HomeMy WebLinkAbout36402-ZTown of Southold Annex
54375 Main Road
Southold, New York 11971
6/6/2011
CERTIFICATE OF OCCUPANCY
No: 34982
Date:
6/6/2011
THIS CERTIFIES thatthe buriding
Location of Property:
SCTM#: 473889
Subdivision:
RESIDENTIAL ALTERATION
195 YOUNGS AVE SOUTHOLD,N.Y. 11971,
Sec/Block/Lot: 61.-4-38.1
Fried Map No.
Lot No.
filed in this officed dated
36402 dated 5/19/2011
conforms substantially to the Application for Building Permit heretofore
5/19/2011 pursuant to which Building Permit No.
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:
alterations and additions, including second floor deck and covered porches, to an existing one family dwelling as applied
for.
The certificate is issued to
Fredriksson, Jim & Fredriksson, Elaine
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 11/22/10
34171 11/29/10
Dj,pizio Plumbing & ~Ieating
t ~h/~e~gna[gtte
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 36402
Date: 5119/2011
Permission is hereby granted to:
JIM & ELAINE FREDRIKSSON
195 YOUNGS AVENUE
SOUTHOLD, N.Y. 11971
To:
30'X50' ADDITION WITH REAR PORCH AND ALTERATIONS TO EXISTING SINGLE
FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED BUILDING PERMIT# 34171
At premises located at:
195 YOUNGS AVE SOUTHOLD,N.Y.11971
SCTM # 473889
Sec/Block/Lot # 61.-4-38.1
Pursuant to application dated
To expire on 11/19/2012.
Fees:
5/19/2011
and approved by the Building Inspector.
PERMIT RENEWAL
Total:
$759.20
$759.2O
Building Inspector
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUII~)ING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 34171 Z
Date SEPTEMBER 18, 2008
Permission is hereby granted to:
JIM & ELAINE FREDRIKSSON
195 YOUNGS AVE
SOUTHOLD,NY 11971
for :
30'X50' ADDITION WITH REAR PORCH AND ALTERATIONS TO
EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.
at premises located at
195 YOUNGS AVE SOUTHOLD
County Tax Map No. 473889 Section 061 Block 0004
Lot No. 038.001
pursuant to application dated AUGUST 27, 2008 and approved by the
Buildin9 Inspector to expire on MARCH
Fee $ 1,518.40
ORIGINAL
Rev. 5/8/02
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT IIr~)l qll l
TOWN HALL765-1802
APPLICATION FOR CERTIFICATE OF OCCUP5NC¥
This application must be filled in by ~pewriter or ink and submi~ed to the Building Depadment ~v~;i:g: _
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 completcd site plan requirelnents.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction:
Old or Pre-existing Building:
(check one)
Location of Properg::
House No. Street
Owner or Owners of Property: ,.~ I k4 ada~
Suffolk County Tax Map No 1000, Section ~ I
Subdivision
Permit No. 3(~o~f(O 2--~
Health Dept. Approval:
DateofPermit. ~ lff[2t)~l
~C~ LL~ ~SOg~
Hamlet
Block
Filed Map. Lot:
Applicant: 31~4
Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate
Fee Submitted: $
Final Certificate:
Applicant Signature
Town 1 tall Annex
5[375 Mare Road
ILO. Box 1179
Telephone (631) 765-1802
Fax (631) 763-9502
ro.qer.fichert~,town southo d ny.us
BI 7ILDING I)EPARTMENT
TOWN OF $OUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
ssued To: J & E Fredriksson
~,ddress: 195 Youngs Ave City: Southold St: NY Zip: 11971
3uilding Permit#: 34171 Section: Block: Lot:
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
3ontractor: John Ludeman DBA: License No:
SITE DETAILS
Office Use Only
Residential ~ Indoor ~ Basement ~ Service Only ~
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 3 ph Hot Water GFCI Recpt
Main Panel NC Condenser Single Recpt
Sub Panel A/C Blower Range Recpt
Transformer Appliances Dryer Recpt
Disconnect Switches Twist Lock
Other Equipment: 200a underground service, 2-exhaust fans, elec oven
Ceiling Fixtures ~]
Wall Fixtures ~
Recessed Fixtures ~ CO Detectors
Fluorescent Fixture ~ Pumps
Emergency Fixtures[~I Time Clocks
Exit Fixtures [~l TVSS
HID Fixtures
Smoke Detectors
Notes;
Inspector Signature:
Date: Nov 29 2010
81-Cert Electrical Compliance Form
Town ltall Annex
:54375 Main Road
P.O. Box 1179
Soultmld, New Yot~ ! 1971-0~59
Telephone (63t) 7654802
Fax (63 ! )
BUILDING DEPARTMF.2~C
TOWN OI~ 80UT~OLn
_CERTIFICATION
Building Permit No. _ ~4~ ell -~ I
(Please print)
(Pice'prat)
lead. I certify that the solder used in the water supply system contains lessthan 2/10 Of 1%
8worn to before me this ~ ~
'dayof_~X)~m.~q, 20 ] 0
Notary Public, .~' LoL~-~-~ County
CONNIE D. BUNCH
Notary pffallc, 8tare of New Yo~
No. 01BU6185050
Qualified In Suffolk County
Commiulon Expires April 14, 2J~LU'~.
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[/~]] :O0:NNDDAA~:oONN :SN~ [[ ]] :ONUsuGLHA~iL~NG'
[ ]FRAMING / STRAPPING [
[ ]FIREPLACE & CHIMNEY [
[ ]FIRE RESISTANT CONSTRUCTION [
] FINAL
] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
REMARKS:
TOWN OF SOUTHOLD BUILDING DEPT.
765-t 802
INSPECTION
FOUNDATION 1ST
[/~FOUNDATION 2ND
[ ] FRAMING / STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUCTION [
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
REMARKS:
DATE
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ],,~I;IOUGH PLBG.
[ ]FOUNDAT~i~~ ]INSULATION
[ ]FRAMING~S~ [ ]FINAL
[ ] FIREPLACE*&-CI'IIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [I/FIRE RESISTANT PENETRATION
DATE
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION 1ST
FOUNDATION 2ND
FRAMING / STRAPPING
FIREPLACE & CHIMNEY
FIRE RESISTANT CO~
REMARKS:
[//]'~ROUGH PLBG.
INSULATION
FINAL
FIRE SAFETY INSPECTION
FIRE RESISTANT PENETRA'TION
DATE
INSPECTOR ~r]'~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION 1ST [ ] ROUGH PLBG.
FOUNDATION 2ND [ ] INSULATION
FRAMING / STRAPPING [ ] FINAL
FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
~.~ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REM~KS:__ __
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [~II~U~LATION
FRAMING / STRAPPING [ ] FINAL
FIREPLACE & CHIMNEY [ ] FIRE SA,-.., ~' INSPECTION
] F"m "~b'TjNlr CONSTROCnO. [ ] F~RE #E~ST~n' P~NLm~TIO.
/
DATE
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION 1ST [ ] ROUGH PLBG.
FOUNDATION 2ND [ ] IN~,~UC~TION
FRAMING / STRAPPING [,/~FINAL
FIREPLACE & CHIMNEY [ ] FIRE SAf..~ ~' INSPECTION
mE ~co.s'm~ [ 1 F~.E.ES~'A.T Pr:.ETRAI~
REMARKS:~
DATE
INSPECTOR./~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 1ST
FOUNDATION 2ND
] FRAMING / STRAPPING
] FIREPLACE & CHIMNEY
[ [ ] ROUGH PLBG.
[ [ ] IN./.fUL'~ON
[ [,~INAL
[ [ ] FIRE SAr,. ~ Y' INSPECTION
[ ]FmERESb'TANTCOmT.UCT.~ [ ]F~RERESlSTANT~ETRATlml
REMARKS: ~'-~--~ ~
DATE
INSPECTOR~
FOUNDATION (2ND)
ROUGE[ FRA1VIING &
STAT~ ~GY CODE
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork.net
Approved
Disapproved aJc
Expiration r~\% ,20%~)
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey_
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Storm-Water Assessment Form
Contact:
Mail to:
Phone: ~51~- ~P~GQ- ~'~/V
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date
INSTRUCTIONS
2-'7 , 20 o g
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, t}ou~ing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections. '---~ ~
(gignature of applicant or name, if a corporation)
/°V 1107}
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Nameofownerofpremises ,)l~ cf ~f~[6iF)~._
(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 ~ / Block /45
Subdivision ~ Filed Map No.
Lot 3g, /
Lot
State existing use and occupancy of premises and intended use and occupancy of proposed coristruction:
a. Existing use and occupancy //o-~.(/£~, //~--'-J' .
b. Intended use and occupancy
Nature of work (check which applicable): New Building
Repair Removal Demolition
4. Estimated Cost
5. If dwelling, number of dwelling units
If garage, number of cars
Fee ·
Addition ~ Alteration
Other Work
(Description)
(To be paid on filing this application)
Number of dwelling units on each floor --
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. "
7. Dimensions of existing structures, if any: Front ~---~ Rear .2.
Height ~ r Number of Stories
Dimensions of same structure with alterations or additions: Front ,.~
Depth d- ~ Height Y3 / Number of Stories
8. Dimensions of entire new construction: Front '"' Rear I3epth:~
Height Number of Stories
9. Size oflot: Front 7 q. Rear .-~ql, lq~' 30?~3epth
/(~3 Name of Former Owner /~,
Date
of
Purchase
11. Zone or use district in which premises are situated ,12-
12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO ~'
13. Will lot be re-graded? YES NO ~,~ Will excess fill be removed from premises? YES ~ NO
14. NamesofOwnerofpremisesC£,~'d.]:[94:~¥1't/t---q-~ddress t~,t-2'buP,~-r~le PhoneNo. o'-/&
Name of Architect//L,~ J'//t'JKp6~7-~ Address a'-4¥~.C,/d,'>t,~'/l-t9 Phone No
Name of Contractor Address z Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * 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.
NO )<
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
,/17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES__ NO /
· IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
~, /:~/9.'~"-~fliJ<d_~'r'~)~' being duly sworn, deposes and says that (s)he is the applicant
(Name of individual si~ing contract) above named,
(S)ne
is
the
~0.01~$1~050
(Contractor, Agent, Co¢orate ~ficer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Swg.,rn~to before me this
_)'-~_ day of ~t~ 20_/9
Notary Public
/ ~ Signatur[ of Applicant
/~o~-~/'-V'-$~./ TOwN OF SOUTHOLD OPERTY RECORD CARD
RES. ~/~,
LAND
IMP.
VILLAGE
VL. FARM'4 COMM.
TOTAL DATE REMARKS
DISTRICT SUB.
TYPE OF BUILDING
LOT
AGE
· 6-~d 0
NEW NORMAL
Farm Acre Value Per Acre Value
Tillable 1
Tillable 2
Tillable 3
Woodland
Swampland
Brushland
House Plot
~' d' 0
Breezewa,
Garage
Foundation
Basement
Ext. Walls
Fire Place
Bath
Floors
Interior Finish
He~ ~-
Porch Attic
~/' Porch Rooms 1st Floor
Patio Rooms 2nd Floor
Driveway
i~./T~)WN OF SO~OLD ~ BCe liD CAI~D
~ ~ I~ ~ ' ' ~ "J ~ N ~ ' ~ E ' ACREAGE
LAND
Weodla-~d
SEAS. (~ VL. FA~d Il COMM~:
IMP. TOTAL DATE REMARKS
NORMAL
Ac re
BELOW
Value Per Acre
61.=4=38.1 2/08
61.-4-38.1 2/08
~'/?
Foundation
Basement
Ext. Walls
Fire Place
Patio
Driveway
Porch
Porch
Bath '~' /
Floors
Interior Finish ~
Heat
Attic
Rooms ]st
Rooms 2nd Flor
Foundation
Basement
~xt. Walls
Bath
Floors
Interior Finish
61.-4-38.1 2/08
/?
FoUndation
Basement
Ext. Walls
Bath
' Floors
Interior
Town of Southold
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
PROPERTY LOCATION: S.C,T.M. #:
District Section Block Lot
THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
8TeRM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PI.AM
CERTIFIED BY A DESIGN P~orESSIONAL IN THE STATE OF NEW
Item Number:
1
2
3
4
5
6
7
8
9
(NOTE: A Check Mark (~') for each Question is Required for a Complete Application)
Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site?
(This item will include all mn-off created by site clearing and/or conslmcfion activities as well as all Site
Improvements and the permanent creation of impervious sudaces.)
Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location?
This item shall include all Proposed Grade Changes and Slopes Con ro Ing Surface WaterFIow!_.~"&-~/~.._...~.~
Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural
Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel?
Will this Apptication Require Land Disturbing Activities Encompassing an Area in Excess of
F ve Thousand (5,000) Square Feet of Ground Sudace?
Is there a Natural Water Course Running through the Site?
is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach?
Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Ver[ical Rise to
One Hundred (100') of Horizontal Distance?
Will Driveways, Parking Areas or other Impervious Sudaces be Sloped to Direct Stom~-Water Run-Off
nto and/or in the direction of a Town right-of-way?
Wilt this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of
any item Within the Town Right-of-Way or Road Shoulder Area?
(This item will NOT include the Installation of Driveway Aprons.)
Will this Project Require Site Preparation within the One Hundred (100) Year Floodp a n o any Watercourse?
Yes No
NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm.Water, Grading,
Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl
EXEMPTION:
Does this project meet the minimum standards for classification as an Agricultural Project?
Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl
STATE OF NEV¢ YORK,
COl INTY OF ........................................... SS
Yes No
That I ................................................................................. being duly sworn, deposes tutti says tliat hc/slic is the applicant for Permih
(Name of individual signing Documenl) ~1~i~ ~. ~NCH
~ ~ 01~61~
,
Owner and/or reFresenmfive
m~e ~d file this application; d~at ~I s~mmenU contained in ~is appficafion are mm m the best o[his ~owledge and beliefi ~d
d~al ~e work will be performed in Ore m~ner set forth in ~e application filed herewith,
Sworn Io before me
No~,'y eubfic: ............. : .................................... ~..~ ...................... Z~""~ ........ ~ ....
~ (Signature of ~pli~nt)
FORM - 06/07
Town [-hll Annex
54375 Ma/n Road
P.O. Box 1179
Southold, NY 11971.-0959
Telephone (631) 765-1802
BUH .r~tNO DEPARTMENT
TOWN OF 8OUTHOI',n
APPLICATION FOR I:LI:CTRICAL INSPECTIOH
BY:
Company Name:
Date:
NO.:
Phone No.:
*Name:
*Address:
*Cross Street:
*Phone No.:
Permit No.:
Tax Map District:
JOBSITE INFORMATION: ( nd~cates required information)
· ! ·
1000 Section: ~, I Block:
*BRIEF DESCRIPTION OF WORK (Please Print Cleady)
(Please Circle Ail That Apply)
*Is. job ready for inspection:
~Do you need a Temp Certificate:
Temp Information (If needed},
*Service Size: 1 Phase 3Phase
*New Service: Re-connect
Additional InfOrmation:
(~NO ~ Final
YES / NO
100 150 200 300 350 400 Other
Underground Number of Meters Change of Service Overhead
.PAYMENT DUE WITH APPLICATIOH
· 82-Request for Inspection Fom]
'l'lmn Itall A]mcx
51375 Mare l{oad
P.O. Box 1179
Soulhold, NY 11971-1)9,59
Tclcl~honc (6:11) 76,;-1802
I, ax (631) 765-9502
January 26*h, 2011
,lim & Elaine Fredriksson
P.O. Box 1906
5outhold, N.Y. 11971
1½[III,1)IN(; DEPAIITM I':NT
TOWN OF $OUTItOLD
FIRST NOT~¢E
RE: 195 ¥oung's Avenue (REAR PORCH Al)bi ~ iON)
SCTM: #1000-61.-4-38.1
Dear Mr. & Mrs. Fredriksson,
Please be advised that your Building Permit # 34171 issued April September 18th,
2008 has expired. According to the Code of the Town of 5outhold, a Certificate of
Occupancy must be issued before use of the structure.
To renew your Building Permit, please submit a fee of $1518.40; at that time, we
can schedule an inspection by one of our Building Inspectors.
If you have any questions, please call us at 765-1802.
Respectfully,
SOUTHOLD TOWN BUILDING DEPT.
Southold Town Building Department
54375 Main Road
Southoid, New York 11971
(631) 765-1802
Parcel ID: 61.-4-38.1
Permit #: 34171
Permit Date: 9/18/2008
Expiration Date: 3/18/2010
BUILDING PERMIT RENEWAL LETTER
FINAL NOTICE
Applicant:
Location:
Work Description:
Dated: 2/17/2011
JIM & ELAINE FREDRIKSSON
195 YOUNGS AVE SOUTHOLD
RESIDENTIAL ALTERATION
30'X50' ADDITION WITH REAR PORCH AND ALTERATIONS TO EXIST1NG SINGLE
FAMILY DWELL1NG AS APPLIED FOR.
A FEE OF $1518.40 IS REQUIRED TO RENEW THIS BUILDiNG PERMIT.
SOUTHOL, NY 11971
Owner:
Address:
JIM & ELAINE FREDRIKSSON
195 YOUNGS AVE
The permit listed above has expired. Please contact our office as soon as possible to begin the renewal
process. All work on the project must stop on the expiration date.
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold. New York 11971-0959
Telephone (631 ) 765-1802
Fax (631) 765-9502
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
May 23, 2011
Jim & Elaine Fredricksson
PO Box 1906
Southold, NY 11971
RE: 195 Youngs Ave, Southold
TWO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
~ Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of 50.00.
Final Health Department Approval.
Plumbers Solder Certificate, (All permits involving plumbing after 4/1184)
__ Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval.
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
BUILDING PERMIT: 36402-Z addition and alterations
IUILDING PERMIT EXAMINER CIIECKLIST *Date Submitted:K~//O~7 *Date Revie,ved:?/3~5
krchitect/Engineer: _'~-7co,._ \:~,c~ ~' i~>¢ /
ICTM# 1~000~ __~Q_?_ (-4 _ ~z.~. ~ Subdivision:
Estimated Cost:
Zone: ~3 ~ Conformi~g?~
}ui[din~ Permits (Open/Expired): BPlan-Z/C/0 Z-q~, Info:
IP~Z ,' C,O Z- , Infix: ~ B-~'
llngle & Separate Search Reqnired? Y o~Determination:
~Q. Height ~ . ACT. H~~
'roject I)escripfion: ~i ~f~
~aterh'ont? Y ~
f yes, water I)otly: .... Panel#
Flood Zone:
llulld~ead/Blu ff Distance:
kDDITIONAI, APPI(OVAI~S REQUII>,ED
luffolk (Tmmiv Ilealth: Y oI N - lf.,,'es, *Bed#: *Date: _/.__/__ 'q'ermilff: _ _ Town Se
- If uo, certification required: h' or N Rcceived: h' oi N By: _ _
~S DE(~: I'}~t,-~(._'~'t~ 5' (:J~[)alc: / / Permit #: .... o~ N,1 1,eller- No(es:
~outhohl Trttslces: ¥ o1~ I}a~e: / / ~ Permil O: ot NJ Letter-- Nolcs: _
~outhohl 7BA: Ytn(~ l)atc: / _/
gouthohl P[alming: Y o~(~ Dale: / /
town l,:mdmark (£ of A: Y u~TE: /
Notes:
Permit #:
Permit #:
/
- Notes:
*NYS CODE Coinpliance (page 2): 5; o~ N
Foundafi(m
First
Second Floor:
Other:
Total:
Calculation:
SF
2.(¸
+ Initial Fec:
+ Additional Fee ~ ..... ):
SF) C _ SD= SFX$
+ Initial Fee:
4 Additional Fee ( 0:
NEW YORI( STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRiTERIA:
45 '/ Wind Speed:,120MPH V/ Selsnflc Design Category'
USB/O CCUPANCY CLASSIFICATION: ,CO?&
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION: ~k~)-~)
DESIGN CRITE1MA: ENG1NEERED/PRESCRII FlY
FULL FRAivlING DESIGN ELEMENTS: ~)/N
IIEADERS: 0/N ,VALL sTUDS: (~
CEIL, lNG JOISTS: ~ FLOOR
· ? G [LA.D E: ~l/bl
LUB{BER SPECIES AND
DESIGN LOAD CALCULATIONS.~/N
WllqTDO\V Ad'x,q) DOOR 8CHED[ ~E:
MI~SLE
TES!' ~I~UI~EMENTS: ~N
EGRESS 5.7 ~.)F.: ~N
¥ltNT 4%: ~
NA[L1NG/CONSTRUCTION~ SCHEDUL~
--
P L.LfldB ~ G K1S ER D I AC,[~
[OCATION OF FIRE PROTECTION EQULPhlIENT:
Gl J?, I) EI~,S: (~N
1<O O F IRA FTERS :1~
CERn[ LFICATION
2NFmRGY CALC$~/N
TOTAL COMPLIEINCE? Y/N (RETUP. N TO PAGF ONE)
SURVEY OF PROPERTY
5ITU^TIE: 50UTF~LP
TOI~N: .50UTI'~LP
,SUFt=OLK C, OUNTY, NY
SURVEYED
AMENDED Oq-24-O~
UPDATt~ 0~..-14-2006,
5Of=FOLK C, OUNT'K TAX #
1000--~1--4--~,.I
~'J.'~,,u~.u TO:
.r~m Fm4~ma & ~ F~cdr~c~a
· MONUMENT FOUND
TITLE No. ~lq~t
~ = 14~15 5F o¢ 0-~4 ~RE-5
5,EP'rlc., T~ 12~ ~LON
~HI~ P~ ~' DIA. ~' ~P ~H
I~0. ~1~ BY O~
6~PHIC %~E I"= 20'
SITE DATA:
DB~O~: AR~A: LOTCO~A~I~=
PROPERTY; ]4.6J5 S.F.
EXISTING HOUSE; 933 S.F. 6.4%
EXISTING PORCH 56! S.F. 3.8%
EXISTING GARAGE 676 S.F. 4,6%
TOTAL EXISTING LOT COVERAGE: 2.170 S.F. ~4.8%
PROPOSED ADDITION: 675 S.F. 4.6~
PROPOSED PORCH 56 S.F. 0.4%
TOTAL EXISTING & ~
PROPOSED LOT COVERAGE: 2.901S.F.
N °°$1'zO"W 34.29,
l~°r~ci ~ok~ or..F=Or.r~erI Of':
~/ernct t~. Fl~Zpcl~nlc~ & .P~il~ur F~e~ ~
N
JOHN C. EHLERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S. LIC. NO. 50202
RIVERHEAD, N.Y. 11901
369-8288 Fax 369-8287 REF.-\\Comp~q,,~¥=s~u~\03\03_243a.pro
TABLE Rg02,3(1)
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
2" subfioor to jomt or ~ir der, blind and face nail
2-8d
2 staples, Iai['
I6d
2" planks
ltd
16" o.c, alon8 each edge
16d
Roof rafters to ridge, valley or hip rafters:
face mat
6d common nail (subfloor, wall)
lsd common nmi (roof/
Other wall sheathingk
J2'
I21
V2" regular cellulosic fiberboard
sheathing
Iii2' gaivaalzed roofing nail 6d common nad staple
16 ga., IU: long
192" galvanized roofing nad 8d common na~ staple
16 ga., 102 long
3
4
4
6
8
g
R702.3 Gypsum board.
R702.3,1 Materials. Al/gypsum board materials and ac-
cessofies shall conform to ASTM C 36, C 79, C 475, C 5 J 4,
C 630, C 93L C 960, C i0fi2, C 1047, C 1177, C 1178, C
1278, C 1395 or C 1396 and shrift be thstalled in accordance
with the proviaons of this section. Adhesives for the inMal-
lafion of gypsum hoard shall conform to ASTM C 557.
R?02.3.2 Wood framing. Wood framing supporting
gypsum hoard shall not be less than 2 inches (51 mm)
nominal thickness in the least dimension except that
wood furring strips not less than l-inch-by-2 inch (25.4
nun by 51 mm) nominal thmenaion may be used over
solid backing or framing spaced not more than 24 inches
(610 mm) on center.
R?02.~.6 E~steifing. Screws for attaching gypsum board to
wood framing shall be Type W or Type S in accordance with
ASTM C 1002 and shall penetrate the wood not less than 5/s
ich (15.9 mm), Screws for attaching gypsum board to
light-gage steel Prating shallbe Type S in accordance with
ASTM C 1002 and shall penetrate the steel not less than 3/8
inch (9.5 nun). Screws for auacthng gypsum board to steel
framing 0.033 inch to 0.112 inch (0.838 mm to 2.84 mm)
thick shall comply with ASTM C 954.
R702.4.2 Gypsum hacker. Gypsum board utilized as the
base or backer for adhesive appficafion of ceramic ifie or
other nonabsorbent fiuish material shall conform with
ASTM C630 or Cl178. Water-resistant gypsum backing
board shall be permitted to be used on ceihngs where fram-
ing spacing does not exceed 12 inches (305 ram) on center
for V2-inch-fffick (12.7 mm) or 16 inches (406 n~m) for 5/8
inch-thick (15.9 mm) gypsum board. Water-realstant gyp-
sum board shall not be installed over a vapor retarder in a
shower or tub compartment. All cut or exposed edges, in-
chidmg those at wall mtemecBons, shall be sealed as
recommended by the manufacturer.
R?02.g.3 Limitations. Water-resistant gypsum becking
board shall not be used in the following locations:
1. Over a vepor rataifier in a sknwer or bethtub compart-
ment.
2. Where there wffi be dknct exposure to water, or in
areas subject to continuous higb humidity.
SECTION R703
EXTERIOR COVERING
R703.1 General. l~xtnfior walls shall provide the building with
a weatber-reststant exterior wall envelope. The exterior wall
envelope shall include fiashmg as described in Section R703.8.
The eatefior wall envelope shall he designed and constructed in
such a manner as to prevent the accumulation of water within
the wall assembly by providing a water-resistive barrier behind
the exterior veneer as required by Section R703.2.
R703.2 Weather-resistant sheathing paper. Asphalt~
satorated felt free from holes and breaks, weighing not less
than 14 pounds per 100 square feet (0.683 kg/m~) and comply-
mg wdh ASTM D 226 or other approved weather-resistant ma-
terial shall be applied over studs or sheathing of all exterior
walls as required by Table R703.4. Such thh or material shall
be applied horizontally, with the upper layer lapped over the
lower layer not less than 2 inches (51 nme). Where joints occur,
felt shall be lapped not less than 6 inches (152 mm).
Exeeption: Such felt or material is permitted to be omitted
tn the following situations:
1. In detached accessory buildings.
2. Under panel siding with sl~plep jothts or battens.
3. Under exterior wall finish materials as port. tied [n
Table R703.4.
4. Under peperbacked stucco lath.
EOoF- -COt4OT,
SECTION RS01
GENERAL
RS01.1 Application, The provisions of this chapter shall con-
trol the design and consBucfion of the roof-calling system for
all butidmgs.
Rgb1.2 Requirements. Roof and ceiling construction shall be
capable of accommodatmg allloads imposed according to Sec-
tion R301 and of transrmtung the resulting loads to the support-
thg structural elements.
R801.3 Roof drainage. In areas where expansive or collaps-
ible soils are known to exist, all dwalllngs shall have a con-
trolled method of water disposal from roofs that wtil coBect
and discharge all roof drainage to the ground surface at least 5
feet ( 1524 mm) from foundation walls or to an approved drain-
age system.
R801.4 Loads. Refer to Figure R301 2(5) for ground snow
loads and Figure R3ffi 2(4) for wind loads.
R802.? Design and construction. Roof-cullings shall be de-
signed and constructed in accordance wRh the provtsinns of
this chapter and Figures R606.10(I), R606.10(2) and
R606.10(3) or ia accordance with AFPA/NDS and ASCE 7
Components of roof-cnfiiags shall be fastened in aceoifiance
with Table R602.3(1).
R802.3 Framing details. Rafters shall be framed m ridge
board or to each other w~th a gusset plate as a fie. Ridge board
shafi be at least 1 -inch (25.4 rran) nom~al thickness and not
less in depth than the cut end oftbe rafter At afl valleys and hips
there shall be a valley or hip rafter not less than 2-inch (51 mm)
nominal thickness and not less in depth than the cut end of the
rafter, Hip and valley rafters shall be supported at the ridge by a
brace to a bearing partition or be designed to carry and distrib-
ute the specific load at that point. Where the roof pitch is less
than three units vertical in 12 units horizontal (25-pement
slope), structural members that support rafters and coifing
joists, such as ridge beams, hips and valleys, shall be designed
R802.3.1 Ceiling j~ist and rafter connections. Ceiling
jolsM ~nd rafthrs shall be nailed to each other in accordance
with Tables R602.3(1) and R802.5,1(9), and the assembly
shall be nailed to the top wall plate in accordance with Table
R602.3(1). Ceiling joists shall be continuous or securely
joined where they meet over interior parilttons and nailed to
adjacent rafters to provale a continuous tie across the build-
ing when such joists are parallel to the rafters
Where ceiling joists are not parallel to rafters, subfiooting
or metal straps attached to the ends of the rafters shall be m-
stalled in a marmer to provide a continuous tie across the
building, or rafters shag be tied to 1-thch by 4-ich (25.4
mm by h02 mm) (nominal) mifiimum-aize crossties. The
connections shall be in accordance with Table R602.3(1) or
connections of equivalent capacities shall be provided
V~nere calhng joiats or rafter ties are not provided at the top
.late, the ridge formed by these rafters shall also be sup
ported by a g/rder designed in accordance with accepted en-
gineenng practice.
Rafter ties shall be spaced not more than 4 feet (1219 mm)
R802.3.2 Ceiling joists lapped. Ends of calhng joists shall
be lapped a rmuimum of 3 inches (76 mm) or butted over
bearing partitions or beams and toenailed to the bearing
member When ceiling joisM are used to provide resistance
to rafter thrust, lapped jmsts shnfi be nailed together in ac-[
entrance with Table R602.3(1) and butted joists shall be'
trod together in a manner to resist such thruM.
11802.4 Allowable ceiling joist spans. Spans for ceilinglolsts
shall be in accordance with Tables R802.4(l) and R802.4(2).
Ior other grades and species and for other loading conditions,
refer to the AF&PA Span Tables for Joists and Rafters.
Rg02,4A Aries without storage. In conventional rafter
construction, the unsupported span of calling joisM shall not
exceed the values set forth in ?able R802.4(1) in attics
which do not have a clear height of 42 inches ( 1067 mm) or
more between joist and rafter, provided the design live load
does not exceed 10 pap (479 Pa) and the design dead load
does not exceed 5 psf (239Pa).
R802.4.2 Attics with storage. In conventional rafter con-
stmcfion, the unsupported span of cefiing J uists shall not ex-
ceed the values set forth in Table R802.4(2) in attics whthh
are not served by a fixed stair, have a clear height of 42
inches ( 1067 rim) or more between joist and raher, and have
a design live load not exceeding 20 psf (958 Pa) and a design
dead load not exceeding 10 psf (479 Pa). The maximum al-
lowable span af joints that support affic spaces that are ac-
cessed by means of a fixed start shall be determined in
accordance with Table R502 3.1(1) for residenUal sleeping
R802.S Allowable rafter spans. Spans for rapiers,shall be in
accordance with Tables R802.5.1(1) through R802.5.1 (8). For
other grades and species and for other loading conditions, refer
:o the AF&PA Span Tables for Joists and Rafters epd applica-
ble provisions of ASCE 7. Tbe span oP each rafter sball be mea-
sured along the horizontal projection of the rafter. I
SECTION R8fl3
ROOF SHEATHING
R803.1 Lumber sheathing. Allowable spans for lumber used
as moP sheathing shall conform to Table R803.1. Spaced lum~
bet sheathing for wood shingle and shake roofing shall con-
form to the requirements of Sections R905.7 and R905.8.
Spaced lumber sheatlfing is not allowed in Sciatic Design Cat-
egory D2.
RAFTER OR BEAM SPACING MINIMUM NET THICKNESS
(Inches} (Inches)
Forgl 1 ich = 25 4 ira.
Minimum 270 F~, 340,000 E
R803.2 Wood structural panel sheathing.
R8fi3.2.1 Identification and grade. Wood structural pan-
els shall conform to DOC PS 1, DOC PS 2 or, when manu-
factured in Canada, CSA 0437, and shall be identified by
grade mark or certificate of mspectlon issued by an ap-
proved agency. Wood atrucmral panels shall comply with
the grades specffied in Table R503.2.1.1(1).
R803.2.1.1 Exposure durability. All wood structural
panels, when designed to be permanently exposed tn out-
door applications, shall be of an exterior exposure dura-
bility. Wood structural panel roof sheathing exposed to
the underside may be of interior type bonded wnfi exte-
rior glue, identified as Exposure I
R803.2.1.2 Fire-reInrdant-treafed plywood. The al-
lowable unit stresses for fire-retardant-treated plywood,
inaluthng fastener values, shall be developed from an ap-
proved method of investigation that considers the effects,
of anticipated temperature and humidity to which the
ftre retardant-tseated plywood wifi be subjected, the type
of treatment and redryifig process. The fire-
retardant-treated plywood shall be graded by an ap-
proved agency.
R803.2.2 Aihiwable spans. The maximum allowable spans
for wood structural panel roof sbeathmg shall not exceed the
values set forth in Table R503.2.1 1(1) or EWA E30
R803.2.3 Installation. Wood steuetural panel used as roof
sbeaflfing shall be installed with joints staggered or
nonstuggered in accordance with Table R602.3(1), or APA
E30 for wood roof framing or with Table R804.3 for steel
roof frammg.
Roof Assemblies - shall comply with Chapter
Chiraneys and Fireplaces sbeg comply with Chepter ~ ~,
Energy Efficiency- design and constme6on shall comply
w~th Chapter 11 - see U S. Department of Energy (DOE),
including New York version 4.0.1.
Nl102.2 Spedfic insulation requlrements.
Nl102,2.1 Ceilings with attic spaces. When Sectmn
N1102.1 would mqukn R-38 tn the coifing, R-30 shall be
dee mod to satisfy the requirement for R-38 wherever the full ~
height of uncompmssed R-30 msulation extends over the
wall top pthte at the eaves Similarly, R-38 shall be deemed
to satisfy the requirement for R-49 wherever the full height
of uncompressed R-38 insulation extends over the wall top
phitu at the eaves.
Nl102.2.2 Ceilings without affic spaces. Where Section
N 1102.1 would require insulation levels above R-30 and the
design of the roof/ceilmg assembly does not allow sufficient
space for the reqmred insulation, the minimum required in
sulation for sucb roof/calling assemblies shallbe R-30. Tins
reduction of msuiation from the requirements of Section
N 1102,1 shall be limited to 50.0 ~quare feet of ceiling area.
Nl102.2.8 Crawl space walls. As an altemafive to insuint-
lng floors over crawl spaces, crawl space walls shall be per-
mitted to be insulated when the crawl space is not vented to
the ouMide. Crawl space wall insulation shall be perma-
nently fastened to the wall and extend downward from the
floor to the finished grade level and then veifically ;md/or
horizontally for at least an additional 24 incfies (610 mm)
Exposed earth in unrented crawl space foundations shag be
covered with a continuous vapor retarder. All jomts of the
vapor retarder shall overlap by 6 inches (153 mm) and be
sealed or taped, The edges of the vapor retarder shall extend
at least 6 inches (153 mm) up the stem wall and shall be at-
tached to the stem wall.
Nl102.4 Air leakage.
NIl02.4.1 Bifilifing thermal envelope. The builthng ther-
mal envelope shall be durably sealed to hmit lnfiErat~on.
The sealtag methods between dissimilar materials shall al-
low for differential expansion and contraction. The fnfiow-
thg shall be caulked, gasketed, weathersifipped or otherwise
sealed with an air bawler material, suitable film or solid ma-
tonal
All joints, seams and penetrations,
2. bite-built windows, doors and skyhghts.
3. Openings between window and door assembhes and
their respec6ve jambs and framing.
4. Utility penetrafions.
5. Dropped cmimgs or chases adjacent !o the thermal en-
velope.
6, Knee walls,
7, Walls and cegiags separating a garage from conth-
honed spaces
8. Behind tubs and showers on exterior walls,
9. Common walls between dwelling umM.
10. Other sources of infiltration.
Nl102.4.2 Fenestration air leakage. Windows, skylights
and aliding-ginss doors shall have an att mfiltmmin rate of
no more than 0,3 cfm/fi2 (1.5 Ids/m:), and swinging doors
no more than 0.5 cftnfft2 (2.6 L/s/m:), when tested accorthng
to NFRC 400, 10I/hS.2, or AAMA/NAFS lffi~LS.2 by an
accredited, independent laboratory, and listed and labeled
by the manufacturer
Exception: Site-built windows, skylights and doors.
Nl102.4.g Reeessed lighting. Recessed lumma[res in-
' stalled m the building thermal envelope shall be sealed to
limit a~r leakage between condiaoned and unconduionad
spaces by being:
1. IC-rated and labeled with enclosures that are sealed or
gasketed to prevent air leakage to the ceiling cavity or un-
conditioned space; or
2. lC-rated and labeled as meeting ASTM E 283 when
tested at 1.57 psi (75 Pa) pressure differential with no
more than 2.0 cfm (0,944 L/s) of tar movement from the
conditioned space to the ceiling cawty, or
3. Located inside an att tight sealed box with clearances of
at least 0.5 inches (12.7 mm) from combustible material
and 3 inches (76 mm) from insulation.
Nl102.4.4 Builifing envelope infiltration. The butiding
thermal envelope shall be permitted to meet the require-
ments of Table N1102.1(2) where tested ACH50 does not
exceed 5.5, as verified using instruments and procedures
specified in AgHRAE/ASTM E 779-1999. The test shall be
conducted by a qualified person who shall demonstrate
competence, to the satisfaction of the code enforcement of-
ficxai, for the conduct of such tests, For the purpose of this
section, ACHg0 shall mean mr changes per hour of infiltra-
tion into a house as measured with a blower door at 50 pas-
cals of pressure in aecoifiance with ASHRAE/ASTM
standard E 779 Test results shall be provided to the code en-
forcement official and shall include:
1. Name and place of busmess of the tester;
2, Address of the building widch was tested;
3 Conditioned floor area of dwalling, cakulated in acc°r-
dance with ANSI Z65-1996, except that conditioned
floor area shall include areas where the calling height is
than 5 feet (1524 mm);
4. Measurement af ACH50; and
5. Certification of accuracy of test results and signature of
tester.
Nll02.g Moisture control The budding design shall not cre-
ate conditions of accelerated deterioration from moisture con-
densation. Above-grade frame walls, floors and ceifings not
ventilated to allow moisture to escape shall be provided w~th an
approved vapor retarder The vapor retarder shall be malalled
on the warm-m-winter side of the thermal insulation.
Exceptions:
1. In construcilon wbere malstnre or :ts freezing wgl not
damage the materials.
2, Frame wails, floors and ceilings in lurisdicBonS m
zone 4. (Crawl space floor vapor retarders are not ex-
empted.)
3, Where other approved means to avoid condensation
are provided.
N1102.5.1 Maximum fenestrafion U-factor, The area
weighted average maximum fenestration U-factor permit-
ted using trade offs from Section N 1102. J.3 or Section 404
of the Energy Conservation Constructwn Code of New Yo rg
State in Zones 4 through 6 shall be 0.40.
Nl102.2.5 Floors. Floor msulaUon shall be installed to
malntmn permanent contact with the underside of the
subfloor deckshg.
Nl102.2.6 Easement walls. WaUs associated wkh condi-
tioned basements shall be insulated from the top of the base-
ment wall to a depth of 24 (610 mm) inches below grade,
where the heating degree days are less than or equal to
6,000; to a depth of 48 inches (1220 mm) below grade,
where the heating degree days are greater than 6,000 but are
not greater than 8,000; and to a depth of 84 inches (2,[35
mm) or to the level of the basement floor, whichever ~s less,
where the heating degree days are greater than 8,000. Walls
associated with unconditioned basements shall meet this re-
quiremem unless the floor overhead is insulated in accor~
dance with Sections N1102.1 and N 1102.2.5
Nl102.2.7 Slab.on-grade floors. Slab-on-grade floors
with a floor surface less than 12 inches (305 mm) below
grade shall be insulated in accordance with Table
Nll02A(I). The insulation shall extend downward from
the top of the slab on [he outside or inside of the foundation
, wall. hasuJatinn located below grade shall be extended the
thstance provided in Table N1102.1(1) by any combination
of vertical msulailon, msalafion extending under the slab or
~nsulaaon extending out from the building Insulation ex-
tending away from the beddmg shall be protected by pave-
ment or by a minimum of i0 inches (254 mm) of solh The
top edge of the msalation installed between the exterior wall
and the edge of the interior slab shall be permitted to be cut
at a 45-degree angle (0.79 red) away from the exterior wall.
Slab-edge iasulgnon ts not required in jurisdictions desig-
nated by the code official as having a very heavy temxlte m-
festation.
N1103.3 Mechanical system piplng insulation. Mechatfical
system piping capable of carrylng fluids above 105~F (4I°C) or
below 55°F (13°C) shall he insulated to a minimum of R-2.
Exceprion: Heating piping located entirely within the
budthng thermal envelope.
Nl103.4 Circulating hot water systems. All circulating ser-
vice hot water piping shnfi be msulated to at least R-2 Circulat-
Ing hot water systems shall iachide an automatic or reathly
accessible manual switch that can turn off the hot water aircu-
laung pump when the system is not in use.
Nl103.5 Mechanical ventilation. Outdoor mr intakes and ex-
hauMs shall have automatic or gravity dampers that alose when
the ventilation system ~s not operating
TABLE Nl103.7
OPTIONAL MECHANICAL EQUJPMBNT EFFICIENCY
REQUIREMENTS
Heating aystem type Effmlenc¥ Ungs
Gas furnace 90% AFUE
Oil furnace~ 82% AFUE
Nll0g.6 Equipment sizing. Heating and cooling equipment
shall be sized in accordance with Seatmn M 1401.3 of this code.
Nl103.7 Mechanical equipment efficiency. The building
thermal envelope shall be permitted to meet the requirements
of Table N1102.1(2) where the building mechamcal system
conforms with the requiremenM of Table N1103.7.
General Mechanical System Requirements - shall
comply with Chapter 12 and 13.
Heating and Coolhtg Equipment shall comply with
Chapter 14. Sizing of equipment shall comply with MI 401.3
and ACCA (Ak Candifioning Contractors of Ametica) Manual
1-87 - Residential Load CalculaBons.
Exhaust Systems - shall comply with Chapter 15 and the
following.
Clothes Dryers - See. M 1501
Range Hoods - Sec. M1502
Mierowave Ovens - ec. M1503
Overhead Exhaust Eood - Sec. M1504
Mechanical Ventilation - Sec. M1506 - comply with
Table M]506.3
Du~t Systems - shall c~mply with Chapter 16.
Combustion Air- shill comply with Chapter 17.
Chimneys and Vents - shall comply with Chapter 18.
Boilers & Water Heaters - shall comply with Chapter 20.
Itydronic Piping- shall comply with Chapter 21.
Fuel Gas - shall comply with Chapter 24.
Plumbing and General Plumbing Requirements -
shall comply with Chapters 25 and 26.
Plumbing Fixtures - shall comply with Chapter 27.
Water Heaters shalJcomply with Chapter 28,
Water Supply and lllstribution - shall comply with
Chapter 29.
Sanitary Drainage -shall comply with Chapter 30.
Vents shall comply with Chapter 31.Traps- shall comply
wnfi Chapter 32.
Electrical - General Requirements - shall comply w~th
Chapter 33
Electrical Service - shall comply with Chapter 35.
Branch Circuits and Feeder Requirements - Shall
comply w~th Chapter 36.
Wiring Methods - shall comply with Chaplet 37.
Power and Lighting Distribution - shall comply with
Chapter 38.
Devices and Luminaires- shafi comply w~th Chapter 39,
Appliance Instafiation- shall comply with,Chapter 40.
General Notes
12. The General Contractor shall have sole responsthillty
for providthg all site and safety protection (fencing,
barriers, etc.) during construction ia accordance with ali
applicable codes a~d ordinances (OSHA, etc.) to
provide for the safety of the public and the pmtealinn of
the site and building.
13. The General Contractor shaU nofir~ the Archaect if any
discrepancy occurs between actual field conditions and
drawings, The General Contractor shall verify all
dimensions and eondifions in the field prior to
14. Dn not scale drawings. Written diraensmns confirmed
by field conthtmns take precedence. If thscrepaney
arises based on field eonthtinns consult w~th the
Archituet before proceeding with work or ordermg
materials.
l 5. Any item of work nece4ssary for proper completion of
construction, which is not specifically covered on the
drawings or m the spealficatmns, shall be considered an
Implied condition of the work and shall be performed in
a manner deemed good praefice of the trade involved,
16. The General Contractor shall be responsible for any and
all demolition, exnavafion, carting, reft*se and legal
removal of all debris from the site.
17. The Architeat shall not be responsible for the
performance of the work oftbe General Contractor,
Owner or any other subcontractor or material ~uppher
nor shall he guarantee theft performance.
18. The Architect shall not be responsthle for any ehangns
to this project made hy Owner, General Contractor or
any subcontractor of material supplier unless properly
authorized, ~n writing by the Architect.
19. The Arehithat shall not have control over nr charge of
and shall not be responsible for construetmn means,
methods, techniques, sequences or procedures or for
safety preeautinns and programs in connection with the
work since these are solely the General Contractor's
responsibility under the General Contractor's
20. The Architect shall not be re~ponalbth for the General
Contractor's schedules or failure to carry out the work
in accordance with the contract documents The
Architect shall not have control over or charge of acts
of omissthn of the General Contractor, subconlractors
or their agents or employees, or of any other persons
performmg portions of the work.
21. The entire work shall be accurately framed, plumb,
level and tie well spL%d and nailed and anchored
together to form a rigid structure and to insure even
settlement and sbaf nkage throughout,
22, All matereds shall be uistalled in strict conformance
with all manufacturer's epeaifieatinns and/or
instructions.
23. Resecure and properly support all exlstmg frammg and
all other constraatinn that may be affected by new
constructinn.
24. Damaged, rotten of otherwise unsound exmtiag tieing
to be replaced. General Coatractor to consult with the
Architect prior to removal or replacement of any
existing framing for written approval.
25. Provide and install all fire stopping, cats, blocking, etc.
at exterior walls and beating walls as reqmred by code
and/or job conthtions and in accordance with standard
acceptable praatice.
26. The Contractor shall keep the construction area free
from debris and rubbish throughout constructthn. At
the eompletxon of the project, Contractor shall remove
all debris, waste material and tools from the mtn, and
leave the completed project in "broom clean" condition.
27, The Architect has not been retired for any
construction adminJstt align servmes, including but not
hmtied to site visits.
28. The Architect is not responsible for the legalization of
any structures on the subject property.
29. No changes to these drawings nor to any work on this
project may be made without the written approval of
the ArehJtuct.
' 30. All new window and door openmgs over 5'-0" shall
have studs tripled on jarnfis. The inner V,vo studs shall
be cut to receive the lintel or header over the openuig
and shall extend ia one piece from lintel or header to
beanng below. The outer stud shall mn in one piece
from sill to top plate,
31. No stud shallbeeut to receive plping larger than 1-1/2"
in diameter. If the inning of pipes requkns the cutrmg
of pints, proper provlalon shall be made for tying
together and supporting all atruat~mi members affected
by su~.,h nutting as per Code.
32. The cutting ofjaiMs to faaihtate the instu]hitmn of pipes
will only be permitted with the following hndtutions:
The top and bottom edges of joints may be notaked not
to exceed 2" except that the notohifig of top and bottom
edge of joist in the middle third of the span will not be
peri,troth Notching of TJI's to he per manufacturer's
necessary, a header the f~ll depth of the joist shall be
thameter of the pipe. All drfllmg of holes should be
possible
with all A/SC spealfications (design, fabficauon and
erection).
36. All pipe and lally columns shall be securely bolted,
leveled with steel shmis and packed tight with non-
37. Provide new wood headers miatmum (2) 2" x 8" at
mterior walls (non-bemgng) and (2) 2" x 10' at (2 x 4
stumped) unless otherwise indicated.
(perp) = 1,250 psi: E - 1,300,000 psi (see pl~ls for any
bearbg cfi2'.
shall he flee from knoM, shakes, rot, and fungus and of
edge upward.
OERTIEI AT[ON,,OF
NAILING
RE QUIRF-D:.
PL UMBEB CERrT/F/CA 71QN
ON LEAD CQN7 ENT BEFORE
CERTIFICATE OF OCCU£ANC Y
SOLDER USED IN WATER'
SUPPLY SYSTEM CANI4QT
EXCEED 2/10 OF 1% LEAD,
RETAIN STORM WATER
PURSUANT TO CHAPTEE
OF THE TOWN CODE
1. Contractor shall obtain all reqmred approvals, pemalts,
certificates of occupancy, mspection approval, etc. for
work performed from agencies having jurisdiction
DO NOT PRODEED WITH
FRAMING UNTIL SURVEY
OF FOUNDATION LOCATION
HAS BEEN APPROVED.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
,. SOUIHOLD ZBA
SOUTHOLDTOWN PLANNING ARD
SO[BtOLD TOWN TRU$1EE8
N,Y3, 9[C
Rg0g.2.7 Underinyment application. For roof slopes from
two units vertical in 12 units horizontal (17-pement slope),
up to foEr units vertical m 12 umts horizontal (33-percent
slope), anderiaymem shall be two layers appIied in the fol-
hiwthg manner, Apply a 19-1rich (483 mm) strip of
underinyment felt parallel with and atamng at the eaves, [as-
tened sufficmntly to hold in place. Startmg at the cave, apply
36-inch-wide (914 mm) sheets of underinymenh overlap-
ping successive sheets 19 inches (483 mm), and fastened
sufficiently to hold in place. For roof slopes of four units
vertmal in 12 umts horizontal (33-percent slope) or greater,
'underiayment shag be one layer applied in the fogowmg
manner. Undeflayment shall be applied shingle fashion,
parnfiel to and starting from the cave and lapped 2 roches (51
mm), fa~tuned sufficiently to hold m place. End laps shall be
offset by 6 feet (1829 ram).
R905.2.7.1 Iee protection. In areas where the average
dmly temperature in January is 25~F (-4°C) or less or
when Table R3ffi.2(l) ctheda so desxgnates, an Ice bet-
rier that consists of a least two layers of underlayment ce-
mented together or of a self-adheruig polymer modified
bitumen sheet, shall be used m heu of normal
underlayment and extend from the eave's edge to a potht
at least 24 inches (6[0 mm) inside the exterior wall ilne
of the building.
E~eepflon: Deraebed accessory structures that eon-
tam no conditioned floor area.
R905.2.7.2 Underlayment and high wind.
Undedayment apphed [n areas subject to high wmds
[greater than 110 mph (177km/h) per F~gnre R301.2(4)]
shall be applied wfih corrosian-resistant fasteners in ac-
cordance with manufacturer's installation thstruciloas.
Faateners are to be applied along the overlap not farther
apart than 36 inches (914 mm) on center,
PO05.2.1 Sheathing requirements. Asphalt shiag]es shall
be fastened to solidly sheathed decks.
R905.2.2 Slope. Asphait shingles she/1 only be used on roof
slopes of two units vertical in i2 units horizontal (2:12) or
greater For roof slopes from two units vertical in 12 units
horizontal (2:12) up to four units verilcal in 12 units hori-
zontal (4' 12), double underiayment applicauon is requked
tn accordance with Section R905.2.7.
R905.2.3 Umierlaymegr. Unless otherwme noted, required
underlayment shall conform with ASTM D 226, Type I, or
ASTM D 4869, Type L
Salf-adbenng polymer medified blmmen sheet shall
comply with ASTM D 1970,
R905.2.4 Asphalt shingles. Asphalt shingles shall have
sail-seal strips or be interlocking, and comply with ASTM
D 225 or D 3462,
Rg05.2.g Fasteners. Fasteners for asphalt shingles shop be
galvanized steel, stainless steel, aluminum or copper roof-
ing naris, minimum 12 gage [0.105 inch (2.67 mra)] shank
w~th a tin,mum Vcinch (9.5 mm) diameter head, ASTM F
1667, of a length to penetrate through the roofing materials
and a mimmum of ~/4 inch ( 19.1 mm) into thc roof sheath-
ing. Where the roof sheathing is thss than ~/~ inch (19.1 mm)
thick, the fasteners shall penetrate through the sheathmg.
Fasteners shall comply with ASTM F 1667.
11905.2.6 Attachment. Asphalt shlngles shall have the n~n-
inmm number of fasteners required by the manufacturer
For normal appllcagon, asphalt shingles shall be secured to
the roof with not less than four fasteners per strip shingle or
two fasteners per inthvtdual shingle. 'Where the mop elope
exceeds 20 units verticalia 12 units horizontal (20:12), spe-
cial methods of fastemng are requn:ed, For roofs ]ocatud
wbere the basic wind speed per Figure R301.2(4) is 110
mph ( 17? km/h) or greater, special methods of faateniag are
reqmred, Special fastening methods shall be tested in accor-
dance with ASTM D 3161, modified to use a wind speed of
110 mph (177 kwdh).
Shingles classified using ASTM D 3161 are acceptable
Pot nsc m wind zones less than 110 mph Shingles classified
using ASTM D 3161 modified to use a wind speed of I l0
mph are acceptable for use in all cases where specml fasten-
ing is requked. ~ ' C~
ALL CONSTRUCTION SHALL
MEE'I' THE REQUIREMENTS OF THE
CODES OF NEW YORK STATE,
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
APPROVED AS NOTED
NOTIFY BUILDING DEP,\RTMENT AT
765-1802 8AM TO 4PM FOR TRE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3, INSULATION
4, FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O..
ALL CONSTRUCTION SHALL MEal THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
WAKNING:
It is g viohtion of the law for any person,
tmless acting under the dkect supervisinn
of a licensed architect, to alter any item
in any way bearing the seal of an architect.
If an alteration ~s made, the altering
arcl~tect shall affix to his item the seal
and the notation "Altered by:" followed by
his signature, the dare of such alteration,
and a specific description o£the alteration,
R30L2.1.2 Internal pressure. Windows in buildings lo-
cated in windberae debris regions shall have glazed
opemngs protected from windhorne debris or the build-
ing shall be designed as a partially enclosed budding in
accordance with the Building Code of New York State.
Glazed opening protection for wmdborne debris shall
meet the requirements of the Large Missile Test of
ASTM E 1996 and ofASTME 1886 referenced thereto.
Exception: Wood structural panels with a minimum
thickness of 7/~ inch ( 11.1 mm) and a maximum span
of 8 feet (2438 mm) shall be perrmtted for open~ng
protection in one- and two-story buildings. Panels
shall be precut to cove~ the glazed opehings with at-
tachment hardware provided. Attachments shuil be
provided in accordance with Table R301,2.1.2 or
shall be designed to resist the components and clad-
ding loads determined m accordance with the provi-
sions of th8 Building Code of New York State.
TABLE R301.2.1,2
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDliL~
FOR WOOD STRUCTURAL PANELS~'~,°
FASTENER SPACING
For SI' hnch = 25 4 mm, I foot - 304.8 ram, I pound = 0 454 kg,
i mile per hour - 1,609 km~
L
/fa Haspe/
Architect, P. C.
//>7/
FRLIpRI¼55oH
ADD TIOM f
DOCU , 'r
Copyright ~ Ira Haspel All Rights Rescr,,ed. )
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WA3-N]~G:
~ess ac~ ~det ~e ~e~ sup~sion
of a ~c~sed ~tec~ m ~t~ ~y itm
any way ~g ~e s~ of~ ~tect.
Ifm ~te~fion i~ ~dc, ~e dt~g
~c~ sh~ affix to his i~ ~e
~d ~e notation "~tered b~" ~owed by
~s s~a~e, ~c date of such
~d a specific d~cnpfiofl Of~e
Ira ./-/aspe2
A cbJtect, P. C.
=~OUTHO~O ? N,Y,, ltO7?
,~blv~oH ,,-,,~ ~E~OVATIOH
~CopFfight 0
Haspel All Rights Re~cd. )
_ ~Obl t"ID,~TI 0 PI
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BX~ST
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V4"~ I~°'' ~ i Y4"=
WARNING:
It ia g violation of the law for any person,
at, ess acting under the direct supervision
of a. Licensed arc~cct., t:o alter thy item
in any wa3,- bear:_ng the seal of an a~chitecc
If ma ~dteration is made, the alte~ng
architect :g-U afl= to Ns item the set!
~md the notanon "Alt~ed by:" followed by
bas signature, the dam of such alteradotg
and g specific description of the atteradon.
Ira Haspel
Arct~tect, P. C.
~z.9945 MAiM ~%OA~.
SO~JTHO&U~ N,Y, 11971
~E~ - 7 ~'5 ?2o?5
REScheck Software Version 4.2.0
Compliance Certificate
Project Title: Fredriksson Residence
Energy Code: 2000 IECC
Location' Southold, New York
Sin le Family
Comphan~. 2,6% Barfer Than Code
Owner/Agent:
Elmr~ and Jim Fredflksson
195 Ynungs Ave.
Southa[d, NY 11971
Maximum UA' 426 Your UA, 415
Designer/Contractor:
Ira Haspel
Ira Haspel Architect P.C.
59945 Main Reed
Southold, NY 11971
631-765-2075
Ihaspel@irahaspei {:om
Low-E
Window 2' Vinyl Frame.Double Pane with Low-E
Door 1, Glass
30 0.330 10
123 0,330 41
67 0400 27
1715 30 0 0,0 57
Fs l'mT
k
'T~ap
~ Lond NO~ or pormoCl~ of~ ~
\VAi~NiNG:
It is ~ violation o£ the law £or an}' person~
unless acting undm the direct suDcr~'tslon
of a licensed architect, to niter ~my item
in any way bearing the seal of an architect
If ma alteration is made, the nitermg
architect shall affix to his item the seal
and the notation ~'Altered by:" foliowed by
Ns signature, the date of such niterauon,
and a specific descripuon of the niteration.
Ira Haspel
Architect, P. C.
Ira Haspel ?dl Paghts Reserved..)
,sSC,r,,'w, /V% {ooo-G4.- 4,- .a8,1
}
DESIGN -Comply with Wood Frame Constmcfion Manual
(gVFCM) 200I adihon for One and Two Family Houses.
[B] R30L2 Climatic and geographic design criteria. Build-
ings shall be constructed in accordance with the provis~ons of
this code as limited by the provisions of tths semion. Addaional
cntefia shaft be established hy the local jufistheilon and set
forth In Table R30i.2(1).
E301.2.1 Wind limitations. Buildings and portions thereof
shall be ftmtted by wind speed, as defined in Table
R301.2.L2 Internal presstu'e. Windows in bu ftdthgs lo-
catad in wmdbome debris regions sha~ have glazed
openings protected from wthdhome debris or the build-
ing shall be designed as a partially enclosed building in
accordance with the Baildlng Code of New York State.
Glazed opening protection for windbome debris shall
meet the requirements of the Large Missile Test of
ASTM E1996 and of ASTM E1886 referenced tknrein.
Exeeptiom Wood structural panels wrth a minimum
thickness of 7/,~ inch (1 l. 1 ram) and a maximum span
of 8 feet (2438 mm) shall be permitted for opening
protection in one- and two-story buildings. Panels
shall he preetu to cover the glazed opemngs with at-
tachment hardware provided. Attachments shag be
provided in accordance with Tabhi Rg01 2.1 2 or
shall be designed to resist the components and clad-
ding loads determhmd in accordance with the provi-
sions of the Budding Code of New Fork State.
TABLE R301.2,1,2
,WINGOORNE DEBRIS PROTECTION FASTENING SCHEDULE
FOR WOOS STRUCTURAL PANELS',b~"
t2"
For SI I tach = 25,4 mm, I foot = 304.8 mm, 1 pound = 0,454 kg,
I ~m[~ per hour = 1.609 kan&
R30L4 Dead load. The actual weights of materials and con-
almc fton shall be used for determining dead load with consid-
eration for the dead load of fixed service equipment.
R30L5 Live load. The minimum uniformly distributed live
load shall he as provided in Table R30g.5.
Rg0L6 Roof load. Roof shall be designed for the live load th-
thcatad in Table R301.6 or the snow load indicated in Table
R301 2(1), whichever is greater.
R3OI.? Defleeilon. The allowable deflection of any structural
member under the live load listed in Sections R301.5 and
R301.6 shall not exceed the values in Table R301.7.
TABLE Rg01.5
(in pounds per square foot)
LIVB LOAD
20
tO
Fire escapes 40
Guardrads and handragsd 200
Guardralls in-fill mmpenents~ 50
4O
30
TABLE R301.6
MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE
TRIBUTARY LOADED AREA IN
SQUARE FEET FOR ANY
STRUCTURAL MEMBER
Flat or dsc less than 4 thches per 20 16 12
foot (1:3)
Rise 4 inches per foot (1:3) to 16 14 12
less than 12 inches per foot (1:1)
Rise 12 roches per foot (hl) 12 I2 12
ALLOWABLE
STRUCTURAL MEMBER DEFLECTION
Rafters hawng slopes greater than 3/12 with no L/lB0
SECTION R303
LIGHT, VENTILATION AND HEATING
R303.1 Habitable rooms. All habitable rooms shall be
provided with aggregate glazing area of not less than 8 pement
of the floor men of such moms. Nammi ventilation shall be
to the outdoor ak. Such openings shall be provided with ready
access or shall otherwise be readily controllable by the buftdmg '
be 4 percent of the floor area being ventilated.
R303.3 Bathroom. Bathrooms, water closet compartments
and other sknilar rooms shall be provaied with aggregate glaz-
ing area in windows of not less than 3 square feet (0.279 m2),
one-half of which must be openable.
Exception: The glazed areas shall not be reqnirad where ar-
fificinI light and a mechanical ventilation system are pro-
vided. The minimum ventilation rotes shall be 50 cfm (23.6
L~s) for intermittent vent0aSon or 20 cfm (9.4 L/s) for con-
tinuous vemilahon. Ventilation air fi-om the space shall be
exhausted directly to the outside. This exception shall not be
allowed ha owner-occupied, one-family dwellMgs not sup-
plied with electoral power in accordance with Section
RE3301.5.
R303.4 Opening haeatiom Outdoor intake and exhaust open-
ings shall be located m accordance with Sections R303.4.1 and
R303.4.1 Intake openthga. Mechanical and gravity out-
door air intake openings shall be located a uualmum of 10
feet (3048 mm) from any hazardous or noxious contami-
nant, such as vents, chimneys, plumbing vents, streets,
leys, parking lots aud loading docks, except as otherwise
specified in this code. Where a source of contaminant is lo-
ealad within i0 feet (3048 mm) of an intake opening, such
opening shall be located a minimum of 2 feet (610 mm) be-
1. The glazed areas need not be openable where the
opening is not required by Section R310 and an
proved mechanical ventilation system is provided ca-
For the purpose of this section, the exhaust from dwelling
unit toilet rooms, bathrooms and katehens shall not be con-
R303.4.2 Exhaust openings. Outside exhaust openings
shall be located so as not to create a nmsance. Exhaust air
shall not be directed onto walkways.
R303.5 Outside opening protection. Air exhaust and intake
openings that terminate outdoors shall be protected with
mum opening size of ~[¢ hath (6.4 mm) and a maximum openthg
size of ?2 inch (12.7 nam), in any dimension. Openings shall be
and intake opemngs sha~ meet the provtsmns fur exterior wall
opening protemives m accordance with this code.
R303,6 Stairway illumination. All ~nterior and exterior stair-
ways shallhe provaied with a means to dthminate the stsirs, th-
aludthg the landings and treads, hatefior stairways shall be
provided with a~ artificialilght source theatad ha the immediate
vialnity of each laathng of the staLrway For interior staks the
artificial light source~ shall be capable of ilthminafing treads
and landings to levels hostess than 1 fuel-candles ( 11 lux) men- '
surer at the center of ttead~ and landings. Exterior stmrways
shah be provided with an ar tthcinl light source located tn the
immediate vicinity of the top landthg of the stekway. Exterior
grade level shoP be provided with an artificial light source lo-
cated in the immedmte vicinity of the hon~m landing of the
stairway. SECTION R308
GLAZING
[B] R308.1 Identification. Except as mthcated in Seadon
R308.1.1, each pane of glazing installed in hazardous locaOons
as defined in Section R308.4 shall he provided with a manuthe-
tutor's or installer's label, designating ~? type and thickness of
glass mad the safe~ glazing standard wkh which it complies,
which is visible in the final instaftafion. The label shall he acid
etched, sandblasted, ceramic-fi-red, embossed mark, or shaft be
of a type wNch once applied cannot he removed without bethg
SUBJECT TO DAMAGE FROM
GROUND WIND SEISMIC WINTER
destroyed.
CUMATIC ADD GEOO~APRIC OESION CRITERIA
5??
SECTION R310
EMERGENCY ESCAPE AND RESCUE OPENINGS
R310.I Emergency escape and rescue required. Basements
with habitable space and every sleeping room shall have at least
one openable emergency escape and rescue opening. Where
basements contain one or more sleeping rooms, emergebey
egress and rescue openings shall be required in each sleeping
room, but shall not be required in adjoining areas of the
meat, Where emergency escape and rescue openings are pro-
vided they shall have a sill height of not more than 44 inches
(1118 mm) above the teen Where a door opening having a
threshold below the adjacent ground elevation serves as an
emergency escape and rescue opening and is provided with a
bulkhead enclosure, the bulkhead enalosure shall comply with
Section 310,3. The net clear opening dimensions required by
this sectmn sba0 be obtamad by the normal operation of the
emergency escape and rescue opening from the inside. Emer-
gency escape and rescue openings with a finished adl height
below the adjacent ground elevation shall be provided with a
window well ha accordance with Section R310.2.
1{310.1.1 Minimum opening area. All emergency escape
and rescue openings shall have a me,mum net clear open-
ing of 5,7 square feet (0 530 m=),
Exceptthm Grade floor openings shall have a minimum
net clear opening of 5 square feet (0,465 m:).
11310.1.2 Minimum opening height. The minimum net
clear opening height shaft be 24 inches (610 mm).
R310.1.3 Minhnum opening width. The minimum net
clear opening width shall be 20 inches (508 mm).
SECTION R311
MEANS OF EGRESS
R311.1 General. Stairways, ramps, exterior exit balconies,
hallways and doom shall comply with this secSon.
R311.2 Construction.
R311.2.1 Atthehment. Required exterior exit halconies,
to the primary sWactnre to resist both vertical and lateral
forces, Such attachment shall not be acccmpHsbed by use of
toenails or naris subject to withdrawal
R311.2.2 Under stair proteetion. Enclosed accessthhi
space under struts shall have walls, under stair surface and
any soffits protected on the enclosed side wtth q2-thch ( i 2,7
mm) gypsum board,
E311.3 Hallways. The mmimnm waith of a haftway ~haft be
not less than 3 feet (9i4 mm),
R31L4 Doors.
R311.4.1 Exit door required. Not less than one exit door
conforming to this sec0on shall be provided for each dwell-
ing unit. The required exit door shall provide for direct ac-
cess from the habitable portions of the dwelling to the
exterior without requiting travel through a garage. Access to
habitable levels not having an extt in aceoalance with this
section shall be by a ramp in accordance with Section
R311,6 or a stairway th accordance with Setston R311.5.
R31L4.2 Door type and size. The required exit door shall
be a side-hlnged door not less than 3 feet (914 mrs) in width
and 6 feet 8 ~ncbes (2032 n~n) in height. Other doors shall
not be reqalred to comply with these minimum dimensions.
R311.4.3 Landings at doors. There shall be a floor or land-
mg on each side of each exterior door,
Exeeptiom Where a stairway of two or fewer users is th-
catud on the exterior side of a door, other than the re-
quired emi door, a hindmg is not required for the exterior
side of the doon
The floor or landing at the exit door required by Seetmn
R311.4.1 shall not be more than 1.5 inches (38 mm) lower
than the top of the threshold. The floor or la~ding at exterior
doors other than the exit door required by Section R311,4.1
shall not be required to comply with this requirement but
shall have a rise no greater than that permitted in Section
R311.5 Stairways.
R311.5.1 Width. Staumays shall not be less than 36 inches
(914 mm) ha alear width at all points above the permitted
handrail height and below the requkad headroom height.
Handrails shall not project more than 4.5 inches (114 mm)
on either sire of the stairway mad the minimum clear width
of the stairway at and below the handrail height, including
treads and landings, shall not be less than 31.5 inches (787
mm) where a handrailis installed on one side md 27 inches
(698 mm) where handrails are prnwded on goth sides.
Exeeptiom The width of spiral Ms,ways shall be in ac-
cordance with Section R311.5.8.
RglL5.2 Headroom. The minimum headroom in all parts
of the stairway shall not be less than 6 feet 8 inches (2036
Rgll.S.6 Handrails. Handrails shall he provided on at least
one side of each continuous run of treads or flight with four.
or more risers,
R311dh6.1 Height. Handmd he~ghr, measured verti-
cally flora the sloped plane adgn ning the tread nosing, or
finish safface of ramp slope, shall be not less than 34
inches (864 mm) and not more than 3 g inches (965 mm/.
R311.5.6.2 Continuity. Handrails for stauways shall be
conftnuous for the full length of the flight, from a point
dfiecfly above the top riser of the flight to a point dlready
above lowest user of the fright. Haadmft ends shall be re-
turned or shall terminate in newel posts or safety termi-
nals. Handrails adjacent to a wall shaft have a space of
not less than 1 V2 thch (38 mm) between the wall and the
handrails.
Exeepftons:
I Handrads shall be permitted to be interrupted
hy a newel post at the rum.
2. The use of a volute, turnout, starting easing or
starting newel sh~l he allowed over the lowest
tread.
SECTION R312
GUARDS
Rg12.1 Guards required. Porches, balconies or raised floor
surfaces located more than 30 inches (762 mm) above the floor
or grade below shall have guards not less than 36 inches (914
mm) tn height. Open sides of stairs with a total rise of more than
30 inches (762 mm) above the floor or grade below shall have
· guards not less than 34 inches (864 mm) in height measured
vertically from the nosing of the treads.
Porches and decks wthch are enclosed with insect screening
shall be provided with guards where the walking surface is lo-
catud more than 30 mabes (762 mm) above the floor or grade
,below.
SECTION R313
SMOKE ALARMS, AUTOMATIC SPRINKLER .
SYSTEMS AND CARBON MONOXIDE ALARMS
IF] R313.1 Smoke alarms. Smoke alarms shall be installed in
the following locations:
1. In each sleeping room.
2, Outside each separate sleeping area in the inmaadlate
alnit~ of the bedrooms.
3. On each additional story of the dwelling, lncluding b
ments but not including crawl spaces aal uninhabitable
attics, la dwelLMgs or flwal[ing units witisplit levels and
without an intervethng door between the ~dj scent levels,
a smoke alarm installed on the upper hi,al shall suffice
for the adjacent lower level provided that the lower level
is less than one full story below the upper level.
~hen more than one smoke alarm is required to be tnstagad
wtehm an individual dwelling unit the alarm devices shall be m-
terconnectad in such a manner that the actuafton of one alarm
wLU acdvato all of the alarms m the ththvidual umt. The alarm
shall he clearly audible in ali bedrooms over background nthse
levels with all intervening doors closed.
Exception: lmereonnectlon is not required where smoke
alarms are permitted to be battery operated in accordmace
with Section R313.1.2.
All smoke alarms shall be bsted and installed th accordance
with the provisions of this code and the household fire wanting
equipment provisions of NFPA 72,
R313.1.1 Exxadng buftdthgs undergoing repmr, alteration,
change of occupancy, addition or rehacaoon shall be pro-
wded with smoke alarms as required by Appendix J.
iF] R313.1.2 Power source. In new construmion, the re-
quked smoke alarms shall receive their primary power from
the building wiring when such wiring is served from a eom-
mereial source, or an on-site electrical power system and
when primary power is interrupted, shall receive power
from a battery, Wiring shall be peimanent and wkhout a dis-
c connecDng switch other than those required for overcurrent
protection. Smoke alarms shall be permitted to be battery
operated when installed in buildings without commercial
power or an on-site electrical power system or in buildings
that undergo repair~ alteration, change of occupancy, addi-
non or relocaoon in accordance with Appendix J
R313.g Combination smoke and carbon monoxide alarms.
Combination smoke and carbon monoxide alarms are permit-
ted, provided the alarm is fisted for such use Comb[nation
s:moke and carbon monoxide alarms shall have distinctly thf-
ferent alarm signals for smoke or carbon monoxide alarm
$cnvafion.
I~313.g.2 Existing buildings. Carbon monoxide almTnS
shall be instal]ed in existing buildings undergoing repak, al-
teration, change of occupancy, adthfton or ralocafion as re-
quired by Appendix J.
[BI SECTION R316
INSULATION
p¢316.1 Insulation. [nsulafion materials, including facings,
stroh as vapor retarders or vapor permeable membranes in-
stalled within floor-cading assemblies, roof-calithg assem-
bIins, wall assemblies, crawl spaces and attics shall have a
flame-spread index not to exceed 25 w~th an accompanying
smoke-devalopad index not to exceed 450 when tested in ac-
cordance with ASTM E 84.
Exceptions:
1. When such materials are mstallad in concealed
spaces, the flame-spread and smokn-devalopad limi-
tations do not apply to the facings, provided that the
facing is mstailad in substantial contact with the unex-
posed surface of the ceiling, floor or wail finish.
2. Calhalose loose-ill] msaladon, whmh is not spray ap-
piled, complying with the requirements of Section
R316.3, shall only he required to meet the smoke-de-
veloped index of not more than 450.
11316.2 Loose-ffil insulation. Loose-fall msuladon materials
flint cannot be mounted m the ASTM E 84 apparatus without a
screen or artffialal supports shall have a fian~e-sgread rating not
tO exceed 25 with ma accompanying smoke~devaloped factor
. not to exceed 450 when tested in accordance with CAN/
Exception: Callalose loose-fifi insuhiSon shall not be
quired to comply with this test method prowded that such
insulation complies with the requirements of Section
Etg16.3 Cellulose loose-ifil insulation. Cnihalose those-ifil in-
sulatmn shall comply with CPSC 16 CFR, Ptms i209 and
1404. Each package of such insulating material shall be clemiy
labeled in accordance wtth CPSC 16 CFR, parts 1209 mad
1404.
111316.4 Exposed attic insnhailon. All exposed insulation ma-
tufials thstefied on attic floors shall have a critical radiant flux
not less than 0 12 wati per square centimeter.
SECTION RglB
MOISTURE VAPOR RETARDERS
IL318.1 Moisture control. In ail framed walls, floors and roof/
c~ffings compnsthg elements of the building thermal envelope.
a ,vapor retarder shall be installed on the warm-in-winter side of
thio msuixrion.
Exceptions:
I. In construction where moisture or freezing wit not
damage the materials,
2. Where the framed cowry or space is ventilated to al-
low rnDtsture to escape,
3. In coantms tdenrifiad with footnote a in Table
SECTION R319
PROTECTION AGAINST DECAY
1{319.1 Location required. In areas subject to decay damage
ag established by ~able R30i.2(i), the following locations
shall require the use of an approved species and grade of lum-
ber, pressur~ treated in accordance with AV~PA C1. C2, C3,
C4, C9. C15,C18, C22, C23, C24, C2g, C31, C33, P1, P2 and
P3, or decay-resistatu hearLw~od of redwood, black locust, or
cedars.
' ' 1, Wood joists or the bottom o/a wood sUmctural floor
when closer than 18 inches (457 mm) or wood gkders
when closer than 12 inches (305 mm) to the exposed.
ground in crawl spaces el unexcavated area located
within the penpbery of the building fuundaDon.
2. All wood flaming members that rest on concrete or
sonry exterior foundation wails and are less than 8 inches
(203 mm) from the exposed ground.
3, Sifts and sleepers on a c~ncrete or masonry slab that is in
threct contact with the ground unless separated from
such slab by an impervious moisture barrier,
4, The ends of wood g~afers entering exterior masonry or
concrete wars having clearances of less than 0.5 inch
(12.7 mm) on tops, sides and ends.
5, Wood siding, sheallfing and wall framing on the exterior
of a buildthg having a clearance of less than 6 inches ( 152
mm) flom the ground,
6. Wood structural members supporting moisture-perme-
able floors or roofs that are exposed to the weather, such
as concrete or mas0rxy slabs, unless separated from such
floors or roofs by an impervious mmsture barrier.
7. Wood fumng steps or other wood framing members at-
tached diready to the intoner of exterior masonry wails
or concrete walls below grade except where an approved
vapor retarder is applied between the wall and the furring
strips or framing members.
R319.1.1 Ground contact, All wood tn contact with the
iground and that supports perraanetu stractures intended for
Ihuman occupancy shall be approved pressure preservative
dreatad wood saltsbie for ground contact use, except ua-
l treated wood may ge used where enthaly below gmundwa-
get level or continuously submerged in fresh water,
IR319.1.3 Posts, poles and columns. Posts, poles and col-
mmns supporting permanent srtuetures that axe embedded ha,
ceoncrale in direct contact with the ground or embedded in
cconereto exposed to the weather shaft be appmvad pressure
ipreserva6valy ~eated wood sufiaffie for ground contact use.
}11319.1.4 Wood columns. Wood columns shad be approved
~momi of natural decay resistance or approved pressure
ipreservativaly treated wood.
SECTION R320
PROTECTION AGAINST TERMITES
R320.1 Subterranean termite control. In ar~as favorable to
terrmte damage as established by Table R301.2(1), methods of
protection shall be by chemical soil treatment, pressure
preservarively treated wood in accordance with the AWPA
standards listed in Section R319.1, naturally termite-resistent
wood or physical barriers (such as metal or plastic termite
shmids), or any combination of these methods.
Section R403
Footings
R403.1 Concrete footings. Concrete footings shall be a
mthhnum erg" deep and 16" wide and made of 3000 psi
concrete and b e a mininaum of 36" below grade unless specified
otherwise.
Table 403.3(1) Air Freezing Index -l vethead
Research Stefion No. 307134 - A~r Freezthg index - 510-
SECTION R404
FOUNDATION WALLS
R404.1 Concrete and masonry foundation walls. Concrete
and masonry fuundason walls shall be selected and con-
almcted in accordance with the provisions of this sectmn or in
accordance with ACI 318. NCMA TR68-A or AC1530/ASCE
5FI'MS 402 or other approved structural standards.
R404.L1 Masonry foundation walls. Concrete masonry
and clay masonry foundation walls shall be constructed as
set forth in Tables R404 1Ail), R404.1.1(2), R404.1.1(3)
and R404.1. [ (4) and sknfi also comply with the pmvadons
of this section and the applicable provisions of Sections
R606, R607 and R60g. ha Seismic Design Categories D~
and D~, concrete masonry and clay masom'y foundation
walls shall comply with Section R404,1.4. Rubble stone
masonry foundation walls shall be constructed in accor-
dance with Sections R404.1.8 and R606,2.2. Rubble stone
masonry walls shall not be used in Seismic Design Catego-
ries D~ and Dy
R404.1.2 Concrete foundation wails. Concrete founda-
tion walls shall be eonalracted as set forth in Tables
R404.1.1(i), R404.1.I(2), R404.1 1(3) and R404.1.1(4),
and shall also comply with the provisions of tths seadon and
the applicable provisions af Section R402.2. In Salsrmc De-
sign Categories Dt and D~, concrete fuundauon walls shall
comply with Secoon R404.1.4
R404.1.3 Design required. A resign in accordance with
accepted engtheenng practice shall he provided for con-
crete or masonry foundation walls when any of the follow-
ing conditions exist.
i. Walls are subject to hydrostatic pressure from
groundwater.
2. Walls supporting more than 48 inches (1219 mm) of
unbalanced backfill that do not have permanent lat-
eral support at the top and bottom,
R404.1.6 Height above finished grade. Concrete and ma-
mary foundation walls shall extend above the finished
grade adjacent to the foundafton at all points a minimum of
4 thches ( 102 mm) where masonry veneer is used and a mia- '
~mum of 6 inches ( 152 mm) elsewhere.
SECTION R405
FOUNDATION DRAINAGE
R405.1 Concrete or masonry foundations. Drains shall be
provided around all concrete or masonry foundations that retain
ear[h and enclose habitable or usable spaces hieated below
grade. Drainage tiles, gravel or crushed stone drains, perforated
pipe or other approved systems or materials shall be thMaHed at
or below the area to be protected and shaft discharge by gravlt~
or mechanical means rote an approved drainage system. Gravel
or crashed stone drains shall extend at least 1 foot (305 rmn) be-
yond the outside edge of the footing and 6 inches (153 mm)
above the top of the footing and be covered with an approved fil-
ter membrane matadal. The top of open joints of drain tries shall
be protected wfth strips of braiding paper, and the drainage files
or perforated pipe shah be placed on a n~nimum of 2 inches (51
ram) of washed gravel or cmabed reek at least one sieve size
larger than the hie Jmnt opening or perforason and covered wkh
not less than 6 inches (153 mm) of the same material.
Exeepfion: A drainage system is not required when the
foundation ~s installed on weft-drained ground or
sand-gravel mixture soils according to the Unified Soil
. Classification System, Group 1 Softs, as detailed m Table
SECTION R406
FOUNDATION WATERPROOFING
AND DAMPPROOFING
R406.'1 Concrete and masonry foundation dampproofing.
Except where required to he waterproofed by Section R406.2,
foundation walls that return earth and enclose habitable or us- '
able spaces located below grade shallbe dampproofad from the
Iop of the footing to the finished grade. Masonry wafts shall
have not less than 3/~ inch (9.5 mm) portland cement pargthg
appfied to the exterior of the wall. The parging shall be
dampproofed with a bituminous coating, 3 pounds per square
yard (1.63 kg/m~) of acrylic modified cement, Vrincb (3.2
mm) coat of surface-bonding mortar comp134ng with ASTM C
887 or any material permitted for waterproofing in Screen
R406.2. Concrete wails shall be dampproofad by applying any
one of the above listed dampprooilng materials or any one of
the waterproofing materials hsted in Section R406.2 to the ex-
terior of the wall.
Exception: Pargmg of unit masonry walls is not required
where a material is approved for dlreet apphcation to the
masonry.
R406.2 Concrete and masonry foundation waterproofing.
In areas where a high water table or other severn stol-water con-
ditions are known to exist, exterior foundation walls that reta~
earth and enclose hahatable or usable spaces located below
grade shall be waterproofed ~ith a membrane extending from
the top of the footing to the rialshed grade. The memhrane shall
consist of 2-ply hot-mopped felts, 55 pound (25 kg) roll roofi
[ag. 6-mti (0.15 mm) polyvinyl chloride, 6-mll (0.15 mm)
polyethylene or 40-mil ( 1 mm) polymer-modified asphalt. The
joints ~n the membrane shall be lapped and sealed with an adhe-
sive compatible with the waterproofing membrane.
SECTION R408
UNDER-FLOOR SPACE
R408.1 Ventilation. The under-floor space between the kal-
tom of the floor jalMs and the earth under any building (except
space oeeupiad hy a basement or cellar) shall he providhd with
ventilation openings through foandalion walls or exterior
walls. The mmknum net area of ventilation openings shaft not
he less than 1 square foot for each 150 square feet (0.67 m2 for
each 14 m2) of under-floor space area. One such ventilating
opening shall he within 3 feet (914 mm) of each comer of said
huilthng.
R408.2 Openings for under-floor ventilation. The minimum
net area of ventilation opemngs shall not be less than 1 square
foot (0.67 m~) for each 150 square feet (14 m2) of undeffioor
space area. One such venulaftng opei~ng shah be within 3 feet
(914 mm) of each comer of the building. Venftthuon openings
shall be covered for then: height and width with any of the ful-
lowing materials provided that the least dmiensthn of the cov-
ering shall not exceed ?~ tach (6 4 rrma):
i. Pefforatud sheet metal plates not less than 0 070 inch ( 1.8
mm) think.
2. Expanded sheet metal plates not less than 0.047 Lueh ( 1.2
mm) thick.
.3. Cast-iron grills or grating.
4. Extruded load-homing brick vents.
5. Hardware aloth of 0.035 thab (0.89 mm) wire or heavien
6, Corroalon-resmtsnt wire mesh, with the least thmenalon
being V~ inch (3.2 mm).
Exeepfmns:
1. Where warranted by alLmattc conditions, retaliation
openings to the outdoors are not reqmred if ventdh-
lion openings to the intoner are provided
2. The total area of ventilation openings may be reduced
to ft~0o of the under-floor area where the ground sur-
face is treated with an approved vapor retarder mate-
fiat and the reqmred openings are placed so as to
provide cross-ventilation of the space The installa-
tion of operable louvers shall not be proththted.
R4gg.3 Access. Access shall he provided to ail under-floor
spaces. Access openings through the floor shall be a mimmum
of 18 inches by 24 inches (457 mm by 610 mm). Openings
through a perimeter wall shall be 16 inches by 24 inches (407
mm by 610 ram), When any portmn of the through wall access
is below grade, an areaway of not less than 16 roches by 24
inches shall be provided. The bottom of the areaway shall be
below the threshold of the access opemng Through wall access
npenmgs shall not be located under a door to the residence, See
Section Mtg05.1.4 for access requirements where mechanical
equipment is located under floors.
R408.4 Removal of debris. The under-floor grade shaft be
cleaned of all vegetation and organic material. All wood forms
used for placing concrete shall be removed before a braiding is
occupied or used for any purpose. All construction materials
shah ge removed before a budding is occupied or used for any
purpose,
R4fi8.5 Finished grmie. The fimshed grade of under-floor sur-
face may be located at the bottom of the footings; however,
where there ts evidence that the groundwater table can r/se to,
within 6 mxhes (152 mm) of the finished floor at the bu ftcKng
perimeter or where them Is evidence that the surface water does
not readily drain from the building site. the grade m the un-
der-Poor space shall he as thgh as the outside finished grade,
unless an approved drainage system is provided. ' ~
SECTION R502
WOOD FLOOR FRAMING
R502.2 Design and construction. Floors shall he designed
and constracted in accordance with the prowmons of this chap-
ter, Figure R502.2 and Sections R319 and R320 or in accor-
dance with AF&PA/NDS.
R502.2.1 Deekn. Where supported by attachment to ma ex-
' toiler wall, decks shall be positively anchored to the primary
Mmcture and designed for both verdoal and lateral loads as
applinable. Such attachment shall not be accomphshed by
~ nsc of tuena s or naris subject to w thdrawal Wbere
accordance with Tables R502.3.1(1) and R502.3.1(2), For'
to the AF&PA Span Tables for Joists and Rafters.
TABLE R4Othl al(l)
PLAIN CONCRETE AND PLAIN MASONRY FO ft NDATION WALLS
4 6 6 6 6 solida or 8 6 so]ida or 8 6 solid~ or 8
5
5 6 6 6 6 solid" or 8 8 10
4 6 6 6 6 solidd or 8 6 solida or 8 6 solida or 8
6 5 6 6 6 6 solid~ or 8 8 10
R502.3.1 Sleeping areas and attic joists. Table
B502.3.i(1) shall be utilized to determine the maximum al-
lowable span of floor joists that support sleeping areas and
attics that are accessed by means of a f~xed stairway pro-
vided that the design five load does not exceed 30 psf (1.44
kN/m:) and the desig~ dead load does not exceed i0 psf
(0.48 kN/m~). The allowable span of ceflthg joists that sup-
port at firs utilized for lmixted storage or ao storage shMl be
deternrined m accordance with Section R802.4,
R502.3.2 Other floor jnists. Table R502 3.1 (2) shall be uft-
Hzed to determine the max/mum allowable span of floor
joists that support all areas of the building, other than sleep-
ing and attics, provided that the design live load does not ex-
eead 40 pef (1.92 kN/m~) and the design dead does not
exceed l0 psf (0.48 kN/m2).
R$02.3.3 Floor cantilevers. Floor cantdhver spans shall
not exceed the nominal depth of the wood floor joist, Floor
cantilevers constructed in accordance with Table
R502.3,3(1) shall be permitted when supporting a
light-flame bearMg wall and roof only. Floor cantilevers
supporting an exterior balcony are permitted to be con-
alructed ha accordance with Table P,502.3.3 (2).
R502.5 Allowable girder span~. The allowable spans of grrd-
ers fabricated of dimension lumber shall not exceed the values
set forth in Tables R502.5(i) and R502.5(2).
R502.7 Lateral restraint at supports. Jmsts shall be sup-
ported laterally at the ends by full-depth solid hloaking not less
than 2 ~nches (51 mtn) nominal in thickness; or by attachment
to a header, hand, or rimjmst, or to an ad3 girting smd; or shall be
otherwise provided with lateral support to prevent rotatthn.
Exception: In Salsiam Design Categories D~ and De, lateral
restraint shall also be provided at each ~tuermedlate support
R502.7.1 Bridging. Joists exceeding a normnal 2 Inches by
12 inches (51 mm by 305 mm) abaft be supported laterally
by solid hloakin g, thagonal bridging (wood or metal), or a
continuous 1-in,ch-by-3-inch (25.4 mm by 76 mm) str~p
nailed across the bottom of joists perpendicular to joists at
intervals not exceeding 8 feet (2438 nun).
R502.8 DrflBng and notching. Structural floor members shall
not he cut, bored or notched in excess of the fimitatmns speci-
fied in this section. See Figure R502.8.
R502.9 Fastening. Floor framing shall be nailed m accordance
with Tabhi R602.3( 1 ). Where posts and beam or gl[tier consrtuc-
fion is used to support floor flaming, posiSve connechons shall
be provided to ensure against uplift and lateral thsplacement.
R502.10 Framing of opeIdrlgs. Openings in floor framing
shall be framed whih a header and thmmer jo~sts. When the
header joist span does not exceed 4 feet (1219 mm), the header
joist may be a aingl~e member the same size as the floor joist.
Smghi trlmmer jois[s may be used to carry a smghi header joist
that is located withha 3 feet (914 mm) of the tr~rmner jmal bear-
ing. When the header joist span exceeds 4 feet (1219 mm), the
thmmer joists and dre header jdist shall be doubled and of suffi-
meat cross secDon to support the floor joists framing into the
header, Approved lsangers shall be used for the header joist to
mmmergrist connecuons when the header j mst span exceeds 6
feet ( 1829 mm). Tail[joists over 12 feet (3658 mm) long shallile
supported at the boarder by framing anchors or on ledger strips
not less than 2 inches by 2 inches (51 mm by 51 mm),
R502.12 Draflstopping required. When there is usable space
both above and knlow the concealed space of a floor/callthg as-
sembly, draflstups shag be installed so that the area of the con-
coaled space does not exceed 1,000 square feet (92 9 m2),
Draftalopping shall divide the concealed space into approxi-
mately equal areas, Where the assembly is enclosed I'y a floor
membrane above a~d a ceiling membrane below draflstopping
shall be provided in floor/cmilng assemblies under the follow-
lng circumstances:
1. Calling is suspended under the floor framing.
2. Floor framing; ts constructed of truss-type open-web or
perforated me~mbers.
Rf02.g2.1 Materizls. Draflstopping materials shall not be
less than W-inch (12.7 mm) gypsum board, Vrinch (9.5
mm) wood structural panels, V~-thch (9,5 mm) Type 2-M-W
parficlebeard or other approved materials miequ~ialy sup-
ported. Draflstupphag shall be installed paraftel to the floor
fi-amthg members unless otherwise approved by fl~e code
enforcement official. The integrity of all draftstups shaft he
malntmnad.
11502.13 Fireblocking reqaired. Flreblockthg shall be pro-
vided m wood-flame floor construction and floor-calhng as-
sembhes m accordhuce with Sectmn R602.8.
SECTION R503
FLOOR SHEATHING
R503.1 Lumber slseathlng. Maximum alhawable spans for
lumber used as flour sheathing shall com~orm to Tables R500.1,
R503.2.1.1(1) and P4503.2 1.1(2).
SE~CTION R602
WOOD~ WALL FRAMING
R602.3 Design and construction. Exterior w~lls of
wood-frame construction shall be designed and eonstmctad in
aceordhnce with the provisions of this chapter and Figures
R602.3(1) and R602.3(2) or in accordance with AF&PA's
NDS. Components of exterior walls shall be fastened in accor-
dance with Table R602.3(1 ) through R602.3(4), Exterior walls
covered with foam plastic sheathing shaft be braced m accor-
dance with Section R602.10. Strutuural sheathing shall be fas-
tened directly to structural framing members.
R602.3.1 Stud size, height and ~pacing. The size, height
and spacing of studs shalI be in accordance with Table
R602.3.(5).
TABLE B405.1
R602.4 Interior load-bearing walls. Interior load-beaung ·
walls shall be constructed, fi-amed and flreblocked as speci fled
for exterior walls,
R602.g Interior nonbearing wails, interior nonbearthg
walls shall be permitted to be constructed with
2-inch-by-3qnch (51 mm by 76 mm) studs spaced 24 inches
(610 mm) on center or, when not part of a braced wall [the,
2-inch-by-4-theh (51 mm by 102 mm) flat studs spaced at 16
roches (406 mm) on center. Interior nonbearthg walls shall
be capped with at least a slnghi top plate. Interior nodbearing
wails shall be fireblocked in accordance witl~ Section
R602,8.
R602.6 Drilling and noteffing--studs. Any stud tn an exterior '
wall or bearing parmion may be cut or notched to a depth not
exeeethng 25 percent of its w~dth, Studs in nonbearing parti-
tions may be notched to a depth not to exceed 40 percent o[ a
single stud width, Any stud may be bored or drifted, provided
that the diameter of the resulting hole Is no greater than 40 per-
cent of the stud width, the edge of the hole is no closer than ~/~
inch (15.9 mm) to the edge of the stud, and the hole is not Io-
coted in the same section as a cut or notch. See Figures
R602 6(1 ) and R602.6(2). For bored holes for electrical wrong,
see Table E3702.1.
Exceptions:
I A stud may be bored to a diameter not exceeding 60
percent of tls width, provided that such studs located
in exterior walls or beating partitions are dhu bled and
that not more than two successive studs are bored.
2. Approved stud shoes may be used when installed m
accordance with the manufacturer's
recommendation.
R602,6.1 Drifting and notchhag of top plate. When piping
or ductworh is placed m or parfty in an exterior wall or inte-
rior thad-beadng wall necessitating cutting, drifting or
notching of the top plate by more than 50 percent of ~ts
width, a galvanized metal fie of not less than 0.054 inches
thick 1.37mm 16ga)andlV, incbes(38mm)wldeshadibe
fastened to each snie of the opening with not less than four
16d nails at each side or equivalent, See Figure R602dh 1.
Exception: When the entire side of the wall with the
notch nr cut ~s covered by wood structural panel
sfteathing.
R60g.7 Headers. For bender spans see Tables R502,5(i) and
R502.5(2).
R602.8 FirebhacRing required. Fireblocking shall be pro-
vided to cut off all concealed draft openings (both vertical and
hofizomal) and to form an effective fire hamer between stones,
and between a top story and the roof space. Firebthcking shall
be provided th wood-frame consmactton m the following loca-
tions.
1 In conceahad spaces of stud wafts and partitions~ malud-
lng furred spaces and parafte[ rows of studs or staggered
studs, as fnihaws:
1.1. Vertically at the calling and floor levels.
1.2. Hor~zontsily at intervals not exceeding i0 feet
(3048 mm).
2. At aft interconnecftons between concealed vertical and
hodzotual spaces such as occur at soffits, drop calhngs
and cove ceilings.
3. In concealed spaces between stair stringers at the top and
bottom of the mn. Enclosed spaces under stairs shall
comply with Section R311.2.2.
4. At openings a~ou nd vents, prpes, and ducts at calftng and
floor level, with an approved material to resist the free
passage of flaxne and products of combustion.
5. For the firablockhag of chum heys and fireplaces, see Sec-
6, Fkeffioekang of commes of a two-family dwelfing i~ re-
quired at the line of dweffing umt separation.
R602.10 Wall bracing. Ali extenor walls sh~/be braced in ac~
cordance with this seefton In addition, interior braced wall
lines shall be provided in accordance with Section
R602 10.1./, For ballthngs in Seisntic Design Categories Dt
and D~, walls shall be constructed in accordance w~th the adth-
ttonal requirements of R602,10.9, R602.10, I 1 and R602.i E
R602.10.1 Braead wall fines. Braced w~l lines shad consist
of braced wall panel construcfton methods in accordance
with Section R602. l 0.3, The amount and thcatlon of bracing
shall be tn accordance with Table R602,10.i and the amount
of bracing sbalI be the greater of that required by the Seismic
Design Category or the design wind speed. Braced wall pan-
els shall begin no more than 12,5 feet (3810 nun) from each
end dr'a graced wall llne, Braced wall panels that are counted
as part of a braced wad line shad be in Lhie, except that offsets
out-of/plane of up to 4 feet (12 t 9 rom) shall be permitted pro
vided that the total out to-out offset dimension m any braced
wall line is not more than 8 feet (2438 mm).
A designed collector shall be provided ff the bracing be-
Dns more than 12 feet (3658 nun) from each end of a braced
R602.10.1.1 Sgnalng. Spacing of ffiacad wall lines aball
not exceed 35 feet (l 0.668 mm) on center in both the thn-
gttudmal and transverse dtrecdons In each story
Exception: Spacing of braced wall lmes not exceed-
mg 50 feet abaft be permgted where:
I The wall bracing prowded equals or exceeds
the amount of bramng required by Table
R602.10.1 multiplied by a factor equal to the
braced wafihne spacing divided by 35 feet, and
2. The length-to-width ratio for the floor/wall dia-
phragm does not exceed 3:1.
PRIOPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
UNIFIIE D COIL VOLUME CHALICE
SOIL CLASSlIFICATION 0RArNAGE FROST HEAVE POTENTIAL
GROUp SYSTEI~ SYMBOL SOrL DESCRIPTION CHARACTERiSTiCS. POTENTiAL EXPANSION~
GW Wall-graded gravels, gravel sand mlxtares,
tittle or no fines. Good Low Low
GP Poorly graded graven or gravel sand
mtxtures, little or no Fmcs. Gnod Low Low
Group I ~W Wefi-graded smlds, gravelty sands, little or
no fines, Good Low Low
SP Poorly graded sm~dr or gravally s~uds, Iiale
or no fines. Good Low Low
OIM Sdty gravels, gravel-sand-alit mixtures Good Medium Low
thM Silty sand, sand-sth mixtures. Good Medium Low
GC Clayey gravels, graval-sand-¢tsy m~xmres, Medium Medium Low
~C £[ayey sands, sand-clay mixture Medium Medium Low
hiorgaalc silts and very fine sands, rock
Group ff b/AL goer, silty or clayey fine sands or alayey Medium High Low
silts with shght plasticity.
tuorgaale el&ys of low to medium ptssttcit~.
CL ~avally clays, sandy clays, silly clays, lean Medium Methum Medlmn
O)L alasfictt~. Poor Methum Medmm
ForSI linch=254mlra
WAILNING:
It {S ~ violation of thc law for any person,
unless acting nnder the direct supervision
of a licensed ~chitect, to alter any item
in any way bearing the seal of an architect.
If an alteration is made, the altering
architect shall affix to hts item the geal
and the notation "Altered by:" followed by
Bfs signature, the date of such alteration,
and a specific description of the alterauon~
THO
N ,T,
Lane
/fa iqaspe/
])
I Architect, P.C.
mnaffioxs
(Copyright
Ira Hasnel All Pughts Reserved.
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