HomeMy WebLinkAbout37174-Z o�UFFp��.cOG Town of Southold Annex 8/16/2012
y P.O.Box 1179
y i 54375 Main Road
♦ Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 35889 Date: 8/16/2012
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1600 Camp Mineola Rd,Mattituck,
SCTM#: 473889 Sec/Block/Lot: 122.-5-3.6
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
4/10/2012 pursuant to which Building Permit No. 37174 dated 4/27/2012
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:
dormer addition and alterations to a one family dwelling(second floor) for photo studio, darkroom and sink as applied
for.
The certificate is issued to Berger, Steven&Berger,Ellen
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37174 8/3/12
PLUMBERS CERTIFICATION DATED 8/14/12 Andrew LaGrasse
A ed gnatu
SUFfot,r� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
oy • o� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 37174 Date: 4/27/2012
Permission is hereby granted to:
Berger, Steven & Berger, Ellen
1600 Camp Mineola Rd
Mattituck, NY 11952
To: Additions &Alterations to a Single Family Dwelling; (2nd Floor)
Dormers, Photo Studio, Darkroom, Sink, as applied for.
At premises located at:
1600 Camp Mineola Rd, Mattituck
SCTM # 473889
Sec/Block/Lot# 122.-5-3.6
Pursuant to application dated 4/10/2012 and approved by the Building Inspector.
To expire on 10/27/2013.
Fees:
CO -ADDITION TO DWELLING $50.00
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $455.60
Total: $505.60
Building Inspector
\\pF SO(/T�,olo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 roger.richert(c-town.southold.nV.us
Southold,NY 1 197 1-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Steve Berger
Address: 1600 Camp Mineola Rd City: Mattituck St: NY Zip: 11952
Building Permit#: 37174 Section: Block: Lot:
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Twin Fork Electric License No: 3488-e
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor X Hot Tub
Addition X Survey Attic Garage.
INVENTORY
Service 1 ph Heat Duplec Recpt 23 Ceiling Fixtures 1 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 22 CO Detectors
Sub Panel 1-80 A/C Blower 2 Range Recpt Fluorescent Fixture 3 Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 16 Twist Lock Exit Fixtures TVSS
Other Equipment: 3-baseboard elec heat
Notes:
Inspector Signature: Date: Aug 3 2012
81-Cert Electrical Compliance Form.xls
D �
Auk. 15 2012 �i
1
BLD6.DEVI.
,Do OF SOUTHOLD
CERTIFICATION
Date: kci /y o2 d/;—
Building Permit No.
Owner:
(Please p
rint)
Plumber:Alidaz j b
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
( ers Signature)
Sworn to before me this h
day of -{ 20
Notary Public, D County
PATRICIA IRELAND
Notary Public,State of New Yolk
No.011R4842572
Qualified In Suffolk County
Commission Expires I a-2,( 0I3
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. 4/ V
New Construction: Old or Pre-existing Building: ✓ (check one)
Location of Property: V Gj 0V CAMP kA 1 MO UA Vt-L-
House No. Street Hamlet
Owner or Owners of Property: 6MVE, -4 Lem,
Suffolk County Tax Map No 1000, Section '1'ZZ Block Lot Z Kp
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: $
Applicant g ature
3,7/ of Soy
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOU WATION 1 ST [ ] ROUGH PLBG.
[ ] F NDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
r
G
s
DATE ✓ INSPECTOR
pF SO(/j�olo
\ cOUMY,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOiii-Q
OF sou,
G �
�l�OOUMY,��
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTI
[ ] FOUNDATION 1ST [ ] UGH PL13G..
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
d
DATE J �' INSPECTOR
f
Of SOUT�,�Io
• �Q
coul '1,�
\� TOWN OF SOUTHOLD BUILDING'DEPT.
-j 765-1802
INSPECTION .
[ ] FOUNDATION 1ST [ ] ROUGH PLBG. .
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[- ] ELECTRICAL-(ROUGH) []'ELECTRICAL (FINAL)-
REMARKS:
i
DATE ' r INSPECTOR
OF SOpT�o�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION... . '..
[ ] FOUNDATION 1ST [XFINAL
PLBG.
[ ] FOUNDATION 2ND [ TION
[ ] FRAMING/STRAPPING [
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: eo
d
s
DATE INSPECTOR
COLD Il!T$PE. �T 3tEP 7C DA= Ct�D'IlV�1!�TS.
FOMPATION(1ST).. .
1rr�TMr�Mw^,�/�rRrwtrVrwr��Yrr�(,Y .. .. ..
' .. �0
FOUMATION(2ND)
i .
tovG�t nor
PLMOING
/
INSUL•ATION PE1t N.Y, y.
STATE Rl F=GY CbDR• '
FINAL '
I
ADDITIONAL.COMMENTS .
� �
'TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL , Board of Health
SOUTHOLD,NY 119.71_ 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. 3 7 / 7� Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined y 120 (� Storm-Water Assessment Form
Contact:
Approved 1 r ,20 f01L Mail to:
e� Phone:
Expiration P- J ,20 13
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date AZq , 20�'1i
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, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises S WF1
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. SCGr Z M 4 ZC0 4t
Plumbers License No. U6F1, I
Electricians License No. ALLI�N 'l5MA11,K1 2)+B0t_--
Other Trade's License No.
1. Location of land on which proposed work will be done:
16 00 CAW' ArI,INE-XUA n Uhn7 iTV G
House Number Street Hamlet
County Tax Map No. 1000 Section I ZZ Block L Lot �D
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of roposed construction:
a. Existing use and occupancy l�')(�C9�oi j `
b. Intended use and occupancy Ste"IN6L�
3. Nature of work(check which applicable): New Building Addition y Alteratiort�
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, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 2 r Rear IS / Depth 0c] "
Height Z5 ' TV 1,1T)55;e, Number of Stories Z
Dimensions of same structure with alterations or additions: Front 4 /'- A jl Re& Vr,,
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear. Depth
Height Number of Stories
9. Size of lot: Front Rear /�-a 2 Depth l
10. Date of Purchase Z 20 ) 2 Name of Former Owner \JM `t cAff�OLL Fr-745PI-5;
11. Zone or use district in which premises are situated `
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 7�
13. Will lot be re-graded? YES NOY-Will excess fill be removed from premises? YES Tab
14. Names of Owner of premises ? Address G MP KD Phone No. -1 ZZ "aJX4
Name of Architect '� V-9} 6 K 0_ Address Y0 �.6 93,6WN e No 4 ~� �
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO c/
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO (/
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
(1 SS: ,
COUNTY OF�II� )6 \
Y 1 e-e A— being duly sworn, deposes and says that(s)he is the applicant
(Name of ind' idual signing contract)above named,
(S)He is the CLit
(Contracto ,Agent, Corporate Officer, etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
10 day of AV v--i 20 c),
VIC!(I TOTH
Notary Public,Stata
Notary Public Flo.01T06190696 Signat e of Applicant
Qualified in Suffolk County
Commission expires July 28,20 D--
FFQ
d°S" � Town of Southold
N Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
0
PROPERTY LOCATION: S.C.FM.;# THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
STORM-WATER,GRADING DRAINAGE ANp EROSION CONTROL PLAN
�rct ect on oc CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YORK.
SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT' Yes No
a. What is the Total Area of the Project Parcels?
(Include Total Area of all Parcels located within Will this Project Retain All Storm-Water Run-Off
the Scope of Work for Proposed Construction) Generated by a Two(T)Inch Rainfall on Site?(S.F.f Acres) (This item will include all run-off created by site N/ ❑
b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all
and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of
construction activity? impervious surfaces.
(S.F.f Ayes) )
PROVIDE BRIEF PROJECT DESCRiI'TION (Pro idaadmtlorcal Paces as Needed) 2 Does the Site Plan and/or Survey Show All Proposed
Drainage Structures Indicating Size&Location?This � ❑
�� N � Item shall include all Proposed Grade Changes and
C�V t> /,A-Tn t, Slopes Controlling Surface Water Flow.
Y t�� �l1 =0\� i ► ;lg 3 Does the Site Plan and/orSuryey describe the erosion
LLL� loll !J hI�1 and sediment control practices that will be used to a
L ` �Kt/+IS control site erosion and storm water discharges. This
1 item must be maintained throughout the Entire
Construction Period.
4 Will this Project Require any Land Filling,Grading or
Excavation where there is a change to the Natural
Existing Grade Involving more than 200 Cubic Yards
of Material within any Parcel?
5 Will this Application Require Land Disturbing Activities
Encompassing an Area in Excess of Five Thousand
(5,000 S.F.)Square Feet of Ground Surface? El V
6 Is there a Natural Water Course Running through the
Site? Is this Project within the Trustees jurisdiction
General DEC SWPPP Requirements: or within One Hundred(1001 feet of a Wetland or
Submission of a SWPPP Is required for all Construction activities Involving soil Beach?
disturbances of one(1)or more acres; including disturbances of less than one acre that 7 W(II there be Site preparation on Existing Grade Slopes
are part of a larger common plan that will ultimately disturb one or more acres of land;
including Construction activities involving sell disturbances of less than one(f)acre where which Exceed Fifteen(15)feet of Vertical Rise to ✓
the DEC has determined that a SPDES permit Is required for storm water discharges. One Hundred(100')of Horizontal Distance?
(SWPPP's Shalt meet the Minimum Requirements of the SPDES General Permit $ Will Driveways,Parking Areas or other Impervious
for Storm Water Discharges from Construction activity-Permit No.GP-040-001.) Surfaces be Sloped to Direct Storm-Water Run-Off El
1.The SWPPP shall be prepared prior to the submittal of the N01.The NOI shall be
submitted to the Department prior to the commencement of construction activity. into and/or in the direction of a Town tight-of-way? --
Z The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material,
required,post construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any /
constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder p/
compliance with the terns and conditions of this permit.In addition,the SWPPP shall
identify potential sources of pollution which may reasonably be expected to affect the Area?(This Item will NOT Include the installation of Driveway Aprons.) El
quality of storm water discharges. NOTE: if Any Answer to Questions One through Nine is Answered with a Check Mark
3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance Is between 5,000 S.F.&1 Acre In area,
component shall be prepared by a qualified Design Professional Licensed in New York a Stone Water,Grading,Drainage-&Erosion Control Plan is Required by the Town of
that is knowledgeable In the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuande of Any Building Permit.
(NOTE: A Check Mark(.j)andfor Answer for each Question Is Required for a complete Appricalion)
STATE OF NEW YORK,
COUNTY OF
That T,.1..!..1.Q.A� .... ....fir• �('e1 L.' ......being duly sworn,deposes and says hat he/she is the applicant for Perri
(Nam of individual sigmng Document) oses t
pp fy
Andthat he/she is the .................................... ( . . ........... ..............................................................Ovmer,Contractor.A enE,C ......••...................................
g orporate 0fnoer,etc.)
Omer and/or representative of the 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 fled herewith.
Sworn to before me this;
./v ay of. 1..�.............. 2o...
TH
Notary Public: `11,..�C. !......... .........................Notan�Pub it te o e
c State r�r New York,
IUo.UYi(J51S;;896 .........
:...............................
mall.Grl i (Signature of Applicant)
FORM 06/10 Corlrnis�in� yr irg;'ltl.`,/:? >n �---
° so�ryQ
Town ball Annex Telephone(631)165-1802
54375-Main Road (631)765-9 502
�' '� roger.richest(d�own.southold.nV.us.
P.O.Box H79 �pQ
Southold,NY 11971-0959
�CQV�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date: - / z.,
Company Name: u,- ,u J20 4` k
'Name:
License No.: y p 6�
Address: P.a 16 Ott. V r/� ,L_s
Phone No.:,. b2I - 72.-2,— V a f�` i P 7 r7 27(
JOBSITE INFORMATION: (Indicates required information):
.*Name: Y-fgV dr ,f3
*Address: 1. G 6 f & iC 6d-J
*Cross Street: +45
*Phone No.: 7-.)-,Z_ 3 10
Permit No.: 7
Tax Map District: 1000. Section: W- _ Block': _ Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
(Please Circle Alt That Apply).
*Is job ready for inspection: NO Rough I Final
*Do.you need a Temp Certificate: YES AXO //
Temp Information-(If needed) " 1�
*Service Size: 1 Phase 3Phase 100 1-50: 200 300 350 400 Other A�
*New Service: Re-connect Underground Number of Meters Change of Service Overhead n
Additional Information: PAYMENT DUE WITH APPLICATION r l
R9_Rcmmncmf fnr IncnPctinn Fnrrn
a _ TOR OF SOUTHOLD '�OPE"!TlCO".D C '�D
o�
OWNER STREET VILLAGE DIST. SUB. LOT
Aa
RMER ti W R N r E / ACR. _ VA sS�6l�
s fS ✓ v�€4:95 �'c�f�2 w
S W TYPE OF BUILDING V LP��,SSS
RES..., U SEAS. VL. FARM COMM. CB. MICS. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
/� r ,f //�� f✓'J 1-33 If C�syr hC-w 0w�/�
ao ? I z.-L 124 96 7 3 — pukrs hrA
-fari Yoco
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5a Q o f
Tillable - ! FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD
Meadowland ` DEPTH
House Plot - . � BULKHEAD
TotdI M
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Floors
rise r nInterior
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Rooms 1 st Floor
-® a Rooms 2nd Floor , . ,
APR-25-2012 10:56 From:MERYL KIRAMER ARCh 6314778936 To:7659502 Pase:1/2
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APR 2 4 2012
B DDG.DEPT.
TOWN OF SOUTHOLD
BUILDING PERMIT EXAMINER CHECKLIST "Date Submitted: ° - Date Reviewed:
Applicant: T Owner: �- =✓�=�n—
Architect/ el�A4Estimated Cost:
SCTM# 1000 — S — Subdivision: Zone: Conforming?
p y 1 Io 0 0 Pe-a� City: A Pre C.Os.Property Address: �
Building Permits (Open/Expired): BP -Z 1 C/0 Z- ,Info: BP -Z/C/O Z- ,Info:
BP -Z/C/0 Z- , Info: BP -Z/C/O Z- ,Info: BP -Z/C/0 Z- ,Info:
Single& Separate Search Required? Y or N Determination: ' SToR1AW-41-4.K:_ RA IV o,RFi
REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. A0`)o ACT: Lot'C;ov.
REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear
REQ. Height . 35 1 ACT. Height R E 0. BOTH SI DES A C T
Project scription:
Waterfront?dt or N?
If yes, water body: Panel# Flood Zone:----ulkhead/ uff Distance:
ADDITIONAL APPROVALS REQUIRED QU}M S(,f) SIGNED, SF�LED4SuPVEY oR SITE PI-AN
Suffolk County Health: Y o N If yes, *Bed#: *Date: / / *Permit#: Town Septic: Y-N
- If no, certification required: Y or N Received: Y or N By:
NYS DEC: PRE-DEC9/l/75 Y or l/V/- Date: / /_ Permit#: or NJ Letter— Notes:
Southold Trustees: Y oo- Date: / /_ Permit#: or NJ Letter—Notes:
Southold ZBA: Y or jN'- Date: / / Permit#: —Notes:
Southold Planning: Y or& Date: '/ /_ Permit#: —Notes:
Town Landmark C of A: Y o aN155
TE: / / *NYS CODE-Compliance(page 2): Y or N
CQNTA,+CTOR �IC�NS6ABI L I T-Y L IM3IL.I T- is kMeNs CoM p�N, 4rl o n/
Notes:
r
S
ea
Lure: Calculation:
Foundation: SF X $ . to=$ � r 40
First Floor: — SF + Initial Fee: $ 0 00
Second Floor: 3 qSF +Additional Fee
Other: SF SF X$ , _$
Total: .3 SF +Initial Fee: $
+Additional Fee ( ): $
C of o FEE. 4 -50 ,00
AS BUILT FEE TOTAL: $ 'f-51S7/ 60
. t
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC"DESIGN CRITERIA:
Ground Snow Load:P_Q Wind Speed; 12OMPH Seismic Design Category:B
Weathering: Severe Trost Depth: 36" Termite: M-H' Decay: S-M
Design Temp: II Ice Shield Underlay: YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS: YIN
HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN
CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N
LUMBER SPECIES AND GRADE: YIN
WINIDOW AND DOOR SCHEDULE:
•IYIISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N i
LIGHT 8%: Y/1V
VENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE: YIN
MEANS OF EGRESS: YIN
PLUMBING RISER DIAGRAM: Y/N
LOCATION OF FM-E PROTECTION EQUIPMENT`: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
.ENERGY CALCSON (RESCHMCK) d-010
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)
Generated by REScheck-Web Software
Compliance Certificate
Project Title: Berger Residence
Energy Code: 2010 New York Energy Conservation
Construction Code
Location: Albany County,New York
Construction Type: Single Family
Project Type: Addition/Alteration
Heating Degree Days: 6894
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor:
1600 Camp Mineola Rd. Steve and Ellen Berger Meryl Kramer
Mattituck,New York 11952 Meryl Kramer Architect
PO Box 683
Greenport,New York 11944
631-477-8736
meryl@mkarchitect.com
Compliance:9.8%Better Than Code Maximum UA:92 Your UA:83
The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
dross •
Assemblyor or D••
Perimeter •
Wall:Wood Frame, 16in.o.c. 600 24.0 1.0 23
Window:Wood Frame,2 Pane w/Low-E 133 0.280 37
Ceiling:Cathedral 600 26.0 1.0 23
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 2010 New York Energy Conservation
Construction Code requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection
Checklist.
M-TiffyL
m
Nae tle S a u Date
Project Title: Berger Residence Report date:04/07/12
Data filename: Page 1 of 4
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DATE OF ISSUE:
04/09/2012
Table 3.1 Nailing Schedule(Wood Framed Construction Manual 1995 SBC
High Wind Ed.Page 110) PERMIT SET
ABBREVIATIONS FRAM( JOINT DESCRIPTION Framing Notes:
ROOF NAILING NAIL SIZE NAIL SPACING
inside Diameter
t 3" No.8 SCREWS 12"IOC
nc LIGHT WOOD-FRAME WALL Rafter to Top Plate(Toe-nailed) 4.8d per rafter The contractor is to verify all measurements in the field and any
. Above Finished el In nc u e nc u In Ceiling Joist to Top Plate(Toe-nailed) 4.8d perjoist discrepancies are to be brought to the attention of the Engineer prior
A.F.F. Above finis a Floor n orma ion Gelling Joist to Parallel Rafter(Face-Walled) $-16d each lapAIA to construction.
merican institute of Arcnit INSUL Insulate, nsu a in nsu a ion WASHER P. Ceiling Joist Laps Over Partitions Face-nailed n/a each la ED AR
g ( ) P Wood Framing DER C
AIEE mericaninstitute o Electrical Engineers interior � )
AmericanAISC instituteo Steel Kilowatt Collar Tie to Rafter(Toe-nailed) 2-10d per tie mac' �%,R.K149 FC
Aluminum Blocking to Rafter(Toe nailed) 2.8d each end 1-AII lumber is to be No.2 or better Douglas Fir Larch(Nj with the e ��,
Alternate ava o 1/2" PLYWOOD Rim Board to Rafter End Nailed 2.16d I each end following minimum specifications: " co
Ampere oun WALL FRAMING � a
Architectinear psi
7SFRAmerican OCIe 0 ea In a rl era Ion i t GLASS Fba825si
Top Plate to Top Plate(Face-Walled) 2-16d(1) per foot Fv=95 psi
Air on I lonin Engineers MANLIF. ManuTacture Top Plates at Intersections(Face-nailed) 4-16d joists-each side Fc perp a 625 psi 0248C2
ASME Stud to Stud(Face-Haile 2-16d 24fl o.c. E i,600,000 psi OF Nt�N
American ocie o ec anica n Ineers Material d) 2- 16 o.c.alongedg s
American ocie or es rnmaterials maximum
Board PLASTIC-COATED PERMANENT Header to Header(Face-nailed)
Mechanical 2-All Laminated Veneer Lumber Is to have the fallowing minimum
. MLZL Mezzanine WOOD SCREW ANCHORS
ea mMinimum Top or Bottom Plate to Stud(End Nailed) 2-16d per 2x4 stud specifications:
B.O. ers Miscellaneous GLASS
U.
Cabin
0 om Metal 3-16d per 2x6 Stu
4-16d per 2x8 stud
Fb=2,900 psi
ri IS erma Unit0 %" PLYWOOD Bottom Plate to Floor Joist, Fv a 290 psi
CAB. a ine National ec rical Gocle 2-16d 1,2 per
ei In National ec ricaManufacturer'sAssoc. FRAMING Sand Joist End Dist or Blocking Toe-nailed ( } pe Fc peril=650 psi
eiling o o l L rct SE FLOOR FRAMING Ea 2,000,000 psi
Cubic ee Per minute Number DETAIL
p Joist to Sin,Top Plate or Girder(Toe-nailed) 4-8d per joist 3-boards
beams fabricated with multiple Laminated Veneer Lumber
en er ine o o Scale
OSe very WASHER(TYP.) Bridging to Joist(Toe-nailed) 2-8d each end b�ac s�aa�to na1edt'bolted in accordance with the manufacturer's
ear UAD Uverallimension Blocking to Joist(Toe-nailed) 2.8d each end
o umn n en er 3" No. 8 SCREWS 12"OC Blocking to S(II or Top Plate(T lled) led) 3-16d each block 4-All TJis are to be installed in accordance with the manufacturer's
L;UL.
Oncre eOutside Diameter �— Ledger Strip to Beam(Face-naffed) 3-16d each joist
OnS ete IOW Pounds is e I r 00 PLYWOOD OPENINGS PROTECTION; Joist on Ledger to Beam(Toe-nailed) 3-8d per joist specifications and shall Include squash blocking and web stiffeners at
CON on I nuous - er en Icu arA THICKNESS DEPENDS ON WINDOW Band Joist to Joist(End-nailed) 3.16d per joist bearing points on girders and other load bearing areas.
COVG" oven , Phase (OPENING WIDTH{I) Band Joist to Slil or Top Plate(Toe-nailed) 2-16d (1) per foot
Center Plate 5-AII straps,connectors,plates,halts,nails,etc.are to be
U Ic ee Plastic a m na a DETAIL A-TYPICAL ATTACHMENT OF ROOF SHEATHING galvanized or stainless steel.Designated connectors,strap etc.on
NOTE: IN LIEU OF SCREWS,LUGS WITH NUTS
QU IN Cubic inch Um In PLYWOOD OPENINGS PROTECTION TO Structural Panels 8d Detail sheet S-3 these drawings are made by Simpson unless indicated otherwise.All
Cubic YardPlywoodWOOD-FRAME BUILDING AND WASHERS MAY BE USED ( ) connectors,straps etc.are to be nailed/bolted In accordance with the
IDepth PNL Panelmanufacturer's specitications.
DBL POL
hecl
DEP 1. eua men oun s per bquare Foot ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION 6-Ali floor sheathing is to bee/2 Inch AC type plywood,tongue and
Vetail PSI Pounas per Square ihCh CEILING SHEATHING groove,with an APA span rating of48/24.Floor sheathing shall be
fame er Fain tea PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD " glued and screwed to the floorjoists(6"O.C.edges and l2"o.C.
la ona Pair Gypsum Wallboard 5d coolers 7"edge 110 field field). CD
DIM., DIM imens on ua i FRAMED BUILDINGS WALL SHEATHING
DN Own H Raclius
I r e ri era or Structural Panels 8d 6"edge 112"field 7-All wall sheathing is to be IY32 Inch APA Rated Exposure 1
rW ra W l n eauirea plywood and shall be nailed with 8d common nails 6"O.C.edges and =D
eva ion OOm S Gypsum Wallboard 5d coolers 7"edge/10"field 12"O.C.field. C
ec rica
n uia floor
neer r FLOOR SHEATHING Solid
i blocking
with spans exceeding 8every 8'max or mid span of all (�
UI men Structural Panels I Q
Electric a er Cooler
. a uS 1"or less 8d =edge "field 9-Double joists are to be installed below parallel walls.EXR �
xis �-
" (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the 10-Blocking is to be Installed at all point load bearing points.
LXPx InOSe panel edge. If wall sheathing is nailed 3"on-center at the panel edge to obtain Ll i
W. V
Floor higher shear capacities,nailing requirements for structural members shall be 11-Walls are to be framed with 2x6 Inch studs spaced 16 Inches OC �
00 doubled,or alternate connectors,such as shear plates,shall be used to maintain unless indicated otherwise. L U
f re roo load path, p
ure (2)When wall sheathing is continuous over connected members,the tabulated 12-First Floor joists are to be TrusJoist TJI 230/9.5"and Second
". Footing number of nails shall be permitted to be reduced to 1-16d nail per foot. Floor joists are to be Trusjoist 230/11.875 and are to be installed in C/)
a U e accordance with the manufacturer's specifications. W
a on GC
a vanize 13-All joist and beam hangers and fasteners used on the exterior ry�
(ieneral Gontractor are to be Simpson Type 304 or 316 Stainless steel.
sum a oar L�
Hardware 14-All bolts nuts and washers are to be stainless steel or hot dipped
Hollow Metal W/O Without galvanized. W
Horizontal D
Hour aD
Rot water
Steel
1-Ai steel is to be ASTM Specification A-36
2-All bolted connections are to be made with A-325 bolts.
3-Squarelrectangular/circular columns are to be ASTM Speciflcation
A500. _. - -
a iaa a '
PROVIDE Sd COMMON NAILS @ 4" O.C. AT HIGH
PRESSURE ZONE- 6" O.C. AT ALL OTHER PORTIONS
OF ROOF TYPICAL. DRAWING LIST --
SHEET NO DRAWING TITLE DATE
PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER G-0 ABBREVIATIONS, TYP.DETAILS O4.09.2012
t, INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE - - ENERAN@TES_ 04.09.2012
ZONES. A-0 PARTIAL PLAN, PARTIAL ROOF PLAN 04.09.2012
;WN SIMPSON
h ISTA3ssTRAP A 1 EXTERIOR ELEVATIONS BUILDING SECTION 04.09.2012
a a NOTE : a = 4 FT. IN ALL CASES
a a
A , e r
GABLE ROOFS
10°< 44 45° TYPICAL WINDOW AND DOOR HEADER
STRAPPING DETAIL EACH CORNER
COMPONENT AND CLADDING PRESSURE ZONES NOT TOSCALE
ELECIGICAL
COMPLY WITH ALL CODES OF tiP�ROVED AS NOTED
NEW YORK STATE & TOWN CODES et l/
SYMBOLS LEGEND
AS REQUIRE DA. E /- S�a''B.P. # ���
SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIIPTIONIr
f UTHOIDTOl4'NLbA FEE: �S� 6o BY", a LU
w
SOUTH ' LANNINGBOARD NOTIFY BUILDING DEPARTMENT AT to w
'65-1802 8 AM TO 4 PM FOR THE `D
SECTION SECTION
SYMBOL _ SOLI TOV'114 i FOLLOWING INSPECTIONS: c m •�
t SECTION NUMBER ,/� r c
5.10 SHEET NUMBER ' 1 \ EQUIPMENT NUMBER GYPSUM WALL BOARD ® FINISH WOOD S Y INSULATED WALL 1. FOUNDATION - TWO REQUIRED �-� c, d
S.DES FOR POURED CONCRETE
2 ROUGH-FRAMING,PLUMBING,
ELEVATION SYMBOL ~
1°
RETAIN STORM WATER RUNOFF STRAPPING. ELECTRICAL&CAULKING.
ELEVATION NUMBER METAL PURSUANT TO CHAPTER 236 3. INSULATION
® OF THE TOWN CODE. . FINIAL-CONSTRUCTION&ELECTRICAL 4 w z
q 2A SHEET NUMBER 0 REVISION SYMBOL � PLYWOOD(LARGE SCALE) MUST BE COMPLETE FOR C.O. +� �
ALL CONSTRUCTION SHALL MEET THE
DETAIL FLAG SYMBOL PLUMBING REQUIREMENTS OF THE CODES OF NEW
1 YORK STATE. NOT RESPONSIBLE FO
DETAIL NUMBER WINDOW
CONCRETE(SECTION} ALLiFLtE".'.^ihtG 1ElASTE DESIGN OR CONSTRUCTION ERRO SR
6. —SHEET NUMBER NEW WALL
t,V��ATE LINTS NEED
TESTING BEFORE COVERING GENERAL NOTES
ABBREVIATIONS
LEGENDS
ROUGH WOOD BLOCKING PLUP�',BEF?CERTIFIVITION OCCUPANCY OR TYPICAL DETAILS
( S }— COLUMN LINE ltl! DOOR NUMBER ® SECTION) EXISTING WALL ON LElO`+O47047C 7®
CER77F1^P's ITir-OF 0 CUP ANvY USE IS UNLAWFUL
ELEVATION MARK WOOD BLOCKING ----- SC.D!'RW. I�'V�':`ATER WITHOUT CERTIFICATE
PARTITION TYPE ® (SECTION) _ DEMOLISH WALL SUPPLY SYS7r-M,C NNOT
---- EXCEED'2110OFMLE46. OF OCCUPANCY
DATE OF ISSUE:
04/09/2012
A-1 PERMIT SET
CL-WINDOW
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
- - - - - - - - - - - - - - - - - - - - - - - - - - FtEDA
�� R�y�
2R qO 2-8 2R
A 281 A 81 A 281 REMOVE AND DISPOSE OF EXISTING SKYLITE AND
WOOD FRAMED GWB SHAFT .g
3-2XI2 HDR CONT -
PLATE HEIGHT=6'-701 FHa` H� 9HiH' +.F �
tT 024802
88M�'�H8i8fHF8H9NFF, ~�•iwYt;it. WW�
OF Ne,,N
v ! �
DARKROOM
Li
-/
PLATE HEIGHT= ' � � W� 14'-5"7 "
4-11"t
2- 10�-0" I I 00
PLATE HEIGHT-4-2't
CENTER
WINDOW GROUP �j , H898�EH;88BFB8i8[8FH8988 98F8F8Ei�� o � 8R8P p
�`' \__,`,� ^1� - `` `°`°"` - "` ( � T\E� GWB LIGHT SHAFTTO LAUNDRY ROOM
W ON LINE OF ,„ "" ry --RI'mMmsmM8fi8H38f8EHE .-°Oe „�� J lLO BELOW,PTO WHITE ALL 4 SIDES
�, RIDGE 4,'$' N � � 1_- � VELUX D26 FIXED SKYLIGHT ABOVE
HtBEBEH°�9HEpEt59 8838E 98FAF8RIVF:p W {$FaB8Fae3RF1u1mmv ?HrxF9,x9HEHFae9et9naH9HF
2 '' P•f,tBW Rmsw89HF8E883' A A¢ i°,1t-i ——— ——_
EXIST.DOOR OPENING
M W v -__PotF :�:° �� r 111'-6" * ''� 4�'2 ' 2' "
.1 a8 H � c i
CENTER LINE OF --M' my ''M` w ¢ a
RIDGE ABOVE "4°D w "' 33 9_74i"
�3
w 10 " w 4'-4' -� 10'-01.._.__,,.. MLcr
PLATE HEIGHT- � -��
U ,J> C � PLATE HEIGHT-41-2't
Nq VIA poDTO `.
�/ SHELVES STUDIO FINISHED FLOOR HEIGHT TO MATCH SHELVES jj7S�
FINISHED FLOOR HEIGHT IN ADJACENT
EDGE OF ROOF EXISTING BEDROOM,RAISE EXISTING-' j
r+ GARAGE FLOOR AS REQUIRED !!
INE OF WALL BELOW EQ EQ ,
PLATE HEIGHT-: '-2" � � PLATE HEIGHT=12'-2"t f
3-2X12 HDR C NT 3-2X12 HDR CONTINUOUS
r
— — — — — — — — — — — — — — — — — — — — — — — —
�,
RO -RO RO RO �7RO RO - w
,a
4 A-1 "
A-1 �-
34-34"i VIF W
U
SECOND FLOOR PARTIAL PLAN I w
I o
PLAN NOTE: PLATE H I 'S INDICATED ON PLAN MAY VARY GEC
DUE TO VERIFIED RIDGE HEIGHT AND VERIFIED EXISTING I I W
RAFTER PITCH. REVIEW PLATE HEIGHTS WITH ARCHITECT L--------------------J O.0
PRIOR TO FRAMING
w
DO
LINE OF DORMER WALL
VELUX D26 FIXED SKYLIGHT
REAR DORMER
FACE OF SHEATHING TO RO
LINE OF DORMER WALL
FRONT DORMER
w
EXISTING GARAGE ROOF +; u w v$
.0 � •f
'J V [] 04
a M
?• ru ee
w x
v
4
�1
PARTIAL PLAN
PARTIAL ROOF PLAN
ROOF PLAN DETAIL AT FRONT DORMER 1/4n-1'-0"
IDATE OF ISSUE:
04/09/2012
I
PERMIT SET
\ �e�tED Af?C,
CA
0
11
024802
OF NEW
FRONT DORMER TRIM,PLUMB WITH
DRIP EDGE
EXISTING WOOD LOUVER,REMOVE AND PATCH TO MATCH MAIN ROOF,EXISTING TO REMAIN
WINDOW COMPRISED OF 61DEN7ICAL SASHES WITH 2X6
EXISTING EXISTING GARAGE ROOF,REPLACE
FRAMING BETWEEN ALL UNITS,ENSURE THAT ALL I I
WINDOW FRAMING IS PLANAR WITH WALL FRAMING, REAR DORMER TRIM 70 MATCH EXISTING DORMER TRIM TO MATCH MAIN ROOF
REQUEST ARCHITECT REVIEW PRIOR SHEATHING OR
SASH INSTALLATION TYPICAL DORMER SIDING:
J.X 6 VERTICAL SIDING TO MATCH EXISTING
STEP FLASHING ALONG ENTIRE RAKE
TYPICAL DORMER SIDING: q cCO b °C
1 X 6 VERTICAL SIDING TO MATCH EXISTING NEW WINDOW,SEE PLAN FOR SIZES AND R.O.
STEP FLASHING ALONG ENTIRE RAKE
LINE OF STUDIO FLOOR
EXISTING GARAGE ROOF,REPLACE
TO MATCH MAIN ROOF
Ifl
RELOCATE EXISTING WINDOW TO ALIGN WITH NEW
DORMER ABOVE,PATCH TO MATCH EXISTING AS WINDOW,EXISTING TO REMAIN
c/)
REQUIRED,TYP FOR BOTH PAIR OF GARAGE FRONT
WINDOWS
1 X 6 SIDING,EXISTING TO REMAIN
CD
cl—
W
CJ
w
r�
GARAGE DOORS,EXISTING TO (f�
REMAIN >rLJ
ry-
FRONT ELEVATION LEFT SIDE ELEVATION `u
c.D
11/4"=11.0" 1/4"=1r1-0". w
1
FIXED SKYLIGHT,SEE WINDOW SCHEDULE INSTALL PER
MANUFACTURE'S SPECIFICATIONS,MAINTAIN ALL WARRP
EXISTING SKYLIGHT,REMOVE AND PATCH TO MATCH EXI!
4
j A-1
I
CRICKET
LINE OF EXISTING STRUCTURE BEYOND DASHED
TYP.DORMER ROOF CONSTRUCTION:
ASPHALT SHINGLES TO MATCH MAIN ROOF ON WINDOW COMPRISED OF 6
r 30#BUILDING FELT "` + c i o IDENTICAL SASHES WITH 2X6
`''A rr '4 °C FRAMING BETWEEN ALL UNITS,
ON O 2X8 R SHEATHING � � �,, ENSURE THAT ALL WINDOW FRAMING
ON 2X$RRS�16"OC R�r�'�,�",,.�:`'`.� �
W/OPEN CELL SPRAY FOAM ><:;.r"r." ' / t IS PLANAR WITH WALL FRAMING,
GWB W/TAPED JOINTS / REQUEST ARCHITECT REVIEW PRIOR
L NEW WINDOWS,SEE PLAN FOR Pm / SHEATHING OR SASH INSTALLATION
SIZE AND R.O. Y o �
,i �y c \ � MAIN ROOF,EXISTING TO REMAIN
1 'T; EXISTING GARAGE ROOF,REPLACE
a TO MATCH MAIN ROOF
4 OPEN
�� Fo co TO I \ to
TYP.DORMER WALL CONSTRUCTION: / T 10 BEYOND
WD.SIDING TO MATCH EXISTING
ON 30#BUILDING FELT
ON PLYWD.SHEATHING S
ON 2 X 6 WD.STUDS 016"OC
W/CLOSED CELL SPRAY FOAM INSULATION
GWB W/TAPED JOINTS
r=
PTD a
RELOCATE EXISTING WINDOW TO
1HR RATED CEILING: EXISTING GARAGE ALIGN WITH NEW DORMER ABOVE
1 LAYER TYPE"X"GWB c¢n w
TAPED JOINTS
CONTINUOUS R30 BATT INSULATION BETWEEN
EXIST.JOISTS
u d ti
EXISTING WALL TO REMAIN EXISTING COLUMNS AND GIRDER TO REMAIN a r4
c r
C F
Kn
w
x
WINDOW,EXISTING TO REMAIN
ELEVATIONS
BUILDING SECTION
REAR ELEVATION SECTION
i!4n-1t�0" �4n-1n'On