HomeMy WebLinkAbout40215-Z ��o��uFFOt�coGy Town of Southold 12/14/2016
P.O.Box 1179
coo 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38705 Date: 12/14/2016
THIS CERTIFIES that the building ALTERATION
Location of Property: 845 Wiggins St, Greenport
SCTM#: 473889 Sec/Block/Lot: 48.-1-19
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/15/2015 pursuant to which Building Permit No. 40215 dated 10/26/2015
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:
INTERIOR ALTERATIONS AND COVERED SIDE ENTRY TO AN EXISTING ONE FAMILY DWELLING AS
APPLIED FOR
The certificate is issued to Doroski,Benjamin
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40215 11-02-2015
PLUMBERS CERTIFICATION DATED 12-13-2016 Brad Piecuch
t o ' d Signature
q�SofFnt�-�o� TOWN OF.SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy . SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICAT IONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 40215 Date: 10/26/2015
Permission is hereby granted to:
Singleton, Ethel
704 Wiggins St
Greenport, NY 11944
To: construct interior alterations to an existing single family dwelling as applied for.
At premises located at:
845 Wiggins St, Greenport
SCTM #473889
Sec/Block/Lot# 48.-1-19
Pursuant to application dated 10/15/2015 and approved by the Building Inspector.
To expire on 4/26/2017.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $585.60
CO -ALTERATION TO DWELLING $50.00
Total: $635.60
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features. - -
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. 0
New Construction: Old or Pre-existing Building: (check I?rf
Location of Pro e : L� wl 1n S Sl. �f/h dd
r m' �5 1� lr
House No. Street Hamlet
7�
Owner or Owners of Property: Dig rd S/L
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision ,^ Filed Map. Lot:
Permit No. q OZ I _� Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: V (check one)
Fee Submitted: $ D
0
1
Applicant Oignatt r
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
co
P.O.Box 1179 a roger.riche rt(.5-town.southold.ny.us
Southold,NY 11971-0959 'P
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Doroski
Address: 845 Wiggins Street City: Greenport St: New York Zip: 11944
Building Permit#: 40215 Section 48 Block: 1 Lot: 19
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Custom Lighting of Suffolk License No: 38893-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph 200A Heat GAS Duplec Recpt 29 Ceding Fixtures 13 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 5 Smoke Detectors
Main Panel 200 A/C Condenser 1 Single Recpt 5 Recessed Fixtures 25 CO Detectors 3
Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps
Transformer AppliancesDq31
Dryer Recpt 30A Emergency Fixtures Time Clocks
Disconnect 200 Switches Twist Lock Exit Fixtures TVSS
Other Equipment: 2- Combination Smoke/CO Detectors, 4- ARC Fault Circuit Breakers
Notes:
Inspector Signature: Date: November 2, 2016
0-81-Cert Electrical Compliance Form As
�ypF SOUTffo�
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 O �J` D
V D
BUILDING DEPARTMENT DEC 1 3 2096
TOWN OF SOUTHOLD
B1MDING DEPT.
TOWN OF SOUTHOLD
CERTIFICATION
Date:_ 12./13N
Building Permit No. qO7_15-
Owner• 8 e-jn Koro s ki
(Please print)
Plumber gfi4j E)e(V(
(Please print)
I certify that the solder used in the water supply system contains Iess than 2/10 of 1%
lead.
t
( lumbers Signature)
Sworn to before me this 13
day of Jem��JC, 20_[(p
A
Notary Public,5L)fG& County
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2.Qg
Of SOOIyo
Comm
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTp
ON
[ ] FOUNDATION 1ST [ ROUGH PLEIG.
[
;,,,F NDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: +� .•&��
floe
` D
DATE Ofi O7 G INSPECTOR -
SO(/jyolo
Ve�
• �o
��'�OOUNiV,N�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE L[L
INSPECTOR
S
Of OUTyolo
�'YOOUN1V,�c�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1502
INSPECTION
[ ] FOUNDATION 1ST [ ] ROU H PLEIG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
e,
DATE 001.2-VIir INSPECTOR
OF SOUtyo�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE (� INSPECTOR
1
TOWWOF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION-1 ST [Y] ROGH PLEIG.
FOUNDATION 2ND [ LATION
FRAMING / STRAPPING [ L
[ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ]
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: I'' 965 %.60
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DATE INSPECTOR
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUhLDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. /tTCheck
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined 20 Storm-Water Assessment Form
Contact:
Approved 20 Mail to: 0& G Dw
4 f
Disapproved a/c
/ Phone: 7(�S- 950 S�
Expiration Cb 20117
r r
LJ 41,I)EING
ector
JAPPLICATION FOR PERMIT
i OCT 15 2015
Date /0• 20
e,G PEPT INSTRUCTIONS
f0l'.i ;F SnUTNOLD
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.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises slL/
r (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. Locatio of land on which proposed word ll be done:
4 5 w fns
House Number S eet Hamlek
County Tax Map No. 1000 Section ! Block Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and int nded use and occupancy of proposed construction:
a. Existing use and occupancy 4 f e I(,A re S i d&K4P,
b. Intended use and occupancye�-
3. Nature of work(check which applicable):New Building Addition Alteration_
Repair Removal Demolition Other Work i rl brio( u wi yt,a(OwS I�
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures,if any: Front I L Rear__J0. Depth �o
Height y'- l0 to
4/- Number of Stories I
Dimensions of same structure with alterations or additions: Front Y_ L/ Rear c>?o. (�
Depth Sb ` & Height /`/'- I 0 ''� Number of Stories 1
8. Dimensions of entire new construction: Front - Rear Depth
Height Number of Stories
9. Size of lot: Front ��j' 0 ' Rear Depth -2 6. 3 d ld G.
10. Date of Purchase c�20/ S Name of Former Owner
11. Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law, ordinance or regulation?YES NOX
13. Will lot be re-graded?YES NO��Vill excess fill be removed from premises?YES NO,\e
14.Names of Owner of premises 00(051c'i Address Phone No.
Name of Architect n'A_� P9 Address Phone No
Name of Contractor t 3. h Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BEj 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 foundati9n 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
n * IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF
oeq being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contrktj above named,
(S)He is the 7,-)e 51 otzr.
(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 t before me thi
day of - 2JO ID.BUNCH
Mary Public,State of New York
y�p (� ' No.01 B_U6.185050
Notary Public " k County Vignte of A c tComml®slon Expires April 14,�( PP
Scott A. Russell ,��®su ��� ST0]CL.MWA\T]E K
SUPERVISOR MAN AG IEM]EINT
SOUTHOLD TOWN HALL-P.O.Box 1179 Z
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold,
CHAPTER 236 - ST®RMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES TMS PROJECT INVOLVE ANY OF THE )EO]LLOWIN&
Yes No (CHECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material
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 preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑LrF. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT• (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date
District
NAME- V�V� �(IN 'f Jr � 4 /0
Section Block Lot
t.
FOR BUILDING DEPARTMENT USE ONLY****
Contact Information 'g i 0S
TTT (relepho a Numhul L�s
Reviewed By. --'0l��lJ -t
Date: /�hS
Property Address/ Location of Construction Work: — — — — — — — —Daa — — — — — — — —
R)16d I0 Approved for processing Building Permit.
T Stormwater Management Control Plan Not Required.
Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
U)S 5 F D
C-Cyy
Towa Mall Annex 1 f ( Telephone(631)765-1802
54375 Main Road 6 gQ2
P.O.sox 1179 G roger dchert(IQWf S)ON0,76y.us
Sou gold,NY 11971-0959
BUILDING DEPARTMYM
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:Aplwh
Company Name:
Name:
License No.: r
Address:
Phone No.: LP31
JOBSITE INFORMATION: ( `Indicates required information)
*Name:
*Address:
*Crass Street:
*Phone No-: ( -fit LJ<L4- ( _(
Permit No.:
Tax-Map District: 1000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
� f-
&CLNMr', habAMOMb VY- 12001 M1 ®LA—>-
C+n Cj _
(Please Circle All That Apply)
*Is job ready for inspection: / NO Rough In Final
"Vo need a Temp Certificate: (:YE P O
Temp Information(if neededl
*Service Size: 1 Phase 3Phase 100 150 200 300 8= 400
*New Service: Re-connect Underground Number of Mete Change of Semi rhead
Additional Information: PAYMENT DUE RKAPPPPLIEATI
82-Request for Inspection Form 11�
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SURVEY OF PROPERTY N
SITUATE : Inc. VILLAGE OF GREENFORT W o E
TOWN : 50UTHOLD s
SUFFOLK COUNTY, NY
SURVEYED 08- 10-201 5
SUFFOLK COUNTY TAX #
1000 - 48 - I - 19
CERTIFIED T0:
BENJAMIN-DOROSKI
ACCORD ABSTRACT, LTD.
COMMONWEALTH LAND TITLE INSURANCE COMPANY
LAND NOW OR FORMERLY OF:
WILBUR L. RAY
WIFE
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NOTE5: mop bearing a licensed land surveyor's seal is a
■ New Yorrk Slattee EEdMONUMENT FOUND J O h N C. E H LE R5 LAND 5 U IAV EYO iZ viola tion of section 720subd on to of the
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—x X— CHAIN LINK FENCE New
copies from the original of this survey
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Cr— WOOD FENCE stamped seal shall be considered to be valid true
G EAST MAIN STREET N.Y.S. LIC. NO. 50202
copies"
"Certifications indicated hereon signify that this
survey was prepared In accordance wl-.h the ex—
Area = 3,841 Sq. Ft. RIVERHEAD, N.Y. 11901 3G9-8288 Fax 3G9-86y 287 stt{he hew Code of Practice for Land Sof Pr adopted
NYork State Association of Professional
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Energy Code: 7010 New York Energ,Conservation
lxatiun: Suffolk Coarcts New York
litloj Type Type: Alt—titan BUILDING EPT.
Prgect Type: Alteration
demod Dau:te Zone: q (5750 HDD)
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Construction Site: Owner/Agent Designer/Contract—
W'ggms Street Na ncy Dwyer Desgn C—Onng, \J
Greenport,NY Inc.
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Certification Note: Wali l:Wood Frame.16-oc 1.610 14.0 0.0 0082 97 _
Window 1:Vi y1fFibergsass Frame-Double Pane with Low-E 153 0 320 52 (f 1 }
Door I-Glass 69 0 310 20 L`+LU �s
Ceiling 1:Flat Celwg or Scisw TnM 424 190 0-0 o.051 22 Q Z
• The Information contained on these plans and drawings reflect work performed and Ceiling 2:Flat Calling or Scissor Truss 122 360 o_o 0030 4 7
completed, as shown. All field changes to framing, room layouts, posts, columns, footings t Carling 3:Flat Cedig 4,Sassor rimes 139 2S0 o_o 0040 6 O
Ceiling 4Flat Ceding or Scissor Truss a 0.0 0.0 0.035 10 W
Insulation are Indicated on these plans and have been completed in accordance with NYS Q o
Compha—Statement The posed b.a'ding design desmbed here s con wi6 the bulks plans,sped6catons,and other (17
building codes and meet or exceed federal state and local codes, ordinances $ regulations. ralculanons wbm med wre,t permit aixthcation.The proposed ben .ng a desgnedt, eet the 2010 New York Energy
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Project Title:Doroskr Report date: 10/17/16
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UNAUTHORIZED ALTERATION OR ADDITION TO TI-115 DRAWNG AND RELATED DOCUMENTS 15 A VIOLATION OFSEC. 7209 OF THE N.Y.S.EDUCATION LAW
GENERAL CONSTRUCTION NOTES:
2O'-v. a N
—
ELECTRICAL NOTES: w o
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• The information on this set of construction documents is to relate basic design
intent and framing details. Thev are intended as a construction aid, not as a
substitute for generally accepted good building practice and are in compliance with • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include PROVIDE WOOD STEP Q 0 Z
current New York State building codes. The general contractor Is responsible for installation of fixtures�specifications as indicated on plans. Light fixtures to be supplied by 4-6 TO GRADE
providing standard construction details and procedures to ensure a professionally owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install to
finished, structurally sound and weatherproof completed product. all outlets as per code. All work is to be done In strict accordance with the New York State Code built in bar quette seati g- O Ur
by a licensed electrician. All new switches*outlets to be Levition, standard, supplied+f installed lift up seal top for sto a e U s z_
• General contractor to coordinate all subcontractors, scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms. § � w
interaction between trades. Ul t U Q
U U7 a ED
• The contractor is responsible for ensuring that all work and construction meets FRAMING NOTES: 0 4-1
o
or exceeds current federal, state and local codes, ordinances and regulations, etc. j
These codes are to be considered as part of the specifications for this building plan. All lumber is to be Douglas Fir#t2 or better at i G"on center
GREAT ROOM PITCHED
• If in the course of construction, a condition exists which disagrees with that as — O U
indicated on these drawings, the contractor shall stop work and notify the designer • All wood framing In contact with concrete or masonry is to be pressure treated. 'ACQ'designation RAISED CEILING N O _�
the engineer immediately. Should he fail to follow this procedure and continue work, refers to current arsenic-free treated wood standards and shall take the place of'CCA' 9'-0"THRU CENTER OZ E_
he shall assume all responsibility and liability arising therefrom, 5ECTiON 5E TION . !
• All TJI's are to be Installed in accordance with the manufacturer's specifications and shall Include C C +,
• Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. squash blocking web stiffeners at bearing points on girders and other load bearing areas O Z —
PITCHED
•
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The designer has not been engaged for construction supervision and assumes no (V
• Structural Steel ASTM A3G- FY= 3G KSI O
responsibility for construction coordinating with these plans, nor responsibility forQ c 71-
construction means, methods, techniques, sequences or proceedures or for saftey
precautions and programs In connection with the work Indicated. There are no All straps, connectors, plates, bolts ! O
, nails, etc. are to be galvanized. Designated connectors, straps, a s N O
O'-6' 9'-I" 6') 4)
warranties for a specific use expressed or implied In the use of these plans. etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be ED O
nailed/bolted in accordance with the manufacturer's specifications. 2668
• Contractor to provide hardwired smoke detectors, with battery back up,and withRt
D N
no Intervening switches, on all floors and In each bedroom. Verify with local code . All floor sheathing is to be a"AC type plywood, tongue t groove and shall be glued and screwed to a ( /CLOSET OV R "
requirements as per Section R3 17 New York State Residential Construciton Code. v u
the floor joists(G"o.c. edges 4 12"o.c. field) STAIR: RAI5 a
Install carbon monoxide detectors as per code. FLOOR AS N�ED D DOW a ,
• Solid biockin Is to be installed eve 8'-0"max. or mid span of all floor Oists with spans exceedin o o FOR CLEAKA CE .0 0 'n Z
FOUNDATION NOTES: g r' p p g ® BELOW s o O
8'-0". Blocking is to be Installed at all point load bearing points. Lin
LVL HEADER TO E ' 2068 !—
• General contractor to review plans, elevations and details to determine Oo �
• Install double Joists under all partitions running parallel CONTINUED OVE ,D O
intended heigf�ts of finished floor above typical grade. o
WINDOW o 1\1 RTEN O
• All exterior wall headers to be- 2-LVL's as indicated on floor plans sections and all Interior p i
• Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. HEADER SITS DI CTLY _ O z
headers are to be, 2- 2"x 8"unless otherwise noted. All headers exceeding 5'-0"shall have a double UNDER WALL PLA E —.— A w W
Jack stud with a single king stud �on exterior walls provide double sill plate(typical). f W. / PITCHED EXISTING C.J.
• Concrete shall be FC = 3,500 PSI @ 28 days � TO REMAIN w
2'-0" J
• Provide Insulation baffles at cave vents between rafters and soffit vents as Indicated 18 8
• Concrete on 4"sand or gravel fill minimum, with Gx6- 10/10 welded wire mesh - closet
reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor on plans
barrier. Welded wire mesh is to be laced in the to third of the slab and is to be SECTION ki Q BEDROOM - ALTERED secrloN
p p B EX TING HIMNEY � B
•
Exterior flashing Is to be adequately Installed at all connections between roofs, walls, 2GG tL
adequately supported by precast concrete bar supports to assure that the reinforcement I T BE RE OVED; 8o so r.
ICHT
!s held m position durin concrete placement and finishin chimneys, projections and penetrations as required by approved constretion practices. b G.0% ENT
p 9 I' 9• in P CHF MING FROM 'C.O.� G.0%VENT
FLOOR PLAN NOTES: FL OKTH u ROOF 5.D. l0'-5„
• Isolation Joints are to be installed between the slab and the walls. Use preformed �_ rll
joint filler that is to be cut 1/2"below the slab surface and the resulting Joint Is to be filled NEW COVERED V
• Dimensions shall take recedent over scale drawin s, DO NOT SCALE DRAWINGS
with an elastomeric Joint sealant. p g 2x6 RK FRAMED AGAIN
ENTRY WALL PITCHED ENTRY 2468 2'-5"4 04
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• General contractor to install cop-r-tex(or copper)sheet metal termite shedds • All interior waAs to be covered with 2'gyspusm board with meta!corner reinforcing. All BEADBOARD CEILING MAKIR W a
between all wood surfaces that are exposed to concrete or masonry surfaces. drywall products, including gypsum board, screw,Joint compound,tapes*trim shall be U.S. SADDLE BATH o w
Gypsum Co. or approved equal. All joints shall recieve 3 coats of joint treatment.Sand final w
o EXIS INC
• Dampproof exterior of foundation wall with a bituminous coating; Foundation coat to a uniform smooth surface. All walls, ceiling and Interior of closets to be taped and Q o Z o
s ackleci, 3 coats, read for paint. _C 2'-!' Y M
excavation is not to be backfilled prior to the Installation of the floor framing. I' v p WALL ILEGEND: I" ENTR ~"I `a w
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• Insulation ratin s and Installation locations as Indicated on floor plans 4 sections J `C.O.
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PLUMBING HVAC NOTES: g p = S.D. I8 W
AREAS TO BE REMOVED —�zo
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• All plumbing work shall be done by a duly licensed plumber and must conform and adhere • Walls common to garage and house to have a layer of 6"fire rated gypsum board at N y
to all New York State building codes�-saftey requirements. garage side with 5'-0"return on adjacent walls 4 ceiling. Provide 2 layers of g"fire rated EXISTING FRAME EXTERIOR WALLS TO 3'-2" 10'-5'
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gypsum board on all engineered lumber as required by manufacturer specifications REMAIN. PATCH IN WINDOW/DOOR 'C.O.4 N
3'-7' 2668ALTERED
s.D. BEDROOM - F�
• if wall plates or joists are cut during the Installation of plumbing fixtures or equipment OPENINGS AFFECTED BY CONSTRUCTION4w
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contractor must rovide a ro riate bracin to tie framin back to ether. All bath� kitchen area walls and ceilings adjacent to wet areas to have water resistant w/ 2X4 STUD FRAME. 95 5Q.fT.3%LIGH W
p pp p g g g 9.9%LIGHT
drywall, and provide wonderboard for all areas set to recieve tile. HALL s C%VENT x
• Baseboard heating is to be hot water and zoned. Plumbing contractor is to TYPICAL OF ALL EXTERIOR WALLS:
a�
adequately size the system and place the baseboards In an unobstructive location in each room EXISTING C.J.
p"I1
required to recieve heat. Minimum of one thermostat for each zone will be required. NEW K-13 INSULATION, 4" PLYWOOD TO REMAIN
SHEATHING (AS NEEDED), HOUSE WRAP WITH m
• Mechanical subcontractor is responsible for adhering to all applicable codes and SIDING AS SELECTED t SHOWN ON ELEVATIONS. 2b x
5aftely requirements. 2"GYPSUM BOARD ON INTERIOR, _ 6
N£S4,
• HVAC subcontractor to fully coordinate system data t requirements with the N
equipment supplier and to provide final system layout drawing and submit it to general contractor, NEW CONSTRUCTION: CEILING
owner and equipment supplier for final review 4-approval. BREAKU
2"X 4" INTERIOR STUD PARTITION !s'-' r'
N 5'D' ASTER - RELOCATE6 N Z
�T w/ I LAYER,'" GYPSUM BOARD ON EACH
SIDE; USE MOISTURE/MOLD RESISTANT Q I I 2 +/- CEILING HEIGHT"
BOARD IN KITCHEN * BATH AREAS� USE w THRU CENTER I z
CEMENT BOARD ON ALL AREAS TO RECEIVE TILE 32 so.ri.
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• ALL.WINDOWS TO RECEIVE 2- 2"x 8" HEADERS ABOVE. w PITCHED m
MULLIONS AS INDICATED. HEADER HEIGHTS VARY- SffCT'ON w INDUSTRIJL BARN DOOR ��� seC-1ON z Ln
7'-0"ABOVE FLOOR IN AREAS WITH HIGHER WALL PLATES: A g HAKDWAR AND 5LIDE: BRONZE A O
HEADERS TO BE DIRECTLY UNDER WALL PLATE IN BACK a FINISH BY KU5TICA HARDWARE
SECTION OF HOUSE HAVING LOWER WALL PLATES. OR APPROVED EQUAL HANG kOTH DOORS
ON SAME TRACK Z
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UNAUTHORIZED ALTERATION 09 ADDITION TO T115 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 720 IIE `) EDUCATION LAN/
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1 O'-O"WALL:4-8d PER RAFTER z
CELING JOIST TO TOP PLATE TOE NAILED &-O'WALL:3-8d PER J0157
I o'-0"WALL:4-8d PER JOIST GAF 30 YEAR ARCHITECTURAL EXISTING RIDGE O >' Q
CELING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP EXISTING RIDGE ASPHALT ROOF SHINGLES W/ 15# TO REMAIN 2-2" C.B. TI-IRU C.T. R.R. 4-1 p
CEILING JOIST LAPS OVER PARTF-101`15 FACE NAILED SEE TABLE 3.7 EACH LAP FELT OVER 5'CDX PLYWOOD WITH 'HEIGHT OF NEW CROSS
COLLAR TIE TO RAFTER FACE NAILED 5EETA13LE 3.4 PER TIE ICE *WEATHER SHIELD @ PERIMETER) TIES ABOVE FLOOR 15
BLOCKINfG TO RAFTER TOE NAILED 2-5d EACH END APPROX. HEIGHT OF CFO155 TIES �VALLEYS �2�0 APPROXIMATE* 15 —
RIM BOARD TO RAFTER END NAILED 2-16d EACH END - 4-1
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Af'PR X. f Fb7T WIWINDOW 11T /�\� �� R-38 E OF WINDOW ON FRONT WALL
WALL FRAMING N
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TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT C L
TOP PLATES ATINTER5--CTION5 FACE NAILED 4-1 Gd JO!rIT5-EACH SIDE PLATE/CEILING HEIGHT - ------------ ---- ------ ----- - NEW FASCIAtSOFFITSWITH s �)L- 4
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5TUD TO STUD FACE NAILED 2-1 Gd 24'0,'C U
EXISTING CEILING BEAMS TO
HEADERTO HEADER FACE NAILED 1 Gd I G'O,'C ALONG EDGE5 BE REMOVED IN MASTER WITHIN BEADBOARD; , L —
TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD WINDOW HEADER HEIGHT 1 I°x4° FRIEZE BOARD-
q)3-1 Gd PER 2XG STUD —' —'— R-1 9 INSULATION *VENTED — N 0 _�
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q WINDOWS w/C520 STRAPPING
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FLOOR FRAMING `O EXISTING 2"X 4"STUD FRAME a
C? WALLS TO REMAIN. NEW R-13
J015T TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER J015T " GYPSUM BOARD 3
BRIDGING TO J015T TOE NAILED 2-8d EACH END INSULATION, 4" PLYWOOD SHEATHING
TYPICAL ALL AREAS
'LOCKING TO JOIST TOE NAILED 2-5d EACH END (If none currently exists), Z
'LOCKING TO SPU-OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK HOUSE WRAP 51DING AS SELECTED 0
LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST
JO!5T ON LEDGER TO BEAM TOE NAILED 3-8d PER J015T EXISTING FLOOR HEIGHT Q
BAND J015T TO J015T END NAILED 3-1 Gd PER J015T O
'AND J015TTO5!LLORTOP PLATE TOENALED 2-1 Gd PER FOOT EXISTING F.J. TO REMAIN R-22 INSULATION
EXISTING GRADE z
ROOF SHEATHING ' PROVIDE NEW FRAM G WHERE LJ
REQUIRED DUE TO DA AGE, OZ
STRUCTURAL PANELS
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841 INTERMEDIATE 5JPPORTS IN THE PANEL F'ELD N
FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING*-0-ON EACH 51DE OF THE ROOF PEAK,THE 4'-O"PERIMETER EXISTING STRUCTURE
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. FOUNDATION WALLS, FqOTING5
SLAB TO REMAIN
CEILING 5HEATHING
GYP5JM WALLBOARD 5d COOLERS 7'EDGE/ 1 O'FIELD
ASSUMED FOOTING DEPTH `Z
WALL SHEATHING N U
STRUCTURAL PANELS 8d 4'EDGE ZONE- I G'OIC-G'AT PANEL EDGES AND 1 2'AT
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HARDBOARD NTERMEDIATE SUPPORTS IN THE PANEL FIELD y
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NEW FASCIA SOFFITS WITH
highereatli
r capacities,rang requiremert5 for 5 ructxra!members shall be doubled,or alternate correctors,Such a5 5hear p!ate5,5t,211m
a'1 be used to airtam
�dthe CONTINUOUS GROOVE VENT
path. WITHIN BEADBOARD; — m
I"x4" FRIEZE BOARD EXISTING CEILING JOISTS TO REMAIN Q
"her,wall s!-ea`.hirg ,s oortiruous o✓er corrected members,the tabulated rumber of rails shall be permitted to be reduced to 1-I Gd nal per foot. J, s
Corro5ior.re515tart I I gage ro&irg nad5 and I G gage staples are perms Led,check IBC for additiora' reejuiremert5. R-30
- 2- 2"X 8" HEADERS ABOVE A 2x4 INTERIOR STUD
WINDOWS w/C520 5)TRAPPING. PARTITIONS; FRAME UP
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
INSTALL UNDER EXISTING WALL TO NEW CROSS TIES
N
PLATE, TYP. @ BACK HALF AREAS BEDROOM CLOSET KITCHEN EXISTING 2 X 4„STUD FRAME z
DE51GN LOAD CALCULATIONS WEATHERING SEVERE N WALLS TO REMAIN. NEW R-13 —
FROST LINE DEPTH 3'-0”
TERMITE MODERATE TO HEAVY INSULATION, -" PLYWOOD SHEATHING
MINIMUM UNIFOP.MLY DISTRIBUTED LIVE LOAD5(Ib5f) DECAY SLIGHT TO MODERATE (If none currently exists), z
EXTERIOR BALCONIES 60 HOUSE WRAP 51DING AS SELECTED0 WINTER DESIGN TEMP. I I
DECKS 40 ICE SHIELD UNDER- AS PER MANUFACTURER'S o
ATTICS WITHOUT STORAGE 30
I AYMEVT RE(1,11P D SPECIFICATIONS/STATE CODE NEW 4" PLYWOOD 5UBFLOOP,
ATTICS WITH STORAGE 40 FLOOD HAZARDS NEW 2x8 F.J. @ 16" O.C. AS NEEDED R-22 INSULATION O
ROOMS(OTHERTH'AN SLEEPING ROOMS) 40
SLEEPING ROOMS 30 TABLE 1330 I X z
CRITERIA FOR CALCULATION OF DEAD LOAD ALLOWABLE DEFLECTION Of STRUCTURAL MEMEBERS }
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. 5TRUCTURAL MEMBER ALLOWABLE DEFLECTION
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ARCHITECTURAL GRAPHIC STANDARDS Rafters having sl es cjreater U150 (] z
than 3112 with no finished ceiling
attached to rafters EXISTING STRUCTURE - LU o
SNOW Interior walls artitions H/180 FOUNDATION WALLS, FO ING5 o
GROUND SNOW LOAD 45 Ibs. f 4 SLAB TO REMAIN `n
Floors la5tered ceilings U3E0
SE1.5MIC All other structural memebers U240
Exterior v✓alls with pla5ter or H/3G0 - ---��'
DESIGN CATEGORY B
stucco finish
Exterior v✓alis-wind loads with U240 z
WIND brittle finishes
WIND SPEED
120 mph FxhPmnr v✓alis-wind loads with L/120 BUILDING 5 ECT I O N 11 1311 CIO }; .i ✓r;,
EXPOSURE CATEGORY B flexibleinis
fhes v I I
SCALE: 4" = 1 '-0"
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WIND RESISTANT CONSTRUCTION CONNECTORS 2- 2"X 8" HEADERS ABOVE FF1TYPICAL A AREAS v cn
WINDOWS vv/C520 STRAPPING
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CONNECTION LOCATION: PART NUMBER: NOTES:
GREAT ROO 1 C)
RIDGE-TO-RAFTERS C520 2 1" APPLY TO EACH PAIR OF RAFTERS L' Ln
RAFTER-TO-WALL H7 APPLY TO EACH RAFTER EXISTING 2`1X4"STUD FRAME O o
WALLS TO REMAIN. NEW R-13 _ p O
APPLY TO EACH RAFTER IN5ULATIONI,4" PLYWOOD SHEATHING a = �_' O
RAFTER TO-PLATE 18 or H2.5 (if none currentlycurrntly exists), NEW 3" PLYWOOD SUBFLOOP, m
PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD HOUSE WRAP SIDING AS SELECTED ALIGN FLOOR AREA THRU OUT
NEW 2x8 F.J. @ 16"O.C. R-22 INSULATION
2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or C520 @ 3G" APPLY TO EACH WALL STUD
HEADER—TO—JACK STUD C520 @ 12" APPLY TO EACH JACK STUD NEW F 92' LVL
DROPPED GIRDER z
CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD C)
SHEAR WALL HOLDDOWN ANCHOR 55TB 16 APPLY TO EACH SIDEWALL END EXISTING STRUCTURE- Q
15T. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE FOUNDATION WALLS, FOOTINGS >
(USE WITH 3" SQUARE WASHERS) SLAB TO REMAIN O
-- CONCRETE BLOCK WALLS z
USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. AROUND EXISTING STAIR LL_i
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ACCE55 TO BASEMENT CZ
UPPER SHEARWALL
BOLTS CHORD
CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CORNER BRACKET BOLTS
ANCHOR
6mm BENT STEEL PLATE
ONE OR TWO SIDES
ANCHOR BOLT
BUILDING SECTION "C"
THREADED ROD
RAFTER NOTCHED RAFTER WALL TO FOUNDATION SCALE: 4' = I ,—o,,
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ANCHOR GENERAL WIND PROTECTION CONNECTION NOTE5
CORNER BRACKET CORNER HOLD-DOWN DETAIL Adapted from Standard for Hurricane Resistant Residential Construction; 55TD W o
BOLTS N.T.S. 10-99 and 2001 SBC High Wind Edition Wood Frame Construction Z
LOWER SHEARWALL METAL HOLD- Fasteners and Connectors for Wood Frame Construction r-4 a '
DOWN STRAP �J
SHEARWALL TO SHEARWALL 38-16d SINKER
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING I . A continuous load path between footings, foundations walls, floors, studs and p
SHEARWALL HOLD-DOWN DETAILS NAILS AS PER �3-2"X4"WD STUD roof framing shall be provided. W
N.T.S. MANUFACTURER @ CORNER TYP.
NAILEG 2"X4"SILL Q' Z
POKI ION PLATE 2. Approved connectors, anchors and other fastening devices not included in O
the Standard Building Code, Table 2306. I shall be installed in accordance with U
RIM JOIST TYP, manufacturer's recommendations. W
RAFTER PROVIDE 1/2"SPACING a DBL.SILL PLATE W
BETWEEN THE END STUD a,"�" 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the
AND THE 2 OTHER STUDS ANCHOR BOLT (1)#4 REBAR IN weather or subject to salt corrosion in costal areas, shall be stainless steel or
RAFTER FOR ALLOWING CONNECT CORNER STUD SHEAR CONE-MIN.
HOLDDOWN INSTALLATION TO TRANSFER SHEAR " 12"LENGTH hot dipped galvanized. ® ,• '�a
TOP PLATE FASTEN WITH(2)16d 30"MIN. FOUNDATION N"
TOP PLATE O COMMON NAILS @ 6"O.C. REBAR LENGTH WALL TYP. 4. Where windows and doors interrupt wood structural panel sheathing and a
WALL STUD --112'MIN, siding, framing anchors or connectors shall be provided at the top and bottom s �
WALL STUD SIDEWALL ENDWALL FROM CORNER of cripple studs, header studs, and at least one stud at each -side of opening.
TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION METAL HOLD-DOWN/UPLIFT ANCHOR 5. Ridge straps shall be attached to each pair of opposing rafters except where
collar ties of I xG or 2x4 lumber is located in upper third of attic space and
attach to each pair of rafters. z
G. Uplift connectors shall be provided at each rafter bear ng. —
2ND.FLOOR WALL STUD 0 KING STUDS
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' z
2ND.FLOOR PLATE CRIPPLE STUD of exterior corners.
J
WOOD JOIST WOOD JOIST RIMBBOARD HEADER O
-0 8. 5111 Plate to Foundation Anchorage: Will plate shall be anchored to the m
bolts having a min. bolt diameter of 5/8" and 3"x 3"x
BLOCKING JOIST HANGER foundation with anchor z Ln
1ST.FLOOR TOP PLATES JACK STUDS 1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 O
GIRDERIHEADER -0 inches of each end of each plate. Anchor bolts shall have a minimum embedment v m
WOOD GIRDER WOOD JOIST IST FLOOR WALL STUD of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located
AP _.e within 12 inches of corners and at spacing not exceeding 4 feet on center. z
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TYPICAL HEADER CONNECTIONLU }
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERMEADER E
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DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS)
FOUNDATION WALL
FOUNDATION WALL
CGS
ON ANCHORING
TO FOUNDATI
DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST.FLOOR TO FOUNDATION CONNECTIONS SILL PL
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GENERAL CONSTRUCTION NOTES: Ln
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ELECTRICAL NOTES: (s) o o �_
• The information on this set of construction documents is to relate basic design Z Z
intent and framing deta Is. They are intended as a construction aid, not as a
substitute for generally accepted good building practice and are in compliance with • All electrical work to be BOARD OF FIRE UNDERWRITERS approved td
approveand include 4 6„ PROVIDE WOOD STEP substitute L
current New York State building codes. The general contractor Is responsible for installation of fixtures$specrfications as indicated n
on plans. Light fixtures to be supplied by TO GRADE
providing standard construction details and procedures to ensure a professionally owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install --- --- -- ---- -
finished, structurally sound and weatherproof completed product. all outlets as per code. All work is to be done in strict accordance with the New York State Code built in ba quette seats g
by a licensed electrician. All new switches *outlets to be Levition, standard, supplied installed lift up sea top for sto g I
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• General contractor to coordinate all subcontractors, scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms. ( I -W1 w
interaction between trades. I I U Q
• The contractor is res On51ble for ensurin that all work and construction meets FRAMING NOTES:
I I o cn o a
p 9 II
or exceeds current federal, state and local codes, ordinances and regulations, etc.
These codes are to be considered as part of the specifications for th s building plan. . All lumber is to be Douglas Fir#2 or better at I G"on center ! 1
GREAT ROOM I I PITCHED
• If in the course of construction, a condition exists which disagrees with that as . All wood framm In contact with concrete or mason s to be ressure treated. 'ACQ'desl nation RAISED CEILING I 1 �� N
indicated on these drawings, the contractor shall stop work and notify the designer g p g I
f the engineer immediately. Should he fail to follow this procedure and continue work, refers to current arsenic-free treated wood standards and shall take the place of'CCA' 9'-0"THRU CENTER =
he shall assume all responsibility and liability arising therefrom. seCTlon L __ secrlor:
• All TJI's are to be installed in accordance with the manufacturer's specifications and shall include C I I l I IS
• Dimensions take precedent over scale - DO NOT SCALE DRAWINGS. squash blocking web stiffeners at bearing points on girders and other load bearing areas PITCHED I 1 III _ Z ,
• The designer has not been engaged for construction supervision and assumes no • Structural Steel ASTM A3G - FY= 3G KSI III (s) CO
O
responsibility for construction coordinating with these plans, nor responsibility for
construction means, methods, techniques, sequences or proceedures or for saftey C)
II III Q
precautions and programs in connection with the work indicated. There are no All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, 5trap5, 0'-6" 1 9'-I" > 6
warranties for a specific use expressed or implied in the use of these plans. etc, on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be
nailed/bolted in accordance with the manufacturer's specifications. I I III 2668
• Contractor to provide hardwired smoke detectors, with battery back up, and with
no intervening switches, on all floors and in each bedroom. Verify with local code . All floor sheathm is to be 3"AC t e plywood, ton ve roove and shall be lued and screwed to N I I CLOSET OV
g a type PYw 9 9 9 I Fh�
requirements as per Section R3 17 New York State Residential Construciton Code. STAIR; RATS N
the floor oists (6"o.c. ed es f- 1 2"o.c. field)
Install carbon monoxide detectors as per code. J g 1 FLOOR AS N E D DOWN q
FOUNDATION NOTES:
• Solid blocking is to be installed every 8'-0" max. or mid span of all floor Joists with spans exceeding - --- --] �® - - - -- --C-C Z
8'-0". Blocking is to be mstalled at all point load bearing points. S.D. O
LVL HEADER TO E E O D 2068
• General contractor to review plans, elevations and details to determine O �° �°
Install double Joists under all partitions running parallel CONTINUED OVERo N 9._I,. Q
intended heights of finished floor above typical grade. 'o KITCEN
WINDOW
• All exterior wall headers to be 2- LVL's as indicated on floor plans t sections and all interior HEADER SITS DI R CTLY ` —--� _________________ O
• Footin s shall bear on undisturbed soli within bearin capacity of 1.5 tons/s ft. r m Z
g g p Y q' headers are to be 2- 2"x 8" unless otherwise noted. All headers exceeding 5'-0"shall have a double UNDER WALL PLATE ..._ fl w
EXISTING C.J. W
Jack stud with a single king stud �on exterior walls provide double sill plate(typical). �W. /' PITCHED TO REMAIN w
• Concrete shall be FC = 3,500 PSI @ 28 days 2'-0" C N
Concrete on 4"sand or gravel fill minimum, with Gx6 - 10/10 welded wire mesh Provide insulation baffles at cave vents between rafters and soffit vents as indicated• IciosetN w N
reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor on plans 5ECTION 20 ° 5ECON
B
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be EX TING HIMNEY BEDROOM - ALTERED B
Exterior flashing is to be adequately mstalled at all connections between roofs, walls, u es sQ Fr.
adequately supported by precast concrete bar supports to assure that the reinforcement T BE RE OVED; 83510 0'T. T
chimneys, projections and penetrations as required by approved constrction practices. I !
L5 held in position during concrete placement and finishing. FA CHF F MING FROM 2668 60%VENT
9 FL OR TI-1 U RO F
FLOOR PLAN NOTES: -
• Isolation Joints are to be mstalled between the slab and the walls. Use preformed � I -"C.O. ------------
joint
__________Joint filler that is to be cut 112"below the slab surface and the resultmg Joint is to be filled NEW COVERED I F --_ - - 9 D-—--------- 1 (�
Dimensions shall take precedent over scale drawin s, DO NOT SCALE DRAWINGS o
with an elastomerlcjoint sealant. p g 2x6 RR FRAMED AGAIN 3 EN 1�Y
ENTRY WALL t PITCHED `-'
• General contractor to install cop-r-tex (or copper)sheet metal termite shellds • All interior walls to be covered with 2"gyspusm board with metal corner reinforcing. All I I 8 0 �-+ U
BEADBOARD CEILING I 2468 BATt1 —2'-5"4 W a
between all wood surfaces that are exposed to concrete or masonry surfaces. drywall products, Including gypsum board, screw,Joint compound, tapes trim shall be U.S. CZ
Gypsum Co. or approved equal. All joints shallEXS ING DLL o recieve 3 coats of joint treatment. Sand final I MAR13L
• Dampproof exterior of foundation wall with a bitummous coating; Foundation coat to a uniform smooth surface. All walls, ceiling and interior of closets to be tapELL
5ed and Q I SA E Z o
excavation 15 not to be backfilled prior to the installation of the floor framing. spackled, 3 coats, ready for paint. WAU LEGEND: J ENTR
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Insulation ratings and installation locations as indicated on floor plans sections ______ _ —' S.D.
PLUMBING HVAC NOTES: - AREAS TO BE REMOVED -�z W � Wpo
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• All plumbing work shall be done by a duly licensed plumber and must conform and adhere ' Walls common to garage and house to have a layer of�'fire rated gypsum board at N-
s EXISTING FRAME EXTERIOR WALLS TO L2,G
10'-7"
to all New York State buddin codes*safte re uirements. garage side with 5'-0"return on adjacent walls $ ceding. Provide 2 layers of 8'fire rated n O
g y q sum board on all en meered lumber as required b manufacturers eclfications REMAIN. PATCH IN WINDOW/DOOR I "C.O. U
qyp g q Y p 3'-7" I s.D. BEDROOM - ALTERED
• If wall plates or Joists are cut during the installation of plumbing fixtures or equipment OPENINGS AFFECTED BY CONSTRUCTION I w
All bath 4. kitchen area walls and ceihn s adjacent to wet areas to have water resistant w/ 2X4 STUD FRAME. G68 S'9%LI T. W
contractor must provide appropriate bracing to tie framing back together. 9 J 99%LIC-t1T
drywall, and provide wonderboard for all areas set to recieve tile. s 6%VENT
• Baseboard heating is to be hot water and zoned. Plumbing contractor is to TYPICAL OF ALL EXTERIOR WALLS:
adequately size the system and place the baseboards in an unobstructive location in each room EXISTING C.J.
NEW K-1 5 INSULATION, 3" PLYWOOD
required to recieve heat. Minimum of one thermostat for each zone will be required. 4 TO REMAIN
SHEATHING (AS NEEDED), HOUSE WRAP WITH -__ ___------ a
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• Mechanical subcontractor is responsible for adhering SIDING AS SELECTED � SHOWN ON ELEVATIONS.to all applicable codes and P ----------- y 2
saftely requirements. �" GYPSUM BOARD ON INTERIOR, _ i I ��"WN
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• HVAC subcontractor to fully coordinate system data $requirements with the 1
supplier and to provide final system layout drawing and submit it to general contractor, NEW CONSTRUCTION: CEILING
BREAK
owner and equipment supplier for final review approval.
2"X 4" INTERIOR STUD PARTITION 13'-1 1" N U
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CEMENT BOARD ON ALL AREAS TO RECEIVE TILE 132 sQ.FT Z_
= PITCHED I95%LIGHT N F—
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• ALL WINDOWS TO RECEIVE 2- 2"x 8" HEADERS ABOVE. _ PITCHED (n
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MULLIONS AS INDICATED. HEADER HEIGHTS VARY- � INDUSTRIAL BARN DOOR z �
7'-O"ABOVE FLOOR IN AREAS WITH HIGHER WALL PLATES; A J HARDWAR AND SLIDE; BRONZE A O
HEADERS TO BE DIRECTLY UNDER WALL PLATE IN BACK n FINISH BYIRUSTICA HARDWARE -
SECTION OF HOUSE HAVING LOWER WALL PLATES. o� OR APPROVED EQUAL HANG OTH DOORS
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STRUCTURE IN ALL AREAS 11
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........ .............. ............... ...... EX15TING CEILING DEAM5 TO
.... ......... .. .--- WITHIN DEADDOARD;
I ZEAD E-1 77D PI EE E
13E REMOVED IN MA5TER q) (s)
00 Os so�_-�4-JI- TO i�jb- ;EIND"4LED z_:2.4i ZCA S7j:) WINDOW HEADER HEIGHT I 'x4" f RIEZE BOARD
.......... ........... ......................... ......
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+ C) C)
_tr VIES Z,0 s111j:) 2- 2"X 6" HEADEK5 AE30VE
13AfFLE5 BETWEEN RAFTER5 0
I? WINDOW5 wl C520 5TRAPPING
2
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MASTER WALL5 TO REMA!N. NEW R-15 —
EX15TING 2"X 4" 5TUD FRAME
..........
A-5j VE-JOS, AL" GYF5UM
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, -�Ois ... . ............. .. .. ........ ........... .... ... . ..... ............................................ ..... 3" PLYWOOD 5HEATHING
. ... ..... .................... .... . zzd IN5ULATION, 7
J- PICAL ALL AREA5
(if none currently CX15t5),
SLOV�S JO 57 '70S MAILED Z-ad
. ..... ..............
SILOCKNIS TID SUL O=--01D, , HOU5E WRAP SIDING A5 5ELECTED
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. ...................................... ...... .......
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... ..................... ........ ......................... ............ . . . ... ..... LL..... P"
SA:!�D�40S-TO JOS7 %C WAILSn- EX15TINGf.J. TOKEMAIN R-19IN5ULATIONJI >
0
.............. EYISTING GRADE
* PPOVIDENEWfRAM GWHERE
P-043F SttFAT"t= LLJ
KEQUIKED DUE TO DAvlAGE, CL/
------------------ ............ ................... .............................. ... ........... . ... ........................
TYPICAL ALL APEA5 EX15TING BLOCr\
En4�s ZDA.S- I CICIrl-CIA7 PA11=-- Eoa-=s
WALL I$ LEDGE TO
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EX15TING 5TRUCTUPE -
......... FOUNDATION WALL5, f JOTING5
5LAD TO REMAIN
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t _UMED�OOTNG DEPTH
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BUILDING 5ECTION "All
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it 1 1-011 E-
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7
Ed
I C'OZ-C'A7;IA�=- SUCSSAVD 12",4:7
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SSIaS ZOVE- t C'O'S-CIA:'17 A -L Ea!;'E5 A,,.*-
EX15TING RIDGE
------ ................... TO REMAIN
FLOGE Sf'E�Telbr-
s7111L:Li1,-r1�.!7--A.`,-PAIOVE-sl- `IC=-LESS, R-22 IN5ULATION VENTED
BAFFLE5 13ETWEEN RAFTER5 CO
\,V tl�,C� C�-WA, &14&,t -z— z 774
L-0 NEW f A5CIA 50f f IT5 WITH CRO55 TIE5 I G" OC-
CONTINUOU5 GROOVE VENT L)
WITHIN BEADBOARD; 4�
"I f'A =TvI lkm","T A+ad ic 1-a om'd irm.;=z7i. I 'x4" f KIEZE BOARD d1l,MEXIET ING CEILING J015T5 TU KEMAi
- 11 1 1 1 1. - - I'll, 1-1111 I'll--11-1-1 1 . 1 -- R-22
2- 2"X 6" HEADEK5 A13OVE 2x4 INTERIOR 5TUD
WINDOW5 wl C520 STRAPPING. FAKTITION5; FRAME UP
CLIMATIC AND GEOGKAPHIC DE51GN CRITERIA IN5TALL UNDER EX15TING WALL TO NEW CR055 TIE5 6
PLATE, TYP. @ BACr,HALF AREA5 DEDROOM CL05ET r\ITCHEN EX15TING 2"X 4" 5TUD f RAME
DESIGN LOAD CALCULATIONS V!fATt-,E��NG WALL5 TO REMAIN. NEW R-15
:1R01--T LINE DEprh IN5ULATION, 2" FL)WOOD 5HEATHING
-7 4
-�E��,AT E N1 0 D 5W E T 0�',ffA\,^( (if none currently ek5t5),
MINIMUM LIVE LOALY (I f) DECAY &IDS17 TO NIODEPATE
HOU5E WRAP $ 51D(NG A5 5FLECTED
EXTEQO�Z 5ALCON'115 610 VVINTE*-�DE&IGN TEMP. I I
0.�Cr.5 -101 i-E I
5'11fILD UNDER- FFF,'NlA%, !Jf�ACTUR:-,;�5
NEW 42" PLYWOOD 5U5f LOOP,
A7T IC5 WITIC)U-� 57i 01R�AGE 3 0 SPEC IFiCAT10141-�I 57ATff CODE (s)
D t�AZARD5 x
R 0 0 k A�5(0 T�1 i E'P,T t i AN!5'-PU V-r N R 0 0 V -10
5LEEPING R0,01I.45 30
ALLICIffi'I,13L�Dffl.fCI�CN CY�--TKJCTU�,'AL
f;,KITEKIA FOR CALCULATION Of L)F-AD LOAD
AC AL WCKGIIT'�:-OF M/Jr-�R,AI-5 RX�CKENCED TO A-11A. Mr-M13117K ALLOWANx DFr1.r(,Jl0N LLj
APCHITIFCTI URAL(,:,1Ar!1 IC S-TANEIARU)" hm"I"A Q
than 3112 ,,v:t11 no fir,41cd ceilkne,
T DZ/
att ached t v raf t em EX15TING 5TKUCTUKE
FOUNDATION WALL5, fO ING5
cl iz c,L1,4 1)s K,0 11 L 0 A!9 I NE
'niter'n-w,;I+!it 5LAE,TO REMAIN
florv-3 t ta 4;v
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�xterict- wil" wlt!l L!L--4 >
77T3 �TifHe fitiz�:,,-e.3
w,,'D PO terior w,-115-vviqe it,�J!5 wi,h L/ C1 DUILDING 5ECTION
Lw-a5uu- cxriEGO�'Y SCALE: -L,, = I ,-o,, 083 1%
4 OP S 10 .07.15
5
VAIALIFHORIZ5D ALTLRATION OR A0017-10AI FO TH15,9RANIIA16 AND FI�A7-f,9 P0CLJA,1fN7-5 15 A VIOLAF101V 01-5LC 7209 0/`TH,N K5. fl?UCA F/0A/LAW
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2- C.B. THRU C.T. R.R.
z
��ERS R-22 INSULATION I VENTED U Q
�' — 2)200 O T E " OC _ BAFFLES BETWEEN RAFTERS o O o cc
9'-0" ABOVE FLOOR
EXISTING CEILING BEAMS TO BE REMOVED
2" GYP5U OAP,D
WIND RESISTANT CONSTRUCTION CONNECTORS 2- 2"x 8" HEADERS ABOVE TYPICAL AlAREAS
WINDOWS w/C520 STRAPPING
CONNECTION LOCATION: PART NUMBER: NOTES:
GREAT ROO z
RIDGE-TO-RAFTERS C520 2 1" APPLY TO EACH PAIR OF RAFTERS �' L
EXISTING 2"X 4" STUD FRAME ° N CIO
H7 APPLY TO EACH RAFTER WALLS TO REMAIN. NEW R-15 °
APPLY TO EACH RAFTER INSULATION, 2" PLYWOOD 5HEATHING Q' 0
RAFTER-TO-PLATE H8 or H2.5 (if none currently exists), NEW4" PLYWOOD 5U51'LOOR m 0
HOUSE WRAP SIDING AS SELECTED ALIGN FLOOR AREA THRU OUT
PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD NEW 2x8 F.J. @ 16" O.C. R-19 INSULATION
2ND. FLOOR WALL-TO-15T. FLOOR WALL I-FTA or C520 30" APPLY TO EACH WALL STUD
HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD NEW 2- 92" LVL
DROPPED GIRIDER Z
CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD 0
SHEAR WALL HOLDDOWN ANCHOR 55TB 1 G APPLY TO EACH SIDEWALL END EXISTING STRUCTURE - Q
15T. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE FOUNDATION WALLS, FOOTINGS >
(USE WITH 3" SQUARE WASHERS) f SLAB TO REMAIN O
CONCRETE BLOCK WALLS z
USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. AROUND EXI5TING 5TAIP, LLJ
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ACCESS TO BASEMENT I/
UPPER SHEARWALL
BOLTS
CHORD
CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CORNER BRACKET BOLTS
ANCHOR
6mm BENT STEEL PLATE
ONE OR TWO SIDES
ANCHOR BOLT
d BUILDING SECTION "C"
RAFTER NOTCHED RAFTER I THREADED ROD WALL TO FOUNDATION SCALE: 2" = I ,-o,,
RIDGE DOUBLE PLATE
RIDGE
GENERAL WIND PROTECTION CONNECTION NOTES (� a
ANCHOR DOWN DETAIL Adapted ted from Standard for Hurricane Resistant Residential Construction; 55TD r,
CORNER BRACKET CORNER HOLD p W
BOLTS N.T.S. 1 0-99 and 200 1 SBC High Wind Edition Wood Frame Construction Z o
LOWER SHEARWALL DMETAL OWN SORA- Fasteners and Connectors for Wood Frame Construction Z
L 3��
SHEARWALL TO SHEARWALL
38-16d SINKER I . A continuous load path between footin s, foundations walls, floors, studs and
- TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING p g
SHEARWALL HOLD-DOWN DETAILS NAILS AS PER —3-2"X4"WD STUDroof framing shall be provided. W
N.T.S. MANUFACTURER @ CORNER TYP. Z
eoAILED
RnON 2"X4"SILL 2. Approved connectors, anchors and other fastening devices not included in Z
PLATE U
the Standard Building Code, Table 2306. I shall be m5talled in accordance with
RIM JOIST TYP. manufacturer's recommendations. W ce
RAFTER PROVIDE 1/2"SPACING �r^" DBL.SILL PLATE
BETWEEN THE END STUD" 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the
AND THE 2 OTHER STUDS ANCHOR BOLT (1)#4 REBAR IN weather or subJ ect to salt corrosion in costal areas, shall be 5tainle55 steel or
FORALLOWING SHEAR CONE-MIN hot clipped alvanized.
RAFTER HOLDDOWN INSTALLATION ECT CORNER STUD pp g 9N It
ANSFER SHEAR 12"LENGTH ® '�s
TOP PLATE WITH(2)16d
30"MIN. FOUNDATION
TOP PLATE ;LTFAOSTEEN
6 ON NAILS @ 6"O.C. REBAR LENGTH WALL TYP. 4. Where windows and doors interrupt wood structural panel sheathing and w
WALL STUD
1/2"MIN. 5idmg, framing anchors or connectors shall be provided at the top and bottom s �;
WALL STUD SIDEWALL ENDWALL FROM CORNER of cripple studs, header studs, and at least one stud at each side of opening. RNG,Ne.
TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION METAL HOLD-DOWN/UPLIFT ANCHOR 5. Ridge straps shall be attached tl each pair of opposing rafters except where
collar ties of I xG or 2x4 lumber is located in upper third of attic space and �
attach to each pair of rafters. Z
G. Uplift connectors shall be provided at each rafter bearing. —
2ND.FLOOR WALL STUD KING STUDS
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' Z
2ND.FLOOR PLATE CRIPPLE STUD of exterior corners.
LOOR
WOOD JOIST4?7)
WOOD JOIST SUBFOARD
RIM BOARD HEADER -0 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the
BLOCKINGJOIST HANGER foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x z
1ST.FLOOR TOP PLATES JACK STUDS 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 O r
GIRDER/HEADER inches of each end of each plate. Anchor bolts shall have a minimum embedment U —
m
WOOD GIRDERWOOD JOIST 1STFLOORWALLSTUD of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located
o within 12 inches of corners and at Spacing not exceeding 4 feet on center. Z
1 0
L
TYPICAL HEADER CONNECTION }
LLJ
3
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER z
TYPICAL MULTI-STORY CONNECTIONS �/ o
1ST.FLOOR WALL STUD D ,I^F NE
NE
W o
JAt�r
1ST.FLOOR PLATE * �
SUBFLOOR SILL GASKET € '33
WALL STUD WALL STUD RIM BOARD ® TERMITE SHIELD f J' U
BOTTOM PLATE BOTTOM PLATE11.1 z
BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL.SILL PLATES C7 Q
DOUBLE JOIST DOUBLE JOIST FOUNDATION WALL (TO
VER5 N
WALL 'S P JOINTS) 0 83
FOUNDATION z
OAFS S 1U1�
10.07.15
DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON BFJARING WALLS 1ST.FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING
UNAUTffORIZED AL TERATION OR ADDITION TO THIS 0RAWIN6 AND RELATED DOCUMENTS ISA VIOLATION OF SEC. 7209 OF TrIE Al.Y.S. EDUCATION LAW