HomeMy WebLinkAbout43293-Z �S's Lp-CpG Town of Southold 2/2/2023
0
P.O.Box 1179
53095 Main Rd
�o • 'F
� Ol dap Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43811 Date: 2/2/2023
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 2605 Deep Hole Dr.,Mattituck
SCTM#: 473889 See/Block/Lot: 115.-14-11.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/12/2016 pursuant to which Building Permit No. 43293 dated 12/7/2018
was issued, and conforms to all of the requirements;of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
additions and alterations, including garage with conditioned space above(bedroom,bathroom and sittingroom)oom)and
covered entry,to existing single family dwelling as applied for.
The certificate is issued to Reese,M&A Living Trt
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43293 12/16/2020
PLUMBERS CERTIFICATION DATED 6/12/2020 Ch 's choltz
A ri d S gnature
z ' TOWN OF SOUTHOLD
gyFFn�XBUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 43293 Date: 12/7/2018
Permission is hereby granted to:
Reese, Michael
2605 Deep Hole Dr
Mattituck, NY 11952
To: Construct additions and alterations to existing single-family dwelling as applied for.
Replaces BP# 41239
At premises located at:
2605 Deep Hole Dr., Mattituck
SCTM #473889
Sec/Block/Lot# 115.-14-11.1
Pursuant to application dated 12/10/2018 and approved by the Building Inspector.
To expire on' 6/10/2020.
Fees:
PERMIT RENEWAL $487.60
Total: $487.60
Buildin pector
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
z TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 41239 Date: 12/23/2016
Permission is hereby granted to:
Reese, Michael
2605 Deep Hole Dr
Mattituck, NY 11952
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
2605 Deep Hole Dr, Mattituck
SCTM # 473889
Sec/Block/Lot# 115.-14-11.1
Pursuant to application dated 12/12/2016 and approved by the Building Inspector.
To expire on 6/24/2018.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $975.20
CO -ADDITION TO DWELLING $50.00
Total: $1,025.20
Building In ed-o_r
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00
--Date. /Z;2/?7
New Construction: Old or Pre-existing Building: (check one)41
/
✓location of Property: !460 � �� hlble d2 A j<
House No. Street Hamlet
/Owner or Owners of Property: /11,, c9L AQ nJ LZj
�L Suffolk County Tax Map No 1000, Section 1 I Ja— Block Lot
d'
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applica ig ure
OF SOUryol
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 �• • aoQ sean.devlinCpD-town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Michael Reese
Address: 2605 Deep Hole Dr city:Mattituck st: NY zip: 11952
Building Permit#: 43293 section: 115 Block: 14 Lot: 11.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: KMS Electrical Contracting License No: 48252ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor X Hot Tub
Addition X Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 19 Ceiling Fixtures 5 Bath Exhaust Fan 2
Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 2 Smoke Detectors 1
Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 23 CO2 Detectors
Sub Panel 100A A/C Blower 3 Range Recpt Ceiling Fan 1 Combo Smoke/CO 2
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect - Switches 1$ 4'LED Exit Fixtures Pump
Other Equipment: Fridge(1)
Notes: Garage and Finished Space Over Garage
Inspector Signature: Date:
December 16, 2020
S.Devlin-Cert Electrical Compliance Form.xls
Town IL-01Ann�-x
54375 Main Road TeIrphom(631)7654802
PIO,)30x 1179 Fn(631)76,5.9502
-S-t1'01d,1qY 11971-0959
LE G E
BUILDING DEPARTNffi-N-r
TOWN Or SOUTIJOLD FEB 0 2 2023 LU
BUILDING DEPS:
TOWN OFSOUT
CF,Rlrx F ICAT 10 N
Date:
Building Permit No.
Owner:-"\vi-Ikk tL,
Plumber:. Ly�s
(Please print)
lead. I certify that the solder used in I tb-,water supply system contains less than 2/10 of 1%
(Plumbers Signature)
Swornto before-me this
dayof-� n. I�
Notary Public,—LJ±Lz:Z��_L'—JCounty
Poulo
OF f48N1,0;ZK
b7
pF SOUIyo
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cOUM'I,�c�
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 (FI AL)
fVD�fkq REMARKS: -1� tN i t'�
DATE I INSPECTOR
�o��,oF soolyolo
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ YFOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: Jhwdlm 0
DATE INSPECTOR
SO(/lyo
�ycou N
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPEC ION
[ ] FOUNDATION 1ST [ ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL)
REMARKS:
t e
vim, a v r � -U C�i
�0��ovk I p � t/ ®Wl AT,00�)
awl - V •-
DATE 111(pbAtz INSPECTOR
OE SOL�v et'15UIyo�
� OOUNi'l
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
` r�� SOF SOUTy
�o� Olo
N O
Old 0 m,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] UGH PLEIG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [,eKFIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: ,Olti t�� Gh✓ O14/
DATE 6 g INSPECTOR
OF SOUT6°
* TOWN OF SOUTHOLD BUILDING DEPT.
°`ycou765-1802
INSPECTION -
FOUNDATION
1ST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: ��Fda 0 9-ov fl%
t .
DATE 7)19
J
SOF SOUIy Ll `3 2-,l 3
� o
* * TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION .
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) CTRICAL (FINAL)
[. ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE `Y INSPECTOR
qf s
TOWN OF SOUTHOLD BUILDING DEPT,
765-1802
INSPECTION
FOUNDATION 1ST RO GH PLBG-.
C
AS
FOUNDATION 2ND SULATION/CAULKING,
L
I clkl Al
FRAMING/STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE�SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION PRE C/O
REMARKS:
4v
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DATE 707D INSPECTOR
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�� 1 Of 50(/1y�6
# # TOWN OF SOUTHOLD-BUILDING DEPT.
`�rou►nr��'' 76S-1802
: INSPECTION
[ ] FOUNDATION 1 ST [ ]�RGH PL13G.
[ ]
FOUNDATION-2ND - [ INSULATIOWCAULKING
[ ]
FRAMING/STRAPPING [ ] FINAL bwwv_o �
[ ] FIREPLACE & CHIMNEY' [ =.] -FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE INSPECTOR
Of SOUTyo ��� "U! �'
# # TOWN OF SOUTHO�.D BUILDI G DEPT.
765-1802
INSPECTIO-N
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING,
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[- ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
a 11,9ro lec,9- 0 L/ /C'7/- 4Z,'P)�
DATE - INSPECTOR
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CHARLES M. THOMAS R.A., PLLC
206 LINCOLN STREET
RIVERHEAD, NY 1 1 901
(r331 )727-7993
00THOMAS63 @AOL.COM
DECEMBER 1 89 201 4
Building Department
Town of Southold
Re: Reese Addition - Deep Hole Drive, Mattituck
Dear Sire/Madam:
The addition alteration to the Reese Residence is to alter a (4) bedroom home to
a (4) bedroom home with a first floor laundry room and attached garage. The
existing residence has 4 bedrooms and will have 4 bedrooms when completed
per the proposed building plans.
Thank you for your attention to this matter. Please contact me with any
questions you have.
Ve t ly yours -
ED
CHARLES M. THOMAS, R.A.,
COMMENTS
FOUNDATION (IST)
'FOUNDATION(2ND)
� N
ROUGH FRAMING&
PLUMBING
lay
10 m-
INSULATION PER N.Y.
STATE ENERGYCODE
ADDITIONAL COMMENTS
WOO
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT
Do you have or need the following.,before applying?
TOWN HALL ,c: J�: t.Tr f). .n'?, / r ,.,
tt •1.T zf ':a $oard`ofHeaiih:
SOUTHOLD,NY 11971 4 sets of Biiildiiig'Pl"aiis '
TEL: (631) 765-1802 Planning Board approval
FAX' (631)-765-9502
rye yir;,r
tSu
SoutholdTown.NorthFork.net' PERMIT NO._ 4123Check
' 5epti&Fb4m •
Trustees
C-0,4 licatiogSZ at,
IL
J -Flood"Perniit gExaminec ,20 -+ :Single Se arate
L' [EC
1 1 r Storm-Water.-�A�$sessm nt Eorc :. -
t itact:
Approved ;ZOL-�'. !j DEC 1 2 2fl16 1':rtt;c;i :�JMaihi'o`:'t ;
Disapproved a/c_
BUILDINGDEM
,C, .Rhone:
Expiration _ _ -
TOWN OF SO D : = . :_ .�r• _ _ •-•. -,: _ . =.
APPLICATION FO'rc BUF DXNG PE T,
Date . .....___._ 20
INSTRUCTION'S-"' _......-_-._._.._
a. This application MUST be com letel filled irrb` ewriter g'r'in ink'arid!submitted�-to-the-Buiidin Ins ector with 4
pp p Y' Y rYp g P
sets of plans, accurate plot plan to scale.Fee according to schedule.
b. Plot plan-showing-location of-lot and-of-buildings on•premises,lrel'at Lis*to'adjoining premises or public streets or
areas, and waterways.t,
c. The work covered by this:applieafion)may-•not be d`fMn'd'ncdd'b'efo?d:is`suance''ofBuilding-Perinit:
d. Upon approval of this application,the Building Inspector.witr issue a Building Permit to the applicant. Such a"permit
shall be kept on-the' premises available:for..:inspeeti6ntthr-oiigho'utiliC,work:.')IV:
e,No building shall be'occupi or used in whole or4in"part•for any purpose what so.eVer until the Building Inspector
issues a Certificate of OccuppancV , :l 1 r ,, '. 1F ' ''; + "`` ' • .';ta•�
t ` !`.'.• �i�t �:��-��;i,�: :';J'.. t ....! .• !r r:. '
f.Every building permit shall.'ei�pire;_af the, ork augnzl' as o�`t commenced"wlun .moriths;after the.date.of
issuance or has not•beeii-completed�yitlif6"' :inonths,fi'Iom suc d tel no tonin aamendments or:otlier,regulatiQns affecting the
property have been enacted in the'interim,t1ie-Buiking Inspector may.authaxize,7nvriting;.theextensron;of the permit for an
addition six-months. Thereafter, a new1).ermit-shall be required:.
APPLICATION IS'.HEREBY MADE:to the-18Vilding D:epartmenf for the issuance of dBililding Permit=pursuant to the
Building Zone Ordinance of the Town of.Southold,Suffolk Qbiffi+i`NewYoilk;�andlot e"Ir,applicable(Laws; Ordinances or
Regulations, for the construction of buildings,additions, or alteradm�s or'•for"r mova7ior<demolitjon%asth'eroin described.The
applicant agrees to comply with all applicable laws, ordinances,building.dod'e,,! -'sin" d6 e,,and\regulations,and.to admit
authorized inspectors on premises and in building for necessary inspections.
1
_,• i',;(Sr
gnali{y�o, •pplicant;or name,if ,corporation)
(IVlailin',address of applicant) �� l tG�
, .
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises :. G. `-:, �" e "fir{ V \� �G("il�•
(As on the tax roff-_6 late i eed)"r ' ._r.•rt ,>> t'::;,:
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Ptumbers.Liceiise No: u. :,,,.: -r P. . .
�r t ,.,r ;ttr. . ,. ...,: . :c�c 7;3 0) !A 1, . .b ":C.-i' _. ;i
Electricians License No: ,-
Other Trade's License No.
1. L cation of land on ich proposed w°�k will be done: t t;; ;i, r `,"
House Number- --
i= ill 1111,WAC,:TJPI,�IA23 F#3v'�r'.`• `fi '•t' '
County Tax Map No. 1000 I Section 1 Block,.."'`i �F'L�ot
Subdivision 2&e 1kc11 . 'I -fCS Filed Map No. �'/L( - 1SW Lotj 1 +
�. 'r'Alr.
2. State existing use.and dccupancy of preir ices and intended use and occupancy of proposed donstruction::-
a. Existing- erand occupancy. • ; ; r, . . „ ; r
b. Intaided.use acid occuplancy
3. Nature ofwork(check which„4pplicable).-New-Buildifig-.. ' -.-- - Addition Alteration
Repair Re'” oval;�.v, I (Demolition Other Work
(Description)
4. Estimated."Cost-....-✓ i9 0 n�Al Fee
(To'be.paid on filing!this application)
5. If dwelling;-number of dWelling units ! i Number of dwelling-units on each,floor
If ..€
r�C`n i
6. If business a coinmexciE lb,or•.ini ed ioccupaiicy, speolf}> ature and extent of each tpe of use. .:
7. Dimensioris'of�Xistinrl-stt'iictitlr�` r� i
g es; if any: Front :� - ,.�'' Rear__..(n2 Depth .2 7
Height`. -� 4A_ x'.41, i :�nN'umberjof Stofies
e _
Dimensions"ofRsarre',stluctU'ri0'ith aI'e'ra'tions or c�ifilohi"s:"F,ron't�' a �r '? ,�, ;,i 'e
Depth ( Nuniber of S�06riAs
8. Dimensions of entire new construction;; ont_ y�_ ; _ _r...._ Rear_.._. ..! .. ' ' Depth �2 'iIz
s
Height C2 U . Nuimbi r of Stori s.
9. `Size of lot: Front._ r - `i ��T
�x.� � _ .
- rl I ' P's'L lT!'L -..!t t>; j:°r ��:v�r,l'd,°E-'i:' r,`•,i,`- +.i�;�v'�1
10. Date of Purchase .. .. .. Name of Former Owner '. .
:u KM: trri 1 XAi ,.. -1''
11. Zone.or use district in.whieh premisese Sittuated :
t ra_
12. Does proposed construction.violaie.4ny,g h ng'ja.,w,;o.,d',is ce gr.regulation? YES::, . NO .•r
. r`
,. ,. .. ' . .. .••.� Fial: �l:.• �:. ,.� rl+,,: •r•-., .<;���:I ,, •:t.r',�t',i'':�.•;t •
13. Will lot be re=graded7YES I ill,excesslf.i,lt6e�remov6drfromcpremise's?EYES i'' :NO+t'
. . '' . t . " .. . • ' � t.::. ! . �` '•' ."+lit( ii' z '. , ir.r • i
i
14. Names of Owner of emiseon(,
NName of'Arcliitectt� s a `!.'� "�$' t,'S i� fidl\dGas r�r' i-' ti �,• /
. . :• a.. '., , , �. �:•:. L ' °. . Arpin;� ., � I/��'•Phone oto. i ' -, �.—
p� %' ' � '�r.:f,. !:; 1 t t i:l. , .7•'ll tiJ Jf,r. . r. ��. �� r
Name of Cofitract'W' Cy�.y"' 19/'T�'i":•••• Addre s :2 S ci r. `Phone.X6 G:3� y�;'�(- 0.3
fYI'IC%!-7777
�i+•Sr:,tt'r� i�::
15 a.Is,this.propert.,,w„ithiri.;1:00 feet\ofca ttidy;wetland or,a freshv�ate wetland?*,YE. . NO r a/�,
* r r 1 wFF1v a to .it!>aac•, I x :} :a W �v ,t�iU a ^r � .• i+
IF YES.,:SOU•TXIQLD;TQr ;Z US TE &c rD E.C:.PE TS iIVI Y iBEI EQUZRED. ,
b.Is'this NW',
* IF YES;:D:E:C:PERM=ITS:"MAeY:BE'+
I Ztlti?1:
16. Provide survey,to scale,'with,accurate folunda"tion plan and distandd§to"property lines.
17. Ife'levatioti''at?Ani}-�oi'$t ien'p'roeV14,1 feet or below; must provide topographical data on survey.
18:=Are=tYiere an} dvenants rest 'etion& ''i 4.6s pect to this property? * YES NO V
*'IFl1'-E'S; PROVIDE�A'GCY'���r';{ ?' f
STATfOFNEW�YORK)'r:.
S {
COUNTY-OF
1 _l �C�2Stlt . '�y �1: tir 'YI_he.,_g,tiuly's. o .de�os.e •'�' y. (s) '
r.... aiid.sa. s.tIiat' s he�is'tfte�applioa#it•
(Name of individual signing contract)1 6V'i i ariTed;> {5i ;:I i
(S)He is the
(Contractor,Agent, Corporate Officer,
of said owner or owners and is dulyauthorized to perform or.hare. erfortned-the'said work and fo ihake�
p p � and.file this:application;
that all statements contained in this application are true to the best-of-his-knowledge and-belief,and that the'work will be
performed in the manner set forth in the application filed therewith. -
Sworn to bkfore me !
day f 20 l J
No; u is THERES ALTIS�p�NGELMAIER Si nature o pplican
..Notary. lic,State,of New York
! -Na.,01DA4J6$9.18_._._.__
Qualifiefl in Suffolk County l .
Commission Expires Idly 30,20
Fie ga l
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
,�. Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
roger.richertCcDtown:southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION.
REQUESTED BY: Date: Z& ��
Company Name:
Name:
License No.: email: .5 [ �
Address: �� �(,� Ixtio,i AI • U f o _
Phone No.:
JOB SITE INFORMATION: (All Information Required)
Name:
Address: `z os e-
Cross Street: Tu r _ 1IR
Phone No.: 5(-- 9
Bldg.Permit#: 4(12 3 q email:
Tax Map- District: 1000 Section: I Block: : Lot:
BR EF DESCRIPTION OF WORK(Please Print Clearly)
l
Circle All That Apply:
Is job ready for inspection?: NO ou- Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters _ Old Meter#
New Service- Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? . Y N
Additional Information:
= PAYMENT DUE WITH APPLICATION
4 l�5 -
eic-61107
82-Request for Inspecdon Form.)ds a.-�D✓I a
sand
BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
'` • Southold, New York 11971-0959
Telephone (631-).765-1802 - FAX(631) 765-9502
a ,
AP.PI-lb I.ON_FOR ELECTRICAL INSPECTION.
r.---.... . .. . _ ...
Date::.
REQUESTED BY: _ . .- _.. . .
Company Name: i.._:__.:..:::.:-.,._:._ `..:.. .. .....
Name: -
License No.:
a -
Phone No ; .. /_�B 'd.8.._......-.. ..... L-... ._1...= � ...
JOB-SITE INFORMATION: (Ali Information Required)
Name: --._
Address: 'L�f — _ _... - -
Cross Streoil
et:' 'hone-No.: .,:. - - -
- -- _..._.__. ._.._.
Bldg Permit.#: !Y113
s- q:. - -
email:
'fax-Ma : District: 1000 Section: I - - - ---_. . ...... ........ .....
:._Block;....:..:--.
.:.. .... ............:....
Lot:
BR EF DESCRIPTION OF:WORK(Please Print Clearly)
Circle All That Apply:
Is job ready for inspection?: NO ocr -Final
Do you need a Temp Certificate?: YES./ NO . Issued On _
mp Information: . (All information required)'
A #Meters:_-.- _ Old Meter#
Size 1 Ph 3 Ph' Size: .---- - .
New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground Overhead
H-Frame Pole Work..dora ,on_S.eryice?_:::. _Y....__..N__.._.___.._...,.. ..
:_Undergtund_Laterals.._.1. :..2 _ _....
:Ad- tional Information .
..... ........ ..::::.....__...:..__;::::.:..._.
pY1VIEN.T_.DIJE`VxIITN APPLICA'tLQN,
La -
-ete-,R 1447
82-Request for Inspection Form As
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces)
H H's ,
UC Lts
Fans Fridge HW
i
Exhaust Oven Dryer
Smokes DW Service
.Carbon Micro Generator
Combo Cook-top Transfer
- AC q AH Min' o � C-
Special:
Comments:
S10
.w
Scott A. Russell
° �a� STO]KM[WAT]E K
SUPERVISORI�uJ[A\INA�G�]EMUENT
v-
SOUTHOLDTOWN HALL-P.O.Box 1179 C}
53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 Town of So u th o l d
CH"TER 236 - STORMWATER MANAGEMENT WORD SHEET
( TO BE COMPLETED BY THE APPLICANT)
Yes No (CHECK ALL THAT APPLE
❑[]"A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑Eff B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑[ff"C. Site preparation on slopes which exceed 10 feet vertical rise to
❑d100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department—with—your Building Permit Application.
APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date:
District
NAME:
N3 Section Block Lot
F'OR BUILDING DEPARTNIENT U. 0.NLi`
Contact Information: ] (p
rtlrp6
Reviewed By: JK WWA
Property Address / Location of Construction Work: Date:
— — — — — — - - - - - - - - -- - - - - - - -
Approved for processing Building Permit.
Sto—rmwater Management Control Plan Not Required.
— — — — — — — — — — — — — — —
❑ Stormwater Management Control Plain is Required.
(Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
`t1 a 3q
t
i
i Y
APPLICANT: S.C,T.M. #: 1000 CHAPTER 236
Properr) Owner,Design Professional,Agent,Contractor,Other) bp$uZ/r
Stormwater Management Control Plan CHECK LIST
NAME: Section Block Lor z S M C P -Plan Requirements; Provide 014E co of the Building Permit Application.
Ylrur,:YnN o q PY g PP
Date: * The applicant must provide a Complete)Explanation and/or Reason for not providing
all Information that has been i5IIII Required by tike following Checklist!
Ill L' 5"P-N—K'M.nK
i
I. A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any It` m, Please Provide Justification Here!
show all of tile Y
e following items: ES N. NA If you need additional room for explanations, Please Provide additional Paper.
a. Location & Description of Property Boundaries 000 j
b. Total Site Acreage.
c. Existing - Natural & Man Made Features within 500 L.F. j
of the Site Boundary as required by §236-I7(C)(2).
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water.
e. Limits of Clearing & Area of Proposed Land Disturbance. 0
f. Existing & Proposed Contours of the Site (Minimum2'Intervals)
g. Location of all existing & proposed structures, roads, OOO
driveways, sidewalks, drainage improvements &utilities.
h. Spot Grades & Finish Floor Elevations for all existing & O�
proposed structures.
1. Location of proposed Swimming Pool and discharge ring.
j. Location of proposed Soil Stockpile Area(s). 0
k. Location of proposed Construction Entrance/Staging Area(s). �� {
I. Location of proposed concrete washout area(s),
171, Location of all proposed erosion&sediment control measures. 0 0
2. Stormwater Management Control Plan must include Calculations showing
that the Stormwater improvements are sized to capture,store,and infiltrate
on-Site the run-off from all impervious surfaces generated by a two(21 inch
rainfall /storm event.
3. Details&Sectional Drawings for stormwater practices are required for approval. j
Items requiring details shall include but not be limited to:
a. Erosion & Sediment Controls, 00�
b. Construction Entrance & Site Access. �0
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
d. LeachingStructures (e.g. infiltration basins,swales,etc.) j
NC.;i\L k 111 NG C)E:PAR"1NIENI T USE ONLY
Additional InformationlisRequired.
Reviewed & I Stormwater Management Control Plan is Not Complete.
Approved By: — — — — — — — — — — — — ' — — — — — — — — — — — —
Stormwater Manageme>I t Control Plan is Complete.
Date: ® SMCP has been approved by the Engineering Department.
FORM * SWCP Check List -TOS MAY 2014
June 19, 2018
Re: Permit #41239
Angela Reese
2605 Deep Hole Drive
Mattituck, NY 11952
To whom it may concern;
Good morning, I would like to request an extension of our permit to finish our
project. It has taken longer than expected due to weather, etc. Thank you for
your consideration. If you have any questions for me please don't hesitate to
contact me on my cell at 631-988-6199.
j ll
Si n c e rq'ly,
"ng Ree
D [�C[EB'V[E D
JUN 1 9 2018
BUILDING DEPT.
TOWN OF S®i THOLD
S.C.T.M. NO. DISTRICT: 1000 SECTION: 115 BLOCK: 14 LOT(S): 11.1
® [� (� I� IIIUII� ED
SUILDINGDEPT.
TOWNOFSOMOLD
THERESA DRIVE
MAP OF DEEP HOLE CREEK ESTATES #4256
I"I
N
LOT 2 LOT I O
LAND N/F LAND N/F C\4
OF OF
PAULINE PASKAUSKAS SCOTT & CYNTHIA BUGDIN
3.81W X
583'20'40"E 0.2'N 4 CRAINLINK FENCE 169.80, 0.1'N
6, gF 13— A
OCKADE '-,o 0.6;S
ksl N
o6
Ld
X GATE .3'3
68. ' U.P.
I
Ak
.. ...... ..... .... ...... ...... ....
..........................
O
........ ...
CONC. DRIVEWAY
............. -'.-4
BRICK PATIO
LAND N/F I CONC./SLATE
OF 4.5'E STOOP
co
MATTHEW & LAURIE DALY *..,.,"..,.-..,.."..'-.'.-.*..,..,., '—�6 ....'.'.'.'
WALK
.... ......
Sit
...... RAME.''� .
.. • -
CPOOW
.... :: . ....
...... .....--:DWEL . . :
...13.8. ...........
CQ ..... ....
O
BRICK WALK
Q ROOF OVER
CONC. PORCHrn 9b
00
L6
MON.
N83020'40"W 62.00'
0 W.M.
EDGE OF PAVEMENT D
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
UPDATE SURVEY 09-09-22 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
ADD PROPOSED ADDITION 10-31-14 AND OR DATA OBTAINED FROM OTHERS.
AREA: 22,224.79 SQ.FT. or 0.51 ACRES ELEVATION DATUM.
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR'AND 07HER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MICHAEL E. REESE;
MAP OF: —ANGELA R. REESE,
FILED:
SITUATED AT. MATTITUCK
TOWN OF: SOUTHOLD KENNETH-M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
uebogue, New York 11931
P.O. Box 153 Aq
FILE # 14-154 SCALE: 1"=30' DATE: OCT. 1, 2014 PHONE (631)298-1588 FAX (631) 298-1588
N.YS LISC. NO. 050882 maintaining the records of Robert J. Henneasy & Kenneth M. Woychuk
4
REScheck Software Version 4.6.3
Compliance Certificate
Project Reese Residence
Energy Code: 2015 IECC
Location: Mattituck, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5331 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
Deep Hole Drive Mike and Angie Reese Charles Thomas
Mattituck, NY Charles Thomas R.A.
PO Box 877
jamesport, NY 11947
631 727 7993
cdthomas63@aol.com
Compliance: Passes using UA trade-off
Compliance: 0.6%Better Than Code Maximum UA: 160 Your UA: 159 Maximum SHGC: 0.40 Your SHGC: 0.19
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.
Floor 1:All-Wood joist/Truss:Over Unconditioned Space 161 21.0 0.0 0.044 7
Floor 2:All-Wood joistfFruss:Over Unconditioned Space 773 38.0 0.0 0.026 20
Wall 1:Wood Frame, 16"o.c. 208 15.0 0.0 0.077 14
Window 1:Wood Frame:Double Pane with Low-E 6 0.310_ 2
SHGC: 0.29
Door 1:Solid 16 0.400 6
Wall 2:Wood Frame, 16"D.C. 572 15.0 0.0 0.077 35
Window 2:Wood Frame:Double Pane with Low-E 118 0.310 37
SHGC: 0.19
Ceiling 1: Flat Ceiling or Scissor Truss 161 38.0 0.0 0.030 5
Ceiling 2: Flat Ceiling or Scissor Truss 773 38.0 0.0 0.030 23
Crawl 1:Solid Concrete or Masonry 104 0;0%'• 10:0-0.119 10
Wall height: 5.0' �r t§�kEU/IRo 1
Depth below grade: 3.0'
Insulation depth: 3.0'
r
Project Title: Reese Residence ~Report"date:%12/2'1/16
Data filename: C:\Users\Fred\Documents\REScheck\Reese addition.rck Page 1 of 10
Compliance Statement. The proposed building design described hfis6QStent with building plans,specifications,and other
calculations submitted with the permit application.The proposed een d ig ed to meet the 2015 IECC requirements in
RESchec Version 4.6.3 and to omply with the mandatory re in th R check Inspection Checklist.
ame--title ignature Date
Project Title: Reese Residence Report date: 12/21/16
Data filename: C:\Users\Fred\Documents\REScheck\Reese addition.rck Page 2 of 10
CREScheck Software Version 4.6.3
�(j 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.
Section Plans Verified Field,Verified.
# Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions
& Req.ID
103.1, ;Construction drawings and ❑Complies
103.2 !documentation demonstrate ❑Does Not
[PRJ]l ;energy code compliance for the
® ;building envelope.Thermal ❑Not Observable
envelope represented on ❑Not Applicable
construction documents.
103.1, ;Construction drawings and ❑Complies
103.2, :documentation demonstrate ❑Does Not
403.7 :energy code compliance for
[PR3]1 ;lighting and mechanical systems. ❑Not Observable
u !Systems serving multiple ❑Not Applicable ;
;dwelling units must demonstrate
;compliance with the IECC
!Commercial Provisions.
302.1, 4Heating and cooling equipment is; Heating: ; Heating: ;❑Complies
403.7 sized per ACCA Manual S based Btu/hr ! Btu/hr ❑Does Not
[PR2]2 on loads calculated per ACCA ; Cooling: ! Cooling: 1❑Not Observable
Manual J or other methodsBtu/hr Btu/hr
approved by the code official. ❑Not Applicable
I t I
1 k I I
I ! I
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Reese Residence Report date: 12/21/16
Data filename: C:\Users\Fred\Documents\REScheck\Reese addition.rck Page 3 of 10
Section Plans Verified Field Verified
# Foundation Inspection Complies? Comments/Assumptions
& Req.ID Value Value
402.2.11 i Unvented crawl space wall R- ; R- ;❑Complies ;See the Envelope Assemblies
1 �insulationR-value. ' ; ;table for values.
[F07] 1 R- R- ❑Does Not
❑Not Observable
❑Not Applicable
303.2 ;Unvented crawl space wall ❑Complies ;
[FO8]1 insulation installed per ❑Does Not
;manufacturer's instructions. ❑Not Observable '
❑Not Applicable
402.2.11 ;Unvented crawl space continuous ❑Complies ;
[FO9]1 vapor retarder installed over + . ❑Does Not
V ;exposed earth,joints overlapped ❑Not Observable
by 6 in.and sealed,extending at
least 6 in, up and attached to the ❑Not Applicable ;
wall.
402.2.11 ;Unvented crawl space wall in. ; in. ;❑Complies ;See the Envelope Assemblies
1 insulation de th of burial or ; ; ; ;table for values.
[FO10] p ❑Does Not
distance from top of wall.
l0 ; ; ; ;❑Nat Observable ;
❑Not Applicable
303:2.1 A protective covering is installed 111complies ;
[FO11]2. to protect exposed exterior ❑Does Not
insulation and extends a
minimum of 6 in, below grade. ❑Not Observable ;
❑Not Applicable
4019 ;Snow-and ice-melting system ❑Complies
[FO12]2, controls installed. ❑Does Not
V ❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2' Medium Impact(Tier 2) 31Low Impact(Tier 3)
Project Title: Reese Residence Report date: 12/21/16
Data filename: C:\Users\Fred\Documents\REScheck\Reese addition.rck Page 4 of 10
Section Plans Verified Field Verified' .
# Framing./Rough-.In.inspection Complies? Comments/Assumptions
&'Req.ID. . Value• Value
402.1.1, !Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies
402.3.4 :❑Does Not ;table for values.
[FR1]1 '
;❑Not Observable00 ;
;❑Not Applicable ;
402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies
402.3.1, average). T❑Does Not ;table for values.
402.3.3,
❑Not Observable
402.3.6,
402.5 ; ; '❑Not Applicable ;
[FR211
303.1.3 ;U-factors of fenestration products •I❑Complies
[FR4]1 :are determined in accordance ')❑Does Not
;with the NFRC test procedure or ]EINot
❑Not Observable
;taken from the default table.
Applicable
402.4.1.1 Air barrier and thermal barrier I❑Complies
[FR23]1 :installed per manufacturer's J❑Does Not
instructions. =❑Not Observable
I❑Not Applicable
I
402.4.3 ;Fenestration that is not site built € ❑Complies
[FR20]1 is listed and labeled as meeting = ❑Does Not
Co AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable
:or has infiltration rates per NFRC
400 that do not exceed code []Not Applicable ;
I - I
limits.
402:4.5 .,IC-rated recessed lighting fixturesl 30Complies ;
[FR.16]z {sealed at housing/interior finish -j❑Does Not
and labeled to indicate :52.0 cfm ;
leakage at 75 Pa. 3❑Not Observable
i❑Not Applicable
403.2.1 ;Supply and return ducts in attics ❑Complies
[FR12]1 insulated >= R-8 where duct is ❑Does Not
>= 3 inches in diameter and >_ ❑Not Observable
R-6 where< 3 inches.Supply and
return ducts in other portions of ❑Not Applicable ;
:the building insulated >= R-6 for • ' ;
diameter>= 3 inches and R-4.2 ;
'for< 3 inches in diameter.
I
4:03:3.3,.-5;Building cavities are not used as '1❑Complies
[FR1513 ,"ducts or plenums. s❑Does Not
❑Not Observable
- 4 #❑Not Applicable
403:4. HVAC piping conveying fluids R- ; R- ;❑Complies
[F1417]2• °` above 105 OF or chilled fluids ❑Does Not
below 55°F are insulated to >_R- ;
9� 3 ; ;❑Not Observable
j
❑Not Applicable
licable
403.4.1 ;Protection of insulation on HVAC ❑complies
[FR24]1 'piping. J❑Does Not
❑Not Observable
❑Not Applicable
403.•5..3 Hot water pipes are insulated to ; R- ; R- ;❑Complies
[FR18]z ° >_R-3. ❑Does Not
06 ;❑Not Observable
❑Not Applicable
licable
403.&, ]Automatic or gravity dampers are ;' ❑Complies
[FR19]2 i installed on all outdoor air ❑Does Not
intakes and exhausts.
El
Not Observable ;
❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3:f Low Impact(Tier 3)
Project Title: Reese Residence Report date: 12/21/16
Data filename: C:\Users\Fred\Documents\REScheck\Reese addition.rck Page 5 of 10
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) ^-3 ,1 Low Impact(Tier 3)
Project Titie: Reese Residence Report date: 12/21/16
Data filename: C:\Users\Fred\Documents\REScheck\Reese addition.rck Page 6 of 10
Section .
Plans Verified Field Verified "
# Insulation Inspection _ Complies? Comments/Assumptions
& Req.ID; , Value Value
303:1,'„t r.;iAll installed insulation is labeled ;,. ,”❑Complies ;
[IN13]2'.``7, or the installed R-values j' ❑Does Not
provided. j
�" ❑Not Observable ;
❑Not Applicable
402.1.1, i Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies
402.2.6 ;E] Wood ;❑ Wood ;❑Does Not ;
table for values.
[IN1]1 ❑ Steel ❑ Steel ;❑Not Observable
' ;❑Not Applicable
303.2, ;Floor insulation installed per ❑Complies
402.2.7 manufacturer's instructions and []Does Not
[IN2]1 !in substantial contact with the s ❑Not Observable ,
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
members.
402.1.1, Mall insulation R-value. If this is a; R- ; R- ;L- Complies ;See the Envelope Assemblies
402.2.5, :mass wall with at least 1/2 of the ❑ Wood ;❑ Wood E❑Does Not table for values.
402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable ;
[IN3]1 ;exterior,the exterior insulation E] Steel E] Steel ❑Not Applicable
!requirement applies(FR10).
303.2 ;Wall insulation is installed per ; ❑Complies
,
[IN4]1 manufacturer's instructions. r:; ❑Does Not
I ❑Not Observable ;
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) [-,3-!j Low Impact(Tier 3)
Project Title: Reese Residence Report date: 12/21/16
Data filename: C:\Users\Fred\Documents\REScheck\Reese addition.rck Page 7 of 10
section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Req.ID
402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies
402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values.
402.2.2, ❑ Steel ❑ Steel ;❑Not Observable
402.2.6
[F11]1 ; ; ;❑Not Applicable
303.1.1.1,;Ceiling insulation installed per ❑Complies
303.2 manufacturer's instructions. ❑Does Not ;
[FI2]1 ;:Blown insulation marked every ❑Not Observable
300 ft2. #
k ❑Not Applicable ;
402.2.3 -�Vented attics with air permeable ❑Complies
[FI22]2 insulation include baffle adjacent ❑Does Not
.Ito soffit and eave vents that
extends over insulation. ❑Not Observable
I❑Not Applicable
402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies
[FI3]1 ;insulation >_R-value of the ;❑Does Not ,
adjacent assembly. ;
,❑Not Observable
❑Not Applicable
402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies
[FI17]1 ach in Climate Zones 1-2, and ;❑Does Not
<=3 ach in Climate Zones 3-8. ;
;❑Not Observable
❑Not Applicable
403.2.3 ;,Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies
[F14]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not
<=3 cfm/100 ft2 without air
;handler @ 25 Pa. For rough-in �[]Not Observable
tests,verification may need to ;❑Not Applicable
occur during Framing Inspection.
403.3.2 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies
[FI27]1 determine air leakage with ft2 ft2 T Does Not
either: Rough-in test:Total I ❑Not Observable
I leakage measured with a ; ;
pressure differential of 0.1 inch ;❑Not Applicable
w.g.across the system including
,
;the manufacturer's air handler '
enclosure if installed at time of
,
;test. Postconstruction test:Total
;leakage measured with a ;
pressure differential of 0.1 inch
1w.g.across the entire system
;including the manufacturer's air ;
handler enclosure.
403.3.2.1 ;Air handler leakage designated ❑Complies
[FI24]1 by manufacturer at<=2%of ❑Does Not
;design air flow.
❑Not Observable
❑Not Applicable
403.1.1 d Programmable thermostats ❑Complies
[F[9]2 j installed for control of primary ❑Does Not
a heating and cooling systems and
[]Not Observable
initially set by manufacturer to
code specifications. ❑Nat Applicable ;
403.1.2 .;Heat pump thermostat installed }❑Complies
[F[10]2 on heat pumps. , ❑Does Not
! ❑Nat Observable
❑Not Applicable
403.5.1 , 'Circulating service hot water ❑Complies
systems have automatic or ❑Does Not
accessible manual controls. ❑Not Observable '
❑Not Applicable
11 High Impact(Tier 1) •2 Medium Impact(Tier 2) :3;- Low Impact(Tier 3)
Project Title: Reese Residence Report date: 12/21/16
Data filename: C:\Users\Fred\Documents\REScheck\Reese addition.rck Page 8 of 10
Section Plans Verified Field Verified
# Final Inspection Provisions. Value Value Complies? Comments/Assumptions.
& Req:ID •
4.03.6:1` )'All mechanical ventilation system " I❑Complies
[FI25]? ;fans not part of tested and listed ❑Does Not
1 HVAC equipment meet efficacy
h e and airflow limits. ❑Not Observable
❑Not Applicable
403,2a b Hot water boilers supplying heat ❑Complies
[F12.61]12.;,,;through one-or two-pipe heating E ' _ ❑Does Not
systems have outdoor setback
control to lower boiler water i. ❑Not Observable
1temperature based on outdoor
[]Not Applicable
temperature. I
403.5.1„1Heated water circulation systems ' ❑Complies
[F.12812 a 'have a circulation pump.The t ❑Does Not
system return pipe is a dedicated
return pipe or a cold water supply ” ❑Not Observable ;
pipe. Gravity and thermos- f ❑Not Applicable
;syphon circulation systems are
not present.Controls for
circulating hot water system 1
pumps start the pump with signal
for hot water demand within the
'occupancy.Controls
automatically turn off the pump
when water is in circulation loop
i is at set-point temperature and
no demand for hot water exists.
4015:1.2 i Electric heat trace systems ❑Complies
[FI29]2. comply with IEEE 515.1 or UL ]❑Does Not
515. Controls automatically
adjust the energy input to the s ][:]Not Observable
heat tracing to maintain the ❑Not Applicable
desired water temperature in the
piping,
403.5.2. ;Water distribution systems that ❑Complies
[F130]2 I have recirculation pumps that ❑Does Not
pump water from a heated water dd❑Not Observable
,supply pipe back to the heated 1
j water source through a cold []Not Applicable
water supply pipe have a I
.,demand recirculation water
Isystem. Pumps have controls
i that manage operation of the ;
pump and limit the temperature
of the water entering the cold
;water piping to 104°F.
403.5.4 Drain water heat recovery units ❑Complies
[FI31]2 Jtested in accordance with CSA ❑Does Not j
I B55.1. Potable water-side
pressure loss of drain water heat ❑Not Observable
recovery units< 3 psi for r _ J❑Not Applicable
individual units connected to one
+or two showers. Potable water- ;
side pressure loss of drain water
I heat recovery units< 2 psi for
individual units connected to
three or more showers.
404.1 ;75%of lamps in permanent '❑Complies
[F16]1 fixtures or 75%of permanent ❑Does Not
;fixtures have high efficacy lamps.
Does not apply to low-voltage ❑Not Observable
lighting, i❑Not Applicable
4:04•:1j, )Fuel gas lighting systems have I❑Complies
no continuous pilot light. ❑Does Not
❑Not Observable
❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3)
Project Title: Reese Residence Report date: 12/21/16
Data filename: C:\Users\Fred\Documents\REScheck\Reese addition.rck Page 9 of 10
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Req.ID
401.3 }Compliance certificate posted. ❑Complies ;
[FI7]2 ❑Does Not
t
{ ❑Not Observable ;
I ❑Not Applicable
303.3,, Manu facturermanual
sfor
❑Complies ;
[FI18]3 mechanical and water heating ❑Does Not
,systems have been provided.
} ❑Not Observable ;
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2: Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Reese Residence Report date: 12/20/16
Data filename: C:\Users\Fred\Documents\REScheck\Reese addition.rck Page 10 of 10
2015 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
Above-Grade Wall 15.00
Below-Grade Wall 10.00
Floor 38.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Glass&Door Rating U-Factor SHGC
Window 0.32 0.19
Door 0.40
CoolingHeating&
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
cy
ti
D3
EXISTING ROOF101
TO REMAIN DOR R LATE HT
APP ROVED AS NOTED
7'-6" -
MATCH MATCH DATE: �3 B.P.# 41 913q,
EXISTING SIDING EXISTING SIDING FEE: BY: -
= EXISTING ROOF
o TO REMAIN NOTIFY BUILDING DEPARTMIENT AT '
w 765-1802 8 AM TO 4 PM FOR THE
r = FOLLO:^LING INSPECTIONS: z
3046 3046 3046 3046 3046 3046 0 12 EGDRESS E3RDE S 1. FOUNDATION - TWO REQU;RED p
EGRESS EGRESS EGRESS 10� EGRESS EGRESS EGRESS z 1 q FOR POURED CCNCRcTE —
"V 12 W
- MATCH 2. ROUGH - FRAMING & PLUMBING �. Q
MATCHEXISTING ROOF 3. INSULATION C
11'-5" 11'-5" EXISTING ROOF SHINGLES 4. FINAL - CONSTRUCTION MUST _ D
SHINGLES BE COMPLETE FOR C.O. o- Li
0
ALL CONSTRUCTION SHALL MEET THE p
REQUIREMENTS OF THE CODES OC NEW cn v
31
YORK STATE. NOT RESPONSIBLE FOR w o
MATCH
DESIGN OR CONSTRUCTION ERRORS. o N
iI ili
d EXISTING
I,
EXISTING EXISTING Lf�I SIDING
COMPLY WITH AL
WINDOW WINDOW 2846 L CODES OF
cc
NEW YORK STATE & TOWN CODES > L o
\ \ �
AS REQUIRED AND CONDITIONS OFui
N
PROPOSED ---
WINDOW ® ® MATCH r BA
TO MATCH EXISTING SIDING
EXISTING S8OARD
GRADE GRADE MOLD ;EES LLJ
rC F R 0 N T E L E V A T I O N --- . . .DE . . U
1 SCALE: 1 /4" = 1 —0
- 6
OCCUPANCY OR ELECTRICAL 0 z
USE IS Ut ILAWFUL jr,"jSF' CTl0N R1,=Q1+ll►7l'ED L
W12
ITHOUT CERTIFICATE �'r, ACAr ,'NG R':QU.r^,rr) W
3 OF OCCUPANCY o Q
PLUMBER CERTIFICATION < I
PROPOSED DORMER PROPOSED DORMER ��`_IJ��9B�(��
EXISTING ROOF - ON LEAD CONTENT BEFORE ALL PIUMIRING VvIAS T E
TO REMAIN CERTIFICATE OF OCCU. A N10
TESTING BEFOR : c,!,
SOL DEP 1'f"3ti 1 r/X/!1f TC.�V
i . .
EXISTING ROOF
SUPPL Y /'S'!E'v'l C�i,F�'C'dC TIn
3046 3046 TO REMAIN _
EGRESS
EGRESS
RESS _ EXCEED 2110 OF 1% LEAD. I
RETAIN STORM WATER RUNOFF W
PURSUANT TO CHAPTER 236 Ld
OF THE TOWN CODE. 0
Ll (on
0 LjJ
M ATC4
EXISTING SIDI\ " CL
'f
2446 2446 EIS I
GRADE
0
E R E A R E L E V A T 1 0 N
2 SCALE: 1 /410 = 1 '-0" v Q
w W
J
. o 0
W
M A'CH
EX17ING ROOF
—SHUGLES
V)
Cn
PROPOSED DOR EXISTING
MATCH —
® EXISTING U n
MATCH ROOF E
EXISTING SIDING 3032 SHINGLES-
-EXISTING M
30 I3046 1-1EGRESS EGRESS rl-
(fl
+j 0�
10
_ Z
H
0_
O
--_ U
MATO
EXISTING
n
SiniNn
10" PERMA X
CAST COLUMN m
GRADE
CLOPLAY O.H. DOORS _.CLOPLAY O.H. DOORS CLOPLAY O.H. DOORS
AS SELECTED PER OWNER AS SELECTED PER OWNER AS SELECTED PER OWNER
F R I G H T S I D E E L E V A T 1 0 N NO INCREASE IN
NUMBER OF BEDROOMS SHEET N0.
3 SCALE: 1 /4" = 1 '-0" -
(4 BEDROOMS EXISTING)
(4 BEDROOMS PROPOSED)
c
25'-0"
4'-0" 4'-0"
2446 2446
(2) 11 7/8" ML z 2) 11 7/8" ML
j` tv y F O
N ♦ SIMPSON STRONG - TIE
MATCH N -
EXISTING ROOF- / HDU (CORNER HOLD DOWN) bi
TYP io Q
SHINGLES l/
O D
p = O —
—� J O
EXISTING PROPOSED DORMER = o w
0
O
MATCH opo N o U
EXISTING 0) v o L' `n
ROOF v o o
MATCH SHINGLES
3046 3046 EXISTING SIDING 3046
EGRESS EGRESS EGRESS
24'-0"
�r - z v co (0
o _
o I U) \5; Lno\ \ o
Ljj \ \ \
I- 00 N
r
6'
` � J 14" TJI 560 SERIES = p
s ® 16 O.C.
MATCH _ o
EXISTING SIDING O o
EXISTING O
i� civ ^ I W
M �^ 3 CAR GARAGE
N n
� 0) U
2446 1
0 668 (3)14" ML FLUSH ... °'
2) 11 7/8" ML 0
IDz
NWGRADE 4 � W
- � "P.C. SLAB
CLOPLAY O.H. DOORS
`-'
AS SELECTED PER OWNER 1 HR. RATED24'-0" ''' 5/8" TYPE X SHEETROCK �
WALLS & CEILING o o
I
EE0 N LEFT SIDE LEVAT � _ 0�
_ L�
1 SCALE. 1 /4" 1 0
v 00
O ry 20'-4" °'
UP 0
00 DROP GARAGE SLAB 4" iv
BELOW FAMILY ROOM SLAB D
3'-4"
N O f n__J Li
2 1 7/8" MIL
NREMOVE EW 606E1 I FWGG WINDOW. - - - - - - I Viz) 11 /a" ML �- ,,-0"- 28[6
0
FWG 60611 I I_L_
CLOSET _ _ _ 5'-0" I �
p 2 "X10"GIRo O
// "
rr
SMOKE @ 16" Oc.
S —_'DETEC R
—OTECT%j �!c^, X cp �
"X8" rr
EXISTING EXISTING W P�°� � I ® I (�
3 EXISTING BATH KITCHEN `90 _ i 2x12 RID E N
❑ KI -
BEDROOM ��F of NI �,p N � � o I
NO CHANGES NO CHANGES n x �`r x \`q4 v o
TO NEW - ^N co
N \F} I xf 00 ,� F 2" 2:R \ \ - ® I Z z
a LAUNDRY � STEP OWN t v 2 2"x�o"cIR O Q
ROOM °° ~ J
Z~ Z L,_ EXISTING 11:11
op
Q WALL TO SE N X aV) REMOVED 10' PERMA
�S X I X 1, 2 11 7 8" L I CAST COLUMN Cr W /v
w I w0 \ J O
- 2 46 \ ' In w O
EXISTING FAMILY ROOM &
w
I o o J LL
161 SF FIRST
FLOOR LIVING
w w I
AREA ADITION
EXISTING Ln EXISTING U)�
767 SF
BEDROOM wo DINING ROOM wo / ' \ �, I ARAGE ADDITION (� -�—�
/ \ Z 0)
NO CHANGESNO CHANGESco
/ \ 3 z I (D I
� I O /�� ►�
-Z - - - - - - (4) 28 2 W/POST - - - - -� - -� W
EXISTING EXISTING 126 268 I �-
L - - - __wNww_T0_ - - - - -INDOW-T0� - - - - - - - - - - - - - J ' •— Z
REMAIN REMAIN FZ
Jc
20'-22" 8'-102" m
11'-9" 11'-1" 11'-1"
40'-10" 22'-2" U O
0_
63'-O"
P F I R S T F L 0 0 R P L A N SHEET N0.
2 SCALE: 1 /4" = 1 '-0"
P.
25-0"
25'-0"
12'-6" 12'-6"
SIN t0
- - - - - - - - II s I Z (2) 11 8" ML
o Y J 24' 0" Y �r
1 400
UJI
wo PI I 1 N DOUBLE R _
o
z of LINE OF 6r-_O ....... LINE OF 8'-0" 1"
0 8" POURED CONCRETE FOUNDATION _j w I o I I 13-12 I T
J ow WALL ON 8"X16" POURED �) 3 -1 o Z
Q cn CONCRETE FOOTING Z of I _ ii SMOKE
o z I ' I N ^DETECTOR 1 co I N o
loo owl I I I M N I -
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Z p oLL_m l I I I R-30 INSUL
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O
0
U
Io I I I I BEDROOM I� IR W Ln
OT
l 1 i I _I O I srn I I J I o (TYP.) o 0
1 I �Z I I I I 4'-6" 7'-10"
o o I I I I 266 40 s I HOUSE G I o
Q I I 1 (2) 21x8" o `CLOSEa._
I �p _ z
�� I F o o I x I� ; — � NI I `2 t �2 W
-0' I X M cc
i zo I I I o I w N "V 'V c0 N
P o l 1 l I n I N "' I M TUB
2'V
Z)m l 1 1 1 J 5,-4rr N N B THI I FRESH AIR INLET �LAV (W.C.
R I 4" POURED CONCRETE SLAB L` JI
0 1
1 I OVER 6" MIL. POLYETHLENEo V) MN rr
VAPOR BARRIER ON WELL ofFLOOR
q
COMPACTED POROUS FILL I I _ I I 4 I
I C O. �N•/•
F- I I .I 1 0- OS `-DETECTOR
I w
>Z 1 I I SI TI N G I CO—DEOI ECTOR I CONNECT TO EXISTING P.V.C. PIPE PITCHED Q
o o l I I �' AREA I I SANITARY SYSTEM AS PER N.Y.S. CODE I . z
I l N I I I . l I LL W
o of I �, I " R-30 INSUL 1 N X I W
QZ1 I I "' 1 c) M I on
PLUMBING RISER DIAGRAM
cli
01 I I 13'-1 j" 1 rD
Q
O<I I N I — LINE OF 8'_0" - pOyJBLE_R R SNF QF�0" _ J 1 I N 2 SCALE: N.T.S
24" WIDE X 12" DEEP BELOW FAMILY ROOMDROP GARAGE BSLAB O�I 1 in 1 , w
P.C. HAUNCH 20'-8' Y I Q
r W LLJ
C�
1 �N m— — — — — — — — — — — — — — — — — — — — II I - (2) 11 7 8" ML iv 1 r�
— — — — — — — — — — — — — — — — — — — — — J I — — — — — — — — — — — — — — — — — — — — ry
— 3046 3046 — Q
ANCHOR D BOND I I I I -6"
W
TO EXISTI G
WITH #5 EBARS i Qm w m m I 1 1 25'-0"
@12" 0.C VER TI AL l J w J J Q
(TYPICA THROU HOLIT) I w V)
w �j 3::oI I - - - - - - - - - - o � II a.
w r —
QW 0 I —I }oLLJ `
o �QILLI MSI I I II F� II W
Z)( Q
co 0
Li a o
o>U
— — — II I I 1 O•- LINE OF NEW
WALLS BELOW Z z z
8'-0"
J Q p
II 8'-0" `� a CL U
Q TYPICAL ROOF CONSTRUCTION
I I 773 SF SECOND w W
FLOOR LIVING (2) 12" ML RIDGE 1110ASPHALT ROOF SHINGLES (LOW SLOPE APPLICATION) 0 O V)
O I I I AREA ADITION OVER 15# ROOF FELT ON 1/2" CD X PLYWOOD T_ Q
1 a SHEATHING. 2" X 10" ROOF RAFTERS @ 16"' O.C. qtJ
Q
C) Q 1 1 I ISTING U
WAX1zZi 3 Z
° LL_ w
z 1 I I I ILLS BELOW 2" 0" CJ ® 16" Oc. — — W ~
x o U
Lli LL I I I I 1111 /
- - - - - - - J 00 SITING �J
— — — I L — — — _ _ — — �� TYPICAL FLOOR CONSTRUCTION / 0 ROOM
3 '4" PLYWOOD SUBFLOOR / Y s�0
— — — — — I 14 TJI 560 SERIES @16 O.C. D
I i / i I
IV
1 N
R-38 INSUL
I - _ O
(o
(3)14" ML FLUSH 1HR. RATED T.O. WINDOW �J
5/8" TYPE X SHEETROCK I�
P F 0 U N D A T I 0 N P L A N P S E C 0 N D F L 0 0 R P L A N TYPICAL WALL CONSTRUCTION WALLS & CEILING �— 4.j
1 SCALE: 1 /4" = 1 '-0" 2 SCALE: 1 /4" = 1 '-0" CEDAR SIDING TYVEK HOUSE WRAP 1/2"
CDX PLYWOOD SHEATHING ON 2"X6" WD. F o r
STUDS @ 16" O.C. o o I • _ Z
R 21 INSULATION o) ^ 00
O
fn (LVJ bi
w
4" POURED CONCRFETE SLAB - n 1
GRADE tet!
L_ �
OZU
FI 8" POURED CONCRETE FOUNDATION WALL x
O
M ON A 8" X 16" POURED CONCRETE c- m
4" POURED CONCRETE SLAB FOOTING MIN 3'-0"BELOW GRAGE 1 0
25-0" �J
Ak
SHEET NO.
S S E C T 1 0 N 1
3 SCALE: 1 /4" = 1 '-0"
TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7
ALLOWABLE DEF
CORNER AND PARTITION POSTS LECTION OF STRUCRURAL MEMBERS
RAFTERS AND CEILING
PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE
DEFLECTION �-
JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER L/180
ROOF TRUSS
SLOPES THAN 4 W/NO TOP PLATES
FINISHED CEILING
SECOND STORY TOP PLATE— TABLE TABLE 3.1 ATTACHED TO RAFTERS
TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTAL[��� IN STUD INTERIOR WALLS AND H/180
JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH ONS
FLOORSAND PLASTERED L 360
BE CUT OR NOTCHED BORED HOLE MAX CEILINGS / STUD
FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z
SEE DRILLING AND SEE DRILLING AND MEMEBERS
NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% o
BOTTOM PLATE WFCM SECTION 3.3.1.1.1 NOTCHING PROVISIONS
EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH
113 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE
/ ,> NSTALLED IN ACCORDANCE / STUCCO FINISHE „
d NAIL AT 6 O.C. WITH WFCM TABLE R EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE
ALL PANEL EDGES) WITH BRITTLE(b) FINISHES o
° T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE
JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED IMTH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED
FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH v
TOP PLATE BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times theCn
OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT component and cladding loads for hte purpose of the determining
d NAIL AT 6 O.C. GYPSM BOARD INSTALLED IN g BORED HOLES SHALL NOT w
deflection limits herein.
BEARING AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT b. For cantilever memebers, L shall be taken as twice the len ht BE LOCATED IN THE SAMEj 0 W IF HOLE IS BETWEEN 40% AND 60% o
ALL PANEL EDGES) BE LOCATED IN THE SAME g CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE
WALL CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND NO MORE THAN TWO
5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED
1 IN.x4 IN. RIBBON0 m walls of sunrooadditions or patio covers, not supporting edge of AND SO BORED
LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not cn cD
exceed L/60. For sandwich panels used in roofs or walls of z
BOTTOM PLATE FOR FIRE BLOCKING o
BAND JOIST WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall
OR BLOCKING INSTALLED IN ACCORDANCE WFCM 2001 SBC HIGH WIND EDITION not exceed L/120 w
16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITION
SILL PLATE _ JOIST e o SECTION 3.4.3.1 .1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A
8d NAIL AT 6"�O.C. ON ALL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS
CRAWL SPACE \—SUBFLOOR FRAMING MEMB RS AT PANEL
OR BASEMENT s EDGES AND 12' O.C. ON ALL ROOF/CEILING ROOF/CEILING
FOUNDATION MONOLITHIC FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING
SLAB—ON—GRADE FRAMING MEMBERS NOT AT DEAD LOAD DEAD LOAD
FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALLS
WALL SUPPORTING 15 psf or less 25 psf
PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS
EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1,2
FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS
BEARING WALL ( )( ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. F--
N
NON—BEARING—BEARING WALLS: R 6 0 2.6 CX 2 FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) Uj
O
TYPICAL WALL, FLO 0 R & ROOF FRAMING a. LINEAR INTERPOLATION SHALL BE PERMITTED Li
JOISTS 2-10d NAILS NWIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE (f)
Uj FOR WOOD STRUCTURAL PANELSj (Z ROOF FRAMING DOUBLE TOP PLATE
TRUSS OR CEILING JOIST 0 W
FAS T E N E R SPACING SEE STUD TO RAFTER z
FASTENER 2 FEET 4 FEET 6 FEET SECTION A-A C PPLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS
PANEL SPAN < PANEL SPAN < PANEL SPAN < PANEL SPAN BLOCKING T PICEC
TYPE K 2 FEET < 4 FEET < 6 FEET < 8 FEET 1/2" SPACINGS ENDWALL ONNECTORS
A A R QUIRED 13� (,
ALLOWS i
21 /2" 6 16" 16" 12" 9" HOLDDOWN NAILS
WOOD SCREWS INSTALLATION F HEADER STUDS ---FULL LENGTH » O J
„ WA STUDS 5d COOLER NAILS AT 10 O.C. Q
/ 16" 16" 16" 12" DOUBLE )) A A _
WOOD S REWS ATUHARDIWARE o ° CORNER STUD
NOTE: 2"x4" BLOCK NAILED TO EACH
o CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS
o. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN o TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD z
(HDU) ° AT BOTTOM OF HEADER STUDS IN
b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ° ° ° NOTE: SIMILAR N UP ADDITION TO CONNECTORS AT W
o ° CONNECTION AT I CO NEC R 5d COOLER NAILS AT 7 O.C. 0
c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. R UIR WALL STUDS AND AT TOP AND
° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP z
d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-16d COMMON
ATTACHED UTILIZING VIBRATION—RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE ° NAILS AT 6'D.C. FLOOR BRACING AT END BAYS ``J cnWITHDRAWAL CAPACITY OF 490 POUNDS. sIDE waLL END WALLTYPICAL FRAMING AND UPLIFT 10-8d NAILS 0
e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ( WFCM FIGURE 3. 6 CONNECTIONS FOR OPENINGS Q W
� I suBR00R
EXTERIOR WALL STRAPPING SCHEDULE �•• ' ' _ 8d NAIL AT 4 O.C. ENDWALL STUDS �
AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDONNS NOTES I I :D FACE OF FOOTING CEILING BRACING GABLE ENDWALL
NAILS
RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND OIST � a_ 12" MAX. ( WFCM FIGURE 11 )
RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER
8-8d TO STUD CONNECTION U- o AILS BASED ON
2-8d TO PLATES , o Li- SHEAR WALL REQUIREMENTS
FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD LLJ C)
CONNECTION 'r'�' TOP PLATE Q Ow /
STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD :' PROVIDE RAFTER TO
4-8d TO PLATE ° H NO
PHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE g 81dSCOMMONANAI S _
* NOTES: ° H/2 BUT NEED OT �� H/ BUT NEED NOT ON SHEATHING JOINT
ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL o EXC ED 15 FT. AX. EXCEED 40 FT. MA . REQUIRED RAFTER TAILS ARE NOT EACH END OF 1-1/4 O
CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND o ° o CORNER STUD 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP '— N
TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. HOLDDOWN o ° CONNECTED TO ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW Z
NAIL PENETRATION INTO FRAMING IS ACHIEVED. (HDU) ° o BASED ON SHEARWALL REQUIREMENTS U
° o TRANSFER SHEAR
°
FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING
°
* RAFTER
DOUBLE
INSTALL THROUGH FIRST FLOOR SHOE. PREFERRED METHOD z
STUD MIN. o
AT HA DW E
° ' Uj
HOLD D 0 WN 8d NAIL AT 12 O.C. ON a
ALL FRAMING MEMBERS
ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES
WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z
20 GA. STRAP— (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W 16d NAIL AT RIDGE BEAM M
-\
1 �►, WIDE MIN. PHD5 24„ O.C. RIDGE TENSION STRAP DETAIL_ �
W/(8) 8d NAILS FLOOR TO FLOOR TABLE R301 . 5 NOTESCZ
EACH SIDE U N
CONNECTION FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. ^
SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING
8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA.
O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R 3 01 . 5 ® --
EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND
SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE
WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND
INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO 4-J
NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) T
CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 ■
WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE }
z
A) OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, HIS LIVE LOAD NEED NOT LIVE LOAD
BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD
REQUIREMENTS. USE
GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o
8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND
Slm son Strong — Tie Tie ®I SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 Cn W
p g SIZE PER MOST RECENT AT&O�ALL PANEL INCHES, WHICHEVER PRODUCES HE GREATER STRESSES. ^^11
A35— Chimney Framing ® ° EDGES) ANY POINTEALONGENTRATED THE TOP LOAD APPLIED IN ANY DIRECTION AT DECKS 40 W V
e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR
® WOOD STRUCTURAL
3 ROOF RAFTER RIDGE DETAIL WALLS. PASSENGER VEHICLE GARAGES 50
PANEL INSTALLED IN f. GUARD IN — FILL COMPONENTS (ALL HOSE EXCEPT THE ao
HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L
ACCORDANCE WITH o
® TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10
3 SCALE: N.T.S. NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED
(TABLE 3.1, WCFM 2001 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20
¢ LOAD REQUIREMENT.
HIGH WIND EDITION) 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 Cl-
FOR
z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR
8d NAIL AT 6 O.C. ON ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR
ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30
AT PANEL EDGES AND WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO HOSE
(8) INSIDE CORNER DETAIL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO
12" O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40
P. e FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER
AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO.
PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200
Simpson Strong— Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS
HDU MEMBER, PROVIDED THAT EACH OF HE FOLLOWING CRITERIA IS
MET:
2 CORNER BRACING DETAIL EXTERIOR CORNER FRAMING OR1. TFRAMED HE COPEN OPAREA ENING ACCORDANCE WITH ACCESSIBLE BY A UsECTION 071TAIND AY
2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN
2:12.
3 SCALE:
N.T.S. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED
TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING
ROOMS.
(TABLE 4 WFCM 2006 HIGH WIND EDITION)
(TABLE 2 WFCM 2006 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT The design of this structure is based upon prescriptive approach using the
Wood Frame Construction Manual (WFCM) 2006 130 MPH COPYRIGHT 2015 SBC
ONNECTIONS RESISTINGUP & EA LO DS published by The American Forest and Paper Association. Non- Structural lements GENERAL N 0 T E S:
NAILING SCHEDULE are based upon the INTERNATIONAL RESIDENTIAL CODE 2015.
MAX. ANCHOR BOLT SPACING (INCHES) 1. All works shall be performed in accordance with all state,
ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on
RESISTING SUPPORTING municipal, local zoning and building codes and ordinances
JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 5/8" ANCHOR BOLTS 39 sheet no. 1
COMMON NAILS I - FLOOR All non engineered lumber to be Douglas having jurisdiction and best standards of construction
LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 9 g Fir#2 Or better practice.
4-8d PER RAFTER
' Wind Limitations-Section R301.2.1 -�.
1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3. The American Institute of Architects Conditions shall apply
RAFTER TO TOP PLATE TOE-NAILED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED TIE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris t0 all work performed On this project.
CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verifyall conditions at the site. An
3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, Y
discrepancies must be brought to the attention of the Architect ,
9-16d EACH LAP Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be
CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 916d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work
CEILING JOIST OVER PARTITIONS FACE-NAILED - Minimum Room Area-Section R304 except for hidden job conditions. z
Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and o
6-8d PER TIE
COLLAR TIE TO RAFTER FACE-NAILED Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _
2-8dEACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects fora period
Glazing-Section R308 of one year form the date of the final Certificate of Occupacy.I -
BLOCKING TO RAFTER TOEGarages and Carports-Section R309 4. The Architect shall not be responsible for the construction means,
Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety _
TRIM BOARD TO RAFTER (END-NAILED)
D-NAILED 2-16d EACH END WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work and he
2-16d (SEE NOTE 1) PER FOOT
Landing-Section R311.3 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by co w Handrail-Section R311.7.8 the contractor No changes shall be made in the documents FACE-NAILED 4-16d JOINTS - EACH SIDE Guards-Section R312 and/or the building as designed without the expressed written
STUD TO STUD FACE-NAILED 2-16d 24' O.C.
Smoke Alarms-Section R314 a
consent of the Architect.
HEADER TO HEADER FACE-NAILED
16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous
TOP OR BOTTOM PLATE TO STUD {END-NAILED) 2-16d PER 2X4 STUD Foam plastic-Section R316
insurance coverage statutory policies (Worker
3-16d PER 2X6 STUD
Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not
Insulation-Section R316
less than $ 5 million and automobile liability o
4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 y and damage
Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be
FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured on any and all policies.
FLOOR FRAMING Protection Against Termites-Section R318
6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous w
Site Address-Section R319 insulation at all perimeter sills.
4-8dPER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized
JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED Elevators and Platform lifts -Section R323 or pressure creosoted.
Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed
BRIDGING TO JOIST TOE-NAILED 2-8d EACH END in each bedroom, on all floors and shall be all interconnected per code.
BLOCKING TO SILL OR TOP PLATE TOE-NAILED
Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated
-1 d EACH BLOCK Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code.
LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST
at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor
square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind.
JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per
found upon excavation, 11. All electrical work to be in accordance to the rules and
3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is
BAND JOIST TOJOIST END-NAILED to be presented to the Owner at the completion of the job. �1 r-
3-16d PER JOIST Foundation Notes: 12. Plumbing Installation to comply with State and Local codes f-
5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. LL.I 0
BAND JOIST TO SILL OR TOP PLATE TOE-NAILED ROOF SHEATHING 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. �I
STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York
Energy Conversation Construction Code. All lazed area to be double
16 x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. Ur
Sd 6" EDGE 6" FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds W
GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier z
GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OIUTLOOKERS 8d 6" EDGE / 6" FIELD Dap proofing re exterior foundation below rade-Section R406 the Code's minimum standards. Q
„ 9 16. These drawings and specification are instruments of service and
8d 4" EDGE 4" FIELD 30 x30"x12 deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for 0
GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q
CEILING SHEATING Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect.
5d COOLERS 7" EDGE / 10" FIELD 17. Architect has not been retained for site supervision, on-site
GYPSUM WALLBOARD Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q
WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department.
" No footing shall be set higher than a 30 degree angle from any other footing
STRUCTURAL PANELS STUDS SPACED UP TO 16 OC 8d 6" EDGE / 12" FIELD Pour no concrete on frozen ground or in freezing water. 0 _JProvide 3 1/2' steel lally columns. Q
Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS
strength and has been anchored to the floor above, or has been sufficiently C (-
braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS L f�
Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND
5d COOLERS 7" EDGE
GYPSUM WALLBOARD
Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Q I 10" FIELD Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 WFireblocking - Section R502.13.
ANCHOR BOLTS IN FOUNDATION USE: z Q
Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W
3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Q
Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q
Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Q UJ
W
2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER
Finish floors per agreement. i,;7D GARAGE/HOUSE COMMON WALL 4-10d X 1 1/2'�
FLOOR SHEATHING Wall construction - WFCM Prescriptive Method.
USE (4)-8d NAILS AT EACH END
Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE:
"
STRUCTURAL ANL WFCM, Table and Section 4
`ESP CONNECTOR AT 16" O.C. NOTE:
1' OR LESS 8d 6" ELLE / 12" FIELD overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING
GREATER THAN 1° 10d 6" EDGE / 6" FIELD VinAlluminum guttervented ss.andleaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG
Tyvek housewrop. MTS 36, 16" O.C.
1/2" plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END BOLTS AT 16 ON CENTER
2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE:
1/2 Gypsum wall board MSTA 36, 16" O.C.
5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END
1/2" MR GWB in wet areas Simpson Strong-Tie o
RAFTER TO STUD CONNECTION USE:
Ir-
At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X60
of section R310. USE 8 16d NAILS AT EACH END ~ N
Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST g z
figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER �� Q
Follow exterior corner framing detail figure R602.10.5 4-1Od x 1 1/2 U ->
DECK POST TO CONCRETE CONNECTION USE:
Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST
shall have minimum of six (6) fasteners per shingle (section R905.2.5)
Underloyment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE:
SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST Q w
SIMPSON H-8 USE W/ONLY s » " � J
5- 8D TO STUD ONE SILL � ANCHOR BOLT (14 ) percent slope), o
BP-3 PLATE GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie
up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), P 9
4- 8D TO PLATE PLATE IN " MINIMUM EMBEDMENT MTS12 ® EACH JOIST
7 underly ent
(EVERY STUD) STUD TO S SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip �•; U210 2X6
ATTACH T ( of PORCH POST TO DECK USE: p%w
ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) AT EACH DECK/PORCH JOIST
SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720
Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE:
(1 HDU overlapping H2.5A AT EACH ROOF RAFTER C"
(14) SDS Y" X 3" WOOD SCREWS successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1Od x 1 1/2" CIO
'. 7" MIN EMBEDMENT For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH / DECK LEDGER-
I/
N
' (SEE FOUNDATION PLANS A-3.1 AND
Ice Protection Section R905.1.2
�,� s`n ° •• '� A-3.2 FOR LOCATION) Underly g (Section ) C 0 N N E C TI 0 N S
(MINIMUM DOUBLE STUD) yment in High wind Section R905.1.1 M
°°;p °•e' s° ,° •• ,, SIMSON STRONG - TIE Flashing (Section R905.2.8) O
STU Y2 BEARING PLATE
�• a• V. `4 '• ��a•s D , u c• „ " , n EnrgChimney and fcy - Chapter C 11, see l attached report
1 1/4 COIL 'STRAP - 16 O.C. Ener Efficiency
° ' ,' ° USE 4-8D NAILS ® EACH STUD, Mechanical - Chapter 12 DOUBLE 2X MIN. a,
D �° °.° a '° �' ��a �' • . '° General Mechanical System - Chapter 13 FOR HEADER OR
°'° °. b e D .'0 6 D ,' s D .'a ed° . ° Heaitng and cooling equipment - Chapter 14 BEAM -
^ Exhaust Sustem - Chapter 15
A 'A. p.°. .°•, �' sD Duct System - Chapter 16 ■� z
?� ► . °• DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie _
.,, DA e e
°• ° °• C ��o•AM�.° �0-
<4-SEE
Plumbing and Vents Part VII - Chapter 18 AT EACH POST °C
71%
0
' PLAN SSP Jc
1 3/4" (MUM Flood Zone - 301.2.4 Cn
,° °.•.'.°'% `e
EDGE DISTANCE '�•d4 y' D HEADER I w
LSTA21
FLOOR TO FLOOR °•" Simpson •: : (� V
D son Strong-Tie
CONNECTION KING STUDS CS20 1%" COILED Y2 THREADED ROD L
STRAP. MIN 12" REQUIRED FOR STU 1/2---,,
co
JACK: S TU D S OVERLAP AT EACH CIO L X
SIMPSON STRONG - TIE STUD
1 1/4" COIL STRAP - 2"MINIMUM CNW NUT COUPLER
16" O.C. USE 4-8D SIDECOVER
NAILS AT EACH STUD o
MIN OVERLAP IS 12MIN EDGE
" JACK FO SIL o ®® s DISTANCE*
RT2.5 -
SIMPSON STRONG-TIE "
SHEET N0.
H8 OR 1 1/4" COIL STHD8 K:' '•& `' a'. ' • :;.p°;Q; MIN EDGE
STOCK 'S -
• •' DISTANCE*
FLOOR TO FLOOR SAB pson Strong-Tie *NOTE: SEE MANUFACTURERS
WRAP UNDER SILL PLATE AT EACH ROOF TYPI CAL STR APP I N G FOR CONNECTIONS, AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR
MIN. OVERLAP IS 12" RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALLINSTALLATION
SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER NAILS AT EACH END, CANTILEVER C0NDITI0N
RIM JOIST TO STUD CONNECTION CONNECTION 12 MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTION S
COMPONENT