HomeMy WebLinkAbout38734-Z ,y�fPtu,f Town of Southold Annex 7/23/2014
P.O.Box 1179
54375 Main Road
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38734 Date: 7/23/2014
THIS CERTIFIES that the building COMMERCIAL ADDITION
Location of Property: 1205 Route 25, Greenport,
SCTM#: 473889 Sec/Block/Lot: 35.-1-25
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
3/3/2014 pursuant to which Building Permit No. 38734 dated 3/26/2014
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:
minor alteration/addition to an existing health services building as applied for.
The certificate is issued to Peconic Lndng @ Southold
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38734 7/22/14
PLUMBERS CERTIFICATION DATED
Au o ed ignat re
"pa � 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#: 38734 Date: 3/26/2014
Permission is hereby granted to:
Peconic Lndng @ Southold
1500 Brecknock Rd_ _
Greenport, NY 11944
To: construct a minor alteration to an existing health services building as applied for
a Lq/,A I-)�
At premises located at:
1205 Route 25, Greenport
SCTM # 473889
Sec/Block/Lot# 35.-1-25
Pursuant to application dated 3/3/2014 and approved by the Building Inspector.
To expire on 9/25/2015.
Fees:
NEW COMMERCIAL, ALTERATION OR ADDITIONS $408.40
CO -COMMERCIAL $50.00
Total: $458.40
r�
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:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00
Date. -11 z z 1 I Y
New Construction: Old or Pre-existing Building: (check one)
Location of Property: I los 9;1 zs- (�G 4-�
House No. Street Ha let
Owner or Owners of Property: ��L o Y\l C LPq\. il t�,n
Suffolk County Tax Map No 1000, Section 3 Block ( Lot 0-5—
Subdivision G Filed Map. Lot:
Permit No. ?j p �J� Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: "� (check one)
Fee Submitted: $
App!' ant Signatur
o�*OF SO!/T�OI
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 Q roper.riche rt(-town.southoId.ny.us
Southold,NY 11971-0959
���OUNTY,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Peconic Landing
Address: 1205 Rt 25 City: Greenport St: NY Zip: 11944
Building Permit#: 38734 Section: 35 Block: 1 Lot: 25
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: REP Electric License No: 46288-me
SITE DETAILS
Office Use Only
Residential Indoor X Basement Service Only
Commerical X Outdoor 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 4 CO Detectors
Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture 1 Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 1 Twist Lock Exit Fixtures TVSS
Other Equipment:
Notes:
Inspector Signature:P 9 Date: July 22 2014
81-Cert Electrical Compliance Form.xls
SOF SO(/l�,
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loco ,
TOWN OF SOUTHOLD BUILDING DEPT.
7654 802
INSPECTION
FOUNDATION IST [ ] ROUGH PLUMBING
[ ) FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] C ING
REMARKS: '
DATE INSPECTOR
3 �0 ofs
0 ? 3 �e
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
I FOUN ATION I ST I �GH PLUMBING
F NDATION 2ND INSULATION
XFRAMING / STRAPPING ] FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKSw
I v
-S
DATE INSPECTOR
OF SOpTyo�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ J ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE ? INSPECTOR
i T
FIELD E SPECTION REPORT DATE COMMENTS ,
FOUNDATION(1ST)
- - *--.-------------- --
FOUNDATION(2ND) C4
z
ROUGH FRAM NQ&
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PLUMBII'IG
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INSULATION PEA N.Y. H Cl
STATE ENERGY CbDE
FINAL
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ADDITIONAL C6MNlENTS
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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 2 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
-- Flood Permit
Examined 20 � 1''�i Storm-Water Assessment Form
ntact:
Approved 3 20 MAR -3 2014 r'' Mail to:
Disapproved a/c
L----.._.. -- . _ Phone:
I
Expiration ,20lL5—
a
AR
uilding nspector
APPLICATION FOR BUILDING PERMIT
Date FAQruary -W, , 20J
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
Ammer C �
(Siture of applicant or name,if a co r��tt�on)
rgflAn : amaS C.l/VD/pCr1�� E•
Yo ung Yount
MailijDg of; licant)
State whether applicant is owner, lessee, agent, architect, engineer, genea co ac d ec ri�c4ia , um er or builder
Civil/ Engineer / Ag! rr fnr Dinner
Name of owner of premises Peconic Landing c4 Soo4hol d trnc.
()As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
641A
(Name and title of corporate officer)
Builders License No. To be del-enyOwd
Plumbers License No. /I
Electricians License No. I/
Other Trade's License No.
1. Location of land on which proposed work will be done:
500 Brecknoctc Road 6-rtynpvrf , NY li4¢4-
House Number Street Ha let
County Tax Map No. 1000 Section 3 Block Lot .25
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy " e i rem to f• COM M un ity
b. Intended use and occupancy R-di rem Genf Comm un i t y
(5a.3.�)
3. Nature of work(check which applicable):New Building Addition V Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost * 131000 Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units N.A . 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. omorG
( rem-to Bwil di ng ermit- P! para
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front 81 Rear
Depth 61 0ll Height 161 -+ Number of Stories J
tY r archifeC-h4ml—draw Ays
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front 144.-7708 etc. Rear Depth
10. Date of Purchase M I47 ± Name of Former Owner NIA
11.Zone or use district in which premises are situated W P „ HG[M(-Cf pfnSi7
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
Peconic LAndi4q /500 b recknft*Fd-
14.Names of Owner of premisesCi+S t'd,• ,Address Phone No. 63/-477-3 800
Name of Architect Nan W Address O d Phone No 63/-'765-- 8647
Name of Contractor r4 de- rMil1 Address IfPhone 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 V NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF ) t
rhOMQ 5 C. Wolperf being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the Engineer / A gent
(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.
Sworp.to before me this
day of rbc cock c -k 20 VN
lot
Notary Public NAA publieis Niw bb* Signature of Applicant
NNpq�0�19367
puNified in Suffolk County
coission Evim November 5,7866
mm
of Sol/).
Town Hall Annex Telephone(631)765-1802
54375 Main Road p�aaxx
IISO .P.O.Box 1179 roger-richeOW71
n .uS
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION '
REQUESTED BY: Dafe: L
lh*v
Company Name: FIf r
Name: t /U
License No.:
I
Address:
Phone No.: 7.
JOBSITE INFORMATION: (*Indicates required information)
*Name: PeLOA-) IL 9 �J /✓l� �
*Address: d G
*Cross Street: Lk�{—
I
*Phone No.: O
Permit No.:
7
Tax-Map District: 1000 . Sectlon: Block: Lot:
*BRIEF DESC PTION O WO (Please Print Clearly)
5,� s
C l e -e P -s% t l�,N�C:,c t om'o/'SS�
(Please Circle All That Apply)
*Is job ready for inspection: YE O Rough in Final
*Do-you need a Temp Certificate: YES/ NO
Temp Information(if needed) 1
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other r
*New Service: Re-connect Underground Number of Meters Change of Service Overhead ` \/
Additional Information: PAYMENT DUE WITH APPLICATION
� -
82=Request for Inspection Form ` O
�c lJ �
1
Young & Young
400 Ostrander Avenue
Riverhead, New York 11901
631-727-2303
February 28, 2014
Town of Southold Building Department
Town Hall Annex Building
54375 Route 25
P.O. Box 1179
Southold, New York 11971
RE: Health Center 1 Story Office Addition - 52 sq. ft.
_.__...
PECONIC LANDING i r� j 7,,
at Greenport, T/O Southold, NY - - ��-�; �
T�
Dear Sir or Madam: i�_� �., LIAR 2014
s �
Enclosed are the following items:
1. one( 1) —Application for Building Permit,
2. four (4 ) prints — Building Permit Plot Plan (Sheet 1 of 1) dated Feb. 21, 2014
prepared by us, and
3. four (4) sets — Building Plans (Pages 1 —4 of 4) dated August 6, 2013
prepared by Nancy Dwyer Design Consulting, Inc.
If you have any questions, please contact us.
Very truly yours,
Thomas C. Wolpert
TCW/cw
Encl.
cc. Mr. Darryl Volinski + encl. + 1 print
Young & Young
400 Ostrander Avenue
Riverhead, New York 11901
631-727-2303
March 11, 2014
Town of Southold Building Department
Town Hall Annex Building
54375 Route 25
P.O. Box 1179
Southold, New York 11971
RE: Health Center 1 Story Office Addition - 52 sq. ft.
PECONIC LANDING
at Greenport, T/O Southold, NY
Dear Sir or Madam:
Enclosed are three (3) signed and sealed sets of the Building Plans (Pages 1 —4 of
4) dated August 6, 2013 prepared by Nancy Dwyer Design Consulting, Inc.
Kindly include these plans with the application previously submitted to the
Building Department on or about February 28, 2014.
If you have any questions, please contact us.
Very truly yours,
Thomas C. Wolpert
TCW/cw
Encl.
cc. Mr. Darryl Volinski I� 13
(T)INAUTHQtl2ED ALTERATION OR ADDITION TO THIS SIURYEY IS A VIOLATION OF SECTION 7208 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY IVES TO EIOSIING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO IE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS S IVEY MAP NOT BLMSGG THE LAND SURVEYORS LAKED SEAL OR DOOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION
INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE CQPANY,GOVERNENTAL AGENCY AND LUVNG INSTITUTION LISTED HEREON.AND TU THE ASSIGNEES OF THE AEN NG INSTTTUTQL CERTIFICATIONS ARE NOT TRANSFER/$E TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OgERS. (5)THE LOCATION OF YELLS(W).SEPTIC TANKS(ST)k CESSPOOLS(CP)SON HEREON ARE FROM FEED OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS.
400 Ostrander Avenue,Riverhead,New York 11401
tel.631.12-t.2903yg�-1.0144
20
Owun
SO�N� Q� Hoard W Young,Land Slav
z; �P\`\� ,�"\0� Thomas G.Nbipert,Professional En~
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at Greenport, Town of Southold
Suffolk County, New York
BUILDING PERMIT PLOT PLAN
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MAP PREPARED FEB.21,2014
Record of Revisions
RECORD OF REVISIONS DATE
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AS EXISTING TO REMAIN PROV. EPDXIED#4 STEEL O
REBAR VERT. @ 12"O.C.
INTO EXISTING FOUNDATION
PROVIDE SIMPSON PHD5 WALL 4 NEW WALL ABUTTING
HOLDDOWN (TYP. 2) secrloN (TYPICAL ALL AREAS) O
ANCHORS AT ALL CORNERS A
THROUGHOUT DAMP PROOF PERIMETER
OF FOUNDATION WALL
G'-Q„ (TYPICAL ALL NEW AREAS) (n
2 X 10 ACID LEDGER BOLTED z
TO EXISTING FRAME WITH 5"
"LEDGERLOK'SCREWS @ I G"O.C.; O z
HANG SHED RAFTERS FROM LEDGER U
WITH SIMF50N L5U2G HANGER WALL LEGEND:
o
12 ARCHITECTURAL ASPHALT TFIF] EXISTING WALL* FOOTING W
G ROOFING WITH 15# FELT TO REMAIN (�
VER 4" CDX PLYWOOD
WITH ICE *WEATHEHRSHEILD
EXISTING 2 STORY @ PERIMETERS *VALLEYS ' NEW CONSTRUCTION Q
8" POURED CONCRETE
STRUCTURE TO REMAIN 2"X 10" R.R. FOUNDATION WALL W/
@ 1 G" O.C. FASCIA AND SOFFIT; MATCH P-4"X 8" d. FOOTING W/
TO EXISTING TRIM DETAILS 2-#4 REBAR IN FOOTING
2"X 10" C.J./C.T. @ I G"O.C.
R-30 INSULATION SIMPSON H7 CONNECTOR
3- 14'X 118" LVL HEADER
WALL PLATE HEIGHT ABOVE RELOCATED WINDOWS; UI t
TO MATCH EXISTING
PROVIDE G AT AL WINDOW
PROPOSED FOUNDATION PLAN NAILING SCHEDULE z _
STRAPPING AT ALL WINDOW
CEILING HEIGHT N 2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
I
LOCATIONS (TYPICAL) JOINT DESCRIPTION NAIL QUALITY NAIL SPACING
Q
-ILI H411 _ � 1-011 SCALE ((� o
R-19 INSULATION 3" PLYWOOD ROTERTOTof ING 00"WALL:3-ed PER RAFTER
"•
2"X G"STUD FRAME w! JIF RAFTERTOTOPP ATE TOE NAILED 8'-
N -O'WALL 4-8d PER RAFTER �1 z
' 4 CEILING J015T TO TOP PLATE TOE NAILED 8'-O"WALL:3-8d PERJO15T �JJ�—JJJ
SHEATHING ON OUTSIDE,TYVEK 10'-O"WALL:4-8d PERJO15T �l
CEILING J015T TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 _ EACH LAP U
WRAP* HARDY PLANK SIDING; CEILING JOIST LAPS OVER PARTMONS FACE NAILED SEE TABLE 3.7 EACH LAP
51, COLLAR GYP BOARD ON INTERIOR BLOCKING
G TO P AFTER FACTOE NAILED
SEE TABLE 3.4 PERTIE �• O
NOTE: a BLOCKING TO RAFTER TOE NAILED 2-8d EACH END Z (VVV�JJJI
ALIGN FINISH FLOORHEIGHTS RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END
Lu
NEW WITH EXISTING; 2- 2"X G" ACID SILL PLATE WALL FRAMING OLu
4" POURED CONCRETE OVEKTERMITESHIELD TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT U s UI
TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE
SLAB ON COMPACTED FILL OVER SILL SEAL; STUD TO STUD FACE NAILED 2-1Gd 24"O/C
PROVIDE 51MP50N C520 HEADERTO HEADER FACE NAILED IGd IG"O/C ALONG EDGES
TOP OR BOTTOM PLATE TO STUD END NAILED 2-I Gd PER 2X4 STUD
3- Gd! PER 2XG STUD
4-1 Gd PER 2X6 STUD
Q BOTTOM PLATE TO FLOOR JOIST,
N 511 BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-IGd '— PER FOOT
a DIAMETER ANCHOR BOLTS
STEEL REINFORCEMENT / 7" MIN. DEPTH @ 48"O.C. FLOOR FRAMING
JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PERJO15T
2"THICK BLUE BOARD FOAM UNEXCAVATED W/ MIN. 3"X3"x L' WASHER @ PLATE BRIDGING TO J015T TOE NAILED 2-5d EACH END r ;
BLOCKING TO J015T TOE NAILED 2-8d EACH END `J
INSULATION 3'-0"AROUND BLOCKING TO SILL O R TOP PLATE TOE NAILED 3-1GdEACH BLOCK
PERIMETER OF SLAB * 3-O BELOW POURED CONC. FOUNDATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH J015T Z (\
JOIST ON LEDGER TO BEAM TOE NAILED 3-Bd PER JOIST
GRADE ALONG FOUNDATION WALL d. X I8"W. WEATHERING SEVERE BAND JOIST TO JOIST END NAILED- 3-I Ed PER Jo1sr
MONOLITHIC POUR FOOTING FROST LINE DEPTH 3-O" BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT ^
W/STEEL REINFORCEMENT TERMITE MODERATE TO HEAVY ROOF SHEATHING QD �
DECAY SLIGHT TO MODERATE STRUCTURAL PANELS ( I IC�9
WINTER DESIGN TEMP. 114'PFRIMFFRF F7 NF_LG"O/C-6"AT PANEL EDGES W
I
ICE SHIELD UNDER- AS PER MANUFACTURERS 8d _ AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD _
----- - --— INT RIOR 7ONF-16"O/C-6"AT PANEL EDGES AND 1 2"AT m
LAYMENTREQUIREDSPECIFICATIONS/STATE CODE 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD
FLOOD HAZARDS FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O"ON EACH 51DE OF THE ROOF PEAK,THE 4'-O"PERIMETER
EDGE ZONE ATTACHMENT REQUIREMENTS_SHALL BE USED. Q .
CEILING SHEATHING ` (�
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD y. O
TABLE R30I .G
WALL SHEATHING U O
STRUCTURAL PANELS ed 4'Fi 7oNF-I6"O/C-G"AT PANEL EDGES AND 12"AT
ALLOWABLE DEFLECTION OF STRUCTURALMEMEBERS INTERMEDIATE SUPPORTS IN THE PANEL FIELD Z U N
BUILDING SECTION "All STRUCTURAL MEMBER ALLOWABLE DEFLECTION ed INTERIOR 7DNF_IG"O/C-G"AT PANEL EDGES AND 12"AT z
INTERMEDIATE SUPPORTS IN THE PANEL FIELD _
Raftei5 haviricj 510re5 6yeater L/I80 FIBERBOARD PANELS 7/16" Gd 3"EDGE/6"FIELD
_
_ 25/32" 8d 3"EDG
8d 1
4rs D 12"AT
Intenor walls partition than 3/1 2 with no finished WALLBOARD 5d COOLERS 7"ED 1 O' LD ^) O
SCALE: 11 - I I—OIL ceiling GYPSUM v 1J
attached to rafteA,�I �
HARDBOARD INTERME ATE SU N FPAIJYI�FI
s H/180 ee E "qr
Floors la5tered ce111n 5 L/3GO INTERMED_I_ �rI�EP I 'p 1' 1
All other structural memeber5 L/240 FLOOR SHEATHING // l Lu
Exterior walls with la5ter or H/3G0 STRUCTURAL PANELS-I"ORLE55 8d 6"EDGE/_2" EL �� /t I)
StUCCO flNSfl " Naihng requirements are based m wall sheathng nailed 6 inches O.C.at the Panel edge. If wall sheathing is cher O. a to ob
Exterior walls-wind loads with L/240 higher shear capacities, ailug requireme is for structural members shall be doubled,or alternate connectors,s 19 ar plaN path.d P _M tai tf�j PAGE:
oI
brittle finishes la � am
_ __ � Z
� 7.
re
Exterior wal Is-wind loads with L/1 20 C' When wall sheatinng is continuous over connected members,the tabulated number of—lb shall be permitted to \d'�
' orrosion sstant I rooFin -,I.-d 16 a e sta les are ermined,check IBC for additional re ui C:Y7Q V G
flexible flnlshes
FES ION
3
GENERAL NOTES:
LJ
O
• The information on this set of construction documents Is to relate bask design PLUMBING * HVAC NOTES:
ey are intended as a construction aid, not as a
Intent and framing details. Th
substitute for generally accepted good budding practice and are in compliance with • All plumbing work shall be done by a duly licensed plumber and must conform and adhere Q Z
2010 New York State Building Codes. The general contractor is responsible for to all New York State building codes ! salty requirements.providing standard construction details and procedures to ensure a professionally
finished, structurally sound and weatherproof completed product. • If wall plates or Joists are cut during the installation of plumbing fixtures or equipment
contractor must provide appropriate bracing to tie framing back together. Z
General contractor to coordinate aSubcontractors, schedulin
• all9 of work and • Baseboard heating is to be hot water and zoned. Plumbing contractor is to � Q Q
Interaction between trades. adequately size the system and place the baseboards in an unobstructed location in each room
required to receive heat. Minimum of one thermostat for each zone will be required.
• The contractor is responsible for ensuring that all work and construction meets
or exceeds current federal, state and local codes, ordinances and regulations, etc. • Plumbing fixtures to be Kohler brand or approved equal; color to be white, styles as
These codes are to be considered as part of the specifications for this building plan. selected by homeowner.
Z
• If in the course of construction, a condition exists which disagrees with that as • Mechanical subcontractor is responsible for adhering to all applicable codes and O
indicated on these drawings,the contractor shall stop work and notify the designer safely requirements. Q
the engineer immediately. Should he fail to follow this procedure and continue work, • HVAC subcontractor to fully coordinate system data*requirements with the C)
e shall assume all responsibility and liability arising Q Nz Ln therefrom. equipment supplier and to provide final system layout drawing and submit it to general contractor, � N
owner and equipment supplier for final review*approval. U O i
• Dimensions take precedent over scale-DO NOT SCAI F DRAWINGS. } —
C9 u- In
z m
• The designer has not been engagedFRAMING NOTES: p W
for construction supervision and assumes no Q tO
responsibility for construction coordinating with these plans, nor responsibility for z Z
construction means, methods, techniques, sequencesO or proceedures or for saftey • All lumber is to be Douglas Fir#2 or better at I G"on center WIND RESISTANT CONSTRUCTION CONNECTORS
precautions and programs in connection with the work indicated. There are no • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation U U
warranties for a specific use expressed or implied in the use of these plans. : �
refers to current arsenic-free treated wood standards and shall take the place of'CCA' CONNECTION LOCATION: PART NUMBER: NOTES
Contractor O W
no intervenin
• it chprovide hardwired smoke detectors, with battery backup,and with All TJI's are to be installed in accordance with the manufacturer's specifications and Shall include RIDGE-TO-RAFTERS L5TA24 APPLY TO EACH PAIR OF RAFTERS W m LU U
intervening switches, on all floors and m each bedroom. Verify with local code squash blocking web stiffeners at bearing points on girders and other load bearing areas LU = U 0
requirements as per Section R3 1 7 New York State Residential Construclton Code. RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER
Install carbon monoxide detectors as per code. • Structural Steel ASTM A3G - FY= 3G KSI
• II straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectorRAFTER TO-PLATE RT 15 APPLY TO EACH RAFTER
s, straps,
FOUNDATION NOTES: etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be (USE WITH SPTH4 CONNECTOR)
nailed/bolted in accordance with the manufacturer's specifications. PLATE-TO-WALL STUD 5PTH4 APPLY TO EACH WALL STUD z
• General contractor to review plans, elevations and details to determine All floor sheathing is to be 4"AC type plywood,tongue*groove and shall be glued and screwed to 2ND. FLOOR WALL-TO-IST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD O
intended heights of finished floor above typical grade.
the floor Joists(G"o.c. edges 12"o.c, field) HEADER-TO-JACK STUD LSTA 1 2 APPLY TO EACH JACK STUD ~
• Existing foundation to be pinned and solid concrete filled with fasteners as shown Solid blocking Is to be Installed every 5'-O"max. or mid span of all floor Joists with spans exceeding
• U
In building sections. CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD O
8'-O". Blocking is to be installed at all point load bearing points. i
• Footings shall bear on undisturbed soil within bearing capacity of I.5 tons/Sq.ft. SHEAR WALL HOLDDOWN ANCHOR ADSS APPLY TO EACH SIDEWALL END D
• Install double Joists under all partitions running parallel
• Concrete shall be FC = 3,500 PSI @ 28 days All exterior wall headers to be 2-LVL's as indicated on floor plans*Sections and all interior _
• Concrete on 4"sand or gravel fill minimum, with GxG - 10/10 welded wire mesh • I ST. FLOOR-UNDER-SILL PLATE MSTA36 OR RS I G-R WRAP UNDER DOUBLE SILL PLATE ((�
headers are to be 2-2"x 8" unless otherwise noted. All headers exceeding ypic shall have a double (USE WITH 3 SQUARE WASHERS)
reinforcement. Interior slabs to be placed on 6 mil. stabilized polyethylene vapor Jack stud with a single king Stud *on exterior walls provide double sill plate(typical). z
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. >_
adequately supported by precast concrete bar supports to assure that the reinforcement • Provide insulation baffles at eave vents between rafters and soffit vents as indicated FOLLOW MANUFACTURE'S RECOMENDEDINSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. O Z
is held in position during concrete placement and finishing. on plans. U
• Isolation Joints are to be installed between the slab and the walls. Use preformed • Exterior flashing is to be adequately installed at all connections between roofs, walls,
Joint filler that is to be cut 1/2"below the slab surface and the resulting Joint is to be filled chimneys, projections and penetrations as required by approved construction practices.
with an elastomeric Joint sealant.
LU
• General contractor to install cop-r tex(or copper)Sheet metal termite shields FLOOR PLAN NOTES: (j
between all wood surfaces that are exposed to concrete or masonry surfaces.
• Dampproof exterior of foundation wall with a bituminous coating; Foundation • Dimensions shall take precedent over Scale drawings, DO NOT SCAM
excavationDRAWINGS L/L
is not to be backfilled prior to the installation of the floor framing. zAFTER
• All interior walls to be covered with 8"gypusm board with metal corner reinforcing. All
drywall products, including gypsum board, screw,joint compound,tapes d trim shall be U.S. RAFTER NOTCHED RAFTER
ELECTRICAL NOTES: Gypsum Co. or approved equal. All joints shall receive 3 coats ofjoint treatment. Sand final RIDGE RIDGE RAFTER
coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and TOP PLATE
• All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include spackled, 3 coats, ready for paint.
TOP PLATE _ e
installation of fixtures $specifications as indicated on plans. Li ht fixtures to be Supplied • WALL STUD
p 9 pp by Interior paint to be Benjamin Moore, walls"antique white"and ceilings white, unless WALL STUD
owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install otherwise decided by homeowner. All interior trim *mouldings to be high gloss white. T r n
all outlets as per code. All work is to be done in strict accordance with the New York State Code . TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING z
by a licensed electrician. All new switches *outlets to be Levition, standard, supplied installed installed Insulation ratingTYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION
and installation locations as indicated on floor plans t sections _
by contractor. Contractor to do all hook-ups as required for bathrooms. • Interior doors to be solid core wood; style to be determined. Q � O
z }
Q w
ZND.FLOOR WALL STUD KING STUDS ..
U 0
WOOD JOIST WOOD JOIST 2ND.FLOOR PLATE CRIPPLE STUD L 0
BO
BLOCKING JOIST HANGER RIM BOARD HEADER
W
GIRDER/HEADER I ST.FLOOR TOPSUPLAFLOTESR JACK STUDS O
WOOD GIRDER4 BL
WOOD J015T (9
1 ST FLOOR WALL STUD W -I--�
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION W
L
TYPICAL MULTI-STORY CONNECTIONS
WALL STUD O
E�4 \ BOTTOM PLATE METAL DOWN STRAP v
WALL STUD LD-
SUB FLOOR 38-1 Gd SINKER z
BOTTOM PLATE DOUBLE JOIST NAILS AS PER
I ST.FLOOR WALL STUD �3-2"X4"WD STUD LQ
BATHTUB MANUFACTURER
DOUBLE JOIST @ CORNERTYP. LQ
I ST.FLOOR PLATE .'ro irox 2"X4"SILL ,
5UBFLOOR PLATE
DOUBLE JOIST FOR NON-BEARING WALLS RIM BOARD RIM JOIST TYP. LU (�
DOUBLE SILL PLATE DBL.SILL PLATE _
DOUBLE JOIST FOR UNDER A BATHTUB ANCHOR BOLT (1)S4 REM IN J
m
FOUNDATION WALL SHEAR CONE-MIN. Q0
1 2"LENGTH Q
PROVIDE 1/2"SPACING •
BETWEEN THE END STUD 30"MIN. FOUNDATION
AND THE 2 OTHER STUDS REBAR LENGTH - WALL TYP. - y
FOR ALLOWING /2"MIN. �"' z O
SILL GASKET HOLDDOWN INSTALLATION CONNECT CORNER STUD
TO TRANSFER SHEAR I ST.FLOOR TO FOUNDATION CONNECTIONS FROM CORNER r ` O
TERMITE SHIELD FASTEN WTH(2) 1 Gd
COMMON NAILS @ G"O.C.
DBL.SILL PLATES METAL HOLD-DOWN/UPLIFT ANCHOR L U
(TO OVERLAP JOINTS) SIDEWALL
ENDWALL Q
z z
FOUNDATION WALL O
SHEAR WALL CORNER CONNECTION P OF NEyj, QD
(� O
SILL PLATES TO FOUNDATION ANCHORING �� J.
FFA, y°,A V J (S)
Q� �O U-i
U'l_ C)
CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION D1 MILS Z =
NOT TO SCALE N W
PAGE:
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