HomeMy WebLinkAbout42638-Z p�gUFFOtIr Town of Southold - 3/3/2019
a
P.O.Box 1179
V' 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40242 Date: 3/4/2019
THIS CERTIFIES that the building OTHER
Location of Property: 1610 Platt Rd., Orient
SCTM#: 473889 Sec/Block/Lot: 27.4-10.4
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/13/2015 pursuant to which Building Permit No. 42638 dated 5/3/2018
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:
outdoor shower stall addition to an accessory barn as applied for.
The certificate is issued to Johnson Richard PRT
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 10/17/2018 rad Piec ch
0 -00
ignature
4�SUfFOI'te4 Town of Southold 3/3/2019
P.O.Box 1179
o -
W. m 53095 Main Rd
yf,0 �ao� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40243 Date: 3/4/2019
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 1610 Platt Rd., Orient
SCTM#: 473889 Sec/Block/Lot: 27.4-10.4
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/13/2015 pursuant to which Building Permit No. 42638 dated 5/3/2018
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:
accessory in ground swimming pool with fence to code as applied for.
The certificate is issued to Johnson Richard PRT
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42638 7/30/2015
PLUMBERS CERTIFICATION DATED
U IA
ghod'sigr?ature
�SufFn�K TOWN OF SOUTHOLD
BUILDING DEPARTMENT
® TOWN CLERK'S OFFICE
oy . SOUTHOLD, NY
�Ol � dao
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#: 42638 Date: 5/3/2018
Permission is hereby granted to:
Johnson Richard PRT
440 W 44th St Apt 4
New York, NY 10036
To: Alterations to an existing single family dwelling and construction of an in-ground
swimming pool as applied for. 2 cos required. Replaces BP# 39805.
At premises located at:
1610 Platt Rd., Orient
SCTM # 473889
Sec/Block/Lot#27.-1-10.4
Pursuant to application dated 5/3/2018 and approved by the Building Inspector.
To expire on 11/2/2019.
Fees:
PERMIT RENEWAL $406.60
Total: $406.60
4."/
Bu4d,ig Inspector
o�soFFot��oTOWN OF SOUTHOLD
�a �y BUILDING DEPARTMENT
a TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 39805 Date: 5/27/2015
Permission is hereby granted to:
Johnson Richard PRT
440 W 44th St Apt 4
New York, NY 10036
To: Alterations to an existing single family dwelling and construction of an in-ground
swimming pool as applied for. 2 cos required.
At premises located at:
1610 Platt Rd, Orient
SCTM # 473889
Sec/Block/Lot#27.-1-10.4
Pursuant to application dated 5/13/2015 and approved by the Building Inspector.
To expire on 11/25/2016.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $563.20
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO - SWIMMING POOL $50.00
CO -ALTE WE $50.00
Total: $913.20
uild' Lnspector
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$15.0000
Date. -
New Construction: Old or Pre-existing Building: (check one)
Location of Property:
House No. Street // Hamlet
Owner or Owners of Property:
P
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ P;(' ,
Applicant S' re
pF SOVr�,®l
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 , �Q roger.richert(@-town.southoId.ny.us
Southold,NY 11971-0959
®lyC®UNTY,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Richard Johnson
Address: 1610 Platt Road City: Orient St: New York Zip: 11957
Building Permit#:qalo32, Section: 27 Block: 1 Lot. 10.4
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: All Pro Electric License No: 33703-ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor X 1st Floor Pool X
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps 1
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment: In Ground Swimming Pool To Include - Bonding, 1- Gas Pool Heater,
1-Salt Generator,4-GFCI Circuit Breakers,3-Pool Lights, 1-Electric Hot Water Heater For Outside Shower.
Notes
Inspector Signature: Date: July 30, 2015
Electrical 81 Compliance Form.xls
Town Dail Amex Telephone(631)-7654802
54.375 A4ain Road Fax(,631176-5-9502
RAO.Box 1179
Southold,New'York 11971-0959
BUILDING DEPARTMENT
TOWN-OF SOUMOLD
-CERTIFICATION-
Date:
CERTII+ICA:TIO -Date:
Building Permit No. - y v1 (0,3--g
owner
(Please print)
Plumber~. r-n ri 1�i e V ch _
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 bf I°Vo_ =
lead
CONNIE C. BUNCH -
Notary Public, State of Noir York '
No.01 BU6185050 -
Qualified in Suffolk County
COMMIssion Expires April 14,2 a bets-S�
1gUte, -• _ _
Sworn to before me this [ 74
day of 20
OCT 17 2018
Notary Public,&U fIRT O/LCount BUiL mG DEPT
Y TOW1®P SOUTHOL D
OF SO(/lyolo
%S_
• i�
��'Y�OUN14,0c�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION ' - "
P&O [ 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 [ ] CAULKING
REMARKS:
DATE ( INSPECTOR `
Of SOUTy�Io -
OUNT'I,���o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] 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 [ ] CAULKING
REMARKS:
�S
DATE INSPECTOR
"rjf SO
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ jJWSULATION
[ ] FRAMING /STRAPPING [Vj FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ j,'CODE VIOLATION [ ] CAULKING
REMARKS:
k .
op kv,li `1�� v oriir�
o �s. on-L J
p, 1
DATE U INSPECTOR
JOEL DALY GENERAL CONTRACTTD�
DD
P.O. Box 343
Southold, NY 11971, FEB - 1 2019
631-765-1223 Phone and Fax
joeldalyhi@optonline.net
TOWN OF SOUTHrU
January 31,2019
Southold Town Building Department
Southold,NY 11971
To Whom it May Concern,
Regarding Richard Johnson and Laura Santisi,Permit Number 42638, 1610 Platt Road,
Orient,NY 11971.
Description of work performed:
Attach outside shower to existing barn, approximately 80"wide x 4' deep and 81"high.
Install pool fence
Sincerely,
"-
Joel Daly
Lo,uxc3L
o exp
IIF-
G`na�'d Jok�vc1
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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 �c� 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.0'
Application
Flood Permit
Examined ,20 Single&Separate
Storm-Water Assessment Form
, Contact: _
Approved 9-7—,20 Mail to: Q OAM NIWErS
Disapproved a/c ?D 86'aa 4'9( S®�l�6-0 MI
Phone: 0J 1 _�14—424I
Expiration ,20
D
2rr
U I� lin �l h
CUTg Ins ctor
MAY 13 2015 APPLICATION FOR BUILDING PERMIT
Date 13 , 20 1 Z>
gOr, U
TINSTRUCTIONS
OV:<<�!Of �OUI IIOL�
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.
whmit�
( ' ature of applicant or name,if a corporation)
Bax AV61i 1S0U—kttbL4Q
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
/$-� �"
Name of owner of premises 'KIQ-gARQ TOt-iasbiU LAU(L-A Z3AN-"-9 t
(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:
X1010 PLAN FI® 0R-c er,,�—F kc,57
House Number Street, Hamlet
t •a,�•, ( ��_T
County Tax Map No. 1000 Section Lot
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��p l)G-.(-�E� kM(" (RISS 101=MC&
b. Intended use and occupancy S 1113 Gi-& Swim a Fool
JDD(<rn
3. Nature of work(check which applicable): New Building_ Addition Alteration
Repair Removal Demolition_ Other Work SUJt Mn10tG-- POOL
E�N3CLEL5Lf5ncription)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units h9 A- Number of dwelling units on each floor IIJA
If garage, number of cars N !'c
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N A.
7. Dimensions of existing structures, if any: FrontU0, i Rear ��•�a Depth 29 31
Height '� �a(a Number of Stories 2
n
N D Ctt�C-r-- °
Dimensions of same structure with alterations or additions: Front 3 Rear ��•b
Depth 26S Height .'L4 •& 9 Number of Stories 2
SWkfA. pool✓ Lg` Dmms(Z i `I -01W1OF- -?e-- it 41(s" oeFP°
8. Dimensions of entire new construction: Front Rear Dept r
Height Number of Stories_
t3`1,j�1 5fI D
9. Size of lot: Front Rear ( 3°1 ° Depth �3513-L
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R —6P
r 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO
14.Names of Owner of premises i-• SAO+IS i Address tJ"t Ni I003 Phone No.
Name of Architect MALL FORrM 6EEe9(0 Address-46-W,"2-("s+- Nj Phone Noll 2,— S54—H-,-
Name of Contractor oet- ® t- . Address; 'Lb5 60t SSMu Phone No. `7a5" 17-23.
A-Crr� J6&7d Ctt1\Y k6e9--S -PD04a<A-Qi socR° L�V' _ (0 31•-2yt4-- 2AI
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—X
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF SULK--
J-0 A-P� Ctt&M 6-eV S being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the �"C�
(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.
Sworn to before me this
day of 2015'
\ I& "&LA a�
-- wlka�
Notary Public cONNIE D.SUNCFF Signature of Applicant
Notary putft,Stat®of N®w'York
No. 1n&ftkCOM Y
� kC
Qua
$"W Expires RP O
April 14,2,_.._'
� 95UFFQk f
SCOL A. Russell S'7etC�})RIA\'��'A'IE�I�R
SUPF,RVISORMA.-NAGEMENT '
s5MaiaRoad-SOTOWN xAU.-N EWY K � 'own of Southold
s >�a�a-sovMoLn,NEWYORK sign
,
CHAYMR 236
6 . V AtORMWA KAAVEAWyOMKIy IBEET
(To BE COMPLETED BY THE APPUCANT)
PRI INV LVF, MY OF TM ��w� �
g�
BMW=ALL THAT APPLIn
IeS NO e
'El LrI3 A. Clearing, grubbin& grading Or.stripping of lend which affects more
than X000 square feet of ground surface.
B. Excavation or filling involving more than 200 cubic yards-Of matefial
within any parcel or any contiguous area..
C. Site preparation on slopes which exceed 10 feet vertical rise to .
100 feet of horizontal distance.
D. Site preparati ';on within 100 feet of wetlands, beach, bluff or coastal �
erosion hazard area.
E. Site preparation within the one-hundred ear floodplain as depicted
on FIRM Map of any watercourse.
lE]EgF'. Installation of new-or resurfaced impervious surfaces of 1,00Q square ,
feet or more, unless prior approval of a Stormwater Management �
Control plan was received by the Town and the proposal includes
in-kind teplacernent of impervious "surfaces.
If yet wswanw w to an of lbe�gwwdons awe,STOP' Cwnplete the llpglicant section Now with your t+tasue,
signatue,contact Io b matlm� ' Date& Tn Nap Number? +Chapter 236 does not apple to Your project.
Ir ymt aatstaed YES to one or Leon of the Wbt we,pleass nbutit Tm copies of a SU=wd€a Management COMM Hn
and a completed Chwk List Forii to the Btd MM'f Wtint Y=Mftd Permit Itppllcatian.
Dam
!g'IWWy owner, rWt.Asan,Cawac or,ott,� S.CT.NL 1000
�Y43 fes°
nom: PLY .�..
//�� d G� - `Fold BUILDING DEPARTMENT USE ONLY'"'o
Contact wornwwft (,g5t_ `•"e—A 2A I �Q � r
cro�ro.mI -' Reviewed Bw w / �k"" .
.. — — — -- - -- - - _ .— _ - - -- - - ®atm 5-'/3 —/J
Property Address/ Location of Construction Wort`:_ -- -- — — — -- -- -- - -- -- — -- — — —
I_(0 L T7—__ P'. 0 Approved for processing Building Permit. —
Stormwater Management Control Plan Not Required_
_ _I `�s7 v — —stormwater Management Control Plan is Required.
(Forward to Engineering Departnwat for Review)
FORM ' SMCP-TOSMAY 2014
• o���F s�r�0 _
Town Hall Annex 7 f 1 Telephone(631)765-1802
54375 Main Road Fix(631)765-g5�2
P.O.Box 1179 G.A yQ roger.rlchertfC�tOVM.soltfllo a.nY.US
Southold,NY 11971-0959 Z*z
BUMDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY* U C24J�of 2. Date:
Company Name: 1911 ��O �LEG7`OL2C
Name: Paul Comn -
License No.: 33 -4 0 3
Address: P0. ,$CJX. Z�3 va n v i ill Y
Phone No.:
JOBSITE INFORMATION: (`Indicates required information)
*Name: -�t Cha_r d 370 hpso n -
*Address: /6/ Q P/ Orco pin /1 Sq.
*Cross Street:
*Phone No.: 1 l 716
Permit No.: 39Y OS
Tax-Map District: 1000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
s Ge i Poo( Cl'u/P m errs w/'rn w.t
3
Poo/
(Please Circle All That Apply)
*Is job ready for inspection: YES/ NO- Rough In Final
*Do-you need a Temp Certificate: YES/ NO
Temp Information(if needed)
*Service Size: 9 Phase 3Phase 100 150 200 300 350 . 400 Other
*Ww Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PA € T DUE WITH APPLICATION
11,119 'T
AQ)
JUL 2 1 2015 lx J `h
e2-Request for Ensp Fa �nC .��
AX�
Southold Town Building Department
ADO�FFQt�CpG� P.O.Box 1179 Permit#: 37562
53095 Main Rd
oSouthold,New York 11971 Permit Date: 10/4/2012
(631)765-1802 Expiration Date: 4/5/2014
Parcel ID: 27.4-10.4
BUILDING PERMIT RENEWAL LETTER
Dated: 4/23/2015
Applicant: RICHARD &LAURA JOHNSON
Location: 1610 PLATT ROAD ORIENT
Work Description: DECK
CONSTRUCT A DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS
APPLIED FOR. REPLACES EXPIRED BP #34714
A FEE OF $125.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: RICHARD &LAURA JOHNSON
Address: 440 WEST 44th STREET APT. #4
NEW YORK,NY 10036
The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department, P.O. Box 1179, Southold, New York 11971
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
N
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SCALE :1'- 600'
N
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SURVEY OF PROPERTY
�N.Y
.5 ATE IN ORIENT
RpAD TOWN OF SO UTHO.LD
CAIN 's's
SUFFOLK COUNTY N. Y.
s 1000-27 01-1*2f I o
SCALE: 10-40'
MAY 7, 2015
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TEST HOLE DATA
Q� McDONALD GEOSCIENCE
4110115
CIO loe
DARK BROWN LOAM OIC
/ BROW SILT ML
C`o ./ ------ 3'
BROWN FINE TO COARSE SAND WITH 20X GRAVEL SW
PALE BROWN FINE 70 COARSE SAND SW
------ 11.6'
WATER IN PALE BROWN FINE TO COARSE SAND SW
1r
COMMENTS: WATER ENCOUNTERED 11.6' BELOW SURFACE
p= U77LITY POLE
p — METER
® = PIPE
®= MONUMENT O't NEW,
ELENA 710NS ARE REFRENCED TO N.A.VD. DATUM.
G
I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL ;
AND CONS7RUC710N OF SUBSURFACE SEWAGE DISPOSAL
SYSTEMS FOR SINGLE FAMILY RESIDENCES AND MILL ARID£
BY 7HE COND177ONS SET FOR7H THoMV AND ON 7HE
PERMIT 70 CONS7RUCT.
Q�A��Q I� Q� I' I�
ANY ALTERA77ON OR ADDI770N 7V THIS SURVEY IS A VIOLATION AI lE/'�mM9567 VV. F7. or 2.03632 AcresLA �N.Y.S UG NO. 49618
OF'SEC7ION 72OWF 7HE NEW YORK STA 7E EDUCA7ION LAW.
EXCEPT AS PER SECTION 7209-SUBDINSION Z ALL CERTIFICATIONS PECONIC SURVEYORS' P.C.
HEREON ARE VALID FOR 7HIS MAP AND COPIES 7HEREOF ONLY IF (631) 765-5020 FAX (631) 765-1797
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR
WHOSE SIGNATURE APPEARS HEREON. 1230 7RAVELER S7REL*T
SOUTHOLD, N.Y. 11971
ABBREVIATIONS LEGEND: GRAPHIC SYMBOLS TYPICAL WALL TYPE SECTIONS JOHNSON
ACT ACOUSTIC CEILING TILE O SANTISI
HOUSE
AD AREA DRAIN 1 WALL TYPE NUMBER
ADJ ADJACENT
AFF ABOVE FINISHED FLOOR
ALUM ALUMINUM 3g1 DOOR NUMBER 5/8"GWB BOTH SIDES W/LEVEL 5 FINISH,TYP.
AMPS AMPERES 00 --PROVIDE WATER RESISTANT GWB @ WET
ANOD ANODIZED
00
LOCATIONS NOT RECEIVING TILE
APPD APPROVED 304 WINDOW NUMBER
A-V AUDIO-VISUAL A /
FRAMING PER STRUCTURAL 1610 PLATT ROAD
BOARDBD
B KG BLOCKING MW-# MILLWORK NUMBER SOUND INSULATION BETWEEN STUDS ORIENT, NY
BRK BRICK
BO BOTTOM OF
BOT BOTTOM F# FINISH NUMBER
BSMT BASEMENT DATE SUBJECT REV. NR.
BYND BEYOND 43/4^
CIP CAST IN PLACE
A-# APPLIANCE NUMBER 05.08.2015 FILING SET
CHNL CHANNEL
CJ CONTROL JOINT
CL CENTER LINE TYP.INTERIOR DRYWALL PARTITION
CLG CEILING z� REVISION NUMBER 1 'NOTE:ALL INTERIOR PARTITIONS TO BE TYPE'1'U.O.N.
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN ROOM ROOM NUMBER A SAME AS TYPE'1'W/2X6 STUDS @ PLUMBING WALLS&AS NOTED
COMPR COMPRESSIBLE 600
CONC CONCRETE
CONT CONTINUOUS
CPT CARPET /, \. WALL TYPE MARKER
CT CERAMIC TILE \v' �— 5/8"GWB W/LEVEL 5 FINISH,TYP.
CTYD COURTYARD
DBL DOUBLE 5/8"WATER RESISTANT CEMENT BACKING
DEMO DEMOLISH OR DEMOLITION BOARD
DIA DIAMETER A100 DRAWING REFERENCE NUMBER TILE ON THINSET,THICKNESS VARIES
DIM(S) DIMENSION(S)
DN DOWN
DR DOOR FRAMING PER STRUCTURAL
DTL DETAIL 2 SOUND INSULATION BETWEEN STUDS
DWG DRAWING A201 EXTERIOR ELEVATION MARKER
EA EACH
EJ EXPANSION JOINT
EL ELEVATION 43/4" VARIES
ELEC ELECTRICAL 1
ELEV ELEVATOR OR ELEVATION A302 SECTION CUT MARKER
EPDM ETHYLENE PROPYLENE DIENE M-CLASS(ROOFING)
EQ EQUAL TYP.INTERIOR PARTITION W/TILE
EXIST EXISTING FLOOR
2
EXT EXTERIOR ELEVATION ELEVATION INDICATOR
FCLU FINISHED CEILING LEVEL(UNDERSIDE) SAME AS TYPE'2'W/2X6 STUDS@ PLUMBING WALLS&AS NOTED
FD FLOOR DRAIN o4 �^
FEC FIRE EXTINGUISHER CABINET
FFLT FINISHED FLOOR LEVEL(TOPSIDE) 030
01 INTERIOR ELEVATION MARKER
FIXT FIXTURE
FLR FLOOR
FM FILLED METAL 02 5/8"GWB W/LEVEL 5 FINSIH STITUE CEMENT 34'PLYWD SHEATHING
FO FACE OF BACBKING BOARD @ TILE
GA GAUGE FOUNDATION WATER-RESISTANT BARRIER
] SWITCH LOCATIONS) BUILDING WRAP(ZINC COMPATIBLE)
GA
GALV GALVANIZED METAL(ZINC)PANEL
GWB GYPSUM WALL BOARD
HAT CHANNEL
HC HOLLOW CORESWITCH DIMMER
]
HI HIGH D
HM HOLLOW METAL i R21 BATT INSULATION
HP HIGH POINT j
HR HOUR ] SWITCH 3-WAY FRAMING PER STRUCTURAL
HT HEIGHT 3
HVAC HEATING, VENTILATING, AND AIR CONDITIONING
IRGWB IMPACT RESISTANT GYPSUM WALL BOARD
ILO IN LIEU OF 3D SWITCH 3-WAY DIMMER
INSUL INSULATED OR INSULATION
INT INTERIOR s 1/2
JT JOINT
LBS POUNDS DUPLEX ELECTRICAL OUTLET E1 TYPICAL EXTERIOR WALL-CLADDING TYPE '
LO LOW "NOTE:ALL EXTERIOR WALLS TO BE TYPE'Ei'U.O.N.
MAX MAXIMUM
MO MASONRY OPENING
MECH MECHANICAL SWITCHED OUTLET
MEMBR MEMBRANE
MFR MANUFACTURER
MIN MINIMUM
MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD GFCI ELECTRICAL OUTLET
MTL METAL GFCI
MW MILLWORK
NIC NOT IN CONTRACT
NO NUMBER ® FLOOR DUPLEX ELECTRICAL OUTLET
NOM NOMINAL
OC ON CENTER INTERIOR & EXTERIOR FINISH LEGEND
OH OPPOSITE HAND
OPG OPENING ® SWITCHED FLOOR DUPLEX ELECTRICAL OUTLET
OZ OUNCE
PCC PRE-CAST CONCRETE
PERP PERPENDICULAR
PL PLATE SPECIAL PURPOSE OUTLET(WALL)
PLAM PLASTIC LAMINATE
PLUMB PLUMBING
PLYD PLYWOOD
PT PRESSURE TREATED a SPECIAL PURPOSE OUTLET(FLOOR) s 1 Shower floor tile. TBD
PNT PAINT OR PAINTED
PVC POLYVINYL CHLORIDE
RBR RUBBER
RCP REFLECTED CEILING PLAN CEILING MOUNTED RECESSED DOWN LIGHT s-2 Floor the @bathrooms. TBD
RD ROOF DRAIN
REQD REQUIRED
RM ROOM
SCLU STRUCTURAL CEILING LEVEL UNDERSIDE G 1 New Gravel to macth existing gravel at shed ,"..".. ,
(UNDERSIDE) CEILING MOUNTED RECESSED WALL WASH
SED SEE ELECTRICAL DRAWINGS O a
SFLT STRUCTURAL FLOOR LEVEL(TOPSIDE) .
SIM SIMILAR w-1 Interior wood flooring to match existing ' <�
SMD SEE MECHANICAL DRAWINGS CEILING MOUNTED FIXTURE
SPEC SPECIFIED OR SPECIFICATION
SPK SPRINKLER
w-2 Exterior wood $
SSTL STAINLESS STEEL O g'
deckin
STC SOUND TRANSMISSION COEFFICIENT
STL STEEL CEILING MOUNTED PENDANT LIGHT V
STRUCT STRUCTURE OR STRUCTURAL O
T AND G TONGUE AND GROOVE w-3 Wood slat siding to match existing shed ,
TELE TELEPHONE WALL MOUNTED FIXTURE
TLT TOILET1-0
TO TOP OF w 4 Wood fence framing TBD
TOC TOP OF CONCRETE RYALL PORTER SHERIDAN ARCHITECTS
TOS TOP OF STEEL LED STRIP LIGHT
TPD TOILET PAPER DISPENSER 45 WEST 21st STREET I 4th FLOOR
T/D TELEPHONE/DATA M 1 standing seam metal roof and siding TBD NEW YORK , NEW YORK 10010
TYP TYPICAL D FLUORESCENT FIXTURE P (212) 254-1175 I F (212) 254-1755
UNO UNLESS NOTED OTHERWISE
U/S UNDERSIDE M-2 Galvanzied steel mesh infil at pool fence
V VOLT
VAV VARIABLE AIR VOLUME S SMOKE DETECTION DEVICE
VIF VERIFY IN FIELD MTD ON CEILING(TYP) JOB NUMBER: 1414
W/ WITH Ec Exposed concrete @ structural piers & retaining walls.
WD WOOD Weather-sealed. ✓g���>t o Ado
$t✓ COMBINATOIN SMOKE&CARBON MONOXIDE DRAWN: JT (?� S. Ryq
WP WATERPROOF DETECTOR&ALARM MTD ON CELIING P
WPB WATER-RESISTIVE BARRIER �q, \\P ( ✓
WP 1 Typ. interior wall paint, Benjamin Moore,TBD, on 5/8 w . ,
GWB level 5 finish. r I
CHECKED: WR
wT-1 Ceramic wall tile @ bathroom walls
PRINTED: 05.08.201540
wT 2 porcelain floor tile @ bathroom floors TBD 10
SCALE: AS NOTED
SYMBOLS, LEGENDS
& ABBREVIATIONS
DRAWING 2 OF 16
PROTECTION OF OPENINGS NOTES NOTES SITE SURVEY
_ JOHNSON
Per R301.2.1.2 of Residential Code of NY State wood structural panels w/a General Notes Testing
minimum thickness of 7/16"and a maximum span of 8 feet shall be provided precut SANTISI HOUSE
The building code requires the hiring of a special Inspector and a testing agency to
to cover glazed openings with attachment hardware provided. Fasteners shall be 1. Scope of Work:The construction of a dormer on an existign two story building
monitor the construction of all phases of the structural elements.The general
installed at opposing ends of the wood structural panel in accordance with Table with interior renovartions of bathrooms and kitchen &a new pool in back yard. "
R301.2.1.2 of the Residential Code of NY State shown below. contractor must coordinate the scheduling of all testing requirements with the
2. All work shall conform to the requirements of Residential Code of New York testing agency and the special inspector. All testing information and results must
State, County Fire Department regulations, utility company requirements, and the be sent to the engineer of record for review. See drawing X-XXX for controlled
best trade practices. inspection. 1610 PLATT ROAD
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 3. Before commencing work,the Contractor shall file all required Certificates of
FOR WOOD STRUCTURAL PANELS Insurance with the Building Department, obtain all required permits, and pay all fees Miscellaneous ORIENT, NY
(from IRC Table R301.2.1.2) required by governing local agencies.
1. Field measurements shall be taken at the site by the contractor to verify
4. The Contractor shall verify all existing conditions in the field prior to commencing supplement all dimensions and additions affected by existing work or new work DATE SUBJECT REV. NR.
FASTENER TYPE PANEL SPAN <4FOPANOEL SPAN 6 POAOEL SPAN work, and shall report any discrepancies between drawings and field conditions to that has already been installed. Any discrepancies from the information shown on
<4 FOOT <6 FOOT <8 FOOT the Architect. plans shall be reported to and coordinated with the architect. 05.08.2015 FILING SET
rsr r.P
5. Minor details not usually shown or specified, but necessary for proper 2. Before commencement of any work and/or fabrication contractor shall submit SCxE 5'
41/2"#6 1611 1211 911 construction of any part of the work shall be included as if they were Indicated in the to the architect for his approval concrete mix designs for each type of concrete to N
WOOD SCREWS drawings. be used, mill reports for steel and shop drawings for all trades.
41/2"#8 16" 16" 1211 6. The Contractor shall coordinate all work procedures with requirements of local 3. The contractor shall adequately brace, shore, and support the structure during
authorities and building management. the entire construction period. N STE 25) SURVEY OF PROPERTY
IN ORIENT
7. The Contractor shall be responsible for the protection of all conditions and 4. The contractor shall be responsible for coordinating all roof and floor gOA� TOWN OF SOUTHOLD
WOOD SCREWS
materials within the proposed construction area.The Contractor shall design and penetrations, patching, repairing and flashing as required. N % SUFFOLK COUNTY, N.Y.
install adequate shoring and bracing for all structural or removal tasks. The 1000-27-01-104
Contractor shall have sole responsibility for any damage or injuries caused by or 5. Slabs on grade shall be supported by a compacted porous fill at least 6 inches SCALE. 1"=40'
during the execution of the work. thick. At interior slabs a vapor barrier at least 2 mils thick shall be placed between
O the slab and the porous fill.the porous fill shall, in turn, be supported by either MAY2o>s
O 8. The Contractor shall lay out his own work, and shall provide all dimensions clean, inorganic original soil or a compacted fill with a modified proctor density of
required for other trades (plumbing, electrical, etc.). 90.
9. Plumbing and electrical work shall be performed by persons licensed in their
O O trades, who shall arrange for and obtain inspections and required sign-offs.
E 10. The Contractor shall do all cuffing, patching, repairing as required to perform all Smoke & Carbon Monoxide Detecting Devices off'
°' O O of the work indicated on the drawingnd all ter workgthat may be reqired to P�'° �� �' o
complete the job. 1. Smoke&Carbon Monoxide detecting devices shall conform to Section 313 �o� \ �d
o of the Residential Code of New York State. �� .
11. All piping and wiring shall be removed to a point of concealment and shall be bg
co O O p p g g p 2. Smoke detecting devices shall receive their primary power from building � '�� �
WOOd rain properly capped or plugged. wiring.There shall be no switches in the circuit other than the overcurrent device 4
m 12. The Contractor, upon completion of the work, shall arrange for Building's protecting the branch circuit.
`n p O Department inspections and signoffs as required. It
3. All smoke detecting devices shall be accepted pursuant to rules and
regulations promulgated by the comissioner, approved by the Board of Standards
and Appeals or listed by a nationally recognized independent laboratory. No �;s
O O Shop Drawing Review Notes device shall be deemed to be in compliance with this provision unless it is of
either the ionization or photo-electric type.
The engineer will review contractor's shop drawings and related submittals with
respect to conformance with the structural drawings and the specifications.
O O
Before submitting a shop drawing or any related material to the engineer, a +"° '' g
contractor shall: review each such submission for conformance with the means, aP��
methods,techniques, sequences and operations of construction, and safety ° ,.�4, oIF
precautions and programs incidental thereto, including reflection of existing field
conditions, all of which are the sole responsibility of contractor; approve each such
submission before submitting it;and so stamp each such submission before
submitting it. The engineer will assume that no shop drawing or related submittal
comprises a variation from the contract unless contractor advises the engineer
otherwise via a written instrument which is acknowledged by the engineer In
writing. In the event that the engineer will require more than ten (10) working days
to perform review,the engineer will so notify the contractor. '
/
The engineer will return without comment material which has not been approved by
contractor.
' TEST H&t DATA
WON"GEOSO&YCE
Colo X Aww LAW CL
X aeoW.F r
wow Fir 70 CMME sow WM rJx Gum sw
hc+ r
P"MW FM To Ca4m wo SW
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04W?w PAff waw FM M CaQW MW sw
i 7r
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OMM4N>s WTER ovcolANrmm".a a¢ow suerACE
I
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I
I
r--————————————— ———————--— — — 0. U77GTYPOLE
1 1 1 D METER
I I , I • PIPE
1 1 , I ■—MONUMENT
WC#1 T BATH 23 REVA7IONS ARE REFRENCED M N.AV.D.DATUM.
7 W PAit01R MTN STANDARDS AROVAL
AMD S*MVS MR
OFFBSS S. ftW M'S*PPaVAL AL
PER1ur 7o Cays/M�i. ��+a pl���/� /�I�/��Iy�/� /�
ANY A[TERARar aP A=TKW 70 TMS$.RttY IS A M%AMW AREA-M527 R/.FT o 2 W=A r�i m // tx rs Na�sis)a
DF SEC AS
7"OF Thr NEW WW SWE EDIM.IMW LAW. PECaMC Slatl£ttXt$P.C.
1
RELOCATED REPLACED RELOCATED
i
WC I SHOWER LAVATORY &VMASPER39SWTzoWMPRSSEDSAU'PESAMWs
reREtw AW vAuo Pae aas YAP AND aa"r[s THREQT DM r r an)las-solo FAx(esr)ns-r787
1 , WON SIMAW APPEARS N Wft IZM 7RAWUR SMI
MAP OR avers THE AM+RESStD STAG OP Tit svRTtnx a g[.lY DOD
SECOND FLOOR sou7HDLq/A Y.lion
I
1 1/2"
3" 3" 1 1/2" PROJECT INFORMATION
1
I
3" 31 3.. I C.O. h,,. .:...
JI Address:
' 1610 Platt Road Orient, New York 11957 ' €
Proposed Construction:
f
1
Detached Single-Family Dwelling
-
--------r--------i--------------r-------------r------------------------------
Applicable Code: �
' N
KITCH
1 ' '
' I Residential Code of NY State
WC#1-OATH 12
Town of Southold
Zoning District:
R-80
REPLACED REPLACED REPLACED REPLACED NEW
WC TUB LAV SINK DISHWASHER ie
2 S RYALL PORTER SHERIDAN ARCHITECTS
2 Stories
FIRST FLOOR
45 WEST 21st STREET I 4th FLOOR
1 1/2" County Tax Map No. NEW YORK NEW YORK 10010
3" 1 1/2 1 1/2 District 1000, Section 27, Block 01, Lot 10.4 P (212) 254-1175 I F (212) 254-1755
Suffolk County Tax Map No.
' J 3" 3" 3" I C.O. 1000-27-01-10.4
I
Area of Lot: JOB NUMBER: 1414
2.032 acres If_FtE 6 q�
88,527 square feet �`y s R cy
DRAWN: JT /
1 yA �
Area Heated/Cooled: Q ��`� { lr
r------ 2,458 SF
LAUNDRY
; Area Cellar: CHECKED: WR N
1,229 SF 41
I
IPRINTED: 05.08.2015 1,>1 �Yo 01500
EXISTING I EXISTING WSHR
to
LAUNDRY SI OF NEW
K TO REMAIN
TO REMAIN NOTE:
SCALE: AS NOTED -:- '-
BASEMENT 1. FIXTURES MARKED AS
REPLACED ARE NEW FIXTURES
11/2" 11/2" LREPLACED OCATION IN EXISTING NOTES, SURVEY &
11 c.O]
J 2. FIXTURES MARKED AS PLUMBING RISER
RELOCATED ARE FIXTURES IN
TO EXISTING SEPTIC NEW LOCATIONS, BUT
SYSTEM(SEE SURVEY
MAINTAINING EXISTING LOAD ON
FOR SIZING&LOCATION) THE SYSTEM.
003 PLUMBING RISER DIAGRAM
1 NTS DRAWING 3 OF 16
JOHNSON
SANTISI HOUSE
0
1610 PLATT ROAD
0
ORIENT, NY
Qd
DATE SUBJECT REV. NR.
( � 05.08.2015 FILING SET
Q 0 21-1111
60'-0" 1'-0" 19'-6" 24'-0" V.I.F.
\
\ 10'DEEP TEST
D§CAPE1 BORING LOCATION
�
_(RL69A�TED -( NEW POOL FENCE TO COMPLY WITH APPLICABLE CODES
o EIEC ���fff"'
Q M M
o d �o (V
vo
` uJ
.� w
0 �
oLLJ
\ O O
0 \\ PROPOSED ' '
`\ POOL in
O O U
P \ r r J w
(� J o a
a ( NEW POOL,, 10'-0' MIN. Q
o� 00 DRY WELL: = HZp
�o 4'X4' `\ ( $.gym
Ow `\ } ��_
(� V O wm \ J Q0Ur
z U \ W POOL
wJ \ O.0...0............................................
... ......_.. ........ ......__..... ........._......................._.__.._.LL. .......... ......__......_......_.... .. ..._....- .................... ............. ............_.
._ ......._......._................... ................ ... ...... ......................................... .. ...._.............._............_..._.._.__.....__."-........_......._......_............_.........._.
a O
- ...�- p O Q p �.\ SETBACK LINE O O( a U U LOCATION
a�_ \\ 0
w d Q] ` w EXISTING �•
LL
z o ` _j ,,\., SHED
C) \ 0
o
� Z
f� � o
`t1 Cl '
0 C14
0
o
Y� o�
EXISTING FENCE BACKED BY NEW CHAINLINK POOL FENCE
N
(-,-) ENLARGED POOL SITE PLAN (ALL DIMENSIONS V.I.F.)
1/8'.
/8 = 1 -0
LOT LINE \
O U Cj
\\ \ 17 ' }m ut. �J
\\ \` 04 0 w Ql rSI r(
LL
�J J,
, zoi
Q-1 jo
EXISTING v \
CESS POOL �r/' 25'-0"V.I.F. \\\ 35'-0"
V.I.F.
BULKHEAD FRONT YARD a
�\
SETBAGK � .�...._..E
~16 EXISTING
�\ �� EXISTING i O
52-3 V.I.F. HOUSE WELL / �1 \\J rr
f^� J V.I.F. o cr
v
C°
Q RYALL PORTER SHERIDAN ARCHITECTS
-0 I � `' NEWEST YORKt STREET
NEW YORK 100010
21-1111 601-01119 6 24 0 V.I.F.
tet. rj I �` , ` I ? ti' P (212) 254-1175 1 F (212) 254-1755
f
�SCAPE NEW POOL FENCE M
T'
Ov
f!VbC�T .Sf
r? TREE ! :�, c r
�'S �� JOB NUMBER: 1414 -
�,r q
5; ' W P(7UL c c Ij,, �.� J S. RYq
r• ro �1,#. RY��I�IELL \ lu
O O " r j
�� �- DRAWN: JT
cl:_ �� \ PROPOSED 4-6 15-0 �\�.SG I S- s ? ��� ✓� �.�
l r2 w ,Z� 14' \\ POOL o0 CO
101-0
w I ° CHECKED: WR
b' ~ ` NEW WATER,AND ELECTRIC LINE TO POOL
` Irl O _� I �? PO& J __ o _ 1S1
v
----------- ------- ,,p-..r-�--- a � w �----_— ------�� ---------- ----- ---------------------- ---- — - ----�-- ------ PRINTED O
-- '--'-----------------------'--'-- J.
1 \` O EQUIP. \/1 05.08.2015 9� °• 01500. fit.
U / ��
Z � �) ��� �\ �:.J w \ EXISTING Q >l <" I•, �QF NEW -D
SHED /l�� ..� .f - J +``'--::
O I \ / — Q ( l-
SCALE: AS NOTED
,� } ' �� 0 Jrf` \\ ci11y a. L.. rr, Y U �� JJf7 GRAVEL
1 t� C� \ DRIVEWAY
( i1 1 m �,
w w t o
ui
PROPOSED
�1`-`- .i-� Jl; t`1r/(r\ ��;r ��" i' I �1.n �'� G...41 C� � Sti; �'� 5 f..17 r� .� v`l�•l�� 1-•.r' 1 '11r;1 C-.�,.._ /���� � 4 '��
EXISTING FENCE BACKED BY NEW CHAINLINK POOL FENCE �� t7 !� t!J ,� �Z1 c� iJ ,.J1 ) r' -�' , SITE PLAN
Vil Cit, (7C)i L rn.\ C..� r� (� V U� \_
C l 1� SC� tr �.1�\^fv? c�-\ l.vC.� ,.,.` ( /v i,--
l.�i
f-" C'>57�l \ r, �:,i �- C>t) ` c c�ti 1 ��
LOT COVERAGE ACCESSORY STRUCTURE LIMITATIONS ZONING AND BULK LIMITATIONS
PRELIMINARY SITE PLAN AND SETBACK DIAGRAM (ALL DIMENSIONS V.I.F.) N - MAX. ALLOWABLE LOT COVERAGE =20% -ZONED R-80
1 �- �� - EXISTING LOT COVERAGE— 9.9% ° -MAX HEIGHT=22 I - FRONT YARD SETBACK=35 I
004
1/16 — 1 0 - PROPOSED LOT COVERAGE — 12.4/° -SIDE YARD SETBACK=25 -SIDE YARD SETBACK= 15 (25 BOTH SIDES)
-REAR YARD SETBACK= 25 - REAR YARD SETBACK=35 DRAWING 4 OF 16
DEMOLITION NOTES DEMOLITION LEGEND JOHNSON
1. Contractor shall perform all operations of demolition and removal %// %;' - EXISTING WALLS TO REMAIN S
A H TI S I HOUSE
indicated on the drawings and as may be required for the work. All work
shall be done carefully and neatly, in a systematic manner.
r--------�
2. All exist. surfaces and equip. to remain shall be fully protected from i i - EXISTING WALLS TO BE REMOVED
damage. The Contractor shall assume full responsibility for damage and L-————————
shall make repairs required wihout additional cost to the Owner.
1610 PLATT ROAD
3. No debris shall be allowed to accumulate on the site. Debris shall beZZZ Z - REMOVE EXISITNG WALL AND Y
removed by the Contractor as the job proceeds. The site shall be left FLOOR TILE ORIENT, N I
broom clean at the completion of demolition.
4. No structural elements shall be removed unless portions affected are
adequately supported by either temporary shoring or new structural DATE SUBJECT REV. NR.
elements as required to protect the stability and integrity of the existing
structure. 05.08.2015 FILING SET
5. The contractor shall provide adequate weather protection for the
building and its contents during the course of the work. All opening in any
wall or roof shall be protected from all forms of water penetration.
6. The contractor shall file all necessary Certificate of Insurance with the
Building Department, pay all fees, obtain all permits and provide any and
all bonds required by an agency in order to do the work herin described.
AT EXISITNG BATHROOM:
- REMOVE ALL BATHROOM FIXTURES
- REMOVE ALL BRANCH PIPING BACK
TO RISER AND CAP PROPERLY
- REMOVE ALL CABINETRY
- REMOVE ALL FLLOOR AND WALL
TILES
- REMOVE AND SAVE DOOR FOR
REUSE
- CUT NEW ROOF OPENING FOR
NEW DORMER, PROVIDE
TEMPORARY SHORING AND
BRACING AS REQ.
AT EXISITNG MASTER BEDROOM: AT EXISITNG GUEST BEDROOM: AT EXISITNG KITCHEN: AT EXISITNG BATHROOM:
- PARTIALLY REMOVE EXISTING - PARTIALLY REMOVE EXISTING -ALL FIXTURES, APPLIANCES, AND - REMOVE ALL BATHROOM FIXTURES
CLOSET, CLOSET DOOR TO BE CLOSET, CLOSET DOOR TO BE CABINETS TO BE SAVED TO BE REPLACED IN PLACE
SAVED FOR FUTURE USE SAVED FOR FUTURE USE - REMOVE ALL BRANCH PIPING BACK - REMOVE ALL BRANCH PIPING BACK
-CUT NEW OPENING INTO ROOF - CUT NEW OPENING INTO ROOF TO RISER AND CAP PROPERLY TO RISER AND CAP PROPERLY
FOR NEW ROOF WINDOW, PROVIDE FOR NEW ROOF WINDOW, PROVIDE - REMOVE ALL CABINETRY - REMOVE ALL CABINETRY
TEMPORARY SHORING AND TEMPORARY SHORING AND - PROTECT ALL WALLS AND FLOORS - REMOVE ALL FLLOOR AND WALL
BRACING AS REQ. BRACING AS REQ.. TILES
- PROTECT ALL REMAINING WALLS - PROTECT ALL REMAINING WALLS
AND FLOORS AND FLOORS
' ;�/�/ iii �•/
!NOT IN CONTRACT
/
�����/����/� POW31-1
�i� '/SUN ROOMi
j/ 14
___ __ _ ___ _ __ _
, I I
1 ----,� , , ------ I T R 1 -------- I r------+----- i ^� -� LIVi2G 2 BAH OB�Rp�
I
-- -- - �/ KITCHEN /DINING =)3 /
UI It
i
,
BEDROOM HALL BEDROOM
22 21 24 NOT IN CONTRACT// 15
; I
H� RYALL PORTER SHERIDAN ARCHITECTS
//
45 WEST 21st STREET I 4th FLOOR
NOT IN CONTRACT
NEW YORK , NEW YORK 10010
;LIVING 1 // P (212) 254-1175 I F (212) 254-1755,/
11 ;/ BEDROOM/
j'" " •/ // j / j� // / / " j / / j/ � 18
JOB NUMBER: 1414
DRAWN: JT
CHECKED: WR
PRINTED: 05.08.2015 9� ��. p150 . ,
F N E Wi
SCALE: AS NOTED
DEMOLITION
PLANS
2 SECOND FLOOR_DEMOLITION PLAN 01/44
ST FLOOR DEMOLITION PLAN
N N
DRAWING 5 OF 16
GENERAL NOTES ENERGY CONSERVATION NOTES CONSTRUCTION LEGEND JOHNSON
1. ALL NEW HVAC DUCTS TO BE INSULATED TO R-6HATCHED AREAS ARE NOT SANTISI HOUSE
(R-8 IN ATTIC SPACES) IN CONTRACT (NIC)
2. ALL NEW WATER LINES TO BE INSULATED TO R-2 - EXISTING WALLS
3. ALL NEW BATROOM EXHAUST FANS TO HAVE 1610 PLATT ROAD
GRAVITY DAMPER AT EXHAUST GRILLE - NEW WALLS ORIENT, NY
4. WINDOW TO MEET U-0.29 OR BETTER, INSTALLED
AIR TIGHT TO EXISTING STRUCTTURE. - NEW WOOD FLOOR TO MATCH EXISTING
DATE SUBJECT REV. NR.
05.08.2015 FILING SET
MECHANICAL:
ADD NEW HVAC SUPPLY BRANCH
3 2 4 TO BATHROOM, INSULATE WITH R-8 3 2 4
A301 A400 A400WRAP INSULATION A301 A400 A400
NEW CLOSET WITH
SALVAGED DOORS
NEW WOOD FLOOR NEW FINISHES / NEW FINISHES/
TO MATCH EXISTING FIXTURES PER FIXTURES PER
SPECIFICATIONS SPECIFICATIONS
DOWN
NEW FINISHES/
FIXTURES PER
SPECIFICATIONS NOT IN CONTRACT
NEW WOOD FLOOR PROPTECT EXISTING
TO MATCH EXISTING /EOCONSITORUCTIONS N% PORCH
NEW ROOF NW ROOF � / �
WINDOW SUN ROOM]
WINDOW .�_ ,
8'-9" 7'-4" ABOVE 7'-1" 4'-6" 6'-10" ABOVE
oo lo
- - , // _
'�i/
_ ® ,
4' 11"
cli
o %
A400 — - --- —
m o BATH ROOM 3
1
LIVING 2/ BATH ROOM .. BEDROOM j
_
.............. _. . .... _._......._.KITCHEN/DINING
2 ——4.-0- — — 3'-0" ` 2 .._..................... .. � / 1 /, j 3
_Fll 61 mmm6a-�i
A301 j
Xv
,
— NEW DOOR Nommmm
OT IN CONTRACT/
BEDROOM HAL BEDROOM A301 .. ......................................... ........ ... / .. .
........... .......... __._.._............. ...__..._................_.._.........................._........_ ... ... . PROPTECT EXISTING
22 21 24 _................... __............_ ._. ......... . _ .. CONDITIONS DURING/' !, ,
DOWN _... .... / CONSTRUCTION% /, /
NOT IN CONTRACT / NOT IN CONTRACT
)ROP CT EXISTING PR_ CT EXISTING
CONDITIONS DURING ONDITIONS DURING
ONSTRUCTIONANX%/ ONSTRUCTION%
/ / / BEDROOM/'
LIVING 1
/
/ 10
/
DOWN
1 1 RYALL PORTER SHERIDAN ARCHITECTS
45 WEST 21st STREET I 4th FLOOR
A301 A301 NEW YORK , NEW YORK 10010
P (212) 254-1175 I F (212) 254-1755
JOB NUMBER: 1414 _
CIE ER D ARC
S
DRAWN: JT
ECO
ND FLOOR PLAN FIRST FLOOR PLAN � �b� S. RYq(�✓yi
= 1'-0" 11/4"= 1'-O" CHECKED: WR 0
N N
PRINTED: 05.08.2015 SA �0 01500
P
F OF NEW �{0
SCALE: AS NOTED
FLOOR PLANS
)% I () I
DRAWING 6 OF 16
ROOF PLAN KEYNOTES JOHNSON
1 NEW VELUX ROOF WINDOW SANTISI
HOUSE
2 NEW DORMER, STANDING SEAM METAL FACADE
3 NEW EPDM SYNTHETIC RUBBER ROOFING MEMBRANE
4 NEW METAL COPING WITH DRIP EDGE
5 EXISTING DOWNSPOUT, 3" LEADER TO DRYWELL
6 NEW ROOF DRAIN WITH LEADER TO GUTTER
7 CRICKET TO DIRECT WATER TO GUTTER 1610 PLATT ROAD
ORIENT, NY
DATE SUBJECT REV. NR.
05.08.2015 FILING SET
3 2 4
A301 A400 A400
.. .... .................. . .........................................
..._.._....._.....__..._.._._...._.._._..................._..._......_........._......._.._................ ._............. ......__..............._......_... ...__...... ..... ........... - ....__..... .. __
__..__..__... _.._................_.............._............ ..... .................... _................... . _.........._.............
.....
.............
....._.... _........... .._......... _.. .
_..... .................._...._........................_... ............. . .__........ ................._........ ............ _ ................ ............ ........._._..........................._............ ......_....................._......................... _._.....__...
..............................._..-............._.................... _..._._............. ........_..._.._..... ... ..........................__....._.. . ...............__......._..._... ................... ....... . ... ..........................._._.._......... .. ......... .. - ......_._..._._..._............_._....._.. .....
_............. ............._._........................................ ..... ....._................._.............. .. ............................... ........_. .................._.................... ... ....................... ....._..... ...._..... ... ........... _._..._.....
............................................._ ... .............._......._.............. ..............._..._..._.__....._.._................................._............................ ._ ....... ............ .._.. ... _. ._._._......... --
......... _. . ..._...._._... ..... .. ... ._.......... . . ... ............ _.__... .
11'�„___..........._..........................___....................... _ T-2” V-411_..._.._....___........ .. 8,_9".. .. -.... _ 6-11" _...... 3,_2,x. .... ._-2'_3..
. ............................... ....................................
�7co-N co
EXISTING DOWNSPOUT,
3" LEADER TO DRYWELL g\ \ g \\
z
A400 o N 0
3 It N \\ 5o w Q N \\
Eo
o O
-j
CO EPDM <
MEMBRANE
ROOF
2 NEW VELUX NEW VELUX 3
ROOF WINDOW ROOF WINDOW
A301 A301
NEW DORMER WITH NEW METAL COPING EXISTING DOWNSPOUT,
METAL RAIN SCREEN WITH DRIP EDGE 3" LEADER TO DRYWELL
W., hri3x .h,rr r
_-a m d.
1 RYALL PORTER SHERIDAN ARCHITECTS
45 WEST 21st STREET I 4th FLOOR
A301 NEW YORK , NEW YORK 10010
mmi old P (212) 254-1175 I F (212) 254-1755
JOB NUMBER: 1414 _
S�'�a A° Rc
DRAWN: JT
1 MOUSE ROOF PLAN
7/4"=
N CHECKED: WR
PRINTED: 05.08.2015 qT �o. 015010
P
0)' NEW '40
SCALE: AS NOTED
HOUSE ROOF PLAN
DRAWING 7 OF 16
LIGHT SCHEDULE CONSTRUCTION LEGEND JOHNSON
A RECESSED DOWNLIGHT 5WF/7//7//7///7
SANTISI
HOUSE
/ - HATCHED AREAS ARE NOT
B RECESSED DOWNLIGHT 5W IN CONTRACT (NIC)
C LED LIGHT STRIP low - EXISTING WALLS
D CEILING FAN 58w 1610 PLATT ROAD
- NEW WALLS
E SURFACE DIRECTIONAL 25W(EXISTING) �
NY
® --------- - LINE OF ROOF ABOVE ORIENT
F SURFACE PENDANT 9W
G RECESSED LIGHT(CI COMPLIANT) 5W
DATE SUBJECT REV. NR.
o H SURFACE TASK LIGHT 8.7W 05.08.2015 FILING SET
0 J RECESSED CEILING FAN 5.5W RCP AND LIGHTING PLAN NOTES
K SURFACE MOUNTED 9W
L SURFACE MOUNTED EXTERIOR 25W 1. ALL RECESSED LIGHTS TO BE INSTALLED WITH IC
CONFORMING HOUSING
cfl REGULAR SWITCH 2. ALL NEW LIGHT FIXTURES WITH ENERGY EFFICIENT
D{A- DIMMER SWITCH LAMPS
3-0- 3-WAY SWITCH
0s0 SMOKE AND CO DETECTOR
co
POOL
LIGHT
\
\
1
/// NOT IN CONTRACT;'
// SUN ROOM —
,� \
------------- / /// / / NEW \ NEW / W
NE
/
I I GFCI I I I \
AA
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L--- J I I NEW I 23 i I �---- / / / REPL. / `i.1 16
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-- \ \ i \� KITCHEN/DINING i
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sc \ Z sc
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F-1 BEDROOM HALL BEDROOM \
22 21 24 �� \ NOT IN CONTRA
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/ NOT IN CONTRACT / / %'% /%
/ ���/�/ / LIVING 1
BEDROOM/
71J",
5
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RYALL PORTER SHERIDAN ARCHITECTS
45 WEST 21st STREET I 4th FLOOR
NEW YORK , NEW YORK 10010
P (212) 254-1175 I F (212) 254-1755
JOB NUMBER: 1414
P AND Al
LI HTIN PLAN FIR TFL q�,c
2 SECOND FLOOR RC G G 1 S OOR RCP AND LIGHTING PLAN Q , ���
DRAWN: JT 4i0 ��P� S. RYAS ��
1/4 -k
N N CHECKED: WR
PRINTED: 05.08.2015 �9T 0 01500
S
OF
O�NEW �
SCALE: AS NOTED
RCP AND LIGHTIN
PLAN
A 0 1
DRAWING 8 OF 1
JO�IIUSOi�
S� NTISI MOUSE
1610 PLATT ROAD
2 3 ORIENT, NY
A401 A401 A401
,.\...
!' ,
_....L_..,......_.._y
`-i I DATE SUBJECT REV. NR.
i ----------i_— . --- -- -- ------ -----------_ TOPOFROOF 05.08.2015 FILING SET
: i
-- 269
l
NEW DORMER,
! ,. cp
9'-01, I 'v
METAL RAIN - _
SCREEN FACADE
�._
---- I .
_r_....
------ TOPOFDORMER
—————————— ————————— ————————— ——— ——————————————————— , --— 22,011
— —————
NEW VEILUX NEW VELUX -
ROOF WINDOW ROOF WINDOW ' ` ' " r EXISTING SECOND FLR CEILING
2011
\ —.._
z j'I NEW LEADER z ii I : .
g FOR DORMER
a i. \\\ DRAINAGE \\ \\ \\ �! (: \\
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024 \ 023 N 022 0
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EXISTING S_E_COND FLR
—— ——————————— ——— —————— "'' :- ———————— 1211
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4 SOUTH ELEVATION 3 EAST ELEVATION
1/4 = 1 -0 1/4 - 1 0
3 1 2
A401 A401 A401
_7......._.._... .
r I
— ——— ————— —————————————— — ———— F
——————
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- -r +. .
-,-,, - ....._... :- 22 011
\—I ----- ---- EXISTING SECOND FLRCEILNG�
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— ——— —— i — ——————— —————— ——— ————— ———— ——————————— ——— - 1211 ,. .,
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— —— MEAN GROUND ELEVAT
„ ;
0”
EXTERIOR
2 WEST ELEVATION 1 NORTH ELEVATION - EXISTING / NO CHANGE ELEVATIONS
DRAWING 9 OF 16
1 2 5 6
BUILDING SECTIONS NOTES JOHNSON
A401 A401 -601 -601 FOR NEW FRAMING SEE STRUCTURAL DRAWINGS S101-S103 SANTISI
HOUSE
FOR ASSEMBLY DETAILS SEE A601
------- --------- ----- ----- TOP OF ROOF
-------- ---------------- ---- ----------------------,
2ss ALL EXISTING CONDITIONS TO BE V.I.F.
CP 1610 PLATT ROAD
I -
11'-2" 3'-1"R.O. V-11" 8'-T' f 5'-11" 3'-1"R.O. 2'6" I ORIENT, NY
— ---- — -- ---- ----- -- —
TOP OF DORMER
------- I 22'0"
----- I —_ EXISTING SECOND FLR CEILING, DATE SUBJECT REV. NR.
___ ---- I---------- 20'11..
—————————-
---- f——--------------- � I ' I 05.08.2015 FILING SET
\ 9 r
BEDROOM BATH ROOM BEDROOM
22 23 24
f
7'-0"
/ EXISTING SECOND FLR
-——— ————————————————
M
� KITCHEN LIVING 2 BATH ROOM BEDROOM
r
16 17
.\/ o
I \
EXISTING FIRST FLR
v
rn
ri
MEAN GROUND ELEVATION
CELLAR
r
ti
i
EXISTING CELLAR
——— —-
-471/2"'
'>am
owl
3 LONGITUDAL BUILDING SECTION
1/4"= 1 -0
9 3 4 3 7
-601 A401 -601 A401 -601
--._....__L-.. .........i
................................r-- -- -- �-- ------- --- TOP OF ROO
6' F
G. _ _........._..__I
� 29"
t I =
9'-1" 8 v
ATTIC ATTIC
-601
——————————————
— ———————— —— ———— ——————————————————
————— TOP OF DORMER
------- 22'0"
, I
EXISTING SECOND FLR CEILING
—————————————
—— ———————————————
I 1 20'11"
I -------------
19
HALL 4 BATH ROOM / v
BEDROOMTb
21Eo
1Q .,...,,.
0 [-j, '77'
EXISTING SECOND FLR
----- ---------- I ----------- --- -- � ---------- ---- 1211.
1 ;U
/2 �i� ? ` r
� -601 •I :�
t
HALL BATH ROOM LIVING 1 HALL LIVING 2
15 16 11 15 12 RYALL PORTER SHERIDAN ARCHITECTS
45 WEST 21st STREET I 4th FLOOR
NEW YORK , NEW YORK 10010
P (212) 254-1175 I F (212) 254-1755
L————— A —_ —— EXISTING FIRST FLR
JOB NUMBER: 1414 _
v .
IEaED AqC
DRAWN: JT ����, 5. Ryq�� yi�r
MEAN GROUND ELEVATION
—————— —— ——————————————
CELLAR �`' \> CELLAR / o"
CHECKED: WR
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� rPRINTED: 05.08.2015
�O
OP' IYgW
EXISTING CELLAR SCALE: AS NOTED
��LA2 -
yHOUSE BUILDING
SECTIONS
2 TRANSVERS BUILDIGN SECTION AT DORMER 1 TRANSVERSE BUILDING SECTION AT ROOF WINDOW
1/4 - 1 -0 1/4 - 1 0
" A 401
DRAWING 10 OF 16
POOL NOTES JOHNSON
1 FOR STRUCTURAL INFORMATION SEE S101 SANTISI HOUSE
1610 PLATT ROAD
ORIENT, NY
DATE SUBJECT REV. NR.
05.08.2015 FILING SET
62'-0"
lo
60'-0"
-- ----- - - - - - - - -- - - - --- - - - - - --- - -------- - - --- - - - - - - -- - - -- - -- - - - - - -- - - ------ - - --- - - --- - - - -- -- - - ------------- - --------- - ------- ------ -- - -- ---------------- - - - - - - - - - - - -
i I I I
i
[SKIM R] ' , [SKIMMER] [SKIMMER] [SKIMMER] _
o MAIN DRAINS
Eo o ; TO BE 3'APART
RETURN �� ' [RETURN] RETURN [RETURN]
o
I
ALL PIPING TO BE
2"PVC
- ------ - - -- ----- - ------ - ------ - - - ----• --- - - --- --- ---- - -- - - ----- ---=--- - - - - - ---- --------- - -------------- -------- - - -------- ---------- - --- - - - --- -- ---- ---- -- - - -- - - -- O PUMP
ILTER
NOTE:
1 POOL PLAN WITH EQUIPMENT LAYOUT POOL EQUIPMENT TO BE
LOCATED IN EXISTING
1/4" = SHED,SEE A004
zi
FJ I
1 2 1
I
jI
RYALL PORTER SHERIDAN ARCHITECTS
45 WEST 21st STREET I 4th FLOOR
NEW YORK , NEW YORK 10010
P (212) 254-1175 I F (212) 254-1755
60'-0"
POOL COPING(15"-10")
-X'-X"TBD
16'-0" 5'-0" JOB NUMBER: 1412
-- . in
EXISTING GRADE(15"-7"VIF) �ER ARC
-• -• ----•
5 ti
-X'-X"TBD
DRAWN: RZ
A.
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- SCALE: AS NOTED
Cl _ f I IIII IIII IIII IIII IIII IIII
_ _ - —IIII_ IIIIIIII—IIII ����
-- —
- I POOL & DECK
K
_ =11111111IIII ��III�I� �I�I ���► IIII �i�l SECTIONS
IIII IIII IIII Hill 1111-1111 1111-1111 IIII HillIIII—
2 T = NSVERS POOL SECTION 1 LONGITUDAL POOL SECTION
7
A 404
1/4 - 1 -0
DRAWING 11 OF 16
5'-10" 2" JOHNSON
r-
--- - -
SANTISI HOUSE
<V
9
- - -- - 1610 PLATT ROAD
Lo
CODE COMPLIANT `- -- _ ORIENT, NY
CODE COMPLIANT POOL FENCE N -_ -
POOL FENCE N WITH WOOD SLATS
WITH METAL MESH
-- -- DATE SUBJECT REV. NR.
(1 3/4"X 1 3/4") INSERT
05.08.2015 FILING SET
0
0
POOL FENCE DETAIL WITH SLATS POOL FENCE ELEVATION WITH SLATS
, 13 2„ = 1'-0" 11 1/211 = 1'-0„
FOUNDATION
FOUNDATION PER STRUCTURAL
PER STRUCTURAL hs' s'�; '"A' .,,. 5'-10„ 2„
wt wvgv
04
x`
O _
D� M
r
POOL FENCE SECTION (TYP.) POOL FENCE SECTION AT DECK 12 POOL FENCE DETAIL W/ METAL MESH (TYP.) 10 P11 OOL FENCE WITH METAL MESH ELEVATION (TYP.)
15 1/2"= 1'-0" 14 1/2" = 1'-0"
WHERE NECESSARY DUE
TO DEMOLITION, INSTALL
WHERE NEiCESSARY DUE NEW ASPHALT TILES TO
WHERE NECESSARY DUE TO DEMOLIITION, INSTALL MATCH EXISTING
TO DEMOLITION, INSTALL NEW ASPHALT TILES TO
NEW ASPHALT TILES TO MATCH EXISTINGMETAL FLASHING
MATCH EXISTING
METAL FLASHING
EXISTING ROOFING TO TIE
INTO NEW ROOFING VELUX ROOF WINDOW
------------------
METAL COPING VELUX ROOF WINDOW METAL FLASHING VELUX ROOF WINDOW
ASSUMED (EXISTING WHERE NECESSARY DUE
EPDM MEMBRANE ROOF STRUCTURE V.I.F.
TO DEMOLITION, INSTALL
FRAMING PER STRUCTURAL NEW ASPHALT TILES TO FRAMING PER STRUCTURAL
— _ 2x6 SECONDARY STRUCTURE MATCH EXISTING ASSUMED EXISTING
FRAMING PER STRUCTURAL STRUCTURE V.I.F.
PLYWOOD SHEATHING
ASSUMED EXISTING
STRUCTURE V.I.F.
BATT INSULATION (R-21)
I
l
VAPOR OPEN AIR BARRIER
__"-5/8" GWB
2X10 FRAMING
PER STRUCTURAL
SECTION DETAIL AT DORMER SECTION DETAIL AT ROOF WINDOW HEADSECTION DETAIL AT ROOF WINDOW SILL SECTION DETAIL AT ROOF WINDOW JAMB
$ 1 1/2"= 1'-0" 7 1 1/211= 1'-0" 6 1 1/211= 1'-0"
77 7
EPDM MEMBRANE ROOF,TAPERED TO DRAIN AT 1/8" : 12" MIN. EPDM MEMBRANE ROOF,
TAPERED TO DRAIN g €
AT 1/8" : 12" MIN.
METAL COPING METAL COPING .:..._w_......
PANEL FASTENER PER MFG
ZINC RAINSCREEN I
ZINC RAINSCREEN
VAPOR OPEN AIR BARRIER
- -- VAPOR OPEN AIR BARRIER
_ 2X6 SECONDARY FRAMING W..._ t
-- - - 2X6 SECONDARY FRAMING
Cl-
- - - - - - -
ZINC LEADER WITH ZINC RAINSCREEN ZINC COMPATIBLE
2 DIAM. DOWNSPOUT PANEL FASTENER (PER MFG WEATHER BARRIER
FRAMING PER STRUCTURAL I S RYALL PORTER SHERIDAN ARCHITECTS
ZINC COMPATIBLE - BATT INSULATION ((R 21) ( BATT INSULATION (R-21) 45 WEST 21st STREET I 4th FLOOR
WEATHER BARRIER BATT INSULATION (R-21) PLYWOOD SHEATHING NEW YORK , NEW YORK 1 0 0 1 0
FRAMING PER STRUCTURAL PLYWOOD SHEATHING PLYWOOD SHEATHING
P (212) 254-1175 I F (212) 254-1755
td C
BATT INSULATION (R-21) ) it 1" RIGID INSULATION (R-5) 1" RIGID INSULATION(R-5) 1" RIGID INSULATION (R-5)
PLYWOOD SHEATHING CURTAIN RAIL W/BLOCKING ZINC RAINSCREEN ZINC RAINSCREEN
; I
�I JOB NUMBER: 1414
FRAMING PER STRUCTURAL METAL FLASHING
PANEL FASTENER PER MFG $ ZINC COMPATIBLE WEATHER METAL FLASHING SH G
E A
BARRIER WHERE NECESSARY DUE c,`5� arc 'icy
ZINC COMPATIBLE WHERE NECESSARY DUE S. R i
1" RIGID INSULATION (R-5) VAPOR OPEN AIR BARRIER = _ - ON, INSTALL DRAWN: JT w � �A�
VAPOR OPEN AIR BARRIER WEATHER BARRIER TO DEMOLITION, INSTALL TO DEMOLITI
ROLLUP SHADE POCKET - - NEW ASPHALT TILES TO NEW ASPHALT TILES TO �� r
vMATCH EXISTING vMATCH EXISTING
METAL FLASHING PANEL FASTENER PER MFG CHECKED: WR (^
EXISTING ROOFING TO TIEco 4
METAL FLASHING FRAMING PER STRUCTURAL
INTO NEW ROOFING
' FRAMING PER STRUCTURAL s� •
PRINTED: 05.08.2015 O
WHERE NECESSARY DUE _----- -
9�F °• 0150A
I 4o
TO DEMOLITION, INSTALL
Zw
OF �'EW
NEW ASPHALT TILES TO \ SCALE: AS NOTED
vMATCH EXISTING \
\ `I
-- DETAILS
\
\
SECTION DETAIL AT DORMER SIDEWALL SECTION DETAIL AT WINDOW HEAD /DORMER PARAPET SECTION DETAIL AT BULKHEAD CORNER /WINDOW JAMB SECTION DETAIL AT DORMER TO EXISTING FACADE SECTION DETAIL AT WINDOW SILL / DORMER
5 1 1/211= 1'-0" 4 1 1/2"= 1'-0" 3 1 1/2" = 1'-0" 2 1 1/211= 1'-0" 1 1/2"= 1'-0"
DRAWING 12 OF 16
JOHNSON
REScheck Software Version . .4
.� SANTISI HOUSE
I Energy Compliance Certificate ��A
Conservation
Project 1414 Johnson Santisi Construction Code
1610 PLATT ROAD
Energy Code: 2010 New York Energy Conservation Energy Efficiency ORIENT, NY
Location: Suffolk County, New York �■
Construction Type: Single-family DATE SUBJECT REV. NR.
Project Type: Addition
Heating Degree Days: 575
05.08.2015 FILING SET
Climate Zone: 4
Permit Date:
771
: +r
Construction Site: Owner/Agent: Designer/Contractor: Wall 26.00
1610 Platt Road Richard Johnson, Laura Santisi William Ryall Floor 0.00
Orient, NY 11957 440 West 44th Street Ryall Porter Sheridan Architects
New York, NY 10036 45 West 21 Stret Ceiling / Roof 46.00
New Yorl, NY 10010
Ductwork (unconditioned spaces):
_.x
__ Window 0.29
Compliance: 20.0%Better Than Code Maximum UA: 25 Your UA: 20
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. Door
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
,
,
•.�.:d.2�,z�,„ t.. :, rig,
Envelope Assemblies Heating System:
;, ;` il 11 ,. Cooling System:
r[. ..t
Water Heater:
Wall 1: Wood Frame, 16" D.C. 118 21.0 5.0 3 W::...:.. ..:..: .,, `, r , ..
Window 1:Wood Frame:Double Pane with Low-E 0.290 15 Name: Date
D
%A S. AF?
Ceiling 1: Flat Ceiling or Scissor Truss 6'�''i� 21.0 25.0 2 Comments
FO
Compliance Statement: The proposed building design described here i dbn en thCtlae I di lans,specifications, and other
calculations submitted with the permit application.The proposed buil g h !;'be ! ed to a the 2010 New York Energy
Conservation Construction Code requirements in REScheck Version 4. 4 a d p h the ma atoryrequirem is list d in
the REScheck Inspection Checklist. 1[
Name-Title Signature ate
mF Ifgif 8
'rte
Project Title: 1414 Johnson Santisi Report date: 04/29/1
Data filename: 150424 1414 Rescheck.rck Page 1 of 7
REScheck SoftwareVersion 4.4.4 01® New 2010 Ne
� �Pla7n,s Verified Flield Verified Plans Verified Field Verified
York Final Inspection Provisions alueValue Complies? Comments/Assumptions York Framing I Rough-ln Inspection Value Value Complies? Comments/Assumptions
Energy gy
n s e et i o n Checklist 402.4 2y ;Building envelope tightness : ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. 402.44 Fenestration that is not site built { ;❑Complies ;Requirement will be met.
p 402.4.2.1 !verified by blower door test result `❑Does Not [FR20] :is listed and labeled as meeting ❑Does Not
[F117]1 ;of<7 ACH at 50 Pa.This ; ;❑Not Observable ;Location on plans/spec: (00
AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable
requirement may instead be met ; ; A601 Details or has infiltration rates per NFRC
;via visual inspection, in which ❑Not Applicable 400 that do not exceed code ❑Not Applicable
Requirements: 96.0% were addressed directly in the REScheck software :case verification may need to limits.
occur during Insulation I F 402,4.5 IC-rated recessed lighting fixtures'. ❑Complies ;Requirement will be met.
Text in the "Comments/Assumptions" column is provided b the user in the REScheck Requirements screen. For each Inspection. [FR1612 sealed at housing/interior/interior finish i '❑
P Y q 9 Does Not
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception 402.4.3 ;Wood-burning fireplaces have ❑Complies ;Exception: Requirement is and labeled to indicate&It;= 2.0
2 ' not applicable. cfm leakageat 75 Pa. _ ❑Not Observable ;
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. [FI8] !combustion
doors and outdoor } ❑Does Not pp ❑Not Applicable
'combustion air. ; : pp
_• ❑Not Observable ,
2010 New Plans Verified Field Verified 1 403.2.1 :Supply ducts in attics are R- ; R- ;❑Complies ;Requirement will be met.
York Pre-Ins ection/Plan Review Complies? Comments/Assumptions tions ❑Not Applicable [FR12]1 insulated to R-8.All other ducts E ;
p Value Value p p R- R-
Energy
Not
Energy 403.2.2 ;Duct tightness via post- cfm cfm ❑Complies ;Requirement will be met. Jn unconditioned spaces or
F14 1 3 construction with maximum outside the building envelope are; ❑Not Observable
103.2 Construction drawings and ❑Complies ;Requirement will be met. [ ] ❑Does Not 9 P
1 leakage of 8 cfm to outdoors, or i insulated to R-6. Not applicable if ; ;❑Not Applicable ;
[PR1] documentation sufficiently 6 ;❑Does Not ❑Not Observable ;
demonstrates energy code p ;Location on plans/spec: i 12 cfm across systems. For all systems are ductless.
';[]Not Observable rough-in tests,verification ma ❑Not Applicable ;
:compliance for the building A601 Details 9 Y 403.2.2 All joints and seams of air ducts, ❑Complies ;Requirement will be met.
:envelope. ;❑Not Applicable ;need to occur during Framing ; [FR13]1 air handlers,filter boxes, and ❑Does Not
i -- - ;Inspection,with maximum ; ;buildin cavities used as return
103.2, Construction drawings and ❑Complies ;Requirement will be met. ;leaks s AL g
403.7 'documentation sufficiently :[]Does Not
:leakage of 6 cfm across systems
'ducts are sealed. € ❑Not Observable ,
[PR3]1 demonstrates energy code € and 4 cfm without air handler. v ❑Not Applicable
❑Not ObservableRequirement
t`..`. .
443.1.1 Pro rammable thermostats ❑Com Iles Exce tion: Re uirement is 403.2,3 Building cavities are not used as ❑Complies ;Requirement will be met.
' compliance for lighting and g P p q
mechanicals stems.Systems I ❑Not Applicable [FI9]2 'installed on forced air furnaces. l ❑Does Not =not applicable. [FR15]3 ducts or plenums. ❑ '
Y Y F p Does Not : . Y
serving multiple dwelling units
❑Not Observable : ❑Not Observable ;
must demonstrate compliance 1 ; € ❑Not Applicable ;❑Not Applicable
:with the commercial code. - ; pp
403.6 Heatin and coolin a ui ment is; Heatin ; Heating: 403.1.2 Heat pump thermostat installed ? ❑Complies :Exception: Requirement is 403.3 HVAC piping conveying fluids R- R- ;❑Complies ;Exception: Requirement is �
g g q p g: g: ❑Complies FI1012 on heat pumps. ❑Does Not :not applicable. [FR1712 above 105
4F or chilled fluids t I :❑Does Not not applicable. g r
[PR2J2 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [ p p
on loads per ACCA Manual 1 or E ' ❑Not Observable below 55 F are insulated to R-3. e I
other approved methods. i Cooling: Cooling: t❑Not Observable ; E :❑Not Observable
Btu/hr Btu/hr1❑Not Applicable ❑Not Applicable ;❑Not Applicable ;
4 .4 Circulating service hot water ❑Com li
03 2 g i p es ;Requirement will be met. 403.4 Circulating service hot water R- R- ,❑Complies Exception: Requirement is al h
[Fill] 'systems have automatic or i ❑Does Not [FR18]2 pipes are insulated to R-2. : ;❑Does Not not applicable. ._ _2 I "'
1 !accessible manual controls.
❑Not Observable �a, Not Observable ;
Additional Comments/Assumptions: ,❑
❑Not Applicable ;❑Not Applicable
403.9.1 Readily accessible switch on ❑Complies ;Requirement will be met. 403.5 Automatic or gravity dampers are! ❑Com Iles :Requirement will be met.
2010 New [FI12]3 heaters for swimming pools. ❑Does Not 2 g Y p p : q RYALL PORTER SHERIDAN ARCHITECTS
[FR19] installed on all outdoor air ❑Does Not
York Foundation inspection Complies? Comments/Assumptions "_, ❑Not Observable ; -, intakes and exhausts. i 45 WEST 21st STREET I 4th FLOOR
303.2.1 'Exposed foundation insulation ;❑Complies ;Requirement will be met. ]Not
Applicable ❑Not Applicabbee
NEW YORK NEW YORK 10010
2 403.9.2 ',Timer switches on pool heaters ❑Complies ;Requirement will be met. P (212) 254-1175 I F (212) 254-1755
[FO11] protection. ;❑Does Not [F119]3 and pumps are present. ❑Does Not Additional Comments/Assumptions:
❑Not Observable;Location on plans/spec:A601 Details I
❑Not Applicable ❑Not Observable
❑Not Applicable ;
403.8 ;Snow melt controls. ;❑Complies ;Exception: Requirement is not applicable. - JOB NUMBER: 1414
[F01212 ;❑Does Not 403.9,3 ❑
;Heated swimming pools have a Complies ;Requirement will be met. a6D- .
[F120] !cover. Covers on pools heated ❑Does Not CSB ARC
?' ;❑Not Observable: , . over 90 QF are insulated to R-12. �;
❑Not Applicable ❑Not Observable ; DRAWN: JT �O � S. RYA��
❑Not Applicable Q
Additional Comments/Assumptions: 401.3 'Compliance certificate posted. ° ❑Complies ;Requirement will be met, • r
(FI712 ❑Does Not CHECKED: WR qc ,
❑Not Observable '
2010 ❑Not Applicable j S
York Insulation Inspection Complies? T Comments/Assumptions PRINTED: 05.08.2015 9 +o. 0150 O
303.3 Manufacturer manuals for ❑Complies ,Requirement will be met. Q
Ene [FI18]3 ;mechanical and water heating ❑Does Not F O .4
P N�11
303.1 ;All installed insulation labeled or ;❑Complies Requirement will be met. equipment have been provided. } SCALE: AS NOTED
[IN13]2 ainstalled R-values provided. ❑Does Not `=' 3 ❑Not Observable I
1
' :[]Not Observable i ❑Not Applicable
❑Not Applicable Additional Comments/Assumptions:
Additional Comments/Assumptions: ENERGY CODE
1 High Impact(Tier 1) 12 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) COMPLIANCE
Project Title: 1414 Johnson Santisi Report date: 04/29/1 Project Title: 1414 Johnson Santisi Report date: 04/29/1 Project Title: 1414 Johnson Santisi Report date: 04/29/1
Data filename: 150424_1414_Rescheck.rck Page 2 of 7 Data filename: 150424_1414_Rescheck.rck Page 6 of 7 Data filename: 150424_1414_Rescheck.rck Page 4 of 7
DRAWING 13 OF 16
COPING JOHNSON
MORTAR-k\_\
_ _ __ __ • . SANTISI HOUSE
6"TILE BAN
BACKFILL TO ROUGH NOTES:
(WATT' 4 °D 4 GRADE 5'AROUND
.°16 I I POOL PERIMETER SWIMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND 2X6 CAP
MARBLE DU • D .' SOIL TO BE LEFT ON PROPERTY. SOIL TO BE STOCKPILED OR RUFF GRADED (AS N
c ° " "1-3/4 X 1-3/4OPENING
#3 STEEL REBAR(VERTI ° PER OWNER) ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED MESH FENCING INSERT 1610 PLATT ROAD
12"OC(6--OC FOR DEPTHS AWAY. PER CODE (TYP.) ORIENT, NY
EXCEEDING 5 FEET) 'a • D III III SWIMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8" STEEL REBAR TIED,
113 STEEL REBAR IIIIIII I 12" ON CENTER FOR WALLS AND FLOOR, 5" ON CENTER FOR ALL TRANSITION 4X4 ACQ POST o
(HORIZONTAL D BREAKS AND BOND BEAM. ;;TDATE SUBJECT REV. NR.
12"oc THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE
' ° III �IIIIIII 05.08.2015 FILING SET
#4 STEEL REINFORCED STEEL CAGE AT A THICKNESS OF NO LESS THAN 12" ON THE TOP EDGE OF THE 4X4 ACQ BLKG.
REBAR NET 8"1 12"TO 36"RADIU s D POOL (BOND BEAM) AND NO LESS THAN 8" ON THE WALLS AND FLOOR.
3500 psi (VARIES) n 4'n II�III II IIII II INTERIOR PER OWNER. ISH OF POOL TO BE "PEBBLE TECH" DURABLE FINISH. COLORS AS
CONCRETE •e '•e D
pv
D i � v Q
8"(MIN.) AN ` D o' D . o' D
1 BMWb 9
D 0- D p' D P' 1 p• v
II�IIIIIII III �IIIII Flo
I IIIIIIRid I I I I I I I laid IIIIIII IlillFal l I I I I I ili—imIIIIIIERI I I I I II
d
12" DIA.
CONC. PIER
4 DETAIL SECTION AT POOL WALL ^ L FENCE SECTION
NOT TO SCALE T 1E/—29?--V-0"
14
'i
FACTORY MULLED WINDOW UNITS
2X10 DOUBLE HEADER
5/8 GWB
-----------------------------
2X6 BULKHEAD WALL FRAMING 16" O.C.
5/8" PLYWOOD SHEATHING
3 (THREE1 NAILED N ACCORDANCE WITH MFG.
if
II
RECOMMENDATIONS
2X4 INTERIOR WALL FRAMING TYP.
2X10 DOUBLE HEADER
i
STRUCTURAL ENGINEER:
JOSEPH FISCHETTI, P.E.
LONGITUDAL SECTION AT ROOF WINDOW �1 FRAMING PLAN AT DORMER
4 1 1/2"= 1'-0" 1 1/2"= 1'-0" P.O. BOX 616
SOUTHOLD, NY
P (631) 765-2954
2X10 DOUBLE HEADER
5/8" PLYWOOD SHEATHING
SISTERED 2X10 RAFTER 5/8" PLYWOOD SHEATHING
2X10 RAFTER, 16" O.C.
— 2X10 RAFTER, 16"O.C. ?
5/8" PLYWOOD SHEATHING WITH ROOFING j
AT 1/8"/12" MIN. PITCH 5/8" PLYWOOD SHEATHING WITH ROOFING
12" MIN. PITCHV
SECONDARY STRUCTURE FRAMING, 2X6 , 16"O.C. 7"7 ; F
5/8 GWB SECONDARY STRUCTURE FRAMING, 2X6, 16"O.C. 41
"
5/8" f
S 2X6 BULKHEAD WALL FRAMING 16 O.C.
GWB I'
2X6 BULKHEAD WALL FRAMING 16"O.C.
_ 0 5/8" PLYWOOD SHEATHING 5/8" PLYWOOD SHEATHING j
RYALL PORTER SHERIDAN ARCHITECTS
3 (THREE) 1 3/4" X 9 1/2" LVL BEAMS, 45 WEST 21st STREET I 4th FLOOR
\ NAILED IN ACCORDANCE WITH MFG
\ RECOMMENDATIONS NEW YORK NEW YORK 1 0 0 1 0
EXISTING 2X10 RAFTER V.I.F. P (212) 254-1175 I F (212) 254-1755
\ FACTORY MULLED WINDOW UNITS
/ JOB NUMBER: 1414
2X4 INTERIOR WALL FRAMING TYP. y�fR r RC
eD_
q
\\ DRAWN: JT 4✓ ���pM yA� i
CHECKED: JF Al�,
PRINTED: 05.08.2015 T' °.015 d�• .+� r
// � a• !r �. SCALE: AS NOTED
ASSUMED EXISTING 2X6 EXTERIOR WALL '• `,` a g+/ a• �^ I
FRAMING 16"O.C. -V.I.F.
j TR UCTU RAL
PLANS & DETAILS
I F
2 LONGITUDAL SECTION AT DORMER WINDOW TRANSVERSE SECTION AT DORMER
1 1/2"= V-0" 1
DRAWING 14 OF 16
JOHNSON
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS SANTISI HOUSE
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY,
1610 PLATT ROAD
ORIENT, NY
KING STUDS \
DATE SUBJECT REV. NR.
• RAFTER WALL STUD
ENDWALL CRIPPLE STUD05.08.2015 FILING SET
BOTTOM PLATE
0 o .
0 RIDGE LEDGER BATHTUB
.
HEADER DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL.
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIIDG E TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ( )
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
THIE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS1 RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED
RAFTER RAFTERS
SILL PLATE(S) WALL SHEATHING MAINTAIN
VENTILATION WOOD JOIST
' SIDEWALL FLASHING
FOUNDATION TOP PLATE BLOCKING
- - - - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER - LAP FLASHING ATTIC SHALL BE PROVIDED WITH A 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP _ - FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA GUTTER
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER
INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS CONTIN.SCREENED VENT
4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION-
ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT. PLYWOOD
INSTALL 4'0"O.C. FLASHING TO FORM CHANNE LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF INCH IN DIMENSION. SOFFITED EAVE
8"-14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO
ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHIOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0"O.C. / ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14"-16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS / 8"- 12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHIOR EACH RAFTER SOFFITED E�4VE DETAIL
ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT
2ND. FLOOR WALL OF FLASHING
ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN.4 INCHES THROUGH VENT
WOOD JOIST
TOP PLATE
WOOD OIS
SIDE WALL FLASHING GIRDER/HEADERODJOIS
T
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTER
INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND
4"-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE STRUCTURAL ENGINEER:
RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR.
INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8'1- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CiONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS JOSEPH FISCHETTI, P.E.
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF
P.O. BOX 616
SOUTHOLD, NY
DBL. SILL PLATE ` O P (631) 765-2954
'``' I
TERMITE SHIELD .,•,�• SUBFLOOR
SILL GASKET `: ` WOOD JOISTS
NEOPRENE
TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET
` - � 2x6 /2x8 CONTINUOUS WOOD PLATE
6 MIL. POLY
DAMPPROOF EXTERIOR �"'
C �% `\ BOLTED TO STEEL BEAM WITH I ;
G
6MIL POLY ON EXTERIOR
v RANULAR FILL -
r
.04
` 1/2 " DIA. BOLTS �+ 48" o.c. STAG.
vSTEEL COLUMN pop _ \
a 4 D e L ROOF JACK STEEL BEAM s `
CONC. SLABcy3 db
COMPACT FILL
4" x 1/4" x 8" STEEL a I
• ROOFING LAPS \ ' TOP AND BOTTOM PLATE I \\
KEYWAY FOOTING c ° a ° � � ` r � FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
d e �
CONC. FTG. v D'o G o ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT
(USP LBIPS58 OR BP583)
pREINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT I I 3" STEEL COLUMN
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) RYALL PORTER SHERIDAN ARCHITECTS
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM 45 WEST 21st STREET I 4th FLOOR
CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL SEAM DETAIL NEW YORK , NEW YORK 1 0 0 1 0
TYPICAL CONC. FOUNDATION.APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36"OC P (212) 254-1175 I F (212) 254-1755
WHERE NEEDED IFOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC
SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL
JOB NUMBER: 1414 _
I SUBFLOOR DRAWN: JT
CONC.SLAB I I DOOR FRAME t d.l• �` \,
6X6 10/10 WWM GARAGE
COMPACT FILL � —� USE 2X8 �— JOIST JF � o t•
DOOR CHECKED:
' I I
_ FOR BLOCKOUT STEEL BEAM �, ..I
4° :SLAB II - SLOPE PRINTED: 05.08.2015
P.T. PLATE W/ 6X6 WMM ��
4 DRIVEUTAY—® NOTCH JOIST AND ADJUST HEIGHT
1/2"AIRS ACE <� e' ,�
` ,,� < I/2< a ° (WITH A NAILING PLATE IF NEEDED) SCALE: AS NOTED \I
,. AT END AND .,o ° ° e• ° ;a e •° u
-C='A IDES OF WOOD ,p , TO BE APROX. 1/2"OR HIGHER THAN
'"-- -zr--"--z�--"-- - - I I ' .e D e D a •° STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE
� ^ fl 4 e Q al Q Q = BEAMS °° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
° ° I—
" a�� G' 6X6 W.W.M.
12 r — —• � —a— � — D D Q
II-1I=ITI-II�Iik STRUCTURAL
p ,c D c a _I I o o o n ,
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TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °A SHIMS TO LEVEL BEAM PLATE (BOLTED TO BEAM)
REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
SEAM POCKET i�)
DRAWING 15 OF 16
JOHNSON
SANTISI HOUSE
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1610 PLATT ROAD
1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL BUILDING USE RESIDENTIAL DWELLING ORIENT NY
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required Qtr SPACING NOTES
in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT
CONSTRUCTION NOTES.
TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL
1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION DATE SUBJECT REV. NR.
intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH
TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL 05.08.2015 FILING SET
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 with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA AF&PA WOOD FRAME CONST. MANUAL for One and Two Family Dwellings
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 PARALLEL RAFTER WFCM -SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.'7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM -SBC LAP NAIL EXT. BALCONIES 60
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3A EACH FACE DECKS
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 TO RAFTER WFCM -SBC END NAIL 40
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 ATTICS w/o STORAGE 10
should be adhered to even if in variance with theIan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20
p 2-8d COMMON
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD)
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 20
4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40
(DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30
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
nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 40
responsibility for construction coordinating with these plans, p ty NAIL NAIL
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 JOINT DESCRIPTION Qtr SPACING NOTES GAURDRAILS ANY DIRECTION 200
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 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, TOP PLATE E 2 - 16d COMMON PER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
4 - 16d COMMON
INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
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 STUD 2 - 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION yin"
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 cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & Co DETECTORS ® SEE FLOOR PLANS
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 HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A- STANDARD STICK FRAME CONSTRUCTION
8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK latest version FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2- 16d COMMON FOOT
FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2
1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished flloor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING:
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
2).All footings to rest on undisturbed (virgin)soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING 20 LBS.2.4.4.2 and 2.2.4 respectively. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE
3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
4 -8d COMMON
concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table 2-8d COMMON
TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with#4 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING EACH TOE
5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 2- 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. 8d COMMON 6" O.C. SEE NOTES: 1,3
9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL a0 @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs )• BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS)
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 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD
6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3
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
8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8d COMMON PER TOE
7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST 3 - 16d COMMON PER END
the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,
8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1
P P P 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c.
1). All framing techniques and methods as prescriptive design of(AF & PA)Wood Frame 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Const. Manual for One and Two Family Dwellings (WFCM); or as specified in R301.2.1.1 Use a minimum 1/2" dia x 8" Ion anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
g g AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c.
g below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL 8d WALL SHEATHING REQUIREMENTS FOR WIND LOADS: STRUCTURAL ENGINEER:
2 . Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM - SBC
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NOTES
NAIL SPACING NAIL SPACING AT INTERMEDIATE JOSEPH FISCHETTI, P.E.
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
616
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTYSPACING SEE NOTES: 1, 3 ( BOTH FIELDS) P.O. BOX
4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SOUTHOLD, NY
4). Unless otherwise noted where needed. GYPSUM all bearing wall headers to be (2)2x10#2 + BTR. Doug. Fir. 5d COOLERS 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD P (631) 765-2954
Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3
( )1 ( ) 9 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
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
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL
to girder(s). JOINT DESCRIPTION Qom, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. j
77 F
and blocking where applicable. N
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall ; E
5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM -SBC
be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE E
6d COMMON 2 Tabulated 12 inch o.c. nails spacing assumes sheathing attached to stud framing members with :_._.
6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD ) P 9 9 9
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" 0).C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. i
5d COOLERS
on plans. WALLBOARD 10„ O.C .. FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails.
2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING
7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTE: ,. .
under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL INAIL
provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION Q� SPACINGCONTRACTOR TO PROVIDE SOIL TEST TO VERIFY RYALL PORTER SHERIDAN ARCHITECTS
8). Provide insulation baffles at eave veints between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O..C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 45 WEST 21st STREET I 4th FLOOR
1" OR LESS 8d COMMON 12" OI.C. FIELD 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. P (212) 254-01175 EI F (201 ) 254- 00 NRK needed. HVAC SYSTEM NOTESNEW
9). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
THESE NOTES ARE ONLY TO BE REFERRED TO IF JOB NUMBER: 1414
10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.9 - FIREBLOCKING REQUIRED
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) "
over subfloor as per manufacture's instructions. equipment supplier. DRAWN: JT
1). Nailingrequirements are based on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space.
q i Fireblockin shall be provided in wood-frame construction in the following locations.
3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge. If wall sheathing 9 p 9 Co X,,- ,
11). All bathroom to have 1/2 thick moisture-resistant sheetrock. Garage walls and Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher CHECKED: JF �,
ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building shear capacities, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor
to have regular 1/2"sheetrock. All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
such as shear plates, shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed PRINTED: 05.08.2015
12). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. using parallel rows of studs or staggered studs.
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuous over connected SCALE: AS NOTED
torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R313 to be reduced tot - 16d nail per foot. drop ceilings and cove ceilings.
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces STRUCTURAL
ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS under stairs shall comply with Section R311.2.2, N.Y.S. Residential Code.
AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE DRAWINGS CONFORM TO GENERALLY NOTES
4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of
ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY. THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS. ALL flame and products of combustion.
CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED
5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code.
DRAWING 16 OF 16