HomeMy WebLinkAbout43744-Z Town of Southold 8/3/2020
0
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
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CERTIFICATE OF OCCUPANCY
No: 41297 Date: 8/3/2020
THIS CERTIFIES that the building FIREPLACE
Location of Property: 1665 Albo Dr, Laurel
SCTM#: 473889 Sec/Block/Lot: 126.-3-18
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/8/2019 pursuant to which Building Permit No. 43744 dated 5/14/2019
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:
fireplace to an existing single family dwelling as applied for.
The certificate is issued to Roberts,Keith&Cecelia
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Autho ed Signat e
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
ry TOWN CLERK'S OFFICE
��_. p } SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 43744 Date: 5/14/2019
Permission is hereby granted to:
Roberts, Keith & Cecelia
1665 Albo Dr
'PO BOX 364
Laurel, NY 11948
To: add a fireplace to an existing single family dwelling as applied for.
At premises located at:
1665 Albo Dr, Laurel
SCTM # 473889
Sec/Block/Lot# 126.-3-18
Pursuant to application dated 5/8/2019 and approved by the Building Inspector.
To expire on 11/12/2020.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00
CO -ADDITION TO DWELLING $50.00
Total: $250.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1 Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2 Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3 Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains 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:
I 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
Date 5
New Construction: Old or Pre-existing Building: (check one)
Location of Property: W6 o�wei
House No. Street Hamlet
Owner or Owners of Property: t
Suffolk County Tax Map No 1000, Section 1221-, Block Lot g
Subdivision Filed Map. Lot:
Permit No Date of Permit. Applicant-
Health Dept. Approval: Underwriters Approval
Planning Board Approval- /
Request for- Tempora Certificate Final Certificate _ (check one)
Fee Submitted $ SV
Appli nt S' r
Building Department An„plication
AUTHORIZATION
(Where the Applicant is not the Owner)
L -17 ; o-)09 ,Z S residing at /665— '2 1 L�,f
(Print property owner's name) (Mailing Address)
do hereby authorize ?08F-ET 8P,-DW IJ
(Agent)
T, �C to apply on my behalf to the
Southold Building Department.
(Owner's Signature) (D te)
(Print Owner's Name)
PD� Fi
DD
VII, MAY 1 4 2019
TOWN 99 SOUTU&LD
e r'� �O�aOF SOUTy��
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
= =
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ j,, FOUNDATION 2ND [ ] IN LATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: �O
DATE �� �� a"� INSPECTOR
�� o�aOF SOGIya
h
* # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST- [ ] ROUGH PLBG. -
[ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: & *4
C•
DATE 7 �"� INSPECTOR
Robert I. Brown Architect, P.C.
U D 205 Bay Avenue Greenport, NY 11944
JUL 2 7 2020 info@ribrownarchitect.com
631-477-9752
BuffiDYNG DEPT.
T(,. ('17TH®LD
J
July 21, 2020
Town of Southold'Building Department
Southold,NY 11971
Re: Roberts Residence
1665 Albo Drive, Laurel NY
BP No. 43744
This letter is to confirm that based on photographs and inspections of this project and to the best
of my knowledge, belief and professional judgement,the fireplace,flue, chimney and hearth have
been built in accordance with the plans and all applicable codes and manufacturer's
specifications.
If you have any questions, or require additional information, please feel free to contact me.
Thank you for your attention to this matter
s
Since r ly, ir-O AR�y�
p
-, 3 r
Robert Brown, A.I.A. '°° ST 1634oQk
9TH OF N \��l
FIELD INSPECTION REPORT DATE COMMENTS
• X
FOUNDATION (1ST)
----------------------------------
'FOUNDATION (2ND
z
ROUGH FRAMING&
PLUMBING
INSULATION PER N.Y-. y
STATE ENERGY CODE
FINAL �-7 �d�► . o
ADDITIONAL,COMMENTS
t Z
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Ar
z
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f.
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 �/ Survey
SoutholdTown.NorthFork.net PERMIT NO. 'e(3 F `t Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined ,20 Storm-Water Assessment Form
Contact:
Approved 20
' to:-
Mail
Disapproved a/c t Nq
Phone:
Expiration 20
'_i.- F 9Building1nspCc-cto _,.
, y ?
AP LIGATION FOR BUILDING PERMIT
��Y 8 201
Date 5 20
INSTRUCTIONS 4—
_ Y:IJ
a. This applicafidn' 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.
��i natur f a t name,if a corporation)
( � '� PC-
ren (19
(Mailing address of pplicant)
State whether applicant is owner, lessee, ent, c :te�ct a gineer, general contractor, electrician, plumber or builder
r
t
Name of owner of premises
(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.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section
Block Lot
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
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration—
Repair
lterationRepair Removal Demolition Other Work
(Description)
4. Estimated Cost- N00Fee
(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 (p Rear _Depth
Height ��p' Number of Stories I
Dimensions of same structure with alterations or additions: Front Reagr
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear L , 1 1 Depth'
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated r- q0
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
14. Names of Owner of p mises 64YA, Address ' 6^1
Ian Phone No.
6AhName of Architect Address v hone No 51 7
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO�Q
* 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\"d
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY O
being duly swom, deposes and says that(s)he is the applicant
(Naine of individual signing contract) above named,
(S)He is the
( ontractor ge t,,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.
Swom to before me this
day f 20 1 L1
Notary Public CONNIE D.BUNCH 'gn e Applicant
Notary Public,State of New York
No.01 BU6185050
Qualified in Suffolk County
Commission Expires April 14,2Q10
ROBERT I. BROWN, ARCHITECT P.C.
205 BAY AVENUE GREENPORT' NY 11944
631-477-9752 FAX 631-477-0973
info ribrownarchitect.com
Transmittal
Date: May 8, 2019
To: Southold Building Department
Re: Roberts Residence s `
i s t
1655 Albo Drive
Laurel,NY dv.
SAY 8 2019
(hand delivered 5/8/19)
To
V " 5
Enclosed please find application and drawing for interior fireplace.
Thank you,
J
t
Karen Szczotka
Agent for
Robert I. Brown Architect, PC
ISSUES/REVISIONS
RESIDENTIAL GENERAL NOTES
ALBO DRIVE MI5C. GENERAL NOTES GENERAL CONSTRUCTION NAILING SCHEDULE CLIMATIC AND GEOGRAPHIC CRITERIA
1.THIS PROJECT 15 THE ADDITION OF A PRE-FABRICATED FIREPLACE TO AN EXISTING ONE 5TORY, 1.PROVIDE ALL LA60R,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARY TO (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR GROUND SNOW LOAD 20 P5F (PER FIG.P301.2(5)RCNY5 2015)
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR
SINGLE FAMILY RESIDENCE,INTERIOR WORK ONLY EXCEPT FOR ROOF PENETRATION. ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG.8301.2(4)RCNY5 2015)
2.THE PROPOSED HEIGHT OF THE BUILDING WILL NOT CHANGE. REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. SEISMIC DE51GN CATAGORY B (PER SECT.8301.2(2)RCNY5 2015)
2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING
3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). 3.INTERIOR TRIM 5HALL MATCH EXISTING. WINTER DESIGN TEMP I I"F (PER TABLE N 1 101.2)
N G90 13' 10" E 99.25' ACT. 4,ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF N.Y.5.AND 4.FRAMING ELEMENTS: ROOF FRAMING FLOOD ZONE WA (PER FEMA MAP)
THE AF t PA WOOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER FR05T LINE DEPTH 30
5.DESIGN LOAD CALCULATION ARE BASED ON: OR BETTER. CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST WEATHERING PROBABILITY SEVERE (PER FIG.8301.2(3)RCN)5 2015)
72.20' LIVE LOAD:AS PER TABLE 8301.4,RESIDENTIAL CODE OF NEW YORK STATE 2015. B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOAD5)
AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP
----- - - - - ----- - -- - DEAD LOAD:CALCULATED AS PER P301.3 AS PER RCNY5 2015. C.ALL SHEATHING TO BE APA RATED,EXP05URE 1.THICKNE55 AS INDICATED. PER TABLE 301.5 RCNY5 2015
SNOW LOAD:20 PSI GROUND SNOW LOAD(AS PER FIG.8301.2(5)RCNY5 2015. D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4'MIN.THICKNE5. RIDGE STRAP(EACH END) 2 PER TIE ROOMS OTHER THAN SLEEPING 40 P51
WIND EXPOSURE CATEGORY'C',FOR 130 MPH 3 SECOND GUST. E.ALL HEADEZ5 G'-O'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER BLOCKING TO RAFTER(rOE-NAILED) 2-8d EACH END SLEEPING ROOMS 30 P51
WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8'OR AS SHOWN ON DRAWING. RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END ATTICS WITH LIMITED STORAGE 20 P51
LOCATION LIVE DEAD DELECT LIMIT F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S.CODE WALL FRAMING ATTICS WITHOUT STORAGE 10 P51
OR AS NOTED @ 8'-O'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT STAIRS 40 P51
15T.FL. 40 LB. 12 U3GO G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd J015T EA.51DE
2ND.FL.(SLEEP AREA) 30 LB. 12 U3GO H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON STUD TO STUD(FACE-NAILED) 2-1 Gd 24"0.C.
ATTIC(NON STORAGE) 20 LB. 10 U3GO DRAWING. HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGES
ROOF 20 LB. 15 113GO 1.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL
CONNECTORS 13Y'SIMP5ON"OR APPROVED EQUAL. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-16d,4-I Gd PER 2x4,2xG,2x8 RESPECTIVELY J. NAILING SCHEDULE SHALL BE AS PER N.Y.5.BUILDING CODE AS A MINIMUM.ALL 2NG"STUDS BOTTOM PLATE TO FLOOR JOIST,BAND JOIST,
Q) G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, SHALL RECEIVE 5 IOd NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT
Q O TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ATTACHED NAILING SCHEDULE.
Ln FLOOR FRAMING
� CONNECTION WITH THE WORK. K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGES AND Gd NAILS @ 12' JOIST TO SILL,TOP PLATE TO GIRDER(fOE-NAMED) 4$d PER JOIST
N
(y) THEREARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE.
L.ALL INTERIOR AND EXTERIOR FIN15HE5 TO BE SELECTED BY OWNER. BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END
O - OR IMPLIED IN THE USE OF THESE PLANS. M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE BLOCKING TO J015T CrOE-NAILED) 2-8d EACH END
LT) 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE TYPE CONNECTORS BY`SIMPSON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK
DRAWINGS.FOLLOW DIMENSIONS ONLY. HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T
8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS REQUIRED. BAND J015T TO J015T(END-NAILED) 3-1 Gd PER J015T
NOTED.CONTRACTOR SHALL FUPNI5H ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT
7.CONNECTIONS 5HALL BE BUILT IN ACCORDANCE WITH ANSI/Af A PA WCFM-1995.(5EE NAILING ROOF 5HEATHING
S I T E= P L A N COMPLETE THE WORK. SCHEDULE)
��• 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED STRUCURAL PANELS gd (FABLE 3.8)
AND SPECIFICATIONS. MEMBRANE. DIAGONAL BOARD SHEATHING
10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF 9.FLASHING AT RCOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. I NO OR I Sc8" 2-8d PER SUPPORT
BASED ON SURVEY BY: OCCUPANCY. 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT I N 10'OR WIDER 3$d PER SUPPORT
STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND
DONALD J. TASE, L.S. CHIMNEY,AND ROOF AND WALLS. CEILING 5HEATHING
DATED NOV 1 1 , 1979I I.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE GYPSUM WALLBOARD 5d coolere 7"EDGE/ 10"FIELD
DEMOLITION 2-I/2 Ib. DEN51TY FIBER-GLA55 BATT5 CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED
SCTM No. 1000-12G-3-18 WALL SHEATHING
= 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION
L- (R-G.5 PER INCH)LY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. 5TRUCURAL PANEL 8d (TABLE 3.9)
AS NECESSARY,AND REMOVE DEBRIS. 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. FIBERBOARD PANELS
14,240 5F = .33 ACRE w F- 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR 13. NEW HARDWARE SHALL MATCH EXISTING. 7/1 G" Sd 3°EDGE/G'FIELD
ILINSTALLATION OF NEW YORK.
� 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM CSG,AND SHALL BE 25/32' 8d 3"EDGE/G"FIELD
ZONE R-40 z DECK??? O 3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CL05FLY AS POSSIBLE UNLESS '5HEETROCK 5W' Y U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE GYPSUM WALLBOARD 5d coolere 7"EDGE/ 1 O'FIELD
J Z OTHERWISE NOTED. 1/2' HARDBOARD 8d (TABLE 3.9)
Z W 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR PARTICALBOARD PANELS 8d (TABLE 3.9)
Orn � � DEMOLITION AND CONSTRUCTION. CORNERS SHALL HAVE METAL CORNER BEADS. DIAGONAL BOARD SHEATHING
In
5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND I"G"OR I'x8' 2-5d PER SUPPORT
►I- O TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOKUP,REMOVAL,OR CAPPING OF EQUIPMENT FINISHES I'x 10'OR WIDER 3-5d PER SUPPORT
0 AS NECESSARY. 1. FIREPLACE ENCL05URE SHALL BE FINISHED WITH CULTURED STONE,70To
Z - o CHARDONNEYSOUTHERN LEDGE5TONE AND 30%CHARDONNEY DRE55ED FIELDSTONE. FLOOR SHEATHING
m O 5TRUCURAL PANELS
N N NOUNDATIONS HVAC I'OR LE55 Sd G'EDGE/ 12"FIELD
IA
N (n WA GREATER THAN I* I Od G'EDGE/G'FIELD
DIAGONAL BOARD SHEATHING
z PLUMBING I NG"OR I'x8' 2-8d PER SUPPORT
N/A IN 10'OR WIDER 3-8d PER SUPPORT
ELECTRICAL
WA
FROM TABLE N 1 102. 1 .2 (8402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
94.9 PACT. GLAZED BASEMENT SLAB CRAWL
CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAti1E MASS WALL FLOOR
5 G50 09' 50" W ZONE U-FACTOR U-FACTOR FENE5TRATIN R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R-VALUE SPACE WALL
5HGC R-VALUE DEPTH R-VALUE
4 0.35 0.55" 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10, 2FT 10/ 13
N/O/F HU51NG
THESE PLANS ARE AN INSTRUMENT OF
A SERVICE AND ARE THE PROPERTY OF THE
ARCHITECT.INFRINGEMENTS WILL
B. Clearances Minimum Clearances to Combustibles BE PROSECUTED
OD FRAME AS PER MANUFACTURER'S SPECS
WARNING!Risk of Firel WITHIN ENCLOSURE AREA
r " 2o18 ALL RIGHTS RESERVED
Fireplace to backwall Exclaim-36 in. 25 mm
You must comply with all minimum airs ace clearances P ( ) ( ) j IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
p Y p - � DAT%:, �7 -t'•I-., i:�.�.j
to combustibles as specified in Figure 3.3. DO NOTpack Fireplace to backwall (Exclaim-42) 1/2 in. (38 mm) I - - UNLESS ACTING UNDER THE DIRECTION OFA
required air spaces with insulation or other materials Fireplace to sidewall (Exclaim-36) 1 in. (25 mm)
Framing or finishing material used on the front of, orin ULTURED STONE FE=` Co.....- "-.0 -ti`-" LICENSED ARCHITECT,TO ALTER ANY ITEM ON
front of, the fireplace closer than the minimums listed must Fireplace to sidewall (Exclaim-42) 1 1/2 in. (38 mm) ;,r;' /,T - THIS DRAWING IN ANY WAY.ANY,SEALS ,AND ED
ON GYP BD t:!• F
n �, �r� ALTERATION MUST BE NOTED,SEALED,AND
!� ��`�� "I : ';;' i`r`' THp DESCRIBED IN ACCORDANCE WITH THE LAW.
be constucted entirelyof non-combustible materials i.e., To standoffs to header 0 in. 0 mm --
steel studs, concrete board, etc.). Failure to comply may Door opening to sidewall 24 in. (610 mm) _ -112"OAK i. FC; °`'� T' ' "LCli1"_D Robert I Brown
cause fire. FC. I �,. ,' CG.
MANTEL Additional lateral iC',
support for chimney IN TRIP 2. ��11 _;; c�, 1 F
Mantel minimum height 12 in. 305 mm) above roof or enclosed Ty •
g ( ( •..e. 3. i` :a,`l.,ai IC'I
s. i i.L1f'�`;i!9 Architect, P.C.
in chase)if needed Termination cap POLISHED GRANITE �, ,.I 20 Ba Ave. Greenport NY
above opening TILE HEARTH 4. 11,: .L - G: `'"- IC 1�'.U"r x P
Maximum mantel depth 12 in. (305 mm) ;•, Storm Collar
r c�a/;, I, i . .a , ;r C^o. in?o@ribrowriarchitect.com
Non-combustible 1 ��11 F r
ALL CC,�,ST, 4,,..L I ' 7 TIE 631-477-9752
roof flashing maintains F1��.,...1RE '1_N T S C-Tl I'.=COD!7S OF t,17 b
minimum clearance Chimney penetrates roof YChiI� STATE. P.'.CT 1=:EL,Cl t4` 1ILE FCR
around chimney y P DESIGN Of; CCtdSTRUCTION ERPIORS.
preferably without affecting
roof rafters
AR
Storm Collar j
N =NYORK STMPLY ITH AT ALL CODES OF \� ° e
T•.,
Support straps E & TOWN CODES �,, ) /�.
C)
Roof Flashing on rafter support A. Enl IIRED A S O ,� :,?
Shaded areas
chimney _ Offset&Return(with hanger straps) Flat 2 x 4 stud wall10
`-
represent _ H 1
-2 in.(51 mm)min. der, flush with
air space clearance Ceilingfiresto -. ' �: s� Attic insulation shield S r �� r,34�
P tand-offs FLOOR PLAN
required around pipe on floor of attic must be used here to keep Non-combustible material � I QGVYTRCI�TEES
insulation away from chimney -
system ,, if attic is insulated
(attic) Attic Chimney Y Non-combustible
Insulation
Shield �•' "� Framing headed off decorative[acing -
(insulation) Combustible framingtheader in ceiling joists CLIENT/OWNER
NVMM on top of V-shaped standoffs Continuous,
Enclosed space above 4' ROBERTS
and around fireplace non-combustible sealant Hearth 151
1665 ALBO DRIVE
Offset/Retum(secured Refractory LAUREL NY
Tile, stone or other
2 in.(51 mm)min. I with hanger straps) Chimney Air Kit Required in Mantel and surround non-combustible material _ / o ov c o
Canada. Outlet CULTURED STONE - STONE HEARTH
(ceiling) > t PROJECT TITLE
must be no -••-••-••--•--•�• VENEER ON GYP. BD. `� �h _. SHELF TO BE •
Ceiling Firestop Must have 2 in.(51 mm) less than 4 ft. HX4 Hearth - PARTITION J 4'-3" J SELECTED NEW FIREPLACE
minimum clearance (1.22 m)off , Decorative facing I Ext o
to header ground level. 4 and trim Metal strips are placed 2 in. (51 mm) ,
Adapter attached here(not shown) ` or equivilent under the front of the fireplace and must Floor constructed of wood or
I ti insulation extend beyond the front and sides of other combustible material HEAT N GLO EXCLAIM
\ / Hearth extension 3G"W PRE-FAB
Note: Chimney air kit and 11-10 Outside fireplace opening by 2 in. (51 mm) FIREPLACE.
L 0 in.to level are in./279-254 mm adapter combustion air Facto built fire
of standoffs not
Factory-built lace
P � DRAWING TITLE
not shown, but are required in lure 7.2 Decorative Facing ( j
q Protective metal
Canada. hearth strip(s) - - - 2-4" PLAN, ELEVATION, DETAILS
learance to back& 1
A
0 sides of appliance 16 " MIN 16 " MIN
'9r48 in. i Exclaim-36-1 in.(25 mm)
1219 nim
Exclaim-42-1 1/2 in.(38 mm)
a 0 in. (except at nailing flanges t e,' r f< s SCALE
o to floor where it is 1/2 in.[13 mm])
( r r APRIL 15,2019 NOTED
v ELEVATIONS
Figure 2.1 Typical Fireplace System Ri " ' � °-�� s -
DRAWING NO.
: . `•.. M�a ,. �• �d�,w.i!0. -�• •"°��.,.-,
Figure 3.3 Clearances to Combustible Materials ' '"" t f"
Heat&Glo• Exclaim 36/42 .4013-266 Installers Manual• Rev S•08/18
Heat&Glo - Exclaim 36/42.4013-266 Installers Manual• Rev S-08/18 11