HomeMy WebLinkAbout41688-Z �oSUFFaI,rCpp� Town of Southold 2/2/2018
P.O.Box 1179
a
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39489 Date: 2/2/2018
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 410 Cedar Dr., Mattituck
SCTM#: 473889 Sec/Block/Lot: 106.-10-20
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/9/2017 pursuant to which Building Permit No. 41688 dated 5/31/2017
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:
ADDITIONS AND ALTERATIONS INCLUDING AN"AS BUILT"DECK TO AN EXISTING ONE FAMILY
DWELLING, PER ZBA DECISION#7094,DATED 09-21-2017, AS APPLIED FOR.
The certificate is issued to Chalone,Anthony&Chelsea'
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41688 09-27-2017
PLUMBERS CERTIFICATION DATED 10-23-2017 M tuck Plumbing
\W&A,
060
ed Signature
�g�FFot�co TOWN OF SOUTHOLD
moo G BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
P . • 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#: 41688 Date: 5/31/2017
Permission is hereby granted to:
Chalone, Anthony
440 Cedar Dr
Mattituck, NY 11952
To: legalize "as built" deck addition and construct new additions and alterations to
single-family dwelling as applied for. Additional certification may be required.
At premises located at:
410 Cedar Dr., Mattituck
SCTM # 473889
Sec/Block/Lot# 106.-10-20
Pursuant to application dated 3/9/2017 and approved by the Building Inspector.
To expire on 11/30/2018.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $398.00
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $688.00
CO -ADDITION TO DWELLING $50.00
Total: $1,136.00
B Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains legs than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.//00 13)
`Date. `�I I-1
New Construction: Old or Pre-existing Building: (check one)
Location of Property: y l® �--
House No. ,.` J Street Hamlet
Owner or Owners of Property: 1 ��`dl '� cm--� 0-ka-q a�
Suffolk County Tax Map No 1000, Section Block 1 0 Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: I/ (check one)
Fee Submitted:$
Ap t Signature
®��oF sov��®l
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 ® Q roger.richert(d-)town.southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Chalone
Address: 410 Cedar Drive city,Mattituck st: New York zip: 11952
Building Permit#: 41688 Section: 106 Block 10 Lot: 20
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Modern Electric East License No: 4253-E
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 1 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors 1
Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 10 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt 30A Emergency Fixture Time Clocks
Disconnect Switches $ Twist Lock Exit Fixtures TVSS
Other Equipment. 1- Exhaust Fan, 1 Combination ARC Fault/ GFCI Circuit Breaker,
1-ARC Fault Circuit Breaker.
Notes:
Inspector Signature: Date: September 27, 2017
0-Cert Electrical Compliance Form.xls
Telephone(631)765-1802
Par MMI 7fi5 46f?9
P.O.Box 1179 , '
Southold,NY 11971-0959
BUaDINGDEPARIMEW ® �D��
TOWN QF SOUTHOLD DD
OCT 2 6 2017
CERTIFICATION TOWN OFSOU'THOLD
Date:
Building Permit No. `'1 C.O�-g'
Owner: 1 Q y- NACLN'Uacdonf
(Please print)
*jo".-Noe
Plumber: L-gc,l'_ ,,
(Please print)
I certify that the solder used,in the water supply system contains less than 2/10 of 1%
lead.
( lumbers Signature)
Sworn to before me this
day of"6er– , 20 (-1
CHELSEA L. CHALONE
Notary Public, State of New York
Registration#01CH6287106
Qualified.In Suffolk County
` Commissjon Expires Aug.5,202,1Notary Public, 1' County
N o
a
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
t
DATE INSPECTOR
F souTyolo
TOWN OF-SOUTHOLD BUILDING DEPT.
765-1802
FNSPECTION-
[/FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] F UNDATION 2ND [ ] INSULATION
[ tKFRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: 4 _ Oh/ a t004` oVr 'dV✓ 'aY
-C/ pvr✓ � S �� ,v✓ i v� m
svirvem Aw PAw%�
"vyw� -nk
t5 AOLAVE� Pa
✓"04 bvi 4-4
2
DATE / INSPECTOR
SOF SOUK,
�o� olo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] UNDATION 1ST [ ] ROUGH PLRG.
IV FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL)
REMARKS: .D"fi A, '` •�,
DATE INSPECTOR
SOUTyo�
��'YOOUMV N�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH-PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR Y
50�jyo
o �o
caUfVil,�c�
TOWN OF SOUTHOLD BUILDING DEPT.
765-16®2
1111 S P E C T 1 %0"' N
[ ]
FOUNDATION 1ST [ ] ROUGH PLSG.
[ ]
FOUNDATION 2ND [ ] INSULATION
FRAMING / STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: N.14.1'.0 I` `V
DATE ®� °� INSPECT®R
JAMES J. DEERKOSKI P.E. D [EC[EO'V[E DD
260Deer Drive OCT 2 6 2017
Mattituck,NY 11952
(631) 774 7355
BUM NkI 14 G, DEI h".
Date: September 9, 2017 TOWNOF SOUTHOLD
To: Chalong
410 Cedar Dr.
Mattituck,NY 11952
Permit#41688
Re: Framing/Strapping/Plumbing Inspection
To Whom It May Concern:
This letter certifies that a framing/strapping/plumbing inspection was performed at the
above mentioned property and all work was installed as per plan and meets all state and-
local codes. A pressure test was also performed on the entire plumbing system Any
questions feel free to call.
()F NEW Y
oEEj? '0 � cerely,
w
;;•:U:F . es Deerkoski P.E.
07
AROFESS\��
2o
JAMES J. DEERKOSKI P.E.
260Deer Drive OCT 2 6 2017
Mattituck,NY 11952
(631) 774 7355
Date: October 1, 2017 T07fffi OF SOUHOLD
To: Chalong
410 Cedar Dr.
Mattituck,NY 11952
Permit#41688
Re: Insulation Inspection
To Whom It May Concern:
This letter certifies that a insulation inspection was performed at the above mentioned
property and all work was installed as per plan and meets all state and local codes. Any
questions feel free to call.
p N E W y S1 cerely,
�P�� �• FR/ro��-
.°r' x J Deerkoski P.E.
0, .: ,
0
AROFES 0
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STATE BNE-RdY • r
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MUNIF
OR
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KAMM
TOWN OF SOUTHO_LD a, BUILDING PERMIT APPLICATIONieHEC + :IST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
,. SOUTHOLD;:NY't1�19714'�L�;.�c,'ti',>'sri`ic�, ;•f:;l�°;�;' ! , �+ ��st.a _;�� �_..;;�tti:.;�Afi ��:,�;�.;<',ir;y,:��r.t•'r�:4',s �ofiBuildin +Plans s+fri42�'°•+r °.:�l�y�^: , .w'
TEL: (631)76_5-1802 . .__..,_ .:..._ '- _ _ Planning?B oard,approyal,,,i.'�_b t;
FAX: (631)765-9502 _ - (Sur ey '
SoutholdTown.NorthForknet MIT. PERNO. aj Check,,)jct bws : �J LIL of tw;i '.fl
__. N_ Septic Form
t,.S:D.E.C.9:;-:
C:0.'tePS,
pplication -- - - -
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Exam 20 ; �i'$ _mgle&.Se
iat.,',�tsay ��;t,€'� .. .-- P Sto -Water Assessment Form
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Approved 20=' Y f JC V`
Disapproveda%c_ �;s`GFi:,r+' ` r i �`i �fi'Jd:3 �i6 'a Jt;� a:is 'J f'ir( ;' J�:;
Phone:
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SO
APPLICATION FOR BUILDINGmn
OF PE U�'HOLD
P;i? ' _ ----___.1fir` ✓r _ 'P?S'.s'1 a :�irr: i+"'. 1 h_.y dtb'i! i:' d:;r i?;4E1� 4i;(!!iek
..._ _ �......._.__... , ___ . __`._._ --�- ' • --`__..�___�._�=';;�'!,_ad� '#r.; �'.��t'!'�D°date_�"l(�'��,.,�•L x''20'`
INSTRUCTIONS
a.This'application MUST be completely filled.in by typewriter or,in ink and submitted to the,Building Inspector with 4
' sets of plans,T accurate;plot plan to_scale.'Fee according to schedule..�& rr',''r;, + r, ', ?,'f:s�;:�c=t`}'f t ga is:I .0!'
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or .
areas,and waterways. # t }
', .. ai F' J"r `''t�F ts`/ei{ (is �•.:''4 r!1�-' i:• vea 1
c.The work covered liy flu's application may not be=commenced before issuance,of Building Permit-
Upon approval of*s application,`the}BiuildJ.ing}Inspectorwill issue.a,Building rPermit,to the applicant Such�a permit ;
shall be kept on the,preihise§available for inspection througl out the work. `" P
e.No building shall be'occupied or used in whole,or in part for any purpose what so ever until the Building Insppector,.
a ) '` G:'?t)'t' �ti:r (9f?'}`Ni .''. :ii, n,'�';, "t i11 ,�,�, E )")
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 ciiiipletedewitliiiitl8.months-fromsucli`date:If_'no zoning.amendments or`otheilregulations affecting�the i
property have been enacted�in thelinterim,the Building_Inspector-may authorize,.in.writing,•the-extension.of theFpd1init1f6i[ari4,
addition six months.Thereafter;•a•n`ea!permit shall be rgquired c#r `c
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to`the
Building Zone Ordinance o f the Town,,Qf,,Southold;;Suffolk;County,Newfi York;and other applicable;Laws;=Ordinances;or ;,i
Regulations,for the constructiongofbuiidings;additions;or;alteyations or.fo>)removal or demolitionwas hereiri;described.`.The
applicant agrees to comply with all applicable laws ordinances building code housing code .andtre i ns tandto admit
.,t
+r t C.— fa,tA1 °(r °. � ,a ('✓: a tt° D .(t
authorized inspectors on premises and in building'for necessary inspections ; #f, `� k:; ,,lr • ,,t,r �z, � ys ; ! r`a`j,,r ;# ,;
ia„(Si .._ .'.' �� - ._., I '•°'i .,,
gnature of applicant of ii 'if a'coiporaiion),
;}'°r `oa i
4-
T,,;-'SiibdiVi§i Filed Map No.j}
Iqij,�t-:k:!,xf y' .011 vut)
_ T
yj J"�(I
2. State existing use,andIdocupa
ncyof premises and intended use a occupancy of proposed!dbhstrifctioff-,1, _L1,17 311 1511.
a. Existing use.and,occapai,icy Qy-j InnrU "(zi rkw-12 �Q T
b Intended use and oc;
pupan
_pupanc
eck-_*fi1i'd_'9`ap'j�'
3. Nature of-work-(ch licable):New Building, Addition X Alteration,
Repair-- — -Removal",'.', Demolition Other Work d 4 L—14 1 1,k dj
(Description)
4. Estimated bFee
fri-it"I (To be paid on filing this application)
5. If&Wdlling,number of dwelling units _L_Number of dwelling units on each floor
If garage, number of cars
ed specify nature and extent of each typp JO
6. If business,-qqm'__7''
k-;q
7. DiffidfisidfftOd existing structures if any:bront 7q
Height 19 umber of Stories I
Dimensions of sap Rear to 2-1
same onadditi6fis"Front
.'y?42. 'Aght I Number of Stories I
-F�-T-? T , "'N
0 �ith alterations,
Depth
0,V1 f 0,11 8 7,i Li'if T'j" j 3,111
8. Dimensions of entire new construction:Front Tf I ' 'iear�. Z-_V' Depth
--J1 Height :;Number of Stories
9. Size of lot:Front Rear
� 1 Depth
X
I ,
bol". 4"t; to io i�Ai P',
A'i
10.Date of Purchase ZO 10 Name of ForinevoWrier ii!if
I I'll 7.
11.Zone or use distflct in which premises are situated IseCA
�q,; tKv, ---o -j'
12. rirt aw,brdiriahide or regdlifidn?'YES,
'11,vW M IN f,"If pid! I 10t�•77,=F, 13
nT -..,j m
13.Will lot bi'e_r'ee"-!_�i.f� ';114YES �6!XVI-ifIflexces's f e removed from premises?
vWIP, uhi1rjf;i""J b'_)wjvn nm')i
FC
14., n kneNb
do MID,,
es of q,of _Vses _rqss L
AddressSb
Name of Contractor b AddresgeJbAnd'Mi WiNI:�4,,Phone-No. .,-.I LQCr—V!)98
jr,n,,aA,-h-ftut,t, ysi,,�t j nrv�
-;ilj-I(P;
15a.Isthis-prppertywithih`f,00,fd,Otl-bflaliti&IIWet'
*IFYE-S,"S'OUrT—HOLDIT-ow,N�',TR.tsitEsf&,DiP,,.c.,,,pt,Rmr,-rsm,A,�y,'BER�EQIJMD.)tj','�'J""- (,'"',"-�'
b.IsIthig" ' 'Withiii 300'fedfff a,tidal�veiland?"*' 'YES"' 'No,v-J -ill` It i vr irrf"J_11 0 -,"rt a,!; ,F, 1 1
prop6iv
IF YES,D.E.C,PERMITS MAY BE REQUIRtb
M-Provide surveyi-to-scalei 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 NOX_
,$,PR0,y,PEAC0P,y�
STATE OF NEW YORK)
COUNTY OF
`tieing duly sWorfi,deposes and says that(s)he is the applicant
(Name of indi 'dual signing contract)above named,
(S)He is the
(Contractor,Agent,Corporate Officer,
of said owner or owners,and is duly authorized to perform or,have jir?6imied_ihisaid work and to-make and ffleft;appjicatiqni;;
that all statements contained in this application are true to thib&sf-0ffiii_knowledge and belief;_aiid__ika_f'the,work'jiNijl r;
performed in the manner set forth in the application filed therewith.-,
Sworn to before me this
---day-o .. ...
__!7 _ Notary-Public. SignaturePP
COLIN P.ASTARITA
NOTARY PUBLIC,STATE OF NEW YOWL
Regishbon No.02AS6070143
QbalrW in Suffolk County
C.fornrnission-ElxplreG4bruary 19,2018
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: June 19, 2017
TO: Anthony Chalone
440 Cedar Drive
Mattituck,NY 11952
Please take notice that your foundation location dated June 16, 2017:
In conjunction with building permit#41688: to construct additions and alterations to an
existing single-family dwelling at:
Location of property: 410 Cedar Drive, Mattituck,NY
County Tax Map No. 1000 - Section 106 Block 10 Lot 20
Is returned herewith and disapproved on the following grounds:
The additions and alterations, on this nonconforming 15,000 sq. ft. lot in the Residential
R-40 District, are not permitted pursuant to Article XXIII Section 280-124 which states;
lots measuring less than 20,000 square feet in total size require a minimum front yard
setback of 35 feet.
The construction has a front yard setback of 33.9 feet.
Authorized i
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file,Z.B.A.
4._ . . .�
BOARD MEMBERS ®f SO Southold Town Hall
Leslie Kanes Weisman,Chairperson �� �`® 53095 Main Road-P.O.Box 1179
�O Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes G Q Town Annex/First Floor,Capital One Bank
Gerard P.Goehringer '�c� ® �� 54375 Main Road(at Youngs Avenue)
Nicholas Planamento �yCQU Southold,NY 11971
® [EC[Eo'v[� http://southoldtownny.gov
DD ZONING BOARD OF APPEALS PP
Cf IED
SEP 2 6 2017 TOWN OF SOUTHOLD °� 5�12YyZ
Tel.(631) 765-1809-Fax(631)765-9064 Z X20
BI ELDING DEPT. S uthold Town Clerk
TOWN OF SOUTHPAWDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF SEPTEMBER 21,2017
ZBA FILE 7094
NAME OF APPLICANT: Chelsea and Anthony Chalone
PROPERTY LOCATION: 440 Cedar Drive,Mattituck,NY SCTM No. 1000-106-10-20
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk
County Department of Planning under Administrative Code Sections A14-14 to 23.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 15,000 sq. ft. parcel located in R-
40 Zoning District. The property measures 100.00 feet fronting Cedar Drive along the easterly property line,
measures 150.00 feet along the southerly property line, measures 100.00 feet along the westerly property line and
measures 150.00 feet along the northerly property line. The property is improved with a one story frame dwelling,
an attached wood deck and an "as-built" addition shown as a concrete foundation as shown on a survey prepared
by Howard Young, L.S. revised June 16, 2017. The survey also notes that the parcel was created as part of a
subdivision entitled, Mattituck Development Corporation, filed with the Suffolk County Clerk's Office on May 1,
1923.
BASIS OF APPLICATION: Request for a Variance under Article XXIII, Section 280-124; and the Building
Inspector's June 19, 2017, Notice of Disapproval based on an application for a permit to construct additions and
alterations to an existing single family dwelling in conjunction with Building Permit No. 41688; at: 1) proposed
additions less than the code required minimum front yard setback of 35 feet; at: 410 Cedar Drive, Mattituck, NY.
SCTM#1000-106-10-20.
RELIEF REQUESTED: The applicant requests a variance to legalize a 495 sq. ft. addition to a single family
dwelling which creates insufficient front yard setback of 33.9 feet, where the code requires a 35 foot minimum
front yard setback. The applicants have already completed the construction since they were issued a building
permit No. 41688 on May 31, 2017 to legalize an "as-built" deck addition and to construct a conforming one-story
addition and alterations to the to the north western side of their home. The code requires a 35 foot setback from the
front yard property line.
Page 2, September 21, 2017
#7094, Chalone
SCTM No. 1000-106-10-20
ADDITIONAL INFORMATION: The Notice of.Disapproval indicates that this variance application is the result
of additions permitted by the Building Department by permit issued on May 31, 2017, but was improperly
constructed. Accordingly, following a foundation inspection, the Town's building inspector determined that the
improvements did not meet the required front yard setback. The Notice of Disapproval was then issued on June 19,
2017.
The applicant's legal representative submitted a letter dated September 5, 2017 including exhibits, which listed
matters to be considered by the Board when making their decision as outlined by Town Law.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on September 7,2017at which time written
and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property
and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. Cedar Drive is a narrow unpaved isolated road. The majority
of the homes on the road have similar setbacks to what the applicant proposes/has built The existing home is
currently setback 31.8 feet from the front yard property line, which is more non-conforming than the 33.9 foot
setback that is requested
2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. The applicant could have complied with the code required
front yard setback when the building permit was issued. However, the foundation was improperly installed so a
variance must be obtained. The addition is setback at 33.9 feet, which is very close to the required 35 feet.
3. Town Law 4267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 3.1%
relief from the code.
4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law X267-b. Grant of additions and alterations to a single family dwelling is the minimum action
necessary and adequate to enable the applicants to enjoy the benefit of a larger home for their growing family while
preserving and protecting the character of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-13, motion was offered by Member Goehringer, seconded by Member Dantes, and duly
carried, to
GRANT the variance as applied for, and shown on a survey prepared by Howard M. Young, L.S., last revised
June 16,2017.
Page 3, September 21, 2017
#7094, Chalone
SCTM No. 1000-106-10-20
SUBJECT TO THE FOLLOWING CONDITIONS:
The Applicants must obtain a Certificate of Occupancy from the Building Inspector and submit same
to this Board.
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit, and may require a new application and
public hearing before the Zoning Board of Appeals.
Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when
involving nonconformities under the zoning code. This action does not authorize or condone any current or future
use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null and void where a Certificate of Occupancy has not been
procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The Board of Appeals may, upon written
request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one
(1)year terms.
Vote of the Board.- Ayes:Members Weisman (Chairperson),Dantes, Planamento, Acampora and Goehringer.
This Resolution was duly adopted(5-0).
Leslie Kanes Weisman
Chairperson
Approved for filing /�� /2017
J, \0os11r��� ST(01KM WATEIK
Scott A. Russell �
SUPERVISOR M[AN A IEIMI 1EN T
SOUTHOLD TOWN HALL-P.O.Box 1179 Q
53095 Main Road-SOUTHOLD,NEIN YORK 11971 'y�O Town of Southold
CHAPTER 236 - STORMVVATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
-- --------
]DOES--THIS-•--PR0J ECT—]NV0 F— rL0W1NG -----= --- __
Yes No (CHECK ALL THAT APPLY
®M A. Clearing, grubbing, grading or stripping of land which affects'more
than 5,000 square feet of ground surface.
❑( ] B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
EIP C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑"' D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area. t
❑M E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse..
❑11P F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building DepartmpnLmdtbjour Building Permit Application.
APPLICANT: operty Owner,Design Pr i nal,Agent,Contractor,Other) S.C.T.M. 'f_ 1000 Date-
NAME-
ateNAME ort
a (P Section _21-OW L
"• �'` :"•�:`FOR BUILDING DEPAt?"I:NIENT [. L: c�N't.i`
Contact Information: �'l- J V F
- - - - - - - - - - - - - - - - - -
Reviewed By:
Date: '
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — —
�� Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
_ _ _ _ _ _ _ _
S1GrmLVater Manage,i�e,it Cvritrvl Pian.1 RCqui,id
(Forward to Engineering Department for Re-view)
FORM - SMCP- TOS MAY 2014
•
06 8
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Town Hall Annex Telephone(631)765-1842
54375 Main Road 7
P.O.Box 1179 • q rroner ridle—d&I .(681S}0u[h01tl nV uS
Southold,NY 1197144
kt
BUMDING DEPARTNEW
TOWN OF SOUMOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY. —��p c�S� Date: 9
Company Name:
Name: +:
License No.: 4-f 3 _
rAddress:
Phone No.: 8—1 6 —9 o 3- — 7),S---?
JOBSITE INFORMATION: (*Indicates required information)
*Name: CG�6a,l n e
*Address: d
*Cross Street
*Phone No.: _ Cp l — 250I 3 9 S`0
Permit No.. / (o IF51 1
Tax•Map District 1000 Section: Block:—p Lot:
*BRIEF DESCRIP
TION OF WORK(Please Print Clearly)
(Please Circle Ail That Apply)
Is job ready for inspection: NO Rough In Final
*Do-you need a Temp Certificate: yEs�-N.
Temp Infiormation Qf.needed) �� .
*Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
l
.82=Request for InWwHon Form q t-,,
OF SO(/r�ol
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Town Hall Annex Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1179 • Q
Southold,NY 11971-0959 Q �
��cOUNT`I,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
STOP WORK ORDER
TO: Anthony & Chelsea Chalone
440 Cedar Drive
Mattituck, New York 11952
YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT:
410 Cedar Drive, Mattituck, New York
TAX MAP NUMBER: 1000-106-10-20
Pursuant to Sections 144-8 of the Town of Southold, New York, you are hereby
notified to immediately suspend all construction until this order has been
rescinded.
BASIS OF STOP WORK ORDER:
Construction without first obtaining a variance from the Zoning Board of
Appeals
CONDITIONS UNDER WHICH WORK MAY BE RESUMED:
When the Zoning Board of Appeals has aranted a variance
FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY
WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN
OFFENSE PUNISHABLE BY FINE IMPRISONMFiJNT OR BOTH.
DATE: August 30, 2017 deAY"' 96-44"M
Lester Baylin
Ordinance InVector
IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN
CONSENT OF THE ISSUING AGENCY.
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1 Douglas E.Adams,Professlonal Engineer
BUILDING, PERMIT SURVEY
�• Robert G.Tast,Architect �
td� County Tax Map metria 1000 section 106 Block 10 Lot 20
�sM SURVEYOR'S CERTIFICATION FIELD SURVEY COMPLETED e.aa ALL-7. 16,2010
g�
MAP PREPARED AUG.18,2010 m"
Record of Revisions g
' (�Q �� r RECORD OP REVISIONS DATE gig
SANITARY MAR_2A,!201-7 o�'
�>.�` )'O� � ADDED EAJILDIN6 PERMIT DATA MAY 6S,!201-1 A�
Cts i a �� G 9
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( 1,JillF '{� j 40 O 20 40 80UL
8
Scale: V = 40' ZA
HOWARD W.YOUNG,N.Y.S.LS.N0.45843 t$�C` a�8 �¢� DWG, 201001512� � 0I'7_0083_bp OF 4
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PLOTTED BY:Diana Lopez PLOT DATE May 17, 2017- 9:30am DWG FILE: R:\2�logo-P-0181\dwg\2010_0181-2017_0083-bp.dwg
REScheck Software Version 4®6.3
CNJ/
Compliance Certificate
Project ADDITION TO
Energy Code: 2015 IECC
Location: Mattituck, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5331 H®®)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
41 cedar dr chalone Robert Higgins
mattituck, NY Robert Higgins Architect
50 hidden acres path
Wading River, NY 11792
631-208-3351
Rarchibob@aol.com
Compliance. 2.2%Better Than Code Maximum UA: 91 Your UA, 89 Maximum SHGC- 0.40 Your SHGC. 0.29
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Gross Area Cavity' Cont.
Assembly or, U-Factor UA
Perimeter
Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 495 19.0 0.0 0.047 23
Wall 1:Wood Frame, 16"o.c, 563 21.0 0.0 0.057 28
Window 1:Wood Frame:Double Pane with Low-E 75 0.300 23
SHGC: 0.29
Ceiling 1: Flat Ceiling or Scissor Truss 495 38.0 0.0 0.030 15
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other
calculations submitted with the permit application.The proposed builg4 has been designed to meet the 2015 IECC requirements in
REScheck Versio nd to com I with the mandatory requirem nt listed in the REScheck Inspection Checklist.
hb�E�RT JA 96 �;:r^: �s f,r i
ARCHITECT
Name-Title Signature Date
Project Title: ADDITION TO Report date: 02/24/17
Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2017\41 cedar dr Matti\energy.rck Page 1 of 9
REScheck Software Version 4.6.3
Inspection Checklist
Energy Code: 2015 IECC
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
[
53-
- - 8 �it t;; -
# IPS .Cns eci®n �iai Revie�r baa 'li@s3,- ®enas; as/As �a�v ti®gas '
4
7 ,4ialfue ,... lIaIEue �, -
103.1 Construction drawings and _ ❑Com lies
103.2 'documentation demonstrate :❑Does Not
[PR1]1 energy code compliance for the
_ _f
❑Not Observable
_, j building envelope.Thermal ❑Not Applicableenvelope represented on
construction documents.
103.1, ,Construction drawings and _ _ _ "y`;, ❑Complies
103.2, documentation demonstrate ;"_`- =❑Does Not
403.7 energy code compliance for ;
[PR3]1 Jighting and mechanical systems. ,x, - _ '= _ ~= _ ';, ❑Not Observable
u '
Systems serving multiple rr;;_ _ -i❑Not Applicable
dwelling units must demonstrate
compliance with the IECC
;Commercial Provisions. iw71
_Heating and cooling equipment is Heating: Heating: .❑Complies
_403;x;,; sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not
Cl?ER2jz'' z~#on loads calculated per ACCA Cooling: Cooling:
Manual J or other methods 9' ;❑Not Observable ,
Btu/hr Btu/hr ❑Not Applicable
``approved by the code official.
Additional Comments/Assumptions:
111 High Impact (Tier 1) [2' .-,]Medium Impact(Tier 2) 3: Low Impact(Tier 3)
Project Title: ADDITION TO Report date: 02/24/17
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Z!
e�_t'0
10M
C
F0
F0
Complies
[F6
-30'3.,2,. A protective covering is installed to
?
I ElDoes Not
011 1
1701,112"
F-kT, protect exposed exterior insulation
and extends a minimum of 6 in. below RNot Observable
............. grade.
DNot Applicable
Snow-and ice-melting system controls'ElComplies,
installed. iE]Does Not
TINot Observable
'ONot Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1) Medium Impact(Tier 2) 3` Low impact(Tier 3)
Report date: 02/24/17
Project Title: ADDITION TO
Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2017\41 cedar dr Matti\energy.rck Page 3 of 9
Secti�ei` PlsnsVerified_:;�;Flelif Verlfied `} ;:'"
F.raisin /`It®u`Fa=lrilns ecion ! Cola,plies. _ Coiri�a�en#s/Assumptlafe
tis'-
#. - 9 Value:^ Value
402.1.1, :Glazing U-factor(area-weighted U- U- ;❑Complies See the envelope Assemblies
402.3.1, 'average). :❑Does Not ;table for values.
402.3.3, ❑Not Observable
402.3.6, ❑Not Applicable
402.5
[FR2]1Y.
'
303.1.3 U-factors of fenestration products` _ `3❑Complies
[FR4]1 ;are determined in accordance ❑Does Not
,with the NFRC test procedure or = _ t ❑Not Observable
;taken from the default table.
r ;- - ❑Not Applicable_
402.4.1.1 ,Air barrier and thermal barrier _ `« ❑Complies
[FR23]1 installed per manufacturer's C, - _ ❑Does Not
instructions. ^e} _ _ []Not Observable
❑Not Applicable
402.4.3 ;Fenestration that is not site built ;, "'j: ,:' ?; j " _ ❑Complies
[FR20]1 ;is listed and labeled as meeting V z`, Ya"" _ ❑Does Not
AAMA/WDMA/CSA 101/I.S.2/A440 _ - ' _ - - = ,❑Not Observable ,
;or has infiltration rates per NFRC t_= _ - -
'400 that do not exceed code =\__ - ❑Not Applicable
limits.
40:41.,'__OIC-rated recessed lighting fixtures; _ ''_ - ; _ `❑Complies
FR16 z sealed at housing/interior finish ,+_' ' z• ❑Does Not
[ }_
Sand labeled to indicate<_2.0 cfm _ - '
_ = l�, _ i❑Not Observable
4
leakage at 75 Pa,
-;.❑Not Applicable
403.2.1 ',Supply and return ducts in attics 51❑Complies
[FR12]1 insulated >= R-8 where duct is .r; - = []Does Not
>= 3 inches in diameter and >_ .❑Not Observable ,
R-6 where< 3 inches. Supply and '❑Not Applicable
:return ducts in other portions of
the building insulated >= R-6 for ;_
diameter>= 3 inches and R-4.2
;for< 3 inches in diameter.
403:3:3.5 'Building cavities are not used as ~}Y +?;_ '' ❑Complies
a ducts or lenums. ❑Does Not
_ "" .....
Does
Observable ,
❑Not Applicable
4D3:4= ,:```,HVAC piping conveying fluids R- R- ❑Complies
[FRY7}?;;3 ;above 105°F or chilled fluids ❑Does Not
' below 55 °F are insulated to>_R- ❑Not Observable '
_ 3.
-4 z ,❑Not Applicable
403.4.1` Protection of insulation on HVAC > 7 y❑Complies
[FR24]1 .piping. _-❑Does Not
=❑Not Observable
-F;t❑Not Applicable
403:5. i Hot water pipes are insulated to R-^ R- ❑Complies
[FRT8j2 ; -:e R-3. i -❑Does Not
;❑Not Observable
❑Not Applicable
,_ r ❑Complies
Automatic or gravity dampers are" - _ -
[FR19]? _reinstalled on all outdoor air = _ _ -_ - ❑Does Not
_ 'intakes and exhausts. _ _- _ ❑Not Observable
} i' ___ „`Y ,a`- t❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) :2 Medium Impact(Tier 2) 1,3. Low Impact(Tier 3)
Project Title: ADDITION TO Report date: 02/24/17
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1 High Impact (Tier 1) Medium Impact(Tier 2) _ 3,. Low Impact(Tier 3)
Project Title: ADDITION TO Report date: 02/24/17
Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2017\41 cedar-dr Matti\energy.rck ' Page 5 of 9
'
10
,E]Does Not
or the installed R-values
provided. `,",`DI\Iot Observable
�_[]Not Applicable
402.1.1, Floor insulation R-value. R- R- E]Complies See the Envelope Assemblies
402.2.6 F-1 Wood F� Wood �FlDoes Not table for values.
[IN1]1 E] Steel �E]Not Observable
F� Steel
4E]Not Applicable
303.2, 'Floor insulation installed per `E]Complies
402.2.7 !manufacturer's instructions and P,
[IN211 in substantial contact with the
41 underside of the subfloor, or floor
'framing cavity insulation is in []Not Applicable
contact with the top side of
,sheathing, or continuous
'insulation is installed on the
underside of floor framing and
:'extends from the bottom to the
:top of all perimeter floor framing
402.1.1, �Wall insulation R-value. If this is a: R- R- EComplies See the Envelope Assemblies
402.2.5, mass wall with at least 1/2 of the F� Wood 'E] Wood 'E]Does Not !table for values
402.2.6 :wall insulation on the wall E] Mass F-1 Mass �E]Not Observable
[IN311 exterior,the exterior insulation
'E] Steel Steel ENot Applicable
requirement applies (FR10).
303.2 Wall insulation is installed per
[IN411 i manufacturer's instructions.
E]Not Obs
ervable
MKI
AddNtiona8Commmments/Assummptions:
1 High Impact (Tier 1) Medium Impact(Tier 2) 1,3-]Low impact(Tier 3)
'
|
/
`
Project Title: ADDITION TO Report date: 02/24/I7
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VeM
Ife
402.1.1, :Ceiling insulation R-value. R- R- ILJComplies See the Envelope Assemblies
402.2.1, R Wood E] Wood �E]Does Not table for values.
402.2.2, E] Steel EJ Steel :E]Not Observable
402.2.6 TINot Applicable
303.1.1.1,,Ceiling insulation installed per
OComplies
303.2 manufacturer's instructions.
E]Does Not
[F1211 �Blown insulation marked every
E]Not Applicable
Vented attics with air permeable
insulation include baffle adjacent _0Does Not
to soffit and eave vents that
Observable
extends over insulation.
Not Applicable
402.2.4 Attic access hatch and door R- R- E]Complies
[F1311 insulation �tR-value of the 'E]Does Not
adjacent assembly. �01\lot Observable
TINot Applicable
[FI1711 ach in Climate Zones 1-2, and 'E]Does Not
'�c=3 ach in Climate Zones 3-8.
:E]Not Observable
UNot Applicable
403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 jElComplies
<=3 cfm/100 ft2 without air
-handier @ 25 Pa. For rough-in �E]Not Observable
Aests,verification may need to E]Not Applicable
�occur during Framing Inspection.
403.3.2 Ducts are pressure tested to cfm/100 cfm/1001 �E]Complies
[F12711 determine air leakage with 'E]Does Not
either: Rough-in test:Total
E]Not Observable
leakage measured with a
pressure differential of 0.1 inch �ElNot Applicable
:w.g. across the system including
�the manufacturer's air handier
enclosure if installed at time of
;test. Postconstruction test:Total
;leakage measured with a
:pressure differential of 0.1 inch
�:w.g.across the entire system
;including the manufacturer's air
;handler enclosure.
403.3.2.1 'Air handler leakage designated
El Not
Does
design air flow.
Observable
E]Not Applicable
Programmable thermostats -0complies
F191 t-_O, installed for control of primary
heating and cooling systems and
-Anit 11 set by manufacturer to
code specifications.
on heat pumps.
Observable
__'EINot Applicable
03'5_1,,�-1�Circulating service hot water `,`-"E1Corn
plies
systems have automatic or
accessible manual controls.
ONot Observable
Applicable
)aci ]Medium Impact(Tier 2) ;3,-
A Low Impact(Tier 3)
Project Title: ADDITION TO Report date: 02/24/17
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I ns
All mechanical ventilation system
fans not part of tested and listed Does Not
E]Not Observable
HVAC,equipment meet efficacy
and air flow limits.
EJNot Applicable
403' Hot water boilers supplying heat omplies
through one-or two-pipe heatin oes Not
systems have outdoor setback
ot Observable
control to lower boiler water
temperature based on outdoor ot Applicable
4,0,.-!�AJ'r_--`,Heated water circulation system i
11712812L--��,,��have a circulation pump.The E3 Does Not
tem return pipe is a dedicated
SYS
return pipe or a cold water suppIy';�'--,`-`-'
pipe.Gravity and thermos-
E]Not Applicable
syphon circulation systems are
not present. Controls for
circulating hot water system
pumps start the pump with signal
hot water demand within the
occupancy. Controls
automatically turn off the pump
when water is in circulation loop
is at set-point temperature and
no demand for hot water exists.
Electric heat trace systems
comply with IEEE 515.1 or UL
Does Not
Controls automatically
E]Not Observable
adjust the energy input to the
heat tracing to maintain the ,,,."E]Not Applicable
desired water temperature in the
Water distribution systems that
ElComplies
--,have recirculation pumps tha E,]Does Not
pump water from a heated water
Observable
supply pipe back to the heated
water source through a cold UNIot Applicable
water supply pipe have a
d em
and recirculation water ------
system. Pumps have controls
that manage operation of the
pump and limit the temperature
of the water entering ihe
cold
water piping to 1049F.
4b'.'!�.44,' Drain water heat recovery units
in accordance with CSA
E]Does Not
�E]Not Observable
pressure loss of drain water heat
pplicable
recovery units < 3 psi for
individual units connected to one
two showers. Potable water-
side pressure loss of drain water z��Y---',
heat recovery unitsi<2 psi or
individual units connected to
three or more showers.
404.1 �75%of lamps in permanent �_OComplies
[F1611 Jixtures or 75%of permanent E]Does Not
tfixtures have high efficacy lamps.
Does not apply to low-voltage ENot Observable
E]Not Applicable
ElComplies
Fuel gas lighting systems have
1231 'no continuous pilot light. E]Ddes Not
E]Not Observable
[Not Applicable
I High Impact(Tier 1) Medium Impact(Tier 2) 1,1-1 Low impact(Tier 3)
Project Title: ADDITION TO Report date: 02/24/17
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Seetl6W, n Ver
pio", Co
vosions,,�� C, fue
k!�q
,i--.,E1CompIies
40-jAv Compliance certificate posted.
"E]Does Not
E]Not Observable
ONot Applicable
303:3' Manufacturer manuals for 'nComplies
[FI18'3•-'3- mechanical and water heating � E]Lioes Not
:systems have been provided. FIN ot Observable
El
NotApplicable
Additional Comments/Assumptions:
1 High Impact (Tier 1) Medium Impact(Tier 2) 13']Low Impact(Tier3)
Project Title-, ADDITION TO Report date: 02/24/17
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2015 ECC Energy
Effocoenc Certofocats
Above-Grade Wall 21.00
Below-Grade Wall 0.00
Floor 19.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
e..
Window 0.30 0.29
Door
e e• e •
Heating System:
Cooling System:
Water Heater:
(dame: Date:
Comments
66a
A-A OLf
Q-✓J
AIR O ED AS NOTED ELECTRICAL
DATE:Jr-.� B.P.# INSPECTION REQUIRED
FEE: 110 BY:
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS: RETAIN STORE^ !W,7-1 7UNOFF
1. FOUNDATION - TWO REQUIRED PURSUANT �`, ':; ,., ! _E; 236
FOR POURED CONCRETE OF THE Tr"''
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE -.�r 0 0,
ALL CONSTRUCT{GN, SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS. PL(`IMBER C�RT!>i'IC-�T,�n,w
0111 LEAD CONTENT SEF"-;
CERTIFICATE OF OCCUI'l';;bJ ;
SOL`D'ER USED IN WA TF
Sflf?PC 1!SYSTEM CANNG T
COMPLY WITH ALL CODES OF E; CQ 2%17rOF 1%LEAD.
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
.q%$4eHllfflrlallVl 111*111 A
PI, MBING WASTE
a'Al_";_
&WATERL
INEs NEED
5 � 5TIfIG BEFORE COU`RING
OCCUPANCY OR
USE IS-UNLAWFUL DO,NOT PROCEED WITH
�IFRAMING UNTIL SURVEY
WITHOUT C E R�'I F I L AT�- OE'FOUNDATION LOCATION
HAS BEEN APPROVED
OF OCCUPANCY
TRUSS PLACARDING REQUIRED
I
EXISTING CONSTRUCTION PREDATING JANUARY 11, 2003 V
DESIGNED AND BUILT UNDER THE NYS UNIFORM FIRE w
PREVENTION AND BUILDING CODE IN EFFECT AT THE Ljj
�,. TIME OF CONSTRUCTION 20'-0" >
z
--- -------------------------------.------------------------- O 0
ALL INFORMATION DEPICTED WITHIIN IS BASED �: 0
ON INFORMATION SUPPLIED TO ME THE ""-;-------------------------------------------------------- Q
GENERAL CONTRACTOR AND SITE PHOTOGRAPHS
SUPPLIED BY THE GENERAL CONTRACTOR. - W �—
-----------------------------------6------------------------ m U
O14
Q
ALL EXTERIORS LUMBER SHALL BE PRESSURE TREATED 2 2x. 0 .T. IR ER o Q
ALL NAILS FOR EXTERIOR USE SHALL BE GALVANIZED '-- __- -- --- ^ - _ - -- - - - - N
ALL FRAMING CONNECTIONS 10d OR 16d COMMON NAILS.
T
2x1 B ID IN N
o -IATIMID PAq o N
bo
0
TYP.DECK FOOTING Q C)
SEE DWG-2 2 W
-
2):l 0P.T. GIRDER
00
- - ---
- - -- --- ---
-- --- --- --
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N AT I D PA
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a �
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SEE DET. ON DWG 2
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-------- --- -- --- --- --- --- --- --- --- --- ——— --- --- --- -- ----- eo--
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d . O L O M
— ---------_`------------------ a e o e L
DECK FRAMING PLAN
SCALE: 1/4" = 1'-0" �� O1so���o� 1 /2
FN
OMPOSIVI RAILING
SYSTEM RAILING
BOTTOM
TOP AND BOTTOM RAIL
AND COLUMN COVER AND
COLUMN CAP MEET RCNVS
COMPOSITE OR FOR CODE
PRESSURE TREATED
WOOD DECKIN X4 TREATED POST5
LAG BOLTED TO JOIST 11 V
AS PER MANUFACTURES
SPECIFICATIONS
.�` 2x10 LEDGER LAG BOLTED INTO 2 x JOISTS 1 O 12°DIA GALV BOLTS W!
EXISITNG RIM BOARD LOCK WASHERS ui
O 2x RIM JOISTuj
Q
W
117
SIMPSONH25AT
X2 NAILER EACH JOIST
20.'-011 Z�
IMUM OVERHANG
SHALL BE JOIST SPAN 14 -----------------------------------------------------------
O
LEDGER BOARD ATTACHMENT TO BAND JOIST DECK 6ND RAILING DETAIL
NTSNTS -----------------------------------------------------------
--------------------------------------------1-------------- C
W
SIMPSONABU POST_ ----------------------------------------------------------- ]
O CONCRETE BRACKET
4"TREATED 4 SIDE COVER 2'MINIMUM
POST
GRADE I_r 71
CHOR BOLT - - - -
Z
DECK FOOTING DIAMETER
BEON FOOTING ON VIRGIN SOIL
36'MIN BELOW GRADE
P-T.POST TO CONC.PIER&FOOTING O
CONNECTION lad COVEREE PORCH NTS N
SIMPSON ABU Installed In accordance TYP I CALF RAILING N
with Simpson Specificatiops
36" HIGH VINYL _
U
RAILING SYSTEM a
2x4 TOP RAIL w
2x2 BALUSTERS @ 4" oc w �'
2x4 BOTTOM RAILO o
4x4 POSTS @,5'0" oc. '
LTJ N
rA
i` I _ �j� s�•I U
N
r� E•I W N � M .�
I
W x rq
O U s
� �6-ID o-�C
Z� C�
DECK PLAN
i
SCALE: 1/4" = 1'-0"
2/2
solo y0��
FoF N
FASTENING SCHEDULE
GENERAL CONSTRUCTION NOTES
TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES
MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE
1. All construction shall conform to the 2015 International Residential Code 15. No backfill shall be placed against the foundation walls PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD
LOAD LOAD NUMBER AND TYP
MINIMUM SPACING AND
2nd Printing, as adopted by NYS and the 2016 Supplement. until the first floor framing is in place or brace the foundation inches Uninhabitable attics without storage 10 DESCRIPTION OF FASTENER LOCATION
Code books included but not limited but not limited to:
2015 International - Residential Code; Building Code; NYS 2016 uniform code supplement16.16. Double joists under parallel partitions and under whirlpool tubs. Bathtub with or without shower head Uninhabitable attics with limited storage 20 10
Energy Conservation Construction Code; NYS 2016 suplement to the New York State Ener I p p p ROOF FRAMING
conservation construction code ( revised August 2016) Plumbing code; Fire code; Double around openings in floor and roof framing. and/Or whirlpool attachments 1-1/2
Bidet 1-14 Habitable attics&attics served with fixed stair 30 10
Mechanical code; Fuel gas code; Existing building code; Property maintenance code 17. Metal flashing shall be installed were concrete abuts wood, 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d Box (2-1lz")OR
S shall su arcade the drawings and shall be incorporated into the Clothes washer standpipe e 2 Balconies(exterior)and decks 40 10 3-8d COMMON EACH RAFTER,TOE NAIL
ALL CODE p and were decks abut house framing. CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR
drawings WHETHER they are indicated on the Plans or NOT. Dishwasher on separate trap) - Fire escapes 2 3-8d COMMON EACH JOIST,TOE NAIL i
40 20 CEILING JOISTS NOT ATTACHED TO PARALLEL
18. Install joist hangers at all flush structural load bearing conditions. Floor drain Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP
CEILING JOISTS ATTACHED TO PARALLEL
2. Written Dimensions take precedence over scaled dimensions Kitchen sink (one or two traps, with or Guard in-fill components 50 4' RAFTER HEEL JOINT) TABLE R802.5.1(9) EACH LAP
3. The contractor prior to the start of construction shall verify all 19. All habitable rooms shall be provided with aggregate glazing area without dishwasher and rood waste disposer 1_1/2
of not less 8 percent of the floor area of that room, and the minimumCOLLAR TIES 4-10d BOX (3") OR
dimensions, existing or new and be responsible for field fit. LBund tub one or more compartments) passenger vehicle garages 50 5 OR 1-1l4"X 20 a RIDGE STRAP 3-106 COMMON 3" FACE NAIL TO EACH RAFTER
openable area to the outdoors shall be 4 percent of the floor area being Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE
4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, ventilated. Refer to IRC Residential Code section R303 3-10d COMMON OR 2 TOENAILS ON ONE SIDE AND
shall be installed in accordance undeir latest State approved Building Codes. Shower (based on the total flow rate through Sleeping rooms 30 10 4-106 BOX 1 TOE NAILS ON OPPOSITE SIDE
20. All window and door headers to be 2-2x10 unless noted otherwise. showerheadS and bodysprays) OF EACH(RAFTER OR TRUSS
All systems are to be designed, installled, &specified by the general contractors; HVAC, stairs 40 20
electrical or plumbing sub-contractors;. Flow rate: 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-166 OR
Electrical certificates are to be providied the electrical contractor. 21. Vent dryers to exterior as per IRC Section M1502 5.7 gpm and less 1-1/2 Roof 3-1od COMMON TOE NAIL
Elec Vent range hoods as per IRC Section M1503 A 20 20
More than 5.7 gpm up to �2.3 gpm 2 3-166 BOX OR �
shall bear on Vir irn, undisturbed soil with an assumed bearing capacity Bathrooms/mechanical ventilation as per IRC Section M1507 2-16d COMMON END NAIL,
5. All New Footings9 More than 12.3 gpm up to 25.8 gpm 3 Z
of 2000 pounds per square Foot. Alli Footings shall be 36" below grade Minimum. It shall 22 Smoke Alarms: Shall be listed in accordance with UL 217, installed as per More than 25.8 m U to 55.6 m 4 ALLOWABLE DEFELECT!ON OF ALLOWABLE WALL FRAMING
be the responsibility of the general ciontractor to verify the depth of all existing footings the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, gpm p gpm STRUCTURAL MEMBERS DEFLECTION
$ STUD TO STUD NOT AT BRACED WALL PANELS (3. COMMON Y
Rafters having slopes greater than 3/12 with ( ) 3.5 x 0.162" 24 O.C.FACE NAIL
disturbed by construction. outside of each separate sleeping area in the immediate vicinity of the bedroom no finished ceiling attached to rafters L/180STUD TO STUD AND ABUTTING STUDS AT 16d BOX U
capacity and on each story of the dwelling, including basement and cellars and not less than 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" is"O.C. FACE NAIL
he building official determines that in-place soils with an allowable bear/ng P Y
Where t 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be
of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall interconnected and hard-wired to a commercial source. Interior walls and partitions H/leo s
1 O BUILT-UP HEADER � "d COMMON 16"O.C. FACE NAIL ALONG EDGES
TABLE R302,6 (3-1/2'x 0.162 )
be determined by a soils investigation. WHENEVER an alteration, addition, or conversion is made to an Existing S u3so 11 CONTINUOUS HEADER TO STUD 5-86 BOX(2MM X0113") TOE NAIL; l LLI
Residence, DWELLING -GARAGE SEPARATION OR 4-8d COMMON r'-
6. Cast-in-place concrete shalt be air entrained; 5% < 7%total air content by volume and have the smoke detection system of the ENTIRE residence must be All other structural memebers
brought up to code, hard-wired and interconnected. SEPARATION LI240 12 TOP PLATE TO TOP PLATE
an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, - MATERIAL Exterior walls with stucco finish 166 BOX(MMO x 0.162) 16"O.C.FACE NAIL O Q Z
' All work shall be in accordance with the 2015 H/3so DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH
garage slabs and steps shall be 3500 psi. 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 FROM THE RESIDENCE AND ATTICS NO'i LESS THAN 1/2"-INCH GYPSUM OR 8-166 COMMON OR FACE NAIL ON EACH SIDE OF END
p Exterior walls-wind loads/brittle finishes L/240 SIESMIC BRACED WALL LINE SPACING<25' 12-166 BOX � � W
International building code and NYS amendments. EQL(VALENT TO THE GARAGE SIDE 13 JOIST)MIN 24' LAP SPLICE LENGTH)
of the 2015 IFC as amended by the NYS 2016 Uniform Code Supplement. 0
All Concrete shall Conform to the latest ACI standards. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-16d(3-1/2"x 0.135") FACE NAIL ON EACH SIDE OF END Z
BOARD SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) ��// '/�J
All CO alarms shall be connected to the lighting circuit with no intervening wall L=span length,H=span height LJ
O _ v
Reinforcement: Steel reinforcement shall comply with the requirements switch with battery back-up. Battery-powered alarms are not allowed. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LESS THAN 1/2"-INCH GYPSUM BOARD14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL Q W
of ASTM A 615, A 706 or A 996. USED FOR SEPARATION REQUIRED BY IRC-R302.6 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL �_
IRC TABLE R802.5.1(9) ' N W
Minimum yield strength of reinforcing steel shall be:IRC Tao psi ( grade 3), 24. WALL BRACING: Buildings shall be braced in accordance with IRC NOT LESS THAN 112"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL 0 W
required reinforcement shall be in accordance with IRC Table R404.1.2(3), R404.1.2(8) section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A
DWELLING UNIT ON THE SAME LOT P1PFI.IED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WALL PANELS) 2-166 COMMON 2 EACH 16"O.C.FACE NAIL Q W
Location of Reinforcement: The center of vertical reinforcement in basement walls shall be End conditions for braced wall lines for the continuous sheathing shall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA 0
RAFTER RAFTER GROUND SNOW:20 PSF � 0 Z
to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD 3-166 BOX END NAIL
located at the centerline of the wall determined from tables R404.1.2(2)through R404.1.2(7). g p z-16d COMMON
shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN L W
Vertical reinforcement in basement walls determined from table R404.1.2(8) shall be located SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. LAPS AT CORNERS AND INTERSECTIONS 3-1 d BOX FAf
to provide a maximum cover of 1-1L4 inches from the inside face. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT 17 TOP PLATES, 6CE'. NAIL W <
provided to transmit the applicable uplift forces in section R80211.1 from the 2-id COMMON Q
Concrete basement shall have horizontal reinforcement as follows: roof assembly to the foundation. 3-ad Box
Based tote on R404.eett foundations o- (includes basement entrances and window wells) Y NUMBER OF 16D COMMON NAILS 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL
2-8d COMMON � � U
Less than 8 foot Wall Height: One#f 4 bar within 12 inches of the top of TABLE R301.2.1.2 IRC Windborrne Debris protection
26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of Fastening Schedule for wood structural panels 3: 12 16"O.C. 5 8 10 13
wall and One#4 bar near mid-height of wall. asphalt shingles shall be tested in accordance with ASTM D 7158 and classified
Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of a: 12 16"O.C. a s s 10
third points in the wall sto as per Table R905.2.4.1 of the IRC Residential Code. Fastener Panel S an Paniel S an Panel S an o o B 0
wall and One#4 bar near the t p story. Fastenersfor asphalt shingles shall be galvanized or stainless steel, aluminum or p p p 5: 12 16"O.C. 3 5 6 8 E
a p g g Type Less than or less than or less than or
copper roofing nails, minimum 12 gage shank with a minimum - equal to 4 feet equal tc 6 feet equal to 8 feet 7:12 16"O.C. 3 4 5 s o E
7. Base design value for visually gradled dimensional lumber: Joists, studs Rafters and All PP 9 9 9 ° o�E ° ° ` 0
CD
Framing lumber shall be DOUG-Firr Larch#2 or better, E=1.6 X 106 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING °�,o -_ ° o
w:E; ` L - ,� °Z-
and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer No 8 Wood screw 9: 12 16"O.C. 3 4 4 5 "° z(D o 8 2 y.0 5
16 inches 10 iinches 8 inches ° N r_ -t o
• but not less than 4 per strip. based anchor with JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL 5 v n c c
Min. Fb for dimensional lumber- 8150 psi
4-sd BOX m om a °' � o � �
on center on carter on center 12: 12 16"O.C. 3 3 4 4 21 3 8d COMMON a�c o•T, ° o y a o
2 inch embedment 0.2 `
8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 27. Flame Spread Index: R302.9 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON a U o X m 2 m Y x
a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D lenght 22 PLATE s"O.C.TOE NAIL a N 2 22 `o 'm &a`o °3
Or StaInIBSS Steel. wall aid ceiling finishes shall have a flame spread index:5 200 THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE (ROOF APPLICATIONS ALSO) 10d BOX
Insulation material, vapor retarders within roof, floor,wall, ceiling assemblies BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS °t y.° 3 r N•- �
b. Use Copper flashing Only agaiinst ACO Lumber Sill Plates No 10 Wood screw LOCATED HIGHER IN THE ATTIC THE HEEL JOINT w ° id ° ° ° m ° M L
c.) All Structural connectors i.e. sirmpson strong-Tie or USP, etc &attics shall have a flame spread index:s 25 based anchor with 12 iinc!rs 9 inches CONNECTION SHALL BE INCREASED AS FOLLOWS: 23
BLOCKING TO JOIST 2-106 BOX � Q°, � o.y, � uai ami w� y rn
16 inches 2-8d COMMON EACH( END 'nct) US a 8 f l.c
shall be Hot-Dipped Galvanized or Stainless Steel. 2 inch embedment on center on caner on center 4-16d BOX ° 8"� o w °18 a° °�
Smokydeveloped Index: R302.10 len ht H C / H r HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE 3-isd COMMON TOE NAIL, w o o -0 S c m ro w m
wall aid ceiling finishes hava a smoke-developed index s 450 g _ 00
9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc shall be `2: E U 0 E t N
installed in accordance with the manufacturers latest installation details, Insulabn material, vapor retarders within roof, floor,wall, ceiling assemblies 1 / 3 1.5 " 3- COMMON c -•- f0
&attic shall have ; smoke-developed index:5 450 tested with ASTM E 84 or UL 723 1 /4 1 ,23 25_ 2 PLANKS(PLANK&BEAM FLOOR&ROOF) 4-10d BOX AT EACH BEARING,FACE NAIL o c n E m aai o v
H00Mtr HmEa.�oa
Framing connectors, Allowable Hale diagrams, specifications, etc. a. This table is based on 180 ultimate design wind peed and a 33-foot mean roof height. 1 / 5 1.25
Fb = 2 600 psi, Fv= 285 psi 28. SWIWING POOLS. Shall conform to IRC 2015 Section R326 and as amended 26 BAND OR RIM JOIST TO JOIST 4-106 BOX
"Micro-Lam" Design Stress: E = 1.9, PER JOIST
"Parallam PSL" Design Stress: E = 2.0, FID = 2,900 psi, Fv= 290 psi by th(NYS Building Standards and code 2016 UNIFORM CODE SUPPLEMENT 1 / 6 1.20 3-166 COMMON
b. Fasteners shall be installed at opposing ends ofthe wood structural panel. z
"Anthony Power Beams Design Stress; E = 2.1, Fb = 3000 psi, Fv= 300 psi dated Aarch 2016. 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"0.C.FACE NAIL TO TOP&BOTTOM
Fasteners shall be located a minimum of 1 Inch frcn the edge of the panel. STAG1GERED ON OPPOSITE SIDES W -
_
10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 29• SOLARREADY DWELLINGS: Shall conform to IRC 2015 R324, Appendix U, 4-led BOX � ecW
each sleeping rooms in basement, habitable attics, and every sleeping room c. Anchors shall penetrate through the exterior wall covering with an embedment length of IRC TABLE 802.11 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER, FACE NAIL V �_ G
Internatonal Fire Code, 2015 IECC appendix RB and as amended by the 3-16d COMMON W Q
not less than 2 inches into the building frame. IFas,eners shall be located not less than RAFTER UPLIFT CONNECTION FROM WIND "J W U) "
shall have at least ONE operable emergency escape opening as follows: NYS 206 uniform code supplement. Provide, but not limited to: Solar ready
2-1/2 inches from the edge of concret block or concrete. 29 BRIDGING TO JOIST � z z J dO-'
Sill height of not more than 44 inches above finished floor. roof zone area of not less than 300 sq. ft. Access and pathways, roof access points,
RAFTER ROOF EXPOSURE C 2-106 BOX EACH END, TOENAIL Q .__I z Q W
A. Minimum net clear opening of 53 square feet. ground access areas. panels shall not be located less than 18"from a valley d. Where screws are attached to masonry or mlasonry/stucco, they shall be attached SPACING SPAN
Except grade floor openings shall have a minimum net clear ULTIMATE WIND SPEED SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND _ W VI
using vibration-resistant anchors having a miniimu
opening of 5 square feet. A permanent certificate indicating the"solar-ready zone"and other requirements of m ultimate withdrawal capacity of (FEET)
height shall be 24 inches. this section shall be posted near the electrical panel or water heater by the builder. 1,500 pounds. 130 140 PARTICLE BOARD WALL SHEATHING TO FRAMING W
B. Minimum net clear opening height ,
. ROOF PITCH ROOF PITCH TABLE R602.3 (1) V z
C. Minimum net clear opening widtth shall be 20
escape and rescue iopenings shall be operational ole circuit breaker <5:12 i 5:12 <5:12 z 5:12 DESCRIPTION OF SPACING OF FASTENERS W J LL = C
D. emergency p The main electrical panel shall have reserved space for a dual p
from the inside of the room withiout use of keys or tools. NUMBER AND TYP
r more sleeping rooms for future solar electric installation and labeled for future solar electric". - p 214 201 263 247 BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING � 0..
WHERE Basement contain more thian one o p g Exterior glazing in buildings located in Wood Borne debris regions shall 16"O.C. 12 SUPPORTS GABLE END WALL FRAMING
an emergency escape opening shaill be provided for EACH sleeping room. 30EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 be protected from wind borne debris. 16"O.C. 18 277 259 342 322 "- 1/2" 6d COMMON(SUBFLOOR,WALL)
.Emergancy escape and rescue opening shall open directly to the outside Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 8d COMMON(ROOF) 6" SEE NOTE A 6"
31. NEW Construction /Additions &Alterations: and the ASTM E 1886 as modified in (RIC section 301.2.1.2.1 1s"o.C. 24 340 318 422 ass
3/8
EXCEPTION: Grade floor or BELOW grade floor openings shall have It shall be the responsibility of the General contractor or his subcontractors to submit Garage door glazed opening protection Ifor wind borne debris shall meet 16"o.C. 28 348 358 476 446 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6"
a net clear opening of niot le less than 5 square feet. in detail the design, calculations, drawings, written statements of the mechanical, ANSI/DASMA 115. Areas within hurricane prone regions:
air conditioning, ventilation. heating systems ( new, existing or upgraded) (1). within 1 mile of the coastal high waiter line were the ultimate design 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 711 711
11. STAIR HANDRAIL: R311.7.8 Proviide Handrail on at least one side of each � 0
continuous run of treads or flight wiith FOUR OR MORE RISERS. stamped by a professional engineer if required by the Owner or Building Dept. wind speed is 130 miles per hour oir gra16
ter, o
' O.C. 36 469 438 538 547 �
(2). In areas where the ultimate wind design speed is 140 MPH or greater. 5/8" GYPSUM SHEATHING 1-15/s"SCREWS TYPE W or 5
34 inches and not more than 38incfhes. All Handrails shall be continuous 7" 7"
Handrail Height measured above stair tread nosing, shall not be less than 1s"o.C. 42 535 499 ss4 622 33
• iv Z
the full length of the stair from a point directly above the top riser of a flight TABLE R431.4.1 PRESUMPTIVE LOAD-BEARING VALUES A. EXCEPTION: 1s"O.C.oC4e 599 556 745 697
to a point directly above the lowest riser of the flight. Handrails adjacent to OF FOUNDATION MATERIALS Wood Structural panels with a minimum oif thickness of 7/16 inch EXTERIOR WALL WOOD STRUCTURAL PANELS >' �
and a maximum span of 8 feet shall be pe:rnlitted for opening TO RESIST WIND PRESSURES TABLE R602.3 (3) Q W Q
a wall shall have a space of not be less than 1-1/2 inches between the wall protection. Panels shall be precut& predriilled lo cover the glazed openings W
W
and the handrail. see IRC code for exceptions. Refer to CLASS OF MATERIAL LOAD-BEARING PRESSURE with attachment hardware provided in the tabls below.
WOOD WALL NAIL SPACING m > Q
IRC Code for grip size specifications. Crystalline bedrock 12,000 psf Label all panels and store in a clean dry airea of the house. MINIMUM NAIL MIN WOOD STUD W W U
Sedimenta and foliated rock 4,000 psf Attachments shall be rovided in accordaince with the table NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL Li_ W U)12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" Sandy gravel and/or gravel (GW and GP) 3,000 psf as follows: p DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING EDGES FIELD
above the floor or grade below shall have a railing not less than 36 inches Sand, silty sand, clayey sand, silty gravel and clayey gravel PANEL SPAN RATING
in height. Railings shall have Top rails and Balusters and Bottom rails that are (SW, SP, SM, SC, GM and GC) 2,000 psf JOIST SPAN 8d COMMON NAIL
NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CONNECTION (2.5"x 0131") 1.75 INCH 24/16 112" 16" O.C. 6" 12" 'Z
by the riser, tread and bottom rail of the guard rail at the open side of a stairway (CL,ML, MH and CH) 1,500b psf DETAIL <s' s'1"To s' s'1"TO 10' To 12'
0'1"
inch sphere cannot ass through. 1/2" DIA. LAG SCREW ~
are permitted to be of such a size that a 6 1 p p 9
30° 23° 1s° 15" INTERIOR GYPSUM WALL BOARD TABLE R702.3.5
Open sides of stairs with a total rise of more than 30 inches above the floor or a. When soil tests are required by Section R401.4, & 112" MAX. SHEATHING
grade below shall have guards not less than 34 inches in height measured the allowable bearing capacities of the soil shall be part of the recommendations. 1/2" DIA.THRU BOLTGYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS I..,r
vertically from the nosing of the treads. & 1/2" MAX. SHEATHING 36" 36" 34" 29" THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS jM��•lj
b. Where in-place soils with an allowable bearing capacity of less than 1,500 psf FRAMING SPACING NAILS SCREWS TO WOOD FRAMING
13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window are likely to be present at the site, the allowable bearing capacity shall be
12'1"TO 14 141"TO 16' 16'1 TO 18' CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS
opening is located LESS than 24 inches above the finished floor and GREATER determined bya soils investigation. " 1/2" rte']
than 72 inches above the finished grade or other surface below on the exterior 1/2 DIA. LAG SCREW WALL EITHER DIRECTION is"O.C. $" 16"
of the building, the window must be provided with a window opening control device 13" 11" 10"
& 1/2 MAX. SHEATHING 5/$„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS �j � i� r-•'
that compiles with IRC R312.2.2. Window Opening Control Devices. t/2"structural plywood WALL GARAGE CEILING EDRYWALL � l
1/2" DIA. THRU BOLT 24" 21" 19" TYPE"X" qT EITHER DIRECTION 16"O.C. 7° 12° a/8"LONG 6d COATED NAILS OR V
QUIVALANT
14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in Panel, Attached to & 1/2" MAX. SHEATHING 1
Frame in accordance 5/$„ PERPENDICULAR 16"O.C. 6" 6" SCREWS SHALLSCREWS.
OMPLY WITH
accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be r U rV+
BENEATH
installed per IRC R 302.12 thru R302.12.1 �nvith l able R301.2.1.2 LEDGERS SHALL BE FLASHED HABITABLE ROOMS IRC SECTION R702.3.5.1 [moi M tt
International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) M
p A. ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE P] M ..�
Fireblocking materials R302.11.1 shall be as follows: code of NYS END WALL FRAMING SHALL BE SPACED 6"O.C.. ^M1
1. Two- inch nominal lumber v
00
A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS F� •� C .�
2. 1/2" gypsum board SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO O
3. Batts or blankets of mineral or Fiberglas shall be permitted for compliance
with the 10 foot horizontal fireblocking in walls constructed using parallel 'WINDOW UNIT GABLE END WALL FRAMING rn
a �
rows of studs or staggered studs.
4. cellulose insulation installed and tested in accordance with ASTM E 119 or O
UL 263, for the specific applications CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
in material R302.12 shall be as follows: fG�ED qA
Draftstoppp g mate WIND DESIGN SUBJECT TO DAMAGE FROM
In combustible construction where there is usable space both above and
GROUND
SPECIAL WIND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN
below the concealed space of a floor- ceiling assembly, draftstops shall be PLYWOOD STORIM PANEL SNOW SPEED TOPOGRAPHIC REGION WIND BORNE EXPOSURE DESIGN FROST WEATHERING DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL
installed so that the area of the concealed space does not exceed LOAD (MPH) EFFECTS DEBRIS CATEGORY CATAGORY LINE TERMITE TEMP REQUIRED INDEX TEMP
1,000 square feet. Draftstopping shall the concealed space into approximately SHUTTER DETAIL ZONE DEPTH I
equal areas.. Draftstopping shall Ibe provided in the following locations: Refer to General Notes for Panel „ MODERATE
q pp g p g 20 LBS 5140 NO NO NO B B SEVERE 3-0 TO HEAVY 15 YES NO 1500 or less 52.2 Q�
1. Ceiling is suspended under floor framing. fastener requirements. X19010 y0
2. Floor framing is constructed of truss-type open-web or perforated members. M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER
i
TABLE 602.10.5 METHOD CS-GB: TABLE R602.3(1)&
R602.10.3(3)GYP.BD FASTENING.
r =j 4"OC AT THE PANEL EDGES, INCLUDING CONTINUOUS RIM
TOP AND BOTTOM PLATES AND ALL �CONTANUOU8 RIM
=7 HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) OR END JOIST OR END JOIST
1 I I I I SCREWS(1 5/8"TYPE W OR S)
I II II I
METHOD CS-WSP:
I I I AS PER TABLE R602.3(3)
EXTERIOR SHEATHING ATTACHED
I I I I I WITH 8d COMMON NAILS
I I (0.131 X 2.5"LONG) 8d @ 6"O.C.ALONG
I I I AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL 8d @ 6"O.C.ALONG
IN FIELD BRACED WALL PANEL
I I I I I BRACED WALL PANEL INTERIOR FINISH:
I I I I I SHALL BE MIN. 1/2"GYP.BD FASTENED BRACED WALL PANEL
WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL
�1QTH d E— — — — — — —I — — i WITH IRC TABLE R702.3.5 OR
VPH
H<114 — — — — — — — 3-16d @ 16"OC ALONG 3-16d @ 16"OC ALONG
HOLE EDGE = TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL BRACED WALL PANEL
� E gg DISTANCE>5/ " (') I I I I I SHEATHING
SPAN R N&OF \
0 HOLE d DIAMET =
STUD SINGLE STUD HOLEDIAMETER I I i ALL HORIZONTAL PANEL JOINTS
d
SHALL OCCUR OVER AND BE
DOUBLE STUD NAILED TO COMMON FRAMING CONTINUOUS RIM OR ..
OR BLOCKING WITH WITH PANEL END JOIST CONTINUOUS RIM OR
END JOIST
PLATE I EDGE-NAILING IN ACCORDANCE (�,
HOLE EDGE I I WITH THE IRC SECTION R602.10.10 v
DISTANCE>5/8" I 11 I
I 11 11 i
11 II i 2 x 4 or 2 x 6 STUD WALL L W
I 11 I I 2-2 X BOTTOM PLATE 1— 1
ENERGY NOTES ~ � W
Stud notching and boring limits. FIGURE R602.10.8(2) FIGURE R602.10.8(1)
Z . 0
NTS
TIONS &ALTERATIONS: BRACED WALL PANEL CONNECTION WHEN _BRACED WALL PANEL CONNECTION WHEN � w
ADD[ FASTENING REQUIREMENTS FOR PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING E" W
Additions shall be in accordance with !SECTION N1 108(R502) BRACED WALL PANEL AS PER FRAMING
s shall be in accordance with SECTION N1109(R503) FRAMING Q
Alteration TABLE R602.3.(3) Q Q W
Design in accordance with SECTION f 41102 (R402) Building thermal Envelope
prescriptive compliance. Building envelope shall conform to Table N1102.1.2 W
insulation and fenestration requirements by component. V _J
All heating and cooling systems shall conform to N1108 (R502)Additions.
The Building envelope of the addition shall comply with sections Simpson 1-1/4" gale. x 20 gage V– U
N1102.1-Building thermal envelope sere table N1102.1.2 H2AStud To Rafter
N1102.3.1 - N1102.3.5 Fenestration Connector - Were the distance is SIMPSON H2A coil strap with (5) 8d common
N1102.2 - Specific insulation requirements, between 9-1/4"to 15-1/4"
and N1102.4 -Air Leakage (mandatory) leakage rate shall not exceed 3 air at each Rafter. With nails in each end at each rafter.
E°
Typical Metal provide blocking @ (5) 8d x 1-1/2" nails in Rafter ° o a)y
changes per hour as tested by a certified HERS rater. Strapping - WINDOW HDR braced wall panels 4 Ft Perimeter
at Openings (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES P ° 0 0
N1102.4.2 Fireplaces; New wood burnting fireplaces shall have: flue dampers or doors
(5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side o :f; o g
and outdoor combustion air. Doors on factory built fireplaces shall be labeled and listed Horizontally attached
plywood sheathing
in accordance with UL 127, the doors shall be tested and listed for fireplaces, shall nave soba Blocking Schedule Dwg-1 of Ridge to have a =o a o ; o r o
@ all Plywood Joints a2 o o °Z5-
N1
sealed to limit air leakage. Simpson LSU skewable hange . 2
N1102.4.5 Recessed Lighting: Shall be 9 SIMPSON H2A a 2 2 Y >a a o
All recessed lights shall be IC-rated and labeled as having air leakage rate <2.0 cfm. Solid blocking between at each Rafter. With
All recessed lights to be sealed with a gasket or caulk between light and ceiling. 1-1/4" X 20 Gage Metal COI[ —�' ° N ° 3
a3 Lc'c�3 $ a,
rafters attached to top (5) 8d x 1-1/2" nails in Rafter o ° o C 0 0 a)
plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plane Strap with (5)-8d common nails = 0 m y 2^ ` �:? �� y _Sm
N1103 Systems; Heating and cooling systems shall comply with sections along lenght of braced wall (5)8d x 1-1/2" nails in Stud in each end. catch jack studs ° °
� m.5-c s �, yr DoE
N1103.1, N1103.2, N1103.3, N1103.5,and N1103.6
Corner Holdowns panel. and window or door Header. Look Out Blocks L a __ "z° ` 3 T `
Refer to plans o c
° � c c o a' �ow o L°'g
for locations iv Typical each side and ALL oeEquaan °°° =N�' t0 a y In m .m o
N1103.1 Controls (Mandatory) at least one programmable thermostat shall be if required Gable End Wall
provided for each separate heating and cooling system. Windows and doors. E °t 0.
m c aE75 a) ° a) ° u.. B
RIM JOIST BLOCKING BETWEEN RAFTERS aC� BRACED WALL PANELS t0 12
Huv=ia = = r_ 2J=o0
N1103.3 Ducts; in accordance with N1103.3.1 - N11033.3.5 IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR &�
Supply and return in attics shall be instulated with R-8 Minimum were greater Sill Strapping f, JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS
than 3 inches in diameter and R-6 where less than 3 inches in diameter See details on NTS
Supply and return in other areas shall Ibe insulated with R-6 Minimum were greater this page. TYPICAL ELEVATION NTS RAFTER TO RIDGE STRAP IRC 802.3.1
an 3 inches in diameter and R-4.2 where less than 3 inches in diameter WALL TO HEADER STRAPPING IN LIEU O RIDGE STRAPS
PROVIDE MIN.2X4 COLLAR TIES @EACH RAFTER 7 `^
than NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD Z Z K V)
N1103.2 Sealing (Mandatory): Ducts, air handlers and filter boxes shall be sealed N.T.S. 2-112" LONG
joints and seams shall comply with Section M1601.4.1 of the IRC. OF THE ATTIC SPACE AND ATTACHED ^
TO THE RAFTERS WITH 4-8D NAILS l�
EACH END O Q
N1103.3.3 Duct Testing (Mandatory): [Ducts shall be pressure tested by a rough-in Q
test or post construction test by an approved HERS rater. 1-1/4" x 20 gage G-185 W
�#Mmk v,
...,�', ry f l,r .� ., Hot Dipped Galvanized Strap O �"—
N1103.3.4 Duct Leakage:total leakagce shall be less than 4cf per minute per 1 00s ft. - �_ -.6, re*" .�, s"
. ��k with (5)-8d common nails = Q
of condition floor area where the air handler is installed at test time. .
" � r� � at each stud, wrap under sill
M
N1103.3.5 Building cavaties: Framing cavities shall not be used as duct or plenums. W (8) 1/4" X 1- 1-112" and nail to back of each sill. OUTER THIRD CUT
OF SPAN ONLY LENGTH
.• .,4 `° a SDS SCREWS Strap may be attached OVER
N1103.4 Mechanical system piping insulation (Mandatory): Mechanical system piping ' �a I ! ks x �
r '` r ,� � # r Y. � �r ALLOWABLE LOAD: 1,8,25 LBS the plywood OR directly to
.insulation carrying fluids > 105 F degrees or< 55F degrees shall be insulated with 12" Min
Studs.
R-3 Minimum.
1/2" THREADED ROD 1/4 JOIST o
N1103.5 Service Hot Water S stems: shall include: Heated water circulation and ^ / 3-16d @ 16 oc Along DEPTH,MAX. 1/6 JOIST CLEAR r- o
y � � ' COUPLER NUT AND _
temperature maintenance systems (Mandatory), circulation systems, demand , l,f A y t r >. Braced Wall Panel 2"MIN. ~
recirculation systems, pipe insulation 1/2 ANCHOR BOLT D TH,MAX.
I FIGURE R602.10.8(1) D JOIST S N o
DEPTH,MAX.
't Ip r Use 1-1/4" Metal civ Z
N1103.6 Mechanical Ventilation Manldato provide ventilation as per M1507
of the IRC. Exhaust vents from bathrooms and toilet rooms shall directly to the ': Coil Strap 20 Gage
outdoors. They shall not discharge into attics, crawl spaces or inside the building.
xza Solid sawn oast and rafter p g o Q
„..K :..,.,: � -treated
Preservative 12" Min
x ' •" q C notchin and borin IlnlltS. (5) 8d common nails w J
Whole-house mechanical ventilation systems shall be designed by the mechanical .. f . barrier required for g rt � in EACH END at �
k. .4m �, d, i R L A' i,r. ! .. — `7 "J<_. w LU U
fi Z ', '�, connectors in contact CD o �,�" << EACH Stud.
contractor or 3rd artenergyconsulant in accordance with c t, a p ;._ — — NTs
IRC sections M1507.3.1
- M1507.3.3. provide design per M1507.3.1 manual � Y with treated wood Ill—III 8d @ 6 OC AIOng LL cA
�< h tt' ��-111111 a
override controls per M1507.3.2, ventilation rates per table M1507.3.3(1)of the IRC. ., Braced Wall Panel
FIGURE R602.10.8(1) U1
. � t �.h SIMPSON CORNER Z
N1104.1 Lighting ( Mandatory): Not less than 75 percent of the lamps in permanently „; � `� ,
installed light fixtures shall be high-efficacy lamps. HOLDOWN @ BOX FRAMING
FOUNDATION-SILL-STUD WALL TO WALL STRAP, M...I
EXTERIOR WALL AIR BARRIER SEALING EXAMPLE ALLOWABLE LOAD: 1.8525 LBS STRAPPING NTS
NTS
h�
N
Rigid insulation 2X ceiling joists Eave baffle installed CERTIFICATE ( MANDATORY)
glued together see plan w/ adjacent to soffit and eave Typ Roof Const. CONTINUOUS BEAD
vents. Baffle shall extend over OF SEALANT tv O
and lay on plywood R=38 Batt Insul. the top of the attic insulation
attic hatch - R-value as per IRC chapter 11 X CJ w/ irnsulation A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE
Double Frame Attic thin profile structur Tub/shower
equal to the Ceiling Typical (R40202.3) as per drawings SUBFLOORGLUED,CAULKEDORGASKETED BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE � I�
q g access opening sheathing as draftstop Yp
insulation requirement behind tub W M o
exterior TO RIM JOIST/RIM CLOSURE FURNACE IS LOCATED. '�
wall Typ Fascia SEALANT THE CERTIFICATE SHALL LIST THE FOLLOWING: U 45 o
Continuous Be Soffit see
of Sealant or Const. Dwgs 0 x Ts N
adhesive Setalant or R-VALUES FOR CEILING/ROOF, WALLS, FLOORS o K,
Sealant SILL PLATE INSTALLED FOUNDATION (SLAB, WALLS CRAWL SPACE ETC), AND DUCTS. `r' `O
-- - ---- Typ. Exterior wa adihesive OVER GASKER SILL U
Adhesio See Const. Dwgs SEALANT - .�� D Ch,
Casing Wall
U FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT.
1x2,Stop Board
Gyp.
Sealant
1/2 plywood AIR BARRIER AT FOUNDATION TO BAND JOISTS RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST.
attic hatch
(see plan for size) DRAFTSTOP & SEALANT AT RAFTER SEALING I
C'
EXTERIOR WALL OF BATHTUB TYPE AND EFFICIENCIES OF HEATING, COOLING,
WATER HEATING EQUIPMENT. �� °'901° oQ'
ATTIC HATCH DETAIL FOF Nay
R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed
ROOF JIL 4"VTR draft openings (both vertical and horizontal) and to form an effective fire barrier CODE COMPLIANCE STATEMENTS:
between stories, and between a top story and the roof space. Fireblocking shall
be provided in wood-frame construction in the following locations. 1. The windows selected for this project shall meet
1. In concealed spaces of stud walls and partitions, including furred spaces and the egress requirements of R310.
parallel rows of studs or staggered studs; as follows: 2. All windows shall meet Section R308 Glazing and
2"
8308.4 Hazardous locations.
1.1.Vertically at the ceiling and floor levels. 3. Windows were required shall meet the Window Fall
311
protection requirement ll
1.2. Horizontally at intervals not exceeding 10 feet. 4. Bathroom windows shall m1 et the hazardous
3" 1 1/2" 1 1/2" 2. At all interconnections between concealed vertical and horizontal glazing requirements as per 8308.4
spaces such as occur at soffits, drop ceilings and cove ceilings. 5. Stairs, landings, railings & guards shall comply z
with R311 & R312
2 1 1/2 3. In concealed spaces between stair stringers at the top and bottom of the run. 6. Outside lighting shall comply with RE 3803.3
Enclosed spaces under stairs shall comply with Section R302.7 7. Stairway illumination shall comply with R303.67 Y
1 ST FI_. and R303.8 V
4. At openings around vents, pipes, ducts, cables and wires at ceiling and
FAI 3 2 floor level, with an approved material to resist the free passage of flame 8. Fireblocking shall comply with R302.11 thru R302.11.2
and products of combustion. 9. Draftstopping shall conform to R302.12 thru R302.12.1
3" 10. Flame spread and smoke-developed index for walls E- W
5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 and ceilings shall compy with 8302.9 thru 8302.9.4
co 11. Flame spread and smoke-developed index for O Q Z
Co Co 411 6. Fireblocking of cornices of atwo-family dwelling is required at the line of
dwelling unit separation. insulation shall compy with R302.10 thru R302.10.5 W
11. Recessed lighting fixtures rated for z
4"C.I.H.T. 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral membrane penetration shall meet ASTM E119
CONtgECT TO APPROVED EXISTING TYPICAL ROOF CONSTRUCTION wood or glass fiber installed securely in place or 1/2" gypsum board. and Flre Stopping as per ASTM E814 or UL 1479 O
SCHD APPROVED SANITARY SYSTEM h I Roof Shin les w/ _
Class A Asphalt t � W
P 9 12. Exterior Decks shall comply with 8507.
fasteners per manufacturer's specification p Y
and IRC 2015.
Ice & Water barrier as per IRC section R905.1.2 0 Q W
0 Z
(Note: Double underlayment is required
for Roof slopes between 2 on 12 and 4 on 12) I- W
Framing As per plans with 1/2" exterior grade ________ U J
span rated structural plywood Sheathing, _
A TYPICAL FOUNDATION O =
DOWEL PIN r'
Nail to framing in accordance Fastener
LL_ d- U
Schedules & Strapping per detail sheet(s). #5 STEEL DOWEL BETWEEN NEW
_-_
221-0AREE TOIBEISPACOED MAXIMUM 12"
11 ' NS
TYPICAL SOFFIT CONSTRUCTION. ;------------------- � E
12 overhangs-typical ,_______________+ 5'-10" 16'-2" VERTICAL & MINIMUM 8 E ° ° �N
11 I
" EMBEDMENT
6" Wood fascia & 6" Wood rake boards. s s
GROUT SOLID WITH NON�SHRINK Y _- E r y ° o 0
Trim in aluminum or use "azek" or equal 3'-0"
' � HIGH STRENGTH GROUT.' o� E �� � o � ��
metal drip edge 0. y 2 2 iT L o
Fully Vented Vinyl Soffits '
U b = C` N
I 1 t 1 ' �N, N C O'y O O N O ' O
8X16 FDN VENT a'� m Y
0
TYPICAL EXTERIOR WALL 1 1 I •--------------------------J------------- »- - - - - -
1 1 1 1 - a°�i� ` o ° r N � 3
I I I 1 1 9 1- `� v a . p G D '. .,. v a . D 4 . I M , 1 C. 3 2 C 3 8 1U
2x6 Doug-Fir Wood Studs @ 16" oc. ------ ---------------------------------------------' 1 I I _ ----_------------------ ----------- -- - 0 o os
1 J- -J- -+ d 1 C ° V d° O N N IA.0 fA O)
1 1 1 -
in Irn In M 8,F
Double top Plate and Single Sole Plate. _
------------------------------------------------------ • I I M ' � ' ' 1 . 1 W CO) i �L � f0 N a� 0 3 m O
1/2" exterior Grade - Span Rated --------- ° L
1 1 I J V C O ff U Q.L-. C� d
1 -----' v i 1 1 ,Z '�°a°c ° cc a
R905.1.1 ICE BARRIERS: 1 L , ' '
Continuous Structural plywood Sheathing. � o I I LL
�
SEKF-ADHERED POLYMER MODIFIED v P a vin a:y ¢ cc 0
N = ° o
BITUMEN SHEET USED IN PLACE OF Fastened per Fastener schedule. w .
NORMAL UNDERLAYMENT AND SHALL tyvec House Wrap or equal. c
TYP. I 1 v ,
EX'END FROM THE LOWEST EDGES OF Vinyl or Wood Siding as per clients selection
DOWEL I o � 1 1 � � �, � � ►- ,oEn.=oa
i i i a i
ALL ROOF SURFACES TO A POINT NOTf specs and IRC code.
LEST TKAN 24 INCHES INSIDE THE installed per manu
CONTINUOUS RIDGE VENT EXTERIOR WALL LINE OF THE BUILDING. Cont. load path strapping installed in accordance J '
ON PITCHES < THAN 8/12, ICE BARRIERS with drawings Provide Fire Blocking in accordance i---- N ----;; a
RIDGE BOARD g
SHALL 6E APPLIED NOT LES THAN 36" , , (2)1-3/4'X 9-1/4 LVL ' ' ' ' '
with IRC R302.11 & R302.11.1 and EXISTING ---------_-_-_-___ ' _--_-_-_-____ ' __ __ "_________-- CV)
SHALL - '
Draftstoppmg per R302.12 & R302.12.1 UNFINISHED s q T
12 _ 12 BASEMENT
2x4 CT @ 16"oc7 TYPICAL FLOOR CONSTRUCTION
6 '
MATCH
EXISTING
FOAM ATTIC VENTILATION FOAM ATTIC VENTILATION 3/4" Plywood Span Rated Subfloor, ' 7'-2" ' 7'-2" 7'-0" ' ' N
CHANNELS.TYPICAL @ ALL CHANNELS.TYPICAL @ALL Glued and Nailed in `�
SLOPED ROOF RAFTERS SLOPED ROOF RAFTERS ' - ' $"
accordance with the fastener schedule. ' 1 TYPICAL INT.FOOTING/COL
24"X 24"x 12"THICK -1 z
Floor joists and Bridging as per Code. 1 I
CAST-IN-PLACE CONCRETE � M t ° I w
To f Plate Crawl Access: o N , FOOTING&3"DIA STEEL ; ; I I i o
- - ' - TYPICAL FOUNDATION CONSTRUCTION Through Foundation Wall: minimum 18" x 24" 1 , N I COLUMN , LL
RAFTER/CEILING JOIIST HEEL 8802.3.2 LAPPED JOIST 1 1 0 co � � � X
1 I x o W 1 , 1
SHALL BE NAILED In accordance with chapter 4 Through Floor: minimum 18" X 24" ' ' ` 0 SIMPSON DTTZ2
JOINT CONNECTION t M ' , 1 a 1 00 HOLDOWN
TOGETHER IN ACCORDANCE 3000 psi Air Entrained cast-in-place concrete see Section M1305.1.4 for access requirements ' o CRAWL SPACE ' ' ALLOWABLE
SHALL BE NAILED ® ® t 0 , 1 o I
TOGETHER IN ACCC)RDANCE WITH TABLE R805,5.1(9) wall on cast-in-place Concrete Wall Footing per where mechanical equipment is located under floors. -� " LOAD:1825 LBS
WITH TABLE 8805.5.11(9) 1 1 LL O 2 concrete slab on It
DWG-1 FOR TAIBLE) R403. refer to Foundation Plan for footing size & ' ' 4" base course of clean ; p ' b
r, WITH SIMPSON H2A,AT EACH thickness. Concrete Horizontal and Vertical xal
00 RAFTER TO STUD. ' ' N N graded gravel or sand. ; o oo o
Reinforcement per IRC Chapter 4. & gen note #6. 6 Mil vapor barrier. Lu
Damproofing per R406. 2- 2x6 approved 1 1 I
i ' ' 04 Z
treated Sill Plates, Sill Seal And Termite shield per TYP. +_________________,___________________________ ; __________ _ _ '
TOP
o Subfloor 99 Section 8318. Anchor bolts per Foundation Plan P +
DOWEL Q
- u and 8403.1.6 -----------------------------o ---'I---------D o , -- --D-- --- -' - J o
Tomo co
Foundation a
Z INTERIOR WALL FINISH w w U
CRAWLS ACE Provide 112" Gypsum Wall Board on ceilings _______________________________ L�
2"CONCRETE LAB and walls except basement walls & clgs - unless 22'-011
noted. Min 1/2" Moisture Resistant Wall Board on
Bottom of deck PROPOSED ONE STORY ADDITION
Top o
Tf Footing Ceiling and all walls in Bathrooms (humid areas) Z
- - - , ' , pier Footing '
and 5/8" cement board on walls and ceilings in wet areas. ' ~
3611 below
Grade Minimum Provide 5/8' Fire Rated gypsum wall Board on walls FOUNDATION PLAN
and ceiling located as per code, manufacturers SCALE: 1/4" - 1'-0"
SECTION - A requirements and drawings. ~
1
,
SCALE: 1 /4" _ 1' MAXIMUM
TYPICAL ANCHOR BOLT - IRC R403.1.6
MAXIMUM SPACING: 112" @ 72" O.C.
INSULATION AND GLAZING REQUIREMENTS BY COMPONENET N
as per Table N11021.2. Chapter 11 of the IRC EMBEDMENT OF 7" WITH NUT & WASHER.
p 2 BOLTS PER PLATE AND HOLD AT LEAST
[""� a
GLAZING SKYLIGHT GLAZING CEILING 1,2,3 WOOD FRAME WALL
ONE BOLT - 12" MAX AND 3-1/2" MIN OFF QI � o
CLIMATE
U-FACTOR U-FACTOR SHGC R-VALUE R-VALUE4 ENDS OF PLATES. �"� W Q c
REQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSED
� cd
NA 30 49 38C 20 OR 21 TYPICAL FOUNDATION
.40
13+5 IN ACCORDANCE WITH IRC CHAPTER 4
4 .35 .30 00
O
FLOOR 5 BASEMENT WALL6 SLAB 7 CRAWL SPACE TABLE 8404.1.2(8): O
R VALUE R-VALUE R-VALUE&DEPTH WALL R-VALUE 8" CAST-IN-PLACE WALL WITH
REQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSED HORIZONTAL REBAR PER IRC TABLE
R404.1.2(10) OR SEE DWG-1 NOTE #6. O
19 19 NA NA NA ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING,
2 - 2 x 6 SHIELD, ALLSILL PLATES, COPPER TERMITE
FOUNDATIONFOUNDA ION FOOTINGS TO EXTEND
4
1. 8402.2.1; R-38 OVER 100%OF CEILING SHALL BE DEEMED TO SATISFY THE REQUIREMENTS FOR 8-49 INSULATION
WHEREVER THE FULL HEIGHT OF R-38c EXTENDS OVER THE TOP PLATE AT EAVES. TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP w Q� �,►
2. R402.2.2; CEILINGS WITHOUT ATTIC SPACE(CATHEDRAL CEILINGS); MINIMUM R-30c SHALL BE ALLOWED BUT FOOTINGS 1V TO 2H .
LIMITED TO 500 SQUARE FEET OR 20%OF THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS
3. R402.2.3; A EAVE BAFFLE SHALL BE INSTALLED IN INSULATED VENTED ATTICS.BAFFLE SHALL EXTEND OVER
c
TOP OF THE ATTIC INSULATION.
4. 15+3 MEANS R-15 CAVITY BATTS INSULATION PLUS R-3 EXTERIOR CONTINUOUS FOAM BOARD.
5. FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TIGHT TO UNDERSIDE OF SUBFLOOR DECKING. .� 0190 J
6. 10/13 MEANS; R-10 CONTINUOUS INTERIOR OR EXTERIOR INSULATION/R-13 MEANS INTERIOR CAVITY INSULATION.
7. R-5 SHALL BE ADDED TO HEATED SLABS. �F NES
i
I
CONT. RIDGE VENT
MATCH ASPHALT SHINGLES 12 12
MATCH
GUTTERS & LEADERS EXISTING 7 \ 6 AS REQUIRED
MATCH FASCIA TYPICAL ROOF LI E 1%, >_
BEYOTop f Plate N. z
Top o Plate —
Y
U
I �
� W
00 MATCH °p ( • „ (�
SHINGLE
SIDING I 0 W
SuTop of ubfloor
Top obfloor z 0
Top o 'Foundation Top of Fo ndation
O � cn
W
D W
o i I I I PROPOSED ADDITION
I I I I i")
O M r,— — — — — — I ( r -L — — — — — — — — — _ — — J �O ' r'— -i+T — — — — — — — — — — — — — — — — .- r— — — — — — — _ — — — — — T —111
— �M L
W O
L— — -- I E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I-
C- -
' LL
1 tir'- - 1 - y '- -'- - -
Togo Footing T - - - r]- - - - - - - - T'- - - - - - - - - - - ti - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Top of no—
ng - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L — — — — — — — — 1 — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J 1. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —.— — — — J y
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0o a� O1` o m
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C7 OI U y8 C O
U to 0 C07 r y m a
REAR ELEVATION FRONT ELEVATION RIGHT ELEVATION _= z a -
� � _
C v v y D w O
SCALE: 1 /4" = T-0" SCALE: 1 /4" = V-0" C 2u y 7
2 �� ��
SCALE: 1 /4" = 1 '-0" a�� °
I E N o 3 t iT�o 0 3
A 2. _ -6
oo � o occsi� mcr=
-------- o n a c z o"
' c y Oly�
sL=� M rv, °' �� 3
i a� c� ",,-00 0
5'-10" 16'-2" 1 o o� `�c m 2=ti a�
_� :3 -
10 7/a mcaEm a¢iy@ 0sr °n
N O V
i iL $ ai m Q lE o E o n.
,
16'-2"
4'-0" 8'-2" It 4'4"
WALK-IN
CLOSET -- --------------20210--------- ------------------ -
EGRESS '
NEW CW14
N _ Plumbing Note: N 2-2x6 ;
'
c� ALL PLUMBING SYSTEMS SHALL BE _6 ihFAN
INSTALLED IN ACCORDANCE WITH -- CWALK-IN
-- --• '
PART VII OF THE IRC&NYS UNIFORM 20210 \/
CLOSET
CODE SUPPLEMENT °
7'-011t 11'-10"t
Electrical Note: 2-2x6 ao
ALL ELECTRICAL EQUIPMENT 6'-0" 8'-0" ' 6'-9/ 1
AND WIRING SHALL BE INSTALLED ' �� '
' I
IN ACCORDANCE WITH PART Vill O
O
THE IRC. A MINIMUM OF 75%PF UTI in o
PERMANENTLY INSTALLED FIXTURES EXISTING
MUST HAVE HIGH-EFFICACY LAMPS. BEDRM # 2 N RO • �@,
Mechanical systems EXISTING ,o 2'-4" _ 2'-4"
BATHRM
THE MECHANICAL SYSTEMS SHALL of , PW w
BE INSTALLED IN ACCORDANCE WITH �N` y U' Q i i w p O
iV PART V&VI OF THE IRC. xi m Z J 1 Lu
0 N (—
�;� ALL MECHANICAL SIZING PER ACCA 2.6 ;`�,,_� ,; Ix M O ; ; ¢�¢ cV p O
c� MANUAL"S"BASED ON LOADS U U ,
CALCULATED PER ACCA MANUAL"J" 2'-0° 2'-6° 00 N N _-UO N N Z
DUCT COMPLIANCE WITH MANUAL"D" �' I I I I cV 2x10 RIDGE w� Q
�' II +I It- - -- - - - - - - - -r -- - -- - —, Q
- - -- - LLJ
W
R303.4 MECHANICAL VENTILATION. N 117 NII ca ; o o ;
DWELLING UNIT SHALL BE PROVIDEDCY)
WITH WHOLE HOUSE MECHANICAL ' I M `VII c0 N ' io° ' p�D > Q
VENTILATION IN ACCORDANCE WITH I I �zo W
SIMPSON DTTZ2 SECTION M1507.3 21- 2'-4"
O ; Cn Ud i
LL (n
HOLDOWN w ;
o BEDROOM #3 u)
ALLOWABLE 'r O H
LOAD: 1825 LBS R312.2 WINDOW FALL PROTECTION NOTE: ALK-IN itc7 F--1
TOP OF THE WINDOW SILL SHALL ; 00 Z JO ;w '
BE A MINIMUM OF 24"ABOVE THE FINISHED +1 CLOSET L) co Iwo ~
FLOOR AND GREATER THAN 72 ABOVE THE FINISHED00 XLu
GRADE OR OTHER SURFACES BELOW ON THE EXISTING 6'-O" 15'-3" iy N N '¢a
EXTERIOR SIDE OF THE BUILDING.SHALL 'v U
COMPLY AS FOLLOWS: BEDRM # 1 00 ; i En
:u5�w ~
16-011 t �y
R312.2.2 WINDOW OPENING CONTROL DEVICES:
WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH '
ASTM F 2000.THE OPENING DEVICE AFTER OPERATION
TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TONEW 3052-2 EGRESS
4'-0" 41-011 FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE -""---------------"-__---- ------_ __----'"---------------- a
TO MEET EGRESS R310.2.1 _ _ N
' v
i NEW 3046-2 EGRESS
22'-0"
8'-1" PLATE HEIGHT 22'-0" ;
1ST FLOOR WALL BRACING PLAN 1ST FLOOR PLAN PROPOSED ONE STORY ADDITIONr.
SCALE: 1/4" = 1'-0" = " KEY pq ^° & 00
0
SCALE: 1/4 1 -0 � � .� o .�
BRACING METHOD , .>„y. N
BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH EXISTING AREA: 1052 SF W b v
MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 CS-WSP WINDOWS, EXTERIOR FRENCH & SLIDING DRS —I EXISTING WALLS O ~ �"
BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 CONTINUOUS SHEATHING Plans indicates ANDERSEN series 200 PROPOSED AREA: 495 SF a/ o
WOOD STRUCTURAL PANEL Model Numbers and shall be In accordance with IRC R609 71 NEW WALLS !�1
FIRE BLOCKING SHALL BE INSTALLED O
BRACED WALL NOTES: To be designed &Installed as per manufacturers IN ACCORDANCE WITH IRC R302.11 [ — — — — ] WALLS TO BE REMOVED
REFER TO DETAILS ON DWG-2 specification for 140 ultimate design wind speed THRU R302.11.2 AND DRAFTSTOPPING - - - - A I PE A
FOR HOLDOWNS,STRAPPING,BRACED and IRC Table 301.2 2 301.2(3) PER R302.12 THRU R302.12.1 ---------
WALL DIAGRAMS AND DWG-1 �'
FOR NAILING SCHEDULE. ALL BRACED Provide HP LOW-E glass; U = .30, SHGC = .29
WALL PANELS SHALL BE FULL-HEIGHT EGRESS: shall meet R 310Smoke Detector
Q
SECTIONS OF WALL WITH NO VERTICAL O
OR HORIZONTAL LL OFFSETS. WINDOW FALL PROTECTION: shall meet R312.2 Carbon Monoxide Detector Smoke Alarms for Renovation Note:
When
Substitutions made upon meeting Code. co Refer to DWG-1 General Notes interior alterations,repairs,additions or 4
conversions requiring a permit occur,the dwelling
See page one, cgeneral notes for additional In accordance with Section 915 of the shall be provided with smoke alarms located 0190A
code re uirememts. 2015 IFC as amended by the NYS in accordance with Code Section(R314.2.2) y
q uniform code supplement for NEW Dwellings.(including basements) OF NC`'
ROOF411 VTR R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed CODE COMPLIANCE STATEMENTS:
JL draft openings (both vertical and horizontal) and to form an effective fire barrier
between stories, and between a top story and the roof space. Fireblocking shall
be provided in wood-frame construction in the following locations. 1. The windows selected for this project shall meet
EXISTING CONCRETE 1. In concealed spaces of stud walls and partitions, including furred spaces and the egress requirements of R310.2. All windows shall meet Section 8308 Glazing and
FOUNDATION WALL NEW CONCRETE SLAB parallel rows of studs or staggered studs; as follows: g
211 ON CRUSHED STONE R308.4 Hazardous locations.
EXISTING TOP OF SLAB1.1.Vertically at the ceiling and floor levels. 3. Windows were required shall meet the Window Fall
311 - - - - 24" �- _ 00 protection requirement R312.2.
Z 1.2. Horizontally at intervals not exceeding 10 feet. 4. Bathroom windows Shall meet the hazardous
3" 1 1/2" 1 1/2" EXISTING CONCRETE a
FOOTINGS ; T<o 2. At all interconnections between concealed vertical and horizontal glazing requirements as per 8308.4
UNDISTURBED.5Q1LIfO!t!OF CRAWL SPACE SLAB - a a�-a " spaces such as occur at soffits, drop ceilings and cove ceilings. 5. Stairs, landings, railings & guards shall comply z
2 (MAXIMUM CUT) o with R311 & R312
11 N
n • N
1 1/2 FILL SOLID WITH ' A. 00 3. In concealed spaces between stair stringers at the top and bottom of the run. 6. Outside lighting shall comply with RE 3803.3
CONCRETE g 9 p Y
1 ST FL. 24" 6" Enclosed spaces under stairs shall comply with Section R302.7 7. Stairway illumination shall comply with R303.67
11 4. At openings around vents, pipes, ducts, cables and wires at ceiling and and R303.8 U
FAI 3 2 floor level, with an approved material to resist the free passage of flame 8. Fireblocking shall comply with R302.11 thru R302.11.2 D
ALTERNATIVE DETAIL TO UNDERPINNING and products of combustion. 9. Draftstopping shall conform to R302.12 thru R302.12.1 F__
311 112"= 11-0" 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 10. Flame spread and smoke-developed index for walls W
CO and ceilings shall compy with R302.9 thru R302.9.4 U
co CO 4 6. Fireblocking of cornices of a two-family dwelling is required at the line of 11. Flame spread and smoke-developed index for O Q Z
dwelling unit separation. insulation shall compy with R302.10 thru R302.10.5 �- W
11. Recessed lighting fixtures rated for 0
4"C.I.H.T. 7. Fireblockingmaterial: two inch nominal lumber, bats or blankets of mineral Z
CONNECT TO APPROVED EXISTING � membrane penetration shall meet ASTM E119
TYPICAL ROOF CONSTRUCTION wood or glass fiber installed securely in place or 1/2"gypsum board. and Flre Sto in as per ASTM E814 or UL 1479 O ry W
SCHD APPROVED SANITARY SYSTEM Stopping p
Class A Asphalt Roof Shingles w/ 12. Exterior Decks shall comply with R507. �"-
fasteners per manufacturer's specification Q � cll�
and IRC 2015. 0 Q W
Ice & Water barrier as per IRC section R905.1.2Z
(Note: Double underlayment is required Q UJ Q
for Roof slopes between 2 on 12 and 4 on 12) I- V J
Framing As per plans with 1/2" exterior grade A --------- Cly Q
span rated structural plywood Sheathing, ; TYPICAL FOUNDATION r3:
=
Nail to framing in accordance Fastener ; DOWEL PIN LL V
Schedules & Strapping per detail sheet(s). #5 STEEL DOWEL BETWEEN NEW
22'-011 AND EXISTING FOUNDATIONS. PINS
TYPICAL SOFFIT CONSTRUCTION. ;---------------------- 1 ARE TO BE SPACED MAXIMUM 12" LD
12" overhangs-typical1 1, 11 VERTICAL & MINIMUM 8" EMBEDMENT °° o.E
-10
6" Wood fascia & 6" Wood rake boards. ________ _____ °5 16-2 °6 ` 8 O
GROUT SOLID WITH NON-SHRINK L E 2 ° a'-L
Trim in aluminum or use "azek" or equal 31-011
-----_----- '
• -HIGH
STRENGTH GROUT. o6 -
1OLmetal drip edge = °. N 0, oo °w
Fully Vented Vinyl Soffits o (=y"•5
'ET.L O CO
8X16 FDN VENT ° 2
--------------------------- -------- -a- jm2a
TYPICAL EXTERIOR WALL c o By-V
a G
c
:E 5 � .- UO
2x6 Doug-Fir Wood Studs @ 16" oc. --------------------------------------------------- -------------- ----------- .0° 5 L f ntoO
Y3
a n o a n
1
1 0 N C C
ou a top ate an Inge o e ate. I co
1/2" exterior Grade - Span Rated ____ _____, o ; Z � o =- ° y ° ° N ,-
8905.1.1 ICE BARRIERS: I ' ' I I 'p :E'-•��° t- E B 0 a a
SEIGF-ADHERED POLYMER MODIFIED Continuous Structural plywood Sheathing. , a . v c v D N ° ; ; ; z•� s �,a c
BITUMEN SHEET USED IN PLACE OF Fastened per Fastener schedule. , O _ - rn m - c c U ')
' O 1 c i ,c0 m N ._ Q rn c N N O
NORMAL UNDERLAYMENT AND SHALL tyvec House Wrap or equal, TYP. � T_ ; e :ro F- 0 m co 6 H m E L o a
EXTEND FROM THE LOWEST EDGES OF DOWEL ' O I
Vinyl or Wood Siding as per clients selection 0 oo
ALL 800E SURFACES TO A POINT NOT installedecs er manuf s and IRC code.
LESS THAN 24 INCHES INSIDE THE p p .
CONTINUOUS RIDGE VENT ,,
EXTERIOR WALL LINE OF THE BUILDING. Cont. load path Strapping Installed In accordance
ON PITCHES < THAN 8/12, ICE BARRIERS with drawin s. Provide Fire Blockin in accordance CONCRETE 1 -
RIDGE BOARD " g g r-- -------
with
-----•' \ a
SHALL BE APPLIED NOT LES THAN 36 SHELF � -
with IRC R302.11 & R302.11.1 and EXISTING ' _______ ' ; (2)1-3/4"x 9.1/4"LVL ; ;;
SEE DETAIL ----- ---------===I== _______----
Draftstopping per R302.12 & R302.12.1 UNFINISHED
12 12 BASEMENT THIS PAGE '21-011
01
MATCH 7 2x4 CT @ 16"oc 6 TYPICAL FLOOR CONSTRUCTION � �
FOAM ATTIC VENTILATION
EXISTING FOAM ATTIC VENTILATION ' ' I. ' I 4' N
CHANNELS.TYPICAL @ALL CHANNELS.TYPICAL TI ALL 3/4" Plywood Span Rated Subfloor, , 7'-2- 7 1 7-0„ , a , a�
SLOPED ROOF RAFTERS SLOPED ROOF RAFTERS Glued and Nailed in 8„ N
accordance with the fastener schedule. ' ' 1 TYPICAL INT.FOOTING/COL
Floor joists and Bridging as per Code. I 24"x 24"x 12"THICK
CAST-IN-PLACE CONCRETE C'7 ' I W
To f Plate Crawl Access: ' 0 FOOTING COLUMN &3"DIA STEEL I I o
TYPICAL FOUNDATION CONSTRUCTION Through Foundation Wall: minimum 18 x 24 ' N ° �, I I I 1
RAFTER/CEILING JOIST HEEL R802.3.2 LAPPED JOIST ' ' x ° I I I
JOINT CONNECTION SHALL BE NAILED in accordance with chapter 4 Through Floor: minimum 18" X 24" ; ; =., SIMPSON DTTZ2
SHALL BE NAILED ® ® TOGETHER IN ACCORDANCE3000 psi Air Entrained cast-in-place concrete see Section M1305.1.4 for access requirements i "' O 0__300 HOLDOWN
TOGETHER IN ACCORDANCE WITH TABLE R805.5.1(9) , , O W I CRAWL SPACE ' ' ' ALLOWABLE
WITH TABLE R805.5.1(9) wall on cast-in-place Concrete Wall Footing per where mechanical equipment is located under floors. ; ; LL o 2" concrete slab on LOAD: 1825 LBS
CD
(SEE DWG-1 FOR TABLE) R403. refer to Foundation Plan for footing size & FI 4" base course of clean
WITH SIMPSON H2A AT EACH , ,
00 RAFTER TO STUD. thickness. Concrete Horizontal and Vertical ; ; N I graded gravel or sand. r ' 00 rn o
Reinforcement per IRC Chapter 4. & gen note #6. ; barrier.
Damproofing per R406. 2- 2x6 approved w
6 Mil vapor
I I I I Q I N LU I-
_
Z
treated Sill Plates, Sill Seal And Termite shield per TYP. ____ ---------------------------------------I O
Section R318. Anchor bolts per Foundation Plan P ---- o- �0-'
_To Subfloor DOWEL ,
Togo Foundation and R403.1.6 I --------------------------------------- r------------------ LIJ
Q o
---------------------------------------------------------------------- ; J
z ----,�-� INTERIOR WALL FINISH LIU
m Q
CRAWLS ACE '1
N Provide 1/2 Gypsum Wall Board on ceilings ------------------------------------------------------------------------- U_ cUn
2"CONCRETE LAB and walls except basement walls & clgs - unless 221_011 '
Bottom of deck noted. Min 1/2" Moisture Resistant Wall Board on 1
Topoof Footing '' '' PROPOSED ONE STORY ADDITION
;
. o o pier Footing Ceiling and all walls in Bathrooms (humid areas) ;
36" below and 5/8" cement board on walls and ceilings in wet areas. ;
Grade Minimum Provide 5/8' Fire Rated gypsum wall Board on walls FOUNDATION PLAN
Sand
ECTION
_ /\ ceiling located as per code, manufacturers SCALE: 1/4" - V-0"
A requirements and drawings.
SCALE: 1 /4" = 1 -011 TYPICAL ANCHOR BOLT - IRC R403.1.6
INSULATION AND GLAZING REQUIREMENTS BY COMPONENET MAXIMUM SPACING. 1/2 @ 72, O.C.
as per Table N11021.2. Chapter 11 of the IRC EMBEDMENT OF 7" WITH NUT & WASHER. A _____--
2 BOLTS PER PLATE AND HOLD AT LEAST ( a
CLIMATE GLAZING SKYLIGHT GLAZING CEILING 1,2,3 WOOD FRAME WALL ONE BOLT - 12" MAX AND 3-1/2" MIN OFF V lS o
ZONE U-FACTOR U-FACTOR SHGC R-VALUE R-VALUE 4 ENDS OF PLATES. D �"� W v �
REQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSEDAl1G - 7 2011 F-I a 0
NA 20 OR 21 TYPICAL FOUNDATION � M
4 .35 .30 .40 .30 49 38C
13+5 1�IOMDING DEPT.
FLOOR 5 IN ACCORDANCE WITH IRC CHAPTER 4 TOj"y'NOFSOiJTIIQ7.DPq
R VALUE BAS R VALUE ALL6 R-VALUE&BDEPTH CRAWL SPACE 6 TABLE R404.1.2(8): ® �/ ;d =
WALL R-VALUE 8" CAST-IN-PLACE WALL WITH
REQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSED HORIZONTAL REBAR PER IRC TABLE
R404.1.2(10) OR SEE DWG-1 NOTE #6. R, O
19 19
NA NA NA ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, ASC U
2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE
1. R402.2.1; R-38 OVER 100%OF CEILING SHALL BE DEEMED TO SATISFY THE REQUIREMENTS FOR R-49 INSULATION SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND
WHEREVER THE FULL HEIGHT OF R-38c EXTENDS OVER THE TOP PLATE AT EAVES. TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP .��,
,h JA✓� '
2. R402.2.2; CEILINGS WITHOUT ATTIC SPACE(CATHEDRAL CEILINGS);MINIMUM R-30c SHALL BE ALLOWED BUTFOOTINGS 1V TO 2H . t' }�
LIMITED TO 500 SQUARE FEET OR 20%OF THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS ! •"rte:k �.
3. R402.2.3; A EAVE BAFFLE SHALL BE INSTALLED IN INSULATED VENTED ATTICS.BAFFLE SHALL EXTEND OVER
TOP OF THE ATTIC INSULATION.
4. 15+3 MEANS R-15 CAVITY BATTS INSULATION PLUS R-3 EXTERIOR CONTINUOUS FOAM BOARD. ���
5. FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TIGHT TO UNDERSIDE OF SUBFLOOR DECKING.
6. 10/13 MEANS; R-10 CONTINUOUS INTERIOR OR EXTERIOR INSULATION/R-13 MEANS INTERIOR CAVITY INSULATION.
7. R-5 SHALL BE ADDED TO HEATED SLABS. 4