HomeMy WebLinkAbout29670-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-30608 Date: 12/08/04
THIS CERTIFIES that the building ADDITION & ALTERATIONS
Location of Property: 200 GREEN HILL LA GREENPORT
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 33 Block 3 Lot 13
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated AUGUST 5, 2003 pursuant to which
Building Permit No. 29670-Z dated AUGUST 25, 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 & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED
FOR.
The certificate is issued to PANTELIS & BESSIE PSALTAKIS
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 1202442 08/09/04
PLUMBERS CERTIFICATION DATED 10/25/04 KEVIN REMPE PLUMB.&HEAT.
//tho ized ignature
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. 29670 Z Date AUGUST 25, 2003
Permission is hereby granted to:
P & B PSALTAKIS
251-24 43RD AVE
LITTLE NECK,NY 11363
for
ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR
at premises located at 200 GREEN HILL LA GREENPORT
County Tax Map No. 473889 Section 033 Block 0003 Lot No. 013
pursuant to application dated AUGUST 5, 2003 and approved by the
Building Inspector to expire on FEBRUARY 25, 2005 .
Fee $ 734 .40
Authorized Signature
ORIGINAL
Rev. 5/8/02
Form No.6 O U `
TOWN OF SOUTHOLD - o D�
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY 8 �
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.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 2-00 P-E-FO 41 LL L a&�e , c,4eiz cop- l
House No. Street Hamlet
Owner or Owners of Property: F,s,NtEc.tS 4 $E5St e. fQ sAc 7kv-'-t S
Suffolk County Tax Map No 1000, Section 0 -2-1-22 Block Lot
Subdivision Filed Map. pLot:
Permit No. 2Q 6l o Date of Permit. 8'2 9 03 Applicant: rS4CT
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
LA/pp ican gnature
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GIS r�rrt�L3WL LR lL ❑°
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BY THIS CERTIFICATE OF COMPLIANCE THE 5
S NEW YORK BOARD OF FIRE UNDERWRITERS 5
S 5
BUREAU OF ELECTRICITY S
5 40 FULTON STREET — NEW YORK, NY 10038 5
r5j CERTIFIES THAT S
S 5
5 Upon the application of upon premises owned by
5 55
5 ALAN HUBBARD ELEC. BILL PSALTAKIS 5
5 P.O. BOX 2241 200 GREENHILL LN 5
S 26C O ER PLACENY
GREENPORT, NY 1.1944 5
S5 200 GREENHILL LN GREENPORT, NY 11944
Located at 5
Application Number: 1202442 Certificate Number: 1202442 S
5 S
5 Section: 033 Block: 3 Lot: 13 Building Permit: 29670-Z BDC: NS11 cS
Described as a
Residential occupancy, wherein the premises electrical system consisting of 5
5 electrical devices and wiring, described below, located in/on the premises at: S
5 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic,
5 5
5�j A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Cj
herein, was conducted in accordance with the requirements of the applicable code and/or standard
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5
5 authority having jurisdiction, and found to be in compliance therewith on the 9th Day of August,2004. 5
Name OTY Rate Raring Circuit Type
5 Alarm and Emergency Equipment 5
5 Sensor 2 0 Carbon Monoxide 5
SSensor 5 0 Smoke S
Appliances and Accessories 5
5 Oven 1 0 50 Amps S
5 Dish Washer 1 0 1.2 KW
5 Pool/Spa Circulator Pump/Motor 0 0 5
5 Air Conditioner 1 0 48.000 BTU
Cj Air Conditioner 1 0 24.000 BTU Cj
5 Furnace 1 0 Oil
5 Wiring and Devices CCj,
Outlet 40 0 Fixture L�
SFixture 40 0 Incandescent 5
Outlet 88 0 General Purpose 5
5 Receptacle 42 0 General Purpose 5
5 Switch 44 0 General Purpose rj
5 Receptacle 1 0 20 amp Laundry seal
5 Paddle Fan 2 0 [5
SContinued on Next Page 1 of 2 5
5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
S
5 5
o rn �n�n
° [1� CnCn GIS Cn e0°
5 BY THIS CERTIFICATE OF COMPLIANCE THE S
5 NEW YORK BOARD OF FIRE5
UNDERWRITERS 5
BUREAU OF ELECTRICITY S
5 40 FULTON STREET — NEW YORK, NY 10038 c�
5 CERTIFIES THAT S
5
5 Upon the application of upon premises owned by
5 55
ALAN HUBBARD ELEC. BILL PSALTAKISP.O. BOX 2241 200 GREENHILL 5
5 26 CLOVER PLACE GR ENPORT, NY11944S
AQUEBOGUE, NY 11931,
5 Located at 200 GREENHILL LN GREENPORT, NY 11944 5
5
c5
Application Number: 1202442 Certificate Number: 1202442 5
5
Section: 033 Block: 3 Lot: 13 5 Building Permit: BDC: NS11 5 29670-Z 5
Described as a Residential occupancy, wherein the premises electrical system consisting of
Ca electrical devices and wiring, described below, located in/on the premises at: S
5 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic,
5
C55 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
J herein, was conducted in accordance with the requirements of the applicable code and/or standard
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
authority having jurisdiction, and found to be in compliance therewith on the 9th Day of August,2004 S
Name QTY Rate Rating Circuit Type 5
Receptacle 13 0 GFCI 5
Disconnect 2 0 Air Conditioner
Service 5
I Phase 3W Service Rating 200 Amperes
5 Service Disconnect: 1 200 cb LJ5'
5 Meters: 1 5
5 5
5 S
S
5 5
5 5
S 5
5 5
S
5 seal 5
S2 of 2
S
5 55
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S
'1
Town 40,$SOM Main Rees Ff;il(itr)7/b t�23
P, o. Sox Wo T6180P On+(614)19S•1002
Sait►w+o, NOW Yodc 1167 1 1200
* z'j
OFFICE OF THE SVILMHO INSPECTOR
TOWN OR SOUTHOLD
building Permit ft.
Owner: S
(P ease print)
Plumber: ` & -���Z� cutp,
tD care pr n
i certify that the solder used in the Water Supply syst*M
contains less than 2/10 of it lead.
u re s nature)
Sworn to before we this
.__r. 7 day of Qcrt0(�e(L
Notary public J40 county
2*
ccs MISzaoW10
NOTARY PUBLIC, State of Mer V"
No. 47094162
cAwlir+ed In Suffolk Gee*
4 JOIST WITH HOLE IN WEB
��� n "
bn - 11 7/8 TJI®360 @ 16 o/c
TJ-Beam(TM)6.10 Serial Num r.7002120874
User:4 5/5/200412:44:56 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE
Pagel Engine Version:1.10.3 APPLICATION AND LOADS LISTED
JOIST IS OK AS
SHOWN. NO
Q REPAIR RE 'D
b W C 1
Product Diagram is Conceptual.
LOADS:
Analysis is for a Joist Member.
Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead
SUPPORTS:
Input Bearing Vertical Reactions(Ibs) Detail Other
Width Length Live/DeadlUpliff/Total
1 Stud wall 3.50" 2.25" 4891147/0/636 A3:Rim Board 1 Ply 1 1/4"x 11 7/6'0.8E TJ-Strand Rim Board®
2 Stud wall 3.50" 2.25" 489/147/0/636 A3:Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board®
-See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):A3:Rim Board
TJI HOLES:
Diameter Height Width Left End To Top Hole Center Span Design Control Comment
Circular 4.63" 1-1/2" Span 1 564 lbs 912 lbs Passed(61.9%) 45/8"DIA HOLE THRU WEB OF JOISTS-1/7'FROM TOP FLANGE
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear(Ibs) 621 615 1705 Passed(36%) Lt end Span 1 under Floor loading
Vertical Reaction(Ibs) 621 621 1202 Passed(52%) Bearing 1 under Floor loading
Moment(Ft4 bs) 2782 2782 6180 Passed(45%) MID Span 1 under Floor loading
Live Load Dell(in) 0.286 0.448 Passed(1-/746) MID Span 1 under Floor loading
Total Load Deb(in) 0.375 0.896 Passed(1-/574) MID Span 1 under Floor loading
TJPro 41 30 Passed Span 1
-Deflection Criteria:STANDARD(LL:L/480,TL:L/240).
-Deflection analysis is based on composite action with single layer of 19/37'Panels(2(Y"Span Rating)GLUED&NAILED wood deddN.
-Bracing(Lu):All compression edges(top and bottom)must be braced at 4 11"do unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability.
TJ-Pro RATING SYSTEM
-The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(2(Y"Span Rating)decking. The controlling span is supported by walls.
Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:1.69
ADDITIONAL NOTES:
-IMPORTANTI The analysis presented is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values.
TJ Engineering has verified the analysis.The input loads and dimensions have been provided by others( RRIAN RAYNOR-RIV RH AD R n DIN-SUPPLY )and must be verified and approved for the
specific application by the design professional for the project.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above.
Operator Notes:
RIVERHEAD BUILDING SUPPLY 0 PFloFES
1093 PULASKI STREET
RIVERHEAD,NY 11901 kk� ERT
ATTN:BRIAN RAYNOR
PHONE:631-996-3018
FAX :631-727-4180 31
O b
009
/ O SEW YOA'f'
PROJECT INFORMATION: OPERATOR INFORMATION:
PSALTAKIS PROJECT ROBE RK (`(�1I Jim Oliver
200 GREENHILL LANE PROFIT SI AL ENG ER TrusJoist,A Weyerhaeuser Company
GREENPORT,NY NY:07 112E Centre Boulevard
Marlton,NJ 08053
Phone:8565965555
i
Fax :856-9859806
f r
Copyright 0 2003 by Trus Joist, a Weyerhaeuser pusiness
TJI® and TJ-Beam® are registered trademarks of 'Crus Joist.
e-I Joist",Pro" and TJ-Pros are trademarks of Trus Joist.
S:\Shared\TCD\Attachments\TJ-Beam Calcs for Seals\TCD TJ-BEAM CALCS\10727-Brian Raynor-Holed Joist-04-27-04.sms
Charles M. Thomas, R.A. f Lb ? 7 2004
P.O. Box 877
Jamesport, New York 11947
(631) 727-7993
..........................................................................................
February 25th, 2004
Building Department
Town of Southold
53905 Main Road
Southold,N.Y. 11971
Re: Psaltikis Residence, Greenport/PERMIT# 296702
"Simpson Strapiniz Certification"
Dear Building Inspector:
Upon inspection of the as built conditions at the Psaltakis residence, I have observed that the
strapping has been installed in the typical manner. This installation utilizes the "Southern
Method" and is fully meeting both our standards and, those of local building codes.
Thank you for your attention to this matter. Pleas ,,,,free to call me with any questions you
have.
Gar
� truly yo s,les M Thomas, R.A. `, - '
z r.
f
'Applicant/ Q Ss 4 Date. .
Owners Name 'Reviewed:
Architect/ Date
.Cngi>neer: i�1a
Submitted: •
SCTM #: l
Oistrict: _1.000 Section: Block:
ProjectSubdivision
Location: f _d2"
Single& separate Required
ceruficatian: (Yes/No)
Req. Itoq. --
I_oning 1)isUicl: (I of s,izc: 'tel Actual: �o�' ��f7 I (I of coverage Vropos4-
Rcy. Rcq. I Re
(,j� r- Req
7 —4
.r Pard .-r Proposed: `/( J [Side Yard Proposed: J. J [Rear YardN j
I ropo•
Project Description:
AGENCV-PERMITS Permit
REQUIRED FOR REVIEW N.A. NO YES Number
Suffolk County Healthe to L
New York State D. E. C. W�f
Town Trustees
Town Zoning Board approval: /
Town Planning Board approval:
Flood Plane Elevation???
Flood Zone:
Notes.: --
1
i
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
� >
Ground Snow Load: 45_✓ Wind Speed: 120MPPH Seismic Design Category:B ✓
Weathering:Severe t.rt` Frost Depth:36" �/ Termite:M-H Decay: S-M
Design Temp: 11 ✓ Ice Shield Underlay:YES_ '"� Flood Hazards: /
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINE D/PRESCRI�
FULL FRAMING DESIGN ELEMENTS: Y/N
HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N
C:;ILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N
LUMBER SPECIES AND GRADE:Y/N
DESIGN LOAD CALCULATIONS: Y/N
LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC: Y/N WIND:Y/N �
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENTS: Y/N,t ,,.�
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N
VENT 4%: Y/N /
NAILING/CONSTRUCTION SCHEDULE: Y/N ✓
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAGRAM: Y/N
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N/
TRUSS DESIGN: Y/N -
CERTIFICATION: Y/N
ENERGY CALCS: Y/N
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)
Permit Number
REScheck Compliance Certificate Checked By/Date
1995 MEC
RES checkSoftware Version 3.5 Release lc
Data filename:Untitled.rck
TITLE: PSALTAKIS
CITY: Southold
STATE:New York
HDD: 5572
CONSTRUCTION TYPE: Single Family
DATE: 08/01/03
DATE OF PLANS:AUGUST 2003
COMPLIANCE:Passes
Maximum UA=220
Your Home UA=209
5.0%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 480 30.0 0.0 17
Wall 1:Wood Frame, 16"o.c. 1275 15.0 0.0 78
Window 1: Wood Frame:Double Pane 228 0.280 64
Door l: Glass 40 0.340 14
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 773 19.0 0.0 36
COMPLIANCE STATEMENT: T sign described here is consistent with the building plans,specifications,
and other calculations submitted T The proposed building has been designed to meet the 1995 MEC
requirements in RES checkVers' e c ( rl ECchebl and to comply wi the mandatory requirements listed in
the RES checkInspection Chec
Builder/Designer Date
'T�TE OF
• REScheck Inspection Checklist
1995 MEC
REScheckSoftware Version 3.5 Release lc
DATE:08/01/03
TITLE:PSALTAKIS
Bldg.
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
Above-Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation
Comments:
Windows:
[ ] 1. Window 1:Wood Frame:Double Pane,U-factor: 0.280
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
Doors:
[ ] 1. Door 1: Glass,U-factor:0.340
Comments:
Floors:
[ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation
Comments:
Air Leakage:
[ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
Duct Insulation:
[ ] Ducts in unconditioned spaces must be insulated to R-5.
Ducts outside the building must be insulated to R-6.5.
Duct Construction:
[ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used
for fibrous ducts. Duct tape is not permitted.
[ ] The HVAC system must provide a means for balancing air and water systems.
. . 1
Temperature Controls:
[ ] Thermostats are required for each separate HVAC system. A manual or automatic means to
partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided.
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range F 2"Runouts 1"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 water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
33_ :�> -G3
Charles M. Thomas, R.A.
P.O. Box 877 e
Jamesport, New York 11947
a
(631) 727-7993
Town of Southold
Building Department
Attention: Pat
August 25th, 2003
Re: Psaltakis Residence, Greenport
Dear Building Department:
This letter is to certify that, with regards to the above referenced residence, the septic
system as designed and installed, is adequate to hand the additional flow coming from
the new second story.
Please feel free to call with any questions or concerns.
e truly o r
JK
CHARLES M. ROMA , 4.A...1'f ry;
y
Charles M. Thomas, R.A. 9 2003
P.O. Box 877 __....
Jamesport, New York 11947
(631) 727-7993
Town of Southold
Building Department
July 8th, 2003
Re: Proposed addition/alteration to the Psaltakis Residence in Greenport
Dear Building Department:
This letter is to certify that, if constructed as designed, the first floor existing
construction on the above referenced house is sufficient to hold the new second story
load.
Please feel free to call with any questions or concerns.
SO ARC
Very truly you
CHARLES M. H M
Sr Nom?A" �0
�E O�►y
Charles M. Thomas, R.A.
P.O. Box 877
Jamesport, New York 11947
(631) 727-7993
Town of Southold
Building Department
Attention: Pat
August 25th, 2003
Re: Psaitakis Res/dance, Greenport
Dear Building Department:
This letter is to certify that, with regards to the above referenced residence, the septic
system as designed and installed, is adequate to handkthe additional flow coming from
the new second story.
Please feel free to call with any questions or concerns.
i
e truly
CHARLES M. HO A.
tp� No 024 61 �Q-
9TE
AR .
PSALTAKIS
..`r NE
DECK CONNECTION
DECK JOIST TO GIRDER CONNECT USE MTS
12 w/8-16d NAIL
Simpggr ong—Tie, l 210 2X6
AT EACH DECKJP-ORCH JOIST lh 2x8 CCA
W/4-10d X 1 1/2" NAILS OST TO (2)2X10 CCA GIRDER CONNECT
2"X10" CCA LEDGER USE 2 _AC4 W/14-16d NAILS
GRADE
GIRDER TO POST CONNECT USE
POST TO CONC. PIER (2)AC4 W/14-16d NAILS
CONNECT USE PBS 44
W/14-16d NAILS
6�2 6-7 7�2-
suaoINa oar.
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE 8 CHIMNEY
REMARKS:
DATE INSPECTOR
T65-1802
BUILDING DEPT.
INSPECTION
[ ] F DATION IST [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE fl CHIMNEY
REMARKS:
ol
DTE 11a'o�--INSPECT
7ss.sso2
suiDi uePr.
1 ECTIO
N
[ F NDATION IST [ ] ROUGH PLBG.
FOUNDATION 2ND [ ] INSULATION
[ ] FRAMI [ ] FINAL
[ ] FIREP CE 8 C IMNEY
R KS•
/"07
DATE
BUILDING DEPT.
INSPECTION
[ ) FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE RIMNEY
REMARKS: l
C
DATE Ila INS
765-1802
BUILDING DEPT.
INSPECTIO
[ ] FOUNDATION IST [ OUGH PLBG.
[ ] F NDATION 2ND [ ] INSULATION
[ F MING [ ] FINAL
[ 1 CEA CRI�jN�EY [ F R�S� INSPECTION
REMARKS:�
DATE �y- INSPECTOR
i
765-1802
BUILDING DEPT.
INSPECTION
FOUNDATION IST R GH PLBG.
FOUNDATION , INSULATION
INSPECTIONFRAMING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY
00,
- I
� elcz:,� �i.�i
7 07t-
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS ATION
[ ] FRAMING [ INAL
[ ] FIREPLACE & CRIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE INSPECTOR ^�
J
l7o
765.1so2
B
INSPECTION
[ ] FOUNDATION iST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS,,mICTION
[ j FRAMING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE l( � INSPECTOR
1
' 1�! ! 1 , :�' , � / • 1 171 \
FOUNDATION _ t �l �
����'l$'//� ��_ _� �sl�x /11����_ b►
ROUGH71
PLUMBING
INSULATION ;M•
STATE ElaRGY CODE
------------
WIMP
•
/ TOW4 OF SOUTHOLD BUILDING PERMIT APPLICATIONNC114ECKLIST
BUIL Xr1G DEPARTMENT Do you have or need the following,before applying?
foWWLi LL Board of Health
SOUTHOLD,NY 11971 3 sets of Building Plans
TEL:(,31)765-1502 Planning Board approval
FAX:(01)765-9502 p Survey
www..'Orthfork.net/Southold/ PERMIT NO. �!0 70 t?% Check
f Septic Form
N.Y.S.D.E.C.
Trustees
Exwrined 20- Contact:
Alproved pS>'�et 20 173 Mail to:
risapproved a/c
Phone:
Expiration S 20 Q
Building Inspector
PPLICATION FOR BUILDING PERMIT
Datetf--L5 20
INSTRUCTIONS
t, Thi��ppltc�Fwn I!$_;_ pletely filled in by typewriter or in ink and submitted to the Building Inspector with 3
ets of pl Fa�ptuate=plot'plan to scale.Fee according to schedule.
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 odE housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspecti ns.
II �
(Signature of, plican or name,if corporation)
YO 3ox 6 '19 1Uv4�.stwo:A , 11�`>' /1 �W7
(Mailing address of applicant)
STAJe—(.,1
hether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
°1 of
CA
Name of owner of premises 1
(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.-:La Of- W(.r A-hQ J
Plumbers License No. U
Electricians License No. t t
Other Trade's License No.
1. Location of land on which proposed work will be done:
' r'aLr) a 11 L-CNA Hamlet let
House umber Street 7�
N
County Tax Map No. 1000 Section 0 J Block Lot
Subdivision Filed Map No. Lot
(Name)
2. State existing use and occupancy of premises and intended Ase and occupancyf proposed construction;
e
a. Existing use and occupancy 'K=L'S'. a 441-A � '
b. Intended use and occupancy _ P, F_S; a t1q }; C4
3. Nature of work(check which applicable):New Building Addition ✓ Alteration_
Repair —Removal—Demolition
Demolition Other Work
4. Estimated Co
utd�10O V Fee (Description)
(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. N /4
7. Dimensions of e-xisLing structures,if any:Front 15 V' Rear Depth
Height ► k. Number of Stories 1
Dimensions of same structure with alterations or additions: Front 3 0' 1 � Rear /.S//011
I Q'1
Depth !� '!Height3 Cj' !► " Number of Stories I-
1
' " ' `D th
8. Dimensions of entire new construction:Front C� I Rear ep
Height ji 2' !2'' Number of Stories / Z
9. Size of lot:Front / 0 0 . Q Rear I � . Go Depth� _0
10.Date of Purchase Name of Former Owner ,
11.Zone or use district in which premises are situated s, 6 i {1,`h
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO
13.Will lot be re-graded?YES NO Y Will excess fill be removed from premises?YES_NO
mac•n'1 e,1;S ,�
14.Names of Owner of premises R 5 a 1 to L,`5 AddressZ 5 3 a�f phone No.
Name of Architect C_h pt I Q 5 wt. 'rh M A S Address�U f;.1 C a in s fi Phone No rL ht 31)'77-7•']
Name of Contractor 1C 01 j7L 1 t_✓rt 'n oA�idress 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 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 O J peyk i 5t 41,4 5e
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the rc.V,
(Contractor,Agent,lCorptate 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.
Afore me thisday ofNotary Public c Signature of A is
NOTARY PUB PUBLIC, a of New York
20932
Malif ed inBSCufffolk Count
Term Expires March 8, 20 �
Permit Number
REScheck Compliance Certificate Checked By/Date
1995 MEC
REScheckSoftware Version 3.5 Release lc
Data filename:Untitled.rck
TITLE:PSALTAKIS
CITY: Southold
STATE:New York
HDD:5572
CONSTRUCTION TYPE: Single Family
DATE:08/01/03
DATE OF PLANS:AUGUST 2003
COMPLIANCE:Passes
Maximum UA=220
Your Home UA=209
5.0%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 480 30.0 0.0 17
Wall 1: Wood Frame, 16"o.c. 1275 15.0 0.0 78
Window 1: Wood Frame:Double Pane 228 0.280 64
Door 1:Glass 40 0.340 14
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 773 19.0 0.0 36
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications,
and other calculations submitte it application. The proposed building has been designed to meet the 1995 MEC
requirements in RES check (formerly MECchecl and to comply with the mandatory requirements listed in
the RES checkInspection M' 7'
y9� G 3
Builder/Designer Date
4 T CA:AA .
REScheck Inspection Checklist
1995 MEC
REScheckSoftware Version 3.5 Release lc
DATE:08/01/03
TITLE:PSALTAKIS
Bldg.
Dept.
Use
I
Ceilings:
[ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ J I 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation
Comments:
I
Windows:
[ ] I 1. Window 1: Wood Frame:Double Pane,U-factor:0.280
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes[ ]No
Comments:
I
Doors:
[ ] I 1. Door 1:Glass,U-factor:0.340
Comments:
I
Floors:
[ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation
Comments:
I
Air Leakage:
[ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
I
Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
I
Materials Identification:
[ ] 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 must be provided.
[ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
I
Duct Insulation:
[ ] I Ducts in unconditioned spaces must be insulated to R-5.
Ducts outside the building must be insulated to R-6.5.
I
Duct Construction:
[ ] I All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used
for fibrous ducts. Duct tape is not permitted.
[ ] I The HVAC system must provide a means for balancing air and water systems.
. I
Temperature Controls:
[ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to
Ipartially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided.
I
Circulating Hot Water Systems:
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
Swimming Pools:
[ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
I
Heating and Cooling Piping Insulation:
[ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated-Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range F 2"Runouts 1"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 water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
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5062 T.O. 8'-0" PLT. -- --
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CORNER BOARD -
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GRADE
PLUMBER CERTIFICATION
PLUMBING Q
I FRONT ELEVATION SIDE ELEVATION ALL PLUMBING WASTE ON LEAD C(1NTE!I13UPANC
v `/ Y &WATER LINES NEED CERTIFICAI E OF O��C:UPANCY
„ -O„ SCALE: /4" = -O" TESTING BEFORE COVERING SOLDER USEDlNWATER Ca
=
SUPPLY 6Y ST[ W, CANNOT LU
5GALE: 1/4
EXCEED 2/10 (iF 190 LEAD. CLO
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ALL
MEET THE R puIAC UENTS OF THE v '
CODES OF NEW YurikSTATE, n
' _ UNDEAWRAERSCERTIfld1TE 7-•�
REQUIRED
CERTIFICATION OF
NAILING &CONNECTIONS
REQUIRED. ASWM
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DATE ' LP.i 2 0
FEE: . 0 SY:�1 -
R VENT %1 `j NOTIFY
" x MS-110 IAAM 10 4FMM FM TTM
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) FOR
-- — -- - — —_ - - n1� 2. ROUGH�EFRAM�O l!
RIDGE VENT - _ _ _ --_ — & INSULATION ^'' '
4. FINAL • CONSTRUCTION A W
-_---- _-- --_----- ---, _ ///J1'� BE COMPLETE FOR C,.0.
ALL CONSTRUCTION,SHALL MEET TWE 0
- - — '� REQUIREMENTS OFTHECODESOFNEW W Z
OCCUPANCY OR
YORK
SIIGNORECONSTRUCTON lER FOR o LL
USE IS UNLAWFUL BRICK CHIMNEY TO
WITHOUT CERTIFICATE 1 ' 2 ABOVE NT A
100'-0" HORIZONTAL
NEW HORIZON' NEN OF , ��, n NCY PROJECTION -
092 HORIZONTAL VINYL HORIZONTAL
3046 3046 TIDING �� SIDINGS SVINYL IDING 5046 - E I
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2021 Ac
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2852 2852 _ 2852 2632 HORIZONTAL 2652 2852 W
---- VINYL _
— — SIDING
IL NTAL X
NEW YORK S TATE & TOWN CODES 6
AS F-QU'11 TO AND C ONDITIONS OF
REAR ELEVATION __SOLWCLF -OWNZBA FL00DZONE�_
- 4 5 IDE ELEVATION TION POJ11g010WN PUNNING aoaAD
CgMIPL' " s WITH CHAPTER
FLOOD DAMAGE PREVENTION TIO
N
5rALE: 1/4" 14" OI - " SJUINDT0NTAUSTEES SOUTHOLDTOWNCODE.5GAE: N.YS.DEC
OF 3 %
r--- -e" b- - n J L-- -6j' 6'-a" GENERAL NOTE5 ��PE�wF
c,�e.w
-- - - _ Tenn
I. CONTRACTOR SAL CHECK Aro VERIFY ALL CONDITIONS TO THE$ITE
INEINYJPOURED,GVNGRili -- ,xM- - -- - - - - - - - I - - I5. MAIRfAIN 2• MINIMUM CLEARANCE BETWEEN NUL STRUCTURAL FRAMING
21. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD NTN I
(FOUNDATION WALL ON Iii' PRIOR TO STARTINS OF NOW AND HE SHALL FAMILIARIZE HINIELF NTH �S AND FIREPLACE Oft CHIMIEY N4ASOFRY.
'POURED GONGIRETE FOOT( POCKET I THE INTENT OF TIRO F'Uk5 MD MINCE WORT A6RZE NMN SAMESOLID BLOCKED OR PLY CHIPS. !
v
16. ALL FLOOR JOISTS SHALL BE LATERALLY SINPORTEJ Sr SMOSINS OR V k 2. cONrttAGTdi OR OWER SHALL OBTAIN A BUIIDTNe PERMIT PROM TIE 9lOCKIN6 0 INTERVALS NOT EXOEEJINS L40W FEET. 20. ALL STRUCn4P STEEL SHALL BE A-% STEEL Aa SHALL SE O. 0 1
20 2" T TOWN OR VILLAP PRIOR TO STARTINS WORK. 1p H A01'' Q
O <I •� ALL h. ALL RAINING SHALL BE ALLMNM. INSTALLED:a,AS PER AISL. A4TE �'R ,
�7 A. Nl DRYWALL SHILL a use. NATIONAL SYPaIMt C.O. V2'THI z
4 I U D S.CONT�� �M GY I SPECT OWN APPROVALS, PERMITS,
ERM(K 4/ AU A/D 9ALL SiA THREE COATS. m OF NE
I I I I 4 4I
PERFORM FROM ASMIE5IAVINS JPREDICTION THEIi 16. ALL RAPIERS SHALL BE ANCHORED To FRAMED WILLs WITH %WcA E
CLIPS'• b'ON GMER.
' I I • I I v I ryT 4. ALL YCRY SHAM CgIOlA1 TO THE fEWV YORK STAR'IINIFOPMN FIRE 'J0. ALL DRYWALL SHAU.BE PRIMED AND PAINTED CZ FINISH LOAISI.
Pit I 5 I/2" STANDAR STEEL PIPE " TPS TION AID BIIILDINS CODE ANO ALL RU,6 Are RSEaLLATI0N9 OF THE 14.ALL INTERIOR Ixzlrs SHALL BE STAN Gp/,DB b'-0'NwH x 1-SM'
I
4-l �LUMN ON h I 16" " , 6. THICK X WIDTH AS MORD ON RAN WITH APPROPRIATE NARDwMZE. ALL
I I X30"XIS"DEEP POURED I I<U \ k 91. ILL MOLD NB5 Am TRAM SHALL BE STAIN GRADE,A6 SELECTED BY
RE1E FOORnN6. fEYPJ U Doan$SHALL x FINISHED AS PER or+At OWER (UU/
I 2^xlo"F�. • t6" OG. I \ S. IF IN M coW9E OF CO6Tf0CnON A CONDITION [xISi9 WHICH 20, DO NOT SCALE DRAHI WRITTEN DIMI?IMONG 5 PORCEDE 9GALE2 AND ENTEE OW SHILL MATCH EX16TINS Aa W
I I I' I o \ eiAORMS NTH MOW NOTIFY S INDICATED
�nTE NN THEMr SHOULD THTHIe�i�Tr�t STI. ALL nRIEa 9LE LILLJI
INERILATION I I I tV \ FOLLOW THE PRDCC.EARE, AND CONTaLe WITH Re N%K,IE SHALL INSPECTIONS AWMI OBSERVATIONS OFF THE CCONSMIR ICT UR °N 51Te 98, nNif SHALL E ZE QED AM INSrNlm 9r THE OwEiL.
ASSUME ALL RVAWMSAL"Y AND LIABILITY ARISIN6 THEREFROM,
I I IN N \ 21. ORAY NS5 AND SPECIFICATIONS A6 INSTRtlREWTS OF a 9WU AAP AID
I I D \ SHALL REMAIN THE PROPERTY OF THE ARCHTEGT WHETHER THE PROJi S4. OWNER SL SELECT ALL GOLARE,I I I I \ 6.. MADDINNe ARAM HEW CONSTTOOTION SHALL SLOPE AWAY AND MW INTO FOR WHICH THEY APE MADE R MUM OR NOT TISY ARE HOP To BE
EXIETINSNEED ON ANY OTHER PROJECT$OR EXREEMO O TO THIS PRO.EGT EXCEPT 95, ALL PLUM SKILL Be IN STRICT CONFORMANCE WITH NEN YORK
1 \\ N Ib'OG. I \ 6.�. BY ASIVEM7i IN Nti AND WIN AMWAIE COMPS!$ATiON M TIE STATE SUMINS CODE. THE NEW PxR1P1.6 INTO SISnII!$NIITARY
4 I \ \ 1. ALL F0011NBS SIAM BEAR RM NDreiulw0 SD L WITH A M NPIRI BOIL AWAHTIS.'T. "TM. m
ua I b"OG. PRhSURE OF 2 TONS PER SO FT AND RAL NAVE A MIN0/,M N$'S4
S� I 2"XIO"F.J. • Ib" OG. \ \\ U+ N \ \\ OF C0VM 22. PATCH AS RESRRSS AL AREAS WINE NSI i MAS BQN. R#'IOMED 76, CONTRACTOR SHALL DETI;OP w'EfNR. THE EXISTING RMTRICAL
\ \
131 12" 0 TUBE FOOTINGS \ ANwm NEW YORK ABUTS FASTINS. Him EXIBIiMS K%J ARE R ever, SERVICE6SU F�TO 9SNICE M FEW ADDITION AMD SHALL
•A I I Z�� I I \ \ Q T MIN. 36" BELOW'GRADE \ \ OR /EY OPEUNSS AM CN.lID FORM E%FSTON6 YYVJ.S PRIOR TO NOTIFY TME ACOOR'DINSLY. AL B.00TRHCAL NOW SHALL BE SOARD
P/IAV.. u -19 INSULATION , "r RAFTER, ETC, O•FRE
RERNIL O" S ALL 11 WALLS, (21UrN ROOT APPROVED. INSTALL AS PER OWNERS ORGnaN
- - - r--1 \ \ (MUST BE ON VIR61N \ 9. DEs1eN LOADS FIRST FLOOR-E LOA LIVE LOAD
T I \ \ PS I SOIL) \ POOR-5oIn9F-LIVE LOAD CONTRACTOR SHALL BRACE ewsilae AS REiRRlS7 IMTIL FAV YIMEx A5 ANY AID ALL TO INSTALLATION
ATION OF AND/OR TV ,yALL y l" IN
SFTEGIPfED IS INSTALLED. WALLS PRIOR TO IWTALLATION Or NNALLEOrVID, AL1. TEO+EATURE
N I I I I 0 D \ \ LIVE LOAD
CEIJ�NS F SO •-�LiVE LOAD CONTROL Wlwxe SA.L RIM CONCEALED IN HAUA R=R9 AIaroR
I 0I \ I 25. CONTRACTOR SHALL REP AS R WREDRML EXISTINS PLJ,MEINS, 6011-11406. VERFY an".SWITCH AND LIE NTINS LOCATONS WITH
l0. DESIGN THEM 5TRES6 -DOUSLAS FIR SOUTH,NO.2 SRADE FS i•-1�--N
Q L -J \ I 5I. ELECTRICAL,NR{UDITIONING, AND MATINS Uw3 WHICH IN BE•E!E OWNER PRIOR To INSTALLATION.
111 =I \ -O 625 PSI,E • I NTN TAN CONSIRUM'LA PROVP DO SLE HEADER.RETS AT ALL OPENINGS.
1 I Z,. ALL 'MCPD•LhM'LAMINATED VEJ<$t LIMBER TO ZE DCRAI.AS RR A9 Ji. fxX,d.E JOISTS UDEt ALL PARTITIONS PARALLEL TO FRAMING AND
IANGHOR R BOND WITH $5 AR MANIA ALTUfED BY TPo S JOIST CORP.OR EWAL SM AS INDICATED ON ( �,
1 BEAM (BEAM I rV m II. ALL HP U LESS DE D1 arH IN 2'X4`YULl.S 1 E)1'xb' IN RJJE, MICRO-LAM MSTNlAnd16 51WJ.BI IW STRICT CONrOE1ANGE Ni TIE CONTRACT D006EILI5�ERAMyY INDICATE THE SCOPE Mb pMLltt \`/I
" -.YE�LGAI- - - - PDC.KQ- }Y�j( Af,( 1$ _ PQGKET - - - - - (V 2'X6'WALLS UHL26S NOTED ONEiY719G WITH S, MICR -LAMISPGIFI TIONS AND F39 IM STDATINS,CON OF THE WOR,SUT NPU NOT S ENE N E ICA FIS ERRORS OR
12.ALL LEADER SHILL SEAR ON 4•X4`POST •2'x4•WAU.9 OR 4'X6' OMISSIONS,AND ANY YORK CA LRD FOR IN THE'SPEOIPCA{TOOONd7 NO HOT
I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - POST 02•X6'WALLS UNLESS NOTED OTMNSE. >S. ALL Mn'IL JOIST NVt/BE19 NO OI/At FETAL CONNECTORS REWIRED 9FIONI ON THE DRAWNa9 AND NOT LALL01)FOR IN THE SKCFICATIONOTEi i0
SHALL BE'PCO LOHKCTOA'OR EOLAL NDI SHILL R'CAPAK! OF B"PES AS IF THE WkiP WAS CALLED,FOR M a01'NI.ANY AND ALL
ANCHOR , BOND WITH MI5 RLBAR EXISTING POURED GONGRETE i S. PABUSH AND INSTALL 51 NSLL STAT ON 6NHOKE x!KmNO ALARM HOMINS LOADS 0 CONNECTION POINTS INSTALLATIONS SHALL SE N WORK NO ANY AND ALL MATEN6"NOT LEM N THE ED DOCUMENTS THAT
• 12" O.G. VERTICAL FOUNDATION DEVICE IN COM9JANCE NTH IAV YORK STATE BUILDING CEDE. STRICT CONFORMANCE NTH MANAACTIaai SPECIFICATIONS NO AN FORAM OR CAN BE REASONABLY OR NORMALLY BE INTERPRETED ORLu
14. NUL ANDOWS SHALL BE W M POWA-V#ILD WITH HION PERFORMANCE RBGOWIipAnONS. CONTRACTOR. ,SHALL BE FURNISHED A D MSTAUM ISO TIE
r GLAZMS AS MAUPACTRID Sr ANDERSON WNCONILLS OR EaA_ INCLUDE 2b. DOELE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND ATOPIC
D INSECT SCREMs NO JAMS EXIDOM AS RHOMBI. ALL OF8UNB5,
SrG�RA0T2I•C 3 1/2" STANDARD STEEL PIPE 1.L
qO,,xE!POPPxI5PPDEEp POURED z Lu
NS
POINT
r- 1 � OPENING PROTGTION 8Y
ABP �-
ri- 1 �� � - � - � - WOOD STRUGTU ' !�L PANELS
SEE DETAIL SHEET FOR p
HIGH WIND GONNEGTION o �s)
1
L _ _ J L _ _ � L _ _ � PURSUANT TO 160ci . 1 .4, SEE
I I i I LL p
I �
FASTEN I NG SGHEDULE ON REQUIREMENTS o
cowrrt7oNDARO sTN A ,aFF, PIPE I I
50`X50"XB`DEEP POLARED
GONGRETE FOORTIN6. ((TOP) DETAIL SHEET IN THIS SET
CL �-
POINT Q
1 I3�
I I I I I I ■Lo q, J I I 0
3CL
;
Favim PORTON OF FASnNO
- - - - - -
I
L- - - - - - - - -- - - - J, - - J • 12" O.G. VERTiGAL I FOUNDATON KILL ON 8"XiIi
REO CONCRETE FOOT( " L - - J L
I f
o l 1 L - - - - - - - - - - - - - - - - - - - - -
COMPALTI - - - - � 2
I I FILL W/ I d 5
4" PLG
A
SLABNCHOR CBONICA-WITH- -MI5-REBAR- - - - - - - - - - - - - - - - - - J.
• 12" O.C. VERTICAL
16'-4• 19'-4• 22'-6„ PP
36'-2"
m
0
TYPICAL ROOF GONSTRU�rInn Q
FOUNDATION PLAN ASPHALTSHIN6LE ROOFING
OVER 150 ROOF FELT ON 1/2" GD X PLYWOOD
2 5GALE: 1/4" = I'-O" 2"x12' RIDGE SHEATHING. 2" X 10" ROOF RAFTERS • 16" O.G.
RIDGE VENT
TYPI i GONSTRUGTI N Q
fI#+eLl IRloee Nolle vert 51NCSLE PLY RUBBER ROOFING R- 30 INSUL MATCH E%15TIN6 SID( HOUSE
N tg�' LL
OVER 450 ROOF FELT ON 1/2" GDX PLY F
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PRRA�eIIIWpAN�� PITCH ROOF FROM RESIDENCE
1b00I4.F wiJp INSULATION STUDS • 16" O. R-15 A
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FIRST FLR. W/MIN. R-19 BATT. NSULATION •R--
20' - o" Z
2 HURRI GANE GL I F DETA I L 3 R I DG E VENT DETAIL ADE STEEL PIP GO�� GRADE a�
CRAWL SPACE
3-2"XIO" GGA ON h 90" X 30° XI5" a" POI1R® CONCRETE FOUNDATION
2 5GALE: N.T.S. 2 $GALE: N.T.5 12" 0 TUBE FOOTINGS MIN, 61RDER2" POURED CONCRETE SLAB POURED CONCRETE WALL ON A a" X 16" POURED L- f1-
36" Bi 6RADE (MUP MILL VAPORI FOOTINS. (TYP) GONGRETE POOTINS 6 x
BE ON VIRGIN Sou - -- - - 7 LIQUID MEMBRANE IOU
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DESIGN CRITERIA -- - -- - - COTE OVERFoo
covE OVER FoonNG S
WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER TGE SHIELD FLOOD LVE DEAD WALL SHEATHING IU5E/ HEIGHT FIRE (OPE OF
SNOW grew DESI6N DESIGN UNDERLATI ENT HAZARDS AD LOAD �� IIFPLIFT LOAD r TION LOAD OCCUPANCY AREA ONSTRUGTION BHT, p,
LOAD GATf60RY LIiE JERMITE DECAi TEMP. REQUIRED J.GLASSIFIGATION
4 GROSS SEGTION 2
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20 GA. STRAP 10 2 b
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A3�- Ghimney Framing
SEGG1ND FLOOR LI 2-2 [2'M 2-2k 2-2k12wox.
L — r — -- - - - - - - - -- - - - - - - - - -ROOF RAFTER RIDCF DETAIL SEGOND PLAN ST.2 No.
3 56ALE: N.T.S. s 5GALE: v4° = V-o°
9'_5" T'-7" 221-6" �F 3
CORNER AND PARTITION POSTS
RAFTERS AND CEIL
RO
ROIOF TRUSS PPROVE P C
SE ED Aft
Nor
NOTE: TOP PLAT
A THIRD SND AND/OR PARTITION INTERSECTING TOP PLA � zP
TOP PLA SECOND STORY TOP PLATE- BACKING STUDS SHALL BE PERMITTED TO BE
SEE DRILLING AND OMITTED THROUGH THE USE OF WOOD BAGKUP
NOTGHIN6 PROVISIONS CLEATS OR METAL DRYWALL GLIP5 THAT WILL �I
J015T 15 PERMITTED To SERVE AS ADEQUATE BAGKIN6 FOR THE FAGIN6
FLOOR JOIST- BE GUT OR NOTCHED MATERIAL. 4fSTUD 1 er
SEE DRILLIN6 AND BETWE THESE LIMITS WALL STUD-
STUD 'rT No. 024 y0
SEE DRILLING AND qr
BOTTOM PLA AGM SEGTON 33..11.11 NOTGHING PROVISIONS / /� G BORED OLE MAX FOFNE� z
WFGM SECTION 3.4.1.1.1 FRAMING DETAILS DIAMETER
E STUD DEPTH �ME° R 409MAX 6
c y OF STUD DEPTH
r 5/b" MIN. TO EDGE 5/b" MIN. 70 EDGE d
OR BLOCKING 01ST ENDS TO BE 5/b" MIN. TO EDGE
BAND JOIST AND BRID6ING BLOATED AGAINST
TOP PLA OR BLOGKIN6 5EE FGM SECTION 3.3 ROTATION IN ACCORDANCE 5/b" MIN. TO EDGE p
� WITH WFGM 3.3.1.3-END RESTRAINT NOTCH MUST NOT EXCEED NOTCH MUST NOT EXCEED
BEARING AND 3.3.1.4 BR106IN6 Ibd NAIL AT 24" O.G. 6YP5M BOARD INSTALLED IN 40% OF STUD DEPTH 25% OF STUD DEPTH
WALL ACCORDANCE WITH WFGM TABLE 3.1
I IN.x4 IN. RIBBON
BOTTOM PLATE LAP JOIST 3 IN. MIN. GUT INTO STUD -
FOR FIRE BLOCKING IF HOLE 15 BETWEEN 40% AND 60%
BAND J015T BORED HOLES SHALL NOT BORED HOLES SHALL NOT OF STUD DEPTH THEN 5TUD MUST BE
OR BL06KIWOOD STRUCTURAL PANEL BE LOCATED IN THE SAME BE LOCATED IN THE SAME DOUBLE AND NO MORE THAN TWO
6RO55 SECTION OF GUT OR
SILL PLA J015T g INSTALLED IN ACCORDANCE GROSS SEGTION OF GUT OR SUCCESSIVE 5TUD5 ARE DOUBLED
(ALL PANEL EDGE$) WITH WFGM TABLE 3.1 NOTCH IN STUD NOTCH IN STUD r AND 50 BORED
CRAWL SPACE 5UBFLOOR BRAMINGAMEMBER5NOTAAT
F BASEMENT PANEL EDGE5 WFGM 1gg5 SEG H16H WIND EDITION WFGM IGg5 55C H16H WIND EDITION
FOUNDATION MONOLITHIC
FOUNDATION (Q) OUTSIDE GORNER DETAIL SECTION 5 .4.3. 1 . 1
FOUNDATIQN SECTION 3 .4, 1 . 1 . 1 FIGURE 3 .2E3
EXTERIOR CORNER FRAMING NOTCHIN(5 AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS
PLATFORM FRAMING INTERMEDIATE BALLooNFRAMING
BEARING WALL LJFOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS
ROOF FRAMINDOUBLE TOP PLA --�
TYPIGAL WALL, FLOOR -AND ROOF FRAMING 2x4 CONTINUOUS -
LATERAL BRACE AT 6' O.G.
ENDWALL JOIST TRU55 OR GEILIN6 J0I5T
PP DS 2-IOd NAILS
WIND-BORNE DEBRIS PROTEGTION FASTENING 50HEDULE TY COAL
FOR WOOD 5TRUGTURAL4 PANELS A R0� E�GTDOR5 1 GABLE END TRU55 Z I I I
A A CCI j J
BLOCKING
FASTENER 2 FEET 4 FEET b FEET BLOGKIN6 HEADER 5 TU c
FULL LEN6TH
TYPE PANEL SPAN 4 PANEL SPAN PANEL SPAN { PANEL SPAN L 5 D5 Q
4 2 FEET 6 4 FEET 6 6 FEET C b FEET NOTE:
UPLIFT CONNECTION 15 RE6�IRED 8d
SECTION AA AT EACH END OF HEADER AND MAILS
2 1/2" kb Ib" Ib" 2" 9" AT BOTT M OF H ADER STUgpS IN F–
HOOD SCREWS G WAADLLT 705 ANDHAT TOP AND 5d GOOIER NAILS AT 10" O.G.
QUI BOTTOM OF CRIPPLES
21/2H #8 6" 2" 2"x4" BLOCK NAILED To EAG Q
I6" b"
WOOD 5GREW5 BRACE WITH 4-I0d NAILS
a. TH15 TABLE BA5E1) ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. FLOOR BRAG NG AT END BA T / 6YP5UMBOARD W I I�I
b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL, 2 P GAL FRAMING AND UPLIFT Sd COOLER NAILS AT T' O.G. Q ! 1_.�
c. NAILS SHALL BE IOd GOMMON OR 12d BOX NAILS. `WFGM FIGURE 3 .0 b) lJ V 20 GAU6E STRAP Q
d. WHERE 5GREW5 ARE ATTACHED TO MASONRY OR MASONRY/STUGGO, THEY SHALL BE fJ G O N N E G T I O N S FOR OPENING 5 0-8d NAILS I(�l
ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE 8d NAIL AT 4" O.G. FAGE OF FOOTING Q
WITHDRAWAL CAPACITY OF 4Q0 POUNDS.
e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNE55 OF 7/16 INGH (11.1 rc) B ENDWALL STUD
WAL L L B T z" MAX. o CABLE ENDNALL BRACING
L IL5 BASED ON It
u SHEAR WALL REQUIREMENTS v
\ Tue < RIDGE TEN510N STRAP
USE b-bd COMMON NAI
21" CLEARANCE 21" G_JEARANGE D� PHRA6 GENTER 2x BLOCKING " N EACH END OF -I/4"
PRANCE ON 5HEATHIN6 JOINT /2 BUT NEED OT H/3 BUT NEED NOT
QUIRED EXCEED 40 FT. M 20 GAUGE STRAP
IN� 21" G EARANGE 5 D STATURAL PANELS XGEED IS FT. MAX.
RNA GABLE FAGG AND ON WALL BELOW
LAVATORIES SHOWER TUB BASED ON SHEARWALL REQUIREMENTS
RAFTER
GABLE ENDWALL, BALLOON FRAMwS FOUNDATION GLEARANGE FROM SLOPES
MINIMUM FIXTURE GLEARANCE5 HATER GL05ET5 PREFERRED METHOD 0 a
3 z°
— ROOF RAFTER EXTERIOR OR E£ARING RID6E BEAM w HALL RIDGE TENSION STRAP DETAIL o
®II —
® I 50%O6
TTHHE PLATE WIDTH
20 6A. STRAW ® (
®I TIE ACROSS AND TO(EACH TABLE R301 .4 -
METAL +
W/(8) 8d NAILS NAIL�ACH SIDE WITH b-Ibd MINIMUM UNIFORMLY DISTRIBUTED V
EACH SIDE mII
-).ADS (PSI)
TOP PLA 5d NAIL AT 6" O.G. 6YP5M BOARD INSTALLED IN F
ALL PANEL ED(5ES) AGGORDANGE WITH WFGM TABLE 31 USE LIVE LOAD
PIPE EXTERIOR BALGONIES 60
HOOD STRUCTURAL PANEL DECKS 40 n\
INSTALLED IN ACCORDANCE —
Ibd NAIL AT 24" O.G. WITH WFGM TABLE 31 PASSENGER VEHIGLE GARAGES 50
A--TIG WITHOUT STORAGE 10
T
a IOP PLATE FRAMING bd NAIL AT 6" O.G. ON ALL 6 X
• e FRAMING D1.2"MEMBERS o PAN _L
ATTIGS WITH STORAGE 20
TO
/�, EDGE5 AND 12 OG OM1 4t q
Simpson Strong-Tie • TO AGGOMMODATE PIPING PAAEIN6��ERc NC'- ROOMS OTHER THAN SLEEPING ROOMS 40 a
A55- ChimneyFromin SLEEPING ROOMS 30
g 5[mFHE) e
son Strong-TisHT. No.
(b) IN51DE CSTAIRS 40 CORNER DETAIL
3 ROOF RAFTER RID G7E DETAIL 2 GCRNER E RAC/ INC DETAIL EXTERIOR GORNE; - -R � � GUARDRAILS AND HANDRAILS 200
3 SGALE: N.T.S. 3 SGALE: N.T.5.
OF 2
(16%E 3.l �uuNFCM HIHINE) EDITION) The design of this structure Is based upon prescriptive approach using the GENERAL NOTES:
N!"t`�.�N6 SGirt4.���CWood Frame Construction Manual (WFCM) published by The American Forest and
Paper Association. I. All works shall be performed In accordance wlth all state, EO AqC
Non-structural elements are based upon The New York State Residential municipal, local zoning and building codes and ordinances 1�P M. T HSTF
NUMBER OF NAILS Godo-January 2003 having Jurisdiction and best standards of construction �a5 Nps Ck
JOINT DESCRIPTION NAIL 5PAGIN6 For the Gllmotic and Geographical Design Criteria, see Tale 8$01.20 on cover practice. P 9
sheet. The American Institute of Architects Conditions shall apply e �.
0 TQ „K:A OE-" 4-bd PER RAFTER All non engineered lumber to be Douglas Fir02 or better to all work performed on this project,
Wind Llmltatlons-Section 83012.1 2. The Contractor shall verlfy all conditions at the alta, Any {1 z
4-bd PER J015T Design Grlterla-5action 83012.1.1. (see Table 8301.2.12. for Wlnd-Born Debris discrepancies must be brought to the attention of the Architect a do
+. q-Ibd H LAP Protection prior to commencement of construction. The Contractor shall be S No. 024 �dGe
Fosterling 5chochl For Wood Structural Pal responsible for corrections not reported once he has started work r4TE pF NEYI
q-16 EACH L P Dead Load-section 8301.3 except for hidden job conditions. Z
' TIRE6-bd TI Llve Load section 83QI.4 3. contractor shall guarantee to the Owner that all materials aALlind O
Light and Ventilation-Sertton R303 Re+qqulpmant Incorporated In the work will toss new, and that all work F=
2-Bd EACH END M0 imam Room Mao-5sotlon 8804 will be of good uailty, free from faults and defects for period 0.
2-Ibd EACH END
Calling. Height-5ectlon R3� of one yeargform Giata of the Final certificate of Occupancy. p[
sanitaion- ation R306 4. The chltect shall not be responsible for the 4onstrvctlon mean, U
WALL FRAMING Toilet Bath and Shower Space-Section R30'7 method, technigUes, sequences or procadures, or for thesafety 11L1
2-Ibd (SEE NOTE I) PER FOOT Glazing-Section 8308 precautions and prop ams In connection with the work, and he r p
Barogms and Carports-Section 8909 shall not be responsible For the contractors failure to carry out
TOP 6�1 IN 21 0"-NAILEW 4-16d JOINTS-EACH 51DE Emorcloncy Escape and Rescue Opening-5ectlon 8310 the work In accordanam with the construction documents. The
j 2-16d 24' OG. Exit-Section R311 Architect shall not be responsible for the acts or omission by
la STUD Landing-Sectlon 8312 the contractor No changes shall be made In the documents
16d -section 8318
Ran'F� and/or the Wilding cm designed without the expressed written
2-I6d Stairwacyy-Section R314 consent of the Architect.
TOP OR BOTTOM PLATE TO STUD (END-NAILED) PER 2X4 STUD Handroll-Sectlon 8315 5. The contractor and all subcontractors shall maintain continuous
3-115dPER 2Xb STUD Guards-Section 8316 Insurance coverage statutory policies (Worker
4-I6d Smoke Alarms-Section R317 Compensation, etcJ and gerxsral liability In on mount not
Foam plostic-5oction R318 less than s 5 million and automobile liability and damage
BOTTOM PLATE TO FLOOR JOIST, BANDJ015T, ENDJO15T OR BLOCKING Flame Spread and Smoke-Section R319 coverage rot less than * 2 million. The Architect shall be W
( FAGE7NAIL4P) 2-16d (SEE NOTE 12) PER FOOT Insulation-Section 8320 named Insured on any and all policies. Q
Dwelling Unit Separation-Sectlon R321 6. Provide 0.025" aluminum termite Sheila over fibrous FLOOR TO FLOOR
FLOOR FRAMING Moisture Vapor Rete tiers-Sactlon R322 insulation at all perimeter sills. 51M50N 5TRON6 - TIE
T ct
4-bd PER J015T Protection Against De4ay-5action 8323 7. All wood In contawith concrete or masonry to be Wolmonlzed M5TA36 GONNEGTI ON
Protection Against Termites-Section 8324
Site Address-Section R525 or pressure creosoted.
T EACH END AceessibllIN-Section R326 6. A single station smoke detector alarm device shall be Installed
3-1641 Flood Resistant Construction-Section R32'l In each bedroom, on all floors and shall be all Interconnected per code.
141*14� K2 3 I¢d9. All bathroom without operable windows to be mechanically ventilated wind.
-
EAU JOIST
B-15d PER JOIST Design baFoundation-Chapter 4 s per New York State Code.
sed upon+ designed air-tempera presumptive load bearing values of sandy grovel and or 10. Heating to be designed t provide 'i0 degrees F. with outdoor
14T fgw" 3-16d PER JOIST gravel at 3000 pounds vre of O degrees F. and IS MPH
per square foot. Contractor to consult Arclteet If different Sall materials are 11. All mlectrlcai work to be In accordance to the rules and
ME
Zip 5M MOE-NAILEW I 3-Ibd PER JOIST found upon excavation, to
of N.Y.15.F.U, and a N.YAF.U. certificate Is ^�
or test hole, for alternative footing and foundation wall design. Pl to presented t the Owner at the completion of the Job. 1
' IN 12. Plumbing Installationto comply with State and Local codes II---
bd (5EIE TABLE 34) Foundation Notes, and the sewage disposal system to meet Health We�artment standards.
13. Do not scale drawl Use Figure dilmmnslons on
- .,.5 1/2" Ancor Bolts (5575-26) See short on this sheet for est y'
DIAGONAL BOA SFIf�A7t�IN5 8" poured concrete foundation wall, 8'-0" high, 3000 >< feet E All work a conform C to the rules and regulations it the New York fl
LU
"1(6" 0R i"Xis" 2 bd PER SUPPORT Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed anoa to be double Z
X O I 2 "xb" poured concrete wall footings, 90000 test g9lazed and all exterior door i have Insulated cores.
3-bd PER ���T 1 3/4"x11 1/8" Microhm Girder (or 3 1/2"xll 1/8" Power Beam) I5. The Insulation mini protection as Indicated on these plans exceeds LU
„ „ Ib
1 I A IN 4" poured concrete floor slab with bxbx010 mesh and vapor barrier the code's minimum standards.
Am
Sd COOLERS EDGE / 10" FIELD Damp proofinat exterior foundation below grade Section 8406 6. These drawings and specification are Instruments of service and
61P5UM A shall remain the property of the Architect whether the project for r (�
30"x30"x12" lap poured concrete column footings, 30000 test which they made Is executed or not. They may not be used Q v I
KALL SHEATIHN6 on any other project except by written authorization of the Architect.
8d (SEE TABLE 3A) Deck and porch floctings as noted, 30000 test, 48" minimum burled depth
STRUCTURAL PA 17 Architect has not been retained for site supervision, on-site
FfREBOARD PANELS Foundation wall to extend a minimum 8" above finished rade inspection and certifications as required or requested by the Owner, O
All footing to be carried down to undisturbed soil g contractor or local Wilding department, 5 ON STRONG - TIF p
l/I6" bid 3" EDGE / b" FIELD 9 MT 12 No footing shall be set higher than a in degree angle from any other footing
25 6d 3" EDGE / b" FIELD Pour no concrete on Frozen ground or In Freezing water
Sd COOLERS I" EDGE / 10" FIELD Provide 3 1/2' steel Icily columns.
M Blockfill Shall not be placed against the wall until the wall has suffluent UPLIFT - CONTINUOUS PATH CONNECTORS I
HARDWARD 8d (SEE TABLE 3A) Strength and has been anchored to the floor above, or has been sufflclentiy
bd (SEE TABLE 3,9) braced t prevent damage by the backflll (Section R404. .1) USE SIMP50N STRONG-TIE CONNECTORS
P Floors - CM Prescriptive Method. FOLLOW PRODUCT SELECTION GJIDE AND 111 LU
Floor framing shall be nalled In accordance with Table 3.1 WFGM HIGH WIND INSTALLATION MANUAL FOR HIGH WIND RE515TANT
P)tABONAL BOARD 5HEATHIN6 (�
I^Xis^ �, I"�^ 2-bd PER SUPPORT EDITION. g CONSTRUCTION CATALOG G-HW02 LTP4 Q
I^ I 3-bd PER SUPPORT Fen coping 9 - Section
ect R9502.12
502 B 2
ANCHOR BOLTS IN FOUNDATION USE,
FLOOR ATHI NOTES FOR SPAGIRN6 INS PLATE, SEE FOUNDATION
Floor Ganstructloro LTP
STRUCTURAL PANELS 3./4" 055 plywood subfloor, Patten per Table 3.1 WFCM. SILL PLATE TO RIM J015T USE,
OR LESS bd b" EDGE / 12" FIELD Floor joists: sae Foundation and Floor Plans, spacing as noted. LTP4 16" O.G. AT EXTERIOR PERIMETER
d b" EDGE / b" FIELD Fasten per Table 3.1 WPCM. AND 6ARA6E/4OUSE COMMON WALL
16WATE-R THAN P5
2x6 GGA 9111 with termite shield and 9111 seal.
Finish Floors per agreement. USE (4)-8d NAILS AT EACH END
DIAGONAL BOARD 5HEATHIN6
I")tis^ OR I"X8" 2-8d PER SUPPORT Wall construction - WFGM Prescriptive Method. 6ARA6E SND GARA6E SILL PLATE USE,
I" :, 3-bd PER SUPPORT Wlallframine ondfinlshing shall be nalled and or screwed in accordance with USE (4)-8d NAILS AT NNECTOR AT IEAGOH END
I WI R Tabic 3.1 HillPLATE
I. NAIL REQUIREMENTS AREA BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE . IF WALL SHEATHING 15 NAILED 3" Oa, wrap
verhangs s s noted. RIM JOIST TO STUD CONNECTION USE. SILL L/ \TE TO RIM
- JOImo.- T AND
ON-CENTER AT THE PANEL EDGEMTS 12, le O.G.
TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS `Vinyl vented soffits.
SUCH AS SHEAR PLATES Tgve num gutters and leaders.51ding: see Elevations. FLOOR 80 FLOOR CONNECTION 05E: RIM JOIST TO STUD GONNEGTI ON
Tyvek hausewrap.
SHALL Be USED TO MAINTAIN THE LOAD PATH. I/2" plywood sheathing, see fastening schedule, Table 3.1 WFGM. MSTA 36, Ib" O.G,
2, WHEN WALL 5HEATHINe CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED TO BE REDUCED TO 2x4x Studs a 16' o.c. with 2x4 shoe and double 2x4 plate USE (4)-8d NAIL5 AT EACH END
-6d NAIL PER FOOT. 1/2" 6ypsvm wall Word
5/8"T e X GWB In garage. RAFTER TO STUD CONNECTION USE:
(TA51,Z 32, AHFC'M HI6H WIND EDITION) 1/2" MR ENO In wet areas MTS 12, EACH ROOF RAFTER 51M50N STRON6 - TIE
At lest one window In each sleeping room shall conn with the exit re irements USE 8 Ibd NAILS AT EACH END MT530 OR M5T12 0
SILL OR Bc',r^TT`M' PLATE TO FOUNDATION ANGOR BOLT CONNECTIONS RESISTING LATERAL of section 8310• P g P y q RAFTER TO RIDGE TO RAFTER CONNECTION USE: U
51-1EAR LOADS Note drilling and notching limitations In figure R602b0U for bearing walls and HI EACH ROOF RAFTER
figure R 602.6(2) For non - bearing walls. DECK P05T TO CONCRETE CONNECTION USE: LU
XN-EPR 93LT COMNEGTIQ OUN5)ATION BRAGINB NALL PERMITER MAXIMUM ANGOR BOLT SPACING Fallow exterior corner Framing detail figure RbO2.10,5 P5544A FOR EACH P05T
5UPPORTIN6 ED6E NAIL 5PAGIN6 (IN) (1/2 ANGOR BOLTS) Roof aesemblles - I-✓FGM Prescriptive Method STUD TO ROOF RAFTER J
DECK P05T TO 61RDER CONNECTION USE: LL
I ST(*ty ALL 46 Asphalt strip shingles shall have minimum of six (6) fsteners per shingle (section PC44 FOR EACH POST Q '
�l>�LT7 R905.6) GONNEGT I ON
tCrRAWIt GPA ,pFt'BA MITA STORY 23 Undarloyment application (section 89052.1) 61RDER TO DECK JOIST CONNECTION USE:
WALE. MlPLATE Tb Fn41Fll3A.TiQN I-2 STORY 8 19 For roof slopes of two (2) units vertical In twelve (12) units horizontal 0'7- MT512 a EACH JOIST
( b 36 percent elope).
up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), PORCH POST TO DECK USE:
NOTE, MAX 12"PQM E?�H G08NE�2' AI D'EAGH 3PL..tGE, f"RC1r/IDE BEARING PLATE BY SIMPSON SEE DETAIL. Shall a Slop"')
P512o (ALIGN WITH JOIST BELOW)
slhall be two (2) lymrs applied M the following manner. Apply A 19-loch (483)5trlp
(TABLE 52 ANFCM HIGH WIND EDITION) of PORCH POST TO GIRDER U55 P6'720 �
SILL OR BOTTM PLATE TO FOUNDATION ANGOR BOLT GONNEGTIONS RESISTING LATERAL underlayment felt layers with and Starting at the eaves , fastened sufficiently to PORCH ROOF RAFTER TO GIRDER USE,p
hold In lace. H2.5A AT EACH ROOF RAFTER v
Q SHEAR LOADS Starting at the cave , apply 36- Inch wide (914 mm( Shoots of underlayment, Q
overlapping SHEATHING LOCATION STUD 5PAGIN6 5TRUGTURAL SHEATHING MAXIMUM NAIL 5PAGING
5HEATHIN6 LOCATION STUD 5PAGIN6 BRAGING HALL PERMITER MAXIMUM NAIL 5PAGIN6 successive sheets 19 inches (483mm), and f9tened sufficiently to hold in place. OR PANEL SIDING FOR 8d GOMMON NAILS �-
OR PANEL SIDING FOR 8d COMMON NAILS For roof slopes of four (4) units vortical In telve (12( units. (SEE NOTE 1)
(INCHES O.G) E NOTE 3 " ANCHOR BOT Ice Protection (Section R905.2.1.1) (INCHES O.G) NOTE 3 2" ANCHOR T -{..1
E b Underloyment In High wind (Section R9 �� ZONE
ib
05.2.1.2) 4 PE E •-
4" EDGE 89
ZONE 16 Flashing (Section 05.2.8) ED ONE F b NO
F NO Chimney and fireplaces - Chapter 10 E b S
E 6 Energy Efficiency - chapter 11, see attached report INTERIOR ZONE Ib
INTERIOR ZONE ib Machanlcal - chapter 12 F E W
F 12 General Mea ionlcol System - chapter 13
Healtng and coolln equipment - Chapter 14 E 4 4 i,
E= NAIL SPACINO AT PANEL E06E (INU Exhaust 5ustem - Chate15 P GABLE ENDWALL RAKE AND RAKE TRU55 - X
F 4 E NOTE 4)
Duct System - Chapter 16
Comp
RR NAIL, sPAGIN9 AT INTERMEDIATE 5UPP08T5 M TFIE PANL`L FIELD (IW bustion Air - Chapter 1'f m
FOR,W+tiLL SHEATHING WI1H 4 i'�T OF THE CORNER, THE 4 EDGE ZONE ATTACHMENT 6
Plumbing and Port VI
- Chapter IB E= NAIL 5PAOIN6 AT PANEL EDGE (IN)
2'TA!lULAt1tD F2" Cf;�y,.NAIL.9PAGIN6 A9yJMCs 5H6ATHIh16 ATTACi D TO 5T)D FRAMING MEMBERS WITH Pllumbng - Part VII NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN)
1.
�q fi?I. FRAMING WITM 0.4^4<6cG?r,+44• TFC NIr+iL SPACINGS SHALL BE,REDUGED TO 6' O.G. I. FOR ROOF 54-1EATHIN6 WITHIN 4 PTT OF THE PERIMETER EDGE TA THE ROOF, INCLUDING 4 FEET ON EACH
'G':'FG7R'@ IE'3FR. PANC9 , GALVANI?,1'"D BdDG NAILS SHALL fJE PERMiTED TO BE 51165TITUTED SIDE THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
NAfL - 2. TABULATED 12" O.G, NAIL 5PAGIN6 ASSUMES 5HEATHIN6 ATTACHED N LINS SPACI FRAMING SHT. No.
MEMBERS WITH 6>0.49. FOR FRAMING MEMBERS WITH 0.42<6<0.49 THE NAILING SPA:GIN65 SHALL BE REDUCED
TO 6 INCHES O. G.
3. TABULATED 6" O.&'NAIL SPACIN6 ASSUMES SHEATHING ATTACHED TO RAPIER ikusS FRAMING
MEi4BI WITH 6>0.49. FOR fRAMIN6 MEMBERS WITH 0.42<6<0.49 THE NAILING SPACIN66 SHALL BE REDUCED
TO 4 INCHES O. G. r
4. TABULATED 4" O.G. NAIL 5PAGIN6 A55UHM 5HEATHIN6 ATTACHED TO RAPT'ER/TRl FRAMING
MEMBERS WITH 6X7.49. FOR FRAMING MEMBERS WITH 0.42<9t0.49 THE NAILING SPACINGS SHALL BE REDUCED
TO 3 INCHES O. G. OF 2