HomeMy WebLinkAbout37730-Z �> 7/15/2013
rSUFFp(,� Town of Southold Annex
P.O.Box 1179
54375 Main Road
o O T Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36396 Date: 7/15/2013
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 190 Laurel Ct. Laurel,
SCTM#: 473889 Sec/Block/Lot: 125.-4-24.13
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
12/20/2012 pursuant to which Building Permit No. 37730 dated 1/7/2013
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:
sunroom addition with rooftop deck and rear deck addition to an exisiting one family dwelling as applied for.
The certificate is issued to Lillycrop, Lucy&Foy,Joseph
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37730 6/5/13
PLUMBERS CERTIFICATION DATED
Auth Sign re
=� TOWN OF SOUTHOLD
`OSUffo�X�oo BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
3?z+.UTI
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 37730 Date: 1/7/2013
Permission is hereby granted to:
Lillycrop, Lucy & Foy, Joseph
275 W Central Park
New York, NY 10024
To: costruct a sunroom addition & decking as applied for
At premises located at:
190 Laurel Ct. Laurel
SCTM # 473889
Sec/Block/Lot# 125.-4-24.13
Pursuant to application dated 12/20/2012 and approved by the Building Inspector.
To expire on 7/9/2014.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $639.20
CO -ADDITION TO DWELLING $50.00
Total: $689.20
Building Inspector
_ 0) _
C.j
Form No.6
TOWN OF SOUTHOLD 6'3j
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00
Date. - Z
New Construction: Old or Pre-existing Building: (check one)
Location of Property: No Ca uJe(_ C,i MA--r !TV&L
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section I��� Block d . Lot lc/, 1-2)Subdivision �A 1l Q L L!N�zS Filed Map. 7 Lot: 7-
Permit No. '7 0 Date of Permit. 7-13 Applicant: NOrK171 �T5u4ta/✓J CfYJnCic77n5 /VC
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: /
�/
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:
Applicant Signature
suFFoc�r
Town Hall Annex 0� COGy Telephone(631) 765-1802
54375 Main Road c :� Fax (631) 765-9502
P.O. Box 1179 0 -
Southold, NY 11971-0959 y?jpl �.a�� roger.richert(a)-town.southol d.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Lillycrop/Foy
Address: 190 Laurel Court City: Laurel St: NY Zip: 11948
Building Permit#: 37730 Section: 125 Block: 4 Lot: 24.13
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: SBA: Afton Electrical Contractinc License No: 42941-me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 2 Twist Lock Exit Fixtures TVSS
Other Equipment: sun room-1-paddle fan
Notes:
Inspector Signature: Date: June 5 2013
Electrical Certificate.xls
sooryolo
couwr+, '
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
NSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: I --✓
DATE INSPECTOR
�O��Of SO�T�O
o�ycoy,�
TOWN OF SOUTHOLD BUILDING.DEPT.
765-1802
INSPECTION
4WAz [: FOUNDATION 1ST [ ] ROUGH PLOG.
[ ] FO ATION 2ND INSULATION
[ FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
.76
c
DATE INSPECTOR
377jp-?�-
pP SO
moo! • �� . .
ye0UN1'1,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION - —
[ ] FOUNDATION 1ST [ ] ROUG LBG.
[ ] FOUNDATION 2ND [ SULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICA L)
REMARKS:
DATE //,3 -INSPECTOR
i
pF SOOTyo�
0
COUNi`1,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE l j INSPECTOR Z
OF SOUlyolo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION ..
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) kELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
0� 7 736 : OF SOUlyolo
COU Ni'1
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [[ S IO] INN
[ ] FRAMING /STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR l
FIELD INSPEETl'I; N REPORT DATE COMMENTS
FOUNDAnON(IST)
d
FOUNDATION(2ND) 't�
•
H
ROUE-H FRAMMG& y
PLUMBING
W
INSUL•ATION PDA N.Y.
H
STATE ENERGY COXIE
FINAL
.ADDITIONAL COMMENTS
C' a.
0
d
l
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans ✓
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey ✓
SoutholdTown.NorthFork.net PERMIT NO. Z 7 Check ✓
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application
Flood Permit
Examined � ,200 Single&Separate
Storm-Water Assessment Form Vol
Contact:
Approved { ,20_ Mail to:
Disapproved a/c q (�
Phone: _ I�✓jJ�'�pbp"�
Expiration 7 202 \ �L/d
�n E Building Inspector
D v PPLICATION FOR BUILDING PERMIT
DE 2 Q Date �a - /J , 20 /2-
INSTRUCTIONS
BLDG.DEPT.
a. This a 0q IT pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
i
�,tCktJ� �t,4wn Ctl'1jYYcr.Atic inIG
(Signature of applicant or name, if a corporation)
11 rL."ST C Pit) (U eo c,l6t6 N 11'17$
(Mailing address of ap licant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Gr"e
Name of owner of premises ►�
(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. 60351 - H
Plumbers License No. 2-$,g9-M P
Electricians License No. 61 `Id-
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section Block Lot /
Subdivision C AUOe L LIwks Filed Map No. Lot C2
2.. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Res, At."+ 141 1-66ne
b. Intended use and occupancy S m�
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. -Estimated Cost, l7 vUv Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
r i ,
7. Dimensions of exi§tin structures, if any: Front '17 ,. Rear --�l _Depth 3
Height Number of Stories
Dimensions of same structure with alterations or additions: Front -2 7 Rear -7-7 .
Depth ! "Vt Height Number of Stories
8. Dimensions of entire new construction: Front Z Z Rear Z `� - Z De th C7
or
Height I/'(ep' Number of Stories
9. Size of lot: Front 5 e� Rear 11.9 2 Depth
10. Date of Purchase Name of Former Owner D'q
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO)�—
13. Will lot be re-graded? YES NO_Will excess fill be removed from premises? YES NO /f
�
i 75 C tY�i Pe-A-we,5T,a 3-1
14. Names of Owner of premises JObr011 Address NEw yoti i joo4•Phone No. _ Q qqO -01?7
Name of Architect - I EF F a j 1-14 2 Address'?,a,&Gay+ 5i*QfjtPhone No &&I -26 r- 8160
Name of Contractor -. oi+tj Gui'oz, Address 11 1&sr�,vo jU Phone No. a.,,i - 910 -"f-
No2-11 iS,.APjn Cm4cacTlnj goctl 0 - "
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES / NO
IF YES, PROVIDE A COPY. �NcLoSE✓� f3�d'/doyR� LETTL'� rd4m GL /"VihE O,ri�l�/S
STATE OF NEW YORK)
SS:
COUNTY OF )
,J0N Oijl 6 being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,IVO 1774 15,.4 � ' 7 &me-�/0"lV O(S)He is the ®1l � If
ontractor, 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 ALLI �]I�ICHELLE GOLD3York
�� day of �' '\ P, State of NeNO. 01G06251709au'�� alified in Suffolk oukVN otary Publ c Expires 0 Signa ure of Applicant
i
eTown of Southold - Chapter 236 - Stormwater Management
g
SWPPP - Storm Water Pollution Prevention Plan Assessment Form
GENERAL INFORMATION: (All Requested Information is Required for a Complete Application)
APPLICANT NAME: "Owner-Agent-Consultant- ntractororo (Circle One) Property OWNER.,(If Dlfferent than Applicant) i
J a Hti (rv/DJ rJ
Addr� /Q5T Address,, �.
C po LA•dru e IA- INA-rni1-vcA_
.. Telephone — J,^ :51FaXu:G31 $Z/ SL5 f ! TelephoneA1;9, /•�O-0��7 Faxfi:
f j ,
Mar: �
E-Mail:
� . ��.rv/
Property Address: I /aor� e J �,NC Brief Description of Construction Activity,Proposed Structural BM Ps,Soil
S.C.T.M.N: 1000 JA S .8Stahalization BrvIPs,Project Scope and/or Sequence of Construction Activity f
Drstritl Saco.. ebck Lot (Provide Addaional Pages as Needed) .
Name of Contractor andlor Contact Person Responsible for Im lamentation of SWPPP: A/�/J�nV fIJ � /� /.S 17
Aliei�# Ts�Awo �'n►ftri,al7iy 1/oH�/ !37/i/Jd _ _^__ �// __. --- --------------
Address: --
I r CC�Sv- �ad 2aL o ��- 117 s.T
Telapone Fax# _L^_--------~-------
Ma :EV�(��'/e-/1 (�,Y /�e�/4!v♦G/o���./ rF5/g A�i yDl/2,,c((r'' .�J J q9-/rl7►i`0 /S/8 ----------
-------------
NameBO r _
i(of Persons
�Responsible
gfor�Installation&Maintenance of Erosion Control Practice:
le s' U Gt77aiY� r
ar7 N "' (// (� -- ------------=----------------------.-_----- i• �
Address:
/ `i`7% C iV� /�' l/ �i /7Cl ----------------------------------------------
Telephone Fax# ------------------------
�31 gG�(o(v83 63 z - S ------_-____�_____.__._
E-Mail:
Wdo 6a -------------------------------------------
.Total Area of All ��/O! S Total Area of Land Clearing t/Z® r f�
--._---------------------------------•-----_-__
Project Parcels: / an, Ground Disturbance: TT
(SF.l (S
Aces .F.r A
)
aas)
Project ion: Start End ^Y_-__-' _::.., n_______-___ ____•„_„._
(Anticipated) 46 bate:( 7 f?j
7• 3
(Number al CaienderOeysl -•----.•----....__,_._,..•__,..•___ �
Will this Project Disturbe five(5)or More Acres at - - -- - ~--•__.._.,._____.___._____.___._
Any One Time During the Proposed Development? Yes No ------------ - -- ------ -•--_._...._---_-_-------___ {.
If YES:Please Answer the Following)
a. Does the Applicant have a Qualified Inspector On
Staff To Conduct the Required Inspections? Yes No
b. Does the SWPPP Indicate How Frequently the Site = O List the NAMES or description ofall Potentially Impacted Waterbodies andfor Wetlands: i
Inspections will Occur and for What Period of Time? Yes No
C. Does the SWPPP Adequately Identify All Temporary Q U __._!1�± _.______.__-__.__________._____._____-___,_,-_•.
and/or Permanent Soil Stabalization Measures? Yes No -�-- --- - --- -----___
d. Does the SWPPP Adequately Identify a Complete ---------------------------
Project Phasing Plan? Yes No Status of Impacted Waterbody:(eq.TMDI_,303(d)Listed,Impaired...) 1
e. Does the SWPPP indicate Additional Site Specific
Practices that Will be Utilized to Protect Water Quality? Yes No
f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eq.Lake,Creek,Bay,Pond,sound,Freshwater Wetland_) '
Of Intent and SWPPP Acceptance Form for Review r
by the Town of Southold? Yes No
STATF.OF NF.W YORK, I
COUNTY OF. ._.L1 -..............SS
That I,....I.L.l.. (°1,,41•Mvid`u�W• g,•.gl ..-1 _t1.+ (being duly sworn,deposes and says thathe/she is the applicant for Permit,
ame o ,.�i rein Documenp , .
And that he/she is the ... QG1
{owner,Contractor,Agent,Corporate Ottcer,etc.) i
Owner and/or representative of the 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 l
that the work will be performed in the manner set forth in the application filed herewith.
Sworn to bef a me this;
...................... ��• I.
-----...........
..day of..... 20_�Z
/�✓%Z Notary Public: l�r ................
CH
ALLISON ELLE G LDSMITH (Si gnalureofApplicant)...........................
SWPPP Assessment FORM: 03-1 u IC - a e o New York j
N0. 01 G06251709
Qualified in Suffolk C nt
My Commission Expires 11 t
- - OF SD�lyo
Town Hal!Mnex Telephone(681)765-1802
5075 Main Road �� �gggppgg
P.O Sox 1179 roQEf:I1CheR(mLO1N�SOUCnOttl ny us
Souftld,NY 1197I-0959
BURDING DEPARTIIRENT
TOWN OF SOLTMOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY � /el'� ��,Q ',-�/0 Date: -
Company Name: i C
Name:
License No_: _
Address: n o r M- C1S�ic l
hone No.
`JOBSITE fNFORMATION: (*Indicates required information)
*Name: I h eP
*Cross Street
''FPhone No.: _ �� . . .... j
3
PeRnit No.:
Tax Map District: 1000 Section:—t� _ _ Block: 0 l Lot: . 13
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) nrc)c)r n _
�(1 Ao cat .
(Please Clyde AN That Apply)
Is job ready for inspection: / NO. Rough In Final
*Do-you need a Temp Certificate: S NO
Temp Infonmadon(If needed)
*Service"Size: 1 Phase - 313hase 100 .150 200 300 350 400 Other' .
*New Service: Re-gonnect Underground"-"Number of Meters. Change of Service Overhead
ditionai.lnfonnation PAYMENT DUE WITH APPLICATION
82_Request for Inspection Form
too TOWN OF SOUT HOLD PROPERTY RECORD CARD
OWNER _ STREET U VILLAGE DIST. SUB.. LOT
LA
ACR. / REMARKS .3}� }
TYPE OF BLD.
GUi on PROP. CLASS
03 060 r�wd�er ; Vo t�
LAND IMP. TOTAL DATE a30069 {fP
111r.66PI-40 Q L
7 —
z( jnc� ob lit 5c
2 G, A )ZXQQ ✓ z 0
FRONTAGE ON WATER TILLABLE
FRONTAGE ON ROAD WOODLAND
DEPTH MEADOWLAND
BULKHEAD HOUSE/LOT
TOTAL
r
OEM
paw
Interior Finish L.R.
D.R.
Rooms 1st Floor
Did Rooms 2nd Floor
I I. ...................................
LAUREL IDWESMIM
HOMEOWNERSArOGI&TK%RC, _
PA R6 E 7W5
Mat�NewYOlk l 5Z.
December 4, 2012
Mr. and Mrs.Joseph Foy
190 Laurel Court
Laurel, N.Y. 11948
Dear Mr.and-Mrs. Foy,
Thank you for submitting your plans/drawings for the proposed sunroom
extension to your home at 190 Laurel Court.The Board has reviewed your plans
and,hereby formally approves the proposed sunroom project. We wish you many
years of future enjoyment in your new sunroom.
Sincerely,
Board of Directors
Laurel Links Estates
Homeowners Association, Inc.
BY
Jai O Brien, President
REScheck Software Version 4.4.3
Inspection Checklist
Energy Code: 2010 New York Energy Conservation
Construction Code
Location: Suffolk County, New York
Construction Type: Single Family
Project Type: Addition/Alteration
Heating Degree Days: 5750
Climate Zone: 4
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation
Comments:
Windows:
❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.290
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Glass,U-factor:0.340
Comments:
Floors:
❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
Air Leakage:
❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or
solid material.
❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between
window/door jambs and framing.
❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or
damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed
to maintain insulation application.
❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air.
❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Air Sealing and Insulation:
❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7
ACH at 50 pascals OR 2)the following items have been satisfied:
(a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
Project Title: Foy Addition Report date: 12/13/12
Data filename: Foy.rck Page 2 of 4
(d)Floors:Air barrier is installed at any exposed edge of insulation.
(e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or
sprayed/blown insulation extends behind piping and wiring.
(f) Corners,headers,narrow framing cavities,and rim joists are insulated.
(9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall.
Sunrooms:
❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
Cj Materials and equipment are installed in accordance with the manufacturer's installation instructions.
Materials and equipment are identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
O Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
Duct Insulation:
Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
LI Building framing cavities are not used as supply ducts.
O All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means
of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or
UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically
fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa).
Lj Duct tightness test has been performed and meets one of the following test criteria:
(1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area.
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 U.
(3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area.
(4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area.
Temperature Controls:
O Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary
heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle.
Lj Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the
compressor can meet the heating load.
Heating and Cooling Equipment Sizing:
Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating(Sections 503 and 504).
Circulating Service Hot Water Systems:
Lj Circulating service hot water pipes are insulated to R-2.
Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
Lj Heated swimming pools have an on/off heater switch.
Project Title: Foy Addition Report date: 12/13/12
Data filename: Foy.rck Page 3 of 4
Pool heaters operating on natural gas or LPG have an electronic pilot light.
Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar-and/or waste-heat-recovery systems.
Lj Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a
minimum insulation value of R-12.
Exceptions:
Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source.
Lighting Requirements:
A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a)Compact fluorescent
(b)T-8 or smaller diameter linear fluorescent
(c)40 lumens per watt for lamp wattage<=15
(d)50 lumens per waft for lamp wattage>15 and<=40
(e)60 lumens per watt for lamp wattage>40
Other Requirements:
Ll Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is
above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V).
Certificate:
❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window
U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility
of the circuit directory label,service disconnect label or other required labels.
NOTES TO FIELD:(Building Department Use Only)
Project Title: Foy Addition Report date: 12/13/12
Data filename: Foy.rck Page 4 of 4
2010 New York Energy
Conservation
Construction Code
Certificate
Insulation Rating R-Value
Ceiling/Roof 30.00
Wall 15.00
Floor/Foundation 30.00
Ductwork(unconditioned spaces):
Glass& D.. •
Window 0.29
Door 0.34 NA
Heating & Cooling Equilipme
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
P
i
REScheck Software Version 4.4.3
Compliance Certificate
Project Title: Foy Addition
Energy Code: 2010 New York Energy Conservation
Construction Code
Location: Suffolk County,New York
Construction Type: Single Family
Project Type: Addition/Alteration
Heating Degree Days: 5750
Climate Zone: 4
Construction Site: Owner/Agent: Designer/Contractor:
Laurel Links Jeffrey Butler, P.E.
Permit#12/12 Jeffrey T.Butler, P.E., P.C.
206 Lincoln Street
Riverhead,NY
631-208-8850
,Compliance:
Compliance:12.3%Better Than Code Maximum UA:130 Your UA:114
The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Gross •
Assemblyor or D••
Perimeter •
Ceiling 1:Flat Ceiling or Scissor Truss 418 30.0 0.0 15
Wall 1:Wood Frame, 16"o.c. 486 15.0 0.0 21
Window 1:Vinyl Frame:Double Pane with Low-E 195 0.290 57
Door 1:Glass 21 0.340 7
Floor 1:All-Wood Joist/fruss:Over Unconditioned Space 418 30.0 0.0 14
Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation
Construction Code requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection
Checklist.
'T
Name-TitI6 I ure Date
� , of Ne
.oY T 6G 1
r* 0-
n I ¢
LU
N 2
07, 493
90FFS SIONP;
Project Title: Foy Addition Report date: 12/13/12
Data filename: Foy.rck Page 1 of 4
LAUREL TRAIL SURVEY OF
LOT 20
364 MAP OF
LAUREL LINKS
FILE No. 1444 FILED NOVEMBER 23, 2001
SITUATE
MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000- 125-04-24. 1 3
SCALE 1 "=30'
0 $0.00
LET °
OCTOBER 25, 2012
Ur
o PRBOR��(PE p AREA = 29,101 sq. ft.
'07 E " r' �`' '� 0.668 ac.
v G N n a " _ 00 CO
BELGIAN BLOCK CURB10 °
o
• ' ASPHALT DRIVEWAY
.
1 a "
a.
BELGIAN BLOCK CURB "
Cr?
:16moo. O N ��o F? .�
G U' "
77°B� PREPARED IN ACCORDANCE WITH THE MINIMUM
Nt:. ...0`?.... y STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
n`t �':%>�': :. BY THE L.I.A.L.S. AND APPROVED AND ADOPTED
n?€;� FOR SUCH USE BY THE NEW YORK STATE LAND
T
O Zo / �51a � TITLE ASSOCIATION.
p�
93
� O �• N �MM
N oOG ov
a e s1 ` 3`� .r1F�S" �' No. 5046
UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin ��-
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW.COPIES F
THIS SURVEY MAP NOT Land Surveyor
11 NEDGE THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
NTO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S.
T 9 ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S.
2!� 1,0 IS PREPARED, AND ON HIS BEHALF TO THE
6' J TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout
a°5 LENDING INSTITUTION LISTED HEREON, AND
6 TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727
S TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 1194.
25—C
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PROPOSED SUNROOM
ADDITION
a
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i G i i
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GRADE
WOOD STEPS AND Z i
RAIL PER CODE i ci
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---------------------------------------- CIA CIAO
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.L------------------------------- -----------------------------------
t�T---------------------------- ----------------------------------------J i
STEP FOOTING
30 DEG MAX. T�__,
i
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REAR ELEVATION �
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00
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EXISTING DWELLING U-
ENGINEER:
- - - - - - /O NEB�O
cT �-4 T.
co
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TOP OF PLATE —- -— — r w i
I Ao-ESS�°a,'
00
JEFFREY T, SUTLER, P.E.
TOP OF SUBFLOOR —- -— Q O
TOP OF CEILING —- TOP OF
O
CEILING z CV O v N
(PROPOgED MATCW EXISTING CEDAR SIDING O Q
SUNROOM) - • �- z (� O Z m
Jlj Y Tol
i
CQ 6
_ V _ W O
I j I` I — LL
TOP OF SUBFLOOR — - - " —" " - -- --- O N
(EXISTING) TOP OF
iZ
TOP OF FOUNDATION —- -— SUBFLOOR
(PROPOSED O
N
SUNROOM) GRADE p Q
U
m
00
•--- ---------------------------------- i �----J
PAGE •
TOP OF FOOTING ____________.______________________________________________-________--
`----- ------------------•---------------------------------------------------------------------------------
LEFT SIDE ELEVATION(
2 of I
THE ADDITION MUST COMPLY WITH TfHE 2010 RESIDENTIAL DESiGN CRiTERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHIOUT DETAIL SHEETS (ADDENDUM TO DRAWINGS SET).
CODE OF NEW YORK STATE, THE 20110 ENERGY CONSERVATION CODE WIND SUBJECT TO DAMAGE FROM
OF NEW YORK STATE, THE 2001 WOOD FRAME CONSTRUCTION WINTER AIR ICE SHIELD USE/
MANUAL, W.F,C.M. 2001, NFPA 10 STANDARD, THE NATIONAL GROUND SEISMIC FROST
SPEED EXPOSURE DESIGN FREEZING UNDERLAYMENt FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF
ELECTRIC CODE AND THE ZONING CODE OF THE TOWN SNOW DESIGN LINE
OF SOUTHOLD, LOAD (MP ) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP INDEX REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION
MODERATE SLIGHT TCO FROM 1998 PERIMITER EDGE ZONE ■ 312 pet EDGE ZONE - 29,1 per 6FD 29'4" FIRST FLOOR - 2234 SQ,FT, TYPE V
20 paf 10 B G SEVERE 36° TO HEAVY MODERA'ITE ll 599 YES FIRM MAPS '40 paf 20 paf INTERIOR ZONE • 29,6 psf INTERIOR ZONE ■ 24,6 pot (U,C,) SECOND FLOOR - 1436 SQ,FT,
2010 NEW YORK STATE CODE:
OPENING PROTECTION 15Y
These plane have been drawn In accordance with WOOD STRUCTURAL. PANELS
New York Buliding state Code, 2010 Edition as PERSUANT TO 1609,1.4, SEE
administered bg the Town of Southold,
FASTENING SCHEDULE ON
DETAIL SHEET IN THIS SET
SEE DETAIL SHEET FOR
HIGH, WIND CONNECTION
!
REQUIREMENTS
- z
.. o
- N
_ - a
TABLE R301..5 —
MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) - — —
ISTIN A-AIZUAIT CtlOF SHIN S (TY ) -USE LiVE LOAD -
EXTERIOR BALCONIES 60
DECKS 40 — --
PASSENGER VEHICLE GARAGES 50 _ - -
ATTICS WiTHOUT STORAGE 10 — — — --
- Z
ATTICS WITH STORAGE 20
ROOMS OTHER THAN SLEEPING ROOMIS 40 — —
a
SLEEPING ROOMS 30
STAIRS 40 — _
GUARDRAILS AND HANDRAILS 200 — -- - -
TABLE R301.6
MINIMUM ROOF LiVE LOADS IIN POUNDS-FORCE _ _ -
PER SQUARE FOOT OF HORIZONTAL PROJECTION
TRIBUTARY LOADED
AREA IN SQUARE FEET
FOR ANY STRUCTURAL
MEMBER
ROOF SLOPE oo 600 boo - - - - —- - - - - - - - - -
FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12
(63) lO
' RISE 4 INCHES PER FOOT(63)TO LESS THAN
12 INCHES PER FOOT(61) 16 14 12
1
RISE 12 INCHES PER FOOT(I:U AND GREATER 12 12 12 1 1 L, r
CIA
" %
Ir
SCOPE OF WORK- 11,' �1 X
�=u
PROPOSED SUN ROOM ADDITION I X z LL
,ON FIRST FLOOR (418 $0, FT,), PROPOSED (DECK ABOVE --._
ADDITION ON THE SECOND FLOOR (418 60. FFT,)
- EXISTING CEDAR SIDING _
_- ----
. 3
• al O �
GRADE GRADE }—
$RR312
GUARDS
¢RR312.1 Guards required,Porches,balconies or raised floor surfaces lu
FRONT E Y AT I ON
located more than 30 inches(762 mm)above the floor or grade below shall m
have guards not less than 36 inches(914 mm)in height. Open sidles of
stairs with a total rise of more than 30 inches(762 mm)above the:floor or
grade below shall have guards not less than 34 inches(W mm) r U- W
in beightmeasured vertically from the nosing of the treads. LU
�-
$RR312,2 Guard opening limitations.Required guards on open
sides ofstairways,raised floor areas,balconies and porches shall I have %f ~' .;: ,y•r
intermediate rails or ornamental closures that do not allow
EXISTING DWELLING
passage of asphere 4 inches(102 mm)or more in diameter.
7%x ENGINEER:
EXCEPTION:The triangular openings formed by the riser,tread c _ �?
and bottom rail of a guard at the open side of a stairway are B ;
permitted to be of such a size that a sphere 6 inches(152 mm)caumot pass
through. - - - '.i:t_ �'', n +,
T.-----------------
,`� �h
w
TOP OF PLATE
,i: F; h r a p 0734C �?
Ingo 01�'
, JEFFR 1�1` 'ER, P.E.
r T,-;.
§RR301.2.2.4 Weights of materials. Average dead looids shall not
exceed 15 psf (0.72 kN/m2) for roofs/ceiling a ssembiies or 10 psf k
0.48 kN/m2) for floor assemblies, except as further limited by
0301.2.2. Dead loads for walls above grade shall not exceed: , �' T' ■
5500
� - WOOD POSTS
1. Fifteen psf (0.72 kN/m2) for exterior light-frame wood walls.
AND RAILS PER CODE >- 1a RNI WATER RUNOFF tL
2. Fourteen psf (0.67 kN/m2) for exterior light-frame cold-formed R�TAr;> STOI"t O O
steel walls. I PURSUANT TO CHAPTER 23e
3. Ten psf (0.48 kN/m2) for interior light-frame wood walls. z 4
OF THE TOWN CODE. z
4. Five psf (0.24 kN/m2) for interior light-fraome cold-formed L ^- - N
--- - - AZEK TRIM, TYP, — TOP OF 6UBFLOOR O N Cl
steel walls. TABLE R301•1 —
5. Eighty psf (3.83 kN/m2) for 8-inch-thick (203 mm) masonry CEILING
'- TOP OF CEILING �— U Q i
walls. ALLOIUAI-3LE DEFLECTION OF - —- -— TOP of 0 A) z x
6. Eighty-five psf (4.07 kN/m2) for 6-inch-thick (152 mm) concrete STRUCTUAL MEMBERS MATCH EXISTING CEDAR SIDING (PROPOSED Q
-1
GUNROOM) Q � 1 Z �
wails.
EXCEPTION: Roof/ceiling dead loads not exceeding 25 psf (1.19 STRUCTUAL MEMBER ALLOWABLE
4-jj Q a O J73
kN/m2) shall be permitted in Seismic Design Category D2 provided DEFLECTION
the wall bracing amounts in Chapter R6 arre increased in rpp O
accordance with Table RR301.2.2.4.
RAFTERS HAVING SLOPES GREATER THAN 3/12 r,. 1 , C O
1L. 'r- �
WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 - EL 0
§RE3801.7 Outdoor outlets. At least one receptacle outlet accessible at INTERIOR WALLS AND PARTICIANS H/180 a a F-71ice' �`�� N
grade level and not more than 6 feet, 6 inches (19181 mm) above grade, EXISTING EXISTING II '`'1 O O
shall be installed outdoors at the front and back off each dwelling unit L/36o
having direct access to grade. FLOORS AND PLASTERED CEILINGS _
ALL OTHER STRUCTURAL MEMBERS L/240 - --- -`- _ LL 0
§RE3803.3 Additional locations. At least one wall swiitch-controlled _F- - - - - - O - u
lighting outlet shall be installed in hallways, stairwayes, attached -WOOD STEPS AND - —- _ -- TOP OF SUBFLOOR A
garages, and detached garages with electric power. At least one wall- EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 —- -^
- i outlet shall be installed to provide FINISH —RAIL PER CODE `O�— TOP OF (EXISTING) Z
switch controlled lighting
illumination on the exterior side of each outdoor egrress door having grade 6UBFLOOR TOP OF FOUNDATION p
level access. A vehicle door in a garage shall not the considered as an EXT£RioR wALLe WIND LOADa w11H ORItTLE - ;PROPOSED U A
outdoor egress door. Where lighting outlets ore insitalled in interior FINISHES L/24o GRADE
stairways, there shall be a wall switch at each floor, level to control the 1 1 1 I GUNROOM)
lighting outlet where the stairway has 6 or more risiers. • ' ' ' 1 I 1
EXTERIOR WALL"IND LOADS WITH I I I 1 1 Z 1
EXCEPTION: In hallways, stairways, and at outdoorr egress doors, remote, FLEXIBLE FINISHES �
L/120 1 ' 1 1 1 L 1
central, or automatic control of lighting shall be ;permitted. I 1 1 1
1 1 1 I I I
NOTE: L- SPAN LENGTH, H- SPAN HEIGHT ' ' ' 1 I
A, THE WIND LOAD SHALL BE PERMITTED TO TAKEN A6 0,1 TIMES --- i I---I------------------------ ------i---i--------i----- -------------------------------------------
BE PAGE
To the beet of mg knowledge, belief and profieestonal THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE ' ---'
Judgement, these plane and/or specifications acre in
DETERMINING DEFLECTION LIMITS HEREIN, 1 1 1 I
compliance with the 2010 Energy Coneervatiom
Construction Code.
1 1 I !/+1� }}�-\/JAB I 1 1 I
1 ---� RIGHT SIDE ELEVATION
1 1 1 I 1 TOP OF FOOTING
All non-engineered lumber to be Douglas Fir 2 or better e�-------r--+ '---+--------ter
S
§RR406 Backfflll shall not be placed against the TABLE R402,2 OPENING PROTIECTION BY
FOUNDATION WATERPROOFING AND DAMPPROOIFING , wall urntil the wall has sufficient strength MINIMUM SPECIFIED COMPRESSIVE WOOD STRUCTURAL PANELS
§RR406.1 Concrete and masonry foundation dampproofing.Except where // and haae been anchored to the floor above, PERSUANT TO 11609.1,4, SEE
required to be waterproofed by§RR406.2,foundation walls than retain 5.lpd , or haee been eufflelently braced to prevent damage STRENC�TI-I OF CONCRETE FASTENING SCHEDULE ON
earth and enclose habitable or usable spaces located below grade shall be
NAIL / y then backftll lSectton R404.1, MINIMUM SPECIFIED DETAIL SHEET IIN THIS SET
/
b v
dampproofed from the top of the footing to the finished grade. Masonry
walls shall have not less than 3/8 inch min)porlbed cement parging COMPRESIYE STRENGTH (F'C)
pa / - SEE DETAIL SHIEEt FOR
applied to the exterior of the wall. The parging shalll be dampp�nwfed with
a bituminous coating,3 pounds per square yard(1.63 kg/m2)of acrylic ' 0
modified cement 1/8-inch(3.2 min)coat of surface-bonding mortar complying o LUEATHERINNG POTENTIAL WIGW WIND CONNECTION
with ASTM ll 887 or any material ed by ttedapplying
for waterproofing of
in§RR lists TYPE OR LOCATIONS OF REQUIREMENTE3 Concrete walls shall al d r any one o by applying any one of riae above listed - �- �� - NEGLIGIIBLE MODERATE SEVERE damppr.2 to t materials or any one of the waterproofing materials listed in CONCRETE STRUCTURES
§RR406.2 to the exterior of the wall. , ; - ...�� -
+` I BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2,500 2,500 2,50C
§RR406.2 Concrete and masonry foundation waterproofing.In areas where a }J _ `"�` _
' EXPOSED TO THE WEATHER
high water table or other severe soil-water conditions are known to exist, , I`�. , - WALL
LEGEND. I
exterior foundation walls that all be earth and enclose habitable or usable 5-lOd I ' I BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EX EPt 2 500 2,500 2,50t� i...i•. r
spacer located below grade shall be waterproofed with a membrane extending NAILS I GARAGE FLOOR SLABS
from the top of the footing to the finished grade. The membrane shall
consist of 2-ply hot mopped felts,55 pound(25 kg)roll roofing,6-mil
(0.15 mm)polyvinyl chloride,6-mil(0.15 mm)polyethylene or 40-mil(I min) ' I BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND 2,500
OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATH R 3,000 3,00
PROPOSED 8" P.C. FOUNDAITION WALL
polymer-modified asphalt. The joints in the membrane shall be lapped and I PORCHES, CARPORT SLABS AND STEPS EXPOSED TO E ON 16" X 6" P.C. FOOTING
sealed with an adhesive compatible with the waterproofing membrane. ' , ) 2,500 3,000�' 3,SOt�''s
I ; /`�'( WEATHER, AND GARAGE FLOOR SLABS r----------------------- -------
CS:PTION:Organic solvent based products such as hydrocarbons, I
chlorinated hydrocarbons,ketons and esters shall not be used for ICF
walls with expanded polystyrene form material. Plastic roofing cements, FOR SI: I POUND PER SQUARE INCH ■ 6.695 KPA. 77 d o 7 > d p " o
•� --------------------------------•
and A. AT 28 PSI,
be usedoselcoatings, F walls. Cos setting asphalt
of hot
asphalts all S' IMPSON S 1 RONG-TIE B, SEE TABLE R301.20U FOR WEATHERING POTENTIAL.
be used to seal ICP walls. Cold setting asphalt or hot asphalt shall
conform to type of ASTM D 4ree Hot asphalt shall be applied at a C, CONCRETE IN THESE LOCATIONS TWAT MAY BE SUBJECT TO FREEZING AND THAWING
temperaturcoflessthan200 degrees. HO HURRICANE TIE DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. EXISTING W P.G. FOUNDATI0IN WALL
§RR406.3 Dampproofing for wood foundations.Wood foundations enclosing D. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE)
habitable or usable spaces located below grade shall be dampproofed in SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 'I PERCENT.
accordance with§RR406.3.1 through$RR406.3.4. E. SEE SECTION R402,2 FOR MINIMUM CEMENT CONTENT, N
§RR406.3.1 Panel joint sealed Plywood panel joints in the foundation PROVIDE ANCHOR BOLTS AT EACI•H CORNER O
walls shall be sealed full length with a caulking compound capable of
producing a moisture-proof seal under the conditions of temperature and SIMPSON HOU 5 (TYPICAL) - 5EE DETA41L SHEETS
PROVIDE 5/8" ANCHOR BOLTS 32" ,O.C. MAX.
moisture content at which it will be applied and used. WITHIN 1' OF EACH SPLICE IN 53iLL PLATE
§RR406.3.2 Below grade moisture barrier.A 6-mil-thick(0.15 mm) SEE DETAIL SHEET FOR INSITALLATION
polyethylene film shall be applied over the below-grade portion of 14'2" 18'4° 24'2" 20'4"
exterior foundation walls prior to backfrlling. Joints in the
polyethylene film shall be lapped 6 inches(152 rmn)and sealed with
adhesive. The top edge of the polyethylene film shall be bonded to the
sheathing to form a seal. Film areas at grade level shall be protected
from mechanical damage and exposure by a pressure prescrvattively treated
you Xa,
lumber or plywood strip attached to the wall several inches above finish SCREENED
grade level and extending approximately 9 inches(229 mm)below grade. LINE OF EXISTING DECK ABOVE LINE OF PROPOSED CDECK ABOVE ------------------------------------------------- FOUNDATION YENTIIYP______
The joint between the strip and the wall shall be caulked full length -
priortofasteningthestriptothewall. Otttercoverings approprriateto i ---------o --------------------------i - --- ----------------------------'-- A ' d o d p d o p d o d o e I A
the architectural treatment may also be used. The polyethyletxe film
shall extend down to the bottom of the wood footing plate but;shall not i ,'`� EXISTING 2xl0 ,A GIRDER I' �"RROPOSED 3-2x10 CCA GIRDER.'`t?RGPOSED 3-2x10 CCA GIRDEI>2�^,
overlap or extend into the gravel or crushed stone footing.. +-1 E}--r-- - —- --+ — _—__-t.��_i- � F— _ _ ___ _ _ _ _ _ ____, _ ,
1'6" ' T 8" T 8" I 1'(9 I N LU
U >- IL
§RR406.3.3 Porous fill.The space between the excavation andl the 1 , , I
foundation wall shall be backfilled with the same material used for
footings,up to a height of 1 foot(305 mm)above the footing&or well-
�___L L___________________________ ________ ______________________ ____IKLi-iL_______•
drained sites,or one-half the total backfdl height for poorly draained 1 V 18"RND>X 42" DEEP I I IL z
sites. The porous fill shall be covered with strips of 30-pound 1(13.6 W tj O POURED CON,lCRETE PIER i o
kg)asphalt paper or 6-mil(0.15 min)polyethylene to permit wrater seepage I p I :9 (OR TO UNDISTUURBED BOIL) n I 1 - �j j IL
while avoiding infiltration of fine soils. ® WITH 4Xt4 CCA POST o U U U 'I I t> 1 al
1 ? ANCH40R TO FTG.
§RR406.3.4 Backfrll.The remainder of the excavated area shalll be U s'' (TYPICAL) i0 i ' 22' 10" _
backfillcd with the same type of soil as was removed during that tit, , X
> z >
excavation 1)1 1 0 z x W Z
iU i p a t 1= �t
} I p V STEP DOWN 6" N � i 1 cI-
p PROPOSED Q _
ANCHOR AND UNEXCAVATED
14 BOND NEW TO O
0I ? I 1 G I o 2" P.G. SLAB � 1 '< 1 /I f r.
z 1 I I v 1 EXISTING WITH i ° i �+ ONPIt'y)WIDE NX FOU6TIO7P
PROPOSI.:' DROP TOP OF i > 04 BARS, 12" O.C. ' Y
W ' FOUNDATION 6" P.C. FOOTING,36 MIN
1 I ?xl2 LEDGER,B02LT TO s I EPDXY IN PLACE, 1 1 BELOW GRADE,TYP. /
FND. LW/ (2)3"Xl/2""BOLTS BELOW EXISTING ' I D , `J
i AT I&" O.C:. °o TYPICAL NEW t0 4'0" n
EXISTING 1 1 16" RND X 42" DEEP
B j I POURED CONCRETE PIER
1 ° +- ------ (OR TO UNDISTURBED SOIL)
tL
I c 14'2" 1 91011 1 I' % ,� WITH 4X4 CCA POST s s j CV
N EXIST( G 2x12 LEDGER,BOLT ' 4" OFFSET I o �' ANCHOR TO FTG, jj$
- - — - - — — — — — — — — — — — - - 1 I q p (TYPICAL)
2jc6 ACII Di
I I i p o 116" O.C. Alp _ r �
1 I ' --------- $ i ,o I ( 3 • DROP TOP OF X
1 `A `J., : 011 p FOUNDATION 6" M
1 I — — — — — — — —I-t IAS :-, BELOW EXISTING JU Z 1L
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL P��'�NEL X I o
'
FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS 1 I 73 (1 •4
(MAXIMUM MEAN ROOF HEIGHT; 35') ' I I PROPOSED 13/4"xil -1/8" LVL LEDGER, Z
BOLT TO FOUNDATIONAND SILL PLATE
_ >� p In
<n I °
X ' I WITW (2) 3"xl/2" LAGS AT 16" O.C.
USE CONCRETE ANCHORS I }-
1 1
SHUTTER ASSEMBLY
1 ' 3011 1
N.T.S.
FOR PANEL SPANS: I 'i �I I `-' �' I LL
0<410 WIDE SPAN I,• \ ry1 1 (K r--1--•
lu 1-
23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I I
(OVERLAP AROUND OPENINGS 4") P - 1--
ASSEMBLY: X
ATTACHING STRUCTURAL(PANEL:FASTEN TO BUILDING w/ I /EXISTING II 1/8"TJI 230 . 16" o.c_� i0 �� y0
#10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL r
WOOD SCREW @ 16"O.C. ----'----
1 • += i 1 EXISTING GIRDER _ _ * 1
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: I I ' - 1 - " — " - D - - I l"1 iV iV IFScc
#10 TEE NUTS ATTACHED'TO BLDG.w/#10x1-1/2 (W/WASHERS) •�t'� i ju i i , i iI cw c`�'•� n ;"j�'`��'I � i
MACHINE BOLT @ 12"O.C.
---____-. EXISTING ,---____-• ls�l. EXISTING 2s
I. I , E=XCAVATED CELLAR 1 , �p 073Q'
P
� � 1 2-F.J.-� :'�CISTING SLAB EXISTING Y TA 230 Y' UNEXCAVATED A I � \U'.
EXISTING SLAB -'
I , JEFFREY T. BUTLER, P,E.
I�' • I C1 I I
1
' EXISTING STIEEL - -% g
t COLUMN, (TYPICAL) I I Y � I Y 0
IC'&
I I I O O
MULTIPLE SECTION ASSEMBLY: i � ' I F-
" ' Or,
j i I 1/4 THICK BOLTS +� 2 OC
1 I
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I O O u O
z 1
I I X ^I --T--• ; I I N
0. — w 1 W t 1- Q z
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I I I I I I I I I I EXISTING LU
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LU O
SHUTTER ASSEMBLY I I I I I c
N.T.S. I,I� �- M )—- LU �
FOR PANEL SPANS: I I I I l l I I
4' OR WIDER SPAN i 1 i i 1 1 O LL P O
LL i—
U � N
I I -1 V
23/32" APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD ( I I Q -
10
(OVERLAP AROUND OPENINGS 4") I I I I I u " is
O m
I II Q
2x4 STRONG-BACKS 24" OC I,I''� I '
ASSEMBLY: I II O a
D. PREASSEMBLE PLYWOOD TO 2x4'S: • IOx3" (W/ WASHERS) GALVINIZED OR I I U
STAINLESS STEEL WOOD SCREW 0 12" O,G. I I 47'0" 30'0"
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I��
*IOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL
WOOD SCREW %1 16" O.C.
77'0"
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
010 TEE NUTS ATTACHED TO BLDG. w/ 0I0xI-1/2 ( W/ WASHERS)MACHINE BOLT 12" O.C. 10 * D A T I O N FLAN" N PAGE :
® SMOKE DETECTOR
INTERCONNECT PER CODE
® CARBON MONOXIDE DETECTOR
ONE PER FLOOR
1
OPENING PROTECTION BY
WALL LEGEND WOOD STRUCTURAL :PANELS
E
J J••• PERSUANT TO 1609.1.4, BEI=
FASTENING SCHEDULE ON
PROPOSED 2X4 WALL OF-TAIL SHEET IN THIS SET
o SEE DETAIL SHEET FOR
EXISTING 2X4 WALL HIGH WIND CONNECTION
REQUIREMENTS 4
241211
4'1" 8'0" 81011 4'1"
cri
z
0
STEPS TO GRADE r — — — -11�3a56 — — — — — — —TQ1'3036-3— — — — — — — — -LC Bum — — — —
2 2XI2 HDR. 2-1 3/4" X 11 1/8" LVL HDR. 2-2X12 HDR. I i,
N N N
x u
I N o ~I
� I �
REAR DECK 3: PROPOSED SUN ROOM Y W
1 5/4x6 DECKING �I' x 00 4M X,4M X 3/8 SRO" CLG. HGT. '�, 4 X 4 X 3/8 "1 0
cA � N N STEEL COLUMN � STEEL COLUMN � � 20'4"
TO RNO BELOW TO FND BELOW N
° ;,� I � b m
_ -77 _ _— _ _ J�J3 X b'1 FLUSH_(PACK OUT). _ _ -
0 TECO FLUSH CONNECTIONS 0
23'6"
N
I pill
WOOD RAILS
EXISTING '" r+ �, Ai AND STEPS
dip PER CODE
p u. I N
EXISTING 2-1 3/4"' X II 1 8" LVL NOR.
1 � oit
1 PROPOSED> 15 ITI= POCKET DOOR "' c c�)
'I 1 � � o
+_
EXISTING GREAT ROOM ;I m EXISTING ( EXISTING111, EXISTING L
XISTING DINETTE 3'0" cry
OPEN TO ABOVE 'I t-
9'O" CLG. HGT. _
11 0
1 N EXISTING O R.C. S P
PANTRY
!EXISTING MASTER BEDROOM r ,• ' l X Z u.
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1
1 1 I I QO lV) o W
I D.WJ 1 I ,L-'11�-'1 W
EXISTINGo O
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EXISTING EXISTING2 CAR GARAGE }-
z LNDRY l
------------------------------
3'0" �216- %
LINE OF BALCONY ABOVE- - - - -----------------------------------•----••-i I [V
r, - - - - 4'0" N
cn I I
I I I ENGINEER.
I I M
N I I 2r6rr --------------------------------------------
LINE M I I M co �Y T. e(i �'�
OF BALCONY ABOVE T 0"
11 EX16)TING MEDIA ROOM EXISTING +z` BOA
EO \/ 9'O" CLG. HGT. PANTRY 2'orr 9N-CS S o I
\ EXISTING FOYER
® JEFFREY T. BUTLER, P.E.
EF
EXISTINGMASTER OPEN To ABOVE pn
BATHROOM \/ S
9'O" CLG. HGT. m
� o
� L o O
N
W EXISTING EXISTING EXISTING z o O
q ►-
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- ---- ----- ---- - - o
O
0
N o m
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,771011 Q
FIRS' FLOOR FLAN
EXISTING LIVING AREA = 181(o SQ.FT.
EXISTING GARAGE AREA - 560 SQ.FT,
PROPOSED SUNROOM - 418 SQ.FT, PAGE *
SMOKE DETECTOR
INTERCONNECT PER CODE
® CARBON MONOXIDE DETECTOR
4 of 1
ONE PER FLOOR ..
i
OPENING PROTECTION BY
9 1/2" TA 230 JOISTS + 16" O.IC. WOOD STRUCTURAL PANELS
1/2" COX SHEATHIMG WOOD POSTS AND
2X6 SLEEPERS, RIP AT I/8" fPF RAILS PER CODE P FASTENING
TO 1 SCHEDULE
FASTENING SCHEDULE ON
PITCH TOWARDS OUTSIDE WA1LL DETAIL SHEET IN THIS SET
1/2" COX SHEATHIINIG
FIRESTONE RUBBER ROOFIMG
SEE DETAIL SHEET FOR
FLASH ALL INTERSECTIOINS
NIGH WIND CONNECTION
AND AROUND 100615
TOP OF SUBFLOOR REQUIREMENTS
—-— — TOP OF CEILING
_ R-30 INSULATION
1/2" GWB
1/2" GW1B
2X4 STUDS
R-15 INSULATION
1/2" CDX SHEATWINIG
i.
TYVEK HOUSEWRAIP i+
CEDAR SIDINIG
MATCH EXISTINdG _-
3/4" SUBFLOOR —-— — TOP OF SUBFLOOR
Iffaml ml MIMI=I= m
—-—-— TOP OF FOUNDATION
A
R-30 INSULATION PROPOSED z
PITCH GRADE Z
AWAY FROM '; CRAWL SPACE ° o
FOUNDATION O
WOOD POSTS AND
e; 2" SLAB 4 � RAILS PER CODE
• I A TOP OF FOOTING
s
(COMPACTED FILL) 17
SECTION A-A
X
NOTE: o
ALL LUMBER THAT COMES IN CONTACT WITH
PROPOSED �
CONCRETE WILL BE ACQ LUMBER
DECi< ' -
u; �
FIRESTONE RUBBER ROOFING a
FLASH ALL INTERSECTIONS
AND AROUND POSTS
uVi
� u
O
O
REPLACE EXISTING DH WINDOW 81011
UNIT WITH FWG 5068 SLIDER +V-
VERIFY 2-2X10 HDR, LIFT �-
SLIDER 2" ABOVE FINISHED 4'0" 4'011 '
FLOOR TO CREATE CURB U
n. m
XISTINGq ;, ; N
REMOVE EXISTING R.R.
1
IN THIS AREA So DECK
WALL BELOW I I ( CAN MEET SLIDER� WALL BELOW CIS Z�
EXISTING ' ' ' PROP FWG 5065
9 1/2" TA 230 JOISTS + 16" O.G. =7 '
\ I I I 2-2X10I HDR. _ LL
1/2" CDX SHEATHING I / i X Z
WALL BELOW
2X6 SLEEPERS, RIP AT I/8" PF ' \
EXISTING PITCH TOWARDS OUTSIDE WALL Q
1/2" COX SHEATHING ' \ ' ' ; ,'-
BEDROOMI *3 PROPOSED FIRESTONE RUBSFR ROOFING - — - —�-- — - —-—� — - — -— - —- — — - —`— - — -— -� -—- z �++ O 1b
FLASH ALL INTERSECTIONS ( , \
DECK AND AROUND POSTS
-- - - - - - - —- - - - - - - to
I 1 'O
W 8 X 6 �Ci l FLUSH (PACK OUT) \` ' �/ `\�\ ,/ EXISTING J-u
EXISTING BEDROOM �3 �\� / _ o o �
TEGO FLUSH CONNECTIONS I,
F.J. � � � �"'� �
\ B'o" CLG. HGT, IL
O LL
I
EXISTING E.F• EXISTINGtu }-
IEBEDROOM *2 ® EXERCISE ROOM
8'011 CLG. HGT. EXISTING 8'0" CLG, HGT. `)
R-30 INSULATION P ® BATH
13'1011
ENGINEER:
I/2 GWB PROPOSED `) -
9 1/2 X 1 3/4 LEDGER BOARD �� IVE(,y
• I6" o.c. 21611 �116" 2#011 ,'\ �.Y T e O
WITH TEGO CONNECTION S 1/2 TJI 230 OPEN TO BELOW L V L 1. y
EXISTING WALL I •Q
21 601
REMOVE EXISTING SIDING, L l/
PROVIDE 1/2" GWB, I
------ - ® w
TAPE SPACKLE ® _ — _ _ Lh
'I I EXISTING BALCONYEXISTINC PROPOSED 1 1I I 'L0 0 a
493
DINETTESUNROOM I 1 21611 T6" dP`',�✓
-- -- - - - -- -- - -- - - - - --II cSS10` .-
PROPOSED 21611 I JEFFREY T. SUTLER, P.E.
3/4" SUBFLOOR
z
2'6" >n f-
z OPEN TO BELOW o o
PROPOSED z o w
EXISTING F,.J, PROPOSED 11 1/8" TA 230 EXISTING O EXISTING O
BATHROOM d
+ 12 o,c. E(E)Luu "1 BEDROOM +4
6 STEP 8 O CLG. HGT,
Q / \ 8'0" CLG. HGT. /� \ \ f— 4 O
If
1 1
A PROPOSED CUSTOM I o — ` .1 .
• TECO �
O V Q
EXISTING � ° 30 i ow I R-
R-30 �° HANGER Z
PROPOSED ��- '---� - - - T - -- - - - - - - - - - - - - - -- - - --- I-- - - -�T-- -- 0 p N 4
a CRAWL SPACE EXISTING EXISTING Q W O z +++
EXISTING I �' \
.. 2" SLAB WALL BELOW � IY QO �
CELLAR W I i �' \ I I Cn
00
;•o
4.4 PROPOSED 1 3/4"xII 1/8" LVL LEDGER
B EXISTING EXISTING
• BOLT TO FOUNDATION AND O V O
•a:. SILL PLATE WITH l2J 3"xl/2" LAGS WALL BELOW 1XISTING( WALL BELOW Q 0
>• AT I6" O.G, USE CONCRETE ANCHORS
M MLM
,♦ V
4.4 EXISTING FOUNDATION WALL O A
.,,
S CO1�D FLOOD' FLAN
LIVING AREA = 1436 80.FT.
PROPOSED DECK ■ 418 SQ.FT, PAGE :
SECTION ;5-5 ® SMOKE DETECTOR
INTERCONNECT PER CODE O
® CARBON MONOXIDE DETECTOR
ONE PER FLOOR
f
FACE OF FOOTING 2x4 CONTINUOUS
LATERAL BRACE AT 6' o.c.
TRUSS OR CEILING JOIST
2-I0d NAILS
GABLE END TRUSS
I
Ul W
a O
d 1
(Y u
0
1 10-8d
" NAILS
Ul
1i.
W13 BUT NEED NOT H 5d COOLER NAILS At 10" O.C.
EXCEED 40 FT. MAX.
5RA E WITW NAILED IL EACH
BRACE WITH 4-10d NAILS
H/:2 BUT NEED NOT
GYPSUM BOARD-4
EkCGEED 15 Ft, MAX.
5d COOLER NAILS AT 1" O.G. z
20 GAUGE STRAP
10-Sd NAILS � �,
a
FOUNDATION CLEARANCE FROM SLOfDE5 �
ENDWALL SCUDS
FIGURE R403,1,1.1
ENDWALL JOIST GAIBLE ENDWA L 51RAC ING
N
(LUFCM FIGURE 3. 1a)
A A
BLOCKING
L
BLOCKING
�i
G
iu
EXTERIOR OR SEARING WALL SECTION A-A
TOP PLATES
FLOOR IBRACING ► T END IBAYS
STUD NOTCH GREATER THAN (WFCM FIGURE 3•610)
50% OF THE PLATE WIDTH " GYPSUM BOARD
16d NAIL at 24 o.c. v
BORED HOLE MAX do"
DIAMETER 60% 16 GAGE (0.054") AND 1,5" WIDE
OF STUD DEPTH METAL TIE ACROSS AND TO EACH
X
SIDE OF THE NOTCH WITH 8-16d
5/8" MIN. TO EDGE NAILS EACH SIDE
% 'd ILL
WOOD STRUCTURAL PANEL.
" I . TO GE INSTALLED IN ACCORDANCE
� �9 r
5/8 M N EDGE ad NAIL AT 6 O.G. WITH NAILING SCHEDULE
D' TOP PLACES ad NAIL AT 4" O.G. (ALL PANEL EDGES) (TABLE 3.1, WGFM HIGH WEND EDITION) 0
NOTCH MUST NOT EXCEED ad NAIL AT 12 O.G. ON ALL �
FRAMING MEMBERS NOT AT O
40ga OF STUD DEPTH
PANEL EDGES
PIPE 12" MAX.
(a) OUTSIDE CORNER DETAILJU O
' mz 'm
NAILS BASED ON
BORED HOLES SHALL NOT—/ 04
BE LOCATED IN THE SAME SHEAR WALL REQUIREMENTS
ad NAIL AT 6" O.C.
CROSS SECTIONNOTCH IN STUD I OF CUT OR ; GYPSUM BOARD }—
-}-Oi� PLATE
A� FRAMING TO ACCOMMODATE FIFING . . � 0.
(ALL PANEL EDGES) � �Q
NO CEILING CENTER 2x BLOCKING "
DIAPHRAGM ON SHEATHING JOINT
NOTCHING AND 5ORF-0 HOLE LIMITATIONS REQUIRED
i 15/32 WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANEL
FOR INTERIOR NONeEATRING WALLS ON GABLE FAGS AND ON WALL BELOW INSTWITH NAILING
IN ACCORDANCE
BASED ON SHEARWALL REQUIREMENTS 16d NAIL AT 24" D.C. WITH NAILING SCHEDULE
ENGINEER—(TABLE 3.1, WGFM HIGH WAND EDITION) , � _QF N E y(i
CUJI=CM 200 �3 y
1 5 C 4IGH D
//��
I /� I 8d NAIL AT 6" O.G. ON ALL ,`�/� ��Y T. B�T`O,�
RAFTERS AND CEILINGGAIBLE ENDWALL� 5ALLOON FRAMING FRAMING MEMB
ERS At PANEL
EDGES AND 12" O.C. ON ALLCC
r
JOIST$ OR
TRUSS PREFERRED
1= REFERRED METHOD
FRAMING MEMBERS NOT AT !;'
PANEL EDGES ° v
(b) INSIDE CORNER DETAIL 0 493 CI
SECOND STORY TOP PLATE-
TOP PLATE SEE DRILLING AND v-}- �+ *) U/ESSIONP
NOTCHING PROVISIONIS EXTERIOR ERIOR CORNER FRAMING
JOIST IS PERMITTED t0 JEFFREY T. BUTLER, P.E.
BE CUT OR NOTCHED WALL STUD-
FLOOR JOIST- BETWEEN THESE LIMITS SEE DRILLING AND z
O
NOTCHING PROVISIO
TOP PLATES SEE DRILLING AND
BOTTOM PLACE NOTCHING PROVISIONS t•US
WFCM SECTION 3.4.1.1.1 z a
WFCM SECTION 3.3,1,1,1 1/3 SPAN I/3 SPA F
z 6
0
JOIST ENDS TO BE
O y F_ BLOCKED AGAINST O
STUD -r ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE
WITH WFCM 3.3.1.3-END RESTRAINT z C-4 O Q
FOR BLOCKING AND 3.3.1.4 BRIDGING;
BAND JOIST AND BRIDGING O V
BORED HOLE MAX TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3
DIAMETER 40%
R PPLE STUDS
CUD TO RAFTER CONNECTION
OF SCUD DEPTH BEARING
5/8" MIN, t0 EDGE WALL HEADER OR FLOOR TO FLOOR CONNECTION Q W 0 Z �
x DEPENDING ON CONDITION, SEE 0 �/ --� Z3
5/8" MIN, t0 EDGE DETAILS ON BHEE1 1 OF 1 THIS SET
LAP JOIST 3 IN. MIN. HEADER TO STUDS
O
BOTTOM PLATE
BAND JOIST O 11 IL ~ 'q
NOTCH MUST NOT EXCEED OR BLOCKING FULL LENGTH
25�o OF STUD DEPTH HEADER STUDS WALL STUDS O
NOTCHES SHALL NOT BE JOIST
LOCATED IN MIDDLE ONE-THIRD SILL PLACE CL
A , NOTE:
--- UPLIFT CONNECTION IS REQUIRED 7
OF STUD LENGTH CRAWL SPACE ------------------
IF HOLE IS BETWEEN 40go AND bOgo SUBFLOOR __ _ ___ ___ _- At EACH END OF HEADER AND
OR BASEMENT n
OF STUD DEPTH, . FOUNDATION T'THEN SCUD MUST BE � � � : � : AT BOTTOM OF HEADER STUDS IN
14
BORED HOLES SHALL NOT DOUBLE AND NO MORE THAN TWO i i Nbi UPLI '� i i ADDITION TO CONNECTORS AT
BLED CC�I�NECtC`� i i WALL STUDS AND At COP AND p u a
U
BE LOCATED IN THE SAME SUCCESSIVE STUDS ARE DOU Q
AND SO BORED TT
RFPUIR% i BOOM OF CRIPPLES
GROSS SECTION OF GUT OR
NOTCH IN STUD
A
STUD TO PLATE
PLATFORM FRAMING INTERMEDIATE /FOUNDATION PAGE :
NOTCHING AND 5PORED MOLE LIMITATIONS BEARING WALL HEADER TO STUDS: USE LSTA 18 W/14 IOd NAILS
ff II II �` I * III I I I ' I II *ISTUD TO PLATE/FOUNDATION:
FOR EXTERIOR Wf� LL6 AND eE /l R I G WALLS TYPICAL W ALL, FLOOR AND ROOF FRAMING` G (OPENINGS LESSGREATER
THAN 6 FEET): USE DSP W/S IOd NAILS IN SCUD AND T L), NAILS IN PLACE
fi (OPENINGS GREATER THAN 6 FEET): ADD PHD5 At KING STUDS (2 TOTAL), INSTALL PER DETAIL SWEET Z
(WFC:1"1 2001 65C HIGH WIND EDITION) TYPICAL FRAMING ,AND UPLIFT
CONNECTIONS FOR OFENING5
(TABLE 3,10 WFCM NIGH WIND EDITION)
120 MILE PER HOUR ZONE - NAILING SCHEDULE ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS
3D1 2 MILE WIND SPEED [PER TABLE R3-1 SO MPH FASTEST SECOND GUST = - . . .
The design of this structure is based upon the prescriptive approach using the GENERAL NOTES: (110 MPH 3- o
n (11-A5LE 3.1, WFCM HIGH WIND EDITION) Wood Frame Construction Manual,High Wind Edition (WFCM)published by The American Forest 1.All work shall be perfbrmed In accordance with all state, STRUCTURAL SHEATHING MAXIMUM NAIL SPACING
and Paper Association. (2001) municipal,local zoning land building codes and ordinances SHEATHING LOCATION STUD SPACING
Non-structural elements are based upon The New York State Residential Code-2010 Edition having jurisdiction and Ibest standards of construction (SEE NOTE U (INCHES, O.C.) OR PANEL SIDING FOR 8d COMMON NAILS °
JOINT DESCRIPTIOiN NUMBER OF NAILS NAIL SPACING For the Climatic and Geographical Design Criteria,see Table R301.2(1)on cover sheet. practice. (SEE NOTE 3) (INCHES, O.G.)
All non-engineered lumber to be Douglas Fir#2 or better The American Institute lof Architects Conditions shall apply E 6
ROOF FRAMING Wind Limitations-Section R301.2.1 to all work performed orn this project. 4' PERIMETER EDGE ZONE 16
Design Criteria-Section R301.2.1.1 (See Table R301.2.1.2 for Wind-Borne Debris Protection 2.The Contractor shall�verify all conditions at the site. Any F 6
RAFTER TO TOP PLATE (TOE-NAILED) 4-8d PER RAFTER Fastening Schedule For Wood Structural Panels) discrepancies must be[brought to the attention of the Engineer
CEILING JOIST TO TOP PLATE (TOE-NAILED.) 4-Sd PER JOIST Dead Load-Section R301.4 prior to commencement of construction. The Contractor shall be INTERIOR ZONE 16 E 6
Live Load-Section R301.5 responsible for corrections not reported once he has started work
Light and Ventilation-Section R303 except for hidden job conditions. F 12 (BEE NOTE 2)
CEILING JOIST TO PARALLEL RAFTER (FACIE-NAILED) 9-11bd EACH LAP Minimum Room Areas-Section R304 3.Contractor shall guarrantee to the Owner that all materials and40
g g
Ceiling Hel ht-Section R305 equipment incorporated( In the work will be new,and that all work GABLE ENDWALL RAKE AND RAKE TRUSS E 4
CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 9-t6d EACH LAP will be of •
Sanitation-Section R306 good quality,ffree from faults and defects for a period F 4
COLLAR TIE TO RAFTER (FACE-NAILED) 6-ad PER TIE Toilet Bath and Shower Spaces-Section R307 of one year from the datte of the final Certificate of Occupancy.
Olazing-Section R308 4,The Engineer shall niot be responsible for the construction means, E . NAIL SPACING AT PANEL EDGES (IN.)
BLOCKING TO RAFTER (TOE-NAILED) 2-5d EACH END Garages and Carports-Section R309 methods,techniques,scequences or procedures,or for the safety F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN,)
Emergency Escape and Rescue Openings-Section R310 precautions and programs in connection with the work,and he •,
RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END Exits-Section R311 shall not be responsible for the contractors failure to carry out 1, FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH '°
Stairways-Section R311.5 the work in accordance:with the construction documents. The 0.
f t Y
WALL FRAMINGEngineer shall not be responsible or the acts or omissions b SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. °
Handrails-Section R311.5.6 g P Simpson Strom Tie
TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE 1) PER FOOT Guards-Section R312 the contractor. No charnges shall be made in the documents '• p g-
and/orthe building 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING °.
Smoke Alarms-Section R313 gas dlesigned without the expressed written
TOP PLATES AT INTERSECTIONS (FACE-NAIILED) 4-I6d JOINTS - EACH SIDE Foam Plastic-Section R314 consent of the Engineer. MEMBERS WITH G*30.49. FOR FRAMING MEMBERS WITH 0,42KGt0,4% THE NAIL SPACINGS SHALL BE ;° MTS30G OR IC816 14'"
Flame Spread and Smoke-Section R315 5.The contractor and aill subcontractors shall maintain continuous REDUCED TO 6 INCHES O.C. °� COILED STR,4P
STUD t0 STUD (FACE-NAILED) 2-I6d 24" O . Insulation-Section R316 Insurance coverage ini„luding statutory policies(Worker AT EACH ROOF RAFTER
Dwelling Unit Separation-Section R317 Compensation,etc.)anld general liability In an mount not 3. TABULATED 6 INCH O.C, NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING USE 8-irod NAILS AT
HEADER TO HEADER (FACE-NAILED) Mod 16" O.C. ALONG EDGES Moisture Vapor Retarders-Section R318 less that$5 million and automobile liability and damage MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH 0.42tGtO.49, THE NAiL SPACINGS SHALL BE
Protection Against Decay-Section R319 coverage not less than 0.2 million. The Engineer shall be REDUCED To 4 INCHES O.C. EACH END
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2x4 STUD a named insured on am and all policies. z
Protection Against Termites-Section R320 .Y P 0
Site Address-Section R321 6. Provide copper termtite shields over fibrous
3-I6d PER 2x6 SCUD 4, TABULATED 4 INCH O,C. NAIL SPACING ASSUMES SHEATHING ATTACHED t0 RAFTER/TRUSS FRAMING STUD TO ROOF RAFTER
Accessibility-Section R322 insulation at all perimeter sills. a
4-16d PER 2x8 STUD Elevators and Platform Lifts R323 7.All wood in contact;with concrete or masonry to be Wolmanized MEMBERS WITH G30,49. FOR FRAMING MEMBERS WITH 0,42zG;COA% THE NAIL SPACINGS SHALL BE
i REDUCED TO 3 INCHES O.G. CONNECTION
i
Flood Resistant Construction-Section R324 or pressure creosoted. [�l
BOTTOM PLATE TO FLOOR JOIST, BANDJOli6T, ENDJOIST OR BLOCKING (FACE-NAILED) 2-I6d (SEE NOTE 1,2) PER FOOT 8.A single station smoke detector alarm device shall be installed Simpson Strong-Tie
FLOOR FRAMING Foundations-Chapter 4 In each bedroom,on a111 floors and shall be all interconnected per code.
Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds 9.All bathrooms withouit operable windows to be mechanically ventilated CS16 0/"COILED STRAP -
per square foot. Contractor to consult Engineer if different soil materials are found upon excavation, as per New York State((:ode. 16" O.C. USE 4-8d NAILS
1 JOIST t0 SILL, TOP PLATE OR GIRDER (TOLE-NAILED) 4-Sd PER JOIST or test hole,for alternative footing and foundation wall design. 10.Heating to be desigined to provide 70 degrees F.with outdoor
designed air-temperatuire of 0 degrees F.and 15 MPH wind. At EACH STUD, WRAP
BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END Foundation Notes: 11.All electrical work to be In accordance to the rules and UNDER SILL PLATE
BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END 5/8"Anchor Bolts(SSTB 28)See chart on this sheet for spacing regulations of the N.Y.E3.F.U.and a N.Y.B.F.U.certificate is MIN OVERLAP IS 12" '
8"poured concrete foundation wall,8'0"high,3000#test to be presented to the Owner at the completion of the job. • ' NOTE:
BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d EACH BLOCK Minimum depth-Section 403.1.4,48"minimum coverage to top of footing 12.Plumbing Installatioln to comply with State and Local codes 0 w
0 STRAPS MAY BE o
16"x 8"poured concrete wall footings,3000#test and the sewage disposal system to meet Health Department standards. o .
2-1 /. x 1 7/8"Microlam Girder(or 3/2 x 11 7/8"Power Beam) g g y •0 • • PLACED EITHER s
LEDGER SCRIP t0 BEAM (FACE-NAILED) 3-i6d EACH JOIST � " + • 13.Do not scale drawirn s. Use figure dimensions only. to
4"poured concrete floor slab with 6x6x#10 mesh and vapor barrier 14.All work to conform to the rules and regulations of the New York 0 00 UNDER OR OVER N
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-ad PER J013t • 4
Damp proofing at exterior foundation below grade-Section R406 Energy Conservation G�onstruction Code. All glazed area to be double • I • � SHEATHING ,' o
30"x 30"x 12"deep poured concrete column footings,3000#test glazed and all exterior cdoors to have insulated cores. 0 0
BAND JOIST TO JOIST (END-NAILED) 3-1bd PER JOIST Deck and porch footings as noted,3000#test,48"minimum buried depth 15.The Insulation protection as Indicated on these plans exceeds 1 00
BAND JOIST TO SiH OR TOP PLATE (TOE-INAILED) 2-I6d (SEE NOTE 1) PER FOOT Foundation wall to extend a minimum of 8"above finished grade the Code's minimum stendards. • •
All footings to be carried down to undisturbed soil 16.These drawings and specifications are Instruments of service and ' • ' 0
ROOF SHEATHING No footing shall be set higher than a 30 degree angle from any other footing shall remain the property of the Engineer whether the project for • ' • •
STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET Pour no concrete on frozen ground or In freezing weather which they are made is,executed or not. They may not be used • •
Provide 3/ steel lally columns on any other project ex(cept by written authorization of the Engineer. • • '
DIAGONAL BOARD SHEATHING Backfill shall not be placed against the wall until the wall has sufficient strength and has been 17.The engineer has niot been retained for site supervision,on-site ' • s
anchored to the floor above,or has been sufficiently braced to prevent damage Inspections and certifications as required or requested by the owner, ' • • '
1"x6" OR 1"x8" 2-601 PER SUPPORT by the backfill(Section R404.1.7) contractor or local building department. • ' • • • ' p
1"xl0" OR WIDER 3-Sd PER SUPPORT Floors-WFCM Prescriptive Method UPLIFT-CONTINUOUIS PATH CONNECTORS • • •
Floor framing shall be nailed In accordance with Table 3.1 WFCM HIGH WIND EDITION 00
CEILING SHEATHING Draftstopping-Section R502.12 USE SIMPSON STR01•V -TIE CONNECTORS 0 • ' e
Flreblocking-Section R502.13 FOLLOW PRODUCT SELECTION GUIDE AND 0 • ' m
GYPSUM WALLBOARD 5d COOLERS -v EDGE / 10" FIELD INSTALLATION MANUTAi_FOR HIGH WIND RESISTANT • ' 1 ,
Floor Construction: CONSTRUCTION CATALOG C-HW02 0 I Simpson Strong-Tie
WALL SHEATHING %"OS plywood subfloor,fasten per Table 3.1 WFCM 0 p ��
Floorjofsts See Foundation and Floor Plans,spacing as noted ANCHOR BOLTS IN FOUNDATION USE: 00 • CS16 1� COILED STRAP - r
STRUCTURAL PANELS 8d SEE TABLE 3,11 THIS SHEET SSTB28 WITH BEARIMG PLATE,SEE FOUNDATION 16 O,C. USE 4-8d NAILS N
Fasten per Table 3.1 WFCM I t-
FfREBOARD PANELS 2-2x6 ACID 01 with copper termite shield and sill seal NOTES FOR SPACING AT EACH STUD
Finish floors per agreement 00 MIN OVERLAP IS 2-1" cn
'f/lb rod 3 EDGE / b FIELD SILL PLATE TO RIM JOIST USE: 00 � nn
Wall Construction-WFCM Prescriptive Method LTP4 16"O.C.AT EXTIERIOR PERIMETER IJ-
25/32" 8d 3" EDGE / 6" FIELD Wall framing and finishing shall be nailed and or screwed in accordance with AND GARAGE/HOUSE COMMON WALL FLOOR TO FLOOR CONNECTIONS. r
GYPSUM WALLBOARD 5d COOLERS ill EDGE / to FIELD Table 3.1 WFCM USE 4 8d NAILS AT EAkCf'i END
M X
1x6 Pine fascia,wrap p 1�,f JOIST AND.* D z lqL
Overhangs as noted GARAGE STUD TO GAi AGE SILL PLATE USE: SILL PLATE LATE TO R I I � X
HARDBOARD ad SEE TABLE 3.11 THIS SHEET g SSP CONNECTOR AT'1c"O.C.
Vinyl vented soffits
PARTICLEBOARD PANELS 8d SEE TABLE 3,11 THIS SHEET Aluminum gutters and leaders USE 4 8d NAILS AT EACH END RIM JOIST TO STUD CONNECTION
Siding:See Elevations RIM JOIST TO STUD CONNECTION USE: rt
DIAGONAL BOARD SHEATHING Tyvek housewrap VDx
''/z"OSB sheathing,see fastening schedule,Table 3.1 WFCM MTS 12, 16"O.C. Q 1lJ �
11)
1"x6" OR 1"x8" 2-Sd PER SUPPORT 2x6 Studs @ 16"o.c.with 2x6 shoe and double 2x6 plate USE 4 8d NAILS AT EAaC;H END Simpson'Strong-Tie I� � (�[ 0 BLOCKING At •
1"x10" OR WIDER 3-Sd PER SUPPORT Y2"Gypsum wall board CS16 1O COILED I/2 SPACiNG� " Q- � i
5/8"Type X GWB in garage FLOOR TO FLOOR CONNECTION USE: STRAP WIN MiN 12" ALLOWS 24 O.C. ALLOWS � 0
'/2"MR GWB in wet areas MSTA 36, 16"O.C. HOLDDOWN d) O
FLOOR SHEATHING N
At least one window in each sleeping room shall comply with the exit requirements of section R310 USE 4 8d NAILS AT EACH END OVERLAP AT EACH HOLDDOWN
FOR CANTILEVER CO)ND!TION USE MTS12, 16"O.C. INSTALLATION
STRUCTURAL PANELS Note drilling and notching limitations in figure R602.6(1)for bearing walls USE 4 8d NAILS AT EACH END STUD INSTALLATION SIDEWALL
and figure R602.6(2)for non-bearing walls. m
I" OR LESS ad 6" EDGE / 12" FIELD 7
Follow exterior corner framing detail figure R602.10.5 RAFTER TO STUD CO)�,NECTION USE: '
GREATER THAN i" 10d 6" EDGE / 6" FIELD Roof Assemblies-WFCM Prescriptive Method MTS 12,EACH ROOF IRAFTER ; ENDWALL O u-
Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6) USE 8 16d NAILS AT EACH END
DIAGONAL BOARD SHEATHING Underlayment application(Section R905.2.7) NOLDDOWN O o o
For roof slopes of two(2)units vertical in twelve 12 units horizontal 17- ercent slope), RAFTER E RIDGE TO RAFTER CONNECTION USE: (NDU5) O CORNER SCUD
I"x6" OR 1"x8" 2-Sd PER SUPPORT up to four(4)units vertical in twelve(12)units horizontal(33-percent slope),underlayment CS20 USE 8-8d NAILS IN EACH END CONNECTED TO ENGINEER:
AT EACH ROOF RAFTER
1"xl0" OR WIDER 3-8d PER SUPPORT shall be two(2)layers applied in the following manner.Apply a 19-inch(483 mm)strip of o TRANSFER SHEAR o
underlayment felt parallel with and starting at the eaves,fastened sufficiently to hold in place. 0 2-I6d COMMON N
Starting at the eave,apply 36-Inch-wide(914 mm)sheets of underlayment,overlapping DECK POST TO CONCRETE CONNECTION USE: y
1. NAILING REQUIREMENTS ARE BASED ON WALL SHEAT4HING NAILED fo ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 ON-CENTER AT THE PANEL EDGE PBS44A FOR EACH MOST-USE 14-16d NAILS o HOLDDOWN NAILS At 10 O.C. Y T 0
TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIfREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, successive sheets 19 inches(483 mm),and fastened sufficiently to hold in place. o O ,. ,�i� eE � .�
SHALL BE USED TO MAINTAIN THE LOAD PATH. For roof slopes of four(4)units vertical in twelve(12)units (NDU5) ,v co ff-
DECK POST TO GIRDIER CONNECTION USE:
PC44 FOR EACH POSIT ® ® CORNER STUD �> r d
2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO wrool NAIL PER FOOT. Ice Protection(Section R 905.2.7.1) -2-i6d COMMON ra ' ,
„ o CONNECTED TO to
,j ,; UL
Underlayment In High wind(Section R 905.2.7.2) NAILS AT 6 O.G.
Flashing(Section R 905.2.8) GIRDER TO DECK JOIIST CONNECTION USE: O TRANSFER SHEAR m
(TABLE 3.11 WFCM NiGN WIND EDITION) Chimney's and Firespaces-Chapter 1 MTS12 @ EACH JOIST(
0
WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Energy Efficiency-Chapter 11,see attached report FLOOR TO FLOOR CONNECTIONS- O 0734 '3
Mechanical-Chapter 12 PORCH POST TO DECK USE: 'OR
(110 MPH 3-SECOND GUST - SO MiPN FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.3D General Mechanical Systems-Chapter 13 2-AC4 -USE 14-16ed NAILS �FES S10��
Heating and Cooling Equipment-Chapter 14 CANTILEVER CONDITION JEFFR£Y T. BUTLER, P.£.
STRUCTURAL SHEATHING MAXIMUM NAIL SPACING PORCH POST TO GIRDER USE:2-AC4
SHEATHING LOCATION STUD SPACING Exhaust Systems-Chapter 15 USE 14-16d NAILS
(SEE NOTE 1) (INCHES, O.C.) OR PANEL SIDING FOR Sd COMMON NAILS Duct Systems-Chapter 16
(SEE NOTE 3) (INCHES, O.C.) Combustion Air-Chapter 17 ��
E b Chimneys and Vents-Chapter 18 PORCH ROOF RAFTER TO GIRDER USE: 1 3/4 MINIMUM BP 4
Plumbing-PartVll Simpson Strong-Tie Tie MTS 12 AT EACH ROOF RAFTER EDGE DISTANCE m
4 EDGE ZONE 16 , g- „ MOLD DOWN 5R,'ACKETS AT S�IE�AR WALL CORNERS, � N F 12 (SEE NOTE 2) H-2,5 CLIPS � 16 O,C. Q
INTERIOR ZONE Ib E 6 USE S-8d NAILS O o
AT EACH STUD AND WINDOW AND DOOR OPENINGS
F 12 � m o
E - NAiL SPACING AT PANEL EDGES (IN.) (FLOOR TO FLOOR 4 FLOOR TO zLU 4 O Q
F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Simpson Strong-tie t y� III /� 0 U •y.'.
1. FOR WALL SHEATHING WITHIN 4 FEET OF 1rWE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT U210 2X6 4n T"OUND�TIOI�I:WI=VM FIGURE3.Sa 3.Sb� o 6 Q q z
REQUIREMENTS SHALL BE USED, ��
t EACH RAFTER � N
Simpson Strong-Tie Q N R
4-10d x 1 1/2 AC4
I ,ASSUMES SHEATHING ATTACHED TO STUD FRAMING •
11-1
2, TABULATED 12 INCH O,C, NAIL SPACING -1
1e d AT EACH POST RIDGE TENSION STRAP Q O Z
MEMBERS WITH G>0,49, FOR FRAMING MEMBERS WITH 0.42SGS0.49, THE NAIL SPACINGS SHALL NOTE: C620 USE ,8-8d NAILS Q O
AT LU
BE REDUCED TO INCHES O,C, , •'
0 •L � ,: IEAGH ROOF
6 AttACN LEDGER t0 FRAMING RAFTER (n .,:Q O � � p
MEMBER WITH 2-1/2 X 5 LAG SEE PLAN c.,
3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED : BOLTS At 16" ON CENTER a
- (~ I
M
FOR COMMON NAILS. G o D o �: •• 4 V L
Q 'o Q '& Q '& Simpson Strong-Tie 9)
(TABLE 3.25 WFCM HIGH WIND EDITION-2001) <I U210 2X6 u�. m
SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS D4 o p c';C o C o D D4 0 At EACH CEILING JOIST v RAFTER `I �• z 1a
4-10d x 1 1/2" C z
FOUNDATION MAXIMUM ANCHOR MAXIMUM ANCHOR j n � 0 > D ° a
BOTTOM PLATE TO FOUNDATIC)N D �, a o
BOLT CONNECTION RESISTING': SUPPORTING BOLL SPACING (1N.) BOLT SPACING (IN.) d
(1/2 ANCHOR BOLTS) (5/8 ANCHOR BOLTS) D �> ;� �> C �� �> c °
<1 Simpson Strong-Tie a a RIDGE BEA JOIST HANGER REQUIRED
LATERAL AND SHEAR LOADS 1-3 STORY 4 !' `L\ 4 !' L\ Q (' L\ 4 D D /
U210 2X6 7 •• AT CATHEDRAL CEILINGS
30 45 , 15 D 15 D c a° �' At EACH DECK/PORCH JOIST 2" MINI ER •t •• •• Lssu OR EQUAL •
0 0 0 4-106 x 1 1/2 / °6;�• Strong-TieRIDGE AGE •
�'a`1"1'" TO �° �° � Simpson Strong-Tie Tie •' •>�.
NOTE: MAX 12" FROM EACH CORNER: AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL FOUNDATION Q Q 'p ° T''I�I"'IC,4L �'ORCI-��D CMG p g 1 P5544 TENSION-STRAP
o SSTB28 WITH BP AT EACH POST FOOTING O
PORCH COLUMN CONNECTIONS DETAIL
CONNECTIONS LEDGER CONNECTIONS ANCHOR eOLT DETAIL
. f
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