HomeMy WebLinkAbout36251-ZTown of Southold Annex
54375 Main Road
Southoid, New York 11971
11/15/2011
CERTIFICATE OF OCCUPANCY
No: 35287
Date: l 1/15/2011
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 830 North Sea Drive, Southold, NY,
SCTM #: 473889 Sec/Block/Lot: 54.-5-13
Subdivision: Filed Map No.
conforms substantially to the Application for Building Permit heretofore
2/18/2011 pursuant to which Building Permit No.
Lot No.
filed in this ofliced dated
36251 dated 3/18/2011
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:
Additions & Alterations to a Single Family Dwelling: Master Bedroom Suite (Bath, Walk-in Closet, Washer & Dryer),
Garage under, Elevator & Deck as applied for.
The certificate is issued to
Molinari, Michael & Molinari, Paula
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 11/12/11
36251 9/2/11
h~.e East Plumbing & Heating
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 36251
Date: 3/18/2011
Permission is hereby granted to:
Molinari, Michael & Paula
12 Jet Lane
Holbrook, NY 11741
To:
Additions & Alterations to a Single Family Dwelling; Master Bedroom Suite (Bath,
Walk-in Closet, Washer & Dryer), Elevator & Deck.
At premises located at:
830 North Sea Drive, Southold, NY
SCTM # 473889
Sec/Block/Lot # 54.-5-13
Pursuant to application dated
To expire on 911612012.
Fees:
2/18/2011 and approved by the Building Inspector.
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION
CO - ADDITION TO DWELLING
Total:
$672.40
$50.00
$722.40
Building Inspector
TOWN OF SOUTtlOIA)
BUILDING I)EPARTMENT
TOWN IIALL
765-181)2
APPLICATION FOR CEI/TIFICATF, OF OCCUPANCY
Ibis application mnst be filled in by lypewritcr or mk aud snbmilted to tile Builcling Department with tile t'ollowing:
A. For new building or new use: 1. Final survey of properly with accurate location of all buildings, property lines, streets, and unusual aatural or
topogruphic f~atures.
2. Final Approval from l lcalth Dept. of water snpply and sewerage-disposal (S-9 form).
3. Approval of electrical installation fi-om Board of Firc Underwriters.
4. Sworn statcmcnt from plumber cetlifying thal the solder used in system coutains less than 2/10 of 1% lead.
5. Commercial building, industrial building, tnultiple residences and similar buildings and installalions, a certificate
of Code Compliance from architect or engineer responsible for the building.
O. Submit Planning Board Approval of completed site plan requirements.
B. For exisling bnildings (prior to April 9, 1957) non-contbrming uses, or buildiugs aud "pre-exisling" land nses:
1. Accnrate survey of property showing all property liues, streets, building and unusual natural or topographic
Jk3at rtl'CS.
2. A properly completed application and conscut to iuspect sigued by tile applicant. Ifa Certificalc of Occupancy is
denied, lhe Building [nspectnr shall state thc reasons therefbr itl writing to the applicant.
C. [tees 1. Certificate of Occupancy - New dwelling $50.00, Additious to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $5000, Accessory building $50.00, Additions to accessory building $5000. Businesses $50.00.
2. Ccrtificate of()ccupancy on Ih'e-existing Building - $100.00
3. Copy el'Certificate of Occupancy - $.25
Llpdated Ccrlificale of Occupancy - $50.00
5. Temporary Certificate el'Occupancy - Residential $15.00, Commercial $15.00
/
New Constructinn: ./ Old or Pre-cxistiug Building:
[ louse No. Street
OwnororOwne, s of Property: ,~;~ ~ [~
Suflblk County Tax Map No 1000, Section ..... ff ~
Subdivision
Permit No. ~ 2.~"/ DatcofPermit-'5-/~'~' //
(check one)
llatnlct
Block ___~7
Filed Map.
Applicant:
Lot
Ix)t:
tlealth Dept. Approval: ........................ Underwriters Approval:
Planning Board Approval:
Request {bt: Temporary ('e~lificate
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Telephone (631 ) 765-1802
Fax (63 l) 765-9502
ro.qor.dchert~,town.southold.n¥.us
BUILDING DEPARTMENT
TOWN OF SOUTI-IOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
ssued To: Molinari
~,ddress: 830 N Sea Dr City: Southold St: NY Zip: 11971
3uilding Permit#: 36251 Section: Block: Lot:
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
3ontractor: DBA: Daniel Wilcenski Elec ContLicense No: 4723-me
SITE DETAILS
Office Use Only
Residential ~] Indoor ~ Basement ~ Service Only ~
Commedcal Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Sur,/ey Attic Garage
INVENTORY
Service 3 ph Hot Water GFCI Recpt
Main Panel NC Condenser Single Recpt
Sub Panel NC Blower Range Recpt
Transformer Appliances Dryer Recpt
Disconnect Switches Twist Lock
Other Equipment: 1-paddle fan, 1-exhaust fan, 1-hydro massage tub
Ceiling Fixtures ~ HID Fixtures
Wall Fixtures ~ Smoke Detectors
Recessed Fixtures ~ CO Detectors
Fluorescent Fixture ~.~ Pumps
Emergency Fixtures~.~ Time Clocks
Exit Fixtures [~ TVSS
Notes;
Inspector Signature:
Date: Sept 2 2011
81-Cert Electrical Compliance Form
Town Hall Annex
54375 Main Road
P.O. Box 1179
Soulhold. New York 11971-0959
Telephone (631). 765-1802
Fax (631 ) 765-9502
BUILDING DEPARTMENT
TOWN OF SOUTHOLn
.CERTIFICATION
Building Permit No.
Date:
(Please print)
Plumber: ~'-~[~ &qTt4~o[~'
(Please print)
lead.
Sworn to before me this /2
, 20//
I certify that thc solder used in the water supply system contains less than 2/I0 of 1%
Plu
/
County
Notary Public,
LINDA 8. CARLSON
Notary Public, State of New Yod(
No. 01 CA6137178
Qualified In Suffolk County
Commi~ion Expires Nov. 14. l~O
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[~FFOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS.~ ~ ~~~ .~-- ~
!
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ]FOUNDATION 15T [ ]ROUGH ,LBG.
[ ]FOUNDATION 2ND [ ]INSULATION
~FRAMING S~PI~ [ ] FINAL
[ ] FIREPLACE&CHIMNEY [ ] FIRESA~-.'iYINSPECTION
[ ]~.[~s'r~rroo.~mUOTm~ [ ]~m~r~m'~L~r~.r~
REMAR~_:___~____.~_~, _ '- ~~
iNSPECTOR, ~7 I~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION 1ST [ ] ROUGH PLBG.
FOUNDATION 2ND [ ] INSULATION
FRAMING / STRAPPING [ ] FINAL
FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
~_~ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE ~ INSPECTO~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION 1ST [ ,/] ROUGH PLBG.
] F/OUNDATION 2ND [ ] INSULATION
FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:~~-' ·
DATE
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
[ ] FOUNDATION 1ST
[ ] FOUNDATION 2ND
[ ] FRAMING / STRAPPING
[ ] FIREPLACE & CHIMNEY
INSPECTION
[ ] ROUGH PLBG.
[~]I~LATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: -~~ ~'~
DATE ./~~/
INSPECTOR~~
765-1802
INSPECTION
FOUNDATION 1ST
FOUNDATION 2ND
FRAMING / STRAPPING
FIREPLACE & CHIMNEY
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
] RRE RESISTAHI' CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
] ELECTRICAL (ROUGH) [~ ELECTRICAL (FINAL)
REMARKS:
DATE
INSPECTOR~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ]FOUNDATION 1ST
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
ROUGH PLBG.
/..]-1:1 NAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRI~.~(ROU, GH) [ ] ELECTRICAL (FINAL)
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] R~GH PLBG,
[ ]FOUNDATION 2ND [ ]~14S~
[ ] FRAMING/STRAPPING [/] FII~L ~/~j
[ ] FIREPLACE & CHIMNEY [ ] FIRGSAFEI'Y INSPECTION
] FIRE RESISTANT PENETRATION
[ ] fiRE RESISTANT CONSTRUCTION [ ] ELECTRICA~(FINJ~
[ ] ELECTRICAL (ROU, GH~ [
REMARKS: ~/~ ~/"~--'~/ ~ ~"/~'~_~
DATE/~/~//~/ INSPECTO~~
10\',5, ()b SOl lilOI.D
BI:II;DING
I'O\VN }1.-\ LI_
SOUTHOLD, NY 11971
I'EL: (631) 76fi-1802
FAX: (631) 765-950!
Sot~tboldTown. Nortb Forl~.net
PERNIIT NO.
Planning Board applova[
Bnilding Inspector
APPI,ICATION FOP. BUll. DING PERi,'lIT ~
a l'bis application MUST be completely Iqlled dl by typewriter or in ink and submitled to the Building Inspector witb 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 ~o adjoining premises or public streets or
c The work covered by this applicaGon may not be commenced belbrc issuance of Building Permit
d Upon approval oflhis application, the Building Inspector will issue a Building [)ermiI to Ihe applicant. Such a permit
shah be kept on tbe p~em~ses available fbr inspection flwoughout thc work
c No building sbal[ be occupied or used in whole or in parl lbr any purpose what so ever until lhc Building Inspector
msucs a Certificate of Occupancy.
E Eve~ building permit shall expire lithe work authorized bas not commenced within 12 months after the date of
issuance or bas ~o~ been completed within 18 months tkom sucb date I f no zoning amcndmcms or other regulations afl~ctmg tbc
property have been enacted in the interim, the Building Inspector may aulhorizc, in writing, lhe exlension of the permit Ibr an
addition six montbs. Therea~ier, a new permit shall be required
APP[.ICATION [S HEREBY MADE to the Building Department for d~e issuance oF a 13uilding Pm mit pursuant to the
l/tulding Zone Ordinance of the I'own of Southold, Sut'lblk County, New York, and olher applicable Laws, Ordinances or
Regulations, fur the conslructJon ol'huihlings, additions, or altera~Jo~s4 or fbr removal or demolition~as hereto described. The
applicant agrees to comply with all applicable taws, o~dinances, build¢~g ~. bousin~codc, and ~dations, and to admit
aulhorized inspectors on premises and in building fo~ ncccssmy inspeCtS] ~~~[/~~
V / ~i~ature al'applicant or name. ifa corporation)
/~ -" (Mailing a~ofapplicant)
Nanleof'o,,vne,-of'premises 3~f~¢l~(. ~d///.rl./¢,,,¢~ ¢¢- /;~t//IF') / ]'/ttblr~c't(fi'~.a.
/ (As on the tax roll or latest deed)
tf applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officcr)
Bt,ilclc,'s LJcet*se No.
Plumbers License No.
Electricians [.icense No
Off, er Trade's License No,
Count5 I'axMapNo, I000 Section._ ~'~,f&/~ Block ;)00~' Lot
3 Namrco:~ o{k(chcckwhlchappiicablcJ New Building 4ddition ~ Aheration
ReD,Iii
.~._~ Removal Denmlilhm ()fl~er Work
(Description)
5 i1' dx~clling. :mmhc: ofdx~ellin~ units ~ ~lilllBel- vt dwelling unhs oil cad] [leo:
If garage, number et ears
6. Il' husiness. ~onmacl'C~al or mixed occupancy speci¢ nature and extent el' each type of use
7 Dimcnsiol, sol'cxistingstllUcturcs, il'any:l:rol]: ~_~_f_ Rem ~ e/O~ ])el)th
Height_ ~ 2g ' Number of Stories
Dimensions of s~me structure with allerations or additions: Front ~ w~/ Rea~,~
Depth. ~ g//~/' Height. ~ ~z Number of Stories
8 Dilncnsions o['cnlil~ new constl'UCdOn: FllOnl ~ /
Height 2 ,~ ~ Number o~ Stories
[ 5 ti . l ] this pllVpCl-{y within 100 [cet of a tidal wetlu:M or a fi'eshwaEer wedand? *YES__NO
* IFYES, SOUTIIOLDTO~TRUSTEES&DE.C PERMITS MAY B~ REQUIRED.
b. Is this property within ~00 [~et o[~ 6da] wetlmld? * YES ~0
* IF YES, DIE.C. PERMITS MAY BE REQUIRED
16. P~ovide survey, to scale, with accurate foundation plan and distances to property lines.
] ? [£cicvadon al any point on property is at i0 i~et or heio;v, must provide iopographicai data ()ri survey.
18. Arc the: c any covenants and restrictions with :cspcct to this property? * YES bi() ~_
· IF YES, PP. OVIDE A COPY.
ST^rE OF NEXV YOP. K)
being duly s~vorn, deposes and says that (s)be is the applicant
(Name et individual signing con~ract) above named,
(S)He is the
(Contractor, Agent, Colporate Officer, etc)
of said OWller or oxvncrs, and is duly amborized to pcrfoIm or bave performed the said work and ~o make and file d~is appticaPon:
dam all statements conlamcd ill this application arc flue to ti~c~cst of bis knowledge and belief; illld tbat fl:c work will be
perlB,nmdmtbemannerset~BrthinlbeapplicafiOl, filcdfl, er~i[h~"" . ff /i
D~ETSCH ~ qi~mm ~Applicant
Ouabfied m Suffolk Count~ .~ ~ ~ ~
TOwn of Southold
~-~ Er0sion, Sedimentation & S~orm-Water Run.Off ASSESSMENT FOR,"
~t ~on ' G~; ~rlED By A DESIGN PR~E~O~ iN THE STA~ OF N~ yO~
SCOPE OFWOllK. PROPOSED CONsTRUCTiON
PROVID~ ~ P]~O,]~CI' D~ON
STATE OF NEW YORK, ' --~ O N D. U .
CO~ OF ................. . ,, ~ ~ta~ ~ ~ ~ y~
/ ~ ~ ...... : ................ . ~. 01B~1~
~d ~ h~he ~ ~c .~ ~ ~ ~ '
~ ~: ~; ~ ~-~:~ ...................................
~ ~or ~p~ of ~ ~= ~ ~ md b ~ ~ ~ ~o~ or'~ ~o~ ~c ~d ~rk ~
d ~e ~ app~on; ~t · ~ ~n~ ~ ~ appN~o~ ~ ~e ~ ~e ~t ~ ~ ~ ~
~ ~ ~] ~ ~o~ in ~ ~ ~ f~ ~ ~e ~p~on ~ h~.
to ~fo~ mc ~ , ~ · ~ ·
/~ ~ da of ~~ . il /J ~--
...................................... : ,~ ...... -~.~.....~ ............................ ~oZ.~ ~~
~ ~ ~~~ ..........................
FORM - 0~ 0
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Telephone (f~l) 765-1802
ro,qer, richertC~,~w(6n~.~s) ~(~ .ny. us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: ~-'~(~.
CompanyName: ~'}~,~ ~,-~ ~ ~.~
~ame:
License No.:
Add es :
Phone No.:
JOBSlTE INFORMATION: (*lndi~tes required information)
*Name:
*Address:
*Cross Street:
*Phone No.:
Permit No.:
Tax Map District: 1000 Section: ,~ Block:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection:
*Do you need a Temp Certificate:
YES/~
Final
Temp Information (If needed) · ~ '
· Servi~ ~ 3Phase 100~ 200 300 ~.,._ 400 Other
· New Service?'---.~,e-conne....~e-conn~.ndergmund Number ~ Change of Se~---'~=,~Oy_erhead
Additional Information: PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971 0959
Telephone (631 ) 765-1802
Fax (631 ) 765-9502
November 7, 2011
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Michael & Paul Molinari
12 Jet Lane
Holbrook, 11741
Re: 830 North Sea Dr, Southold
TO WHOM IT MAY CONCERN:
The Following Item(s) Are Needed To Complete Your Certificate of Occupancy:
__ Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of $50.00.
/ Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84
__ Trustees Certificate of Compliance. (Town Trustees #765-1892)
__ Final Planning Board Approval.
Final Fire Inspection from Fire Marshall. - Bob Fisher
__ Final Landmark Preservation approval.
BUILDING PERMIT: 36251 - Addition/Alterations
NORTH SEA DRIVE
SURVEY OF PROPERTY
AT SOUTHOLD
TO~N OF SOUTHOLD
SUFFOLK COUNTY, N.Y. ~
1000-64-05-18
SCALE: F--SO'
DECEMBER 22, 2004
APRIL 1, 2005 (FLOOD ZONE,)
FEBRUARY 3, 2011 (UPDATE ~ PROPOSED ADOllTONS)
FEBRUARY 18, 2011 (RE!,1SION)
FLOOD ZONE AE lei 10
FIRM J610JC154 G
AREA=J7,657 SO. FT.
re=MONUMENT SET
e=REBAR SET
ANy AL;'ERA;TON OR ADDIT;ON TO TR/~ ~UR'I~'Y IS A
OF SEC~ION 720~0F THE M~W ~ STATE EDUCA~ON
EXCEPT/iS PER EECTI~N ~$U~Ol~Sk3i~ 2. ~ CE~lIFICA~IOI~
HE't~ON ARE VALID FOR 7HIS YAP ANO COPIE~ THEREOF ONLY IF
N/O/F S~714 PECONIC SURLY{
P.O. BOX 909
1230 ~A ~LER S~EET
SOU~OLO, N.K 11971 04--313
SCTM# lO00~ ~'<-"f ~ ~ ~ /-~ Subdivision:
Property Address: ~'.30 ,///o-'~e~ ~
Zone: Conforming?
City: ~ Pre COs?
Building Permits (Open/Expired): Bp__ -Z / C/0 Z-__ Info: BP -Z / C/0 Z- Inf0:
BP -Z / C/0 Z- , Info: BP __-Z / C/0 Z-__~ Info: BP __-Z / C/0 Z- , Info: __
Single & Separate Search Required? Y or N Determination:
REQ. Lot Size: ACT. Lot Size: .~7~ ~.~r'7' (, ~'~o3 REQ. Lot Coy. ACT: Lot Cov.
REQ. Front ACT. Front REQ Side ACT.Sid(' REQ. Rear.__ PROP. Rear __
REQ. Height ACT. Height. t~ ~-~ . ~ $1~.5 . ,ti CT
Project Descri. ption:
Waterfront? Y
If yes, water body: ~ Panel// Flood Zone.~ ~.q.~.l.l. Bulkhead/Bluff Distance:
ADDITIONAL APPROVALS REQUIRED
Suffolk County Health: Y o - If yes, *Bed//: *Date: / / *Permit//: Town Septic: Y o - If no, certification required: Y or N Received: Y or N By:
NYS DEC: eR~-vEC 9/UTS Y or~- Date: / / Permit//: or NJ Letter- Notes:
Southold Trustees: Y or8- Date: __ __/ Permit//: or NJ Letter - Notes:
Southold ZBA: Y o¢ - Date: / Permit #: - Notes:
Southold Planning: Y o~ - Date: / / Permit #: - Notes:
Town Landmark C of A: Y q~TE: / / *~S CODE Compliance (page 2): Y or N
Fee Structure: Calculation:
Foundation: ~ ~ 0 SF ~l ~ t X $., ~'~ =$ ~ 7~,~o
First Floor: '71oq- SF +InitialFee:$
Second Floor: ~ __SF + Additional Fee ( ): $
Other: SF SF X $ :$ _
Total: }1~1 SF {//C_ ~0 f-Z~-N)F}''°°l~+ Additional::~'"&~" + Initi-alFee: $~ ' ~ OOFee ( ): $
TOTAL: $ (~ 7o9"', tlLO
NEW YORK STATE CODE COMPLIANCE CHECICLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITER/A:
· Ground Snow Load: 2.0
Weathering: Severe __ .Frost Depth: 36"__
Design Tomp: 11 .-- Ice Shield Underlay: YES .
USE/OCCUPANCY CLASSIFICATION:
' HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED/pREscRIPTIVE
FULL FRAMING DESIGN ELEMENTS: Y/N
HEADERS: YfN WALL STUDS: Y/N
CEILING JOISTS: Y/N FLOOR JOISTS:
LUI~BER SPECIES A~ND GRADE: YfN
Wind Speed: 120MPH__ Seismic Design Category." B .
Termite: M-H' Decay: s-rd
Flood Hazards:
GLR_DERS: Y/N
ROOF IL4ltTERS: Y/N
WENDOW Al,ID DOOR SCHEDULE:
· MISSLE TEST ILEQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N
VENT 4%: Y£N
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: Y/N
PLUMBING KIS ER. DIAGRAM~
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALCS: ~}'N
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)
i ®
,/
UP DUPJNG
C0flC F00TINGS II J
~ BUBBLED AREAS INDICATE REVISIONS
MOLINARI RESIDENCE
830 NORTH SEA DRIVE, SOUTHOLD, NY.
BERGDESIGNARCHITECTS
REVISED FLOOD VENT & MECH LAYOUT
BASEMENT/GARAGE SK-10
15t Scale:l/8" = 1'-0"
~ BUBBLED AREAS INDICATE REVISIONS
MOLINARI RESIDENCE
830 NORTH SEA DRIVE, SOUTHOLD, NY.
REVISED FLOOD VENT & MECH LAYOUT
FIRST FLOOR
SK-11
Scale:l/8" = 1'-0"
BERGDESIGNARCHIT]gCTS MARCH 15th, 2011
EXISTING
UP
NEW
?
~ BUBBLED AREAS INDICATE REVISIONS
MOLINARI RESIDENCE
830 NORTH SEA DRIVE, SOUTHOLD, NY.
BERGDESIGNARCH[TF~CTS
REVISED FLOOD VENT & MECH LAYOUT ;
SECOND FLOOR
MARCH 15th, 2011
SK-12
Scale:l/8" = 1'-0"
0 rn
-r 0
"QUAD" ASSEMBLY INSTALLATION DIAGRAM
SHOWN ARE 2 EACH
Smart VENT Model #'s 1540-511 OR 1540-521 INSTALLED TOGETHER
877- 441- 8368
www.smartvent.com
FIGURE 2
FIGURE 1
SMART VENT,~
~77-441
JUL-6-2011 10:44A FROM: T0:16312985080 R.l~2
MOLINARI RESIDENCE
830 NORTH SEA DRIVEl SOUTHOLD~ NY.
B ERG D ES IG N A]~.CI-II?~,CT$
BUBBLED AREAS INDICATE REVISIONS
REVISED ROOF FRAMING OVER MASTER BEDROOM
SECOND FLOOR
SK-15
JULY6th, 2011 Scale:
1/8" = 1'-O"
JUL-6-2011 10:44R FROM: TO:16~l~D85080 p.2x~
MOLINARI RESIDENCE
830 NORTH SEA DRlVE~ SOUTHOLD~ NY.
BERGDESIGNAECHTFECTS
~} BUBBLED AREAS INDICATE RE~SIONS
REVISED ROOF FRAMING OVER ~ BEDROOM
SECOND FLOOR SK-14
JULY 6th, 2011 Scale:
1/8" = 1'-0"
PROPERTY INFORMATION PROPERTY INFORMATION
830 NORTH SEA ROAD
SOUTHOLD, NEW YORK 11050
COUNTY TAX MAP NO. 473889, SECTION 054,
BLOCK 0008, LOT 013
TOTAL LOT AREA = 37657 SF
NEW CLEARING = 0 SF or 0 %
ALLOWABLE LOT COVERAGE = 20% er 7531 SF
FIRST FLOOR = 787 SF
SECOND FLOOR = 797 SF
TOTAL EXISTING = 1584 SF
FIRST FLOOR ADDITION = 473 SF
SECOND FLOOR ADDITION = 25 SF
TOTAL PROPOSED ADDITION = 499 SF
TOTAL FLOOR AREA = 2083 SF
EXISTING DECK SITE COVERAGE= 781 SF
ADDITIONAL DECK = 237 SF
PROPOSED DECK COVERAGE = 1018 SF
EXISTING ROOF AREA = 820 SF
ADDITIONAL ROOF AREA = 518 SF
TOTAL ROOF AREA = 1388 SF
TOTAL SITE COVERAGE = 2406 SF or 6.3%
EXISTING NO OF BEDROOMS = 3
. No BEDROO.S W.THADD,T,ON--3
=REScheck Software Version 4.4,1
Compliance Certificate
Project Title: Molinari Residence addition
DRAWING LIST
A00 SITE PLAN, DRAWING LIST, NOTES
A01 BASEMENT AND FIRST FLOOR PLANS
A02 SECOND FLOOR AND ROOF PLAN
A03 BASEMENTAND FIRSTFLOORMECHANICAL/ELECTRICALPLANS
A04 ELEVATIONS
A05 ELEVATIONS
A06 SECTIONS
A07 STRUCTURAL NOTES
A08 ELEVATOR DETAILS
A09 WINDOW AND DOOR SCHEDULES AND DETAILS
ENERGY NOTES
1. ALL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE NY STATE ENERGY CONSERVATION CONSTRUCTON CODE (LATEST EDITION).
2. THE ENGINEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, THAT THE DRAWINGS COMPLY WITH THE NY STATE ENERGY CONSERVATION
CONSTRUCTION CODE.
3. EXTERIOR DOORS AND DOORS TO GARAGES SHALL BE U= .40 MAX. WINDOWS, SLIDING GLASS DOORS AND ALL GLASS SHALL BE U= .4 MAX FLOOR,
R-30 WALL, R-19 CEILING, R-38
4. ALL BUILDING MATERIALS, COMPONENTS AND ASSEMBLIES THAT ARE CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR
BARRIER LOCATED ON THE WINTER WARM :SIDE OF THE INSULATION.
5. INSULATION SHALL SE INSTALLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION AT ALL PLATE LINES, RIM JOISTS AND ALL CORNERS.
6. ALL HOT AND COLD WATER PIPING AND ALL DUCTS SHALL BE INSULATED AS PER CODE.
7. IT SHALL BE THE RESPONSIBILITY OF THIN CONTRACTOR TO SUBMIT TO THE BUILDING DEPARTMENT THE SIZE, DESIGN AND TYPE OF MECHANICAL
HEATING, COOLING AND HOT WATER SYSTEM THAT WILL BE USED. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE A
MINIMUM COMBUSTION EFFICIENCY OF 75% AND SHALL HAVE STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL
EQUIPMENT SIZE.
8. NOT APPLICABLE - HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH THE TABLE 4.6 OF THE NY STATE ENERGY CONSERVATION
SPECIFIED IN TABLES 4.8, 4.9, 4,10 OF THE NY STATE ENERGY CONSERVATION CONSTRUCTION CODE (LATEST EDITION).
9. ALL THERMOSTATS SHALL SE ADJUSTABLE FROM 45 DEGREES THROUGH 75 DEGREES F. FOR COMBINATION HEATING AND COOLING THERMOSTATS
THE ADJUSTABLE RANGE SHALL SE BETWEEN 45 DEGREES AND 85 DEGREES F.
10. HOT WATER TEMPERATURE CONTROLS SHALL BE SETAT 140 DEGREES MAX.
11. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A MAX. OF 3 GPM AT 60 PSI WATER PRESSURE.
12, ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR OF 150 TO 200 CFM. FLUE TO HAVE A TIGHT SEATED DAMPER
WITH AIR LEAKAGE OF 20 CFM MAX.
13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK TO BE CONFORMING TO THE CODE.
· ABBREVIATIONS
kC,T. ACOUSTICAL CEILING TILE O/W DISF~VABHER MIN, MINIMUM SHT MU SHEET METAL
A~F.F ABOVE FINISHED FLOOR ELEV. ELEVATOR MTD MOSN~ED SIM SIMILAR
BET BEIWEEN ENCL ENCLOSURE MR. METAL SPECS SPECIFICATIONS
BED& BUILDING E~G EXISTING MW MICROWAVE S~. S~EEL
C.J. CONTROL JOINT 6ALV r_~LVANIZF. D N.T.S. NOT TO SCALE S.S. STAINLESS S3EEL
CLG, CEILING GL, GLASS 0PNG OPENING TR. '~SH RECEPTACLE
CMU CONCRETE MASONRY UNIT GWB. GYPSUM WALL BOARD PL. L~. PLASTIC LAMINA~ 1YP, IYPICAL
COL COLUMN HGT. HEIGHT PLYWD PLYWOOD U.0,N, UNLESS 01~ERWISE NOED
CONC CONCRErE H.M. HOLLOW METAL PTD PNNTED V.C.T, VINYL COMPOSITION TILE
REF. REFRIGERATOR VI,F, VERI~ IN FIELD
C.T, CERAMIC 11LE ICE ICEMANER
DET, OETNLS INF0. INFORMATION REQI) REQUIRED WD WOOD
SECT SECTION
DWOS DRAWINGS MAX. MAXIMUM
..... NOOF
....... SECON~ FLOOR
NEW F~TPJNES
WITH NEW PLUMBING BACK
TO NEW WAS3E AllD VENT ~AC~
- NEW LAtV C
NEW Wfl~rE
EW ROUGHING
! tl
DRAIN BATH
N N~ ROUGHING
NEW SHOWER PAN AT
NEW SHOWER
SECOND FLOOR
0 EX[SITNG SEPTIC NYSTEN
HOUNE TRAP GRADE
P ING RISER DIAGRAM
SCALE: NTB
NORTH SEA DRIVE
o
Z
N 39DEG 24' 00"E
SETBACK
2nd FLP~CK
EXISTING SANITARY
SYSTEM
PROPANE
TANK
5ffSETBACK~ ~ ~ -~JFAIN 8TOR
~ ~ '--- PURSUANT T(
OF THE TOW,
OCCUPANC
USE IS UNLA
WITHOUT CE
OF OCCUPA[
NEW 8' DIA,
3'-6" DEEP
DRYWELL
CERTIPICATION OF
NAILING a CONNECTIbNS
REQUIRED~
......... ~LECTRICAL
INSPECTION REQUIRED
PLUMBING
ALL PEUMBING wASTE
& WAT~ER UNEs'NEI~},
WATER RUNOFF
CHAPTER 23B
;0DE,
OR
VFUL
RTIFICATE
iCY
CERTflCATION
ON LEAD CON'['E~T BEFORE,
CERTIFICATE OF ~Y
~ soLDER US~,IN'wA ~R,
' SURRLY SY~M,CANNO~
E~EED'~!O OF I~ ~EAD:
COMPL'¢ W~TH ALL COD~S
NEW YORK STATE & TOWN CODES
AS REQUIRED ~
~HOLDTOWN~
~ SOUT~T~TEES
APPROVED AS NOTED
NOTIFY BUILDING DEPONENT AT
765-1802 8 ~ TO 4 PM FOR THE
FOLLO~NG INSPECTIONS:
~ FOUNDATION. ~ REQUIRED
FOR POURED CONCRETE
2 ROUGH - F~MING, PLUMBINg,
STRAPPING, ELECTRICAL &CAULKING
3 INSU~TION
4, FINAL ' CONGTRUCTION & ELECTRICAL
MUST BE COMPLETE FOR C.O.
ALL CONS~UC~ON ~ ~
REQUIREMENTS OF THE C~E8 OF NEW
YORK STATE ~T RE~IBLE F~
0ESIGN OR ~NS~UCTION
SITE PLA
FLOOD ZONE
COMPLY WITH CHAPTER 14~
FLOOD DAMAGE PREVENTION
~OUTHOLD TOWN CODE
A-00
,80'~8~
Mnzi~i 'r SV~OHI ~1 'V VlOEIIVd -I/O/N
N 50DEG 36' O0"W
W~LL
_ _ _ 2ff SESACK - W~LL
DECK~ ' --
~ , SVHaaq~ ~Oqa a/O/N
~ ~ ~ ~LL
3>
SITE PLAN, PROPERTY INFORMATION, GENERAL NOTES
FEBRUARY 3rd 2011
SCALE: As Noted
REF NO: 109
Permit set
Progress print
Progress print
February3rd, 2011
Jsnuary27,2011
January 14,2011
MOLINARI RESIDENCE ADDITION
830 NORTH SEA DRIVE, $OUTHOLD, NY 11050
MICHAEL MOLINARI
TEL: 631-707-2216,
BERG
N
88 OLD STONE HIGHWAY
EAST HAMPTON NEW YORK 11937
Tel: 9173283905 Fax: 631 2046777
LEGERD
EXISTING WALL TO REMAIN
NEW 8" THICK RC FOUNDATION
WALL
NEW 2 X 4 S~'UD WALL WITH
GWB BOTH SIDES - SEE WALL
'IYPES FOR FURTHER DETAIL
NEW 2 X 8 EXTERIOR WALL -
SEE WALL TYPES FOR
FURTHER DETAIL
NEW SHED ROOF
NBN GARAGt -- OUNDATION ,'-11" 12'-7~'
WALL AND FOOTING
117/8"ML I --
~,.HEADER I NEW4' REINF CONC LOCATION OF WALL~
^ ~ ? I SLAB ON GRADE MOUNTED HYDRONIC
I GARAGE FLOOR GARAGE-JoISTS ABOVE ~ GAS FIRED BOILER 7'-6'
BEDROOM
CONTINUOUS F 0O~0 @ 16" O. C, EXISTING WINDOW TO WALK.IN CLOBEr
'" '" "-, UNDER GABAGI:1 DOOR REMAIN t04
~ OPENING I IREMOVE DOOR & GARAGE //'~ t0~t --
[ / / NEW ELMIRAI
5'-10' DOOR & PORTION OF / / RESIDENTIAL HALL
SHOWN / ELEVATOR 3648 t6_.~0 CEILING HT: 8'-0" CEILING HT: VARIES
NEW CAMBRIDGE ELEVATING ELMIRA ~' REMOVE EXISTING--/ AIRANID EXHAUST
RESIDENTIAL ELEVATOR 3648 '-. RETAINING WALL / NEW I [~ NEW
SiTE ON UNDISTURBED BOIL --. -. -- -/--.'-- ~1~ I
EXiSTiNG t DEN EXISTING TO EXISTING
; __ SELF CLOSING MECHANISM [~ EX[END SOFFIT &
EXISTING DU,CT TO SUPPLY
PROPOSED LOCATION OF ELEVATOR ~ BASEMENT EXISTING ~ G ~ EXIST WINDOW TO REUAIN STAIR ~4' FINISI~ED HOISIWAY LINE OF ~ ADDITION I
HYDRAULIC POWER UNIT ~ PROTECT -- 107 8OFFIT ABOVE I
J 54' FINISHED HOIS~AY STAIR DURING NEW 5'-0" WIDE
/ 11 ~ CONSTRUCTION SLIDING DOORS
/ / NEW 12" DIIA REINEI
~ CONC FOOTINGS II I EXISTING -- REMOVE DOOR & --
~ II I DECK TO PORTION OF WALL
~ i REMAIN AS SHOWN
I UP
~ -- 3ROTECT STAIR ~ UP I
UP DURING ~ @ REMOVALS
~ OUTLINE OF CONSTRUCTION ~ OUTLINE OF NEW I
EXISTING DECK & "' I STAIR
r~) ~ DEOKABO~ ~ (,OWO~% %~,.0.
~TA~ABOVE x DECK FRAMING I )
"' 2 X B PT FLR JOISTS @ 16" '" '..
~ CLST ~ ~ 0
(NOWORK)
I BASEMENT ® .TiH
.. ~ BEDROOM '" ~'~.
( NO WORK) BATH /
EXISTING DECK
STRUCTURE TO
REMAIN CLBT
(~ BASEMENT PLAN
(~ FIRST FLOOR PLAN
SCALE: 1/4"~ _
i m m~) >o~
~>'~
Z ~
~ m- oz~
co-r' o~
UJ 0 ~-~
A-01
,LEGEND
EXISTING WALL TO REMAIN
NBA/8~ THICK RC FOUNDATION
WALL
NEW 2 X 4 STUD WALL WITH
GWB BOTH SIDES - SEE WALL
TYPES FOR FURTHER DETAIL
NEW2 X 6 F. XTEPJOR WALL -
NEE WALL'IYPES FOE
FURTHER DETNL
LINE OF NEW SHED --
ROOF BELOW
(~LINE OF NEW WALL
BELOW
NEW CAMBRIDGE --
RESIDENTIAL
ELEVATOR 3648
'~'-- NEW
EXISTING
DECK
DOWNSPOUT 28'-4~" / MATCH EXISTING DOWNSPOUT
ROOF PITCH
ELEVATOR
54" FINISHED HOISTWAY
NEWASPHALT
SHINSLEROOF
TOMATCH
EXISTING
DN
LEGENO
NEW ~- ~ ~ ~- NBNROOF
EXISTING
NEW GUTrER &
DOWNSPOUT
-- -- EXISTING
WINDOWS TO
REMAIN
-- NEW SPIRAL
STAIR BY
OWNER
KITCHEN
(NOWORK)
UP
DECK
KITCHEN /
EXISTING WD. --
DECK
/\
ROOF PITCH
ROOFPffCH
ROOFPffCH
-- EXISTING WD, STAIR
TO REMAIN
DECK
SECOND, ~LOOR PLAN
ROOF P ~__~,,N
z
O~
A-02
LIGHTING and CEILING FIXTURE SCHEDULE
SY~80L TYPE OF FIX~JRE MANUFACTURER / MODEL NO, NOTES
[] BATHROOM FAN BROAN QT)~ 150 FAN/LIGHT ULTRA SILENT SERES
~ RECESSED WALL WASHER WAC - HR 84011-1 ORDER w/ HR D419 WT/WT TRIM
(~ PENDANT LIGHT FIXTURE TBD
O RECESSED DOWN LIGHT - INT WAC - HR 8401H ORDER w/ HR D411 WT/WT TR~4
UTILIT'¢ FIXTURE SURFACE MTD TBD 4' FLOURESOENT UTLITY FIXTURE
(~) DECORATIVE WALL SCONCE- INT
TBD
~ SMOKE DETECTOR/ TED HARDWIRED
CARBON MONO)~DE SENSOR-SURFACE
~ UNDER GAB FIXT
~ EXTERIOR STEP LIGHT TBD
(~ WALL SCONCE WITH MOTION SENSOR TBD
LIGHTING DEVICE
,.~ CELI'4G FAN
z~ SECURITY FLOOD LICIT
NOTE: CONTRACTOR TO MARK OUT ALL ELECTRICAL DEVICE AND SW1TCH LOCATIONS FOR CLIENT ~PROVAL BEFORE INSTALLATION
PLUMBING NOTES & LEGEND
POWER SYMBOL LEGEND ~: R FCTRICAL SCOPE TO INCLUDE NEW SUB PA/EL IF REQURE~ MECHANICAL EQUIPMENT
o-~ HOSE BIBB
................ PLUMBING
.......... GAS PIPING
NOTE: ALL NEW PLUMBING TO TIE INTO 4" PVC
WASTE LINE IN CRAWL SPACE TO EX'G SEPTIC
SYSTEM.
MECHANICAL NOTES & LEGEND
PROVIDE NEW DUCTWORK TO NEVV
REGISTER LOCATIONS
NEW FLOOR REGISTER AT
NEW LOCATION
I DUCTVVORK
NEW RECESSED ']~.ERHO~E JACK
15' A.F£. U.ON.
NEW RECESSED DATA JACK
15" AFF. L[O.N.
PEW RECESSED TELEPHONE JACK
120V RECESSED DEDICATED WALL OU'I1.ET
COORDINATE WITH EQUIPMENT RECUREMENTS
120V RECESSED DUPLEX WALL OU~.ET
MQU',ITED O 15" AFF. U.OJ~
STEREO LOUDSPEAKB::I WiRE TERk4NATION POINT COORDINATE HEGHTS W1TH ARCHITECT
~ 120V RECESSED DUPLEX WALL OUTLET [] 12.0V RECESSED DUPLEX FLOOR ODTLET
MOUNiI:U O 42" AFIF. U.O.N.
OGFI 'i20V RECESSED DUPLEX WALL OUTLET (~- NEW WALL MTD. JUNCTION BOX
MOL,JiTED · 15' AFF. U.O~ ~ SWITCH
120V RECESSED DEDICA I ~ DUPLEX WALL OUTLET ~ 3 WAY SWITCH
~ MOUNTED e 42' AFF. U.ON.
J ~ NEW 220V RECESSB3 DLPLEX WALL OUTLET ~ Dlbtt./ER SWITCH
MOUN~D e 15' AFF, UON ~ JAMB SWITCH
~ 120V RECESSED QUAD WALL OUTLET [] CE~.ING FAN CONTROL
~ e 15' AF,F, U,O,I~ [] CABLE TV OLm_ET
qO ~STAT
[] E~AUST FAN CONTROL
PROVIDE AND INSTALL NEW GAS FIRED
HYDRONIC FURNACE, DUCTWORK, REGISTERS
and CONTROL EQUIPMENT. PIPE TO NEW
PROPANE TANK.
NEW MECHANICAL SYSTEM TO INCLUDE
COMPLETE INSTALL, TESTING AND BALANCING.
SPEC AND PRICING BY LISCENCED MECHANICAL
CONTRACTOR,
PROVIDE PIPING FROM EXISTING RENNAI
TANKLESS WATER HEATER TO NEW ADDITION
WC.
NOTE: CCtNTRACTOR TO MARK OUT ALL ELECTRICAL DEVICE LOCATIONS FOR CLIENT APPROVAL BEFQRE II'~TALLATION
MOTION DETECTER
FUNCTION
PROVIDE NOT AND COLD
WATER SUPPLY w/DRAIN ~
DOWN VALVES FOR FUllJRE - --
OUT DOOR SHOWER % / O-I'~-
BEDROOM
INSTALL 30"x 30" / 9 1fl4
.... NEW WALL MOUNTED CEILING ACCESS I t0'1 ~,,.. --
HATCH r -- -- -1 -- .....
... ~ HYDRONIC C~S ~ %,. I
., ~. FIRED BOILER PROVIDE ~/4" I I
~ ~ ABOVE CLOSET
~ NEW "-- ~ ELEVATOR * ELEVATOR
;LE O NG & GWB S0mT
SPECS FOR POWER BASEM!!NT (~ ~ ~ STAIR
REQUIREMENTS / t07
HYDRAULIC POWER / '~
UNIT FOR ELEVATOR / / iL _ _
! I I
i i I ~ PROVIDEPOWER
I I / FOR GARAGE DOOR i
II , t_~ OPENER I.L,~
I I I =- -- ='-~q) .-- ..... lily
' ~ ~ i m : ~-~ ~,-~
I ~J ~===~=P====?~ '
/ ! // Il
-/ II
EXISTING
BASEMENT
/ UP
/
I
BASE=M, MECHANICAL & ELECTRICAL PLAN
x ~_ d
STAIR
(NOWORK)
x, CLST "'
TAN ESS,0T I]]BEDROOM
(NO WORK) ~--,
WATER JEATER ,,,
EXISTING 200 AMP ¢ BEDROOM
ELECTRICAL PANEL (NO WORK)
× ¢L81
DECK
L
FIRST FL OR MECHANICAL & ELECTRICAL PLAN
LU
p-
I~O
irr' _~ Z
m~<~
A-03
W ~.~
~ :~w@
I'-- ~z~.
LLIIo
NEW "FLAT" ROOF ~ z O
,=Ii O
NEW GU'II'ER AND DOWN NEW< ~ >'EXISTING ~ <
EX,ST~NG ~ ~
..... ~ ~
~.B.o. CElU.~ j~- - -- -- ~ !
~I~DM + 17'-2' ~ [ J
MATCH EXISTING
PTD WD TRIM PROFILE TO -- -- ~ i ~ ~
MATCH EXISTING
,~2nd FLOOR __ ~ ~ - -] ~
"-II'BM + 9'-3' ' -- I -
SPOUTS TO MATCH , IP~,.~ ~r~. ! _ J II `% II
NEWWOOD '------x~ t/ )~11/I ~/,I= -- ~ "--'
FRAMED ~ /l/' '1~1 ! - ; ', %"'
ROOFAWN,NG: ~ ~ ~ : ~ ; .
TO MATCH EXISTING ~ ~ - ~ ' Illll]
0,-o. - i
~ ! - !
WALLSCONCE -- '~11 ~ : q ~ o
RETAINING WALL -- ""/ ~ Z~
'~BM -~'-1 1/4~ I I ~.~ ~. ~. ~ - ~' mO
~.o. ~oo~ ~ / ~w~o~ ~.~ ~o~
_ ._ ............ I
~ ] ~ NEW HARDI BOARD SIDING TO
MATCH EXISTING I ~ ~- ~- -~ -
NEW GUTTER AND DOWN ~ ~ ~
SPOUTS TO MATCH ~ ~ ~ ~ I ROOF AWNING
. ~x~sT~.~ ~
~ls~0R +13.7 J ~ H ~
~ou.~.,o.w~~x~°~°"c~ ~ ~ ~ ~' ~ I ~'; ~
~BASEMENT } ~,111 ] ~1 ~ ~ ~
I
ELEVATIONIt~ '-~ '--~__---}~__--~__ i t 2~)iJ/ A 04
~~~ - ................................ __
~ 2-STAY ~
EXISTING<
~-~2nd FLOOR9,_5,,
~FBM +
-~B~ FLO0~_O,,
--~-~B~SEMENT
-T-11/4-'
~~ATION
2'-8" 1'-6' 1'-5" 5'-3"
4!' 2'.1~"
BAR
~]_ ENLARGED BATHROOM PLAN
NEW WALL
SCONCE
LOCATIONS
(~ I~ cN~l~!, =O~o,,E LEVATI O N
MED.
CABINET
NEW SHOWER
HEAD
-EMPERED GLASS
PANEL ABOVE HALF
WALL ( CONCEAL
FASTENERS)
HAND HELD
SHOWER HEAD
BATH CONTROLS
]LED SHOWER
CURB
NEW VANITY, PROVIDE
BLOCKING AS REQ'D
NOTE:
ALL BATH IFIXTURES &
FINISHES BY PROVIDED
BY OWNER INSTALLED
BY CONTRACTOR.
EXISTING<
INT_ERIO~ ELEVATION
(~~ 1/2"= ~'-0;
:>NEW
:>NEW
II
PAINTED
WINDOW
NEW BATH
TUB
SCALE: 1/2"= 1'-0"
'NEW SPIRAL
STAIRCASE BY
OWNER
· NEW PATIO DOORS
· NEW DECK & RAILING
IARDI BOARD
LAPPED SIDING TO
MATCH EXISTING
'DOWNSPOUT
WINDOW: NOT ON
WINDOW SCHEDULE
-~B~d FL00Rg,_3.
+
~ls[ FLOOR
~BM o'-o"
,~"-,BAS~ENT
~hl~aM -9'-1 1/4'
]1
II
II
II
II
II
[I
II
II
TO REMAIN
BOARD LAPPED
SIDING TO
MATCH EXISTING
-- ~IEW DECK
& RAILING
II
II
-- GWB PAINTED
WINDOW
TOWEL BAR
NEW TILE
TUB
(~ INTERIOR ELEVATION
SCALE: 1/2"= 1~-0''
-- NEW TEMPERED
GLASS LIGHT
ABOVE HALF
WALL
FAUCET
VANITY
SHOWER
CURB
~'~B.0. CEILING
~BM + 17'-2
EXIST ROOF NO CHANGE
14" TGI JOISTS @ 16" O.C.
PROVIDE CONTINUOUS '
MANUFACTURED VENT STRIP
& FLASHING @ RIDGE
ADD 2 -1 3/4" x 14" ML
EXIST WALL NO CHANGE
2X4 @ 16" O.C.
ASHPHALT SHINGLE ROOF TO MATCH EXISTING
OVER 15 LB BUILDING FELT AND CONTINUOUS
BITUMINOUS WATERPROOF MEMBRANE 36"
BACK FROM EAVE ON 3/4" SHEATHING
NEW -r EXISTING
I
I
I
I
KITCHEN
LIVING
20~0
~LOOR
9 1/2" LVL'S @ 16" O.C.
FLOOR +15'-7"
VENT EVE W/CONTINOUS
SOFFIT INTAKE SLOT,
SCREENED
R 15 BATT INSUL
WALL FURRED OUT 4" FOR
PLUMBING IN EXTERIOR WALL
3/4" SUBFLOORWITH OAK
STRIP FLOORING TO MATCH
EXISTING GRADE, COLOR AND
--~BB~SEMENT
FINISH
2 X 6 @ 16" O.C. STUDS
1/2" PLYVVD CDX SHEATHING
30 LB BUILDING FELT
HARDI BBOARD SIDING TO
MATCH EXIST
TERMITE SHIELD --
2X6 ACQ SILL
5/8" ANCHOR BOLTS
-9'-1 1/4-'
8" REINFORCED CONC WALL
POUR CONCRETE FOOTING --
36" BELOW GRADE
4" THICK REINFORCED CONC
SLAB
LING
BATH
CLOSET
BEN
NEW DOUBLE
DOORS
DUCTWORK
AND $OFFITTO
SUPPLY
ADDITION
BATH
R 30 BATT INSUL --
5/8" FR GWB
14" TJI JOISTS @ 16" O.C. --
EXISTING
BASEMENT
EXISTING
BASEMENT
GARAGE
NEW " =)EXISTING
SECTION
SCALE: 1/4"= 1'-0"
,~B.O,, CEIUNG
"'~'BM + 17'-2 1/4"
NEW ELEVATOR SHAFT
CEILING 5/8 FP SHEETROCK
VENT EVE W/CONTINOUS
SOFFIT INTAKE SLOT,
SCREENED
NEW ELEVATOR SHAF'[
CEILING 5/8 FP SHEETROCK
00_R_
+ 9'-3"
R 15 BATT INSUL
FLOOR
o'-o"
BEVELED AZEK TRIM AND ,
'~ONTINUOU~-FLASHIN--GTO --
COVER CONCFOUNDATION
--~B~SEMENT
-T-1 1/4"
II
II
GARAGE
EXISTING 2 x 10 JOISTS @ 16" 0. C.
EXISTING STAIR
ADD 3 1 3/4" X 7.5 ML
7 1/2" ML @ 16" O.C.
3/4" SHEATHING
RUBBER ROOF MEMBRANE
PITCH FRAMING 1/4" PER FOOT
EXISTING STAIR
REMOVE, PATCH AND
REPLACE GWB AS REQUIRED
NEW ELEVATOR SHAFT
W/5/8 FP SHEETROCK
IMTERIOR
EXISTING
BASEMENT
EXIST STAIR: NO CHANGE
PROTECT DURING CONST
EXIST WALL: NO CHANGE
SIHEETROCK EXTERIOR
ELEVATOR PIT MIN 8"
4~'' THICK SLAB
8"' THICK RBNF CONC WALLS
_~BT.M0. ROOF
,I~B.O. CEIUNG ×~-
~'BM + 17'-2"
~B~d FLOOR
T9'-3"
~B~ ~OOR +15.7'
-(~-~B~SEMENT
BATH
EXISTING DECK
.~B~ FLOOR +13.T
CONTINUOUSFLASHING
2x6FRAMING
ASHPHAULTSHINGLESTO
MATCH EXISTING
GARAGE DOOR
HARDIE SOFFIT BOARD
AZEK OR SIM. TRIM
WITH DRIP EDGE
SHED Rg F DETAIL
REINSTALL RAILING AFTER
ELEVATOR SHAFT CONST
NEW"FLATROOF"
NEW ELEVATOR SHAFT
CEILING 5/8 FP SHEETROCK
71D"ML @ 16"O.C.
3/4"SHEATHING
RUBBER ROOF MEMBRANE
PITCH FRAMINGI~"PERFOOT
SLIDII'
---EXISTING SOFFIT
AND DUCT
-'K TRIM AND
FLASHING TO
FOUNDATION
--NEW DECK RAILING
TO MATCH EXISTING
--.NEW SONO
TUBE FOOTINGS
-- NEW CONC RETAINING WALL
-- MIN 8" DEEP ELEVATOR PIT
Joint Description I Nail Sizes I Nail Spacing
ROOF FRAMING
Rafter to Top Plats (Toe-nailed) B - 8d per rafter
Ceiling Joist to Tap Plate (Toe-nailed) 3 - 8d per joist
Ceiling Joist to Parallel Rafter (Face-nailed) B - 16d each lap
Ceiling Joist Laps over Partitions (Face-nailed) 4 - 16d each lap
Collar Tie to Rafter (Face-nailed) 2 - 8d per tie
Blocking to Rafter (Toe-nailed) 2 - Bd each end
Rim Board to Rafter (End-nailed) 2 - 16d each end
WALL I-RAMING
Tap Plate to Top Plate (Face-nailed) 2 - 16d per foot
Top Plates at Intersections (Face-nailed) 4 - 16d joints-each aids
Stud to Stud (Face-nailsd) 2 - 16d 24" o.c,
Header to Header (Face-nailed) 16d 16" o.c. along edges
Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud
2 - 16d per 2x6 stud
2 - 16d per 2x8 stud
Bottom Plate to Floor Jolst, BandJoist,Endjo[st or 2 - 16d per foot
Blocking (Face-nailed)
FLOOR FRAMING
Joist to SIll , Top Plate or Girder (Toe-nailed) zF - 8d per Joist
Bridging to Joist (Toe-nailed) 2 - 8d each end
Blocking to Joist (Toe-nailed) 2 - Bd each end
Blocking to SiU or Top Plate ( Toe-nailed) 3 - 16d each block
Ledger Strlp to Beam (Face-nailed) 5 - 16d each joist
Joist on Ledger to Beam (Toe-nailed) B - 8d per joist
Band Joist to Joist (End-nailed) 3 - led per jolst
Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ~ per foot
ROOF SHEATHING
Structural Panels Sd 4" o.c. perimeter zone
other 6" o.c. edges of
panel , 12" o.c. interior
of panel
Diagonal Board Sheothlng
1" x 6" or 1" x 6" 2 - 8d per support
1" x 10" or wider B - Bd per support
CE LING SHEA -liNG
G~psum Wallboard 5d 7" edge / 10" field
WALL SHEATHING
Structural Panels Sd (see table 3.9)
Fiberboard Panels
7 / 16" 6d B" edge / 6" field
25 / 32" 8d 3" edge / E" field
G~psum Wallboard 5d 7" edge / 10" field
Hardboard 8d (see table 3,9)
PorNcleboord Panels Bd (see table 3.9)
Diagonal Board Sheathing
1" x 10" or wider 3 - Sd per support
FLOOR SHEATHING
Structural Panels
1" or ~ess 8d 6" edge / 12" field
greater than 1" 1Od 6" edge / 6" field
Diagonal Board Sheathing
1" x 6" or 1" x S" 2 - 8d per support
1" x 10" or wider 3 - 8d par support
1 Nailing requirements are based on wail sheathing nailed 6" on-center at the panel edge. If wall sheathing ls
nailed 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural
members shall be doubled, or alternate connectors , such as shear plates , shaU be used to malntaln the load
path.
2 When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted
to be reduced to 1 - 16d nail per foot.
FRAMING NOTES
1. ALL FRAMING LUMBER SHALL BE; GRADE STAMPED
DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR
BET3ER.
2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8"
MIN. THICKNESS OR AS NOTED.
B, ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR,
EXPOSURE 1, 5/4" MIN. THICKNESS. ALL EDGES OF
PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND
NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS.
4. ALL HEADERS 6'-0" AND OVer SHALL BE SUPPORTED
WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WiTH
TRIPLE UPRIGHTS, ALL HEADERS SHALL BE A
MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING,
5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOtSTS
AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED
0 8'-O" O.C. MIN. PROVIDE 2" SPACE FOR AIR
CIRCULATION iN ROOFS.
6, DOUBLE FRAMING AROUND ALL OPENINGS ( skyflghts,
stairs etc. ) OR AS NOTED ON DRAWINGS.
7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL
PARTitiONS OR AS NOTED ON DRAWINGS.
S, ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED
WITH RATED GALVANIZED METAL CONNECTORS BY
"TECO" OR APPROVED EQUAL.
9. NAILING SCHEDULE AS PER THE WOOD FRAME CONSTRUCTION
MANUAL 1995 BBC HIGH WIND EDitiON. ALL 2X6 STUDS
SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE.
ALL EXTERIOR NAILS SHALL BE GALVANIZED.
10. PLYWOOD SHEATHING TO BE NAILED With S d @ 4"
o.c. EXTERIOR EDGES AND 6 d ~ 12" o.c.
INTERMEDIATE.
11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING
AND WATERPROOFING SHALL BE BY ARCHITECT.
12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE
AND STUD With GALVANIZED HURRICANE TYPE
CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR
TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE
CLIPS AT ALL PERIMETER JOIST TO GIRDER
CONNECTIONS.
13. ALL pRE-ENGINEERED LUMBER SHALL BE GEORGIA
PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL
PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND
HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
AS PER MANUFACTURERS RECOMMENDATIONS. WEB
STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND
BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4"
LVL RIM JOIST SHALL BE REQUIRED AT FLOOR
PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
COMPONENTS SHALL BE AS PER MANUFACTURERS
RECOMMENDATIONS,
ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
GALVANIZED MACHINE BOLTS @ 12" O.C..
TYPICAL RDBF SHEATHING NAILING ZDNES
(~) ~ HIP
FRAMING DETAIL
SECTION AT GARAGE
DESIGN CRITERIA:
GROUND SNOW LOAD - 20 PSF.
FIRST LEVEL - 40 PSF. L"l"
LIVING AREAS - 40 PSF. L.L.
BEDROOMS - 30 PSF. L.L.
WIND SPEED - 120 MPH
SEISMIC DESIGN CATEGORY - B
WEATHERING - SEVERE
FROST LINE DEPTH -
TERMITE - MODERATE TO HEAVY
DECAY - S~GHT
ICE SHIELD UNDERLAYMENT REQUIRED - YES
DESIGN CRITERIA:
DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME
CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD.
WINDOWS - GLAZED OPENING
FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING
THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 ANO ASBM E 1996-99
OR ViA STRUCTURAL SHUTIERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES
LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING
TO WINO ZONE III, MISSILES DEFINED IN PARAGRAPH 6 OF AS~t E 1996-99. GLAZING CONFORMING
TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE.
PROTECTIVE PANELS TO Be PROVIDED FOR ALL AREAS BY:
A - CLEAR SHIELD HURRICANE + SECURITY PANELS - 651 - 287 5060
OR
B - QUICK GUARD STORM PANELS. 631 - 287 5;550
OR
C - CUSTOM-FABRICATED PLYWD. PANELS - SEE BELOW
PROTECTION DEVICES TO BE IN ACCORDANCE With LARGE MISSILE TEST OF
ASTM E 1996 AND OF ASTM 1886. AS NOTED IN NYS RESIDENTIAL CODE.
SIMPSON LSta -- 20 GAGE
SHIELD UNDERLAYMENT
REQUIRED - 24" FROM EDGE
SIMPSON H2.5 A
HURRICANE CLIP ~ 16"
O.C.
.PROVIDE Bd COMMON
NAILS ~ 4" O.C. AT
EXTERIOR EDGE OF ALL
SHEATHING.
APA RATED PLYWOOD TO
EXTEND TO TOP OF TOP
PLATE.
PROVIDE SOLID
BLOCKING AT All
SUSFLOOR EDGES
-FIRST TWO BAYS
OF FRAMING-TYP,
DOUBLE TOP
PLATE
STUDS
STRAP TO STUD --
W/4 - 8d NAILS
WRAP + NAIL STRAP --
( 4 - 4d NAILS )
AROUND SILL PLATE
AT ANCHOR BOLT
2 - ~5 REBAR
SEE DWGS.
FOR DESIGN.
LSTA
36 METAL STRAP
~ JACK POST
SIMPSON LSTA24
0 STUDS W/
4-8d NAILS ~
48" O,C. EACH
END, TYP.
--PLYWOOD SHEATHING
TO OVER LAP BOX
BEAM - TOP + BOTTOM.
MST27
1 1/2" WiDE - 20 GAGE
MET,~L STRAP ~8" OC.
+12' FROM EACH CORNER
WRAP AROUND SILL PLATE
TO SILL PLATE
Sd NAILS ~ 4" O.C.
--2 x 6 SILL PLATE ACQ TREATED.
x 12" A.B. ~48" OC.
w/ FENDER WASHER.
SECTION
HOLD DOWN + SHEAR CONNECTION CRITICAL
PATH
GENERAL NOTES
1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 12.
ACCORDANCE WiTH THE NEW YORK STATE UNIFORM
BUILDING CODE, AND THE NEW YORK STATE ENERGY
CONSERVATION CODE, AND LOCAL AUTHORITIES.
2, ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 13.
MINIMUM 28 DAY STRENGTH OF 3000 PSI
5. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS F-IR-
LARCH STRUCTURAL GRADE #2 OR BETIER. 14.
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL
STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL
PARTITIONS, EXCEPT AS NOTED ON DRAWING. 15.
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 16.
6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE
VERIFIED BY CONTRACTOR(S) PRIOR TO START OF
CONSTRUCTION AND ORDERING OF MATERIALS. THis 17.
FOUNDATION HAS BEEN DESIGNED FOR A SOIL
BEARING CAPACITY OF TWO (2) TSF AND GRADES
LESS THAN 5~. CONTRACTOR SHALL VERIFY THAT
THESE CONDITIONS ARE MET. ALL FILL BENEATH 18.
CONCRETE SLABS TO BE COMPACTED TO 95%
RELATIVE DENSIT%
19.
7. ALL HEADERS 6~0 FT iN LENGTH AND OVER TO BE
SUPPORTED BY DOUBLE UPRIGHTS, g.o FT AND OVER
BY TRIPLE UPRIGHTS. ALL HEADERS TO BE
MINIMUM OF 2--2x8 OR AS SHOWN ON DRAWING. 20.
B. PROVIDE FIRESTOPPING AT ALL LEVEL
PENETRATIONS
21.
9. PROVIDE FLASHING AT ALL ROOF BREAKS,
CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS
AND DECKS ETC_
10. DO NOT SCALE DRAWINGS.
11. DESIGN ICQNSULTANTS OR RECORD ARCHITECT- 22.
ENGINEER ARE NOT RESPONSIBLE FOR THE
INSPECTION, SUPERVISION. OR ADMINISTRATION OF
THiS CONSTRMCTION PROJECT. FEDERAL, STATE 23.
AND LOCAL ZONING AND BUILDING CODE COMPMANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
THiS DRAWING IS AN INSTRUMENT PREPARED TO
FACILITATE CONSTRUCTION AND SHALL NOT BE
CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER.
SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY
SHALL BE DESIGNED AND BUILT IN ACCORDANCE
WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH.
This STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH THE NEW YORK STATE ENERGY
CONSERVATION CODE.
ARCHITECT TO BE NOTIFIED IN WRITING OF ALL
DHANGES PRIOR TO AND DURING CONSTRUCTION,
ALL STRUCTURAL STEEL TO BE ASTM AB6 WITH ONE
COAT EPOXY PAINT. ALL FASTENERS TO BE ASTM
A-525 BOLTS, B/4" DIAMETER,
CONTRACTOR SHALL OBTAIN ALL PERMITS AND
INSURANCE NECESSARY TO PROTECT THE ENGINEER
AND OWNER.
DO NOT BACKFILL AGAINST FOUNDATION WALLS
UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.
PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR
ENTRY FROM HOUSE TO ATTACHED GARAGE AREA.
SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND
ON EACH LEVEL OF DWELLING AS REQUIRED BY
NEW YORK STATE BUILDING CODE.
ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO
AN EXISTING DWELLING REQUIRING A BUILDING PERMIT
NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE
HOUSE BE UPGRADED WiTH HARD WIRED &
INTERCONNECTED SMOKE ALARMS.
THE NYS CODES ALSO APPLY TO ACCESSORY
STRUCTURE DESIGN.
GARAGE DOORS TO BE RATED FOR 120 MPH. WINO LOAD
HURRICANE CLIP
TYPICAL.
i LSTA36 1 ~'
WIDE- 18 GAGE
METAL STRAP ~ JACK
POST W/4-Bd NAILS,
EACH END, TYP.
- Bd NAILS
TYPICAL
LSTA24 1 ~"
WIDE-20 GAGE METAL
STRAP ~ 48" O,C. MAXI.
W/ 4-Sd NAILS- EACH
END, TYP.
TOP OF FOUNDATION
ELEVATION
PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER INTERIOR
PORTIONS OF PANELS iN HIGH PRESSURE ZONES.
GABLE ROOFS NOTE: o = 4 FT. mN ALL CASES
10'< e-.< 45'
COMPONENT AND CLADDING
PRESSURE
ZONES
A-07
SPEO, P,O*T,O.S 56"X 48" ELMIRA PLUS INLINE CAB
RECOMMENDED MINIMUM HOISTWAY POWER UNIT LOCATION 'q~N"mmORSURF^CE@:
ELMIRA PLUS INLINE REQUIREMENTS, CUSTOM HOISTWAY SIZING WITIN 5' TBD EROM~HEBOTTOMTO~HE
TYPE 2:1 ROPED POSSIBLE CONSULT CAMBRIDGE ELEVATING TO~OP1HEHOI$]WAY
MAX CAPACITY 1000 LBS .AYOUT FOR HOISTWAY CONSTRUCTION ONLY I 2)MACHINERDOMAND
I
~INAL CAB LAYOUT MAY VARY 53.50 (SEE DETAIL 2) REGUIREMENTS OF LOCAL
LANDINGS: UP TO 5 FINISHED HOISTWAY :ODES
ENTRANCES: FRONT 39.00 B) ELECTRICAL
TRAVEL; TBD PLATFORM CO~ACTOR TO SUPPLY
PIT DEPTH: 96" ~/4'PLYWOOD~_ ~ ~
OVERHEAD: 2~OVAC~AMP
SPEED: 0.20M/S (40FPM) (NOM) ' .I, 36100 4) ELECTRICAL
90MM HYDRAULIC CYLINDER ~ NON ~ CONTRACT~TO80PPLY
1" NPT LiNE RUPTURE VALVE ,~ POWERUNIT
AUTOMATIC
1
TOUCH
CONTROLS
54. D0 ,~ ~ I 9 ~ G)PROVISECONNEC11ONTO
BATTERY BACK UP FOR EMERGENCY FINISHED ~ ->~E ~ 4B,OB~ :~ PLATFORM49'50 OUTSIOEPHONELINEFOR
LOWERING LIGHTING AND DOOR OPENING HOISTWAY.~. MOM ] INTEGRATiONINTOOUR
CAB FINISH: TBD 28,00
CEILING: TOD W/ 2 POTLIGHTS
ROUGH PLYWOOD FLOOR Ay ~vw I HYDRADLICLINEFRC~M
I
PHONE BOX: YES (BELOW) ~0~-"~. 7) NO NON ELEVATOR
MECHANICAL EQUIPMENT OR
POWER DOORS: NO ~ 30.5 WIRINDTOBEINTHE
CONTROLLER: EEl STAINLESS / BRASS . DONOTSTUDINDCORWALL~
CAB HEIGHT: 82" PLATFORM ~ - OFBHAFE e)SUiTABLELI~ITEL~OVER
LANDING DOOR LOCK: RDI iNTERLOCKS RAILWALL )QORFRAME~TOSBS'RJDDEDIS S)FULLWIDTHHEADERSON
MUST BE PLUMB (+1/8") AFTERELEVATOREQUIPMENT ALL HO~$'r~NAY!.NdOINGS
LANDING DOORS BY OTHERS AND SQUARE HAaDEEflNdSTJ'HI=n '[0)PROVIDEPrTWATER
HYDRAULIC POWER UNIT PROOFINOORSUMP fqJMpIF
DETAIL 1 ~ DETAIL 2 'rGBELOCATEDWJTHIN2O NECS$~
DOOR SWINGS: RH / LF. IHT / EXT RAILWALLCHANNELASSEMSLY ~24.00 ~ PESTO~E~V^,OR
2x 2' X 6" FULL HEIGHT ~ r--- 2:.00 LONGER DISTANCE8 k DRAWN By S.S. "'12
TYPICAL2PLACEsIX 2"XI0"FULLHEIGHTF
CHANNEL CONSTRUC'FION -- % ~~I ELEVATING
WOODFOLD DOOR REQR'D AS PER -- 13.00
HOISTWAY j D.O HP, 2,ZOVIN19~HZ DRNE
2x6 SCREWED TO 2x10 ,[ MOTOR
LAYOUT16 1/4 ~
POWERGATE OPERATOR TBD EVERY G" WITH #tOxB-I/2" -- ACCE88ENQUIREDTOTOP
WOODSCREWS. CENTER ACCOUNT FOR ~-- 5.50 OF UNITFOROILEULINS 1281 INDUSTRIAL DR.
.EPB.E.OEO.'Y. STBDS ASD--G
FINISHED HOISTWAY
39.00
PLATFORM
F
STUDDING FOR CENTER
CAN BE ALTERED __ ~ o~I HOIS'IWAY LAYOUT DRAWING
314' pLYWOOD SCREWED TO
' S'RJDS EVERY 12' WITH 16-1/4
# 10 X 2-1/2" WOOD SCREWS L~:=' ELMIRA PLUS STANDARD
MINIMUM 26.00 ~ 28 O0
PIT DETA INS EkMIRA P&US 1000kS MAX CAP
FINISHED BASEMENT I
PURPOSES ONLY
DOES NOT ACCOUNT FOR ANY
ADDITIONAL STRUC~RAL
LOADING
AS PER HOISTWAY LAYOUT
PIT FLOOR TO MADE OF
MINIMUM 15MPc CONCRETE
MINIMUM ,4-" THICK
PIT FkOOR T O BE DESIGNED FOR A N IMPACT kOAD OF A000kBD
REINFORCING AND STRENGTH AS PER CNA STANDARDS
BASEPkATE / EQUIPMEI']T kO.e` DS
AS PER
HOISTWAY LAYOUT
BASEPLATE
10 GUAGE MILD STEEL (HRS)
ZINC COATED
HELPS DISPLACE EQUIPMENT LOAD
ON TO PIT FLOOR
A-7/B -
HOISTWAY LAYOUT
l
4000L8 IMPACT LOAD /
B.TBSA EP'-A= I I I -- 4.5o¢
JACNPOST 5/8 ~ --~' -- 7.25
SUPPORTS AND SECURES CYLINDER 1-- 5.00 TUBE
CORRECTS DISTANCE OF TRAVEL 5/8" WALL
CAUSING CYLINDER TO TOP OUT NOT
ALLOWING EQUIPMENT TO LEAVE RAILS
EkEVATION
3 STOP DH,OWN 2 -5 STOP POSSIBkE
96"
MINIMUM O/H
TRAVEL
PIT DEPTH
ELMIRA
HOISTWAY LAYOUT
AS PER
THE DESIGN AND CONSTRUCTION OF Akk
WORK 18 TO CONFORM TO TSE kOCAk
APEklCABkE BUIkDING CODE
THE WAIk~. DRAWINGS NAVE
8" MINIMUM - PIT DEPTH
HERITAGE/CAMBRIAN
RAIN WAkk ,.
MUST BE PkUMB (.1/8)
& SQUARE
RAIN WAkk CHANNEl ASSEMBkY
2x 2" X 6" FUNk HEIGHT
CNANNEIi CONSTRUCTION
TYPICAk 2 P%ACES
2xB SCREWED TO 2=(10
CENTER
STUDDING FOR CENTER
REFERENCE ONkY. STUDS
CAN BE AkTERED
3/4" PkYWOOD SCREWED TO
STUDS EVERY 12" WITH
# 10 X 2-1/Z' WOOD SCREWS
MINIMUM
AS PER
~OISTWAY
LAYOUT
16.25
R~=390 LBS.
2 =145 LBS.
T RAIN 8kBS/FT
/.~.~ACK POST RAIL BRACKET
~/~,YP RAIL BRACKET
~/~.]'"-~...~YLINDER RAIL BRACKET (5,50)
TYPICAk MACHINE ROOM
110V DISCONNECT
MGNT SWITCH ~ CFI r~ 220V DISCONNECT
DOOR MUST BE SE~F C~OSING
42.00
-- REQUIRED I
PER N,E,C.
15,00 ~ --
7' CEI%ING MIN
AS PER N.E.C. SPECS
62.00
13.00
-- I 13.00
56.00
HYDRAUkIC PUMP UNIT
COMPkETE WITH SHUT OFF VAkVE
HVDRAUklC POWER UNIT
I -- 24.oo ~ II - 2.00
ACCOUNT FOR ~- 5,50
6.00 FOR FITTING
/
L SHUT OFE VAkVE
TO BE &OCATED WITI~ IN 20 FBBT OF
EkEVATOR SUPPORT WAN% FOR
kONGER DISTANCBS CONSUkT
CAMBRIDGE EkEVATING
B.0 HP, 220Vtff/6DHz DRIVE MOTOR
ACCESS REQUIRED TO TOP OF UNIT
FOR GIN FklNNG AND PIPING
DISCONNECT SUPPklED BY EEl. ON
MAIN EI~EVATOR CONTROk PANEk
HYDRA UklC GIN
32 WEIGHT PREMIUM
CAPACITY 100k 125 US GANg, ON MIN
26.00
I II -- 24.00 II -- 2.00
-- 28.00
MA IN E%EVATOR CCH'IRC& --
[- 8.00
UBUANkY MOUNTED IN MECHANICAk ROOM ON
WAkN WITHIN B' OF POWER UNIT
MAIN EkEVATOR
CONTROk PANEk
DISCONNECT
30AMP2A0 VAC
DUPPMED BY GEl
14.50
I 24,00
El, OEO''~'
TOPOFSUBFLOOR '~ ' -
El.-1L~"'~
TOP OF WALL ~
/
SIMPSON HUS
FACEMOUNTHANGER ~
EX]STiNG F.J, --
EXISTING FDN. i
NEV 4' SLAB DN GRBUN9 W/ SXE
lO/lO WWMDVER 4 MIL PVC
VAPOR BARRIER ON 6' GRANULAR MATERIAL
EI.-8'-~' ~_ 4 ~.
TOPOFSLAB '~ .,,a · ., .. -~ . .
GRAgE
SIMPSON L@2B
FADE MOUNT HANGER
(SI
2x8 ACQ EDGER BOARD
~"¢ X 6" LAG BOLT @ 16" STAGGERED
EXISTING BASE PLATE
SIMPSON LUS2B
FACE MOUNT HANGER
SIMPSON
DC4 DR BC4G-
POST CAP
SIMPSON
ABU44 POST 9ABE
/,~FINISHE9 ~ECK
EX8 ACQ
JDISTS
:>~X8 ACQ
BIRBER
ACC
POST
GRADE
NOTE,
METAL IN CONTACT WITH ACC LUMBER
SHALL CONFORM TO ASTM 180.
8'
PBURED CBNCRETE SBNDTUBE (TYP,)
4X4 ACQ POST UP
El.-9'-6~" : ' "'*"' 0
B 0"'~'~'~'0'-~ F FOOTING
~zu.
'1- to
tuZo
0o~
0'"
IA-08
WINDOW SCHEDULE "V,.F. ALL R.O. DIMBXlSIONS BEFORE ORDERING
FRAblE 817]=
NO. Vv]DTH HEIGHT OPERATION IviANUFACTUREP NOTES
101A 2'-5" 3'-5" CASEMENT- EH ANDERSEN
102A Z.8" 3'-8" CASEMENT - LH ANDERSEN
' 104A 2'-4" 4'.5 Ya" CASEMENT- LH ANDERSEN
104B 2'-4" 4'-5 ~" CASEMENT- RH ANDERSEN
t04C 2'4)" 6'-0" CASEMENT- LH ANDERSEN
104D 4'-6" 6'-0" FIXED ANDERSEN
'IO4E 2'.0" 6'-0" CASEMENT- RH ANDERSEN
104F 4'-0" 6'-0" FIXED ANDERSEN
105A 2'-0" 4'-9" FIXED ANDERSEN FIRE RATED GLAZING
107A 1'-9" 4'-9" FIXED ANDERSEN
205A 2'-0" 4'-9" FIXED ANDERSEN FIRE RATED GLAZING
NOTE: ALL Vv]NDOWS TO BE ORDERED w/CONTEMPORARY STYLE FOLDING HARDWARE
ALL WINDOWS TO BE VINYL-CLAD WOOD ~NDOWS
-- ~ GWB
-- VAPOR BARRIER
-- ~'AIRSPACE
EXfERIOR SIDING
2X FRAMING
-- ~' PLYWOOD SHEATHING
FLASHING w/DRIP
-- ~ PTD, WD. TRIM
ANDERSEN EXTENSION JAMB
WINDOWWRAP
CASEMENTWINDOW
WINDOWWRAP
ANDERSEN EXTENSION JAMB
~' PTD. WD. TRIM
-- SIDING VARIES
-- ~'AIRSPACE
-- WATER BARRIER
(~ TYP, SECTION @ CASEMENT WINDOW
SCALE: ~ ~
T 3' f ll2'GWB(TYP.)
-- EDGE OF SILL BELOW
ANDERSEN EXTENSION JAMB
2X FRAMING
WINDOW JAMB
-- WINDOW WRAP
-- ~ PLYWOOD SHEATHING
EDGE OF SILL BELOW
~'AIRSPACE
EXTERIOR SIDING
SECTION @ CASEMENT WINDOW
DOOR, SCHEDULE ,,, V.LF..ALL R.O. DIMENSIONS BEFORE ORDERING
DOOR SIZE HARDW/M:{E SET REMARKS
NO. ',*MDTH HEIGHT TH JAMB DEPTH ivt~TERIAL INT/EXT SWING MANUFACTURER NOTES
000A 9'4)" 7'-0" 1314" EXT TBD GARAGE DOOR BY OWNER
000S 2'-8" 7'-0' t 3/4" WD, EXT SWING - LH TSD BY OWNER
000C 3'-0" 6'-8" 3/4" WO. INT SWING- RH i TBD FIRE RATED WITH SELF CLOSEING MECH,
100A 2'-6" 6'-8" 1.~" WD. INT SWING- LH TBD BY OWNER
1000 3'-0" 6'.8" 1-~" WD. EX'r SWING. RH TBD RYOWNER
101A 2'-6" 6'-8' 1-~" WD. INT POCKET TBD ,. BY OWNER
102A 2'-6" 6'-8' 1- ~" WD, INT SWING- LH TED 4 TOTAL LEAVES BY OWNER
I03A 1-2" EA, 6'-8" 1-3/8" WI3. INT PAIR BI-FOLD TaD SLAB DOOR WITH CLEAR GLASS CENTER PANEL BY OWNER
105A 2'-7Y2" 6'-0" 1-~" WD,/GLASS INT SWING. LH TBD ANDERSEN
106A 5'-0' 6'-8' WD./GLASS EXT SWING- LH ANDERSEN SLAB DOOR WiTH CLEAR GLASS CENTER PANEL ANDERSEN
205A 2'-7Y2" 6'-0" 1.~ WD./GLASS INT SWING- LH
NOTE: PROVIDE SS HEAVY DUTY HOLD OPEN HARDWARE ( HOOK AND EYE ) FOR ALL EXTERIOR SW]NG DOORS.
-- ~ GWB CYP,)
-- VAPOR BARRIER
-- ~ AIRSPACE
EXTERIOR SIDING
-- 2X FRAMING
-- ~ PLYWOOD SHEATHING
DRIP
~ PTD, WD. TRIM
-- ~ GWB(TYP.)
VAPROSHIELD
"WATER SHIELD"
-- .~AiRSPAC~=
SIDING VARIES
-- 2X FRAMING
-- FLASHING wlDRIP
~ PTD. WOOD TRIM
-- WINDOW WRAP
-- ANDERSEN EXTENSION JAMB
-- FIXED WIND0W
OOR WRAP
WINDOWWRAP
ANDERSEN EXTENSION JAMB
-- ~2" Pm. WD. TRIM
-- EXTERIOR SIDING
-- ~AIRSPACE
-- VAPOR BARRIER
TOP OF
EXTERIOR DECK
SILL
TOP OF FINISHED
FLOOR
TYP. ~E~TION @ FIXED WINDOW
(~) SCALE: 3~ ~
TYP. ~EC~ION @ ANDERSEN HINGED DOOR
1/2' GWB (TYP.)
-- EDGE OF SILL BELOW
-- ANDERSEN EXTENSION JAMB
-- 2X FRAMING
-- WINDOW JAMB
WINDOWWRAP
-- ~ PLYW00D SHEATHING
-- EDGEOFSILLSELOW
~AIRSPACE
EXTERIOR SIDING
TYP. ,,P ,I~,,.,N SECTION @ FIXED WINDOW
(~) SCALE: 3 = 1 -O
'-rw[~
0 o
La 0
~ o30~
uJ
0
0
Q ~o