HomeMy WebLinkAbout38134-Z
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Town of Southold Annex 10/28/2013
P.O. Box 1179
54375 Main Road
l3 Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 36585 Date: 10/28/2013
THIS CERTIFIES that the building ACCESSORY ALTERATION
Location of Property: 2205 Bayview Ave, Greenport,
SCTM 473889 Sec/Block/Lot: 52.-5-2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
6/11/2013 pursuant to which Building Permit No. 38134 dated 6/26/2013
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:
ALTERATION TO AN EXISTING GARAGE FOR A HALF BATH AND SHOWER ENCLOSURE AS APPLIED
FOR
The certificate is issued to Strong 111, Raymond
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38134 08-15-2013
PLUMBERS CERTIFICATION DATED
A ~ igna re
t <z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit 38134 Date: 6/26/2013
Permission is hereby granted to:
Strong III, Raymond
2205 Bayview Ave
Southold, NY 11971
To: Add half bath & outside shower enclosure to an existing garage as applied for
At premises located at:
2205 Bayview Ave, Greenport
SCTM # 473889
Sec/Block/Lot # 52.-5-2
Pursuant to application dated 6111/2013 and approved by the Building Inspector.
To expire on 12/26/2014.
Fees:
ALTERATION OF ACCESSORY BUILDINGS $138.00
CO - ACCESSORY BUILDING $50.00
Total: $188.00
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:
I. 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
I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00. Additions to accessory building $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00. Commercial $15.00
Date. _ OG(It New Construction: Old or Pre-existing Building: (check one)
location of Property: 2 2 r __~~y V (Cw` X0 u ~v C I,
House No. Street Hamlet
Owner or Owners of Property:'
Suffolk County Tax Map No 1000, Sectio 'J Block _57 Lot
Subdivision Filed Map. Lot:
Permit No. 3,C1' Date of Permit. 4p -24Cv"!3 Applicant:___
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ licant S n ure
SOffO(K
Town Hall Annex Telephone (631) 765-1802
54375 Main Road Fax (631) 765-9502
P.O. Box 1179
Southold, NY 11971-0959 l4yp~ la0! roper.richert(atown.southold.ny.us
f
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Raymond Strong
Address: 2205 Bayview Ave City: Greenport St: NY Zip: 11944
Building Permit 38134 Section: 52 Block: 5 Lot: 2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Jim Sage Electric License No: 3635-e
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor 1st Floor Pod
New Renovation 2nd Floor Hot Tub
Addition Survey H Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 5 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 10 Twist Lock Exit Fixtures TVSS
Other Equipment: 1-exhaust tan
Notes:
Inspector Signature: Date: Aug 15 2013
Electrical CertificateAs
o~,~,OF Olt
1
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ) FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE !s -3INSPECTOR
I
[ SOUly~6
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ]ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I CATION
[ ] FRAMING / STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
z ~c yEc
DATE INSPECTOR
RCHITECT
MARK SCHWARTZ & ASSOCIATES 28495 Main Road • PO Box 933 • Cutchoguc. AS 11935
631.734.4183 1 %„cmcmk,architm.cont
October 23, 2013
Southold Town Building Department _
P.O. Box 1179 Main Road 1 I
Southold, New York 11971 OCT 2 3 2013 1
Re: Strong property _ Pool House
2205 Bayvie w Avenue
Cutchogue, New York
(SCTM# 1000-52-05-02)
To Whom This May Concern:
I have been to the site during construction of the pool house/outside shower and reviewed the
plumbing, insulation, framing, strapping and septic connection. I hereby certify, to the best of my
knowledge, the aforementioned work has been has been completed as per plans and meets or exceeds
NYS code requirements.
Please call this office if you have any questions or require additional information.
Very truly yours,
4qr-
s
s s'
is }r:
Mark Schwarz
nis
FIELD N REPORT DATE CONIII4ENTS
ro
CEO
FOUNDATION (1ST)
_d
C
FOUNDATION (2ND) V
O
y
ROUGH F&gMING &
PLUMBING
rn
INSULATION PER N. Y. rn y
STATE ENERGY CODE
4 j 3 ,
,~.4
0 / Z
FINAL
IL i
ADDITIONAL CO TS
a0.~ G C $ a
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TOWN OICOUTHOLD 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. 3213 Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application
Flood Permit
Examined}(Q, 20_45_ Single & Separate
Storm-Water Assessment Form
Contact:
Approved, 20 /.3 Mail to:
Disapproved a/c 7 p-
Phone:
Expiration , 20_/4/
Building Inspector
E C E t"1 pp APPLICATION FOR BUILDING PERMIT
~ 11 20 ~o f
D
INSTRUCTIONS Date O r, 120
a. This~pliuation MUST e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
Lpt~ of W tale. 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 ag t, architect, e ineer, general contractor, electrician, plumber or builder
~ c --z
Name of owner of premises .Ty M_V/JV
(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 wpp~~ch roposed work will e done:
2 7- o S Js.4V VIa'/ e
House Number Street Hamlet
County Tax Map No. 1000 Section s Block S Lot
Subdivision Filed Map No. Lot _ 0
2. State existing use and occupancy of premises ~ndde intended use and occupancy of proposed construction:
a. Existing use and occupancy ~ iE _AIZ b. Intended use and occupancy r,;> /C,17t6 c l.?~ 2
3. Nature of work (check which applicable): New Building Addition Alteration V
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.
SE, E /0"& ~
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: From Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated 'e 4-6
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO t/
13. Will lot be re-graded? YES_ NO Will excess fill be removed from premises? YES NO
14. Names of Owner of pre ses S Address Phone No. 74`r O
Name of Architect Address Phone No
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. 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)
SS:
COUNTY OF )
being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named, CONNIE D. BUNCH
Notary Public, State of New York
(S)He is the No. 01BU6185060
(Contractor, Agent, Cor rate Of er, etc.) uaJifed in Suffolfcoun yty
Commission Expires April 14.2_D_/49
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.
Sw~or~n_ t~o~ before me this
-a--~C~ day of
Notary Public Signatur Applicant
ho~~Of SO
Town Hall Annex !1( *
54375 Main Road Telephone (631) ) 765-180`2
,arc 7 -
P.O. Box 1179 G Q roaer.ri chertl. o- n.sou 5 ny US
Southold, NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY:Date:
Company Name:
Name: oyn
License No.:
Address_
Phone No.:
JOBSITE INFORMA ON: (*Indicates required information)
*Name:
*Address: ? 1
*Cross Street:
*Phone No.: L{~~ )
Permit No.:
Tax Map District: 1000 Secbo . BI ck: Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
i
(Please Circle Alf That Apply)
*Is job ready for inspection: YES / NO Rough In Final
*Do you need a Temp Certificate: YES / NO
Temp Information (if needed) j
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
i
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form J l
~T~~/~
BOARD MEMBERS OF Soul Southold Town Hall
Leslie Kanes Weisman, Chairperson y~~? ~'0 53095 Main Road • P.O. Box 1179
ti~ l0 Southold, NY 11971-0959
Eric Dantes # #t Office Location:
Gerard P. Goehringer co Q Town Annex /First Floor, Capital One Bank
George Homing 54375 Main Road (at Youngs Avenue)
Ken Schneider l~C'oo Southold, NY 11971
http://southoldtown.northfork.net
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 • Fax (631) 765-9064
June 25, 2013
Mark Schwartz, Architect
P.O Box 933
Cutchogue, NY 11935
RE: Strong, ZBA #6629
Dear Mr. Schwartz:
I have reviewed your letter dated June 24, 2013, and the site plan with drawings that you submitted
with your request for a de minimus determination.
Since you are not proposing any new nonconformity, I have determined that your requested
modification is de minimus in nature. Please also note that the applicant must comply with Chapter
236 of the Town's drainage code.
I will instruct the office to send a copy of this letter and your request to the Building Department so
that you can apply for a building permit. If you have any questions, please call the office.
SAelans L"Weisman I, U D
Chairperson/Dept. Head JIiN 2~ 2013
't.
N ~~oto
CC: Michael Verity, Chief Building Inspector
REVISIONS,
S
PROJECT SITE DATA: ANY N°NT°R PERVIOUHUPFR DEFINED BY SOUTHOLD SURFACE RUNOFF S OUS MATMAL ALLOWING F FOR OR PERO TIONDWNTROOF F SU INTO THE SOIL EXAMPLES INCLUOF NATURAL VEG VELATAiION. W000 CHIPS, MUILH, 000 CHIPS, MDILH, PILING
THE NONTLEI BUFFER AREA i V5E0 WITHIN
DESCRIPTION: AREA: LOT COVERAGE: EXCAVATE: FILL: REMARKS: CRAVE, AND SAND. FERTILTLERS AND RRICATION MAY NOT ME USED WITHIN
PROPERTY: 33,260.5 SQ. FT. 0.76 ACRES M111IR M
PROPERTY TO SEA WALL: 30,775.4 SQ. FT. 0.71 ACRES SHRUBS
GRAMES/ROWERS/HERRACEOUS PERENNIALS, SHRUB'
0 > RIACKLRASS PUNCUS LEMRDII >GROUNCED BUSH P GROUNMEL BUSH (BACCIIARR HALMIFOLIA)
EXISTING HOUSE ' I,SSO SQ. FT. 6'90/u - > SPIUGRA55 CLSTICFILIS SPICATAI >MARSH ELDER (IV) > MARSH El?ER pVA FRVTFNSCENfI A S H A M 0 M 0 Q U E FILING
EXISTING DECK/ PORCH: 695 SQ. FT. 2.3% - - > SALT MARK I A51ER IAHER TENDBF00051 >BEACH ROSE IROS > BEACH ROSE (ROSA RUGOSA)
EXISTING GARAGE: 537 SQ. FT. > SEASIDE PLANTAIN muNTAGO MARITIME] >REACH PLUM(PRL a BEACH PLUM(PRUNUS MARITIME) P O N D
> SFA LAVENDER ILIMONWM CARLEUNIANUMI >STAOHORN OUT a STAOHORN ORSMOOTH SUMAC (ONUS SP) Y
> PURPLE OR PINK GEMILDIA(GERIARDIA MARITIME] >NORTHERN HAY.. > NO0.TXER4 BAYKER0.Y MYRICA PENNSYLVANI[A] U O
PROPOSED POOL: 512 SQ. FT. 1.7% 190 CU. YD. 76 CU. YD. >ARROW GRASS lLJCIOCHIN MAVRTIM° >INIMERRY RLE%GI > INIOERRV RtEX GUBNwJ p
> JOINTED LIAESWORT ISALICORINNIA EUROPEA) > WINTERBERRY(ILI > WINTERBERRY OLEX VERTICR LTAJ TREES'
NEW DRYWELLS - - 14 CU. YDS. 6 CU. YDS. ,SALT MARSH FLEABANE(PLDCHDA PURPURACEN5) TREES >EASTERN RED CE. JUNIPERUE VIRGINIANUS)
> SEASIDE GOLDENROD SOLIDAGO SEMPERVIRENS) >EASTERN RED CEO > DUCK CHERRY(PRUNUS SEROTINA) TIC p
SWITCHGRASS(HANICUMVIRGA'THM) >RIACK CHERRY IN a WHITE OR BUCK OAK PUERCUS SP) I N EN 42°53T, W
EXISTIN6DRIVEWAY, 243 SQ. FT. 0.8% - - NONPERV/GUS ,WHIrEORRUCK VIRGINIA CREEPER (PARTHENOCIISSUS pUIN°UEFOLIA) > SHAGDARK HICKORY(CARYA OVTI MEANH HATER W B
> COASTAL PANICGWS RANICU.W AMARUWM) >5HAOBARK HICRC C > PITCH PINE(PINUS RIGDA) EL, u T I E L I N E
EXCESS FILL TO BE USED >AMERICAN HEACHCHA5S(AMMCIPHILA RRWIUGUU TERN) , PITCH PIN F(PINU a MAMP MAPLE (ACL0. RNRUM) k O
TOTALS: 3,748 SQ. FT. 12.7% 233 CU. YDS. 96 CU. YDS. FOR FINAL GRADE > RFARBERRY(ARCTOSTAPHLOS UrvA uRSn >SWAMP MAPLE (A DO EL. 10' NONTURF >AMemcArv Haur (nEKOamA) (-eONCRETE EAWALL 9 TIP BUFFER
> SHORE JUNIPER (IUNIPERDS COAVFE0.TA1 > AMERICAN HOW a TUPELO (NVSSA 0 EL a' . J~ , J-~ ,a i - .iceh •-h >ruPELO (NVSSn sw.milcM --L_.l J l _ / 1 r F' l pSE WALL'-
> MATCH HAZEL (W FLOOD ZONE =ZONE X, [oNc aWTCH HAZEL (EIAMAMELIS VIRGINIANAI LINE >FLOWF0.ING DOGWOOD (CORNVf FLO RIDA EL Up
• > FLOWERING DOE
> SASSAFRAS (SASSAFRAS ALDIOUM) EL IU'------
V, PROPOSED SEPTIC LOCATION: >SASSAFRA5 DA5SA 10' NONJUR FLOOD Z NE LINE BUFFER O
F0.0M FKI SUM.: DESCRIPTION: LOC A: LOC. B: 1--1
F
Sf 1500 gal, 5EPTIC TANK 19.0 20.1 ZONE .J FLOOD ZONE LINE
LP 1 B' A!.. 8' deep LEACHING POOL H U. ' 35.5 LP 2 8' dla. 8' deep LEACHING POOL 34.1 30.2'
_ - - - ~ _ - III tiLNAh; Era L'FLU pt
IO ` ` q ~
/ m ...D 150' RADIUS A EL 10' V N
Lr; FROM SEPTIC
ll l! Irr ~O I/ W
RADIUS
M ~I I3 F FROM SEPTIC
O z
EL. v'_N
- - LIMITS OF CLE INC,
f O Slot% • ~.Dii I'll" f*V SO j3
B.4• O
H w j - 255 iLL.jl
O; ! I s.D'
N N/O/FKEVIN / F KEVIN M. S. CAROL LYONS t PROPOSED 25.0' J J. HASSETT Jr.
TELLING WITH PUBLIC WATER 16'X32' 0~ N / O / F JOHN J. HASSETT.
EL. 13.9' DARK BROWN LOAM OL DWELLING WITt POOL L 2 STY. FRAMED HOUSE h DWELLING WITH PUBLIC WA' 9, FIN. FLR.' EL.16.5 'T L i PUBLIC WATER
- - - 0.5'
BROWN SILT ML z EL 14
9 / :-PAI 10 3 A
- 3'
BROWN CLAYEY SAND SC 1r - - / \ o 1EL •N
- 5' 2 a y r .r O ~o
T~ o n N
nu:Ll raG hll~oor~~,~, ; - - a4,'E°/ El. ISDD eI.
D.W. o-°° Ia B' SIPH1 rA w
PALE BROWN FINE TO Q:. B' die. O LL
COURSE SAND SW 1 EXISTING - OLI i r DRYWELL + n
U;; r
Lir: la a' N 1 STY. O 0 S 0:. o YCNT GARAGE
Yee"Rexrluc INOPOOL LEACHING POOL „
24.3' EL iu'
EL. 0.8' 13.1' 0 N
VL_ 4' FE C O 4'h FE E (INSIDE OF FENCE) AND SELF CLOS NG ALL GATES TO B E SELF LATCHING ti
I
WATER IN PALE BROWN FINE UTIUTV 1 'EX. DRIVEWAY: S 46°41' POLE a. h G o x ,n ^ ~
POLE 30" E 1 .00' UTILITY ; PAVERS!WATER PARKING AREA
TO COURSE SAND SW METER GRAVEL w/6LOCK EDGE Or
EDGE OF PAVEMENT w w
v
s• yyA
TEST HOLE DATA 425.82' !5.82' BAYVIEW AVENUE u u) U ~
McDONALD GEOSCIENCE (WATER IN STREET) v N
v ~ W
04/26/2011 ~w3
SITE PREPERATION:
1). EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, 1 (VACANT) DWELLING
CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY `J Q PUBLIC WATER APPROVED AS NOTED ~"+I
COMPANIES THAT THE AREA IS CLEAR O DATE ~ je B P, # -3.S'/3Sl V
2). CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES v
BEFORE EXCAVATION REGINS. ANY DIGGING WITHIN 241CHES OF UTILITY MUST O O BE DONE BY HAND. (0 PLUMBI~JG FEE BY
150' RADIUS ALL PLlI'S?'?P:; 0;'=FTE NOTIFY BUILDING DE AR 1Ml N" m
3). CLEAR THE SITE AT LEAST 20 - 25 FEET (IF APPLICABLE) FROM THE FOUNDATION ~G A). CUT UP TREES (VERIFY WITH OWNER) AND HAUL THEM AWAY. FROM SEPTIC & WA" LI 4'=D 765-1802 8 AM TO 4 PM FGR i hE d
B) CHIP BRUSH. TESTING EEI ~FvE Cv I',R!NG FOLLOWING INSPECTIOfdS N 1 FOUNDATION-TWU1-1U"IRED
Q. REMOVE STUMPS AND HAUL THEM AWAY. FOR POURED CO~N7~'CTE xxx
4). RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL O" PLUMBER CERTIFICATION 2 ROUGH-FRAMING F_UI^R'IG
QUALITY OF THE PROJECT SITE. ON LEAD CONTENT BEFORE STRAPPING, ELECTRICAL & CAULKING
5). WHEN THE TOP SOIL 15 PRESERVED, TILL THE SOIL FIRST. AND THEN REMOVE w p I CERTIFICATE OF OCCUPANCY 3. INSULATION
TO A SAFE LOCATION WITH A FRONT END LOADER. SITE '~J'LJ/\l~\Y~ ADIUS 4 FINAL -CONSTRUCTION&ELECTRICAL SOLDER USED IN WATER MUST BE COMPLETE FORC0 u
6). FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE. SET ELEVATION I LF PLAN 150' RADIUS FROM SEPTIC SEPTIC cn SUPPLY SYSTEM CANNOT ALL CONSTRUCTION SHALL MEET THE
BENCH MARK PRIOR TO EXCAVATION. V = 20'-0' \ EXCEED 2110 OF 1 % LEAD. REQUIREMENTS OF THE CODES FOR NEW YORKSTATE NOT RESPONSIBLE
7). OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL- SCALE. 111 - 201'0 ESIGN OR CONSTRUCTION ERRORSR b D
DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY 3 - 4 FEET.
B). IF THE EXCAVATION IS DEEPER THAN 7 FEET, THE SIDES MUST BE SLOPED ELECTRICAL y xra
OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING.
B). HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE - THE INSPECTION RECUIRE® ~ ~r.y, cF T
ANGLE AT WHICH THE SLOPE 15 STABLE, US5UALLY BACK TO A SLOPE OF 21 (VERIFY SOIL CONDITIONS).
A) AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. OV1.f; I ~ -1 rt ~ DRAWN MH/MS
I _I 1 ,~i a. 9w nd~ /'i SCALE: 1/4"=1'-0"
9). PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE. ' 3013
10). DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTIO ; ove .i~,i,n ;Cyy'~" June 10, 2013
DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR REPLANT AS SOON AS PRACTICAL. SHEET NUMBER:
(j r
11) LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE - DO NOT DRIVE OVER UNCLEARED AREAS. PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER
BARRIERS PLACE BARRIERS AROUND THE DRIP~UNE OF TREES TO PREVENT INJURY
TO THE ROOT SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS, ATEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED
WHERE VEHICLES ENTER THE JOB SITE.
REVISIONS:
ZA I
SLOPE" IM PER ROOTP1011O DMIN
PLUMBING SCHEMATIC
N.T.S. WEST in
~E
Ell
a
z 0
(ATION
WEST ELEVATION EAST ELEVATIOI
SCALE: 1/4" = 1' SCALE: 1/4" = P a
FLOOR PLAN SO 0
SCALE: 1/4" = 11-0"
0
- -
r
W m
a
FRONT ELEVATION
SCALE: 1/4" = P-011 1
T -L
R
zr ZT i~
- - O
r~ 3 q
SIDE ELEVATION SOUTf ELEVATION
SCALE: 1/4" = 11-0" SOUTH ELEVATION NORTH ELEVA
SCA SCALE: 1/4" = 1' SCALE: 1/4" = 1' 1/4" = P O o
C/1 N
0 ti
P N y
o m
24" OH O ,rte, °i ~
5/4X6 CEDAR _ d v
CAP r, 2 1X3 CEDAR
TRIM 12„ 5 1/2 12 PROPOSED F
OH mu v m u
4%4 ACQ POST HALF BATH I
O 0 ~ io m .o
N O
2X4 HOR. BRACING 1X6 TG&VJ 6A
CEDARSDG.
NEW OUTDOOR 9 -312'
1ENCH SHOWER
2X10 DFA2 RIDGE
1X4 CEDAR 2k4 TRIM
1'-6" pl6"OC 1 U V
5 ,1E NO ~2X4 ACQ p16"OC d O fj~
COMPACTfO STONE 6ASE d
(DRAINAGE AS RED BY CODE)
a`.r a.y..
12"
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CONC. 5 V2~ 5 V2~
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CROSS SECTION
SCALE: 1/2" = 1'-0" L .;I
24" OH 24"O" FLOOR PL
OR PLAN n ;n
LE: 1/411 = 11 DRAWN'Mll/MS
EXI.` EXISTING ROOF PLAN SCALE: 1/4" _ •J•k„cu"`S, ~ i~~~~"E SCALE 1J4"-1 JO?il:
SCALE: 1/4" = V Jmc 10, 2013
SHEET NUMBER.
%LL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-1
ND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL I GENERAL CONTRACTORTO COORDINATE MEETING WITH OWNERS FOR,APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE f 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.
PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL N OTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN TH E DRAWINGS, TI-HE SPECIFICATIONS, AN D THE FIELD CONI RENT AND MATERIALS AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHIEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEP
MANUFACTURER'S WARRANTY AND SHALL B E INSPECTED TO VERI FY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE. INCLUDING B U ILDIN G AND SITE CLEARANCES FORT DELIVERY OF EQUI PMENT AND MATERIP
REVISIONS:
NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS:
Ts:
ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDEN' R3 RESIDENTIAL
GENERAL NOTES WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: able 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELI RESIDENTIAL DWELLING
1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. required QTY. SPACING (SEE PLANS)
When a collar tie is used in leu of a ridge strap, the number of IDd common nails required the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Ed nails in the strap. TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL
TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) (SEE PLANS)
1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: hall be in CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAIL
intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or trwss to top plate shall be in 1, rafters TO TOP PLATE 10' WALL: 4-8d COMMON JOIST 51DENTIAL CONSTRUCTION CODE AND
for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line swith studs below, rafters State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall tope plate shall be attached to 3ached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CURRENT SEC HIGH WIND EDITION WO O( DITION WOOD FRAME CONSTRUCTION MANUAL
construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building ie building PARALLEL RAFTER WFCM - SEC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION OSS SECTION AND GENERAL NOTES
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with labile 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE 60
OVER PARTITION WFCM - SEC LAP NAIL EXT. BALCONIES
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS actions in TO RAFTER WFCM - SEC END NAIL ATTICS w/o STORAGE 40
meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in relow, the 10
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the Inectors in BLOCKING 2 - Ed COMMON EACH TOE ATTICS w/ STORAGE 20
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 4D) 20
RIM BOARD 2 -16d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 'ING) 40
3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: 30
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ith uplift TO RAFTER END NAIL ROOMS (SLEEPING)
. 4)- The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under under NAIL NAIL GAURDRAILS ANY DIRECTION snder the JOINT DESCRIPTION QTY. SPACING NOTES (DESIGNED FOR CAT IN 200 O
construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the )It TOP PLATE TO 2 PER FACE NAIL DESIGNED FOR CAT C) FBI
precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt ng, 1 EXPOSURE CATAGORY
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all I all TOP PLATE -16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWINE al ROOF - FOUNDATION DETAIL PAGE & GENERAI ON ANDWIND PATH CONNECTION m
TOP PLATES AT 4 -16d COMMON JOINTS FACE :,E & GENERAL NOTE PAGE H
5). Refer to the Window and Door schedule for exterior openings. corners. INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NO' SENERAL NOTE PAGE a
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 -16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WIN INS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior i the exterior STUD O.C. NAIL Sym.:
attached with Ed common nails at 6" o.c. at the panel edges andl 12" o.c. in the field, and eld, and FIRE PROTECTION SEE FLOOR PLANS W W
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d coole=r nails at 7" o.c. at panel at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & C02 DETECTORS SEE FLOOR Pl s specified HEADER ALONG EDGES NAIL C7
such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAM ) STICK FRAME CONSTRUCTION C7
in table 3.15a-b. PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK LESCHECK
8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS:
BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN C appropriate FLOOR JOIST, BAND JOIST, 2 -16d COMMON ESIGN CRITERIA
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a.b times the appropriate length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
1). The General Contractor and Mason to review plans, elevations, details and notes to DECAY DESIGN UNDERLAYMENT HAZARDS
determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY TEMP. REQUIRED
Allowable sidewall lengths provided in table 3.14 shall be permitlted to be increased when Ed when LOAD (MPH) CATEGORY DEPTH
2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be im accordance with h JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO QTY. SPACING 20 LES. 120 B SEVERE 3 FT. SLIGHT TO 11 NONE -
2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE TO HEAVY MODERATE MODERATE
3). Provide 1/2" expansion joint material between concrete slabs and abutting SILL, TOP PLATE OR GIRDER 4-Ed COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND
concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ordance BRIDGING 2 - Ed COMMON EACH TOE NAIL SPACING NAIL SPACING AT t WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shat[ be have steel connectors On accordance with table ith table TO JOIST END NAIL SHEATHING LOCATION IL SPACING AT INTERMEDIATE NOTES
be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN TH BLOCKING 2 - 8d COMMON END EACH TOE NAIL PPORTS IN THE PANEL FIELD
TO JOIST 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C Ed COMMO Ed COMMON @ 6" O.C. SEE NOTES: 13
5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be SEE NOTES: 1 (BOTH FIELDS)
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: !d and BLOCKING TO, 3 - 16d COMMON EACH TOE INTERIOR ZONE Ed COMMON @ 6" O.C 8d COMMOP 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD ~
to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with where a ridge is to be used as a structural beam, the rafters shall either be notched and r-to-ridge SILL OR TOP PLATE BLOCK NAIL 8d COMMON @ 4" O.C. SEE NOTES: 1,3
6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the didge and wall shall be be all be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Ed COMMON @ 4" O.C 8d COMMO
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 -16d COMMON JOIST NAIL F~ A
8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER PER TOE NOTES
DECK AND COVERED PORCH NOTES: S• TO BEAM 3 - Ed COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES DULE NOTES ONLY.
7). Dampprooexterior foundation with bituminous coating as required by current N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be N7 ACQ priessure treated lumber. mber. BAND JOIST 3 -16d COMMON PER END O ~o
the below grade portion of exterior walls prior to backfil[ing. All fasteners, hangers and anchors to be ga[vinized or stainless steiel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on e ling 4 feet on each side of the roof peak, T4- o
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. /Y N
8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 ~d 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to raker /truss framing r truss framing members with G>0.49.
Girders on concrete piers shall be anchored with proper steel comnectors anchored ts. HING* For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches c =d to 6 inches D.C.
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt withi washers and nuts. NAIL NAIL
1). All framing techniques and methods as prescriptive design of current SEC High Wind 3). Posts supporting girders shall be anchored to a 12"02"x12" thick concrete footing. ring. JOINT DESCRIPTION QTY SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members v )Ing members with G>0.49. For
Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x B" long anchor bolt with washers and nuts. Footings Shall be 3 ft. all be 3 ft. shall be reduced to 3 inches o.c. 3 inches o.c.
below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. e girders. STRUCTURAL PANEL 8d Al framing members with 0.42<G<0.49, the nail spacing E WFPERCM-S TABLBC3.8 WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
2). Unless otherwise noted, all framing and structural woad material to be k2 + BTR. LOADS:
Douglas Fir. 4). Deck joists to have blocking at B'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAILSPACINGATINTERMEDIATE '.RMEDIATE NOTES 0
. - „AT PANEL EDGES SUPPORTS IN THE PANEL FIELD JEL FIELD ~
3). Floors, walls, ceilings and rakers to be spaced at 16 inches D.C. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. ger. JOINT DESCRIPTION NAIL NAIL 5 d
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE Bd COMMON @ 6" O.C 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 (BOTH FIELDS) M v $ 2" O.C. NOTE: 2 FOR PANEL FIELD x v, g
where needed. GYPSUM 5d COOLERS 7" O.C. EDGE a 2
4). Unless otherwise noted ,all bearing wall headers to be (2) 2x10 k2 + BTR. Doug. Fir. WALLBOARD 10" O.C. FIELD INTERIOR ZONE Bd COMMON @ 6" O.C 8d COMMON @ 12" O.C. 2" O.C. SEE NOTE: 3 GO H F2 a' O
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade.
openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES V
openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored anchored NAIL NAIL JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES IEDULE NOTES ONLY, rx ~o
openings between 411 and 6'0 and 2x6 wall openings between 511 and 89. Provide fire to girder(s).
and blocking where applicable. I building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requi aachment requirements shall ? m
8). Covered Roofs shall be assembled and anchored the same manner as a -typical building. PANELS WFCM - SEC be used. ~ . rn
All flush beams/headers to be installed with heavy duty galvanized hangers and annc chors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE
I PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing membE framing members with 0 I~ $
6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential GYPSUM 7 O.C. EDGE G>0.49. For framing members with 0,42<G<, the nail spacings shall be reduced to 6 ins educed to 6 inches o.c.
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. WALLBOARD 5d COOLERS 1 ' O.C .FIELD
on plans. approval. 3). For exterior panel siding, galvini:zed box nails shall be permitted to be substituted for substituted for common nails.
7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE:
other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, elated work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY ERIFY E-mli F
QTY. SPACING vith the
8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the ag permitted. STRUCTURALPANELS 6"O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. IT OR LESS Bd CCMMO 12" O.C. FIELD APACITY. U U
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 0
1). PROVIDE 5/8" TYPE:-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR N A DISTANCES FOR NON ACCES51BLE AREAS. In rECTIVE COATING FOR CONTACT WITH ACQ. Q
9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES NOTES: 2). USE SIMPSON HANIGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING F and safety 3) INSTALL 1 - Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR LOOR I
under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF N
needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the vith the MENTIONED IN SCHEDULE NOTES ONLY.
equipment supplier. 1). Nailing requirements are based on wall sheathing as required by current NYS Readlential Code- FIREBLOCKING REQUIRED
11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir nd horizontal)
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General the General nailed 6" on-center at the panel edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire bander between stories, end between a top story and the roof space. =raof space.
Contractor and owner for final review and approval. shear capacities, nailing requirements for structural Fireblocking shall be Provided in wood-frame construction in the following locations.
12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor members shall be doubled, or alternate connectors, 1). In concealed spaces of stud walls and partitions, Including furred space", a the citing and floor Iing and q..,
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: such as shear plates, shall be used to maintain load path. levels. Concealed horizontal furred spaces shall also he firablocked at Intervals not e.ceed ng 10 feet. Batts or blankets of mmemet or glass fiber shall be allowed as Fireblocking in walls constructed :..,ding 10 alts constructed
over subfloor as per manufacture's instructions. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. using parallel rows of studs or staggered studs.
' 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected 2). At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, sscur at soffits, ,
ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number Df nails shall be permitted drop callings and cove ceilings;. ~ zy ARC=„
o have regular 1/2" sheetrock. All walls to be taped and finished. red by current to be reduced tol - 16d nail per foot. y 3). In concealed spacer between stair stringers at the tap and bottom of the run Enclosed spaces wedspeces
3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current under starts shall comply with current nt N.Y. S. Residential Code.
I'). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or N.Y.S. Residential Construction Code. 4) At openings around vents, pllpes and duds at "eihng and floor level, to resist the free passage of iee passege at ~x`L,'a° DRAWN: MH/MS
proved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM flame and products of mmbwstlon. BCALE: 114"=1'-0'
t h down type material over. 5) For the fireblockmg of chimneys and fireplaces, as required by current N.Y S. Residential Code. dential Code. f- W lOB#:
T C Y 7.710,2013
All sill plates and wood in contact with concrete to be pressure treated. Sill plates to LSnstalled with a foam sill gasket and cop-r-tex termite shield or approved equal. SHEET NUMBER.
IALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-2 2
IND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLI )f 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.
PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOn FY ARC HITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPEC IFICATIONS, AND THE FIELD CON MANUFACTURER'S WARRANTY AND 5I4ALL 0 E INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE. INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERI MENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATINC AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECE