HomeMy WebLinkAbout29518-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-30678 Date: 01/11/05
THIS CERTIFIES that the building ADDITIONS/ALTERATIONS
Location of Property: 355 BURTIS AVE SOUTH/PEC
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 67 Block 4 Lot 17
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JUNE 18, 2003 pursuant to which
Building Permit No. 29518-Z dated JUNE 26, 2003
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 AND ALTERATIONS, INCLUDING A REAR DECK, COVERED FRONT PORCH,
AND SECOND STORY COVERED DECK, TO AN EXISTING ONE FAMILY DWELLING AS
APPLIED FOR.
The certificate is issued to ROBERT & ANITA BUSBY
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 6192 12/23/04
PLUMBERS CERTIFICATION DATED 12/13/04 BERTSAND PLUMBING & HEAT
th 211zed S gnature
Rev. 1/81
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 29518 Z Date JUNE 26, 2003
Permission is hereby granted to:
ROBERT & ANITA BUSBY
134 JEFFERSON AVE
ROSLYN HEIGHTS,NY 11577
for
2ND STORY ADDITION AND ALTERATIONS TO AN EXISTING SINGLE FAMILY
DWELLING WITHIN EXISTING CONFORMING FOOTPRINT AS APPLIED FOR
at premises located at 355 BURTIS AVE SOUTH/PEC
County Tax Map No. 473889 Section 067 Block 0004 Lot No. 017
pursuant to application dated JUNE 18, 2003 and approved by the
Building Inspector to expire on DECEELture
Fee $ 663 . 00
ORIGINAL
Rev. 5/8/02
• Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
JAN � 6 -_
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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool $25.00, Accessory building$25.00,Additions to accessory building$25.00,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. 1 `j �'4
New Construction: Old or Pre-existing Building: *V/ (check one)
Location of Property: 31, 5 Q15-5? \ V Q�_g 06—C_0 N �-
House No. Street 1P p %6-1.1a Cj Hamlet
Owner or Owners of Property: 2 pip O N " T Q
Suffolk County Tax Map No 1000, Section Block Op Lot t
Subdivision Filed Map. Lot:
Permit No.-.9 S k % 1 Date of Permit. Applicant: W QV S y
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
S 33
Nassau Suffolk Electrical Inspections, Inc.
5A Canal Street • Center Moriches,New York 11934 • Tel:631-878-3500 • Fax: 631-878-3764
Application: 6192 Date:12/23/04
Issued to: Kass Construction
Address: Butris Ave
Village: Southold By: DeLane Electric License#:4354-e
was examined and approved up to the above date and was in compliance with the NEC
Attic❑X 1st Floor❑X ResidarAM 21 Pbd Det Garage
Basement❑x 2nd floor❑x Conrnerdall Hot Tub Addition
Switches Receptacles Fixtures G.F.I. Range Hood Whirlpool
42 64 53 6 1
Fans Dishwasher Washer/Amps Dryer/Amps Oven Carbon
Range/Amps Monoxide
1 1 1 1 2
Furnace Oil Gas Heat Zones Smoke BellDetectors Transformers
1 yes 2 7 1
Meter Amps Phase Motors
1 1200A OH 1
Other Equipment: 2-Zone A/C
New Home-Reno
10 ut,Res
This certificate must not be altered
in any manner
Peter T.Podlas,Architect,PC
P.O.Box 1058,4 Laila Lane
Remsenburg,NY 11960
Telephone: 631-325-0929
Fax:631-325-1323
www.petemodlas.com
January 4, 2005
Town Of Southold Building Department
Town Hall
53095 Main Street
Box 1179
Southold,NY 11971
Dear Town Of Southold:
I approve the revision from using the SBCCI-SSTD 10-99 ( Southern Building Code)that
I called out for the Busby Residence to using the WFCM 2001 method as shown below.
2 ro �
0 'oN R
lox,
C�nT�
t �'o ,
Pr d of
PTP 1 E^
�y I T .
GS`2o . F
Enc. ' 1 I I "L�
L-TP5iw
�y
LULTJ
li�r/4sMFFUf/(O
cO�'
1 own I Intl, 53095 W111 hold x Fnx (518) 765 1823
P. O. Box 1179 Telephone (5 16)765-1802
Soulhold, New Yoik 1 1971T� S
y�o� ��ra°ltl�s
r}7T7Z777/i' r
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
C E It I F I C A T 1 0 N
DATE: December 13 , 2004
Building Permit No . 29518
owner:
(please pti.nnt)
Plumber. : BQrt,9,aad._.P_1_umb.ing . &..Hea.ting, Inc.
(please prInL)
I certify that the solder used in the water supply system
contains less than Aq/'0 of 1% lead.
( Plumbers Signature)
Sworn to before we this
13th day of December ir 2004_
Notary Public, Suffolk County
,y
t�Soteeel�l►11b14
No.41326(14?.
CuaMed in SuNnlr County
eg,g Yubn Egirea January 31,20 46.
OFFICE
COMPLY WITH ALL CODES OF
NEYORK STATE & TOWN CODES
W
AS REQUIRED AND CONDITIONS OF
SOMOLD TOWN Zea
AS H019 / SOUTAD TOWN PLANNING MM
9� SOU
Zz B.P. .r. --� MOTQWNTWEES
DATE: as N.Yt DEC
FEE ' BY AT
NO ( BUILDING DE { ppD ZONE
765.1802 SAM TO 4 P �.� A11A
F01010100 IN IN SPECTIONS:
F FpUNbAT1 . TWO REQUIRIM COMPLY WITH CHAPTE 46'
FOR POURED CONCRETE FLOOD DAMAGE PREVENTION
2. FRAMING & PLL"M SOUTHOLD TOWN CODE.
i. WMILATIO"
. FINAL -- CONSTRUCTON:WjpPLUMBING
SE COMPS FOR - THE ALL PLUMBING WASTE
&WATER LINES NEED
ALL
REQUIREMENTS OF THE COW
NME OR
TESTING BEFORE COVERING
opMTOA7RE'���ION ERRORS.
PLUMBER CERTIFICATION
BEFORE
OCCUPANCY OR ON LEAD C
CERTIFICATE OF OCCUPANCY
USE IS UNLAWFUL SOLDER USED IN WATER
WITHOUT CERTIFICATE BUFSYSTEM OF 1 a L�o�
OF OCCUPANCY EXCEED
UNDERWRITERS CERTIFICATE
CERTIFICATION OOREQUIRED
NAILING & CONNECTINS
REQUIRED.
ALL CONSTRUCTION SHALL
MEET THE REQUIREMENTS
ASTATE. E
CODES OF N YORK
Permit Number
MECcheck Compliance Report Checked By/Date
New York State Energy Conservation Construction Code
MECcheck Software Vcrsion 3.3 Release I
Data filename: C:\Program Files\ChcckNECchcck\BUSBY\BUSBY.cck
TITLE: MR. AND MRS. ROBERT BUSBY"
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION 'TYPE: Detached I or 2 Family
HEATING TYPE: Non-Electric
DATE: 04/08/03
DATE OF PLANS: 4/11/03
PROJECT INFORMATION:
BUTRIS AVE., SOUTHOLD
COMPANY INFORMATION:
PETER PODLAS. ARCHITECT
COMPLIANCE: Passes
Maximum UA= 390
Your Home= 381
2.3%Better Than Code
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1: Flat Ceiling or Scissor Truss 1069 19.0 0.0 55
Wall 1: Wood Frame- 16" o.c. 2336 15.0 0.0 155
Window 1:
Metal Frame with Thermal Break, Double Pane with Low-E 308 0.350 108
Door 1: Solid 21 0.350 7
Floor l: All-Wood Joist/Truss. Over Unconditioned Space 1 187 19.0 0.0 56
COMPLIANCE STATEMENT: The nro osed building represented in this document is consistent with the
building plans, specification TO0lFPr49p ttions submitted with this permit application. The proposed systems
have been designed to t�e'N Perk,H`faye� nergy Conservation Construction Code requirements. When a
Registered Design Prof si�i ikt��t';�itp�c nd nncd this pabc. they arc allcsting that to the best of his/her
knowledge,belief. an prof�Seonal 'n men(z_ ich tans or specifications are in compliance with this Code.
Builder/Designer �. T C/` r r '?a<� _1i =' Date
1 d
MECcheck Inspection Checklist
New York State Energy Conservation Construction Code
MECcheck Software Version 3.3 Release I c
DATE: 05/02/03
Bldg.
Dept.
Use I
Ceilings:
I J I L Ceiling I: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
Above-Grade Walls:
i I I I. Wall 1: Wood Franrc, 10" o.c.. R-15.0 cavity insulalion
Comments: ---- —- --
Windows:
I ) I 1. Window 1: Metal Frame with Thermal Break, Double Pane with Low-E. U-factor: 0.350
I For windows without labeled U-f rctors. describe features:
I #Panes Frame Type Thermal Break? I ] Yes I I No
I Comments:
Doors:
] 1. Door 1: Solid, U-factor: 0.350
Continents:
Floors:
I I I 1. Floor I: All-Wood Joist/Truss, Over Unconditioned Space, R-19.0 cavity insulation
Comments:
Air Leakage:
I 1 I Joints, penetrations,and all other such openings in (lie building envelope that arc sources of air
leakage must be scaled.
] Recessed lights must be l)Type IC rated, or 2) installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials. if non-IC rated, (lie fixture must be installed with a
3"clearance from insulation.
I
Vapor Retarder:
J ( Required on the warm-in-winter side of all non-vented framed ceilings. walls. and floors.
I
I Materials Identification:
] I Materials and equipment must be installed in accordance with the manufacturer's installation
instructions.
I ] Materials and equipment must be identified so that compliance can be determined.
I ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment Hurst be provided.
I Insulation R-values and glaring I'-Gictors must be clearly marked on the building plans or specifications.
I
Duct insulation:
I Supply ducts in unconditioned attics or outside Ilic building must be insulated to R-8.
j I I Return ducts in unconditioned at or outside the building must be insulated to R-4.
J I Supply ducts in unconditioned spaces must be insulated to R-8.
I I Return ducts in unconditioned spaces(except basements) must be insulated to R-2.
Insulation is not required on return ducts in basements.
I
Duct Construction:
] I All joints. seams, and connections must be securely fastened with welds, gaskets. mastics
(adhesives). mastic-plus-embedded-Itbric. or tapes. Duct tape is not permitted.
L:reeption: Continuousl} welded and locking-type longitudinal joints and scams on ducts
operating at less than 2 in. w.g. (500 Pa).
L ] I Ducts sliall be supported every 10 1'ect or in accordance with the manufacturer's instructions.
] I Cooling ducts with exterior insulation must be covered with a vapor retarder.
] I Air filters are required in the return air system.
i ] I The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
] I Each dwelling unit has at lesat one thermostat capable ofautonrtiically ad_jusling the space
temperature set point of the largest none.
I
Electric Systems:
I J I Separate electric meters are required for each dwelling unit.
Fireplaces:
I Fireplaces must be installed with tight tilting non-combustible fireplace doors.
I 1 I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
provisions of the Building Code n/Netir York Slnle, the Residential Code ol',Vew York State or
the Nein York City Building lode. as applicable.
Service Water Heating;:
I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water healer has an integral hent Trap or is part ora circulating system.
I 1 I Insulate circulating hot water pipes to the levels in Table 1.
I
Circulating Hot Water Systems:
Insulate circulating hot water pipes to the levels in Table I.
I
Swimming Pools:
All heated swimming pools must have an on/off heater switch and require a cover unless over 201%,
of the heating energy is front non-deplctablc sources. Pool pumps require it time clock.
Heating and Cooling Piping Insulation:
j HVAC piping conveying fluids above I05 °F'or chilled fluids below 55°F must be insulated to the
levels in Table 2.
Mble /: Minimum hisululiva Thickness/)r('ircululiag 11u1 Water Pill".
Insidation Thickness_in_Inches.bv_Pipe Sires
Heated Water Non-Circulating Runoi�ts C_i culating Mains and Runouts
Tell eraturc_(F) UP l0 1" I JP Io I?5" I to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.i 0 5 1
100-130 0.5 0.5 0.i 1.0
hible Minimum hisulaliun Thickness./i)r HVACPipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Ra_ngc f F) 2"Runouts I_'"and Less 1.25"to 2" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed watcr) Anv 1.0 1.0 1. 2.0
Cooling Systems
Chilled Water, Refri`ocrant. 40-55 0.5 0.i 0.75 1.0
and Brine BeloN 40 1.0 1.0 1
1.5
NOTES TO FIELD (Building Deparlinew Use Only)
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load: 45 '/ Wind Speed: 120MPH--X/ Seismic Design Category:B
Weathering: Severe ✓ Frost Depth: 36" y/ Termite: M-H ✓Decay: S-M
Design Temp: 11 `� Ice Shield Underlay:YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA: le
TYPE OF CONSTRUCTION: �Joo1� i=2 p,tJ�C
DESIGN CRITERIA: ENGINEERED, 53 c_cs
FULL FRAMING DESIGN ELEMENTS:Q/N
HEADERS:&N WALL STUDS:(Y/N GIRDERS:ayN
CEILING JOISTS:&N FLOOR JOISTS:df/N ROOF RAFTERS:-jON
LUMBER SPECIES AND GRADE:CF/N
DESIGN LOAD CALCULATIONS{ 1
LIVE:&X DEAD1 SNOW: SEI IC:®N WIND /N
WINDOW AND DOOR SCHEDULE:
MISSLE TEST RE UIREMEN S.(�/N
EGRESS 5.7 S.F.:
LIGHT 80Y,: N
VENT 4%:
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAGRAM:(!N
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/0
NIA
CERTIFICATION: Y/ TO
ENERGY CALCS:®/N 3 /o %.Vr -
TOTAL COMPLIENCE Y N(RETURN TO PAGE ONE)
BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: /x/03
APPLICANT: DATE SUBMITTED: /,,, /1?: /03
SCTM#DISTRICT: 1,000, SECTION: 67 ,BLOCK: _d____, LOT: I SUBDIVISION. ' j, O
ADDRESS: X115?,fCITY
PL,c,,,,IL ZONING DISTRICT: CONFORMING? Ili
BUILDING PERMITS OPEN/EXPIRED: PRE CO�Y)DR N Q- 95ce'd'
BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO
BP -Z/ C/0 Z- , INFO /BP -Z/C/0 Z- , INFO
SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES:
LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83
REQ. LOT SIZE: — ACT. LOT SIZE: 1 I � REQ. LOT COV. 201 ACT. LOT COV. g�?.
REQ. FRONT 35 PROP. FRONT36 REQ SIDE 10 ACT. SIDE
REQ. REAR 35 PROP. REAR i REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION: "nMtjoS aNb F-( C=Q Tb ZS,F,b
ESTIMATED PROJECT COST:t &off /ENGINEER:oDLA-,s
WATER FRONT? No DESCRIPTION: PANEL #,.' )61 FLOOD ZONE:
6
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH DEPT: YES or T�O (BED #): DTE: _/ / PERMIT#:
TOWN SEPTIC RECEIPT: Y of No ��;� �-
NEW YORK STATE DEC: PRE-DEC 9/1/75 YE or DTE: / / PERMIT#:
SOUTHOLD TOWN TRUSTEES: YES or DTE: / / PERMIT#:
TOWN ZONING BOARD APPROVAL: YES or DTE: _/_/ PERMIT#:
TOWN PLAN. BOARD APPROVAL: YES o O DT /_/_ PERMIT#:
TOWN HISTORICAL PRE (SPLIA): YES or
NEW YORK STATE CODE COMPLIANCE (SEE GE 2): S or%]O
NOTES: -* , -
� 5�X41 - C�� � s•i►- . . _ ��
� ,
FEE STRUCTURE: FOUNDATION: 6,4S SF
FIRST FLOOR: I 15T SF
SECOND FLOOR: 703 SF
OTHER: SF IIT OTHER TOTAL
TOTAL: SF FEE FEE FEE
1. SF)- ( '65D SF)= 1 t-4 SF X $ , O =$ �0-+$JS'U +$ =$ ►
2. ( SF)- ( SF)= SF X $ _$ -��i+$ +$ =$
3. ( SF)- ( SF)= SFX $ =$ +$ +$ = $
FINAL TOTAL: $- A663
6 /. " %,
2.
Foundation
M. Bldg. &
Extension Basement Floors
Extension Ext. Walls Interior Finish
Extension Fire Place Heat
Porch Attic
Porch Rooms Ist Floor
Breezeway Patio Rooms 2nd Floor
Garage Driveway
0. B.
2—
TOWN OF SOUTHOLD PROPERTY RECORD CARD
7-�-/-/z
OWNER STREET vVILLAGE DISTRICT SUB. LOT
�Z2
Lbert.,* 4oito, s6usiw t)l, 7
FORMEWRW E�2 IN E ACREAGE
rl
S W TYPE OF BUILDING
RES. ZED I SEAS. VL. FARM comm. I IND. I CB. I misc.
LAND IMP. TOTAL DATE REMARKS r 40,177S 2V
�aD C 0
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
Form Acre Value Per Acre Value a
Tillable I
Tillable 2
Tillable 3
Woodland
Swampland
BrushlaQd
House Plot
Total
0
Peter T. Podlas,Architect,PC
P. O.Box 1058,4 Laila Lane
Remsenburg,NY 11960
Telephone: 631-325-0929
Fax: 631-325-1323
www.peteraodlas.com
June 6, 2003
Southold Building Department
Main Road
Southold, New York 11971
Re: Addition for Mr. and Mrs. Robert Busby, Butris Avenue, Peconic, NY
The existing house has a new 1000 gallon septic system which was installed on May 18,
2002. (See new system upgrade certificate attached). The system that was installed
meets SCHD standards.
Best
!i.
Peter Podlas,
President
PTP:Jy
Enc.
Disclaimer: My inspection indicates the present condition of the private on site
subsurface sewage disposal system. The results of my inspection report do not guarantee
or warranty future performance. My inspection excludes and does not intend to cover
components that are inaccessible(by reasonable hand digging) or are otherwise not
observable.
suu.nINc DEPT.
INSPECTION
[ FOUNDATION IST [ ] ROUGH PLBG.
[ J FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE 8 CHIMNEY
REM�IRK
c6.--
W s
DATE«��(Q�IN8PECTOR ^"^5
l
suauiNc oar.
INSPECTION
[ ] F9HNDA770N 18T [ ] ROUGH PLBG.
FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ J FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS: /
DATE / b� 0,3 INSPECTOR
7s5-,8oz
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ROUGH PLBG.
[�NDATION 2ND [ ] INSULATION
[ ] FpAMING [ ] FINAL
[ ��j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:q--
DATE INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] RO N PLBG.
[ ] FOUNDATION 2ND INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
54/-
DATE- /� � INSPECTOR �*-�
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS ION
L
[ ] FRAMING [ INA
[ ] FIRE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:�,1
DATE /�/ �61/�-�- INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ INAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE 3 � INSPECTO17
l
. r
FIELD INSPECTION REPORT DATE COMMENTS92)
OC
FOUNDATION(1ST) y
�t
If
FOUNDATION(2ND) -
z
Y ..�.oc�w•� C W
v 1
C7
ROUGH FRAMING&
y
PLUMBING
f
r
INSULATION PER N.Y. —
STATE ENERGY CODE
�A
S
FINAL Q
ADDITIONAL O jE±NS
- O
-rn
y
d
b
y
TOM7P,OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIS
BUILDING DEPARTMENT T
TOWN HALL Do you have or need the following,before applying?
SOUTHOLD,NY 11971 Board of Health
TEL• (631) 765-1802 3 sets of Building Plans_
FAX: (631) 765-9502Planning Board approval
www. northfork.net/Southold/ PERMIT NOS�� y. ? survey_ k'
Check ih p
Septic Form
N.Y.S.DcE.C.
Examined 20 Trustees
Approved ,20
Mail to:
Disapproved a/c ;
ExpirationPhone: -�65��[L.__
'20 �7Gr. y8`y- SSS 3G
Gildinspecto�r
19 ZOOS M:,J APPLICATION FOR BUILDING PERMIT
77k—• , OF v ; DLA Date��N e20
INSTRUCTIONS -QJ_
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
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 ermi
shall be kept on the premises available for inspection throughout the work.
e.No buildingshall be occupied or used in whole or in art for an p t
issues a Certificate of Occupancy. p p
Y purpose what so ever until the Building Inspector
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 of
Property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit f
addition six months. Thereafter, a new permit shall be required,
g affecting the
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Buildingpe p or an
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws Ordinances
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition runt pursuant to the
dmances or
applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations,udescribed. The
authorized inspectors on premises and in building for necessary inspections.
and to admit
C \.q % �A
(Signature of applicant or nam , 'f oration)
"3'A � eFFe.RsoN t�v�
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, �9-%%��S ' N-Y- \\`S-1.-7
g , general contractor, electrician,plumber or builder
C>w N - CZ
Name of owner of premises
�deed�) S If applicant is a corporation, si (As on the tax roll or late
signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which prgposed work will be done:
House Number Street
Hamlet
County Tax Map No. 1000 Section
Subdivision pE.ctz�o X'L ��\0r Block '`''' 'Lot:
Filed Map No. � �, -Lot O a t I 0
2. State existing use and occupancy of premises and intended use anq occupancy of proposed construction:
a. Existing use and occupancy S V M mt q. Q Q S\W!A N 6L. 7%.40 Q o-O P I't
b. Intended use and occupancy Tr v 1, aC' S��C Q.NC�- two + VS�a
\ c 'vj,
c. .\. r4_0 ra*► %h re
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 16 0 %000 `a,00 -0 O b Fee k\60
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor oo O Q. oona
If garage, number of cars ooc
apt
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
l I' a�t
Rear 11 Depth a G tl
7. Dimensions of existing structures, if any: Front �� � �
Height Number of Stories 1
Dimensions of same structure with alterations or additions: Front 44 Rear
Depth 35b ' % d' Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front c� .'k rd_Rear_ 4 Depth 3� •�
10. Date of Purchase Name of Former Owner E.)W Ya(RS K Q\u"4
11. Zone or use district in which premises are situated
12. Doesan ro osed construction violate zoning law, ordinance or regulation? YES NO—/
p P y
13. Will lot be re-graded? YES NO '../Will excess fill be removed from premises? YES v-/NO
3 5 4�a�rt`�s t.. Pe.coN�� b31-�b�-
14. Names of Owner of premises%%,i %\3$ A cess . e Phone No. �1 a
Name of Architect Q MU, Roo\.� Address \',A •6 Phone No 3
Name of Contractor-To Address-p 0,� 12 , Phone No. 3 l --?;g
Qceg,Agkj c.ae-c, ph�� KEss gm%). .�,e��� W331
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF
-� -( being duly sworn, deposes and says that(s)he is theIED
(Name of individual signing co ract)above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
f day of V 204
W .
Notary blic Signature of Applicant
WAYNE R. LEWIS
Notary Public,State of New York
No. 5007236
Ouardied in Nassau C ,
Commission Expires January 28, 0 -7.
SURVEY OF
LOTS 102 & 103
�y MAP No. 2 OF
PECONIC SHORES
FILE No. 654 FILED SEPTEMBER 15, 1930
SITUATED AT
" " PECONIC
\ TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-67-04-17
SCALE 1"=30'
OCTOBER 23, 2002
AREA = 11,440.63 sq. ft.
0.263 ac.
�! Ir
'110 � ��'� �Z� CERTIFIED TO:
o .b ROBERT BUSBY
ANITA BUSBY
< o
c d
HOLE
1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM
EXISTING ELEVATIONS ARE SHOWN THUS: 500
y0� F SHET1 \ \ l�. 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
tED o WOOD \\ \L� �o-�% OBSERVATIONS ANO/OR DATA OBTAINED FROM OTHERS.
ROWy'
SHED
'E /
/ \ w TEST HOLE DATA
/ J
(TEST HOLE DUG 8Y Mc GEOSCIENCE ON AUGUST 30, 2002)
o'
�e � � wows war iww a
TT44^1i t
*�•
aps BROOM SILTY SW SM
GG 5 3'
PALE wOwl FW TO COARSE S"SM'
? Ia•
j/."�� W O
�C a5, ,�� �, • !SANDY�9�ANoa CL.
cd , -'/0O � zr
• �,. • THE W114"
by c;' WAAM N BWM CLAYEY SAID A1S�
!SAN3Y CLAY SC!CL
o• a
o• :� 0
ATID COIN PALE 9110014 A SAM SwSAF'IE
� ,,SFr• � .
N.Y.S. Lic. No.
utW71NONIM ALIEN ATM OR ADDITION
10 TFC SURVEY S A vK ATM OF
sjl iv 7200 OF THE NEW YORK STATE
kVegmCOPES OF 1!#B 9URYEY IMP NU BFM MG Jos h CA.
L� THE Wa SLIR6ElpC5 NOT S C S L d V�v�y�
E+ 9fAL$IMLL NOT E COIISIDERED
W K A WED TRUE COPY.
CERIIIG1T10M5 NeIpp�����TED IIEIEOM�WLL qlN
dLY TO 11E PF.'lbON FOR MN04 TIE SURYEV
WIS PRS, AIn ON NIS REIIALF 1D TME
DOIIPAHV, OOYEIMWRAL AOf3K.7 AND TRIO Sunw - Swb&fak na - Sib Pkme - Co mbwdm U"ut
im lMSfRI of uiElIm Sam-
Tu". RTMA IONS off wr TINANWERNIPLE. PHO14E (631)727-2000 Fox (631)727-1727
THE COST[NCE OF RIGHT OF WAYS OFFICES LOCATED AT M%tM ADS
ANA/t)R EA6ElIENTE OF OEM. I
AIt1', NOT SNDWH AIIE NOT OUIRANTEED. 13W ROANOKE AVENUE P.O. 9mc 1931
RNERHEAD. New York 11901 W wrheed, Now Yak 11901-OM
GENERAL 5FEGIFIGATION5
16.03 The architect will not have control or charge of and will not be responsible for construction 11.15 Landings (8312) Stairways - a floor or landing to be provided at top and bottom - No landing required at
1.00 SURVEY 105 Flashing -Aluminum flashing, lead costed, flash all wall penetrations. Flash means, methods, techniques, sequences and programs or for safety precautions and programs top of an Interior stairway provided door does not swing over stairs. Exterior doors - a floor or landing Is
all corners. Flash all valleys, ridges,windows, door heads, and Joints of dissimilar In connection with the work. required on each side of an exterior door- At other than the required exit door, a landing Is not required
Survey data taken from survey dated �r�Z�IO` J SI�IC (�i'l0 materials, on the exterior side of a door having two or fewer risers. All doors - a floor or landing shall not be more
- 16.03a. The contractor shall give all notices and comply with gill laws, ordinances, rules, regulations than 1 ill in. lower than the top of the threshold - At other than the required exit door, the elevation
2.00 51TE WORK 1.06 Caulking/sealant - as selected by Builder and lawful orders of any public authority bearing the performance of the work and shall promptly different below the threshold of an exterlor door Is limited to B 1/4", provided the door does not swing
notify the architect if the drawings and specifications are at variance herewith. over the landing (not applicable to storm doors).
2.01 Excavation shall be sufficient to provide full design dimensions or to allow for forming 1.01 Gutters and Leaders - .032" preflnishle d aluminum gutters. .024" preflnlshed aluminum 11.16 Emergency Escape and Rescue Openings(310). Bilco enclosures with direct exterior access
as required. All footings to bear on virgin soil, pressure assumed bearing cap 2 T5F. leaders. Color- white. To drywells if required. 16.03b Owner and contractor shall Indemnify and hold harmless the architect and their agents and permitted If in compliance with minimum net clear opening requirements.
employees from all claims, damages, losses and expenses Including but not limited to attorney
2.02 Backfill and compaction - use clean earth containing n i organic matter, well graded. fees arising out of or resulting from the performance of the work provided that any such claim, 11 11 Stairway Treads and Risers (8314.2) Maximum riser height to be 8 1/4". Minimum tread depth
FIII beneath structure shall be compacted to 95% density as per ASTM D 1551 8.00 DOORS AND WINDOWS damage, loss or expense (1) Is attributable to bodily Injury, sickness, disease or death or to injury to rm tie (8314.1) Stairway width - stairways to be a minimum of 36" In width o points above the
Method D. Backflll shall not be placed against the existing foundation walls until the permitted handrail height. Handrails may protect a maximum of 4 1/2" on one or both sides of
concrete is of a sufficient strength and the walls are braced at both top and bottom 801 Openings for emergency use shall include doors or operable arts of windows located to destruction of tangible property(other than the work Itself) Including the loss of use resulting there
g y p p from and (2) Is caused In while or In part by any negligent act or omission of the contractor, any sub- stairways Minimum clear stairway width at and below the handrail height, including treads and
by framing lumber or temporary bracingas to provide unobstructed egress to legal open spaces. Such openings shall not contractor, anyone directly or Incilrectly employed by any of them or anyone for whose acts any of them and landings, to be: 31 1/2"with handrail on one side only, 21'with handralls on both sides.
Impede egress In an emergency, shall have a minimum area of 5.1 sq. ft. with a min. may be unable, regardless whether or not It Is caused In part by a party Indemnlfled hereunder. Within each flight, maximum variation of 3/8" between greatest and smallest riser heights. Wlthln
2.03 Drainage at footings - as required 4" clam. perforated plastic pipe to dry well if soil height of 24" and a min. width of 20" ulth bottom of openings no higher than 44" above each flight, maximum variance of 3/8" between greatest and smallest tread depths. Stairways with
conditions require it. Backflll shall not be placed against the existing foundation walls Hnlshed floor in all above grade stories. All glass within 18" of floor to be safety glass. solid risers to have nosings of a minimum of 3/4" and a maximum of 1 1/4". Nosings not required
until the concrete is of a sufficlent strength and the walls are braced at both top and Grade floor openings should have a pin. net clear opening of 5 sq. ft 1604 Architect is not engaged for supervision In any capacity unless otherwlse noted. for treads at least 11" in depth. (Open risers cannot permit the thru passage of a 4" sphere.)
bottom by framing lumber or temporary bracing.
6.02 Minimum window requirements per rpom Is 8% of floor area for light and 4% for 16.05 Contractor to obtain all permits and Insurance necessary to protect the architect and 11.18 Stairway Height(8314.3) Min. headroom of 6-8"for stairways and landings - Headroom height
3.00 CONCRETE ventilation. the owner. Architect to be notlfled In writing of all changes prior to and during con- measured vertically from sloped plane adjoining tread nosing or from Floor surface of landing to any
structlon. This drawing Is an Instrument prepared to facilitate construction and shall not obstruction above. Accessible space under stairs to receive 1/2" gwb.
3.01 Concrete work shall conform to American Concrete Institute Standard. 503 Doors and windows to be Insulated class. be construed as a contract between the bullder and the owner. Federal, State and Local 11,19 Special Stairways (R314.4, R314.5 and R314.9). Winders to have minimum tread depth of 6".
zoning and building code compliance shall be the responsibility of the contractor.
Tread depth to be at least 70" at any point more than 12" from the narrow side.
3.02 Concrete shall be a min. 3000 psi class Q 28 days unless noted otherwise. Porches 8 04 Entrance doors to conform to NY5 Energy Code,
steps, steps, garage floor to be 3500 psi. 11.00 NEW (ODE CHANGES 1120 Smoke Alarms (R317) Where multiple smoke alarms are required, Interconnection Is required.
Smoke alarms to be located, In each sleeping room, outside of each separate sleeping area In
3.03 Reinforcing Rods - A5TM A-305: 6/6 x10110 WWF A5TM A-185. Reinforcing 9.00 FINISHES 11.01 All envelope systems shall be In accordance with the NYS Energy Conservation Code. the immediate vicinity of the bedrooms, on each additional story of the dwelling, Including basements
In footings only where variation In soil conditions require, and where soil does not and cellars, on each level in split level dwellings where an Intervening door Is located between
provide 2,500 psl or noted otherwise. 9.01 Drywall - %: tapered edge gypsum b)ard, applied, taped and finished as per US 11.02 Fireplace construction shall be in conformance with Sec. R1001. Air leakage with glass the adjacent levels. An alarm located only on the upper level Is permitted where there Is no
Gypsum Company recommendation i. Use water resistant type as substrate for enclosure and doors outside air supply shall be provided as per N1 101.5 3. Intervening door between the adjacent levels and the lower level Is less than one full story below
3.04 Formwork shall be well braced true to dimension, level and plumb and foundation ceiling as per NY5 Building Code, the upper level.
has been designed for grades less than 5%. 11.03 Guard rails are only required where the difference In grade Is more than 30". (R316 1) Opening In
11.21 Handrails Size (8315.2) Two methods prescribed with option of accepting handrail with
1000 GA5T-IN-PLACE CONCRETE guard rails to be 4" max. (316.2). Handralls are required on stairs with 2 or more risers (R315.1). equivalent graspablllttJ Type 1 rails - If circular cross-section, dlameter of 1 1/4"to 2",
305 Vapor Barrier 4 mil. polyethylene sheet lap all edges b" Membrane waterproofing
shall be Installed on all sub-surface exterior foundation walls. 11.04 The new code describes the height of a building as the distance from the average rade to the if its - perimeter
rail, cross isection e 2 g 6 maximum with perimeter of 4" to 6 i/4". Type II
10.01 All reinforced concrete shall be furnl:had and installed In accordance with the g g g g rails - perimeter dlmenslon exceeding 6 1!4", graspable finger recess to be provided on
current AGI-318 "Building Code Req Arements for Reinforced Concrete." average height of the highest roof surface; individual jurisdictions may still redefine It differently In both sides of rail, with specifc dimensional criteria set forth in code.
3.06 Footings at different levels shall be stepped and the step rl5e and run shall be a their zoning codes. If wall is greater than 6 ft. above grade then it Is considered a story.
maximum slope of 1 vertical to 2 horizontal. 11.22 Handrails (Section 8315.1) Located at 34"vertically above nosing of treads. Min. of one handrail
11.00 FOUNDATION NOTIES 1105 Attic access openings must be a minimum of 22" x 30"with a min. of 30" unobstructed headroom required for stairs of Iwo or more risers. Handralls to be continuous full length of stalrs from a point
above (R801.1) directly above top riser of a flight to a point directly above lowest riser of a flight- may be Interrupted
4.00 MASONRY 11 01 The presumptive 50111 bearing capel Is assumed to be (2) T5F for all footings. 11.06 Stairway Illumination (R303.4). All interior and exterior stalres to be provided with Illuminaiton, Including by a new post at a turn, volute or turnout permitted over owest tread. Guards (R316) Railing is to be
landings and treads. Interior stairs light source to be In Immediate vicinity of each stairway landing a min. height of 36"where porch, balcony, landing or raised floor surface located more than 30 In.
4.01 Concrete Masonry Units shall meet ASTM G-90 grade A; solid block A57M G-145 11,02 Filled subgrade belotw floor and foots igs shall be compacted to be 95% of the or directly over each stairway section (minimum 10 foot candles). Exterior stairs light source to be In above floor or grade below.
grade B. Shapes as required; 28 days old before installation. Minimum net modified proctor. Immediate vicinity of top landing of stairway(bottom landing for basement stairways). Light activation 11.23 Draftstopping and Flreblocking (R502.12 and R502 13) Where a floor membrane above and
compressive strength of block to be 2500 psi. devices to be located at both top and bottom of interior stairs; located within the dwelling unit for ceiling membrane below create the concealed space In a floor/ceiling assembly, draftstopping
11.03 Provisions must be taken to protect ,dl concrete work from frost damage with special
4.02 Parging - 1 coat Portland cement parging on above grade CMU. Sponge finish Y:' attention paid to footings and other c n grade prior to backfilling and enclosing the building. exterior stairs (continuously Illuminated or automatically controlled also permited). Exterior decks with to be provided under following circumstances: telling suspended under floor framing, floor
staircases light switch at top and bottom of stairs. framing constructed of truss-type open-web or perforated members Materials for draftstopping
at masonry walls below grade.
cured from the top of a basement floor slab to to be adequately supported and Installed parallel al floor framing members unless otherwise
se
11.04 The maximum vertical distance mea
11.01 Whenever an alteration is made to a residence, the entire residence has to have hardwired smoke approved., 1/2" gypsum board, 3/8" wood structural panels, 3/8" Type2-M-W particleboard
5.00 METALS outside Flnlshed grade shall not exceed the following. detectors installed (R311.1.1). other approved materials.
Type of Wall Height
5.01 Anchor bolts shall be I/P diameter embedded T' In poured concrete and 15" in 8" block w/#5 rods ®48" o.c. 8 ft.
unit mason Min (2) anchor bolts per section of late. 12"from each end with Inter- 11.08 Exterior frame walls require s rating of 1 hour for fire separation distance of less than 3 H. (18302.1).
masonry. p p 8" block w/#5 rods Q 40" o.c. 9 k.
mediate bolts as per chart on seat A-2.. 8" concrete (unreinfcorced) 8 ft. 11.09 Landings are required at exit doors other than the required exit door if there are more than 2 risers
10" concrete (unreinforced) 9 ft. (R312.1.2); landings can not be more than 1 1/2" below door threshold for exit doors.
5.02 Metal Joist Hangers and Ty-Downs shall be used at all Joists with direct bearing. IENERGY CODE
18 GA galvanized steel. Use all nails provided by manufacturer. By Simpson or equal 11 10 Light, Ventilation and Heating (R3o3.1) Habitable room to be provided with aggregate
All framing to receive hurricane clips and tie-dawns as per sheet A-2 12.00 MASONRY glazing area of at least B percent of the Floor area c r the rooms. Fxterlor glazing not required
In rooms with artiflclal light capable of avg. Illumination of b ft, candles at 30" above the floor
5.03 Nails - number and type for each application as called for in the WFGM (see sheet A2).
12.01 Concrete masonry urnits (CMU)to A iTM G-90. Outdoor openings for ventilation In habitable rooms to be at least 4 percent of the floor area of
the rooms. Openings to the exterior not required where mechanical ventilation Is provided In
6.00 WOOD 12.02 Minimum net compressive strength bhall be 2,000 psi. accordance with one of the following methods. 5rnr- R-31L7 B NI EC 4 \JFNT S`j✓.] ' A_I,L,e✓
SEE ATTACHED ENERGY CODE
6.01 5111 Plate - GGA or AGQ treated to meet American I Preservers Institute standard. 1205 Mortar to be type "N" compressive; Strength to be 2,000 psi. 11.11 Ceiling Heights(R305.1) Minimum telling height of T-6"to the lowest projection required for CALCULATION5
habitable rooms. Minimum ceiling height of 1 ft. permitted for: hallways, bathrooms, laundry
6.02 Wall Studs - 2 x 4 . See framing and plans for spacing. All structural lumber shall 12 04 Provide "Dur-o-wall"' standard gauge or equal In all walls over 6 courses high. rooms, etc. Habitable basements areas, with reduction to b'-8" at beams, ducts and other
have 11001 bending stress; 1,600,000 modulus of elasticity and max 19% moisture obstructions. Minimum height of V-8" permitted In nonhabltabie areas of basements, with
content, Doug Fir No. 2 unless noted otherwise. reduction to 64" at beams, ducts, etc.
6.03 Floor, telling Joist, roof rafters and girders - same grade and construction as for13 00 STRUCTURAL STEEL NOTES 1112 5anitatlon (R306 and R301) Toilet, bath and shower spaces to be provided with fixture
structural lumber noted above (6.021. clearances and clear floor space as shown In Fig R301.2. Shower compartments to have
13.01 Steelwork in generatl shall conform I p the current speclHcations for the design, nonabsorbent surfaces to a minimum height of 6 ft. above the floor. SQUARE FOOTAGE GALGULATI ON5
6.04 Bridging -wood cross bridging - as required by code. 6-0" 0. fabrication and erection of structural steel for buildings adopted by the A15G. 11.13 Hazardous Locations (Section R308.4 #145) Specific hazardous locations set forth In IRG where
glazing to comply wlth provisions for human Impact loads: Glazing In side-hinged swinging doors �1
15T FLOOR ADDITION
605 Roof Trusses - designed and manufactured to meet all applicable codes. Provide 13.02 All structural steel slhall be in accore ante with the A5TM specifications, A56 (other than Jalousles) Glazing in fixed and sliding panels of sliding door assemblies Glazed panels C�`-� 5Q. FT DECK �V' SQ. FT.
shop drawings sealed by a Professional Engineer; fabrication certified by engineer with a strength of 36,000 psi. in sliding and blfoid closet door assemblies. Glazing In storm doors. Glazing in unframed swinging 2ND FLOOR �_ 5Q. FT PORCH to`F) 5Q. FT.
prior to Installation, doors. Glazing In doors and enclosures for hot tubs, steam rooms, saunas, whirlpools, bathtubs
1503 All connections except as noted on Dens and details shall have bolted or welded and showers. Where any part of building wall encloses such compartments, glazing within 60" TOTAL r r,0 5Q. FT GARAGE SQ. FT
6.06 Floor Deck- 5/8" plywood, standard G-D-X DFPA, direct bearing at edges. Provide connections as in fine latest edition of the AI5C manual. vertically above standing or walking surface to be regulated. (5 H rule - 5 ft. above walking
1/V plywood finish underlayment below all vinyl flooring or equal Glue to Joists. surface, 5 ft. horizontally out.) • This drawing has been prepared in accordance with the provisions of Title VII,
13.04 Shop drawings to be submitted to 5,ructural engineer for approval prior to fabrication. 11,14 Hazardous Locations (R308.4 #6-#1). 5peclflc hazardous locations set forth In IRG wheree glazing Article 145, Sections 1200-1209 of the NYS Education Law. It Is a violation of
6.01 Roof Deck - '/z' plywood G-D-X DFPA, exterior glue. to comply with provisions for human impact loads: Glazed panels adjacent to a door where: nearest said law for any person, unless helshe is acting under the direct supervision of a
p 13.05 Erector shall provide adequate temporary bracing for lateral stabllity until stud walls, vertical edgewithin 24" arc of door In closed position, and bottom edge In within 10" verticeolly licensed professional Architect to alter any portion of this drawing In anyway. If
6L
6.08 Sheathing - plywood C,-D-X DFPA, exterior glue plywood, roof trusses, and sheathhn a are In place. of walking surface. Exception for perpendicular walls and limited depth closets. PreviousHy regulated any part of this drawing Is altered, the altering Architect shall affix to the Item
where glazing within 18" of door with no height criteria. Larged glazed panels where four c:ondltions altered his seal and the notation "altered by"followed by his signature, the date of
6.09 Plywood - all plywood used structurally shall meet the performance standards and exist, exposed area of Individual pan exceeds 9 sq. ft., and bottom edge within 18"verticality of floor, alteration and a specific description of the alteration.
all other requirements of applicable US Commercial Standards for the type, grade 14.00 ELECTRICAL and top edge more than 36" vertically above floor, and walking surface within 36" horizontailly of glazing.
• This drawing has been prepared for the specific project Indicated, and Is an
and species of plywood and shall be so Identified by an approved testing agency. All four to be met before safety glazing. Instrument of service copyrighted by, and the sole property of Peter T. Podlas, PC.
6.10 HorizontalNertical Siding - �n hIYL F'-- M pR- f>I�15 14.01 Shall conform t0 thre latest revision )f the National Electric Code, the Local Power This drawing may not be copied or used, in whole or In part, by any party without
Company and all afppllcable local re gulatlons. the expressed written consent of Peter T. Forties, PG. Infringements or any use of
applied over 15 Ib felt or Tyvek. this drawing for any other purposes will be prosecuted to the full extent of criminal
1402 Provide clock type day/night therms stat. and civil law. Possession of any copy of this drawing not containing this notice or
6.11 Provide double Joists under all parallel partitions. the Architect's seal and signature, in red Ink, will be grounds for prosecution.
6.12 Provide (2)2"x 10" headers min. over any window, door opening or any opening
14.03 Provide smoke detectors as per Nr 5 building code. • There shall be no master filing of this plan with any building department and shall
deem the plan not be valid, sealed and signed plans are good for one calendar
with double uprights, 9',0" and over with triple uprights, unless otherwise noted. 1404 Kitchen and bath to have exhaustyear from the d
,lf 3n as per NY5 building code. date listed below.
See Header Schedule A-2 • This plan Is for the build g lot address below and is for a one time use Dated
6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood 1-beam5 and 15.00 WATER AND 5ANI'TARY SYSTEM 04/15/05. Ad ess Butris Avenue, Peconic, NY
LVL products or equal. All Joist, girders and headers shall have bearing stiffeners
Installed as per manufacturers recommendations. Web stiffeners shall be required 15.01 Sewage disposal system and unty,fresi� water supply shall be designed and built * NBO,f
at all load and bearing points at a minimum. Handling, storage and erection of _ In accordance with !Suffolk Gountyl I fepartment of Health. NoncB: euaoBlxS PLANS I GENERAL NOTES &
o�P sz m SPECIFICATIONS
components shall be as per manufacturer's recommendations. The contractor warrents to the Architect that he Possesses the particular competence and akin In p
1.00 THERMAL AND MOISTURE PROTECTION 16.00 MISCELLANEOUS construction necessary to build[his project without full is own ring comandarchitecturalsenores,ands, tic
for the reason that the Contractor wishes to rely upon his own competence, the Contractor or Owiiner s m a,
16 01 Extreme care and {proper measur' • shall be used so as not to damage, bulge or has restricted the Architect's scope of professional services In reliance on the Contractor's warraonty r
1.01 Dampproofing, brush apply one coat of asphalt emulsion to exterior of all below and at the express request of the Contractor or Owner, the Architect has under taken a limited sc4ope
tip walls due to anyysuperlmpo5ed�p ressure, shoring, bracing, etc., shall be employed of professional services.The construction documents provided by the limited services shall be temmed Oy4 S�
grade walls. Also add vapor barrier as per 3,05. tip
the full dead Irnad of the bulldlr g Is on the wall. Do not backfill against foundation "Builders Plans"In e"recoemitlon
Builders of the Contractor's sophistication.nc untereu and will require that the 1fl�31
Contractor adapt the"Builders Piens"to the field conditions encountered and make logical adjusthmenLs PETER T. PODLAS, AIA
1.02 Bill Seal - %d' x 5 1/2" compressible fiberglass beneath all exterior sill plates. walls until floor System Installation 13 Complete. In Flt,form dimension and quantity that are treated only generally by the "Builders Plans" In the eevent
additional detail or guidance Is needed by the Gontrector of Owner for construction of any aspect of ARCHITECT
1.03 Insulation - floor-- CO Batt R-� Insulation. Kraft paper face vapor barrier 1602 Where drawings are in conflict with other drawings or details, the contractor shall notify the new project,he shall Immediately notify me Architect. Failure to give a simple notice shall relieve the uiu line,sox�as,aeneehauaa,nr n9uo 631d]509]9
Ceilings and roofs -fiber Iassf�Batt R- fL Kraft paper faced or as noted otherwise. the architect for clarification. Do rte t scale drawings. Architect of responsibility for the consequence A A
All walls to be R-f Batt Insulation. DATE: GSI OTI I
SCALE: A5 NOTED Page 1 of
1.04 Roofing - asphalt shingles to match exist. Apply over 15 Ibis felt or as noted otherwise.
Provide 6 fasteners per shingle.
I
DOUBLE PLATE SPLICE (110)
GENERAL 5PEGIFIGATION5 (55GCI - SSTD10-qq)
Lap splices to be connected Jul the no. of nails between ea. upper.md lower Nailing Schedule
Ground Snow Load Wind Speed Exposure Within 1 mile of coast? plate joint ( a'-o" Mw )
Plate O # common Asphalt roof shingles to have b
45 P5F 110 or 20 B, G, D Yes r No F. # box Hall HURRICANE SHUTTERS
Bldg.length 145' Bldg. width Joint Description nails nails spacing fasteners per shingle The General Contractor Is to provide
Approximate Distance from Wlndborne Debris Protection Building Width Splice p g
Avg. High Tide Mark Required 24' 36' 44' 52' ROOF FRAMING the structure with 1/2" COX plywood
Buildinglength Number of 16d common Nails blocking to raker -toe nailed 2-8d 2-1 Od each end panels w/ pre-drilled holes for
9 Top plates lap 8 intersections, face Hall 2- ibd 2-16d 3-16d each end fastening screws for all Windows
Less than 1 mile Yes r No yj ® 6 8 10 rim board to raker-end Walled Sheathing
and Doors. Panels to be numbered
rester than 1 mile 2W 8 12 15 18 t0 t0
Weatherin Seismic Termite Frost Line Depth 17 26 (2) - rows of WALL FRAMING losill
p and stored on site In a dry area.
g ,nndhor Bolts to late to to er foot plateUse 2 1/2"#6 Wood Screws
i6d ea. side of p p p plate - face nail 2-i6d 2-i6d pSevere N/A Mod/Heavy 36" dk�osure "B" & "G" 110 mph 120mph 16" OG forsplice below Top plate top plates @ Intersection - face 4-16d 5-1 ad joints-each side BlOcking 0' - 1'-11-' Panel span
Flood Hazard Winter Design Temp. Ice Shield Underlayment 5/8" Diameter 48" OG 48" OG S2-5stud to stud - face nailed 2-16d 24" OG 2-16d at 5 lice 16 OG for 2'-0 3 11 Panel span
- — header to header- face nailed 1-i6d 1-ibd 16" me along edges p 12" OG for 4'-0" - 5'-11" Penel span
3"x3" x 1/B"washers, SLOTTED top or bot plate to stud - end nail 2-1 ad 2-1 ad per stud lines T, OG for 6'-0" - 8'-0" Panel span
Yes or No 11 degrees N/A +o -o bottom plate to floor Joist, band Use 2 1/2" #B Wood Screws
(b7) Bottom blocking
anchor bolts•' joist, endjolst or blocking 2-1 bd 2-1 bd per foot oB edge 16" OG for 0' - V-11" Panel span
Decay Aspect Ratio (L/W) Max Bldg. Dimension = 80' plateTOP VIEW" 16" OG far 2'-0" - 3'-11" Panel span
FLOOR FRAMING Blockin 16" OG for 4'-0" - 5'-11" Panel span
SII ht to Min. 1:4, Max 4:1 Actual Bld Dimenslon •yNotes: Anchor bolts to be a min. of 7 embedded into concrete, max 12" from any Joist to slll,top plate or girder-toe 4-8d 4-10dg g. per joist g 12" OG for b'-0" - 8'-0" Panel span
Moderate Actual ( l 1,25 corner and splice, min. 2"from edge of sill plate. Anchor bolt washer to be bridging to Joist - toe nailed 2_8d 2-10d each end at splice
3"x 3"x 1/8 , max. slotted. Use hot dipped anchor bolts and washer: blocking to Joist-toe nailed 2_8d 2-10d each end Ines
Roof Dead Load 15P5F 1st Floor Live 40 PSP, Dead Load 10 P5F in all Hood zones. Double up all 2x6 sill plates and lalp bottom splice with top plate and blocking to sill or top plate - toe 3-i6d 4-1bd each block M1N tb'-
Ground Snow Load 45P5F 2nd Floor Live 30 P5F, Dead Load 10 P5F spike top plate to bottom plate with (3) 1ad common nails each sideof splice In lieu of ledger strip to beam -face 3-16d 4-16d each Joist HURRICANE SHUTTER TYPES
having both anchor bolts within 12" of splice on the bottom plate. (Ncte: the bottom joist on ledger to beam - toe 3-8d 3_10d perjolstheathingSpans Exposure B, G, D Douglas Flr#2, Fb = 850, E= 1,600,000 plate splice must have a least one anchor bolt within 12' from Its end band Joist to Joist- end Walled 3-1bd 4-1bd perJoist
16d 3-1 ad late 2-
band joist to sill or top pAutomatic Shutters Shutters
2x6 2x6 2x10 2x12 • ' Foundation footing and wall (86) perJmist plate Shutters
Accordion
Bahama Shutters
Rafters 8-11 11-6 14-0 16-4 Foundation footing to be 20"wide and 10" thick with 2 -#5 continual bars (b8) ROOF SHEATHING
� 8d 10d r M 1 Awning Shutters
structural panels see chart a 1 1 J Storm Panel Shutters
Use a#5 bar at the top of the foundation wall. Reinforcing shall be
Gelling Joists 8-11 13-0 16.6 20-2 e continuous corners b use of corner bars or bending, min. la is :5' #5 wALL Plywood Shutters
@ y 9. p u5 CEILING SHEATHING
Vertical relnf, consistingof one#5 bar shall be used at 8 ft Or, and a hall REINP. 5d coolers 5d coolers T' eci e/10" Field
gypsum wallboard 9
1st Fl. Joists 9-3 11-8 14-3 16-6 terminate In the to of the foundation with a standard hook.
FOOTING t #5INF (199)
p DOWEL REINF @
Footing dowel bars embedded a min. of 6" Into the footing shall be LAP 25" B'-o^ WALL SHEATHING
2nd FI. Joists 10-1 12-q 15-7 18-1 provided for all required vertical reinforcement. Dowels shall have a MIN.wt 1 3" MIN. structural panels 8d 10d see chart b 5d cooler= t Sib°5d gypsum
standard 90 degree hook, WALL 1 1COVER gypsum wallboard 5d coolers 5d coolers 7" ed a/10" Field Panel Wallas V2 g ell sr a era.
RAFTER HEEL/ CEILING JOIST5 CONNECTION (131) REINF' k L g head = , 1/4"dwell Bcrew
WINDOW AND DOOR OPN'G GONNIEGTOR5 (102) � FLOOR SHEATHING
Window openings connections: structural panels < 1" 8d 10d 6" edge/12" field
Raker Heel - I Connector " BLOCKING - Solid blocking@lsttiwoendbaysoffloor I ` WALLSHEATHING
ceiling Joist lap window# size #Jack studs # king studs nor. connector bottc m connector " IN FIRST Joists for each floor @ 48" OG. Blocking to r
rw0BAYs NAILING REQ MNTS
over partitions, 1 <, h- (112) receive a min. of(2) 8d @each end of Holddown
face nail with 3 2 �- FLOOR JOISTS blocking. / Double Edge
3 Syll-K- -- 1 Nailing 3" Or,Z
2x4 blocking on 3„ oc
-16d or 4 -10d OK ___ wedge , splice
common 4 dSd Nail at b' OG Vert. Edgeblocking
54d ROOF SHEATHING REQUIREMENTS FOR WIND LOADS Nailing 6" OCcalling Joists to b — (all Panel edges) v2"
face nail Into Roof l Exposure "B" = 1/2" GornerVert. Edgedouble
Max. cantilever- load bearing 1i Int Nailingpate 8Rafters use : S- 8 Non - loading bearing : cant. span < Exposure t r = irem ' applied with corrosion resistant fasteners ( R 9common Detail 12 OCbox
16d or 4- 1 it 9 1/4 of Floor Joist span Attachment requirement are to be applied on Doug Fir Rakers with 8d common Double Edge double nail
common nails 10 or 10d box. Perimeter sheets are 4'-0" out from all edges of roof plane. - Nailing 3" Or, edge spacing
Door openings connections: (102) Provide 160 comimon nails @ 6"OG along studs when max
load is less than 3070 Its , Provide (1) 16d common for NAIL SPACING for Wall Sheathing - CHART B
Ceiling Joist Door# size #Jack studs # king studs top Ihdr. con, bot. hdr con. NAIL 5PACING for Roof Sheathing - CHART A each 192 lbs, above 3070 lbs. 4' perimeter sheets interior sheets
Rafter (Heel R 21 vertical edge 6"0( edge 61100Connection Connection 22 rxE4' perimeter sheets interior sheets R ) HOLDDOWN REQ'MNTS vertical interior 12"06 Interior 12"OG
23 edge 611OG edge b"OG horiziontal edges 3" or 4" OG nailed In double rows for perimeter and Interior sheets
RIDGE CONNECTIONS (130) 24 interior 12"OG interior 12 OC
25
Solid blocking @ let two end bays of roof ratters 0 ae" Or-
26 Blocking to receive a min. of(2) 8d @ each end of blocking. This panel Joint Is not
1xb collar 27 diaphragm boundary continuous, these joints
ties 48" oc ridge Ridge 28 Where attic floor or ceilln diaphragm 8'-0" In from ei.ocKwv PERIMETER
In the -vent g ( e ,' are staggered panel
Connection 2q IN FIRsr SHEErs
ridge able walls) Is USED to brace the able end wall or ,
upper 113 (cont) Strap vent 30 where a hip roof system Is used you DON'T have to - two sAYs , INTERIOR Joints
of span (cont) H2.5A tie block the 1st two raker bays RR's NAILING 4 x 8 plywood panel \
INTERIOR AREA
H2.5Atie /down, , /sHEETs ' PERIMETER
. down, , ' ea. RR / ' NAwnv continuous panel
cripple crlpp e ' AREA .\
OL
Joint
studs ea. RR studs CEILING REQ'MNTS (124) ' Max nail spacing at
--_ _
__P
_a _ TYPICAL SHEET . . .
Structural -- KING - CEILING DIAPHRAGM 1i 1 boundary and
G Collar Tie D Ridge STRUCTURAL �Ne, studs r\L5TA
_-h One Story - eave height up to 15' j supported edges Is • nailing along
e - TYPICAL
SHEATHING h LSTA 12 strap ' JACK 2 strap'' Bldg. width diag length #of 8d OG 1 ROOFb'QA.LL 1 b" o.c. continuous panel
Detail Detail —stuas joint
OVER STUDS 24' 8' 6 1 sMEATHINv •° 1 panel edge Is
This
SEE DETAIL N i `LSTA 9 strap 11 strap III STRUCTURAL 36' 8' 4 0 1 1 not supported by ••
r I 1 PH02 - 5053 SHEATHING 44' 12' 4
& M blocking and is
wl 5/B" anchor ----'-�
OVER STUDS known as the free Nailing to intermediate
Floor or Roof joists
'bolt W/(10) '
11 SEE DETAIL N Two Story - eave height up to 30' edge framing members Is also
P sds 1/4" x S° Bld
wood screws cripple & M g. width diag. length # of 8d OG known as "Field" nailing.
studs 24' b' b SHEATHING REQ MNT5 Spacing is 12" o.c.
TYPICAL HOUSE --- - ___ 36' ,2' 6 --
___�_ —`� 44' 12' 4 1X6 COLLAR TIES IN UPPER 1/3 , EVERY SRO RAFTER Partial Roof or Floor Diaphragm in Plan View
INDICATING VARIOUS s PUN WALL — KING UQ NAILING REQ'MNTS
to CNN coupler to \F—he,. studs
FRAMING \baitnectwith fdn . L5TA12strap j AGK DE51GN PRESSURE
DETAI L5/CON NEGTIONS = studs • Unauthorized alteration or addition to this plan is a violation of 1 ONE STORY WINDOW L5TA18strap
K PHD2 - ncho (154) REQ'MNTS J
C J section 7209 of the NYS Education Law
O HDR. DETAIL (EXT. WALL) bolt
—bolt wl (10) Design Wind Load For Windows 15' Mean roof height D a (moles of this plan not bearing the Architect's red Inked seal and signature O sds c x 3" porch header shall not be considered to be valid and shall not be valid for construction.
J �� uwod 5screws Size of Window
simpson BG52 8 Door, Eq. k. Interior zone end zone . There shall be no master Pilin of this Ian with an building department
post/base cap 0-25 sq ft 27 31 g p y g p
connector and shall deem the plan to not be valid, sealed and signed plans are
25 - 50 sq k 26 29 good for one calendar year from the date listed below.
n _ FON AZ, girder 50 - 100 sq k 25 27
\' ,l to CNN coupler to • This plan Is for the building lot address below and Is for a one time use
\connect with fdn . simpson PH02 - SOBS Design Wind Load For Wlindows 30' Mean roof height Dated IP�IO'�
(M) H) H H bolt connector
II 'rW0 STORY WINDOW
16"x 8" PG Size of Window Address: N�
IFTG repair Into 8 Door, 5q. ft. interior zone end zone
1 '-40R. DETAIL (EXT. WALL) 1' 12" die. cont 0-25 sq k 32 37 a Jry�t GENERAL NOTES - HIGH WIND
o
N filled sono tube 25 - 50 sq k 31 35 P5 SIO—' .y
O' JH H /� OUTLOOKER OUTLOOKER (ts3) (ts7> oy '' f j y JJY A-2
F 1 OVERHANG OUTLOOKERS Connectors ( Gable sofflks) 4 ' 00 (0 PORCH P05T DETAILS 1 3'-
\� � PETER T. PODLAS, AIA
4 perimeter Design Wind Load For Sk II hts
�s1a P
K n ailingg y g ILA LANE BOX 255 REM5ENOURO,NY 11960 6313250P29
_ Exposure "8" 110 mph 120mph ARCHITECT (�
H2.SA(simpson) H2.5A(simpsom) /nailing zone
I
oekin J Porch post and columns r Size of skylight -Exposure 1H mph 120mph g l DATE: '>� A-
N) I Golumnspacing -0 Porch width � -O 15' rmof 30' roof
H2.5A(slm son) Hb (sim son) .d o All sizes 25 30
P p
use (SEE DE-INL, Footing depth 1J(D SCALE:AS NOTED Page 2 of
�� 201, maxi eholdown
1.
Ty, a : „�r :- 1 T , i'rwl+„iF,t
r i+ (d 'AIBA m�u v @ `'.i"ei ne".k u
Tar '%
Af k.I Y b01
44,_10„ DOOR#21 f
2'Jack Studa,2 KCng"5tuda
Top -Jack Studs L A )�1)
31
Y � ' k5ud 5T 9
P trap a
Bat.'StCd -JaF
k5kuds- LS YAq='
,.
Edge Nailing over' CI
ppTes 4"96
WINDOW#3 _ _ _ _ _
WINDOW#2 2 Jack Stud, 2 King Studs WEDGE bl.-�G(b1MG P(:YkVOOD,
2 Jack Stud, 2 King Studs Roof rafter tiedown H2.5A
Top Strap-Jack Studs- L5TA 9 Top Strap - Jack Studs - L5TA 18 - BALCON ' _ '(f '_ 95#'.F>aLrY-fL1v'ME TORCHED
Bot. Strap - Jack Studs - LSTA 9 Bat. Strap- Jack Studs - LSTA 18 I �4 RU68E1�(�ED'',ROf3R(PITCHED
Edge Nailing over cripples 4" OG Edge Na111ng over cripples 4" OG DOOR TO 51T ON TO(9RAIN)REMOVA�LEG EGK
aa' 10^ \3 4"-b' CURB FWH1068PALR 1
Door DECKING „ f7 DAR
-------_ - __ - 1 BOARD$ T FiPED WITH E
- - - -- TPU10410 TW24o-,e+
- - - - (2j 2X 12
; .. IT -1"UDP50 KIT - --4_ W/DP50 KIT- - h +1 5 8D2- SD53 w/
MDF 50 KIT-
o ' 116 t 10'-6" b'-1" /° 1'•1 t" °1T110" i (trJR 1a, Tie BOlt
2'2" dl
OC
\2 X6 RR 16" OG 2X8 GJXI R1b60G ^
4" x 4" GGA POST IN A GJ 16" OG Y WI'of 5)
12" DIA. CONCRETE �, WINDOW# 1 0 � ', 'ay BA7-�•I LNDRY
2 Jack Stud, 2 King Studs ❑ / (tile) o
FILLED 50NO TUBE -Jr-- - NDOW#4
REBAR INTO 16"X 8" PG Roof rafter tledown H2.5A F
0.
STUDY'
----- t- � \� (Q7 10,_0"OFF FL' � 10' 0' OFF FLi O ''
Top Strap -Jack Studs - LSTA 9 B'-o" _-�._ (carpet) / i 2668 _ 2 Jack Stud,2 King Studs
FOOTING V _ _ - - _ - _ - _ \ (calling Roof raftertledouwl H2.5A
(2)2X10 GIRDER - Bot. Strap - Jack Studs - LSTA 9 me3a 2068'.�w"�a: - - g
Edge Nalling over cripples 4" OG
diaphragm
from overframe w • X HALL \ \ (Gath.)� { �dga tra ;Jack Sleds - LSTA 18
(telling pull dawn diaphragm p- A 5
4 4 r diaphragm cattiut outair / top of { ` ..
m so 2668 oath.c1q.) Strap ,Jack Studs.• LSTA 18
I edge) for amt '" E Nailing over cripples 4"O.G
,o \ MA5TER I�
�` o �G access _ 2668
O t- N / 3'-0„ 5 0 2068
- BEDROOM h
v '"'v. �.h m o
-r Z Q r. rk 5 r R.. f ry Y ry o -
- � � � _ .� r� � o `� 2668 � A {� 2N0 FL.�) I � /
;_ . ❑ _ - VENTS
,
8" POURED .,... .. { X
r n
CONCRETE - ,
FOUNDATION
KEYED TO A 16"X 8E � - '^� GGA LEDGER BOLTED d i,. - _ _ eo -, -
LL an
Q 0. : 1. _ r {
THROUGH I Z C F 141 10 :, 12,0:, srr 3, 6„ �� -
POURED G r t: u_ U A ( rytt)
FOOTING - `° p a y . 2 XB RR 1�6 OG (carpet)/ I
- �)- - •' X 'y v �+ r / 2068 206
--i - - 2XB GJ 16 _
ryl —
,..;,�,' -k • e_„x, ;;,.,. . '!?r.rn:°r .g .. .t: - .t m f f 0 q dormer 3468
_ —� �' v
r \ I
BEDROOM � I o � n � ���^jjjl! above q I �,I
(2)DHT -' . • '�10„
y LL
T '� iv mr' DOWEL INTO ' „ .o ',J te15 e� -
*,r �' . CONCRETE _ _ I remove ;a f ” 2 X8 RR 16" OG ,o A ,, K d windows - BATH -
L - BUTTRE55 I' _ --exist bllco ry EXIST FOUND. a o 2X0 GJ 16" OG N V _ - - / ) a
X yj'
i entry walls m A5 RE:x`D o �' A, (oath. 11
s N n 12'-6° 2'0 ' BEDROOM I /.42'42" I ,(tile)
__ _ _ "v - { n ❑ (ca et) flberglaeq i
y
Z ¢ �q li� N �,�'' (2);2 X 10 (2)2 X 10 shower (2)2 X 10
gg k,' r�-r'cf,F_Ir - - — -�
rJ ry ❑ p i { I II / (2)TW210410 W/DP 50 KIT 1 / '(2)TW210410 W/DP 50�KIT
y
a �. L- _ _ (2)i TW210410 NDP 50 KIT - _- T- - - - —
( -J m (2) 1.15 x 9 25 LVL _
T-61/2" 15'-101/2" 14'-6" 6'-9" 6'4'FREE
_ - --i Girder Li • e u- U 'U Z _.-
�Ypj( N m O i < (STANDING
._. —. a
WINDOW06 TUBIN '
v' - BEAM POCKET K - 44'-10" 2 Jack Stud, 2 King Studs '
y ,'-8118" j'' -0"' ADD(2) 1,',5x m f _
'i`---- NEtU a.25 LVL to Roof rafter tledown H2.5A ,
f , _ exlstingaxvgireer WINDOW#5 Top Strap-Jack Studs LETA15 WINDOW,
#5
;2'-4'k i� FIREGODEDGw6--ABOVE HEATING UNIT m I'�I � - - - \� 2 Jack Stud, 2 King Studs Bot. Strap-Jack Studs- LSTA 18 2'Jack Stud, 2 King Studs
A5 REOUIRED i .l'', j g Nall g, er
Top Strap - Jack Studs - LSTA 9 Ede in ov cripples 4" OG Top Strap Jack Studs LSTA Q
(2) 1.,5 x a.25 LVL + - - I l q.2 Bot. Strap -Jack Studs - LSTA 9 , Bot. Strap •Jack Studs-LSTA 9 -
1,',.
Glmer ] � -- Edge Nailing over cripples 4" Or, Edge Nailing aver crlpples,4" Or, - '
UP 3" rile zipcola
ona24" 24"'x = � � ;,Z 5EGOND FLOOR PLAN SCALE: 1/4 - � -o
., DOWEL INTO � Xa p
I, /EXIST. FOUND. ry io Y .. +
Y Lt II r j A5 REO'D
I
ROOF I I 3:, ROOF VENTS I,I 41. 3„ROOF VENT
(2) 2X10 I 2ND FLOOR BATH '
GGALEDGEIf BOLTED
� 1
cant floor(olsts QO THROUGH _ 2„ - - -
❑ m 4" DIA, GI-�IN05T INA 2' 2.1
Q 3" 2 2"
r Q t _ -
SI�E of –
2"
F-�%T1 NC- ry m f FILLED 501,10 TUBE 2ND FLOOR 2 2„ L
2" - -
fb h!- REBARINTO 16"XB" PC, 3'
FOOTING KITCHEN -
- - -�- •- - - — - �G _
2:, -
44'-10" 2 2"
15T FLOOR
LIVING AREA
1222 sq ft ..
KEY G.o.
4,.
��PORCH HEADER
�P 51YMBOIt. OE5GRIFTION
Simpson PH02-raD53 Second Floor
SIMPSON BG52 cn co
`P05T/BA5E GAP w/lied o o tie bolt
Bolted to one another 4"CAST IRON
CONNECTOR EXISTING HOUSETRAP
b
Q o h=
_ _ T05UFVOLKGOUNTY PLUMBING 5GHEMAtTiG +
IL C REMOVED
ROUNDAY(OIV
I>7 51MPSON ABU44 - EXISTING TO 6E REMOVED APPROVED - - -
µµyy iGOLUMN / BASE EXISTING 5EPTIG 2nd,F'a;N" faM
CONNECTOR Simpson HD10A-w/ f .,,{ NEW PARTITION SYSTEM
f a Plumbll,g
NT5
_ ,IB"din bolt
First
t07/b" -dla rodta'` Fit Fl
� EXI5TING FOUNDATION '. V o MR
16" X 8" PG FTG. A�tDMR r �dSBY' _
_ _REBAR INTO 12" DIA. GNW coupler �3fl B F1
II GONG. FILLED BOND +
N. - TUBE Anchor bolt in ..:'. NEW FOUNDATION PETEr T f�49ptc AIA .
foundation wall �:, 12GIfTE(,`"'T"
PORCH DETAIL
CORNER HOLDDOINNaluuaaaa >a�.aaN�Nada• 57171 aa„z,a�q
PROVIDES AGAINST 2255# ,DATE "41Y6lOB _
UPLIFT SGALI5 AiVMOTki7
TYPICAL ROOF -Z III -al
3xE.R° L
,AENs o"+L..=PH. .= uevhnpxs 11 u,- 1 •, i. 1 - iq'
,LLORJ W M,xtlYeLipRERS FOR MOF
IN5,+I Lc011 PIiGH
EPEUFlLh•IONS pvCR ISp FEL- - - '
,1`'C e1-RIOR IHEeiNNvu AE-L -
44'-10"
ppc r -R. ,1 c, 111-1
zCi R, LEILIMG IDISi51h" -
FlEfRLL+vo pG SEE IN fOR
s�u�loN
sass 31'-4"
-
.LI•,NIL".Lr,ER:e { DOOR#23 _
1 Jack Stud, 2 King Studs -
-,,, -
IAIcI / m"prP <' 8'-4" 10,_b„ 5'2„ 5,�„ ��2„ FIT
5 ° / ,p,RR b Top Strap - Jack Stud - LETA 1 B 6'•q^
IH1E==No,E «ER"R-E„I �3' o I Bot Strap - Jack Stud - L5TA 16
c c Pv,•=PRoms= m:. a H5m5R lW' -
Ef Q0tc` +.r"n Edge Nailing over cripples 4" OG .
,I b oma --- ----- --- 3'•0"CEDAR -
N. ( (. \ �O 61' `P ^ �iop Top Strap Stud, 2 King tudsLETA 18 --_-._.--- RAIL NG Top JStrap#Jack
t g d .
PECK
1
2 Jack
e�,.. DOOR#22 16'-4'
Stud, Studs
TYPICAL - - ' -
EXI-ERIORAAu $, '�,sj ,, 9tl Q• Bot. Strap«Jack Sud,`;L TAq _
zj y b ya' Bot Strap-Jack Studs L5TA 1B DECK
Q +M + Edge Nalling'aver cril7ples'4"OG
Edge Nailing over cripples 4" OG BILGO -"---
" V o6 V�o 'b o `g. DOOR 1 - — TW2B410 W/DP50 KITS - HD 10A w/7!B
SSE PL,N-F� s - �—
vZCM1SP+C,I ry
•'I'LL 1 ` " A,�f,l'"'" \ b / w(s) WINDOW# 10 'I', m OFFICE RO Me. Boit holddown
p ° 1 Jack Stud, 2 King Studs 'b .. _ ..._(oak)„ n
LNL..=Np,Ep, Hfx.-1;L , \ '•,� �, (g� Top Strap - Jack Stud - L5 A q I' -_ . m DOOR 23 _ _ q
IIERAIM, _ Bot. Strap -Jack Stud - L5TA qDOOR 23
- """`-I`R ""f " 't� or \ o` '4 . Edge Nailing over cripples 4' Or, - 4'` o DOOR 22 u ) 1.15 X q.25 LVL FJ Flus WiNDOW,# 12
J. z °� �, a, y (2) G 135 ,,; (DP40 OK) (DP40 OK) 2 Jack� tud,2,King Suds -
,; (DP40 OK) FWH2g68E FNH6065FALR FWH2g685 X F I 9 n Top Strap Jack Studs - LSTA q
- _= 16" OG n �, _ Bot. Strap-Jack Etude - LSTA q
0 Q v"paT�
'1101
„ r..Y,
`� Ih G ��' =1' BFT. ( 1.75 X q 5 WL H R DOOR 23 x m Edge Nalling over cripples 4”OG
-
HT.
�• � I ' 14-6
WINDOW#q — j -
,.�rLrpR EL '
hL"H.ERH,.E v PkIM `\ y4•\ 2 � "' 2 Jack Stud, 2 King Studs
- y rc �O KITCHEN U WALL ROOM
0,
P x 286 ---
° p!I F�j To Strap Jack Studs - LSTA 12 o xDIN ING
O _ . ____ W/InID
;,"; . ` - � 1 ��^�}� " WN � ,p \ � 6� SS Sv�l Bot. Strap - Jack Studs - LSTA 12 o m I (oak) 4�'-----�- _ REPLACEMENT
1, � 9 Y �r P P - KNEE
TYPICAL o$� ®s ..L.L'R `' 1l� Edge Nalling over cripples 4"OG -_-- --- o O g w.
FounvnnoN Ii1 t ry insul. 114 BATH G
a
\6 (2)2X10 w .T5" X i (oak) b
2868 EXISTING
N � 57 _ `-
L.„,,.R,,.,F,1„ ^_LJOR"E -� „ "Qty" titl ”-(�.1s (3) 1.T5X11.B8LVLHDR 5TEELFLITGHPL_AT'E -'m
rol N°,ilpNraLL M , Y LU PLUMBING WALL
; . ' FROM 2ND FL FLUSH „ . 1 JacI4$tu#13 g
q1 d
d,2 Kin Studs
f ° F 5 21 pStrap. Jack Stud'- LSfA4
Boti
N Ed9 Nibi oYer'cotu,pples 41' Or,
i
LIVING ROOM w s
Oak) z
WINDOW#8 FIREPLA4E T0(HAVE' ' - -- m : ~ EXIST.
1 Jack Stud, 2 King Studs q �� 0 x a -
o"R JI P p P 2OT oLL _ P Y f1 g
To Strap Jack Stud - LSTA Ll
` t '� ��•`. ,,,.� I Edge Nailing ove5cripples 4aOG MA50 RY EARTH AND x m Z W j oak -'- FROM 2ND VITA Cl 'Too D Strap- Jack Stud - L5TA q .
1(\( ;�•,�„r' (�� p - ,� f � - , .._ BEDROOM wIN w. 4
Jack
x = x ENTRY PLUMBING WALL Cl.
°w SIDES A5 PER NY5 CODE. (oak) o o Sot.-5trap Jack stud. L5TA q
Laminated Storm z in q m LL X O '- ._ . v Edge Nailing over'clipples`4" OG -
Glass WINDOW SEAT ”' n Y yn m -
5 `
1.'15 X q.4 LVL HDR m (2)2 X10 —3068 -
'>I, _ (2)TW28410 WIDP 50 KIT TW28410 WIDP50 KIT �HO 10A u#118"
(3) TV425410 WlDP 50 KIT — / \
pfd. Bolt holddoum -
\ { � r EXISTING PORCH V v \ WINDOW# 15
HD IDA u�lVB" / I � � - _
Dia. Bolt holddolpn WINDOW 16 -_" zo -
_ _ WINDOW# T __ \ 1 Jack Stud, 2 King Studs
2 Jack Stud, 2 KingStuds
i Jack Stud, 2 King Studs - +D \ Top Strap •Jack Stud'• L.5TA 9
;;- R �'0p°cXi`� \\ 2,S F}0L✓Jti'�tT( Top Strap- Jack Stud - L5TA q Top Strap - Jack Studs - L5TA 10 Bot. 5tr'ap -Jack Stud -LSTA i -
\ Bot. Strap Jack Stud - L5TA 9 Bot. Strap -Jack Studs - L5TA 18 x ,� Ed a Nellin over cri les 4I Or,
P Edge Neilln over cripples 4" OG w x \" g g' 1" Pp
Edge Nailing over cripples 4" OG
J - — - - (2)2X10 v \ l
I � � 'I Iry"rXiw/ - - - - - - - - - - -- - - - - - - - - '
M�A2o o IOU - 44`1°"
FIRST FLOOR PLAN 5G,4LE: 1/411 = 11-011
Alltlhpld rod It wmmryIMWdd whtd Vill thmxph QNWY•allme hulrc.0i dol
,
r N m
PmMAq Oulu" to,teo4' hotl aratlF mdhodo .
P top m
F
� p
LP.O� I -
`L
c
t1{Yroolh awhi mTdid 4EGIW,WiroadMA amara Lth M utitl lofpWMmp.ddtpr qMW.for
tIumpk,am u hlluorinm Ct� et�ry� - .
Ai6LldplI Orad bill bi dMilrad.�xd,hl apucib of hnrn.pxtldllly"AQTM 149p7, erre
QosPa:s.umglm,olcaofaroa
Ax. INYGUATIQ ' -
N4dtl 0Red1. If T tlll •Etch and mint b.Ram
xd.. 'plA MIP - I .fibdtl'iwov RN rnI1 FaLlph o{I YI 4, all-i
y7 � rdMNxh Q.iTtto I PTiphltn me-INo ratic „«.w, 1 - - '
}d _ U* lk Plain
iN III
_ s�Mn.4'tnNWC�wIMi Wa. RR � t"I bkul t•iN4y x ., ,, „ _ _
a In fit,°_,_
ah DPW
III GRmm
W7M yw0 fall
4< q
artfaFRkUfWaP Ina Ifkl flgfV
FA57x 'FLOOKPLAN
7
e yl a ptR-A ND MRh. lk: IJSBY
Pel ffR T PTA
A (2GHi h 1
P '�" LA(IJd1MM6 b9%�p1 ilkNdexglpp6 W Ktvfd pdf%ilA91R ...' I
DATE J11AW
- ,SCALE AS NP.TBR
'tJ ' `44of5 i
I fi
r k
95-YEAR ARCHITECTURAL
CHIMNEY TO BE 2 FT. HIGHER r R01,QF SHINGLES,
THAN ANY POINT 10 FT. AWAY.
L
--,s L,L.Lr -.fll- �iII
Z-1 r 1LI ' 1 1 .,-,1 i fI',i �
q 35 YEAR ARCHITECTURAL ROOF
' - i '?>) Lf I _I' TLr� 7 T ti Cl it 1� ��' L r�L
-- -- SHINGLE5
Ilii T II _ i I II -'-il ILIA II T '�1T '1-•i� T" : Flr I ,yL� �7 Ii, 'i 4rL I-fI.J ISI ILI ,
12
- I, I i� L II L lel r+1- gra �l"I -I ijl� !. 115 II 1
I I I
2 - _
? IT - r-:II LII �r� jar ? � T�rII11'
1 � � r I ', rLlra `1�; I � � � - Z-
BRICKGHIMNEY ' Jlll� rlrl �T� I L �' 7T ,y 'FY l � lf
- ® Ni (2) DHT1815LrI' - r .l: -
I
PVC GRID LATTICE WORK li -
- - -
-
----OVER SIDING (f'Z-FK1 VINYL CEDAR - -
IMPRE55ION5 - -
-- {3�:A21 E
E
-• RAILING T9 I
SHINGLES _'� - - "
- - - - - Qrr HIGH '
- -- --
ALL DOUBLE HUNG
75
-WINDOW5 TO -
FM I
(2)TW210410 REGEIVE OP 50 KIT -
(2)TW210410 _ (2)TN210410 -- - - VINYL
_CEDAR REPLACE - - '"-` -
_-
,- _ J f " u =� IMPRESSION EXISTING
5HINGLE5 Lail WINDOWS
RAILING TO BE PVD J
TW28a101T
MI
III III - RAILING t
REPLACE EXI5TING 510IN6 WITH MIN. Y-0" HIGH I O 6E
3068 ' NEW CEDAR IMPRESSION
— N. $'-D" HIGH
® ® SHINGLES - —
(3)TW28410
TW2841 C
REPLACE EXI5TING 51DING WITH
--- __ ANEW VINYL CEDAR IMPRESSION5 - -
SHINGLES
t. 1 tt RIGHT 51DE ELEVATION S��L�; a /4,t _ 1 � 11►r
FRONT _ELEVATION _ 5GALE_1 /4 = 1 :-0
BRICK CHIMNEY
35 YEAR ARCHITECTURAL \
CHIMNEY TO BE 2 FT. HIGHER ROOF 5HINGLE5 \, y s r X41
THAN ANY POINT 10 FT. AWAY _' , , -, -- _;,_- .,
t
r
-
i i T
4 1 Ta
_ �l � Ii
35 YEAR ARCHITECTURAL ROOF
5HINGLE5
12 _ -Ir - - i - 1 �,
r 1— , i
12
I 1._
r
- ALIDOUBLE
-- - '� - 4ONY.�i
® t 6 N
REGIVP 60
Y-O" HIGH - - - -- T
-
',- TW210410 -- TM10 'fir -
MIN. RAILING TW210410 Q
� . r
- -
a10 TW2t0a1
- - - - - -
t7 I
_. _ STA
FF�V460HH 68PALRWINDC?W 6Y'AWN.ER
TW210410
-r
url }
ALL DOUBLE HUNG -
- -
-- - - WINDOWS TO
3'-0" HIGH A-
-- RECEIVE DP 50 KIT -
I *-
MIN. RAILING
VINYL
CEDAR — - - - I
IMPRESSION
_.
SHINGLE5 FWH31685 FWH6068PALR FWH31685 -
r
TW2841 10
i) 11 � tij Doll
LEFT 51DE ELEVATI N 5CALE* ` F
r
REAR ELEVATION SALE : 1 /4" = 1 '-D MRANCAML� sU��Y
hl
K
6
a 1
slb Pr T T' LASS Afj
' �I�`1� f '' I �,
' � ° 'i r a �y I � - - r •rk In ,� III 4 :ra
a
'r ti
s K rr d
�bwig,�y���{ at a rr rIa 'j,f>J 0 s Nr F ? s r[rM1nd
_ '.Y
(.moo,4f., t,v,t`,.rxl7�l , I e• xt..rJh ��f�}�.�d�S.�x�}���I��d'S`�