HomeMy WebLinkAbout42400-Z oo�s�frFOd,��oGy Town of Southold 7/24/2018
P.O.Box 1179
4
co 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39794 Date: 7/24/2018
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 3865 Bridge Ln., Cutchogue
SCTM#: 473889 Sec/Block/Lot: 84.4-11.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/12/2018 pursuant to which Building Permit No. 42400 dated 2/20/2018
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:
ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Caroli,Joseph&Kathleen
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42400 07-05-2018
PLUMBERS CERTIFICATION DATED fi
0 0 * d .gnature
J`
�aoc TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42400 Date: 2/20/2018
Permission is hereby granted to:
Caroli, Joseph
3865 Bridge Ln
Cutchogue, NY 11935
To: construct addition and alterations to existing single-family dwelling as applied for.
At premises located at:
3865 Bridge Ln., Cutchogue
SCTM #473889
Sec/Block/Lot# 84.-4-11.1
Pursuant to application dated 2/12/2018 and approved by the Building Inspector.
To expire on 8/22/2019.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $344.00
CO -ADDITION TO DWELLING $50.00
Total: $394.00
Building nspector
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:
ocation of all buildings,property lines,streets,and unusual natural or
1. Final survey of property with accurate l
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 p,
Date. 0 Z. / Z '
New Construction: 2 Old or Pre-existing Building: (check one)
Location of Property:
Hamlet
House No. Street
Owner or Owners of Property: —kA���c 4 JaFe
G L
Suffolk County Tax Map No 1000, Section 3 Block Lot l r
Subdivision Filed Map. Lot:
Permit No.VCOD�:Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval: /
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: V (check one)
Fee Submitted: $
Appl cant S'gnature
pF SO(/r�o!
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 aQ roger.rich ert(-town.southold.ny.us
Southold,NY 11971-0959 Q
l�c4UNT`I,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Caroli
Address: 3865 Bridge Lane city,Cutchogue st: New York zip: 11935
Building Permit#: 42400 Section: 84 Block: 4 Lot- 11.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: G & S Electric License No: 578-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 5 HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors
Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 4 Twist Lock Exit Fixtures TVSS
Other Equipment: 2_ ARC Fault Circuit Breakers, Electric Base Baord Heat.
Notes:
Inspector Signature: Date: July 5, 2018
0-Cert Electrical Compliance Form.xls
SOUlyolo
UOUNi
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[%4/f, UNDATION IST [ ] ROUGH PLEIG.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
Wi x)
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DATE y INSPECTOR
of sour
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycourmN 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ]
F-OUNDATION2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
It
REMARKS: ff pnM�Mdr A00 VU P, s:
DATE y INSPECTOR
LA-le Ll 6D
oe soulyo6
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] UGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL)
[ ] CODE VIOLATION [ CAULKING
RE ARKS:
A a u 4e,✓t Q L
AjovkzkA �D✓ IxYv�
9
DATE ll INSPECTOR
OF 30Ulyo6
* # 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)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
ov
DATE INSPECTOR
OF SOUIyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
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)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
14y OV
04 SOUIyo{o
# # TOWN OF SOUTHOLD BUILDING DEPT.
° <!7 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ], IPSULATION
] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
✓ t fist
DATE INSPECTOR
Delfino Insulation Co., Inc. Customer: Gabrielsen Builders
1648 Locust Av, P.O. Box 317
Bohemia, NY 11716 Jamesport, NY 11947
631-567-4545
Job Location:3865 Bridge lane
Cutchogue,NY 11935
Insulation Certificate
WORK AREA s'i ITEM INSTALLED TO CODE
Extension-Spray foam
Roof rafters 4"closed cell foam (R-28)
2x4 exterior walls 3"closed cell foam (R-21)
New crawlspace ceiling 4"closed cell foam (R-28)
AH work has been installed to New York State Code standards.
uywn
Proposal A 38761
Date completed:5/10/2018 1 � '
Delfino Insulation Co.,Inc. Fred Furnell Jr
JUL 2 3 2018 123
BUMDIN 's DEPT. ���
• • • • MIT-M COAMENTS
FOUNDATION (1ST '
'FOUNDATION(2N ' S
OR
INSULATIONN.STATE ENERGY. . . ,
DD • C(?MMENTS
!e
i
a
F`SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
I BUILDING DEPARTMENT � Do you have or need the following,before applying?
TOWN HALL - Board of Health
' SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX:,(631) 765-9502q66
SurveSoutholdtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
2xx Flood Permit
Examined O \v 20 Single&Separate
D 1EC[7qV[E
Truss Identification Form
DStorm-Water Assessment Form
;�JAD � FEB 1 2 2018 contact: (� _
Approved 120 Mail to: (�1�fG Sc
Disapproved a/c ,
TOWN OF OLD Phone:
Expiration ,20
B ector
APPLICATION FOR BUILDING PERMIT
Date ®Z I ILI I e , 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, accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agen , archite , engineer, general contractor, electrician,plumber or builder
Name of owner of premises J10 CI
4 &d(.
(Alon t tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Lolig of la d on��!proposed work will be done:
C_ G �
House-Number Street JHamlet
County Tax Map No. 1000 Section Block ® 4- Lot
vision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition *'S� Alteration_ ' C
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, cor ge cialloor i ed occupancy, specify nature and extent of each type of use.
fp
7. Dimensions of
existing structures, if any:Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
vt( V r-
9.
9. Size of lot: Front Rea Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated 4 40
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX
13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO
14. Names of Owner of premises CA 40 W Address Phone No. -1 5-O 710
Name of Architect G Ff&U.^ Address Phone No 6 S/ 3
Name of Contractor 6.4lE 1 9C-C Address Phone No.l,-?l DS, 8P-7419
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO-0�
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO-04-
IF
O (J4IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
/+ SS:
COUNTY OF OG
XG�-
c�cJ�'Ty�•��� bein duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the A Z.C i �r
( ontractor,Agent,torporki Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
dayof 201-8
TFbkcEY L.DWYER
NOTARY PUBLIC,STATE OF NEW YORK
01 DW6306900
Notary Publicd QUALIFIED IN SUFFOLK COUNTY Signature of Applicant
COMMISSION EXPIRES JUNE 30,ibO
)
t I
Town Han Annex
54395 Main Road E. Telephone(631)765-1802
Rax(63
P.O.Box 1179
Southold,NY 11971-0959 �0,.- lAin1)7 5(
lf1.R .ElS .
BURDING DEPARTNEENT
TOWN OF SOU3TEIOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQt1ESTED BY:
Date:
parry Name: G' r �T�C.
ame: �, GUP,22 �-
LiEense No.: S 7J7 _ C
Z-Address:
S!
ne No.: � }.
JOBSlTE INFORMATION: (*Indicates required information)
*Name:
_ 1
*Address: 38�� IS2i D9GU7_C� 0 6�� i
*Cross Street: E _
*Phone No.: /
Permit No.: a o
Tax-Map District: 4000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please print Clearly)
A/
(Please-Circle AH That Apply)
*Is job ready for inspection: YES NOCRo-u-g-h-InFinal
*Do-you need a Temp Certificate: ----------YES NO
I
Temp Information-(if.needed) .
*Service Size: 9 Phase 3Phase 100 'l50 200 300
350 400 Other
*New Service:t ?TA ou Nomber of Meters Change of Service Overhead
Additional int r
DPAYMENT DUE WITH APPLICATION
A r 11-%J V 0 06
.82;-Request.for fmspecwg�6-'TOWN OF SOUTHOLD ! f
Scott A. Fussell ��® � ST01kMWA\' IER.
SUPERVISOR - A\1[A\NA\tG 1EMLENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971
® Town of'Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE AN\ Y OF THE ]FOLI, WING:
Yes No (CHECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year floodplain as depicted
Ii
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,De st Professional,Agent.Contractor,Other) S.C.T.M. 1000 Date
�� ) �/J District
NAME G W sem' O� � ®L L
Section Block 1 .
Lot
FOR BUILDING DEPARTMENT USE ONLY*"**
Contact Information �✓ / / I ��
elepho �umherl
Reviewed Bykjiiaw
Property Address/ Location of Construction Work: — — — — — — — — Date: Qaj— — — — — — — — —
36 �1 l n� L Approved for processing Building Permit.
d '/ Stormwater Management Control Plan Not Required. "II
C_ Stormwater Management Control Plan is Required.
"T— L.J (Forward to Engineering Department for Review.)
FORM -# SMCP-TOS MAY 2014
���5>JFFOLkCP�
Town Hall Annex '�j Telephone(631-1802
54375 Main Road Fax(631)734-9502
R O.Box 1179 chis
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION.ORT11LISS TYRE CQ TRUeT- 110N- PRE-ENGINEERED
WOOD-C(USTROCTION ' WIRER C •NSTRUCTION
Date:
Owner._
t f Location of Property. 0 .{i,t'
J. - Please take notice that the (cheek e). _
' New resider ial stmctWre
Addition to exiativl residenfia! strut -e
:- f�ehabtl a#ron to an; as#lflg•res'den#a_I she tree
constructed or
to be perFonned a#-fti� -� ilCe above will utilize
check applicable line):
I Crus type{riJna UV4V1i.t� ,{- f4-S:.-'••i?. - - - r
1•a...a.:. .r
Pre-eng -
ineered t
Timber construction = ' .;' .r.•;.
in the followirig Iocation(s)(check applicable line):
Floor framing, indiudts�g;gttdetj d,-b (k).
Roof-f iriaju MY -
Floor and robf-.frarnirig�(Etty_
Signature:
Name (person.reibmitting this fon4' -
Capacity(check applicable line): =
Owner
Owner rep=resentative
TruSSResReg15.d0cx Effective 1/1/2015
pF SO!/T�ol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road y Fax(631)765-9502
P.O.Box 1179 G • Q
Southold,NY 11971-0959
�' C®UNT`1,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
July 20, 2018
Joseph & Kathleen Caroli
3865 Bridge Lane
Cutchogue, New York 11935
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of
Occupancy.
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802)
A fee of$50.00.
Final Survey with Health Department Approval.
Plumbers Solder Certificate
Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
Final Landmark Preservation approval.
Final Elevation Certificate required.
Final Storm Water Runoff Approval from Town Engineer
Spray Foam Insulation certification from a NYS licensed architect or
engineer
BUILDING PERMIT: 42400-Z alterations/additions
I
LOT NUMBERS REFER TO "SHAL VEY PROPERTIES" FILED
IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JULY 16,1990
N AS FILE NO. 8975.
SURVEY OF PROPERTY
AT CUTCHOG UE
TOWN OF SO UTHOLD
SUFFOLK COUNTY, N. Y.
�\P�o RSG �G �0+ 1000-84-04-11.1 '
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CO
,per The location of wells and cesspools shown hereon are
from field observations and or from data obtained from others. ?
ILD M =MONUMENT
® =ROD 9618
ANY ALTERA710M OR ADVITION TO THIS SURVEY IS A VIOLATION PECONIC S
OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5 —1797
EXCEPT AS PER SEC710N, 7209-SUBDIVISION-2. ALL CERTIFICATIONS P.0. BOX 909
HEREON ARE VALID FOR ,THIS MAP AND COPIES THEREOF ONLY 1F
AREA=80,000 SO. FT. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER6=,230
WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971
S
REScheck Software Version 4.6.4
Compliance Certificate
Project
Energy Code: 2015 IECC
Location: Cutchogue, New York
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 0 ft2
Glazing Area 13%
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
Mark Schwartz,Architect
P.O.Box 933
Cutchogue, NY 11935
631-734-4185
mksarchitect@optonline.net
Lem
Compliance: 0.0%Better Than Code Maximum UA: 79 Your UA: 79 Maximum SHGC: 0.40 Your SHGC: 0.32
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.
Ceiling 1: Cathedral Ceiling 494 30.0 0.0 0.034 17
Wall 1: Wood Frame, 16"D.C. 502 20.0 0.0 0.059 26
Window 1:Wood Frame:Double Pane with Low-E 28 0.280 8
SHGC: 0.32
Door 1: Glass 37 0.330 12
SHGC: 0.32
Floor 1:Ali-Wood joist/Truss:Over Unconditioned Space 360 21.0 0.0 0.044 16
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 building has been designed to meet the 2015 IECC requirements in
REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
Project Title: Report date: 01/24/18
Data filename: Untitled.rck Page 1 of 1
REVISIONS:
I-24-2018 1 Mark-ups
REScheck Software Version 4,6.4 D
Compliance i ' at
Project Caroli Residence
EXISTING ONE-STORY \
2015 1ECC
AFRAME�GELocation:I$ Energy
Cutchogiu+e, New York
\\ Q \ Construction Type: Singl+e4a�mily
/ \ 0AP� �\ Project Type: NewConstr?uctlon
/ PORTION OF
\ ��-J,PG \ Conditioned Floor Area; 0 ftZ
/ EXISTING REAR �,' \ �0�At \ Glazing Area 13%
DECK TO REMAIN ' \ Q \ Climate Zone: 4 (55112 HOD)
' \ A� Permit Date:
PORTION OF EXISTING
b`' REAR DECK TO BE �\ \\ \ Permit Number:
/ 'C REMOVED DIRECT VENT \ Construction Site; Owner/Agent: Design erdContractor:
' FIREPLACE `� �0.,
/ FRAME WELL �\ \ 3865 Bridge Lane
/ SHED PROPOSED \ ` Cutchogue, NY
�. REAR ADDITION `\ GRAPES
0*1
=_7__.-.... .__. ._
Compliance: 3.8%Better Than Code Maximum UA: 79 Your UA: 76 Maximum SHGC: 0.40 Your SHGC: 0.34
The%Better or Worse 7hsn Code Index reflects how close to compllente the house to based on code trade-off rales.
tt DOES Ill provide an estimate of energy use or cost relative to a minimum•tode home, O
Envelope Assemblies E-+
I MINb.
ct
\ J, 1_5- O Ceiling 1:Calhedral Ceiling 494 28.0 0.0 0.037 18 W
' Wall 1:Wood Frame.l45"o,c. 502 21.0 0.0 0.057 25 � �
5 w
• GRAPES Window 1:Vinyl/Fiberglass Frame-Double Pane with Low-E 28 0.320 9 � O y
SHGC:0.33 U "v
Door 1:Glass 37 0.330 12 t
SHGC;0.34ct
Floor 1:All-Wood JeIst/Tnlss:Over Unconditioned Spate 360 28.0 0.0 0.034 12
AP ROVED AS NOTED Gi Compflance Staterrient., The proposed building design descrlbed here Is consistent with tfie building plans,specifications,and other
/' _` calcuiations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements In O ^, I
DATE g.p,# \ `� ° RE5check Verslon 4.6,4 and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. F-1 of �
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FEE: ;� BY: .� / V o o ° ° ° ° ° °Q°`°o I"�-•I
Name- ltle 5 gnature Date r'1
NOTFF Y BUILDING DEPARTMENT AT ,
765-1 E 02 8 AM TO 4 PIU FOR THE \ PLOT PLAN
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FOLL WING INSPECTIONS: 3��� PP Scale:1"_40'-O" " p° °° ° o a° a ° e° o e Q e °o
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REQUI 1EMENTS OF THE CODES OF NEW - -
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WITHOUT CEPTi�!Cr�1 �V
YORK TATE. NOT RESPONSIBLE FOR i " °�� � -' Project Title:Caroli Residence Report date: 01124118 �
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DESIGN
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4REQUiRE AN ONT1CSFA URSU NT TO 23
0F THE CODE.
EW YORK STATE & TOWN C ES FOMPYW WITH OF RTafiS V �TER RQ .JFF bO�L/A
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fJ .S.DEC TRUS^PLACARD,NIG REQUIRED
ELECTRICAL CAROL( RESIDENCE (Rear Elevation)
15 VSPECT ION REQUIRED
CODE ANALYSIS ZONING ANALYSIS ENERGY NOTES NOTE:
OCCUPANCY: Residential Single Family Detached ZONING:Residential`A-C" 1. Calculations are valid up to 59.9.9 degree days. This project complies with the 2015 International Residential Code(IRC),the GENERAL CONSTRUCTION NOTES: CODE REFERENCES: LIST OF DRAWINGS
2016 NYS Supplement to the Uniform Code,the 2015 International Energy 1. All work shoill conform to the requirements of the New York State Building Code;
2. Certified conformance for Zone 11B. Conservation Code(IECC),the 2016 NYS Supplement to the Energy Code, q g T1 GENERAL NOTES, CODE REFERENCES, PLOT PLAN, E-CALLS
REFERENCE STANDARDS: Dimensional Regulations: - all work shall)also conform to the requirements of any other Codes and authorities FOUNDATION SYSTEMS: Shall conform with Code sections and Tobias S1 SITE PLAN, SITE DATA, SITE DETAILS �
International Residential Buildin Code 2015) Percent of Lot Occupancy: .20 max the 2015 Wood Frame Construction Manual (WFCM 2015), NFPA standard R401.4, R401.4.1, R402.2, R404.1 AND R408.1 THRU 408.3
Building ( (max) having Jurisdiction.The Contractor shall obtain and arrange for all required permits, Al EXISTING PLAN I$ ELEVATIONS r � E
Wood Frame Construction Manual AF PA(2015) Height 36-0" 2 J Stories 3.Wood framed floors,walls and ceilings shall have an approved 70,'the National Electric Code',and the Zoning Code of the Town of Southold inspection, certiflcates and tests. `� o
vapor barrier ermeance rating of 1.0 perm) Installed on the A2 PROPOSED FOUNDATION I$ROOF FRAMING PLANS rn m r. "
Climate Zone:11B Min.Lofi: 80,000 Sq Ft P (P g P ) ASPHALT ROOF SHINGLE NOTES ANCHOR BOLT SIZE AND SPACING: 5/8'O @ 36"O.C. X � •E v
Degree Days:5750 Min.Width: 80,0" "warm In winter"side of thermal Insulation. 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity; A3 PROPOSED 1st FLOOR AND ELECTRIC PLAN, DOOR WINDOW SCHEDULES o 'n ^'E
9 Y 9 P tY: t C a``, c`pn o
1. Asphalt roof shin les shall have self-seolin strips or shall be PROTECTION AGAINST DECAY: Refer to Section R319 A4 PROPOSED ELEVATIONS I$ SECTION
Front 60'-O" P g g P contractor alio)) have the level of acceptable bearing strata verified In the field.
DESIGN LOADS: Side 1: Min Side yard of 20'-0" 4.Windows and sliding doors shall have a max. air Infiltration interlocking and shall comply with the requirements of ASTM 0-225 A5 NAILING SCHEDULE AND CONNECTOR DETAILS O� X
Roof:20 psf ground snow load Side Total: 45'-0" rating of 0.3 CFM per square foot of window area. Swinging or D-346, Installed In accordance with sect. r 905.2 3. Concrete has been designed In accordance with ACI 318-14"Building Code PROTECTION AGAINST TERMITES: Refer to Section R320 Z w v
Basic Wind Speed:130 mph Rear: 75'-0" doors shall have a max. air Inflltration rate of 0.5 CFM per Requirements for Structural Concrete".All concrete work shall conform to BUILDING PLAN REVIEW NOTE' ° a
Uplift:31 psf square foot of door area. 2.All fasteners for asphalt roof shingles shall be galvanized steel, requirements and recommendations of ACI-301-16'Speclflcotions for Structural FLOOR SYSTEM: Shall comply with Choper 5 ;4 �+ v
Dead Loads:10sf stainless, aluminum, or copper rooflng nails. Fasteners shall be Town of Southold Plans Examiner shall review the enclosed document for minimum .E 40 4
p Concrete for Buildings"(fc'=3000 psi);All exposed slabs, and steps shall be CZ
S. Skylight shafts shall have a minimum Insulation value of R-19. minimum 12 gage shanked with a minimum 3/8"dlo. head, and of sufficient WALL BRACING SYSTEM: Shall comply with Sections R602.6, 602.10, acceptable plan submittal requirements of the Town of Southold as specifled In the 75 tm,
g g g 3500 psi alir-entrained. Reinforcing steel shall conform to ASTM A-815 Grade P y y
Table R301.4 length to penetrate through the roofing materials and the sheathing. 60 R602.10.10, R613.2,AND R613.3 Bullring and/or Residential Code of the State of New York. This review does not rn U m
Minimum Uniformly Distributed Live Loads6. Garages-front, sides, doors, interior shall have max. U=AO guarantee compliance with that code. That responsibility is guaranteed under the seal
A1I exterior lighting
(In Pounds per Square Foot) 3.Asphalt roof shingles shall have the minimum number of fasteners as 4. All framing members shall be Hem-Fir#2 (Fb=850 pal); provide(2)2 x 8 WINDOW ANCHORAGE:Shall comply with Section R613.5 and signature of the State of New York licensed design professional of record. That N o w
installed, replaced or 7.All flrepiaces shall be provided with a damper for outside required by the manufacturer. header over all wall openings, unless otherwise noted. seal and signature has been Interpreted as an attestation that to the best of the
Use Live Loads r paired S11211 conform combustion air 150-200 CFM. All flues shall have tight seated WINDOW MULLIONS:Shall comply with Section 9613.6 licensee's belief and information,the work in the document is:
damper with a max.air leakage of 20 CFM. All fireplaces 4. For normal applications, asphalt roof shingles shall be secured to the
Exterior Balconies 160 to Chapter 172 5. Micro-lam girders(ML) shall be laminated veneer lumber with E=2,000,000 "Accurate
Decks GO fl':the Town Code shall have tight-fitting non-combustible doors. roof with no less than four(4)fasteners per strip shingle or two(2) EXTERIOR WALL COVERING:Shall comply with Section R702.1, R703.1,
PSI. Fb=2,800 PSI, as manufactured by TRUS-JOIST McMILLAN. Conforms with governing codes applicable at the time of submission
fasteners per Individual shingle. R703.4 Refer.to Table R703.4 for weather-resistant Siding Attachment
Passenger Vehicle Garages SO 8.The Contractor shall submit the design,size and type of6. Double frame around all openings, under parallel walls and under bathtubs. Provide
and Minimum Thickness. Refer to Table R703.5.2 for Wood Shakes or "Conforms with reasonable standards of practice and with the view to the
Attic without storage 110 mechanical systems which will be used, In sufficlent detail,as S.Asphalt strip shingles shall have a minimum of six(6)fasteners per Simpson hag er connections at all flush structural load bearin conditions. Shingles. safeguard of life, health, property, Cn
g required by the Building Department. shingle where the eave Is 20 feet or higher above grade or where the P 9 g 9 p rty,and public welfare Is the responsibility H
Attic with storage 20 base wind speed is 120 mph or greater. " FOAM SIDING BACKER BOARD:Shall comply with 9314.2.5 of the licensee. �
Blower dOOIC P P g 7. All concrete block shall conform to ASTM C90; Mortar shall be type M
Rooms other than sleeping rooms 40 ,� 9.All thermostats shall be adjustable from 55 degrees to U
nd duct' vork ROOF/CEILING CONSTRUCTION: Shall comply with R801.4 and
85 degrees Fahrenheit. SAFETY GLASS REQUIREMENTS S. All steel work shall conform to the requirements of the AISG'S eciflcations for P y � O
Sleeping Rooms 30 q P AFPA/WFCM 2001 Refer to Rafter Span Tables 9802.5.1(1) and(2).
Stairs 40 testing required. SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall
10.All ducts and pipes shall be Insulated as required by code. conform to ASTM a-572 (GRADE 50) and A-501.
Guards and handralls 200 1. Any glazing In any door type. ROOF ASSEMBLIES: Shall comply with Section R902, R903 and R904. �
11. HVAC Contractor shall verify heat loss calculations. N
DEFLECTION LIMITS: 9. All electr(call work shall conform to local NEC and Underwriters Laboratory ROOF SLOPE: Shall comply with Section R905.2.2 E'
Rafters with no flnlshed ceiling attached: L1160 12.All cellar and/or basement doors shall be Insulated. 2• Glazing In any walls enclosing a shower,tub, a sauna or steam room ". requirements.
Floors: L/360 10.Pre-fabricated fire laces and flues shall be UL approved.
ASPHALT SHINGLES: Shall be secured to the roof with not less than (4)
13. The Engineer certifles that to the best of his knowledge, 3. Any windows within 24"of a door Pfasteners per strip shingle or(2)fasteners per Individual shingle(R905.2.6)
Belief,and professional judgement that the plans are in U
WINDOW NOTE FOR LOCATIONS WITHIN 4. Any Individual pane of glass with an area greater than 9.0 sq.ft.where the 11. Install smoke detectors and carbon monoxide detectors In accordance with all
compliance with the Energy Conservation Construction Code INTERIOR FINISHES AND MATERIALS:Shall conform to the fire spread
• state and local code requirements.bottom Is less than 18" above the adjacent finish floor within 36 of the window. q \��� q C
ONE MILE OF SHORELINE of New York State. (August, 2007) and smoke-density requirements of Section 9315. (tED �
All new windows and glass doors shall meet the requirements of 5. Glazingin walls of spas, hot tubs or Indoor pools within 61 of the water 12.The Contractor shall verify all existing conditions before starting construction and SV IN ,
P P shall notify the engineer of an ambiguities or discrepancies before proceeding with INSULATION AND VAPOR BARRIERS:Shall be fire rated per Section lv `� SC
the large missile test of ASTM 1996 and or ASTM E 1986 9 Y 9 P P g 9316
OR G. Glaz►ng In stairways and landings within -0" horizontally of a walking surface"`. the work.IF any questions arise before or during construction as to the Intent or
3' 7 0
details of the drawings,the contractor shall call the Architect, Mark Schwartz, * s
The contractor shall provide pre-cuty2t"�� N
the glazed openings it shall pre-drill edges at 12"o.c.to accept 'THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE at(631)734-4.185 for clarification and/or Instructions. If the contractor falls to
2-1/2" #8 woad screws and provide adequate number of screws GLASS IS MORE THA 60"ABOVE THE FLOOR. follow the above procedure, he shall assume all responsibility for the MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES:
for fastening, consequences of his actions and/or decisions. Refer to Section R307. 9�1\ 02 339 �Q�
13.The owner shall arrange for supervision of the construction work to ensure OF N ESN'y
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 8301.2 (1) compliance wrath the contract documents. STAIR LANDING: Shall comply with section 8311.5.4
DRAWN: JM/MS
WIND DESIGN SUBJECT TO DAMAGE FROM
GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR FREEZING MEAN 14.When using.ACQ pressure treated lumber all malls,screws, sill plates and wind STAIRWAY: Shall comply with Section 8311.5 SCALE: AS NOTED
SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT ANNUAL HANDRAILS: Shall comply with Section R311.5.6 JOB#:
SNOW LOAD EFFECTS REGION DEBRIS ZONE DEPTH HAZARDS INDEX straps must be hot dipped galvanized or stainless steel fasteners.
CATEGORY TEMP REQUIRED TEMP
Ibs/frz MPH 'F •F 15.Per r302.13 code, new floor joists at basements only(not crawl spaces): unless PROVIDE TRUSS SIGN IN ACCORDANCE WITH SHEET NUMBER:
using 2x dimensional lumber or mlcrolam joists,1/2"sheetrock must be Installed on PART 1265 OF NYS CODE
&tomb,own 200%
20 130 YES NO NO B SEVERE 3'-0"
MODERATE TO 11 YES NO 452 52.70 underside of joists(wood-1 jolsts or steel joists).TJI flak Jacket to be used In KMIT
HEAVY place of standard TJI wood-Is for exception to code requirement(no sheetrock).
REVISIONS:
1-24-2018
ar -u s
\ ZONE A-C
'/ \ SCTM#1000-84-4-11.1
/ \\ FRONT YARD SETBACK 60.0'
/ \ REAR YARD SETBACK 75-0•
' p ` SIDE YARD MIN 201-0'
:9. \ SIDE YARDS TOTAL 46-0"
/ \ MAX HEIGHT 35'-0"
LOT AREA 79,413.50
N
/ ` \ BUILDINGS
\ \ EXISTING HOUSE MAIN LEVEL 1699.00
\ ` EXISTING GARAGE 564.70
EXISTING REAR DECK 508.52 (MINUS 209 TO BE REMOVED) 29952
` ^ EXISTING SHED 166.86
TOTAL 2730.08 �
PROPOSED REAR ADDITION 370.39
TOTAL F.A.R. 390 O '
/
a \ �EXISTING 1-STORY A Q, �," N
TOTAL LOT COVERAGE 3.90 Q
, / FRAME HOUSE
GARAGE
PVC DRAIN FO
_i ROOF RUNOFF \ ,
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PROPOSED 4'0 X 5'DEEP
4)'
/ �+-y��` DRYWELL(SEE DETAIL p, i ` DRYWELL CALCULATIONS u
THIS SHEET) �� \ \ DRAINAGE FROM ROOF
/ �`�' 11'-9"X 21'-O"X 2 =493.5 Sq Ft ROOF
\ \ 493.5 (.17)X1.0 =83.9 CF
/ p3 O 'p a S i� r--,
83.9/8.73 =.9.61
/ PROPOSED 4'0 X 5'DEEP ( )
USE 2 4'-0'0 X 5'-0 �
DEEP DRYWELL ^
DRYWELL(SEE DETAIL \\ \ H .r..,
\ \ � 9.61 FT REQUIRED
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THIS SHEET) \\ `\ 00 10.00 FT PROVIDED O.K.
PROPOSED PLACEMENT
/ OF STRAW/BALES OR
SILT FENCE TO PROTECT
PROPERTY FROM RUNOFF
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PLACED ON CONTOUR "
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2'-O" Min. 4'-0•Diameter 2'-O• Min. \ � 2 RE-BARS: STEEL PICKETS OR . ..E,RED s Rcy�
NOTE: JINcy�
2" x 2" STAKES 15' to 2' IN GROUND. MAXIMUM DRAINAGE AREA �� DRAWN: JM/MS
TYPICAL SECTION AT LEACHING POOL (Grass Swale Detail) DRIVE STAKES FLUSH WITH TOP OF 1/2 ACRE / 100 LINEAR FEET �+�. SCALE: AS NOTED
2 Scale: NTS HAY BALES. ''` N * JOB#:
SECTION DETAIL 0
339 �OQ�' SHEET NUMBER:
ANCHORING DETAIL SILT FENCE DETAILS °F NES
STRAW BALE DIKE DETAILS 4 Scale: NTS S . I
'' Scale: NTS
REVISIONS:
1-24-2018 Mark-ups
EXISTING
REAR DECK
41'-0 X 12'-0'
AREA: 492 90 FT
000
P _ _ _ -� OOL _ __� 01
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DINING ROOM KITCHEN I MASTER BEDROOM 0
14'-O'X 13'-4' w �
24'-6"X 15'-8' 10'-8 X 12'-5" 1 I AREA: 194.0 90 FT [�
AREA: 383.9 90 FT AREA: 132.52 90 FT
EXISTING "0
C2,21"X 6-6,
ATH tt
AREA: 43.9 90 FT r
EXISTING p •�'
- - - - -- - - - - - - — GARAGE PANTRY to
20'-8•X 29-4' II III II II III III III l
AREA: 606.25 90 FT
EXISTING EXISTING w
LIVING ROOM FOYER
EXISTING LEFT SIDE ELEVATION
Scale:1/8".1'-O' AREEA:22'-5'X 16'-T IRR 8'-11'X 6'-7" IRR LIN EXISTING
A: 349.7 90 FT AR116.55 5Q FT
BEDROOM
10'-6"X 13-4"
EXISTING AREA: 140.0 90 FT
BEDROOM
101-21 X 101-01,
AREA: 100.8 90 FT �}f�
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Scale:1/4 ==1'-0"
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OF N E\N SHEET NUMBER:
REVISIONS:
1-24-2018 Mark-ups
7-0" 5'-6"
PROPOSED EXPOSED COLLAR
7-0" BEAMS (2) 2 X 8 BOLTED
CANTILEVER FLOOR BETWEEN DOUBLE ROOF
LINE OF ROOFRAFTERS EACH SIDE
OVERHANG r-- 1N THIS AREA-------------- ------------------ ------------- -
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N
OPEING
= CATHEDRAL-,CEILING i IEXISTING 1
3 , I ,STEPS TO
1710" I
I I (REMAIN
2 X 6 STUDS I ��''�
O in dp 16" O.C. I FAMILY f OOM O
O O I 17'-0•X -6• 1 ! b v 1
n
1
0 0 . . . . 9
� ! Area:340.8 sy Ft � 1 I � 24'-7 PORTION OF i •. � ,�
I Natural Light 190>or= 8% I
I
Ventilation: 12�>or=4% J ! EXISTING DECK TO REMAIN
Egress: 23 5q >or x 5.7 Sq Ft
I D i 1z, _ O ! EXISTING
LU
O
Q X I PORTION OF � X o i REAR DECK
EXISTING DECK 'w PROPOSED Oi 24'-?X 12'-0" i 0 0 ' ' 0
TO BE REMOVED 0 EXPOSED AREA: 295.1 5Q FT
w "I 1 cwVf� m I I I . Old
ot
�f (� COLLAR TIE I I. ,F,
>I
'O/' 2X1ORR ' 2X10 RR
C>16"0.c. 9 16"O.C.
I w EXISTIIIG HEADED-_-
RELOCATE AND ` — J o c L — — 5'- ' 14'-0"
P CLOSE UP EXISTING
— J O
o o — � •. — —
H
ry�(o�Dt WINDOW OPENING a
EXISTING DOOR UNIT TO m EXISTING
BE RELOCATED TO 6ST
NORTH WEST EXTERIOR 0 fO 5'-2 X -8"
N WALL OF ADDITION
0 !0
I O A SQ
LAUNDRY
5'-6•x,2'-5' EXISTING PROPOSED ELECTRIC PLAN
i~ EXISTING iv EXISTING I MASTER BEDROOM (�)_Scale:l/4".1'-O'
AREA: 68.31 SQ Fr DINING ROOM KITCHEN 14'-0"X 13-4"
17-11"X 12'-5" 101-81 X 12'-5" ( AREA: 194.0 SQ FT
AREA: 222.57 SQ FT AREA: 132.52 SQ FT I V
ELECTRIC LEGEND
17-11" 10'-8" EXISTING d
3 SINGLE POLE SWITCH '�
0
c;)25
XT8'-6' IF ADJUSTABLE SPEED FAN SWITCH
AREA: 43.9 SQ FT
JD SINGLE POLE SWITCH (DIMMER) H C)
EXISTING
`t GARAGE PANTRYI I I ill O DIGITAL THERMOSTAT O U
20'-8"X 29'-4' DUPLEX I I
� DUPLEX RECEPTACLE OUTLET
AREA: 606.25 SQ FT `O
0 DUPLEX RECEPTACLE OUTLET U
G.F.I. (GROUND FAULT INTERRUPT) rr ll (Y�
USB RECEPTACLEUSB /TAMPER-RESISTANT V
EXISTING EXISTING _111110-i PHONE JACK (TO BE DETERMINED)
LIVING ROOM F FOYER �1 CABLE T.V. OUTLET (HARD WIRED)
22'-5"X 16'-7 IRR 8'-11'X 6'-7 IRR LIN
AREA: 349.7 SQ FT AREA: 11855 SQ FT EXISTING 0
BEDROOM RECESSED DOWNLIGHT
10'-6"X13'-4" CHANDELIER LIGHTING
—
AREA: 140.0 SQ FT
EXISTING m
C� BEDROOM — _ WALL MOUNTED FIXTURE o
aQ b
10'-2'X 10'-O" - RECESSED FIXTURE cMn 4 o
�} AREA: 100.890 FT CN n .�-
_ E F RECESSED EXHAUST FAN o +;
o
20'-8' _ x °
_ ORNAMENTAL CEILING FAN
Tm cu Ln
v
rc4l ?0
NOTES: x
I~ a�
1. CONVENIENCE OUTLETS TO BE PROVIDED IN U .
ACCORDANCE WITH E3901 (IRC) N v C,
o W
2. GROUND FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER
INDICATES EXISTING WALLS TO REMAIN
PROPOSED FLOOR PLAN PROTECTIONS IN ACCORDANCE WITH SECT. E3902 (IRC)
INDICATES EXISTING WALLS TO BE REMOVED
INDICATES NEW WALLS
FRONT
ENTRY U
Ocn
WINDOW SCHEDULE
WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESCRIPTION MANUFACTURER MFG # GLASS U-VAL VENTILATION CLEAR OPENING REMARKS QUANTITY uUj
WI 7-5 5/e"X 4'-4'/e 2-GY8"X 4'-47/8" WOODWRIGHT D/H ANDERSEN WDH2442 7.01 0.32 4.02 3.95 3
W2 EXISTING EXISTING RELOCATED FROM EXISTING 1
DINING ROOM TO NEW ADDITION
EREDgR
DOOR SCHEDULE �G KEVIN S c"
sQ. FT. y
DOOR TAG DOOR SIZE DOOR ROUGH OPENING DESCRIPTION MANUFACTURER MFG# GLASS U-VAL VENTILATION CLEAR OPENING REMARKS QUANTITY
01 2'-8'X 6'-8" STANDARD PANEL 1 A
r - N DRAWN: JM I MS
_ SCALE: AS NOTED
D2 2'-6'X 2'-8' STANDARD PANEL 1 �>` 0? �- JOB#:
F 2339
03 10'-O"X 6'-8' 10"-4 PANEL GLIDING EXISTING UNIT TO BE 37.04 0.32 23.54 23.54 RELOCATED FROM EXISTING 1 OF N EW 0 O SHEET NUMBER:
RELOCATED DINING ROOM TO NEW ADDITION
REVISIONS:
1-24-2018 ar -u s
PROPOSED REAR ADDITION 18'-0"
El
W5H2442. 1�DH244 �T� y
_ _--------- EXISTING WINDOW TO O
EXISTING BE RELOCATED TO
DECK TO BE NEW ADDITION 1
REMOVED O�
W
PROPOSED REAR ELEVATION
Scale:1/4".1'-O"
PORTION OF EXISTING DECK
AND STEPS TO REMAIN O
HQ �
H a
PROPOSED REAR ADDITION 20'-0'
101 IF-11 1 101 E-11 I
10
: J: . 1
. :. FRONT ENTRY
0WDH244 � 00
[71IF-71 00-3 101 - 1 F-711� V
WINDOW RELOCATED 0 EIE107-101
El El E
DIRECT FROM DINING ROOM 010 ❑ DE 0
VENT FIRE
PLACE EIJEIF:� DE:11. .10 M E
235 # FIBERGLASS ROOF SHINGLES
15# FELT o
n PROPOSED LEFT SIDE ELEVATION 1/2" CDX PLYWOOD SHEATHING
1'-O" ( ) m
2 2 X 12 RIDGE `V o
Scale:1/4". Co
CONTINUOUS RIDGE VENT o m
(2)2 X 8 COLLAR BEAMS 2 X 10 ROOF RAFTERS @ 16" O.C. � o
BOLTED BETWEEN DOUBLE SIMPSON H3 FRAMING ANCHORS @ 16O.C. O `-' X a
ROOF RAFTERS EACH SIDE (2) 2 X 6 COLLAR BEAMS �" w
PROPOSED REAR ADDITION 20'-0" 4" SPRAY FOAM INSULATION ( CLOSED CELL) R-7/ INCHo IV Ln
.54 Cz
1 X 6 FASCIA BOARD
VENTED SOFFITS (CONTINUOUS) ,'n v ,^
_ GUTTERS $ LEADERS TO GRADE (TYP.) °`
1/2" GYPSUM-- - -- RIDGE HEIGHT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ "4 � w �
PSUM BOARD CEILING
o „ o
EXPOSED
PLATE HEIGHT - - - - - - - - - - - - COLLAR
BEAMS U
U
DOOR UNIT RELOCATED REMOVE ND
FROM EXISTING DINING o p 61 RELOCAT EXISTING STUCCO SIDING TO MATCH
ROOM �p DOOR UNIT15 # FELT
i i
1/2" CDX PLYWOOD SHEATHING H
FRONT REMOVE AND CLOSE --�-i i „
ENTRY UP EXISTING WINDOW
i 2 X 6 STUDS @ 16 O.C.
-- -� 3" SPRAY FOAM INSULATION (CLOSED CELL) R-7/ INCHF. 3
1/2" GYPSUM BOARD @ WALLS x
- - --+0-00 L X 6 TOP PLAT
a0000 0000000 2 2 E
DIRECT FINISHED FLOOR EL. �� y y\/�y y �/�y ., y O
VENT FIRE \/'� \/\\/'\�/\\//\\// //\//\�/\// �� 2 X 6 SOLE PLATE
0 0
000a�.o����oo�o�o�0000000000�o000�00000�0000���0000 o�,,00��,000�,.�000,.�000
PLACE 2 X 4 STUDS @ INTERIOR PARTIONS @ 16" O.C. (TYP.)
APPROX GRADE EL
PORTION OF EXISTING
1/2"0 ANCHOR BOLTS @ 45" O.C.
PROPOSED RIGHT SIDE ELEVATION DECK TO REMAIN ��� �< ;�� '(FRED i
_ 8CAST-IN-PLACE CONCRETE FOUNDATION WALL �g RC,
Scale:l/4"-1-O' BOT OF FTG EL - - - - - - - i,�y j y\;%� /\\/\ �\ \\�/�\� \/�\\\, �� 6" X 16' CAST-IN-PLACE CONCRETE FOOTING �G ,BEV IN
/i 4" SLAB ON GRADEti�
3/4' PLYWOOD SUBFLOORING 31/2"(S.W. PIPE COLUMN
2 X 6 FLOOR JOISTS @ 16" O.C. ON 2'-O'X 2'-O"X 1'-0' '�
P.C. FOOTING VAPOR BARRIER t ,'�� N DRAWN: JM/MS
2 2 X 6 CCA SILL N
O * SCALE: AS NOTED
TERMITE SHIELDp JOB#:
2 X 6 RIM JOIST (CONTINUOUS) PROPOSED SECTION 'A' 'F X2339 OQ-
4" SPRAY FOAM INSULATION (CLOSED CELL) R-7/INCH A OF NEW.4 SHEET NUMBER:
REVISIONS:
1-24-2018 Mark-ups
NAILING SCHEDULE (EXPOSURE "B")
NAILING NOTES
NUMBER OF NUMBER OF 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6' ON CENTER AT THE PANEL
JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING EDGE. IF WALL SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER
SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,
ROOF FRAMING OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD
PATH.
. RAFTER TO TOP PLATE (TOE-NAILED) 4- 8d 3 -10d PER RAFTER
2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER
CEILING JOIST TO TOP PLATE (TOE-NAILED) 4 - 8d 3 -10d PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT. ROOFFRAMING RAFTERS ` \� I +C / 2X-4"WIDER THAN
/ OVER FRAMING RAFTERS
CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK
RAFTER SLOPE: 3:12 (HEEL JOINT) 22 - 16d 22 - 40d IBC FOR ADDITIONAL REQUIREMENTS. �� / 3/e'fd LAG BOLT @
/
4:12 17- 16d 17-40d EACH ROOF RAFTER
5:12 14-16d 14- 40dSIMPSON L50 ANGLE
7:12 10-16d 10 -4od EACH LAP 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. @ EACH OVERFRAMING
9:12 AND GREATER 8 - 16d 8 -40d RAFTER
5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING /
CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT / MAIN ROOF
RAFTER SLOPE: 3:12 22 -16d 22 - 40d REQUIREMENTS SHALL BE USED. ROOF RAFTERS
5:12 14 -16d 14 -40d
EACH LAP G. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT v�
7:12 10 -16d 10 -40d REQUIREMENTS SHALL BE USED. �
9:12 AND GREATER 8 -16d 8 -40d FALSE VALLEY 4
COLLAR TIE TO RAFTER (FACE-NAILED) CONTINUOUS RIDGE VENT TRIPLE STUD CONNECTION DETAIL �' Z
RAFTER SLOPE: 3:12 7-lOd 7-12d *E
ONTINUOUS RIDGE VENT
4:12 6 -10d 6 - 12d ArZIMManNj
SIMPSON C520 @ 16"O.C. RIDGE TENSION STRAP O(8)8d NAILS EA. SIDE SIMPSON C520 @ 16'O.C. SIMPASON C520STRAP @ 16"O.C. 2 16d COMMON5:12 5 - lad 4 -12d PER TIE �A (6)8d NAILS EACH SIDE WRAPPED AROUND DOUBLE 2 X 6 NAILS @ 6" O.C. FOR6:12 AND GREATER 4 -lad 4 - 12d RIDGE BEAM (SEE PLAN FOR SIZE) � SILL PLATE FULL HEIGHT OF STUD mROOF RAFTERS (SEE �` RAFTER(SEE PLANPLAN FOR SIZE) FORSIZE) (2)2 X 10 ROOF RAFTERS
BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 -10d EACH END (8)8d NAILS (2)% 0 THRU-BOLTS - (2)2 X 10 SUPPORTRIM BOARD TO RAFTER (END-NAILED) 2 - 16d 3 -16d EACH END .• FOR SKYLIGHTS .�
SIMPSON LU5210-2 HANGER GJ
EACH SIDE OF RIDGE BEAM (SEE _ .;. 51MPSON 'HD5A'
WALL FRAMING EACH RAFTER PLAN FOR SIZE) (4)10d NAILS(2) %'0 ANCHOR BOLT
@ 3'-0"O.C.(MIN T // (2)2 X 10 SUPPORT U O
RIDGE DETAIL AT RIDGE TENSION NAILS EACH PLATE EMBEDMENT) / FOR SKYLIGHTS 0 u
CATHEDRAL CEILING STRAP DETAIL %'0 THRU-BOLT
TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 2 -16d PER FOOT SIMPSON LUS210-2
IN ACCORDANCE WITH 3.2.5.1. 2001 WWF '• . / HANGER
TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 -16d 5 -16d JOINTS -EACH SIDE ALTERNATE IN LIEU OF COLLAR TIES FOUNDATION WALL / FLOOR �� Q
STUD TO STUD (FACE-NAILED) 2 -16d 2 - 16d 24" O.C. Z FRAMING DETAIL SKYLIGHT DETAIL Q Z
SIMPSON H2 A
HEADER TO HEADER(FACE-NAILED) 16d 16d "16' OC ALONG EDGES HURRICANE CLIPS TRIPLE STUD
SIMPSON 'HD5A'
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3 -16d 2 -40d PER STUD — — — AC4 EACH SIDE
C520 STRAP SIMPSON HD5A
@ 16"O.C. %*o BOLTS •
BOTTOM PLATE TO FLOOR JOIST, BANVJOIST, ENDJOIST OR 2 -16d 2 - 16d PER FOOT I 3"X 3"XY4 ST. PLATE SIMPSON AB44
BLOCKING (FACE-NAILED) MINI` ' s .
@ 16"O.C. /a fd THREADED ROD POST BASE
SIMPSON H2 �
FLOOR FRAMING %*0 THREADED ROD SECOND FLOOR
SHEARWALL HOLDDOWN v ct
JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -6d 4-10d PER JOIST RIDGE / TOP PLATE 4 X 4 POST '-C� 14 4
CONNECTION DETAIL CONNECTION DETAILS 'v,
BRIDGING TO JOIST(TOE-NAILED) 2 -8d 2.-lad EACH END CANTILEVER DETAIL
(2)13/4 X 11/8" M.L. 4
BLOCKING TO JOIST(TOE-NAILED) 2 - 8d 2 - 10d EACH END 2 X 6 WOOD CAP SIMPSON H210 HANGER @ 16" SIMPSON HD2A •
2 X 4 TOP RAIL y 0 LAG BOLTS @ 16" O.G. • TRIPLE STUD
BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 -16d 4 -16d EACH BLOCK UTRIPLE STUD
- �— (2)16d
COMMON NAILS TRIPLE �4 X 4 WOOD POST @ 48' @60CFORLL
LEDGER STRIP TO BEAM (FACE-NAILED) 3 -16d 4 -16d EACH JOIST 2 X 4 BOTTOM RAIL HEIGHT OF STUD ( 16 COMMON NAILS @ 00 V
CANTILEVER HOLDOWN DETAIL %'0 THRU BOLTS G"O.C. FOR FULL HEIGHT M
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 -10d PER JOIST DECKING OF STUD U
SIMPSON H-3 HURRICANE �— — — SIMPSON HD2A %"0 THRU-BOLTS
BAND JOIST TO JOIST(END-NAILED) 3 -16d 4- 16d PER JOIST CLIPS @ 16 O.C. Y;2'0 LAG BOLTS @ 16" HOLD DOWN
SIMPSON HD2A
P.T. DECK JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 -16d 2 -16d PER FOOT y'0 THRU-BOLT @ 16"O.C.
SIMPSON H-3 HOLD DOWN
DBL DECK JOIST HURRICANE CLIP @ 16' (8)8d NAILS @ 1"t O.G. O
ROOF SHEATHING 11 ' AT POST AC4 EACH SIDE
ACG EACH SIDE SIMPSON U210 HANGER @ 16" 5/e 0 BOLT X 24" LONG /e°�BOLT X 24"LONG
STRUCTURAL PANELS: PANEL INTERMEDIATE -F-- SIMPSON C520 a° ° o
EDGES SUPPORTS 4 X 4 POST PORCH/RAFTER/GIRDER °
STRAP @ 16"O.C. M N ;~
s -- SIMPSON P844 POST BASE ou
CONNECTION DETAIL g
INTE91OR ZONE 8d 10d 4" 6" o
*` ( ) O x v
• 8d NAILS @ 1"t O.C. °
�n
m
PERIMETER EDGE ZONE 5 8d 10d "
4 4 Z ; °
GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4" 4" :`.:, 10"X 10"X y' 14
:::',•;:.: BASE PLATE LOAD PATH / FLOOR FIRST FLOOR FIRST FLOOR
CEILING SHEATHING `� ° FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HOLDDOWN 5
U
ON � cn
GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T' EDGE /10" FIELD (4)3/4 fd X 12"LONG ° d a a 21-0"X 2'-0"X 1'-0" N
PORCH/DECK/JOIST ANCHOR BOLTS FOOTING (TYP) w
WALL SHEATHING CONNECTION DETAIL
FOOTING DETAIL
STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE
EDGES SUPPORTS
INTERIOR ZONE 6 8d 10d 6" 12" cn
4' EDGE ZONE 6 8d 10d
r , U
FIBERBOARD PANELS: W �
7/16" 6d 3 - 3" EDGE/G" FIELD ROOF FRAMING ROOF FRAMING
25/32" 8d 3 - 3" EDGE/6" FIELD SIMPSON C520 CONNECTOR SIMPSON 0520 CONNECTOR
DOUBLE TOP PLATE OR(2)H2 AT ROOF DOUBLE TOP PLATE OR(2) H2 AT ROOF
GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE /10' FIELD
i i iH
PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER u
CRIPPLE STUDS 'I, CRIPPLE STUDS U
FLOOR SHEATHING
HEADER SIMPSON ST 2215 CONNECTOR HEADER SIMPSON MSTC28 CONNECTOR
STRUCTURAL PANELS:
1' OR LESS 8d lad 6" EDGE /12' FIELD HEADER STUDS NOTE: HEADER STUDS
UPLIFT CONNECTION IS REQUIRED AT
GREATER THAN 1" 10d 16d 6" EDGE / 6" FIELD
EACH END OF HEADER AND AT BOTTOM
OF HEADER STUDS IN ADDITION TO
4'-O" MAX CONNECTORS AT WALL STUDS AND AT 4'-O'TO 12'-O" \ REp qR
TOP AND BOTTOM OF CRIPPLES G V I N Sc"
Ecy y��
i -T 1= _ --_ =1--- _ —I v .fz to
I I I I I I I I FULL LENGTH FULL LENGTH * '`
I I I UPLII I I I WALL STUDS WALL STUDS DRAWN: JM/MS
.: SCALE: AS NOTED
Il0 I 11
SIMPSON ST2215 CONNECTOR SIMPSON MSTC28 C C a JOB#:
OF NEW.4O
SHEET NUMBER:
HEADER TIE DOWN DETAILS