQUIRE A BORING TEST HOLE,BY 501E -
MEGHANIC BEFORE ANY FOUNDATION WORK CAN START.RESULTS MUST BE REPORTED BACK TO THE ARCHITECT,TOWN AND LOCAL _
co
AUTHORITIES.
1-
23. THE ARGHITE-GT HA5 NOT BEEN RETAINED FOR THE OB16N OF ELEGTRICAL,HEATING AND VENTILATION 5Y5TEM5. U 0: m
W W 0.
24. ALL.ELECTRICAL WORK TO BE FIRE UNDERWRITER APPROVED.OUTLET AND FIXTURE TO NY5 CODE OiAPTER 33 TIM CHAPTER 42. Co (- Q
25. UP ALL DERRHS FROM THE.IDB SITE. REVISIONS '
li,2EH"LF_ IIS'�.1'�i gtrpj'
LSC N� ELECTRICAL 5%N50L5 �r �o N.Y.5 EMER&E 1GY �L ��55
EXISTING 2 X 4 5Ti1D5 ® ib"O.G. TO REMAIN 51NGLE POLE SWITCH 1^V DIMMER tDT AREA = V2� 1+0 ,
-!- EXISTING TO$E REMOVED SINGLE POLE 3-WAY SWITCH W DIMMER M&41' �� �''F I!K �'��� _ D 3 t.(v yP1' WINDOW TYPE,51ZE AND MANUFAGTURER CLEAR
4 2 OPENING
ler1 r•. ?6dp - ANDERSON TW3046 OR BETTER DOUBLE= HUNGE6RE% 33-7/8" WIDTH 25- 1/4m HEIGHT 71 T37 50. FT.
1
NEW EXTERIOR PARTITION -2 X 4 STUDS @ I6" O.G., sfu� DUPLEX OUTLET GROUND FAULT CIRCUIT INTERRUPTER -- -_-. -�^ G*w * G►3.G
VINYL SEDIN6,3/8 Rep INSUL. TYVEK, Y8" EXT. - ANDERSON GWI4 CASEMENT EGRESS 22- 5/16" WIDTH 43- I/8" HEIGHT 1.150. FT.
,
GRADE SHEATHING,R-13 IN5UL d Y1" 6YP. BD. DUPLEX OUTLET TO� I-fl'q`2 �FT
R 310.1 - SILL HEIGHT 44^MAX
'• - -' NEW POURED CONCRETE FOUNDATION 0 65 WATT REGE 55W H16H HAT FIXTURE R 310.1.3 - MIN.OPENING WIDTH= 20' L 2"
R 310.12 - MIN.OPENING HE16HT= 24" ( I
EXCEPTION MIN.NET OPENING 51ZE AT 6RADE LEVEL = 5 50.FT.CLEAR
®� 5MOKE DETEGTOR HARD WIRED 45ATTERY BAGK UP 65 WATT LIGHT FIXTURE MIN.HEI PERMITTED 1 RBS OPENING
51ZEFROB1
5.150.
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CARBON MONOXIDE DETEGTOR HARD WIRED Tftl EXTERIOR LIGHT FIXTURE SHALL BE SHIELDED 50 DIRECT GLARE WIN 4 , - DATE: AUGUST4,2016
CCO BATTERY BACK LP 4� DOES NOT PROJECT BEYOND THE PROPERTY LINE. - SHEET NO.
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LEFT SIDE ELEVATION
REAR ELEVATION SCALD: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
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RIGHT SIDE ELEVATION ----- -- -
______
R E A R ELEVATION SCALE: 1/4"a1'-0"
SCALE: 1/4"=1'-0" DATE: AUGUST 4,2016
SHEET NO.
X43
N.Y.5 EMERC ENCY EC RE55 z
W UJ
R 303 LIGHT 4 VENTILATION:
- NATURAL LIGHT &%FLOOR AREA TO WINDOW 6LA55 AREA R 0 IS HIMNEY GLEARANGE: TOR TNN HI M NRY WINDOW TYPE.51ZE AND MANUFACTURER CLEAR OPENING im z Z �
- NATURAL VENT 4% FLOOR AREA TO TOTAL WINDOW 6LA55 AREA R�311If 1 t EARANGE AIR SPACE FROM EX1ER SHEA 16 TOG MNEY A50
rn
I `T29�RLttbG
lR�\"�J WROTIBLE, - ANDERSON TW3046 OR BETTER DOUBLE HUNG EGRESS 33-1/8` WIDTH 25- I/4" HEIGHT 5T31 SQ. FT. Q Q
R 305 GEILIN6 HEIGHT: OR FLIGHTF1 1 1�. BFI EGHED TO CHIMNEY. L J m
tD
- R 305.1 MIN. CEILING HEIGHT REQUIREMENTS.1'-0" IN HABITABLE ROOMS - R 10015 ADDITION LOADS CHIMNEYS SHALL NOT BE SUPPORT LOAD OTHER THAN THEIR OWN - ANDERR50N GW14 GA5EMENT ECRE55 22- 5Ab" WIDTH 43- *" HEIGHT 73 50. FT. y %.A
W LiLi to
- MIN.BA5EMENT HEIGHT: 6'-8" MIN. b"-4" UNDER 61RDER5, DUCTS,ETC,. WE16K UNLE55 THEY ARE DESIGNED AND CONSTRUCTED TO SUPPORT THE ADDITIONAL LOAD. ^ N H = M
R 310.1 -SILL HEIGHT 441"MAX ,�" ,_ " r1 ♦ � :D0 UDR 310.1.3-MIN.OPENING WIDTH = 20' TSL `7 r co m
R 308.1 GLAZING: R 1003.10 FIRE PLACE HEARTH EXTEN51ON: R 310.12 -MIN.OPENING HEI6HT = 24" '
-EXCEPT A5 INDICATED IN SECTION R 308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS -DIMENSIONS: UP TO b 50. FT. OPENING HEARTH EXTEN51ON SHALL EXTEND AT LEAST ib" IN EXCEPTION MIN.NET OPENIN6 51ZE AT 6RADE LEVEL = 5 5Q.FT.CLEAR ARCHITECT
FRONT AND AT LEAST 8 BEYOND EACH 51DE OF OPENING R 310.1 -E6RE55 OPENIN6 51ZE = 5:150.FT.CLEAR
LOCATIONS AS DEFINED IN SECTION R 308.4 SHALL BE PROVIDED WITH A MANUFACTURERS -OVER b 50.FT.HEARTH EXTEN51ON 5GH SIDEHALL. EXTETID AT LEAST 20` IN FRONT AND AT LEAST 12" ON MIN.HEIGHT PERMITTED 118"FROM BOTTOM OF 2nd FLOOR WINDOW =
LABEL,DE-SI6NATIN6 THE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD EACH
WITH WH1GH IT COMPLIES, WHICH 15 VISIBLE IN THE FINAL INSTALLATION. THE LABEL SHALL BE `r _
AGID ETCHED,5ANDBLA5TED,CERAMIC-FIRED,EM5055FD MARK,OR SHALL BE OF A TYPE WHICH R 1004 FAGTORY BUILT FIRE PLAGE5:
SEAT_
ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. -
TESTED IN ACCORDANCE WITH UL 127 AND INSTALLED PER MANUFACTURERS SPEGIFIGATtONS. L ,
EXTERIOR AIR INTAKE FROM OUT5IDE OF BUILDING OR FROM 5PAGE5 WITHIN THE BUILDING OPETTI In
EXCEPTIONS: VENTED FROM OUTSIDE AIR CHA5E 5HALL BE FIRE STOPPED AT EACH FLOOR AND GEILIN6 LEVELS. '� 16
I. FOR OTHER THAN TEMPERED CLASS, LABELS MAY BE OMITTED PROVIDED THE CODE _
ENFORCEMENT OFFICIAL APPROVES THE USE OF A GE32TIFIGATI= AFFIDAVIT OR OTHER E-3&02 GROUND FAULT AND ARG-FAULT GIRGUIT INTERRUPTER PROTEGTION:
EVIDENCE GONFIRMIN&COMPLIANCE WITH THI5 CODE.
6
2. TEMPERED SPANDREL CL.A55 MAY BE IDENTIFIED BY THE MANUFACTURER WITH A -61=61 BATHROOM REGEPTAGLJ=S ALL 15 AND 20 AMP REGEE'TAGLL-5 SHALL BE GFGI
e:
REMOVABLE PAPER LABEL
TABLE 3.1 510IN6 5GHEDULE
4
R 311 EXITS: HEATHER-RE515TANT 510IN6 ATTACHMENT AND MINIMUM THICKNE-55
LL
- R 3113 EXIT DOOR SHABE MIN. OF 3'-0" X 6'-8' JOINT DESC.R1PTTON NUMBER of NAILS NAIL SPACING
CERTIFl TION N0. 4263
NAILIN6 c)rHEaT- R 322.4 EXTERIOR HALLWAY5 AND HABITABLE SPACE SHALL BE A MIN. 3'-0 WIDE ROOF FRAMING T'I'PE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS
- R 32.12 LANDINGS AT DOORS,MIN. 31-0 X 31-0 REQUIRED LANDING IF 3 OR MORE WATER WOOD OR FOAM
- R 311.43 LANDINGS AT DOOR SHALL HAVE BE A FLOOR OR LANDING AT EXTERIOR DOOR SHALL RAFTER TO TOP PLATE(TOE-NAIL®) (SEE TABLE.3.4A) PER RAFTER RESISTIVE WOOD PLA5TIG
CEILIN15 J015T TO TOP PLATE(TOE-NAILED) (5EE TABLE 3.4A) PER J015T NOMINAL BF1
BARRIER STRUCTURAL E�0ARD GYPSUM 5HEATHIN6 NUMBER OR
NOT BE LOWER THAN ifs THE TOP OF THE THRESHOLD.EXCEPTION EXTERIOR POOP,1355 ENTRY 8f4 MAX. GEILIN6 J015T TO PARALLEL RAFTER(PAGE-NAILED) (SEE TABLE 3AA) EACH TAP HIGKNE JOINT PAPER PANEL 5HEATHIN6 5HEATHIN6 INTO STUD DIRECT To SPACING OF t, ,
CEILING JOIST LAPS OVER PARIITION5(FACE-NAILED) (5EE TABLE-3-CIA) EACH LAP SIDINS MATERI (IN) TREATMEiNT REQUIRED 5HEAT14IN6 INTO STUD INTO STUD 5TU05 FASTENERS
COLLAR TIE TO RAFTER(FAGE-NAILID) (SEE TABLE'3bA) PER TIE
R 311.5.3 STAIR TREADS AND R15ER5: 13LOCKINI6 TO RAFTER(TOE--NAILEP) 2$0 : EAGH END 0.120 NAIL 0.120 NAIL 0.120 NAIL .120 NAIL NOT SAME A5
- R 31153.1 RISER HEIGHT: THE MAX.RISER HEIGHT SHALL BE 91114. THE RISER SHALL BE RIM 130ARD TO RAFItK(BSD-NAILED) 2-IGD . EACH END VINYL 5101NO 0.035 LAP YE-S 11/21, 2" 2" STAPLE ALLONED STUD 5PACINiS
MEASURED VERTICALLY BETWEEN LEADING EDGE-5 OF THE ADJACENT TREADS. THE GREATEST WALL FRAMING STAI'1 E 13/4" STAPLE 2 I/2" STARE 2 1/2"
R15ER W16K WITHIN ANY FLIGHT OIF 5TAIR5 SHALL NOT EXCEED THE SMALLEST BY MORE THAT 38 PER FOOT 0.120 NAIL 0.120 NAIL 0.120 NAIL 0.120 NAIL NOT AME A5STW
- R 3115.3.2.TREAD DEPTH: THE MIN. TREAD DEPTH SHALL BE 9".THE TREAD DEPTH SHALL BE TOP PLATE TO TOP PLATE(ONS( ACE-NANAILED) 2-16D� AL I ITIT T 0.014 LAP YE5 1 1/2" LONG- 2" LONG 2" LONG ALLOWED 5PAGIN6
MEASURED HORIZONTALLY BETYTd THE VERTICAL PLANES OF THE F4R>=MM05T PRDJEGTION OF TOP PLATE AT INTER,EGTIONS fFAGE-NAIL1�) 4-161 JOISTS EACH SIDE
ADJACENT TREADS AND AT A RICHT ANGLE TO THE TREA05 LEADING EDGE. THE GREATEST TREAD STUD TO STUD(PAGE(NAILED) 2160 24"OL.
HEADER TO HEADER(PAGE-NAILED) IGD 'y'O.G.ALONG ED6E5 ,�I� 0.120 NAIL 0120 NAI 0.120 NAIL 0.120 NAIL NOT
0.024 1�tP YES I 1/2 LONG 2 LONG 2' LONG ALLOWED
DEPTH WITHIN ANY FLIGHT OF STAIR5 5HALL NOT EXCEED THE 5MALL.E5T BY THAN V . Wim 0.120 NAIL o.2o NAIL 0.120 NAIL 0.120 NAIL 0.120 NAIL
TREADS SHALL HAVE A MIN. TREAD DEPTH OF IO" MEASURED A5 ABOVE AT A POINT 12" FROM THE TOP OR BOTTOM PLATE To STUD (SEE TABLE 35A) PER 2X4 57W HITT+
SIDE WHERE THE TREAD DEPTH OF 6" AT ANY POINT WITHIN ANY FLIGHT OF STAIRS, THE GREATEST 3-160 PER 2X6 STUD rr�aa A 0.014 LAP YE5 11/2" LONG 2 1/2" LONG 2 1/2" LONG 1 I/2" LONG
" 3 � 4-f6D P13Z 2X8 STUD ICK VENEER
WINDER TREAD DEPTH AT THE 12 WALK LINE SHALL NOT EXCEED THE SMALLEST BY MORE THAN /e. RETE 2 :SECTION YE5 SEE SECTION R703 AND FI6URE 8703.7
- R 3115.1 WIDTH: 5TAIRWAY5 SHALL NOT BE LE55 THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE BOTTOM PLATE TO FLOOR JOIST,BAND J015T, Va,� 2 IRT03
THE PERMITTED HANDRAIL HE16HT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS ENDJ015T OR BLOCKING(PAGE-NAILED) 2-Ibll PER FOOT
SHALL NOT PRO.EGT MORE THAN 45" ON EITHER SIDE OF THEFLOOR f�2AMiN6
STAIRWAY AND THE MIN. CLEAR STONE VENEER 2 X03°N ION YES, SEE SECTION M03 AND FIGURE R�To3
WIDTH OF THE STAIRWAY AT AND DELON THE HANDRAIL HEIGHT, INCLUDING TREADS AND HAR0T3OARD 6' PANEL ED
LANDINGS,SHALL NOT BE LESS THAtN 315" WHERE HANDRAIL5 ARE PROVIDED ON BOTH 51135 JOIST TO SILL,TOP PLATE OR 618131?(TOE-NAIL) 4-SD PER J015T
PANEL SIDING � " YE5 NOTE N NOTE N NOTE N NOTE N NOTE N 2" INTER SUP.
- R 3113 HALLWAY5: THE MIN. WIDTH OF A HALLWAY SHALL BE NOT LE55 THAN 3'-0 BLOCK 6 TO J 0 T(TOE-MILE) 2-81' N,' TIG
BLOCKING TO JOIST(TOE-NAILH�) 2-$D ' FJ�1GH END
- R 31152 HEADROOM: THE MIN. HEADROOM IN ALL PARTS OF INE 5TAIRWAY5 SHALL. NOT BE LE55 BLOGKIN6 TO SILL OR TOP PLATE(TOE-NAILM) 3-161 EACH BLOCK HARDBOARD SAME A5 STUD
THAN b'-8" LEDGER STRIP TO BEAM(FADED-NAIL® 3-16D. EACH J015T PANEL SIDING NOTE 0 YES NOTE 0 NOTE NOTE Q NOTE 0 NOTE Q SPACING 2"
JOIST ON LE>6I3Z TO BEAM(TOE-NAIfID) 3-8D• PER J015T HORIZONTAL PER BEARING
BAND J015T TO J015T 010-NAILED) 3-161 PER J015T CM FJZ-nGPROP LAP YE5 FACE NAILING
BAND J015T TO SILL OR TOP PLATT=(TOE-NAILED) 2-16D- PER FOOT UP
R 311.4 000R5: ROOF SFEATHIN6 SHIPLAP "AV LAP Y� FASTENER PENETRATION INTO STUD - 1 0.0111 NAIL- 6"WIDTH5, 1
NAIL - . .
- R 311.4.1 EXIT DOOR REQUIRED: NOT LE55 THAN ONE EXIT DOOR CONFORMING TO THI5 SECTION EVEL LAP YE5 5TAPLE-2 IN&8"HIDTFI ANC O
SHALL BE PROVIDED FOR FAGH DHELLIN6 UNIT.THE REQUIRED EXIT DOOR SHALL PROVIDE FOR STRUCTURAL PANE-5 SD (5EE TABLE 3b) OVER 2 NAI
PIA60NAL BOARD 5HEATHIN6 PER BEARING
DIRECT ACGE55 FROM THE HABITABLE PORTIONS OF THE DWBLINC TO THE EXTERIOR WITHOUT I'Xb'OR I'x 8' 2-SD• PER SUPPORT U)
REQUIRING TRAVEL THROUGH A GARAGE. ACGE55 TO HABITABLE LEVELS NOT HAVING AN EXIT IN I•Mo'OR"I"R 3 SD PER appoRT ,
AC(ORDANCE WITH THI5 SECTION 51HALL BE BY A RAMP IN ACCORDANCE WITH 5EGTION R311b GEILIN6 SHEATHING � W
OR A STAIRWAY IN ACCORDANCE HITH 5EGTION R3115 z
- R 311.42 DOOR TYPE AND 51ZE: THE REQUIRED EXIT DOOR SHALL BE A SIDE-HINGID DOOR NOT 6YP5UM WALLBOARD 5D COOLER5 (SFE TABLE 3.10) ui W N
LESS THAN 3'-0 IN WIDTH AND V-8" IN HEI6HT. OTHER DOOR5 SHALL NOT BE REQUIRED TOto
COMPLY WITH THESE MIN DIMENSIONS. TAM 5HFATHIN6 TABLE8301.5 OF THE RE5IDENTIAL CODE OF NEW YORK STATE
Q
- R 311.4.3 LANDING AT DOORS: TELE SHALL BE A FLOOR OR LANDING EACH 511E OF EACHLu
EXTERIOR DOOR. �FIBEFWARD PANELS rAeLt3.0 WALL SHFATHIN6I+TTAGHMENT REQUIREMENTS FOR WIND LOADS MIN. UNIFORM DISTRIBUTED LIVE LOADS _
8D: (5T3=TABLE 3.1U FASTEST MILE WIND SPEED
USE LIVE LOAD
EXCEPTION WHERE A 5TAIIRWAY OF TWO OR FB^ER RISERS 15 LOCATED ON THE EXTERIOR 1/168 bD. 3'E06E/6"FIRD
SIDE OF A DOOR,OTHER THAN THE REQUIRED EXIT DOOR, A LANDING 15 NOT GYPSUM WALLBOARD 5D COOLERS 7'L3DFiE 10'FEW 5T'RUGTUREQUIRED FOR 25/32• 8D 3.1376E/6'PIED 40 110 120 Z "
ATTICS WITH LIT41T®STORAGE 20 PSF co� v = Z
` / R E SFEATHIN6
TIE EXTERIOR 51DE OF THE DOOR. .HARDBOARD SD (5EE TABLE 3.11)
OR I FI 51DINC ATTICS WITH OUT STORAGE 10 P5F 0
'PARTICLEBOARD PANELS 8D (SET=MANUFAG11X2ER)
THE FLOOR OR LANDING,AT THE UGIT DOOR REQUIRED BY SECTION 8311.4.1 SHALL NOT BE �DIA60NAL BOARD SHEATHING E F E F E F E F
I'Xb'OR I'X8' 2-81 PER SUPPORT 5HEATHIN6 LOCATION STUD 5PA61% MAX.NAIL 5PAGIN6 FOR 8D `FO P5F �" W Q
MORE THAN IS" LOWER THAN THE TOP OF THE THRESHOLD. T14E FLOOR OR LANDING AT 1'x IO'OR WIDER 3-80 PER SUPPORT OR O.G GO NAILS IN o.c („� J
' EXTERIOR BALCONIES W 0 �. O
EXTERIOR DOORS OTHER THAN THE EXIT DOOR REQUIRED BY SECTION 8311.4.1 SHALL NOT 60 P5F
BE REQUIRED TO COMPLY WITH TH15 REQUIREMENT BUT SHALL HAVE A RI5E NO GREATER FLOOR SFEATHIN6 4 iP6E ZONE 6 12 b 12 6 12 6 12 FIRE ESCAPES 40 P5F "a CL
THAN THAT PERMITTED IN SECTION 831153f2 24 6 12 6 12 6 12 6 12
STRUCTURAL PANELSo o ca co
I'OR LESS 8D 6' INTERIOR ZONE b 12 6 2 6 112 6 2 b i 2 b 2 6 112 � �AND HAtJDRPdIa 200 P5F �/ Q
EDGE/12'PIED
EXCEPTION THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 8% 6RFATER THAN I' Io1, 6.1376E/b"FIELD 24 6 L2 6 12 6 12 6 12 6UARDRAIL5 IN C FILL. 412ENT5
(L �. t
BELOW THE TOP OF THE THRESHOLD,PROVIDED THEEXTERIOR DDDR,OTHER THAN AN IOR DIA60NIAL BOARD SfiEATHINI6 � 50 P5F Lu TAP SIDING Pp558�VEHICLE 6ARA6)=-5
STORM OR SCREEN DOOR DOES NOT 5WIN6 OVER THE LANDIN6. 1"W''OR 1'X8' 2-81 PER 5LIPPORr
1'X10'OR WIDER 3-81 PER SI�PORT 9HEATHIN6 51ZE STWN O G I MIN. NI QED GOM N 50 P51F
11 - rwlt.s t'1.ic S�Putc' ROO 5 OTHER THAN 5LEEPIROOMS 40 P5F
R 311.5.0.1 HEIGHT: - 3 3 3 3 NL6
5IEET'IN6 ROOMS 30 P517
- HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANT=ADJOINING THIS
&NAIL 5PACM AT PAIS WeE5(ITU
N051N6,OR FINISHED SURFACE OR RAMP SLOPE,SHALL BE NOT LE55 THAN 34' AND NOT MORE r-NAIL SPACM AT SATE RPPOM IN TIC PANT MM Mj STAIRS
40 P5F ~
0
THAN 380 -�
RAFTER TO STUD SIMPSON CONNECTOR
R 311.5:f ILLUMINATION: MODEL # H2 EA. 16' OIG ON CENTER ;
J
R 311.4 QW IR5 SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R303.b co
WHEN NOT ALIGNED WITH RAFTER,
N
R 311.5b HANDRAIL5: ROOF FRAMING 2 x 4 CRIPPLE CONNECT KING 5TW5 TO TOP PLATE, �,j p:
DOUBLE TOP PLATE WRAP 6520 5TRAPPING(20 6A:U6E) T�R".I w d IL
Q
- HANDRAIL5 SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS .STUDS Ib' O.G. TOP PLATE;AND NAIL AlJ..OWPEI.E D6�LGTION OF STRUCTURAL_
OR FLIGHT WITH FOUR OR MORE RISERS
rA151E R3012�JJ STRUCTURAL MEMBER ALLOWABLE REVISIONS
� WALL_HRAGING ADJU5T1�1T FACTOR BY 1ZOOF D1_FL.#`GTION
R 311.5.5 STAIRWAY WALKING SURFACE: :� NO ��qs��. t, QPFT
RAFTER,HAVIIJ6 SLdF'E5 GREATER
- THE WALKING SURFACE GE= TREADS AND IANDIN65 OF STAIRWAYS SHALL BE SLOPED No
HEADER
FOR
/LOQ TFlpad 3/12 WITH NO F1t�p5167 GEILIN6 ego
STEEPER THAN ONE UNIT VERTICAL IN 48' HORIZONTALDEAD
WALL SUPPORTING ATTACHED TO RAFTERS
EXTERIOR DOOR. 15 P5F OR 25 P5F
R x05.2 i UNDERLAYMENT APPLICATION: 2 X 4 STUD I6`O.G. LE55 ICOR�AW PAR'TTTION5 HAW
- FOR ROOF SLOPES FROM TWO UMUT5 VERTICAL IN 12 UNITS HORIZONTAL (Cf% 5LOPE), UP TO MED OPENI
FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (3355 5L01'E�,UNDERLAYMENT SHALL BE TWO STRAI'PINC TO RUN ONTO RIM EXTERIOR ROOF ONLY ILO 1.2 FLOORS AND��'��ILINICf� L/36o
J015T AND WRAP UNDER MID 511. AT ALL OTHER 5TRXTURAf- 5 L/240`�
LAYERS APPLIED IN THE FOLLOWING MANNER APPLY A Iq STRIP OF UNDERLAYMENT FELT
L
FOUNDATION (ONE 5TORY) OR O ROOF PLUS 1.0 1.1 H/360
PARALLEL WITH AND STARTING TMT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. 1=xTr�loR WALLS NTH PLAST>=R
STARTING THE EAVES,APPLY 36" WIDE SHEETS OF IR�DERLAYMENT,OVERLAPPING SUGGE551Vf STUD AT HALL BELOW 01,10 5T Y) 6520 5TRAPPIN6(20 6A W COIL ONE STORY OR sTU;co FiN15IE5
SHEETS Iii" AND FASTENED SUFFICIENTLY TO BOLD IN E'I.AGE. FOR ROOF SLOPES OF FOUR UNITSd. 5TOGK TO BEA MIN OF 12"ON
FOR sI,I Palry PER Poor 000.0.kPa. EXTERIOR WALLS-WIND LOAD& 1./240
VERTICAL IN 2 UNITS HORIZONTAL (33`5 SLOPE) OR GREATER, UNDERLAYMENT SHALL 133 ONE FRAMING MIN. NAILING A5 PER A �► ��+SHALL» + - WITH BRITTLE FIN151�5
LAYER APPLIED IN THE FOLLOWING MANNER?. UNDE_RLAYMENT 5HALL BE APPLIED 5HINOLE TABLE 3.48 WFGM 2001
EXTERIOR WALL-WIND LAADSA L/120
FASHION PARALLEL TO AND 5TAIRTIN6 FROM THE FAVE-5 AND LAPPED 2" END LAPS SHALL BE NO SPECIAL UPLIFT WITH FLEXIBLE FIN15FE5
OFFSET BY 6-0 CONNC-GTOR5 REQUIRED NOM L15PAN L NM.H=5PAN W6W
IN THIS AREA
R x05.2.1.1 TGE SHIELD PROTEGTION: TM
A THE MW LOAD SHAM eE Pf32h1 rw TO f3E TAKEN AS 0.i
THE GOMPIOt•8tT AND GLIIDDM6 LOADS FORTHE PURP05E OF
ICE 5HIFLD TO EXTEND FROM ROOF EDGE TO A POINT NO LE55 THAN 24" INSIDE OF THE "f mIEWINNS DEFKTION LIMTS HEREIN.
EXTERIOR WALL LINE. W-APM k7AP �pN ; a �7W��L sluu L 0.I=TAacEN As Tti�cE TrIE
C.POR ALUMINUM STRUCTURAL M4ff43ERS OF PANELS U-SW IN PMMDATE: AUGUST 4,2016
OR WADS OF SUNFOOMi ADDITIONS oR PA-no CONET;i.NOT
5UPPMnNS EDGE OF&LASS 0R SANDWICH PANELS,TW SHEET NO.
TOTAL LOAD DEFLECTION SHALL Nor EXGE ,L/60.FOR
SANDWHICH PANELS USED IN ROOFS OR KV LS OF SUNR00M
ADDITIONS OR PAW COVERS,TIE TOTAL LOAD DEFLECTION
SHALL NOT EXCEED LA20.
A4
z
w Lu
Lo
00 NAILS A5 PER TABLE 3.6A 4 - z � rn
lU5E 14" X 20 6A6E 5TEEL wap
STRAP PROVIDE MIN. I" 5PAGE 3 LU W W
TO FIRST NAIL O o = 0 m
6E CID10co co
2 X 12 NAILER BOARD 80 NAIL5 A5 PER TABLE 3.6A 4 ARCHITECT
` U5E 14" X 20 CAGE STEEL
STRAP
4 SE
RAS=TER STRAP LENGTH RAFTER UZZ
RIDGE GUT IN FIELD ,
!'...k ,Z► ;o Vii, � •r• �!
cp !�
DE51 CNED IN ACCORDANCE CERTIFI TION N0. 4263
4-IOD NAIL5 TO J015T DE51&NED IN ACCORDANCE WITH TABLE 3.4 HGFM 2001
6-16D NAIL5 TO NAILER
HITH TABLE 3.6A HGFM 2001
NAILER BOARD A5 NOTED LAG
BOLTED TO RIM J015T RIDGE TO RAFTER CONNECTION
NAILER BOARD TO RAFTER STRAP CONNECTION
51MP50N #HU528
2 X 6 J015T 16" O.G.
J015T HANGER DTA I
RAFTER TO 51UP 51MP50N CONNECTOR
MODEL # H2Ae EA. 16" O/C ON CENTER
RAFTER
WHEN NOT ALIGNED HITH RAFTER,
ROOF FRAMING 2 x 4 CRIPPLE GONNEGT KING 5TU05 TO TOP PLATE,
DOUBLE TOP PLATE 5TU05 W, O.G. 51MP50N CONNECTOR MODEL # 1-12A EA.
16" /G ON CENTER f 5) SD NAIL5
DOUBLE }
A - TOP PLATE
F—
HEADER W
I/2" GYPSUM BOARD 51MP50N STRONG TIE RAFTER �
GONNEGTION MODEL # H2A Z
2 X 4 STUD 16" OL. uj W N
2-160 GOMMON NAIL5
MED OPENI STUD
® 16" O.C. VERT. STRAPPING TO RUN ONTO RIM R EXTERIOR R W a
(ENTIRE HE16HT OF HALL) JOIST AND HRAP UNDER MUD SI AT J Z }.
FOUNDATION (ONE STORY) ORO O < L 0 Z
3" X 3" X G520 STRAPPIN
� " STEEL PLATE 51MPSON STUD AT WALL BELOW (TWO 5T Y) RAFTER TO STUD STRAP CONNECTION ® C� 0
STRAPPING (20 6AU6E) COIL Q U
Lu
510E HALL PLATE MODEL # LBP5 5/8 STOCK TO BE A MIN. OF 12 ON V C7 J =
GIRDER (A5 NOTED ON PLAN5) FRAMING MIN. NAILING A5 PER W O O F--
TABLE 3.45 HFGM 2001 "-
EXTERIOR SHEATHING m 51MP50N 5TRONG-TIE BEARING PLATE 0 Q . O
(LBP5 5/8) NO SPECIAL UPLIFT w a :�s V. Q
CORNER P05T DETAIL BASE PLATE ® EA. ANCHOR BOLT TO GONN5 AREATOR5 REQUIRED
IN TH15 AREA �
FOUNDATION
HEADER STRAP CONNECTION o
BA5E PLATE DETAIL
J
J
m
4X4 AGO P05T ~
. i5 aC a
�� (6) 8D NAIL5 a � a Q
5EE TABLE 3.46 PROVIDE AT I6 O.G. 5IMP50N P05T ANGHOR
AROUND BUILDING , GUT TO LENGTH 8D NAIL5 A5 PER TABLEREVISIONS
MODEL #PB44 (6)160 COMMON
IN FIELD 5EE TABLE 3.413 4 U5E °
,o o GALV. NAIL5 s.qsis Mix oppr
fY4 " X 20 DACE 5TEEL 5TRAP °
5TUD C IRDER AS NO
ON PLAN5 °
a
AGO SILL PLATE a . a . °° 51MP50N STRONG-TIE a a d
MODEL #H6
4X4 AGO P05T
a ((g) SD NAIL5
2" MIN. � �
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GONG. FOOTING DE516NED IN ACCORDANCE POST TO 61 RDER
HITH TABLE 3.4B HGFM 2001 POST TO FOOTING DETAIL
DATE: AUGUST 4,2016
SHEET NO.
5TUD TO 51LL STRAP GONNEGTION
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