HomeMy WebLinkAbout40131-Z 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 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 SLU-Vey
Soul holdTown.NorthFork.net PERMIT NO. /10V3 Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.App3ication
Flood Permit
Examined 20
Single&Separate
Storm-Water Assessment Form
S,FP 1contact:
7
Approved 120Mail
L
Disapproved a/c -2L–I"-�. :-IT—e
Phone:
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Expiration___ 20f),
ding ing f""s'
APPLICATION FOR BUILDING PERMIT
INSTRUCTIONS Date 20_/-5
a.This application NffJST 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 regulaTio,ns,and to admit
authorized inspectors on premises and in building for necessary inspections.
(5,Ww'iatu's, apt n r u.11me,if a corporation)
4,
(N6ringaddress of apphcant�
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
.............................................................................
..
Name of owner of premises / ,/5,/?�, V /-./b a,
r (As on&e tax roll or latoft 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. Lf)canon ofland oq whj*�t,11 proposed%vork will be done:
Z House N&nber Street Hamlet
County Tax Map No. 1000 Section m —Block— ------I.,ot 12-,Aa
Subdivision Jiled Map No,_ -- .-Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 1:A
zz:tK-, .............................................
b. Intended use and occupancy
3. 'Nature of work(check which applicable):New Buflding............._Addition Alteration
Repair Demolition Other Work !J,—
4. Estimated Cost Fee U (Description)
(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:lFrontg _9
!J� Rear /el- ;L Depth "3
Height Number of Stories—Z
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
9. Size of lot:Front AIIA- Rear DepthAA�................................................................
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO
13.Will lot be re-graded?YES NO /Will excess fill be removed from premises?YES NO
- 11 Add &Ve one 3 Y
/V PhNo 7 Y `7 97"
14.Names of Owner of premises , 1 0-11 Address - L/s
NameofArchitect Address 4- Phone No L7e Z- . "5�
Name of Contractor Address Phone No.
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.PERMJTSMA) BE REQUIR-ED.
K Is this property within 300 feet of a tidal wetland?*YESj��-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)
COUNTY�0'
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contra,cl)above maned,
(S)He is the w -
(Contractor,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.
S%&,()PO are.met ttj&-
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,
Notary Pn�j Sugna0. ofp 1—icani
w
,
BOARD OF �
U
r
SOUTHOLD TOWN TRUSTEES
:
" SOUTHOLD,NEW YORK
PERMIT NO. 8647 DATE: 1IdY 222015
y,
ISSUED
: MARTHA BROOKS
PROPERTY ADDRESS: 65490 ROUTE 25,BREEZY SHORES
COTTAGE## GREENPORT .x
i
53-5-12.6
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 22,2015,and mi
consideration of application fee in the sum of 5250.00 paid by Martha Brooks and subject to the Terms and
Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the
following:
Wetland Permit to raise the existing cottage to an 8' floor elevation; raise the cottage , u
roof for an additionala construct a new 4 1x4' s to
grade, and a new4'x8'1" landing with, steps t ; and as depictedsite plan
prepared by FairweatherAssociates, received on June 12,2015, and stampedu
approved oiy,22, 2015. 1
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, 1
and these presents to be subscribed by a majority of the said Boar s of this date.
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John M.Brede ever III, President �? Town Hall Annex
Michael J. Domino,Vice-President
54375 Main Road
P.O. Box 1179
James F.Ding,Trustee Southold, New York 11971-0959
Dave Bergen, Trustee
Charles J. Sanders, Trustee Telephone (631) 765-1892
Fax(631) 765-6641
BOARD OF TOWN
TRUSTEES
TOWN OFSOUTOLD
July 22, 2015
Amy Martin
Fairweather& Brown
205 Bay Avenue
Greenport, NY 11944
RE: MARTHA BROOKS
65490 ROUTE s
BREEZY SHORES COTTAGE #4, GREENPORT
53-5-12.6
Dear Ms. Martin:
The Board of Town Trustees took the following action during its regular meeting held on
Wednesday, July 22, 2015 regarding the above matter:
Amy Martin on behalf of MARTHA BROOKS applied to the Southold Town
Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code,
the Wetland Ordinanceof the Town of Southold, application dated June 1 , 2015, and,
WHEREAS, said application was referred to the Southold Town Conservation Advisory
Council and to the Local Waterfront Revitalization Program Coordinator for their findings
and recommendations, and,
WHEREAS, the LWRP Coordinator issued a recommendation that the application be
found Consistent with the Local Waterfront Revitalization Program policy standards,
and,
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said
application on July 22, 2015, at which time all interested persons were given an
opportunity to be heard, and,
WHEREAS, the Board members have personally viewed and are familiar with the
premises in question and the surrounding area, and,
2
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and,
WHEREAS, the structure complies with the standards set forth in Chapter 275 of the
Southold Town Code,
WHEREAS, the Board has determined that the project as proposed will not affect the
health, safety and general welfare of the people of the town,
NOW THEREFORE BE IT,
RESOLVED, that the Board of Trustees have found the application to be Consistent
with the Local Waterfront Revitalization Program, and,
RESOLVED, that the Board of Trustees approve the application of MARTHA BROOKS
to raise the existing cottage to an 8' floor elevation; raise the cottage roof for an
additional 1' of headroom; and construct a new 4'x4' landing with steps to grade, and a
new 4'x8'1" landing with steps to grade; and as depicted on the site plan prepared by
Fairweather& Brown Associates, received on June 12, 2015, and stamped approved on
July 22, 2015.
Permit to construct and complete project will expire two years from the date the permit
is signed. Fees must be paid, if applicable, and permit issued within six months of the
date of this notification.
Inspections are required at a fee of$50.00 per inspection. (See attached schedule.)
Fees: $50.00
Very truly yours,
?- 641�-A
John M. Brederneyer III
President, Board of Trustees
J /eac
John M. Bredemeyer III, President F1 Town Hall,53095 Main Rd.
Michael 1. Domino, Vice-President P.O.Box 1179
James F. King Southold,NY 11971
Charles J. Sanders % Tele hone.(631)765-1892
OW
Dave Bergen Fax(63 l)765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
YOU ARE REQUIRED l
PRIOR72 HOURS , TO MAKE AN
APPOINTMENT - INSPECTION. FAILURE
CONSIDEREDSHALL BE I lON AND POSSIBLE REVOCATION
PERMIT.
INSPECTION
Pre-construction, silt fence
st of construction
% constructed
Project I , compliance inspection
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Scott A. Russellw c )1
SUPERVISOR
A NG1
F NI
SOUTHOLD TOWN HALL s P.O.Sox 1179
53095 Main Road e SOUTHOLD,NVWYORK 11971 � �„ � h Town of Southold�
a
CHAPTER 236 - STOR1'V1[WATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
l ul Ft ;� AI111S i'lilt ,itlm,t;"1" ]i" yt"tai.YE AN"("( Oli; 'T,11E I^t tLl.tAVINK.,":
`les No (CHECK ALL THAT APPLY,
EIPA. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 :'quare feet ol` ground si_lrfacee
Be Excavkation or filling inVO]Ving rfl0re than 200 cubic yards of material
within any parcel or any contigi.i(')us area.
E19 C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
Elp D. Site PFCPZIration within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
Site preparation within the one- n red-year f loodplain as depicted
on FIRM Mapof any watercourse®
F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Star water 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.mmmore of the above, lease submit Two^co�copies of a Sto water Nlana ement
P P � Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
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7 8 9 10 I I 12 13 14 15 1 6 17
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1 1/2" 0-8 1/2" RESIDENTIAL GENERAL NOTES
m
.62 I MISC. GENERAL NOTES (
ID
1.THI5 PROJECT 15 RENOVATIONS TO AN EXISTING SEASONAL SINGLE FAMILY RESIDENCE,CLASSIFIED AS 7`
f•----- - I I 2.TME HEIGHT OF THE BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE WILL BE 15'-9".
3.THE TYPE OF CONSTRUCTION 15 TYPE V(B).
7•S4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 RESIDENTIAL CODE OF N.Y.5.AND
vo i I j (3) 2"x 8"P.T. THE AF$FA WOOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION.
5. DESIGN LOAD CALCULATION ARE BASED ON: It
LIVE LOAD:A5 PER TABLE F\30;.4,RESIDENTIAL CODE OF NEW YORK STATE.
I6"O.C.. U U
DEAD LO D C LCUL ED AS PEP P301.3 S PER RCNY5 �\
A SNOW LOAD:45 PSI GROUND SNOW LOAD(AS PER FIG. R301.2(5)RCNYS. V �
T•s� I @" z = SEISMIC DESIGN CATAGORY R 120 MPH 3 SECOND GUST. �� � 5� I2.
in
x xx N i- LOCATION LIVE DL-AD DELECT LIMIT
30 N W ;J I IST.FL. 40 LB. 12 U3GO
T N 2ND.FL.(SLEEP AREA) 30 LB. 12 U360
ATTIC(NON STORAGE) 20 LB. 10 1./360
ROOF 20 LB. 15 L/3E0
0 L i
(3) '2 x 8',P.T.
G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS,
TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN
�7 CONNECTION WITH THE WORK. R/
1 (3) 2"x 8" P.T. i THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED OR
0 O IMPLIED IN THE USE OF THESE PLANS. 0
0) n �+ (b* 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCA E
(0, r�t7 O V DRAWINGS. FOLLOW DIMEN5'ON5 ONLY.
/ J I 8.CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS NOTED.
L O) �p 8"DIA. CONCRETE 50NOTUBE Ij ,' 1
CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARYTO COMPLETE THE
2 Com' ON 2'X 2'X I'D. CONCRETE WORK.
PAD AT 3' BELOW FINAL GRADE ':..! o� 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS
ON UNDISTURBED 501E(TYP) � I;I AND SPECIFICATIONS.
/I// jj 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF
-�7
�� �� I (2) 2"x 8"P.T. 1 _ OCCUPANCY.
(3) 2" x ,5"P.T. »� j 0 i _ DEMOLITION
1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND PARTS OF EXISTING ROOF AS INDICATED ON �-
s 7 6 I I I ?I - DRAWINGS AND AS NECESSARY,AND REMOVE DEBRIS.
S 4 , __. __1 _. _._
"I, 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR
co
I ch INSTALLATION OF NEW YORK. 0
3.ALL NEW YORK STALL MATCI' AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS
OTHERWISE NOTED.
@v4.
EXISTING STRUCTURE AND INTERIOFS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING
p ;: DEMOLITION AND CONSTRUCTION
» C) Z Z Z -- -- -"-J LU
5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO RPMA'N AND SHALL NOTIFY ALL UTILITIES AND t
>n �;O �p O TELEFHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP, REMOVAL,OR CAPPING OF EQUIPMENT W
B R 0 0 K � to x N x N: X Ni I _..._.. ..__.._..___,.....__!; AS NECESSARY.
N I uJ J W J W J
FOUNDATIONS U� '
1.ASSUMED SOIL BEARING CAPACITY, 1,500 Ib.iSq,Ft.
S
_ �/ _ Ou 2.CONCRETE TO BE PLAIN, REINFORCED, ,UND psi.-28 DAY TEST.
I D 3.ALL NEW FOOTINGS TO REST ON VIRGIN,UNDISTURBED SOIL.
4z_ CC) R E -.....1 1 ..-. ".-....I GENERAL CONSTRUCTION
96 U� I I (3) 2" x 8"P.T. �- I I 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR W
"` 1 i 1 i 1 REASONABLY IMPLIED A5 NECESSARY TO COMPLETE THE WORK.
n _._I 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING.
REMOVE EXISTING
O �J Q
3,INTERIOR TRIM SHALL MATCH EXISTING.
4. FRAMING ELEMENTS:
STAIR / Og A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STF.UCTUPAL GRADE N0.2
OR BETTER.
B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DPAWINGS,AND SHALL BE INSTALLED,CUT Q
AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS.
0 (� 2 = = C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS As INDICATED.
D /~ W TAI(\ ^ A D.ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNES.
l 7t E.ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, '-0 AND OVER ,^ (�
WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN,OF(2)2"x8"OR AS SHOWN ON DRAWING. L J ± I I Ir
LOCATIONS. AD`O � ^ 7
8 I ( -
cq �0 F.SOLID BLOCKING SHALL BE PROVIDED FCR ALLJ015T5 AND FLOOR BEAMS AS PER N.Y.S.CODE
V G _._. _....... ............ ... .I. ." ..
OR A.�NOTED @ 8'-O"O.C.MIN.. PROVIDE 2"SPACE FOP AIR,CIRCULATION IN ROOF.
cj
I G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS.
2J n r, \ H.PROVIDE DOUBLE UP FRAMING UNDER ALL PO5T5 AND PARALLEL PARTITIONS OR A5 NOTED ON ._ . _»•_• __.. •_._ _4_•__ I } p ___ -_
STING FLOOR: 5.91
/- �Q CONNECTORS BY"SIMP5CN
Q , J" w�� ` " CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL
PRIOPOSED OOR:B 0 �! Cb t (3) 2 X 8 P.T. J. NAILINGSSC WOOD
i D NG.
-- r•- APPROVED EQUAL. 1
•2 1 1 " ! SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM.ALL 2"x6"STUDS ® ( E
� �..,� � � SHALL RECEIVE 5 I Od NAILS AT SILL AND PLATE.ALL EXTERIOR HAILS SHALL BE GALVANIZED. SEE �
BUILDING TO BE RAISED = ATTACHED NAILINGnSHEATHING TO BE NAILED 8d NAILS n 4" ! i '
ON EXISTING FOOTPRINT ~ _ __ m I - G O.C.EXTERIOR EDGES AND Gd NAILS @ 12"
W D R YWE L l_ ! " { I I O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE.
/j L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. ! I
REMOVE EXISTING �� ,� ' J ^ (i ! M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE • I I I
{ OUTDOOR " TYPE CONNECTORS BY"SIMP5ON"OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS,FROVIDE
STAIR i l A x D• SHOWER I' HUPP CANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS, v i I b•- �- t _-w�•-W-_-
J `t 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS
0 (0• ``� I 71-77/811 7'-7 7/8" 7'-7 M! I's ( REQUIRED.
_...
6. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. I --- -•- �•-•-_.�.._ .,..,_.._.'._
S ;a 7.CCNNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995.(5EE NAILING00
-
i i SCHEDULE)
' APPROVED RUBBERIZED
�/ L 8. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR
c '` MEMBRANE.
g ),
' 9. FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKE"S SHALL BE ALUMINUM.
O.S-EP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EYCEPT
1
/y, /C I t.;' ;, _i I STEP FLASHING AND COUNTER-AND CAF-FLASHING..HALL BE USED AT INTERSECTION OF ROOF AND tl, I j I I I
V / ` <f- I CHIMNEY,AND ROOF AND WALLS,
i I I i III i
/�' ` 1 1. INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE U
1 ,� 22'-1 1 I/2" 2-1/2 Ib. DENSITY FIBER-GLAS5 BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED
I2. NEW INTEZIORFIBROUS GLA55 NDOORS SHALL MATCHT�STIN . Ib 70. O
9 9 r'96 3, NEW HARDWARE SHALL MATCH EXISTING. T)
9 4.GYPSUM BOARD SHALL BE EASED EDGE TYFE,CONFCRMING TO ASTM C36,AND SHALL BE f1
1 "SHEETROCK SW'BY U.5.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD TIIICKNE55 SHALL BE t) J
/2" Q� O U N D A T t O � �' L A N 15.ALL NEW AND REPAIRED GYP. BOARD SMALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR
O CORNERS SHALL HAVE METAL CORNER BEADS.
SCALE: 1/4"=P-0" PLUMBING
O 1. PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES un BROOKS COTTAGE
NECE55ARY TO COMPLETE ALL NEW PLUM 31 NG WORK REQUIRED BY THE DRAWINGS
AND SPECIFICATIONS,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE LU
#4 BREEZY SHORES
!
LAN
WORK.2. CONFORM TE'HE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH
REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE GREEN PORT, NEW YORK
APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES"AS PUBLISHED BY
NAILING SCHEDULE THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION.
CLIMATIC AND GEOGRAPHIC CRITERIA W
(PER AF$PA AMEP.ICAN WOOD COUNCIL WFCM FOR 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE
GROUND SNOW LOAD 20 PSF (PER FIG. R301,2(5)RCNYS) ONE AND TWO FAMILY DWELLIN,'S 1995 SBC HIGH WIND EDITION) SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE
WIND SPEED 120 MPH (PER FIG. P301.2(4)RCNY5) PLUMBER SMALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF T
BASED O N SURVEY B Y YO N D YOUNG SEISMIC DESIGN CATAGORY B (PER SECT. 8301.2(2)RCNYS) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING SOUTH CLD.
WINTER DESIGN TEMP I I°F (PER TABLE N 110 1.2) 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,
FLOOD ZONE X (PER FEMA MAP) ROOF FRAMING CERTIFICATIONS, LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND
LU
,. SURVEYORS
FROST
WEATHER NG°PROBABILITY SEVERE (PER FIG. R301.2(3)RCNYS) CEIPTH LING JOISTT TO OP(P ATE(TOE-NAND) CTION.
3G11 TOPOE-NAILED) 3 PER RAFTER FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION.
3 PER JOIST
DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH IAP ELECTRICAL
FOR BREEZY SHORES C 0 M M U N I T Y CEI LING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH AP 1• FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES
- " ROOMS OTHER THAN SLEEPING 40 PSI (PER TABLE 301.5 RCNYS) RIDGE STRAP(EACH END) 2 PER TIE NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW
S C T M N 0 1000- 53- 05- 12. 6 SLEEPING ROOMS 30 P51 (FER TABLE 30 1.5 RCNY5) - c Q
- BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO:
ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301.5 RCNYS) RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING,
ATTICS WITHOUT STORAGE O P!51 WALL FRAMING SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO ` RENOVATIONS
DEC. 3 0 2010 STAIRS 40 P51 (PER TABLE 30 1.5 RCNYS) APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES
L_�J TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Ed PER FOOT WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOIST EA.SIDE AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND
STUD TO STUD(FACE-NAILED) 2-I Ed 24"O.C• INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND
HEADER TO HEADER(FACE-NAILED) I Gd 16"O.C.ALONG EDGES ELECTRICAL DISTRIBUTION SYSTEMS.
TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 6d,3-1 Gd,4-1 Gd PER 2x4, 2x6,2x8 RESFECTIVELY 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 ELECTRICAL2 0 ' r
1 BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-1984 J
END JOIST OR BLOCKING(FACE-NAILED) 2-16d PER FOOT (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),
THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER U_,
FEMA BASE FLOODPLAIN E L. 6. 0 FLOOR FRAMING APPLICABLE CODES, IN THE EVENT OF CONFLICT,THE MORE STRINGENT
JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST REQUIREMENTS WILL APPLY, •+
BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS SITE PLAN AND
BLOCKING TO JOIST(TOE-NAIL-FD) 2-8d EACH END LABORATORIES, INC. LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ( 1
BASED ON FEMA MAP #3 610 3 C 015 9 H 9/25/2009 BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK WILL BE INSTALLED. U
LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 6d EACH JOIST 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE W FOUNDATION PLAN
JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-8d PEP JOIST SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. H
BAND JOIST TO JOIST(END-NAILED) 3-1 6d PER JOIST 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES
BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 6d PER FOOT AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES,
DRAINAGE CALCULATION : AND ANY OTHER APPLICABLE JURISDICTION,
777 S E x 1 x 0. 17 - 13 2. 1 C E ROOF SHEATHING G.CARBON MONOXIDE DETECTORS I CONFORMANCE WITH APPLICABLINTERVENING
CODES
STRUCURAL PANELS 8d (TABLE 3.8) SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL �J
DIAGONAL BOARD SHEATHING SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS
ARE NOT ACCEPTABLE, ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH
PROVIDE (1 ) 8'D I A x 3'6 D D R Y W E L L (147. 8 "x6"OR 1 WI 2-8d PER SUPPORT SLEEPING QUARTERS ARE LOCATED. Q
"x 10"OR WIDER 3-8d PER SUPPORT 7,SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK
CEILING SHEATHING STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NFPA NATIONAL FIRE �r
C E CAPACITY) GYPSUM WALLBOARD 5d coolers 7"EDGE/ FIELD ALARM CODE NO,72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING
AREA, IN EACH SPLEEPING AREA,AND ON EACH FLOOR LEVEL.
WALL SHEATHING SEPT 9, 2015
5TRUCURAL PANEL 8D (TABLE 3.9) O
FIBERBOARD PANELS
7/16" 6D 3"EDGE/6"FIELD ry
25/32" 8D 3"EDGE/G"FIELD
GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD CD
HARDBOARD 8d (TABLE 3.9)
PARTICALBOARD PANELS 8d '- Ly --
(TABLE3.9) .. I^�'IP 1p:ry".-�.s.. ' i!^�" : °
DIAGONAL BOARD SHEATHING �
"x6"OR I"x8" 2-86
PER SUPPORTT` ,�•
I"x 10"OR WIDER 3-8d PER SUPPORT U;, .IF. f�t»±
A f. "rr•4
FLOOR SHEATHINGLU
' ,` ,} {J 1
STRUCURAL PANELS k i [,:I
I"OR LE55 8d 6"EDGE/ 1 2"FIELD ` I?
g
GREATER THAN I" l P'!•'' t>,, ars n.,
Od E"EDGE/6"FIELD
DIAGONAL BOARD SHEATHING �� - ` _ ^T "'^; 1,` f 7. ':
1 NO OR I 1x8" 2-8d PER SUPPORT 1.' �,c,Jy.-•M q.`n.". .•+ ",*, . n/
I"x 10"OR WIDER 3-8d PER SUPPORT
�•,,... r.,-� �- firs•"; "�"";r,�
I 2 3 4 10 1 1 12 13 14 15 1 6 17
Foundation Notes:
The contracUfa;r Fy all rneasurements in Hhe -field -nd any
ij to, verif W
d'1screp,l:.mf,-;ies arae, to be brought t(.,) the Engineer prior to construction,
I - AH concrete �3,,500 Psi exter 2'18 days nninirnum, Q0
14 J�,14' J 4" 4-0" NEW WINDOWS
PHASE 1 1 2 - All retial~ ASTM A61 5 Gnade. 60. 0
>1
NEW 0 3 - Footinigs are to be instailled Or) Lindisturbed virgin soli. Th(-.� boftoimis of all
STOOP
AND § forotling,,�.,b ara, fia be installed a rninimUM of 3' belmm grade unless indicate-d
.STEPS CL/
0
4 - Backfll around footings and pier is to be clean matedal and is to be
melcIly compacted in 6" lifts b��, 95% of maxi,-i;um dry dk,�-�nsity,
hanicmf
5 -, The areas 1r)r.+DW tl"ie is are to be filled with soi! to grade;
levell.
Frar-mirig iNlotes,
Z1"he contractor is to verifyall measureinn,ents in thefield and any
disc,repancies am to be brought 'to the att-rition of the Engineer prior to
NEW
Simpson H2.5
< STOOP Exi5tincj 2xG FJ
AND ZMax Ties All FJ to
e
All Beams
STEPS
to
1 The 7 by 7 :�j b_eaarts are to be ACQ flo^ 2 Southern Yc�llovf Pine,
2
17 x 7
2 2
1,,e 5.5 x 9,5 bearns art-,, to be Leovel 3 V,,'olmanized R-)ralla rn by il_r ve"
J 2 - 'T
erimeter
0
Beam
TRAS JiDiSt.
Wood Dlockincj
4'- 5impson LC5GG for LVL Deam5ana at Piers d
AN straps, connectors, bolts, nails, etc. are to be galvan�zed, ZN'ax LU
5.25 x 9.5 Level 3 LCE358 for 7 J-x 7-L Beams All are cc,Ite�d Cir sto6nl-ss steed. Dcesigna4,e�d cormectr.,)rs, strap etc� or) Unese
Wolmanizecl Parallam 2 2
to be Zmax
dr��.,.,wings are rna&,,� by Siff�PSon unless indilcateld othierwfse� Al! connectors,
-z-�-,1?/--,zz ZZ17ZZ straps etc. are to be naded/bolted iri accordz.)nce w-th VhiIe masntiffacturer's
NEW DOOR AN1
5TEP5 PHASE I GRADE 18" 0 5onotube Pier
0
P e,C f i Ca t F. 13.
I G"x I G" CONCRETE
No. 5 Rebar LU
FILLED REINFORCED
Rebar i >
No. 5 CONCRETE BLOCK
PIERS 13ELOW
GRADE (PERIMETER -'jcooe, of�,'Vork
2'G"x 2'G"x ONLY).
10" Foot1nCJ
Sectire the services of a surveyor to verity, flhe erxisting (,,,,0evafion of the, In
W111111�1_1.4,
grade around the bui.k. irig and flhe first floor ofthe building, Adiust the
2'G"x 2'G"x 10" Footing e',evafions shmvn on the drawing as necessary to a5'SL.1r0' that the top of the
O REVO\A� DOOR FOR I
Nt-W WIN DOW -Gil
2 finisned floor is 2 feet- above the 13z,,Ase Floor, Elevation, at conclusion of C\J I
/,PHA5E Ii I oe
thie work.
7-
t
REMOVE i
EXISTING OUTDOORii fOUNDATION PIER 5ECTION "I'nst, H e2rosion control syste�mns as shoi,%,,n in the p!an.
NOTE: EXISTING W1NDOW5'rO DE REPLACED STEPS SCALE 1/2"=10'
SHOWER I
EXCEPT AS NOTED
r -fliding into the dry wells.
umip standing vivater from areas belo%.v the b,
it ......... ......
Irrstall (14) 8' x 3.55' d'-If:,�p p�ecast concre,-,te dry ,Ojells in area, of lot sho,,,vn in
H the sile drawing on this page. Excavated soR is to be nrOxed wifln clean sand
(S)
and usre;d to backfill area i-inder kfildii'lg
4'-Ol'
GROUND f L 0 0 R
*Instafll tempomary shoring under existing building. The building is to be
SCALE: 1t � _
14"= P-0" to an d'evation at. least -1 fool, above the final elevation to facilit,,3tc
O
instaflCation of the fOLII-sdration systern,
✓1Jf 1 . (S)
_Z,ZZZ Zj NOTE: EXISTING STRUCTURE (EXISTING FOOTPRINT) Rm
ecive, existing brid� foi.vridzAion ano9ir--,,
d r debris froa"i below the.,
I IN D I CATES NEW WALLS TO 15E RAISED ONTO NEW FOUNDATION AS <
INDICATED ON FOUNDATION PLAN AND SECTION, -noved from the s,"te and properly disposed.
___,."„_,-.,_.---_-_..E bu�ilding, All rnaterial is to ret
€.._,_.,.._..__.______”_".._..____._._.._.__..._.,,..a TO COMPLY WITH FEMA FLOOD MAPS. OUTDOOR 'E-ROSION C'/'ONTROL. MEASURES
INDICATES EXISTING WALLS TO REMAIN SHOWER AND STPES AND LANDINGS ARE NEW. ...... 0
NOTE: EXISTING TO REMAI IN EXCEPT AS NOTED F, Excaw.,ite soil as necessary to instal! r,,,ew pot.m,-,.�d (.mncre:-�te footings ar)(I 0) BROOKS COTTAGE
i I^J 0;:THE U'�,�'�'A PERMIT AND
1 ':_!;"ieSID'EIC, DURING'TNE COURISK OF ;Jr STR,'JC'F0!`,,1,CE RTAIN!EQ035,0NIAINTpiers. Excavated soil is to retained belovv t1he building as ra'ILICJ-1 as „Cssibicl, LU
-Y SHORES
KD0'11ENT C01kr7H30! k1A3!..;l ,7S ()M;- TO PREVEtfl"THE
#4 BREEZY
TRANSI",OF17 0,F SE70!Mf--11,1T 7(" REA ,RDND,3 '04 ER COU! SEs' !�;RAINIM_
Install new floor beearns as slho-wn in the plans, GREENPORT, NY
PILET,S,PECHARGE BASINS,ETC. fl;�', 1" t'�
"I'ON PROGRESSES,1317 THE LU
DiCTA 0 (,CN,0j 1 IC;:i'»::,
CO"0(10,43 3,HALL BE
* Set existing structure down onto nevti floor framing system and :secure all
EXIS i iN,'3'VE(_;ETA1 11") BF PR011C7� D AND)R-1AIAiN filoor existing joists to tlh�e bearns as indicafed in the drawing,
SEJE) LU
CLE,-%,R.ING ANT,GRATAING SHIALL BE SCHF."DIJILED 30 MSTO H,',t(,.
Ei817_
or EXPOF"ITE D AREAS ANtD)THIP LEN-':,T'H THAT ARZFASARt'EXl"0aD1 >—>
13�ackfill ff'ie areas below the btdldina fo the existing gnade e�evafion with
LENCT H AP,D STFE'P$;rSS OF SHALL
.F-'.} ;_CE ',','UNK.)R-VEI_C)CFI;ES. clezin smld, RlaEta soil exc.-a /ate d for the dry v,�eils and any material
1`11'SH;".LL BE RIE"?AINED OIN,THE IS!TE.
BEAM excaw.Mb,'A. iin order to inst, 11 the foolUngs,
LL_
.'PFCIRC N'Iz-l'HCDS:Al',40!tAATSR1A1�9 OF UZOS! RENOVATIONS
CONTROL OCINFORRTC)THR" `1nstall allurnintim gLifters arid lead�,-.,rs along ft,lefiront and rear roof edges,
CIJ
Install 31,213 drainiage UndergrOUnd frorn the front and rearnorthern
2. �'0DINr',ENT BARRI'ERMS HAY Af-PR0,,VU1 F0 4ALL
corners of the building to the dry wel!s,
tu U-4
B�iNSTAILE D AS MU ? iRED kgi'11.1(3' LIVIFI S Or -T�
OF:THE vl"ORK NO S11E'DJtJEJ-,;1T
E S�`"l L.6,'H PER,n,I)7M D-10 Ot-FRO
ADJA'CEN OR ROADS
tu Lu
lk 0 Fl-egrad.e excavated arleas, and around build;PFig and plant gnass seed.
0 0
0 0 0z f LOOP, PLAN
0 GRADE'D AND,7R!1 ED STAMUZ�0
ir11011JGHT1-KUSE-i)� TUA,,POR"RY SFU*51NG AS I`1EQ!At,-JET1 SEEDIN0,FURES�',HA�J_
lu z SECTION
SE;'j ACDON',TC)ANICIL,Vv"7H 80;L CON',"ER` AThu"i SERVIIC,�
NOTES
4. D RA�NIA G E i'P��L E IP�1�43,TA 1,11 E D A S PAPI OF 1`16-1,1E PRC),J'_'0 T SHA L L Bit"'F'RO T EC I D
SIE ID�. N 41 B, R,R i'P R El i V r-"I T
F ROAl S E D IV,E��1'F,U 0,D Sr T H Rl-5 03 H HIR 1 VSE 0'
T
TRAPS L; ft`,S REQUli,IED,
INS-PECTION AND"'AAli.,JFNANCE CF I'S,,TOH',
PE RFOR�.'%IED DAILY E,",/THE 0IR"PRIOR-10 5 E START
UPL-5 INCLUOE,BUT AR,,E"OF UMTED TO,01EAN!ING MNC)r-jR REE-PrI101R,Orr
SEPT 0, 201 5
"t.P F,R,,)P i 1,-,.T E NII EA N S H,A L B E U'SE:D T CCO�yJR 0L f Ur,�:J Et'JRO Jr3 lLl
t. CO3N5T:=110N
41-F ,HALLDRREVE-NIT
NEW FOOTINGS 5EE NEW FOUNDATIONS IN PLACE. 30L ANK.'L00, :DEi`,,'MS Ki"N'G OiNIP",LOCAL rll.aALII ; T!jE
A2
ENGINEERING PLANS, CONS1"RU'CT.!ON ENrTR ikNCE';,-,,'iALL BE fVA)NT AIW�D SITE i PER'AA;el��NTU A LLJ
!7
�TPC -AZ-`-D
E C T 1 0 N S. SrMMENT •
P.i".lkl A F i JI.. I J IN 11'1 L 0 L.A N r I 1?�',i T!i RS E 01 AIR F.:,8 E P E'�M,.A NEf,J L Y r_,A E,,L 1-7
CLI
SCALE 114"=1'0" TS11 PAVED ARF-AS SHAI�A_KE
CLEANE El ANLEI LUSNEED ASNECEzE`,j,1`:y,
I �- 6 7 9 10 1 1 12 13 14 15 1 G 17
REMOVE VENT, PROVIDE 2'x2'
NOTE: ROOF STRUCTURE TO BE AWNING WINDOW W1 POLE
------ RAISED 12" CRANK, PATCH AS NECESSARY.
NEW CEDAR SHINGLE
...........
ROOFING
NEW CEDAR SHINGLE ............
ROOFING
REFRAME FOR AND PROVIDE
NEW LOCATION FOR EX15TING
DOOR (REMOVED)PATCH AS
NECESSARY.
EXISTING SHIP
LAP SIDING TO
REMAIN-
REPAIR/ 5/4"x4" AZEK
DOOR 0
REPLACE AS —
NECESSARY, i 7 ' WINDOW
SAND
TRIM.
.................
REPAINT,
............
is
R/
O
NEW D.H. WINDOW t LU
L7
IN EXISTING FRAME
NEW D.H. VVI N*U VV-i
OPENING,
EX15TINGFRAME OPENING,
..............
J—
j
I"x8" AZEK NEW STEPS AS
NECESSARY
I"x5" AZEK
uj
LU
GOAD 5 1 DE ELEVATION
WEST ELEVATION
PHASE I- PHASE I-
5CALE 114"= 1 '0"
SCALE 114"= PO' LU
CD f
Ln II
j-
NOTE: ROOF STRUCTURE TO BE
RAISED 12"
REMOVE VENT, PROVIDE 2x2'
...... NEW CEDAR SHINGLE
AWNING NG WINDOW W1 POLE
J
ROOFING
NECESSARY.CRANK, PATCH AS NE
............
NEW CEDAR SHINGLE
I"XG'AZEK FASCIA
ROOFING
BOARD I
EXISTING SLIDING GLA55 .......
DOOR TO REMAIN,
EXISTING SHIP 514"x4" AlFK PHA5ff- 1 :
A5-BUILT WINDOWS LAP SIDING TO DOOR TO BE COMPLETED SPRING 2015 C
WINDOW
........ REMAIN- NECESSARY
EXISTING SHIP
REPAI R TRIM.
m
LAP SIDING TO QD
REPLACE AS RAISE COTTAGE
- RUA
5/4"X4'AZEK
REMAIN IR/ NECESSARY, NEW IFOUNDATION
13ROOKS COTTAGE
NEW PLATFORM AND STAIRS AT EXI' LLJ
REPLACE!AS t
REPAINT, NEW UPPER GABLE WINDOWS
NECE-55AKY, [ : i� .1 11 1
SAND REPLACE CORNER
NEW D.H. BOARD #4 BREEZY SHORES
EXISTING C)
5AHD REPAINT. WI N D OW(E �E55). NEW ROOF
D.H.
GREENPORT, NY
WINDOW,
............
........... f
U-i
ig ......
....
....... 7� 77-
----------
7
p; t
V,J
4.2i I"xB" AZEK RENOVATIONS
NEW STEPS ;Jv
I"x8" AZEK PHASE I
LEVATI ON
EAST ELEVATION I ON
WATER 5 1 DE
Q) ELEVATIONS
PHASE I PHASE I LU PHASE I
SCALE 1/4"= 10"
SCALE 114"= 10"
Q)
rv/ E3
0 SEPT 9, 2015
ry
7 T
iY I F,A V 0 F k •
z)
vio
�Q_
. \ U,V'7C`-�i
(I'. 1-7i D 7--P,TP7
'All"74,17—_D A 11t.:D?
LLJ
(v
f. "A
S . : �. �� l F . CD
r-, 77 r 7 e- 01 ry
V