HomeMy WebLinkAbout37573-Z uF pF Town of Southold Annex 6/24/2013
=off ��ay P.O.Box 1179
H x 54375 Main Road
o Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36310 Date: 6/24/2013
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 4350 The Long Way, East Marion,
SCTM#: 473889 See/Block/Lot: 30.-2-94
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
10/3/2012 pursuant to which Building Permit No. 37573 dated 10/12/2012
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:
finished basement and sunroom addition to an existing one family dwelling as applied for.
The certificate is issued to Sande,Michael&Sande,Ann
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37573 4/17/13
PLUMBERS CERTIFICATION DATED
r
t rize ign ' re
FF cn K TOWN OF SOUTHOLD
moo ay BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
o SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 37573 Date: 10/12/2012
Permission is hereby granted to:
Sande, Michael & Sande, Ann
81 Shafter Ave
Albertson, NY 11507
To: construct Addition &Alterations to an existing single family dwelling as applied for
At premises located at:
4350 The Long Way, East Marion
SCTM # 473889
Sec/Block/Lot# 30.-2-94
Pursuant to application dated 10/3/2012 and approved by the Building Inspector.
To expire on 4/13/2014.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $624.00
CO -ADDITION TO DWELLING $50.00
Total: $674.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD.
BUILDING DEPARTMENT
TOWN HALL
i 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 2110 of 1% lead. .
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliafice'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 a inpleted 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. 10 5 IZ-
New Construction: Old or Pre-existing Building:' (check one)
Location of Property:
House No. Street Hamlet
!Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section_ �1�U Block Lot
Subdivision n Filed Map. `� Lot:
Permit No. l Date of Pernut. /b�I o1 Applicant:1W654
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)-
Fee Submitted: $
Applicant Signature
Town Hall Annex Q`r�$aEFOt�.00, Telephone(631) 765-1802
54375 Main Road y� �z Fax (631) 765-9502
P.O. Box 1179
Southold, NY 11971-0959 �y�llpl �•a0�� roger.richert(Qtown southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Michael Sande
Address: 4350 The Long Way City: East Marion St: NY Zip: 11939
Building Permit* 37573 Section: 30 Block: 2 Lot: 94
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Paul Burns Electrical Cont License No: 3897-e
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor 1 st Floor x Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 20 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 6 Twist Lock Exit Fixtures TVSS
Other Equipment: new sun room and finnish basement, 1-paddle fan
Notes:
Inspector Signature: Date: April 17 13
Electrical Certificate.xls
1
OF SO(/r�o - --
�co ,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROU LBG.'
[ ] FOUNDATION 2ND [ NSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] `FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE 1-30 INSPECTOR
OF SOUTyO�
courm,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ tj FOUNDATION 1 ST [ ] ROUGH P`L13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [n ] ELECTRICAL (FINAL)
REMARKS:�=,L J,. l� .� r—o ,2
All
DATE / INSPECTOR
�OF otip
/ �ycOUNi`[,�
" TOWN OF-SOUTHOLD BUILDING DEPT..
765-1802
INSPECTION .' ' -' .
[ ] FOUNDATION "1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL-
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
$/-]-ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR ,
OP SOUlyolo
.M N
1\ ��y00UNT'l,N�
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) 0 ELECTRICAL (FINAL)
REMARKS:
DATE y' INSPECTOR-; - �=
pF SOUT�o
�ycOUNi'l
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
IN.SPECTIO
[ ] FOUNDATION 1ST [ ] ROU PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION
[ ] FRAMING /STRAPPING' [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: C-
CLZZ_�_ _
di
DATE l INSPECTOR
FIELD RNSPE�QN REPORT DATE COMMENTS
Kl
1114
.��
b
EOUMAVON(1ST}
FOUNDATION(ZND)
L3
CA
ROUGH FPANIlNG& y
PLUMBING
r�
INSULATION PRA N.Y. H
STATE ENERGY CODE
� Y
FINAL
ADDITIONAL COMMENTS
C
Ld
. z
1
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. 3 75 7_�_ Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined D 6"l,20 / Storm-Water Assessment Form
Contact: ry�/U:5:j�-
Approved �20 _z/ Mail
/tpo: i (Z/1AQ9LAI 6T
Disapproved a/c �T 91 L/ U7&J0 A44 J J��f
Phone:_L� )� ®�®'� ®
Expiration ,20—W, /-
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date 20 Z
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months.Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of app icant or name,if a corporation)
CE"l-1A,164,_9204 �/
( ailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation, ginature of duly authorized officer
(Name and title of c 'rporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location o and on which proposed work will be done:
7—
House Number Street > Hamlet
County Tax Map No. 1000 Section _Block �t „ Ll
Subdivision 4V/�
T� - .� ,/�i9,Y�l'JiJj Filed Map No.
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 6;=.r C6)0r�
b. Intended use and occupancy _-5,C7 CgZ-5/04eNCj�—
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars 461A
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A �l
7. Dimensions of existing structures, if any: Front62.Z I 14te&zngear 6C•7 IAZ6ybMDepth
Height � ,° Number of Stories 2.
Dimensions of same structure with alterations or additions: Front C22'/4W&/4r2 Rear 5 C, 7 14V1.x1PbZ
Depth ' -d5q.. I I mfovm& Height 25' Number of Stories �.
8. Dimensions of entire new construction: Front 13,9 Rear Depth
Height 1 j Number of Stories
9. Size of lot: Front 91 . 6q )
1 . 6q , Rear e®� Depth 3/3. 81 ,
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated P-L40
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOX-
13. Will lot be re-graded?YES NO,,eK Will excess fill be removed from premises?YES NO
$J �� 1,rn
14.Names of Owner of premisesm./eg 1-,5AA 6 Address Phone No.e161.35y
Name of ArchitecrL �' _ _� T. iTl1� P�'. Address 6�°'� Phone Noll3J�
Name of Contractor � 5� Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO "0"
* 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—X—
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF�el )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the �7�
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of u
r�!rl 20/0—
t
Notary Public Signature of Applicant
MICE SHAUGHNESSY
Ncory'Publk State of New York
No.R 4528113
Qualified in S k County y
Commission Expire
r } 1
"IDk Town of Southold - Chapter 236 - Stormwater Management
SWPPP - Storm Water Pollution Prevention Plan Assessment Form
GENERAL INFORMATION: (All Requested Information is Required for a Complete Application)
I
APPLICANT NAME: Owner-Agent-Consultant-Contractor or Other(Circle One) Property OWNER:(if Different than Appiicant)
/7K-Ll T EKE ND'
Address:�q/ 1 �SI)D �dre
Telephone# # 27_80 �q TeleP 7 o %# 2_ Fax#:
E-Mail: �1TL�t5 �. E-Mail:
Property Address:) OA) Brief Description of Construction Activity,Proposed Structural BMPs,Soil
S.C.T.M.#: 100o 4rJ�V Stabalization BMPs,Project Scope and/or Sequence of Construction Activity
District Section Block Lo! (Provide Additional Pages as Needed)
Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: m� 6�o4 ,6-—0— �
Address: �• _
Telephone# Fax --- s
E-Mail: O� j Y �f���--
Name of Persons Responsible for Installation 3 Mi!Intenanee of Erosion Control Practice:
Address:
----------------------- i
---------------
------
1
Telephone#: Fax#: •------------•----------------------------=--
E-Mail:
-----...--------------------------------------
Total Area of All Total Area of Land Clearing/,�,D I' , --- ----------"----'--
/ -------------------
J
Project Parcels:z� e & and/or Ground DIsturbance: Z -.-,------- ----------------------------------
(SAIAces)
ProjectDuration: Start End y ---------------„.,._„.,.,,„,„_„--_--„„_------_---_
(Anticipated) Data: Date: --------------------------------------------
/
(Number o/Calendar Days)
--------------------------------------------
Will this Project Disturbe five(5)or More Acres at Q
Any One Time During the Proposed Development? Yes No ---------- ------------------------------------- ;
If YES:Please Answer theFollowingl -------.-------------------------------------
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 of all Potentially Impacted Waterbodies and/or Wetlands:
Inspections will Occur and for What Period of Time? Yes No '
c. Does the SWPPP Adequately Identify All Temporary Q Q
---_ _- ._----------------_-------------------
and/or Permanent Soil Stabalization Measures? Yes No ----_._._._.____.-_____,__.____.__._.._____ ..--------------_
d. Does the SWPPP Adequately Identify a Complete
Project Phasing Plan 7 Yes NO Status of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired...)
e. Does the SWPPP Indicate Additional Site Specific Q Q
Practices that Will be Utilized to Protect Water Quality? Yes No
.................................................................................................................._..._.;_..._...._....._..-...._....._
I. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland...)
Of Intent and SWPPP Acceptance Form for Review Q Q
by the Town of Southold? Yes No I
STAIT OF NF,W YORK,
COUNTY OF .���'��L ............SS
c �/� i I
That I, ....... _ 47 ..... t+Ts...............being duly sworn,deposes-and says that he/she is the applicant for Permit,
(Name of individual signing Document)
And that he/she is the ...................... ................
(Owner,Contractor,Agent,Corporate Officer,etc.)
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
that the work will be performed in the manner set forth in the application filed herewith.
Sworn to before me this•
2 .....day of....... ........ 20Ica`Z i
Notary Public: ... 'P .............. ...............................................
e-. ................. ................. ................ i
SHAUGHNESSY (Signature of Applicant)
SWPPP Assessment FORM: 03-12 Nalary
uuiic So
-4528113
Qualified in Suff Coun
Commission Expire
T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only:
S.C.T.M.ii: Pro Arty Address:
116 Storm Water Pollution Prevention Plan
Review Checklist Checklist # 1 1000 CID Z 1
District Section Block Lot
REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS:(Does the SWPPP Adequately Provide for and/or Indicate the Following:) ,YES I NO I N.A.f Explanation for NO or N.A. Plan Sheet
1, Drainage Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall Location(pg.#)
On--Site. ,
2. Construction Phasing Plan Indicating Sequence of Proposed Construction Activities --------------
3. General Location I r .._..... .......
--..... -- _._...... ._...__.._................... - .._._._.._...._._.....-..__.......-_...__..._........__..__ 0 0
+ 1 + r-- ------ ------ ------ _ _ -- _
4 Draian a Site Plan Drawn to Scale at Sixt 60 feet to the Inch or lar er indreatrn the Following: -
_..-__a__Location and_Descn_pdon of Pro._e Boundaries;.__._____ .____• __ __ _ _ - ------ --
b.
c. All Existiqq,Natural and/or Man Made Features on and within 50 of the Prop rty.Boundary; --
- _ _Test Hole Data Indicatinq Soil Characteristics&Depth to Seasonal Hi h Water Table; --
e. Contours Indicating Property Elevations(Min. ; , r r '_'_____- -- ------- - -------------- ...
p-_v_• ---- ) r�rOrOL -
f. Spot Grade&Finish Floor Elevations forF�cisting'andProposedStructures; - -'---'------`--------------------
Locatlon of Wooded Areas&Isolated Trees with a Minimtirn Dimension of 18"Diameter-, t0+��0, ------------- -•---__.._-..._.__..__.._._.-_r.._.... ....... _ -- - _ ----- ------ -,O�Or�r----------- --------------------------- _.. . . - _
h. Soil Conservation Drstnct Soif Stinrey-
5. Background Information about the Scope of the Project,Location&Description of the Site, , , , ,-----------------------
Proposed Changes to the Site and All Existing Development on the site Includin the Followin '0'�' r
_._.._��_. mRC4�QRIQat& RCISiSjinglotal_Araa ot4and Disturbance 8 Total Site Area;•____ ._ '�'0'�+
a , + r------------------_b. All Excavation,Filling,Stripping&Grading Proposed and Identified-as to depth,Volume -
_ &_Nature of Materials Involved'
i + , r------------------------------------ -
_ c. __ Areas _equiring Clearing.and/or GrubbingL ____ _ _ y -- -- _-_- _ ,O r r
d. All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately � �t''��� i - - ---• --- -- ---
be placed__ ,0,6JIO,
- -- ----------------------------------------------- --� r + r-----------e. All Tem ora &Permanent Ve station to be Placed on Site;
f. All Temporary&Permanent Storm Water Runoff BMP Control Measures Pro osed; __ `-'--`----------------- ------
_-- ----------------------- ------------
g_ The Anticipated Pattern of Surface Drainage During Periods of Peak Runoff; ' ' -----------`-'--`------------------------ ---
---._JrOr_---------------
h. The Location of all Roads Drivewa s Sidewalks Patios,Structures,lJtilities&Other , + r r `---"----------- ---- ---- - . - .........
_ Improvements,Including Temporary Access&ConstructionStagingAreas; r0,0,01 -----------•-------------.--.-__.
--I. 7Fie' xisfing B Final Contours and o�SpotElevationsofthesite.------------------ ---------------------------------------__.._.._...__.. .-.._.....___......
i + r----- ---- _-_
6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion,Sedimentation- , , , , --"-"-----•--•-----•----- -
&Stormwater Runoff Control Measures.
__escrrotion of_Pollution Prevention Measures that will be Implemented. ,D,Or�,
-----------r ---
8. A Description of-the---Minimum------Erosion-----&-Sediment-------Control----Practices to-be--Installed---- and/or 1 + r , - - -"-`-------"- -- -- _.
_Implemen--------------
ted for Each Construction Activity that will result in Soil Disturbance. 0 0
____,escrrption o Construction&Waste materials Expected to be Stored On-Site. �[�� i =------_----_
10. Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the ----------- - - -----•--
New York State Storm Water Design Manual Technical Standard.
__-____-----------------_,____-------_________---_---_---------._.-� , r f______,______-------_--_
11. General Site Plan and Construction Drawings for the Projects--_ ,OiOi�- ------------ -- -•-•-
_------------------------------ - - --------- --3 t , r-------------------------__
-------- _
1 Dimensions,Material S ecifications&Installation Details for AI Erosion&Sediment Control Practices. ;
13._Temeorary Practices that will be Converted to Permanent control Measures. +0'(�r ----- --- -•---
----------•---------------------------------------Y ---------------------------
14. Im lementation Schedule for.Sta In Tem ora Erosion Control Practice or BMP. ------------ -•-- --------
_ _P----- _§(3E_ -------9 �_- P--ry-- ------------------------- a�iDi�s -----------
15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& r + I , --"-" ---------------- - ------
Sediment Control Practices.
- ---------------------------------------------------------------j i ----------------------------------
16. Names of Potential Surface Waters of the State of New York and/or MS4 that may be , , = r -------- -- --
Impacted b Develo ment. r�1�,0+
17. Delineation of Storm Water Control Plan Imelementation Res onsibilities for Each art of the r + + -----------"--`--`--`-"-
---------------------- ---------P--- -- ---------------------
Pro'ectConstructonSite ------ - ----- - -`1�r0'Ok ------ ------------ ---_......__.._.__
----- ------------=---------------------------------------------i i i r---•-------------------------------------
1& All other Existin Data that Describes Storm Water Runoff and/or Natural Draina a Swales_-_ , , , , ___.... ___..
-------------g- ------------------------------------- e -- - 0, ,0 ----------------------------------------------
Repairing,19. Identification of All Contractor(s)/Sub-Contractors) Responsible for Installing,Constructing, ,�+�'0+
Replacing,Ins Acting and Maintaining the Erosion&Sediment Control Practices.
Storm Water Management Control Plan Checklist# 1 : 03-12
DEC "SWPPP" Preparation - .Chapter 236-19 For Department Use Only:
16 1 Storm Water Pollution Prevention Plan s.c.T.M.#' Property Address:/
Review Checklist Checklist # 2 1000 3D Z �C.� —
(Additional Items to be included with Checklist 91 when Article III is trigered.) District Section Block -'Lot'—
REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i i i Plan Sheet
(Does the SWPPP Adequately Provide for and/or Indicate the Following:) YES! NO +N.A., Explanation for NO or N.A.Must be Approved by SMO
+ + + + Location(pg.#)
1: Does the Plan Indicate and/or Show all Items Required by "Checklist #1" in this -
2. Does the Plan Indicate artd/or Show a Description of Each Post-Construction Stormwater
Management_Practice?
3. Does the Site Plan/Construction Drawing(s)Indicate and/or Show the Location&Size of
Each Post-Construction Stormwater Management Practice? + -_- - y
- -- --- ------ - -- __.._ ------- ----- --- -4. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Hydrologic&Hydraulic Analysis,, i
For All Structural Components of the Stormwater Management System for Applicable Storms? +0+�+�+
5^ Does the Site Plan/Construction Drawings)Indicate and/or Provide a Comparison of Post- s i + � �- •-
Development Stormwater Runoff Conditions with Pre-Development Conditions?
6. Does the Site PIanlConstruction Drawings)Indicate and/or Show All Dimensions,Material ' + + f-
Specifications&Installation Details for Each Post-Construction Stormwater Practice? iDiDiD
._------------------------.-------------------_---------_.----------------+ 1 + +----------------7. Does the Site Plan/Construction Drawing(s)Indicate a Maintenance Schedule Provided by + + r + ----'--� -"'--''--------- -"
the Constractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction i0;Di0
Stormwater Management Practice? + + + +
8. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Maintenance Easements to + ---------`--`--'--
Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection
and Repair?
9. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Inspection and Maintenance - ----"- -
Agreement(s) that are Binding on All Subsequent Landowners? +D+O+O+
-______-__--__-_---_J
10. For All Activities meeting the Threshold in 236-19(B)(1),the SWPPP shall be Prepared&Signed ' ' ' ' ---`----"--"--"`---- - --By a Professional in the Principles and Practices of Stormwater Management&Treatment Who
Who Shall Certify thatt he Design Meets the Requirements of Chapter 236.
------------- ------- --------q----------P-------------------i i i f-------------------Does the Plan Indicate and/or Identify All Potential Sources of Pollution which may affect the + + ------__.__. _______
Quality of Stormwater Discharges?
12. Does the Plan Provide Documentation Supporting the Determination of Approval with Regard + + + + ----`------- ------"-'-- -------
to Historic Places orArcheolo +cal Resources that Includes the Followin
a. Information whether the stormwater discharge or land development activities would have
an effect on a property that is listed or eligible for listing or eligible for listing on the 0 0 0
State or National Register of Historic Placer)__________- __----- ! + + +
b. The Results of Historic Resources Screen1n Determinations that have been Conducted; + -----------------------
----- izeAdv _________________ O+�+O+
c. Description of Measures Necessary to Avoid or Minimize Adverse Impacts on Places.Listed,
or EII ibis for Llstin on the State or National Re ister of Historic Places;and '0'�'0'
d. Where Adverse Effects May Occur,Any Written Agreements in Place with the NYS Office J + + +of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to
Mitigate Those Effects.
-------------------- •- --------------------------__________-+r i i r--------------------- ----13. A Description of the Soil(s)Presenresentat the Site,Including anidentificationofthe ---- -----------_----- .-_____
Hydraulic Soil Group.
----------------------------------------------_____-------------s + + L--------
14. Identification of Any Elements of the Design that are not in Conformance with the ; + + + --------- -----" -'""
Design manual,Including Reasons for the Deviation or Alternative Design and a Description
of the E uivalenc w+th technical Standards
--------4------Y-------------------------------------------------r + + +
15. A Hydrologic and Hydraulic Analysis for All Structural Components of the ' ' r__________________" '-"'-'- -----
___Stormwater Management Control System__ + + + +
------------atwasU---------------' ' '-------------------------
16. A Detailed Summary,with Calculations,of the Sizing Criteria that was Used to Design + + + + '--'--"--"------------------
All Post-Construction Stormwater Management Practices. ;="=:=
----------------------------9----------------------------_.------z + + r---------------------------------
17. An Operations and Maintenance Plan that Includes Inspection and Maintenance , , , , ------------------
Schedules and Action to Ensure Continuous and Effective Operation of Each
Post-Construction Storm Water management Practice. i i i
Storm Water Management Control Plan Checklist#2: 03-12
r` ,
o
Town Hall Annex Telephone(631)765-1802
54375 Main Road 631)765-995
P.O.Box 1179 `: 0 roper.richert 02- (a O`vim.soutnoQd.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT i
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY. Date: / ZZ 13 i
Company Name: I GL I � t C� ( <Ioc
Name:
License No.: g Q 7
Address: ��� ox l G ) So v� k 14e
'Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name: /�1r'c�ic�o-j s�n�s✓.
*Address: q5 510 G o �-2- C
*Cross Street: _S- �
*Phone No.: ?762—
Permit No.: 3
Tax-Map District: 1000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That,Apply)
*Is job ready for inspection: �/ NO. Rough In Final
*Do.you need a Temp Certificate: YES/NO')
Temp Information(If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: /� PAYMENT DUE WITH APPLICATION
�v a6 6^1
BP-Request for inspection Form `�� f.,V 0
® TOWN OF SOUTHOLD PROPERTY RECORD;,CARD
OWNER STREET 350 VILLAGE DIST. SUB. LOT
finh ;'S�tde- T4 e PU�ze' fea c,4 Fa tw -z,,c, ,j,, D,
_FORMER OWNER T f'0425 N E ACR.
JCS i c.i .Sj op-erda<S ff w-(- S W TYPE OF BUILDING
F.
RES. a�0 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
J �p P_ p ,� _
D L�d 60 6 V f �.2 0 �� ���7f7L� �6�D ' ��000, 1, l7613 .t 1.��I�CfE/IFS qi 1 NG
L �?G3
/NCO V 8 �6 7� �7/3�/�a SuLD A/�l�u R. SKpprRDHS aW►' 4 �� cMires 4WD F 16z
14 74on 4300 � �� 25 �o �/ �.� qc{— L //c/7 76-7—�� (`S � ��,��Fi/�5 r-0F5 �✓i
.w
Tillable FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD
Mead##and DEPTH
House Plot BULKHEAD
Total
rw@ '
xi
, x
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Foundation
Basement
iL
•• j7 + Ext. Walls •,, � Interior Finish
-- - • FirePlace
-•
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• ••- TypeRoof Rooms •• :•
r. 0 ' Rooms 2nd Floor
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Jeffrey' T. Butler, P. E. , P.C. 206 Lincoln Street
Architectural and Engineering Services Riverhead, NY 11901
Tel: (631) 208-8850
Fax: (631) 727-8033
October 19,2012
VIA MAIL
Town of Southold
Building Department
P.O.Box 1179
Southold,NY 11971
RE: 4350 The Long Way,East Marion NY
To Whom It May Concern:
Enclosed is a check for$424.00 for the remaining balance of the building permit for the
above referenced property. Please mail the building permit to my attention at the address above.
Should you have any questions,please do not hesitate to call.
Sincerely,
Melissa C.Butler
pF SO!/TyOlo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
,e
Southold,NY 11971-0959
COUNTY,
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
May 21, 2013
Michael &Ann Sande
81 Shafter Ave
Albertson, NY 11507
RE: 4350 The Long Way, East Marion
TO WHOM IT MAY CONCERN: L'�jy
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
`NOTE: Inspector is requiring Amended Plans for Trench Pour or l `\�
Foundation
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (contact your electrician)
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept
BUILDING PERMIT: 37573 —Addition/Alterations
LOT 68 296.56 49.6
VACANT
<
0
rq 6•Zg'3o E � f CC CLe.
7.�.� `' 1D1.D} CC
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CBOT 67 0 �
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C) GRAVEL OR`_� j0 4• �J n n_ hl
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00
(b 46.0 n n n n o
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� nr`n 576.28'�'� LOT 66
VACANT
TEST HOLE
TOPSOIL
-0.5•
:p CLAY
V SANDY
N LOAM
•P
-1a
D CLEARING LIMITS: 11,470 Sq.Ft. =•47.09'
'
R O saND AREA: 24,386 Sq.Ft. = 0.560 Ac.
GRAVEz ELEVATIONS ARE IN ASSUMED DATUM.
p�/] NO SURFACE WATER EVIDENT WITHIN 300 FEET.
ADJACENT DWELLINGS SERVED BY,PUBLIC WATER.
CERTIFIED TO: JOB NO. F2035 SURREY OF
FIDELITY NATIONAL TITLE INSURANCE COMPANY MAP NO. 6266 LOT 67
OF NEW YORK, TITLE No. FNT9921961 FILED:6/l V 1975
MICHAEL SANDE REVISIONS.- MAP OF
ANN SANDE G'+ PEBBLE BE CH FARMS
ADO PROP. DW£LLTNG 12/3/99 { �• ,1�. �nW EAS£UEHTS AND/OR SUBSURFACE STRUCTURES RECORDED OR URRECORD£O T2/t9/2000 f f sIruA rE Ar 1'32 VIN
i•hwayARF NOT GWRWT££O UNLESS PHYSIJILlY EVIDENT ON THE PREu/SES ATADO£D SAN. SY5 L0� Or/►9/2001 " • 2 Ha on BaN.Y. 46THE DUE OF THE SURVEY. REV. SW. SYS. LGa 011291200TEAST MARIONGUARANTEES INDIGITED HEREON SHALL RUN ONLY TO THE PERSONS) FOR W 0 -5330
MAS TOWN OF SOUTHOLD
MOV THE SURVEY 1S PREPARED,AND ON HIS BE/WF TO THE TITLE'CO/J- c•:'�•�•�z•�C,-,3. -
PANY, COVERMIENTAL AGENCY AND LffVOWG WST/lUPONS LIS►f0 NER£OTL �IOTC CllalgSt LS.
N SUFFOLK COUNTY NEW YORK
AND TO THE ASSIGNEES OF THE LENDING WSnTUnON. GUARANTEES ARE - 1Ai`�" FC SuGCessoTs t0
Nor TRANsFERABIE To ADDInONAL WsnruwNs OR suasEouEHr owNERs Y t. b; �1 " t Paul T. Canaltzo, LS Robert A Kurt L.S.
THE OFFSETS(OR DIMENSIONS)SH08N HEREON FROM THE STRUCTURES TO = SCALE 1 ' = 50' JUNE 11, 1999 Good Ground Surw�
THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE- r 8G P.C.
FORE ARE NOT INTENDED TO GUIDE THE£RECWN OF FENCES. RETA/MNG �
wAc1s FOOLS. PAWS. PLMTLW AREAS AODITKJNS TO BWLD/NGS AND IICenSi3�n6�050149 SC.T:M. 0lST. 1000 SEC.30 BLK. 2 LOT 94
ANY OTHER COMMUCDON.
STORM DRAINAGE GALL: EXW5TR8r6MRLTERFASW STEELORN90D SITE PLAN OF:
(PROVIDED FOR EXI5TING Pk ELLIN6 AND PORCH, IeW.WTHOUT WRE MESH 5 FFM POST hYPJ HQIK%SILT FENCE SNA'L BE PLAUV PARNIA TO SLOPE CON am TO LOT 6-1
PROPOSED ADDITION AND PATIO ONLY) TU1MM PaVW EFF..4MY.DWWT AND REPAIR SILT FENCE AFTER
D MAX OL.SPACDO W EACH STORM EVENT AN'REMOVE WHENT NO WESSW REMOVED F1AW C MAP OF
KIM SUPPORT H3U S8WIVIM SHALL BE Vf':051TEp TO AN AREA THAT WLL NOT ALLOW f— PEBBLE �u FARM
of..tG
VOLUME = AREA x RAINFALL x COEFFICIENT cm-5IzTRmwoRL G Tr J'v M
EX.PALO = I,gob SF
SITUATE AT
EX.PORCH = I61 5F .-•
• '"' — 36'►O FULE WX) EAST MARION
(TO BE CONVERTED TO LIVING 5P) ''�''' STEB ORW�ODFt75T i\/\ ': `"i\ \/�
PROP.ADDITION = &0 5F ` •:• >'::'•'t. FLOW' / / ;;;<, % / / TOWN OF SOUTHOLD
PROP.PATIO = 350 5F -+ �`'`
pA►+ %, , r_�:::�\y/\; SUFFOLK COUNTY,NEW YORK
TL.AREA = 2,4gq 5.F. 'i 4'X 6'1RENUi #
S.G.T.M. 1000-30-2-q4
RAINFALL = 27HR. = 0.161' — _ N f\ /\\// W COMPACTED
COEFFICIENT OF ROOFXONC. = 1.0 ,. 5'
i / / /\/ \\/\\11 \, , O WSTST pREAM SER M OF FOSTT . . • �\ SITE AREA: �j m
2,4GG S.F. x O.Ibl' x ID = 417.33 GU.FT. \//�\//�\//\ /��i`./% ,//\// //\//\ \//�3�, 24,386 SQ.FT. (OSbp AGJ m �
VOLUME REQUIRED = 411.33 GU.FT. �\� z . j \j\j /\� INSTALLATION a"
\j\y /\y\\/ vlwN R11 CLEARING LIMITS:
SILT FENCE DETAIL IF
11,410 s(�.Fr. (4-r.o%)
�r
USE EXISTING LEAGHIN6 POOL: - y j/\/ DATUM: ASSUMED
(I) b'(Pxlb' DEEP LEAGHIN6 POOL WIT ToSCALE \\�\X NO SURFACE WATERS EVIDENT
n m
i//\✓
VOLUME PROVI WITHIN 300 FT OF PROPERTY. W m x
PROVIDED =: b75.84 GU.FT. ��\l• , O
2q6 56 ADJACENT DWELLIN65 ARE
THE EXISTING LEACHING STRUCTURE PROVIDES AMPLE W SERVED BY PUBLIC WATER. x:
VOLUME FOR STORM DRAINAGE REGAJIREMENTS. PROP05ED 25 xl4 PATIO ° Lu
ON GRADE(PITCH AWAY FR,)M z O
EXISTING SANITARY SITE PLAN BASED ON /�
ORIGINAL SURVEY BY: a Q Q
SYSTEM TO REMAIN HOUSE ®}�4a/L.FJ ��
% NORTHSTAR SURVEYING,P.G. w O
EX15TINO 132 W. MONTAUK HIGHWAY �"� N
m BILGO DOORS EX10%UEoN JN6 LIMIT(TO REMAIN I HAMPTON BAYS,NY IIg4b m
rn x b31128-5330 x EXISTING 8' DIA.xiz�' DE;.:P
cs lA „ O LEAGHIN6 POOL ._-' " DATE: 12-ICI-00 w
E o g
z w N-I6°2�'3� rol PROP.LERCr_-IOi'IO EGO ON PER DETAIL O
\ _ loo.gx 2A' r O
(THIS DWG) - �Ci -1 BUAll
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EXI5TINS 00 .: , w G?
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y �M�iy�cF N STORY PROP. ER�'ON CONTROL PROTECTION, V pep � � 4'/
— FRAME INSTALL SIL 'FENCE AND HAY BALE 3
z rn N y DYJELLIN6 5' BARRIER PE Q DETAILS 073p
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r 51.3' 1q5' (THI5 DWG)
0 rn N 10� 12
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11 ASPHALT DRIVE 30 4' TEST HOLE B"No HIRE Q
r GONNEGT GUTTERS TO TOP �SOIL ORTW
-o lol ox ( x 2�STAKES O
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TM
rn ��°2a�30„ PROPOSED b'ADDITION G a Y � STRAN w g m
X 5 (ONE STORY) LOAM SALE �z LV 0 3 0
rn EXISTING COVERED PORCH TO BE EXTENDED -16 eRADE PP, d�2 Q
AND COVERTED TO LIVING SPACESEcnO
5 ' '•_' 'j ' `" m O Q
N LIMIT OF CLEARING,GRADING AND -24 �RAv>clN O f O
GROUND DISTURBANCE - 430D 50.FT. 0 IL
+I � �earTOM of Har eES a � � 0
DRADLAa 0 ►,n� (v
o �
R
M a ° N �
COMPACTED PLAN z 1[
S 1 TE PLAN BAGKFILL A -- -- B, FI�� s
5TME5(TYPJ,5m 5fGwk BALES TO BE 5ET IN
HAY BALE FLOW PA
CC
30 15 0 30 V
GRAPHIC, SGALE I" = 30'-O" 2'z2'5TA�
BALES TO BE SET (TWO EAC.Ii B:
IN 4'TRENCH ELEVATION
STRAW BALE BARRIER ® LEA%41NG -OL STRAH BALE BARRIER
NOT TO 5GALE --- NOT TO SCALE of I
i 1
REScheck Software Version 4.4.3
CN=J( Compliance Certificate
Project Title: 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:
Sande Mike Sande Jeffrey Butler
The Long Way JeffreyT. Butler, P.E.,P.C.
East Marion,NY 206 Lincoln Street
Permit#10/12 Riverhead,NY 11901
631-208-8850
Compliance:
Compliance:1.7%Better Than Code Maximum UA:119 Your UA:117
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 • • UA
Assembly Area or or D••
Perimeter •
Wall 1:Wood Frame, 16"o.c. 640 15.0 0.0 37
Window 1:Vinyl Frame:Double Pane With Low-E 154 0.340 52
Wall 2:Wood Frame,16"o.c. --- --- --- ---
Exemption:Framing cavity not exposed.
Ceiling 1:Flat Ceiling or Scissor Truss 178 21.0 0.0 8
Ceiling 2:Flat Ceiling or Scissor Truss --- --- --- ---
Exemption:Framing cavity not exposed.
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space --- - --- --- ---
Exemption:Framing cavity not exposed.
Floor 2:Slab-On-Grade:Heated 26 10.0 20
Insulation depth:2.0'
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 be to meet the 2010 New York Energy Conservation
Construction Code requirements in REScheck Version 4.4.3 and to comp) the mand ry requirements listed in the REScheck Inspection
Checklist.
Name-Title Si a Date
OF NEW T. Yp
BU 'p
CO
y CC
c� Rff I� II w 2
mZ��p 073493 v=�
AROFES S`O�P
Project Title: Addition Report date: 10/02/12
Data filename:sande.rck Page 1 of 4
CREScheck Software Version 4.4.3
NJ( 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-21.0 cavity insulation
Comments:
❑ Ceiling 2:Flat Ceiling or Scissor Truss
Exemption:Framing cavity not exposed.
Comments-
Above-Grade Walls:
❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation
Comments:
❑ Wall 2:Wood Frame,16"o.c.
Exemption:Framing cavity not exposed.
Comments:
Windows:
❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Floors:
❑ Floor 1:All-Wood Joistlfruss:Over Unconditioned Space
Exemption:Framing cavity not exposed.
Comments:
❑ Floor 2:Slab-On-Grade:Heated,2.0'insulation depth,R-10.0 continuous insulation
Comments:
Slab insulation extends down from the top of the slab to at least 2.0 ft.OR down to at least the bottom of the slab then horizontally for a
total distance of 2.0 ft.
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.
Project Title: Addition Report date: 10/02/12
Data filename: sande.rck Page 2 of 4
Air Sealing and Insulation:
Lj 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.
(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 Ll 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:
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.
Ll 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.
LI 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).
LI 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 150.4 cfm(8 cfm per 100 f12 of conditioned floor area).
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 225.6 cfm(12 cfm per 100 ft2 of
conditioned floor area).
(3)Rough-in total leakage test with air handler installed:Less than or equal to 112.8 cfm(6 cfm per 100 f112 of conditioned floor area).
(4)Rough-in total leakage test without air handier installed:Less than or equal to 75.2 cfm(4 cfm per 100 112 of conditioned floor area).
Temperature Controls:
❑ 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.
O 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:
❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
Lj 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:
Project Title:Addition Report date: 10/02/12
Data filename:sande.rck Page 3 of 4
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:
❑ Heated swimming pools have an on/off heater switch.
Lj 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.
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 watt for lamp wattage>15 and<=40
(e)60 lumens per watt for lamp wattage>40
Other Requirements:
❑ 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's').
Certificate:
Lj 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: Addition Report date: 10/02/12
Data filename: sande.rck Page 4 of 4
2010 New York Energy
Conservation
Construction Code
Certificate
Insulation Rating R-Value
Ceiling/Roof 21.00
Wall 15.00
Floor/Foundation 10.00
Ductwork(unconditioned spaces):
Glass&Door Rating U-Factor SHGC
Window 0.34
Door
Heating &Cooling Equipment
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
DESIGN GR1TER1'4: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET),
WiND SUBJECT TO DAMAGE FROM
(WINTER AIR ICE SHIELD USE/
GROUND SEISMIC FROST
SNOW SPEED EXPOSURE DESIGN LINE !DESIGN REEZiNG UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF
` LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP INDEX REQUIRED I-IAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION
u MODERATE SLIGHT TO ii 599 YES FROM 1998 40 of 20 of PERIMITER EDGE ZONE ■ 31.2 pef EDGE ZONE ■ 29.1 pef SFD 26'0'I FIRST FLOOR ■ 1658 SQ.FT. TYPE V
45 pef 120 B C SEVERE 36 TO HEAVY MODERATE FIRM MAPS p p INTERIOR ZONE ■ 29.6 pef INTERIOR ZONE • 24.6 pef , SECOND FLOOR a 536 SQYT
SEE DETAIL SHEET FOR TABLE R301.1 TABLE R301.5
NIGH WIND CONNECTION
REQUIREMENTS ALLOWAIBLE DEFLECTION OF MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI)
STRUCTUAL MEMBERS
STRUCTUAL MEMBER ALLOUJABLE USE LIVE LOAD
DEFLECTION EXTERIOR BALCONIES 60
DECKS 40
RAFTERS HAYING SLOPES GREATER THAN 3/12 PASSENGER VEHICLE GARAGES 50
WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 ATTICS WITHOUT STORAGE 10
ATTICS WITH STORAGE 20
INTERIOR WALLS AND PARTICIANS H/180 ROOMS OTWM THAN SLEEPING ROOMS 40
- - - - - - - - - - - - - FLOORS AND PLASTERED CEILINGS V360 SLEEPING ROOMS 30
- STAIRS 40
ALL OTHER STRUCTURAL MEMBERS L/240 GUARDRAILS AND HANDRAILS 200
12 — — _ SPHALT SHINGLES — — — — — — — — FINISH
IOR WALLS WITH PLASTER OR STUCCO H/360 r !f; TABLE R301.6
12 FINISHES
WALLS-WIND LOADS WITH BRITTLE L/240 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE z
_ — — - — - PER SQUARE FOOT OF HORIZONTAL PROJECTION
EXTERIOR WALL64111ND LOADS WITH °
N
FLEXIBLE FINISHES L/120 TRIBUTARY LOADED
AREA IN SQUARE FEET W
-12- - - - - TOP OF PLATE NOTE: L-SPAN LENGTH,H-SPAN HEIGHT FOR ANY STRUCTURAL
- MEMBER
_ A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS O.'1 TIMES
12 THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE O TO 201 TO OVER
-- DETERMINING DEFLECTION LIMITS HEREIN. ROOF SLOPE 200 600 600
- - - - FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12
RR312
GUARDS RISE 4 INCHES PER FOOT(1,3) TO LESS THAN
RR312.1 Guards required. Porches,balconies or raised floor surface* 12 INCHES PER FOOT 0.1) 16 14 12 L z
- - - located more than 30 Inches f 162 mm)above the floor or grade below shall N
RISE 12 INCHES PER FOOT (1:1) AND GREATER lu
z have guards not lees than 36 inchse(S14 mm) In height. Open sTdse of 12 12
12 12 p
__ - APRON FLASHING stairs with a total rise of more than 30 Inches(.62 mm)above the floor or m
grade below shall have guards not lose than 34 Inches (064 mm)
TOP OF SUBFLOOR •In hetghtmeaeured vertieelly R �
from the nosing of the treed*. PE 0F WORK:,__, _
RR312.2 Guard opening limttatione. Required guards on open
_ - - - - - TOP OF CEILING sTdse cfstairwaye,raised floor areas,balconies and porches shall have
Intermediate rails or ornamental closures that do not allow PROPOSED FINISHED BASEMENT, PROPOSED CONVERSION
passage of aephere 4 Inches(102 mm)or more In diameter. OF SCREENED iN PORCH TO LIVING SPACE, AND PROPOSED 00
EXCEPTION, The trianguI&openings formed by the riser,tread ADDITION TO SAME. ADDITION OF STONE PATIO ON GRADE
® ® and bottom rail of a guard at the open side of a etairway are
permitted to be of such a size that a sphere 6 Inches(152 mm) cannot pass
- - through, To the best of my knowledge, belief and professional
-- o
judgement, these plane and/or specifications are in
- - - _ - - compliance with the 2010 Energy Conservation
Construction Code.
Ll
Ll- - I All non-erglneered lumber to be Douglae Fir s2 or better
-------- -- - -
TOP OF SUBFLOOR
GRADE - - - - TOP OF FOUNDATION R-F 301,2,2.4 Weights of materials. Average dead loads shall not
exceed 15 pef (0.12 kN/m2) for roof0ceiling assembliee or 10 (pef
1 1 I 1 I (0.48 kN/m2) for floor assemblies, except as further limited bg .44
Z I RR301,2,2. Dead loads for walla above grade shall not exceed: .� ALL..
t
lu
-L r
I O 1 1. Fifteen pef (0.12 kN/m2) for exterior Iight-frame wood walls. to a}
O W f
�-------------------------------- ------------------------- ---~ BID2. Fourteen pef (0,61 kN/m2) for exterior light-frame cold4or-mad �-- r
11 II
I I 1 I rI ---------------------------------------------- ------ I steel Walls,
T _
45 Y
3. Ten pef (0.48 kN/m2) for interior light-frame wood walls, m
O' I ---{ 4. Five pef (0.24 kN/m2) for Interior light4rame cold-formed L x
I I I T-
1 1 1 I 1 I I I
*tee walla. �
+___i - - - - TOP OF FOOTING Lu------- ---T'--------------------` �---------------- Z
L I 1 5. 1=lghtg pef (3.83 kN/m2) for 8-Inch-thick. (203 mm) maeonry
walls, Uj
N
FRONT ELEVATION 6. Eighty-five pef (4,01 kN/m2) for 6-inch-thick (152 mm) con—crate N 0.
walls, IL
EXCEPTION:EXCEPTION: Roof/ceiling dead loads not exceeding 25 pof (1.19 U_
kN/m2) shall be permitted in Seismic Design Category D2 pirovlded lu
10'011 the wall bracing amounts in Chapter R6 are increased in
accordance with Table RR301.2.2.4,
2'0" MIN. ENGINEER:
-- _-- 1tHE ADDITION MUST COMPLY WITH THE 2010 RESIDENTIAL - F
CODE OF NEW YORK STATE, THE 2010 ENERGY CONSERVATION CODE
EXISTING PROPOSED g. I OF NEW YORK STATE, THE 2001 WOOD FRAME CONSTRUCTION
MANUAL, W.F,C.M. 2001, NFPA 10 STANDARD, THE NATIONAL
ELECTRIC CODE AND THE ZONING CODE OF THE TOWN
- - -- - — - - - -- TOP OF PLATE v r- x!1`::'a`•.�('I�' cr
�-_ . ---- - ---- -- �I OF SOUTHOLD. II
- NOTE: ALL WINDOWS ARE ANDERSEN A SERIES (DP50), GRILLE
PATTERN TO BE FINAILIZED BY OWNER. PAINT FINISH ON THE INTERIOR.
- - CONTRACTOR TO PROVIDE STORM SHUTTERS TO SATISFY WIND E BOURNE
- --- DEBRIS REQUIREMENT. ~�.
JEFFIR T;BUTLER, P.E.
-- _ - ASPHALT SHINGLES
-- _- - - - MATCH EXISTING - APPROVED AS NOTED
TOP OF SUBFLOOR DATE '- B.P. #
— - -— TOP OF CEILING
� FEE:
B DEPARTMENT AT Q
765.1802 8 AM TO 4 PM FOR THE
-_ - --
® ® _ FOLLOWING INSPECTIONS;
1, FOUNDATION-TWO REQUIRED A 0 u p
-- 0 s
°° Q u z
G O
2, ROUGH•FRAMIN OC a
m
-- - x N — STRAPPING, ELECTRICAL&CAULKING 0 O o w
- - 0 T 3, INSULATION I1J 0 z�
4, FINAL-CONSTRUCTION&ELECTRICAL U) I
MUST BE COMPLETE FOR C.O.
-- L DA SIDING Q-
ALL CONSTRUCTION SHALL MEET THE CL
- _
- -- MATCH EXISTING — - -— TOP of SUBFLooR REQUIREMENTS OF THE CODES OF NEW o
YORK STATE. NOT RESPONSIBLE FOR
-- - GRADE - - -- TOP OF FOUNDATION s'
DESIGN OR CONSTRUCTION ERRORS, CL1(SL�
AK IJ
Ij
1
---------------------------
---,-------------- ----- ---------- - o �.,.�_ a:. o
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_-
l y 1 I I 1 I
-_'T--'
PAGE
T`- T------------------ T--------------------------------- -��- TOPOFFOOTING •< 1` g°'
IC�>4�-IT SIDE ELEVATION �-------------------�-------------------------------- -- - - -- j�;�,.� ��� �I.p� k, ,
;�
1 0� �
to
CONT RIDGE VENT
— - -— TOP OF PLATE
ONT RIDGE VENT
ASONRY
- - _I HIMNEY
12 �
EDAR SIDING — — — - -— TOP of Su5FLOOR
MATCH EXISTING
— - -— TOP OF CEILING z
O
a
0
00
Lij
EXISTING
ILCO DOOR
- z
— - -— TOP OF smr-Lom
w
GRADE — - - — TOP OF FOUNDATION
m
I I
I
1 1 ______________. 1 I •_.________-_ 1 I I
EXISTING WINDOW
1
TO BE BLOCKED
--------------------------------------------+ I I I 1 1 I
i 1 I CLOSED, WATERPROOF i ' ' ' ' ' °O
---------------- -----------------------------------------T� I I I I 1 1
I I I I I I I I
I I 1 I I i I I
I I I I I I 1 I
1 ` ` I I I J I
•a----------------------------------------- --------------------------- ----------------- ------- --------------------- ------------- --------------- ---------------- — - - — TOP OF FOOTING
r•
1 J 1 i,
1 �
r
1 1 1 i 1 I
•----------------------------------------------------------------------L-------------------L-------.----------------------L-------------J-----------------J-----------------j
REAR ELEVATION �
r-
� N o
� O
LL X o
12 l� o
ca z
12
PROPOSED EXISTING
— - 77 - — TOP OF PLATE
ENGINEER:
Of C N
so
— - - — TOP OF BUSFLOOR
— - 77 - — TOP OF CEILING JEF:t=REY Tr BUTLER, P.E.
-- g
50
o 0
z 0
u1 �
WOOD STEPS AND
RAIL PER CODE — - - — TOP of eusFLooR 0 A a
0 LU
GRADE — - - — TOP OF FOUNDATION Q O W O Ul
0 O0wwI
I II I I I
cn
1 I I II 1 I 1 1 I 1
1
I I 1 II I 1 1 I
--------
1 I I 1•--------------- I I Z I wp
1 1 1 1 O I O M
I , i i cy1 I
I CL
I I 1 I ' I • tr
---------------- I 1 I I r---+---- -----------------
0o cc Y
rJ I I 1 1 J
I I I 1
I I I
1 I I I 1 r_-a T__ a.
I IL O
I
• -- T--1STEP FOOTING
I I
30 DEG MAX. = O
1 , , I 1 I II
r a-----------------T a---- ----------------------------------------------------------------------J-------L�---------�---a T---- — - - — II
I 1 1 - TOP OF FOOTING
`------------------i-----J------------------------------------------------------------------------J-------L--------L- 0
s
LEFT SIDE ELEVATION
2
of
SECTION R303 For the purpose of this section, the exhaust from dwelling unit toilet O 40 WATTS MIN CFL TO PROVIDE ANCHOR BOLTS AT EACH CORNER
LIGHT, VENTILATION AND HEATING rooms, bathrooms and kitchen* shall not be considered as hazardous SATISFY R303 SIM (TYPICAL) - SEE DETAIL SHEETS
R303,1 Habitable rooms, All habitable rooms shall Ibe provided with or noxious, PROVIDE
5 5/8/8" ANCHOR BOLTS Moll O.C. MAX.
aggregate glazing area of not less than 8 percent of the floor area R303,4,2 Exhaust openings, Outside exhaust openings *hall be located WITHIN 1' OF EACH SPLICE IN SILL PLATE
or such rooms, Natural ventilation shall be through windows, doors, so as not to create a nuisance. Exhaust air shall not be directed onto PROVIDE ARTIFICIAL LIGHT AT SEE DETAIL SHEET FOR INSTALLATION
louvers or other approved openings to the outdoor air, Such openings walkway*, fo FOOTCANDLES MIN AT 30 INCH
shall be provided with ready access or shall otherwise be readily R303,5 Outside opening protection, Air exhaust and intake openings ABOVE FINISHED FLOOR PER 13'11"
controllable by the building occupants. The minimuim openable area to that terminate outdoors shall be protected with con•oslon-resistant NYS RES CODE R303
(MATCH EXISTING)
the outdoors *hall be 4 percent of the floor area being ventilated, screens, louvers or grilles having a minimum opening size of 1/4 Inch
PROPOSED e" P.C. WALL
Exceptions: (6,4 mm) and a maximum opening size of 1/2 inch (12,1 mm), in any dimension. VENTING CALCULATION:
ON 16" X 8" P.C.P,C, FOOTING
I. The glazed areas need not be openable where tthe opening Openings shall be protected against local weather conditions. Outdoor 1800 CF • 0,35/60.45,5 CFM
is not required by Section R310 and an approved) mechanical ventilation air exhaust and Intake openings shall meet the provisions for exterior EXISTING HVAC SYSTEM 1350o Pet)
system Is provided capable of producing 0,35 air change per hour In wall opening protectivea in accordance with this code, HAS 150 CFM SUPPLY LINE OF P D 08 A_TI_O__________________________________ _ ----------.--_-----------v-----
-------------�-P-�e- ------ ,
the room or a whole-houss mechanical ventilation eq&tsm I* installed R303,6 Stairway Illumination. All Interior and exterior stairways shall A + '
capable of supplying outdoor ventilation air of 15 cubic feet per minute be provided with a means to Illuminate the stairs, Including the landings - d •- - - r - a v A r v 4 • C
(cfm) (1,08 L/s) per occupant computed on the bests of two occupants and treads. Interior stairways shall be provided with an artificial light 1 ' c
for the first bedroom and one occupant for each ,addttlonat bedroom. source located In the immediate vtclnity of each landing of the *tatrway. ' a PROPOSED 1 '
This exception shall not be allowed in owner-occulpled, one-family dwellings For interior stairs the artificial light sources shall be capable of � ' ' 1 1
not supplied with electrical power In accordance alth Section RE3301.5. Illuminating treads and landings to levels not less than i foot-candles ,_XGAVATED o o
2. The glazed area* need not be provided in roolms where (11 lux) measured at the center of treads and landings, Exterior atalnuays i i a i --- ACTS. FILL, 12" LIFTS G �D
-------- --------------- ------------------ -----•
1�e,r�1 1 1 ZS —I— 1 — 1------
Exception 1 above Is satisfied and artificial light its provided capable shall be provided with an artificial light source located in the immediate ANGHOfd AND f30ND
of producing an average Illumination of 6 footean<dlss (6.46 lux) over vtclnity of the top landing of the stalnuay. Exterior et.alrways providing ' a 1 NEW TO EXISTING WITH
the area of the room at a height or 30 inches (16i,2 mm) above the floor access to a basement from the outelde grads level shall be provided 1 i •4 MED I2" N
II t be allowed In ownelr-occu led, one-ramll with an artificial light source located in the immediate vicinity of the ` 1 Er1E3ED �" MIN 1
level, This exception she not p y i `a •v _ o, "a v U v a •v 'I 1
dwellings not supplied with electrical power in acoordancs with Section bottom landing of the stafrway, EXISTING
RE3301,5. Exceptions=
B ILCO DOOR Y�11 / 1
R303,2 Adjoining rooms. For the purpose of det:ermtning light and a v • IVY' i EXISTING 8" P.C. WALL
ventilation requirements, any room shall be conefde;red as a portion of 1. An artificial light source Is not required at the top and bottom p p D' ON l6"X 8" P.G. FOOTING
an adjoining room when at least one-half of the aresa of the common wall landing,provided an artificial light source 1s located directly over each n ° 0 , v
fe open and unobstructed and provides an openir;ig of not less than etatrway section, ° ' REMOVE EXISTING WINDOW °
one-tenth of the Floor area of the interior room beut not less than 25 2. Owner-occupied one-family dwellings not supplied with electrical i AND FRAME, BLOCK IN OPENING,
square feet (2,32 m2), power in accordance with Section RF3301.5, PROVIDE WATERPROOF° ° / G a Z
0 O
G ' MEMBRANE ON EXTERIOR Q
Exception: Openings required for light and/or verntllation *hall be R30316,1 Light activation, The control for activation of the required interior
° 1 EXiSTiNCx
permitted to open into a thsrmally Isolated sunroovm addition or patio stairway lighting shall be accessible at the top and bottom of each *tatrway -
cover, provided that there fe an openable area b�etwesn the adjoining without traversing any steps, The illumination or exterior ataliways shall be Q o REPLACE i REPLACE UNEXCAVATED p z
ISTIN ' ISTIN - a U`
room and the sunroom addition or patio cover of not less than controlled from inside the dwelling unit, u ° (VINYL) i (VINYL) a ° 4 ° _ _ _ G
ons-tenth of the floor area of the interior room beut not less than 20 Exceptions: ° _ _ _ _ _ _
square feet (1,86 m2), The minimum openable area to the outdoors shall U 4 `v '' ° a `o p U p a .v p ,v p. p a •v p U p o ,v p D z
0
be based upon the total floor area being ventilatted, I. Lights that are continuously Illuminated or automatically controlled, °
R303,3 Bathrooms, Bathrooms, water closet Companrtmente and other 2. Owner-oeeupled one-family dwellings not supplied with electrical
similar rooms shall be provided with aggregate glazing area in windows power in accordance with Section RE3301,5, 1 ME OM I
of not less than 3 square feet (0,219 m2), one-half of which must be R303.1 Required glazed openings, Required glazed openings shall open CONTRACTOR TO ISTIN �"
U O
openable, dtrectly onto a street or public alley, or a yard or court located on the same W ( GIVE OPTION FOR F
Exception: The glazed areas &hall not be required where artificial lot as the building. D °
.Z OWENS CORNING 5/e" F.C.F,c, G,W.B.
I and a mechanical ventilations tem are rovtided, The minimum R303.1.1 Roofed porches. Required glazed openings may face into a roofed BASEMENT WALL OVER FURNACE I a IK p
light y8 p aLLI
rates shall be 50 cfm (23.6 L/s) for intaermfttent ventilation porch where the porch abuts a street, yard or court and the longer side or c SYSTEM, PER CODE, 11 , v U v _ 77
0-
ventilation ~ �
or 20 cfm (13.4 L/0 for continuous ventilation. Vemtllatlon air from the the porch Is at least 65 percent open and unobstructed and the telling height co OO PROVIDE FRESH i O m
apace shall be exhausted dtrectly to the outside,. This exception shall Is not lose than 1 feet (2134 mm), _ _ _ AIR INTAKE_ _ 1 .
not be allowed in owner-occupied, one-Family dwelllings not supplied R303,8 Required heating, When the winter design temperature in Table R301,2(I) J N u
with electrical power in accordance with Section IRE3301.5, is below 60'F (16'C), svery dwelling unit intended to be occupied between • 3 0 ' -( O I I a =
R303,4 Opening location. Outdoor intake and exihau&t openings shall September 15 and May 15 shall be provided with heating faciltttes capable of ° � � I I a °C
G C
be located in accordance with Sections R303,4,11 and R3o3.4,2, maintaining a minimum room temperature of 68'F (20'C) at a point 3 Feet (S14 mm) FQ z EXCA ED CELLAR
R303,4,1 Intake openings, Mechanical and gravity outdoor air Intake above the floor and 2 feet (610 mm) from exterior wall* In all habitable rooms � STORAGE y °J Q O � `n m
openings shall be located a minimum of 10 feet (31048 mm) from any at the design temperature. The use of one or more portable space heaters shall o g (PROPOSED RECREATION ROOMS iK w
hazardous or noxious eontaminant, such as vents, elhlmneys, plumbing not be used to achieve compliance with this eeetion, UNFINISHED EXISTING SLAB � z
vents, streets, alleys, parking lots and loading docks, except as Exception: Owner-occupied one-Family dwellings subject to the approval of the a d) X SUSPENDED PANTRY z
otherwise specified In this code, Where a sources or contaminant Is code enforcement official, X Z ';� CEILING AT • 1'8° O O �_131 a— AREA W
located within 10 feet (3048 mm) of an Intake opeening, such opening
shall be located a minimum of 2 feet (610 mm) belcow the contaminant N O O ® O O O (K
v
V p I- f1
source. U..
�• - EXISTING
° —- —GIRDER
- - - E ITI1sGIRDE GIRDER
- - -------e ° lu
s
'� INSULATED P a v a `� °
4 ` PROPOSED TILE FLOOR w 2' 165
EXISTING COLUMN, i1—PROPOSED DROP CEILING
RR310 WRAP IN PINE, PAINT, e
TYP, D
EMERGENCY ESCAPE AND RESCUE OPENINGS
'Q U_
RR310,1 Emergency escape and rescue required. Baasements with habitable �/
openable; smer enc �/ a O O O u OO ,ti ? STORAGEa r U
spats and every sleeping room shall have at least once opens g y /'• CL.1' UNFINISHED p
i V
escape and rescue wtndow or exterior door opening Ifor smergsncy escape and 5-1001 G Zv
rescue, Where openings are provided as a means of escape and rescue they NAILS tr
U z
shall have a sill height of not more than 44 inches (11198 mm) above the '
v � ° �- � —
floor, Where a door opening having a threshold belcow the adjacent ground
elevation serves as an emergency escape and rescue opening and Ia provided s �-' _ N (V
d D^ d Q d D Q 0 4
with a bulkhead enclosure, the bulkhead enelosurs ,heall comply with C11
,"^1y�'.
RR310.3, The net clear opening dimenalone requfread by this section �- ' /- a v •a °' 'w v e FLOOR TO CEILING BUILT IN CABINETS (DESIGN BY OTHERS) v O
p g ,�' ° °
*hall be obtained by the normal operation of the window or door opening - �_ _ PROVIDE ACCESS TO EXISTING WATER METER ° •
from the lnslds. Escape and rescue window openings with a finished sill J -• �� _ p� v
height below the adjacent round elevation shall be provided with a window ' J a a EXISTING 4 O J�jJ
g j g p _ -_ vwWATER METER a °
RR310,2, a M
well in accordance with
Za`
RR310,1.1 Minimum opening area, All emergency escape and rescue 5-10d
p ' 1 O 1
openings *hall have a minimum net clear opening of 'S.1 square feet (0.530 NAILS I
i NOTE: CONTRACTOR TO PROVIDE 1 COAT'
o), 4
EXCEPTION: Grade floor openings shall have a mllntmum net clear I I 1 FOUNDATION
NDATIOr>RYLO CONCRETE SEAL TO INSIDE AAL (3 1 LL
FOUNDATION WALL PRIOR TO FINISHING Wzz;LLS. (U� ,I LL
opening of 5 square Feet (0,465 m2), , DRYLOC TO BE INSTALLED ON ENTIRE I1i Q
L PERIMETER OF EXISTING CONCRETE 1 1J.1
RR310.1,2 Minimum opening height. The minimum net clear opening height D D
OI
shall be 24 inches (610 mm), M *I z
RR310,1,3 Minimum opening width, The minimum net *clear opening width SiI I��OI� �RO��-�I� LINE O ' -`
shall be 20 Inches (508 mm), --------------- , r , �-__--
�--IS HURRICANE TIE � F PORCH ABOVE O
RR310,1.4 Operational constraints. Emergency escapps and rescue
nal from the inside of thFs room without the use I
openings *hall be operatic r FINISHED BASEMENT
FLAN
P
of keys or tools,
LIVING AREA = 160 SQ, FT, W
G o s t
SMOKE DETECTOR EXISTING o a '5 ��/'
CONT. RIDGE VENT 2X12 RIDGE INTERCONNECT PER CODE ;� 73%
� a UNEXCAVATED C-sARAC•sE a �or-e=ss,`;
2X10 RAFTERS NOTE: PROVIDE SiMPSON LSSU28
1/2" CDX SHEATHING JOIST HANGERS AT EACH RAFTER/ ® CARBON MONOXIDE DETECTOR
p °
�:.— ..
150 FELT CEILING JOIST CONNECTION. ONE PER FLOOR .` ° ' JEFFREY T. BUTLER, P.E.
12 ASPHALT ROOF SHINGLES
p
12 MATCH EXISTING a a
G o
2X4 C.T. a 16" O.C. b, �• +-
IN UPPER THIRD TaBli E R4O2.2 a a O
MINIMUM SPECIfir-IED COMPRESSIVE N
STRENGTH OF CONCRETE ° _ ° o
R-21 INSULATION
MINIMUM SPECIFIED Z O ,,,
—-—-—TOP OF CEILING COMPRESIVE STRENGTH (F'C) `), Q
(MATCH EXISTING PLATE) - U Y
1/21, Ill z
�� ON WALLS AND MATCH EXISTING WEATHERINNG POTENTIAL ~ zLL
I/2 GWB CEILING OVERHANG AND TRIM TYPE OR LOCATIONS OF
N la : O
2X4 STUDS NEGLIGIBLE MODERATE SEVERE z U �' a
R-15 INSULATION CONCRETE STRUCTURES Q , y o w Q
O _amF
1/2" CDX SHEATHING - BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 0 Olu
TYVEK HOUSEWRAP = EXISTING COVERED PORCH 2�O° 2�O° 2-�D` W
EXPOSED TO THE WEATHER
CEDAR SIDING TO BE CONVERTED TO LIVING MATCH EXISTING BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT W
MATCH EXISTING SPACE GARAGE FLOOR SLABS 2SOO 2500 2,500 p N
BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND 2,500 3,000°OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER
PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE -
„ WEATHER, AND GARAGE FLOOR SLABS
° 3,500°'2,500 3,000°'
4 SLAB —_—_—TOP OF SUBFLOOR
—TOP OF FOUNDATION FOR SI: I POUND PER SQUARE INCH • 6,895 KPA.
• (COMPACTED FiLL) 0 A, AT 28 PSI,
`. B, SEE TABLE R301,2(I) FOR WEATHERING POTENTIAL,
24" DEEP RIDGID P Z 0 C, CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FFREEZING AND THAWING u Q
PITCH GRADE AWAY > INSULATION (R-10)
FROM FOUNDATION, TYfP. •� •� 5 3: DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN1 ACCORDANCE WITH FOOTNOTE D.
•. AT PERIMETER •. 0 0 D. CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT 0PERCENT BY VOLUME OF CONCRETE)
ih CO- SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCE'_NT,
—TOP OF FOOTING F. SEE SECTION R402,2 FOR MINIMUM CEMENT CONTENT.
SECTION A-A PAGE :
NOTE:
ALL LUMBER THAT COMES IN CONTACT WITH 3 of
CONCRETE WILL BE ACQ LUMBER
0
13' 11"
SHINGLE RIDGE CAR_ RIDGE VENT 6 /
�} '.t,. ':i'ii''h:N„r,;n',,4a••. 1 I, 8 ,M' '11 2' 6111(
r i nid0ivrra r�'1'edSion` B5 '�' i;:$..�,, u:a u.i i t' • 211
..,;tm;,,c>�sa;: a:�:•r -- ;;n.;r:, ,+?$"` . >+.,.«.rr:°x;!n;�,aµ,y'.'uj•,.•'�"�•:t•.�' ;'*^�...: +::Ra.;'< ,
�¢ _ - ff..3t,.t.w�..Y�.�Clda�,` �v�: tai:ff•r...�:t,
ag '3 ...v,': ;N` :'r�??: .;s'at?:rq'',rcl.<ms� taL'..• ,!b:.�.;Y%v'i�:?,!u `f'c'�,t i..s a�y >.i
a
,
CtR 010 3
� -EXHAUST AIR CXW 15-3
,t,W&D phis product is preferau/e(v similarconoe'ctors because of W ; SHINGLES-\S'f d. a)easier insl:a/feriun,bi hrgher loads,o)lkwer Installed cost, ! �y varucal vloeA l „
' ' ROOF SHEATHING (TYP.) ( � (� D r� Z-1 3/PROF". X'I /4 LVL HDR•
"a r•r; . or d epmbuiarimr of these restores. p l \ Q�l \ Q�l \ Ql \ Q�� Q�� Q�� Q�� Q
IU'I p FELT PAPER
'f',•• ' HDU Holdowns are pre'dcfi:CIeU during the rnanufauluring y
pro cess,vlltually eiiminaung di lance,load dui to material stretch. f^Ilw,e;for o :1 D D DDD DDD DDD DDD DDD DDD ODo%
They use Simpson Strung-Tier'5tmng-itrve"s rewS I(SDS)tvldch install dam'umAa4 4`.m a
easily and provide reduced fastener slip,ta.mg SOS strews resu,ts in a paip�sss : I o'fi,x siaASA esl In /PROP. 2x10 R.R. -
o i�r O 'i N • 16" O.G. • 16" O.C•—� �n
(o
greater net section,when compared tc Loll IN
m no material Is removed. I Ir'' aa, Q0 r��y]
n^1 re,a'reA) 'M'',� H Tn•naAcp •„t 11 1
The HDU se ifs of holdowns are ues yu,:d to rt;placie previous versions • And m U
of the product such as PHD's as vwi•as ur,led hoidowvns.The HDU2,4 'i'' RAFTER Q�-�JD QO�O
and 5 are direct replacements for toe,H U: 5 and 6,rntsoectively. f � / 1�
T D� `� PLATFORM ANO� D X r C
Far more information on holdown onions,conlact!Simpson Strong Tie, i' � ;
SPECIAL FEATURES: _ _ � ,,�'� -+ o D o D oDD oD DD DD DD �' U
HDU act ;` STEPS AND RAIL �D X
•Pre-deflected body virtually e i it uan:s deflertiom due patent < .' °'}rrM ' " v VVV T A VVV v J a LINE OF EXI _ING PORCH i� r �y X
tomaleriaistreich• ns12,4s,, I +�+r +' ri^;++ a - O GR DE m------------------ --------- '------ F U
.','•liens SOS screws WtIiC11 ASiFi!�e'a5�1",red Ufe fd!S10nef 611p,and { d,�i - `� - ».�r;-r.��?r•;•4�+','4nk'",' 4.9x ";`•ii��i�.�,�,15 D PER CODE -T-_ -- ----___-_-'� - --�-- _ - U
provide a greater net sector arc2 of t'ne post cotmpared to bolts i, �ak'n9 :`} Q Q v v Q Q ° ram/EXISTING WO R.R, EXISTING 2x10 R,
•SOS screW's are supplied virtu tP;hi;idnwns Ip recsure D`- JDOo DDDDDDDDDDDD�DD ,i".-i:a<,;•:,M �c i • l6" O.G. • hi O.C.
proper fasteners are used. -�. ::ill';•No stud bolts to counters nl,x unemr s. 1A"xmom :ri RIDGE BEAM D -v 1 ry
g +mx,; i Typical HDu 11e D D� PROPOSED STONE PATIO —�MATERIAL:Seetable FINISII:Gaivdn�ted P<st-- rr�n�1 °`'r4" Between `' �It J� EXISTING CO ERED PORCH
INSTALLATION: •Use a''l specdmd tact rn:r s.Sse Gemeral Notes. i> el, ° 8rcr''c S '.:;; �I D y I�l I p�T�t I L -
°J{: OPITCN t0 REAR, PROVIDE BASED Q O ,O _ -
-For use in vertical and horl:on:al a,r.oi'cations. ). n.'i
•NoaseIt,nalwasherrequ'.red °tt m O AND STONE PER OWNER �Q� �D o PTO BE CONVE TED TO LIMN
To tie muiti;;le 2x members Iou;lter the Designa:r must determine u P f° QDD QDD jpu vDD �� OQ "' SP CE
the fasteners required to jo-n i:e memoers to atct as one unit °- Prrtse ve5ve+tall D DD DD DD v ~
bsriremay 0° Horizontal HDU r
without splitting the wood Sze pane 20 for SD6 values. - 4 >o •• rc!,ureA "�'<'',` ',r,;; Off{et Installation - D D ��4;0;`V r TILE``rINI�H OVER
•See SB and SSTB Anchor Cn'4s on 4 " a (� ) _ X
i` Plan View} D� �/
Q�� �/ RAD14N HEAT ON
pages 27.29 for anchorage crPrnr - �-'� :;'.. r', i..:,5��i _ -
For!hoidovins,per ASTGP testa=' tic; o]
•SDS Screws install best will a ,{;.:.. r ri;_
lo'.v spiced high torque dr!.v,an standaards,anchor bait nut should - '' ," f ;tart "+i::! ';D oo Q� OO �� 1 P.C. SLAB o p
I ' " .'
p be fir a r ti nt 4' ?'
a 3`a°hex head driver. g' 9 plus/a[o,4 turn with
•Reter to technical low e6r• a Wolf wrench,with eonsideiat.on 3O$2 30r✓-2 30r✓2-2 Q�I / Q� O l O� M/ ,f
T ANCHORSFEG for post-in,l.diu,t pivetn to pess,ble future woad "' EXISTING 2x6�,J, • 16 O,G, l
J 0 Z
anchorage solutions(sac Joe& shrinkaaoe,Care should be taken to ��:' •:'a' '�yiwwn - — - - — -
19f for details). not otver-torque the nut.Impact
CODES:See page 12 for Code Retcrrnce. wremches should not be used. Vertical HDU Installation Sae footnote'? `� EXISTING Z- 13/4 Ix 11 Vt3' M.L UPSET " X
\ / r � X _
Key than, _. . /' I X U V N Bc
Dintensians;..' — 1 •, ----�' Ntiniintlm;' Alipwab(e Tension Loads(i bS:)?' ;, N \�s ,'� 25'2" :' 13'3n /
Fasteners rn
tin:) Woad' (160}. code= `r--------------------------- -------f ' o
Member -
Ga 1 Anchor T aelieclion ai: oaf.•. 1 r '--'-
No, D .'sellDia. SDS - Thickness` Fgp I�,SPF/HF Allowahlel.nada(' 1 1 i
w H BD+ $ •' tn.� :Screws' (in.} p (irt•1
HDU2-�DS2.5 14 3 8',,. 3 1"/e ; % o DS ie x2lr" 3 3075 7.215 EXISTING i LiTC� /
HDU'4 SDSt.5 14 3 loi:•r, ° �;tr- 11e /a - -10 SOS bi01/2' 3 4565 3285 0114 1 1 O
MHDU5SU52.5 14_ 3 t:.1'..n=. 314� '• 7'1e--- y° 14-SOS'�ix?,,i : --S_._. - 5645 - 4065 -T0115
TY--� a sBo: 43os' 0.064.' EXISTING FAMILY ROOM 1 1 0 �� 0 '
K 110U 3- D52 5` 10 3 i lc 3"t i''' tl: i y 20'$US Y3 x2Yz" sir' 16.L24, r i ; ; i ; 2-I 3/4° X Ii I/t�\" 'LV� NOR.
1
�V
;.
1= r -�- � . ATH
,
MASTER
�; �:�w-+.:..���.�. .__..., .,.:_'.I _ � .` '-•:• ;,... z 7�7p St;fiS <1
T -__----- c r 51/;` 9535 6B65 :0131 1 1 ----- 1 ® Z
HOU11-0132,5 10 3 1 22',; 3,a 1'/a 1 30-SOS r^x2'./i -- - -----
°'• I � 7Ya 111'15 8045 - 0137 1 ' ------------------------ --------------------------------------------------ol �
- --,--__ _7�4»_ 13 0-• 1v36a a.i�z. BEDROOM - FALSE RIDGE -
,; HQ�14SD$2.Si 7 3 �2 .i.v' 3i1'.('t!H tsr,e' 1 36SOS1s'x2Ya' _:
_ - ,u `'bit. ,. _�1492Sti�` _fir-74�, ;I. •01T7_� w__.T_ I 1 � O o
1.Allowable loads have 5edn;nG+edSt'd�i eA':icadkC Df rNintld load eerafDn5 a:'dq fasteners,Holdo'wns;hail be Installed ce9tered aloft he v:idlh of pie amiched post. 1 f�AY �'LG' • 10'C" 1
no fudher increase alluav rl;tau cr,r.h,;,:cd n!oac durah,tons govern. 5 Tension values are valid for holdowns hush or raised off of sill plate. ~ 1 m
2.The Designer must specify anchor n.n r type,s'(M and emtbee.ment.See Se and 6.Deflection at Highest A'ov+able Tension load includes tastenor srp,holdown
i G SSre Anchor tints(pages 27-29/PL!tr I•,,L;c•coca•hullattin T•ANCHORSFLC far elongattor,and anchor bolt elongation(L=6')Additional elongati of anchor ticks _
tell fit ann`,or solu;;ans(srr-pays h;i!,r o'i,:.74j, shall be accounted for by the Designer when hoidu'.ans are raised higher[Iran 6'.
3 Siruclurl composite lumber cu;mro s „+.:sdrr;chat show r aidtcr the vr!de lace cr the 7_iahma'ad leads may be doubled when the t111U is Installed on apposde sides of the
w odors ct the lumber shancsleerear; ,:;:,!,e m ina tabics ri-eflect instaliat on into^nclarge
weed memhrr provided either rho post s enough to prevent opposing holdown
once tack See technical bu'l Kin T-SCLCC.U%ir.,for values con va aari face(,coal sci'aK'interference or the holdovnts are offset to eliminate screw intederericas. - Y - - - - - - -
cb (seepage 191 for de at+s) a Noted hi allowable loads are Ii on a 61/V wide post(6.r6 ftrin), en 14
4.Post design by Specifier.Alien,€die trial,vA:ues are based o)n a minimum avcod member AI!iiiii loads are Lased on 3'.6 wide post rniia!mwn.
thickness,n the.dirccdon of the fade, r I> muaon.Posts,rn::y consist of Ind.lple 2x y------------------ '
9.Requires heer,y hex anutor net to achieve t,alwlzlod loads(suppkcro Ivith lwfdo vM. (1 -{
etemt>Ars provic'ed Utesr are designed to ac,as one unit independently of;ba holdosn
� 11 tV
,�+ - ,. +;*:z.• e;a' s. 'm°-^.^s:n:«n:t;,'=,^.,t:�^-„^s s, + 'x„ ','b,+ "p,.�a'°r,+*:e4'+�'S -,i r'.'.K''«rn;"`^'`t?.^:'8..h` �/' ``�\` IN ;
h,`J
f y r!r 1 II
.f,, "l''- :�iner;7.°�ly.�;', 'ziy iiiz+ id`.r,.= ."ya ,.,w..fzb .:z;.rrS.: -'`..'^'.t:�.,�.....,:.k.{•a 11'.,'�}'�'ti .. .f `i,.. ''' ,,nF'` - wuatA+`,..,, _ s""�:a,.ulww� / ♦ rJ O
�I1' 21011 2r 4" --_--_—_--_- _---_------ ---
The P110 Series of pre--deflected ho(dawns are being oi. 2 O°
V � � 2- 1 3/4"x9 1/4'r M.L. F USH
replaced by HDU hold0lwns.For specifications that HOW I
call for a PHO,Contact'Simpson Strong-Tie for ( t, W�(�C� ' X
equivalrmt HDU models.See above for details on ' ,` ,; ;. EXISTING �•I-C- EXISTING D
O
the HDU series of pre-,deflected holdowns. EXISTING 1rj
VENT W.C. O
MASTER DINING ROOM KITCHEN
$ATH WO" CLG. o o s'o" cLG. l I i 1
T = _ RM, z �—
I
C N
I l I I $C �(
��jl UJ.LC- EXISTING 2' It
d �
I
' FOYER I , STEP � � V
_ I WO" CLG. HGT. _ - _ I _ O r N
,o o I 1 O �"'� r
WOOD STRUCTURAL PANEL N L -D w ---T_ �� I m `A
WIND-BORNE DEBRIS PROTECTIONFOR I 1 ( cYl
FOR WALL OPENIING PROTECTION OF120 MPH 3-SECOND WIND GUSTS N 3052-2 30210
( MAXIMUM MEAN ROOF HEIGHT: 35') I 2s52-2 I i } X in
EXISTING COVERED PORCH
EXISTI G I M z
5/4" x 6" STK CEDAR
1 i + 2 CAR caARAG�EJU
1
SHUTTER ASSEMBLY LINE OF WALL ABOVE r I N
° L - - - - - - - - - - - - i •-------------i rn
N.T.S. \ \ PORCH GIRDER
FOR PANEL SPANS: I \ L _ — _ _ _ _ — _ _ _
0<ii WIDE SPAN •J�' \ \ I r--T--, ' ��--
I STEP '
23/32"APA SPAN-RA',TED 48/24 SHEATHING GRADE PLYWOOD \
(OVERLAP AROUND OPENINGS 4')
1 •
ASSEMBLY:
ATTACHING STRUCTfURAL PANEL:FASTEN TO BUILDING w/ °I I - ENGINEER:
#1i(w/WASHERS)GALVINIZED OR STAINLESS STEEL I I '00 r 1 EE
"WOOD SCREW @ 1(6 O.C. I 1 O' O
" .. ,•� C i.N y w.�.
� -T. Q 9,
I I I
ALTERNATIVE FASTINER FOR SHUTTER TO BUILDING: • I � --------- ,� �
#10 TEE NUTS ATTACHED TO BLDG.w/#10X1-1/2 (W/WASHERS) \ , I 1 rlj �.
MACHINE BOLT @ 12"O.C. \ \ I ; N ; 44n ,r" +►�'' w
'C'': f w
t' rT d
JEFREY T. BUTLER, P.E.
II 1 i
I i
II II � i
ULTIPLE SECTION ASSEMBLY: O
11 11 1/411 THICK BOLTS V OC
8'xl' O.N.D. S'x'1' O.H.D.
11 11 I
II II I I
II II I
I
I I I I I 4'10" 71511 41611 9'6" 6'10" 6'S" 22'2" �- Q z m
I I I i
SHUTTER ASSEMBLY I I 1 I f
N.T.S. 1°I�' 1 of%' 1,1,- I�,
In 1 � z0
FOR PANEL SPANS: I I I I I I I I 1
N Ll U -
� 1`UilZ4OL a
4' 11 WIDER SPAN I I I I I
Q � � ri
I I II
23/32" APA SPAN-RATED 46/24 SHEATHING GRADE PLYWOOD �d�'' I�'' 1•I' FIRST FLOOR FL W O Z JIM
w m N
(OVERLAP AROUND OPENINGS 4 ) 1 11 11 I) 0
it I I I I EXISTING LIVING AREA = 1380 S O.FT, 0 (L
2x4 STRONG-BACK°.. le 24 OG
PROPOSED LIVING AREA ADDIITION = 88 SQ. FT, 0
ASSEMBLY: I I PROPOSED PATIO - 350 SQ. F7r,
1). PREASSEMBLE PLYWOOD TO 2x4 S: � 10x3 (w/ WASHERS) GALVINIZED OR � � N
o
STAINLESS STEEL WOOD SCREW • 12" o.c. i!, EXISTING GARAGE AREA - 500 SQ. FT. �'� o �
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I
olox3 (w/ WASHIERS) GALVINIZED OR STAINLESS STEEL
EXISTING FRONT PORCH AREA = 148 60, FT.
WOOD SCREW 0 16" O.C. EXISTING PORCH AREA (SCREENED, �'�1"1' LEGEND
ALTERNATIVE FASTiNER FOR SHUTTER TO BUILDING: TO EE CONVERTED TO LIVING ,SPACE = iSO 60, FT, u °
010 TEE NUTS ATTACHED TO BLDG. w/ •IOxi-1/2 ( W1 WASHERS) ------------------------
MACHINE BOLT ® 12"' O.G. SMOKE DETECTOR EXISTING 2x4 WALL TO BE REMOVED
® INTERCONNECT PER CODE
® CAR50N MONOXIDE DETECTOR
ONE PER FLOOR EXISTING 2x4 WALL TO REMAIIN
PAGE :
PROPOSED 2X4 WALL 4 O
FACE OF FOOTING
2x4 CONTINUOUS
LATERAL BRACE AT 6' O.G.
TRUSS OR CEILING JOIST
2-10d NAILS
GABLE END TRUSS
wf
U �
0. .
O O " __3
to
10-8d
==] NAILS
ILL 00,
ol� \�/ H/3 BUT NEED NOT H 5d COOLER NAILS AT 10" O.G.
/\\> EXCEED 40 FT. MAX.
\\%\�%\�\/�\` BRACE
w H 4 d NAILS TO EACH
H/2 BIUT NEED NOT
EXCEED 15 FT, MAX.
GYPSUM BOARD
/ //% 5d COOLER NAILS AT I" O.C.
\ �/\ 20 GAUGE STRAP z
0
10-5d NAILS
ex
FOUNDATION CLEARANCE FROM SLOPE6
PIGURE R403,1,71.1 ENDWALL STUDS
ENDWALL JOISTS
GA5LE ENDWALL 5RACING
A A (WFCM FIGURE 3, 1a)
BLOCKING
BLOCKING
EXTERIOR OR BEARING WALL
SECTION A-A a�
TOP PLATES
1=L.00R 5RACING AT AND IBAYS
STUD ' I /I_
NOTCH GREATER THAN (WFCM FIGURE 3,6b)
50go of THE PLATE WIDTH
BORED HOLE MAX 16d NAIL At 24" O.C. GYPSUM BOARDLu
DIAMETER 609. "
16 GAGE (0.054 ) AND 1.5 WIDE
OF STUD DEPTH
METAL TIE ACROSS AND TO EACH
5/8" MIN. TO EDGE SIDE OF THE NOTCH WITH 8-16d `
f' NAILS EACH SIDE WOOD STRUCTURAL PANEL
LL
5/8 MIN, t0 EDGE
INSTALLED IN ACCORDANCE Lu vo t-
Ip Sd NAIL AT 6" O.G. Q� dJ co
�� WITH NAILING SCHEDULE � t- N
NOTCH MUST NOT EXCEED TOP PLATES Sd NAIL AT 4 O.G. (ALL PANEI EDGES) (TABLE 3.1, WCFM HIGH WIND EDITION) -- r,
40% OF STUD DEPTH N N
8d NAIL AT 12" O.C. ON ALL cz
FRAMING MEMBERS NOT AT d
PIPE PANEL EDGES O �Q
12" MAX.
BORED HOLES SHALL NOT (a) OUTSIDE CORNER DETAIL
NAILS BASED ON ,�/ � z m
BE LOCATED IN THE SAME
SHEAR WALL REQUIREMENTS
CROSS SECTION OF CUT OR GYPSUM BOARD
NOTCH IN STUD TOE' 1= LATE FRAMING TO ACCOMMODATE FIFINC� Sd NAIL AT 6 O.C.
- (ALL PANEL EDGES) (v O- �
NO CEILING CENTER 2x BLOCKING --
NOTCHING AND E!oORED > OLE LIMITATIONS DIAPHRAGM ON SHEATHING JOINT LU
REQUIRED LL1
*� }� /� * WALLS
I /� I 15/32 WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANEL
FOR INTERIOR 1'�IONTBEARI G Wf LLS ON GABLE FACE AND ON WALL BELOW
INSTALLED IN ACCORDANCE
BASED ON SHEARWALL REQUIREMENTS 16d NAIL AT 24 O.C. WITH NAILING SCHEDULE ENGINEER:
(WF-C.M 2001 65C HIGIH WIND EDITION
//�� '' I (TABLE 3.1, WCFM HIGH WIND EDITION) ,.�� NC1N YO"Z.,;�
RAFTERS AND CEILING GA5LE ENDWALL, 5ALLOON FRAMING FRAMING MEMBERS AT PANEL /rC��O` !C �
JOISTS OR APPROVED `` `��, � t
' I EDGES AND 12 O.C. ON ALL 0) i �+1
PREFERRED METHOD FRAMING MEMBERS NOT at �'
ROOF TRUSS 4 .r' , w
PANEL EDGES
SECOND STORY
TOP PLATE- (b) INSIDE CORNER DETAIL ���",� � 073•
TOP PLATE `� c �
S
SEE DRILLING AMC) -� p •r ���,�.
NOTCHING PROVISIONS EXTERIOR CORNER FRAMING
JOIST IS PERMITTED TO
P.
8E CUT OR NOTCHED WALL SCUD- JEFFREY T. BUTLER, E.Q
TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS
SEE DRILLING AND SEE DRILLING AND ,
BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS
WFCM SECTION 3.3.1.1.1 1/3 SPAN WFCM SECTION 3.4.1.1.1
JOIST ENDS TO BE O Q
W'a'
� BLOCKED AGAINST WALL �' u
STUD O-r F— ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE 4" WALL
WITH WFCM 3.3.1.3-END RE..S'I('RAINT \ 0 z 0 U a
FOR BLOCKING AND 3.3.1.4 BRIDGING A
BORED HOLE MAX TOP PLATE \15AND O
JOIST AND BRIDGING �\ _ M E p
DIAMETER 40% OR BLOCKING SEE WFCM SECTION 3.3 I �$ 0
OF STUD DEPTH
BEARING RIPPLE STUDS TUD TO RAFTER CONNECTION 21" CLEARANCE Q (N� tQ V O
5/81 MIN. t0 EDGE WALL HEADER OR FLOOR TO FLOOR CONNECTION 24 CLEARANICE Q a 0 Q
DEPENDING ON CONDITION, SEE IN FRONT OF d V � 1p �
5/8" MIN. TO EDGE DETAILS ON SHEET 'i OF 1 THIS SET OPENING Q O W lu I—
LAP TO STUDS LAVATORIES W --
LAP JOIST 3 IN. MIN. O d - 4
BOTTOM PLATE WATSHOWER Cn d I„
OR BLOCKING FULL LENGTH CLOSET
NOTCH MUST NOT EXCEEDBAND JOIST 11 O (L
25ge OF STUD DEPTH � � �-
NOTCHES SHALL NOT BE JOIST , HEADER STUDS WALL STUDS 15�� WALL OR BIDET 15 WALL. O o
LOCATED IN MIDDLE ONE-THIRD SILL PLATE aim I
N
OF STUD LENGTH NOTE:
IF HOLE IS BETWEEN 40% AND 60% CRAWL SPACE SUBFLOOR • UPLIFT CONNECTION IS REQUIRED p
OF STUD DEPTH, THEN STUD MUST BE OR BASEMENT __ AT EACH END OF HEADER AND TUB 'v
BORED HOLES SHALL NOT FOUNDATION - T T---T
BE LOCATED IN THE SAME DOUBLE AND NO MORE THAN TWO AT BOTTOM OF HEADER STUDS IN i
CROSS SECTION OF GUT OR SUCCESSIVE STUDS ARE DOUBL.FD GC�
i i Nbi U i i ADDITION TO CONNECTORS I�NECECt WALL STUDS AND At TOP AND
; ; �
NOTCH IN STUD AND SO BORED i � R2UIR�I� � � BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE �
_L 1
PLATFORM FRAMING INTERMEDIATE STUD TO PLATE TUB
NOTCHING AND 50RED HOLE LIMITATIONS BEARING WALL /FOUNDATION
HEADER TO STUDS: USE LSTA 18 W/14 IOd NAILS PAGE :FOR EXTERIOR WALLS AND 5 i IN WALLS
STUD TO PLATE/FOUNDATION:
AUA , A D RAN
(OPENINGS LESS THAN 6 FEET): USE DSP W/8 IOd NAILS IN STUD AND 4 10d NAILS IN PLATE
(OPENINGS GREATER THAN (o FEET): ADD PHD5 AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET 1 WATER CLOSETS
CU11=CM 2001 S5C HIGH WIND EDITION) TYPICAL FRAMING AND UPLIFT 4W-IUM
FIGURE fR3012 � OfCONNECTIONS FOR OPENINGS FIXTURE CLEARANCE5
(TABLE 3,10 WFCM HIGH WIND EDITION)
120 MiLE PER HOUR ZONE - NAILING SCHEDULE ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WiND LOADS
The design of this structure Is based upon the prescriptive approach using the GENERAL NOTES: (110 MPH 3-SECOND GUST - SO MPH FASTEST-MILE WIND SPEED PER TABLE R3-1,2.1.3D
(TABLE 3,1, WFCM HIGH WIND EDITION) Wood Frame Construction Manual,High Wind Edition (WFCM)published by The American Forest 1.All work shall be performed In accordance with all state, STRUCTURAL SHEATHING MAXIMUM NAIL SPACING
and Paper Association. (2001) municipal,local zoning and 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 best standards of construction (SEE NOTE 1) (INCHES, O.C.) OR PANEL SIDING FOR 8d •
COMMON NAILS o
JOINT DESCRIPTION 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.C.) .
All non-engineered lumber to be Douglas Fir#2 or better The American Institute of Architects Conditions shall apply E 6
ROOF FRAMING Wind Limitations-Section R301.2.1 to all work performed on this project. 4' PERIMETER EDGE ZONE 16 0
Design Criteria-Section R301.2.1.1 (See Table R301.2.1.2 for Wind-Boma 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
Dead Load-Section R301.4 prior to commencement of conrxtruction. The Contractor shall be E 6
CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-8d PER JOIST Live Load-Section R301.5 responsible for corrections not reported once he has started work INTERIOR ZONE 16
Light and Ventilation-Section R303 except for hidden job conditions.. F 12 (SEE NOTE 2) •.
CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) S-16d EACH LAP Minimum Room Areas-Section R304 3.Contractor shall guarantee to the Owner that all materials and
Ceiling Height-Section R305 equipment incorporated in the wtork will be new,and that all work GABLE ENDWALL RAKE AND RAKE TRUSS E 4
CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIILED) 9-16d EACH LAP will be of good quality,Sanitation-Section R306 g q ty,free 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 date of the final Certificate of Occupancy.
Glazing-Section R308 4.The Engineer shall not be reslponsible for the construction means, E - NAIL SPACING AT PANEL EDGES (IN,)
es Z-8d EACH END Garages and Carports-Section R309 methods,techniques,sequencers or procedures,or for the safety F . NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.)
BLOCKING t0 RAFTER (TOE-NAILED) g P precautions and programs in connection with the work,and he
Emergency Escape and Rescue Openings-Section R310 P P 9
RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END Exits-Section R311 shall not be responsible for the contractors fatlure»to carry out 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH 'o
WALL FRAMING Stalrways-Section R311.5 the work in accordance with the construction documents. The SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. °
Handrails-Section R311.5.6 Engineer shall not be responsibiie for the acts or omissions by • o
Guards-Section R312 the contractor. No changes shvI!l be made in the documents '. Simpson Strong-Tie
TOP PLATE TO TOP PLATE (FACE-NAILED) 2-Ibd (SEE NOTE 1) PER FOOL and/or the building as designed,without the expressed written 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING o,
Smoke Alarms-Section R313 g g P MEMBERS WITH G30,4S, FOR FRAMING MEMBERS WITH 0.4AGZ0.4% THE NAIL SPACINGS SHALL BE 'o MTS30C OR CS16 11/4"TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS - EACH SIDE Foam Plastic-Section R314 consent of the Engineer. ,
Flame Spread and Smoke-Section R315 5.The contractor and all subcorA factors shall maintain continuous REDUCED t0 6 INCHES O.G. oa COILED STRAP
2-16d 24" O.G. Insulation-Section R316 Insurance coverage including statutory policies(Worker •m
STUD TO STUD (FACE-NAILED) Dwelling Unit Separation-Section R317 Compensation,etc.)and generlil liability in an mount not 3. TABULATED 6 AT EACH ROOF RAFTER INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING USE 8-16d NAILS AT
HEADER TO HEADER (FACE-NAILED) 16d 16" O.G. ALONG EDGES Moisture Vapor Retarders-Section R318 less that$5 million and automob)lle liability and damage MEMBERS WITH G70.49. FOR FRAMING MEMBERS WITH 0.42tGt0.4% THE NAIL SPACINGS SHALL BE
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2x4 STUD Protection Against Decay-Section R319 coverage not less than$2 millidln. The Engineer shall be REDUCED TO 4 INCHES O.G. EACH END
Protection Against Termites-Section R320 a named insured on any and all policies. z
Site Address-Section R321 6. Provide copper termite shier-',,over fibrous
3-16d PER 2x6 SCUD 4. TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING
Accessibility-Section R322 insulation at all perimeter sills. MEMBERS WITH G50.49, FOR FRAMING MEMBERS WITH 0.42ZGZ0.49, THE NAIL SPACINGS SHALL BE STUD I-}-
O ROOF RAFTER
4-16d PER 2x8 STUD Elevators and Platform Lifts R323 7.All wood in contact with conrr•ete or masonry to be Wolmanized
Flood Resistant Construction-Section R324 or pressure creosoted. REDUCED t0 3 INCHES O.C. I
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-16d (SEE NOTE 1,2) PER FOOT 8.A single station smoke deter for alarm device shall be'lnstalled CONNECTION
ECTIOICI
Foundations-Chapter4 P Simpson'IStron -Tie
in each bedroom,on all floors 1 i�md shall be all interconnected per code. Strong
-Tie
FRAMING Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds 9.All bathrooms without operahlie windows to be mechanlcally ventilated CS1(o 14 COILED STRAP -
per square foot. Contractor to consult Engineer if different soil materials are found upon excavation, as per New York State Code. 16" O,G, USE 4-86 NAILS
JOIST t0 SILL, TOP PLATE OR GIRDER (TOE-NAILEED) 4-Sd PER JOIST or test hole,for alternative footing and foundation wall design. 10. Heating to be designed to prrovide 70 degrees F.with outdoor AT EACH STUD, WRAP
BRIDGING TO JOiST (TOE-NAILED) 2-Sd EACH END designed air-temperature of 0 deegrees F.and 15 MPH wind. ri4�
Foundation Notes: 11.All electrical work to be In a6cordance to the rules and UNDER SILL PLATE
BLOCKING TO JOIST (TOE-NAILED) 2-Sd EACH END 5/8"Anchor Bolts(SSTB 28)See chart on this sheet for spacing regulations of the N.Y.B.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 a( 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 Installation to corrllply with State and Local codes 0
0 STRAPS MAY BE �
16"x 8"poured concrete wall footings,3000#test and the sewage disposal syste�rl to meet Health Department standards. • • ® •• Q
LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST 2-1 "/"x 11 7/8"Microlam Girder(or 3%"x 11 7/8"Power Beam) 13.Do not scale drawings. Us`} figure dimensions only. '0 + PLACED EITHER o �
4"poured concrete floor slab with or 3%0 mesh and vapor barrier 14.All work to conform to the rl iies and regulations of the New York 0 00 UNDER OR OVER
JOIST ON LEDGER t0 BEAM (TOE-NAILED) 3-Sd PER JOIST LU
Damp proofing at exterior foundation below grade-Section R406 Energy Conservation Construc'aion Code. All glazed area to be double + ' + , • SHEATHING o
BAND JOIST TO JOIST LEND-NAILED) 3-16d PER JOIST 30"x 30"x 12"deep poured concrete column footings,3000#test glazed and all exterior doors to hhave insulated cores. 00 ' ;-- ®•
Deck and porch footings as noted,3000#test,48"minimum buried depth 15.The Insulation protection as!indicated on these plans exceeds + , 0 0
BANG JOIST TO SILL OR TOP PLATE (TOE-NAILED!) 2-16d (SEE NOTE 1) PER FOOT Foundation wall to extend a minimum of 8"above finished grade the Code's minimum standards, +
All footings to be carried down to undisturbed soil 16.These drawings and specif.rations 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 tr-ngineer whether the project for + ' • , + F
Pour no concrete on frozen ground or in freezing weather which they are made is executr c'd or not. They may not be used
STRUCTURAL PANELS 8d SEE TABLE 3.10 THIS SHEE Provide 3'/2"steel lally columns on any other project except by ritten authorization of the Engineer. • • '
Backfill shall not be placed against the wall until the wall has sufficient strength and has been 17.The engineer has not been rretained for site supervision,on-site
DIAGONAL BOARD SHEATHING anchored to the floor above,or has been sufficiently braced to prevent damage inspections and certifications a:>,required or requested by the owner, ' • ' ' • 0
I"x6" OR 1"x8" 2-8d PER SUPPORT by the backfill(Section R404.1.7) contractor or local building depil+lrtment. + ' , ' • ' m
I"xl0" OR WIDER 3-Sd PER SUPPORT Floors-WFCM Prescriptive Method UPLIFT-CONTINUOUS 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 STRONG-TIE 'ONNECTORS 0 0 + ' o _
Fireblocking-Section R502.13 FOLLOW PRODUCT SELECTICJN GUIDE AND , + ' _ , C1
y
GYPSUM WALLBOARD 5d COOLERS 1" EDGE / loll FIELD INSTALLATION MANUAL FOR IHGGH WIND RESISTANT + • • M
WALL SHEATHING Floor Construction: CONSTRUCTION CATALOG C�--HW02 00 , • Simpson Strong-Tie
'/."OSB plywood subfloor,fasten per Table 3.1 WFCM 00 , • C516 11/" COILED STRAP -
Floorjoists:See Foundation and Floor Plans,spacing as noted ANCHOR BOLTS IN FOUNDA PION USE: • �� r
STRUCTURAL PANELS Sd SEE TABLE 3.11 THIS SHEET SSTB28 WITH BEARING PLA 1E,SEE FOUNDATION 16 O.G, USE 4-8d NAILS N
Fasten per Table 3.1 WFCM
FIREBOARD PANELS 2-2x6 ACQ sill with copper termite shield and sill seal NOTES FOR SPACING t � ' 1 � i-
AT EACH stub _
Finish floors per agreement 0 0 h°IN OVERLAP IS 2�"
'i/16" bd 3 EDGE / 6" FIELD SILL PLATE TO RIM JOIST U:. 00 Crl
Wall Construction-WFCM Prescriptive Method LTP4 16 O.C.AT EXTERIOR PERIMETER UJ CZ %0
28/32" 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
Table 3.1 WFCM USE 4 8d NAILS AT EACH E
m ^ X
GYPSUM WALLBOARD 5d COOLERS ill EDGE / loll FIELD NI�:1x6 Pine fascia,wrap )- •q
Overhangs as noted GARAGE STUD TO GARAGE 11-L PLATE USE: SILL PLATE TO RIM JOiST AND � z U_
HARDBOARD 8d SEE' TABLE 3.11 THIS SHEET ..SSP CONNECTOR AT 16"O. '
Vinyl vented soffits X
PARTICLEBOARD PANELS ad SEE TABLE 3.11 THIS SHEET Aluminum gutters and leaders USE 4 8d NAILS AT EACH EI'•r,a) RIM JOIST TO STUD CONNECTION
Slding:See Elevations
RIM JOIST TO STUD CONN7'
DIAGONAL BOARD SHEATHING Tyvek housewrap
rION USE: •
%:"OSB sheathing,see fastening schedule,Table 3.1 WFCM MTS 12, 16"O.C. 0 III LIl
111x6" OR I"x8" 2-Sd PER SUPPORT P USE 4 8d NAILS AT EACH EiN� Simpson Strong-Tie Co
2x6 Studs 16"o.c.with 2x6 shoe and double 2x6 late (�
CS16 14" COILED 1/2" SPACING BLOCKING AT Q dJ
1"x10" OR WIDER 3-Sd PER SUPPORT 5/ Gypsum wall board -�
• 5/8"Type X GWB in garage FLOOR TO FLOOR CONNEC' fION USE: g'1'R,d,P WIN MIN 12" ALLOWS o 24�� O.C. ALLOWS
'/�"MR GWB in wet areas MSTA 36, 16"O.C. HOLDDOWN to
FLOOR SHEATHING USE 4 8d NAILS AT EACH EN. OVERLAP AT EACH HOLDDOWN cv
At least one window in each sleeping room shall comply with the exit requirements of section R310 FOR CANTILEVER C ACH EO�VJ USE MTS12,16"O.C. INSTALLATION
STRUCTURAL PANELS Note drilling and notching limitations In figure R602.6(1)for bearing walls USE 4 A NAILS AT EACH ENI� STUD INSTALLATION SIDEWALL
and figure R602.6(2)for non-bearing walls. ttl
1" OR LESS ad 6" EDGE / 12" FIELD Follow exterior corner framing detail figure R602.10.5 L� A
' RAFTER TO STUD CONNECTNON USE:
GREATER THAN 1 IOd 6" EDGE / 6" FIELD Roof Assemblies-WFCM Prescriptive Method MTS 12,EACH ROOF RAFTEk , ENDWALL
Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905:) USE 816d NAILS AT EACH Eiai.. � 1U
DIAGONAL BOARD SHEATHING Underlayment application(Section R905.2.7) HOLDDOWN 0 0 0 "7 +-
2-Sd PER SUPPORT RAFTER TO RIDGE TO RAFT R' CONNECTION USE: (HDUS) CORNER STUD
I"x6" OR I"x8„ For roof slopes of two(2)units vertical in twelve(12)units horizontal(17-percent slope), CS20 USE 8-8d NAILS IN EAi'�1H END °
up to four(4)units vertical in twelve(12)units horizontal(33-percent slope), underiayment CONNECTED TO ENGINEER:
I"x10" OR WIDER AT EACH ROOF RAFTER
3-Sd PER SUPPORT shall be two(2)layers applied in the following manner.Apply a 19-inch(483 mm)strip of ° TRANSFER SHEAR ° °
underlayment felt parallel with and starting at the eaves,fastened sufficiently to hold in place. DECK POST TO CONCRETE 'ONNECTION USE: 2-16d COMMOiN
1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAIILED ro" ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT THE PANEL EDGE Starting at the eave,apply 36-Inch-wide(914 mm)sheets of underlayment,overlapping 0 HOLDDOWN NAILS AT 10" O,C,
TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTSr 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. PBS44A FOR EACH POST-UaE 14-16d NAILS °
SHALL BE USED TO MAINTAIN THE LOAD PATH. For roof slopes of four(4)Units vertical In twelve(12)Units 0
DECK POST TO GIRDER COiJINECTION USE: H ® CORNER STUD is 41 t(� 1�
2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEI'MSER5,THE TABULATED NUMBER OF NAILS 8HALL BE PERMITTED TD BE REDUCED TO I-16d NAIL PER FOOT. Ice Protection(Section R 905.2.7.1) PC44 FOR EACH POST -2-16d COMMON z '
Y 9 ( ) ; NAILS AT 6" O,C, CONNECTED TO r "
Underla ment In High wind Section R 905.2.7.2 0
Flashing(Section R 905.2.8) GIRDER TO DECK JOIST C01 ;NECTION USE: 0 TRANSFER SPEAR O c• tom..'..� 3 w`
(TABLE 3,11 WFCM HIGH WIND EDITION) Chimney's and Firespaces-Chapter 10 MTS12 @ EACH JOIST
WALL SHEATHING ATTAGHMI<NT REQUIREMENTS FOR WIND LOADS Energy Efficiency-Chapter 11,see attached report FLOOR TO FLOOR CONNECTIONS- �s�oA o73Qg\O��Pv�
Mechanical-Chapter 12 PORCH POST TO DECK USE: �0FES'5.
(110 MPH 3-SECOND GUST - SO MPH FASTEST-MILE WIND SPEED PER TABLE R3-1,2,1,3D General Mechanical Systems-Chapter 13 2-AC4 -USE 14-16d NAILS CANTILEVER CONDITION
SHEATHING LOCATION STUD SPACING Y P
STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Heating and Cooling Equipment-Chapter 14
Exhaust Systems-Chapter ter 15 PORCH POST TO GIRDER U. IE:2-AC4 JEFFREY T. BUTLER, P.E.OR PANEL SIDING FOR 86 COMMON NAILS Duct Systems-Chapter 16 USE 14-16d NAILS
(SEE NOTE 1) (INCHES, O.G,)
(SEE NOTE 3) (INCHES, O.G.) Combustion Air-Chapter 17 PORCH ROOF RAFTER TO C,IDER USE: 1 3/4" MINIMUM
E 6 Chimneys and Vents-Chapter 18 ',_.. E BP
4' EDGE ZONE 16 Plumbing-PartVll Simpson Strong-Tie MTS 12 AT EACH ROOF RAF t ICR EDGE DISTANCED D DOU1NC�G TS AT SHEAR l�J °
F 12 (SEE NOTE 2) H-2,5 CLIPS m 16 O,G, �- � WALL CORNERS,
INTERIOR ZONE 16 USE 9-5d NAILS
r�
2 AT EACH STUD I, AND WINDOW AND DOOR OPENINGS
E . NAIL SPACING AT PAN EDGES (IN.) iI
E
-/' Simpson Stron -tie (FLOOR TO FLOOR 4 FLOOR TO O W � 0 ULa 8
F - NAIL SPACING AT INTERMEDIATE SUPPORTS IM THE PANEL FIELD (IN.) p g /gyp /� 'I' M
S THE 4 FOOT EDGE ZONE ATTACHMENT U210 2X6 4" �L.°i.fND�"t�I ON:W i`C I I I GUR 3,Sa 3.Sb o 16 -41 z Z
1. FOR WALL SHEATHING WITHIN 4 FEET OF THE CotRNER E
REQUIREMENTS SHALL BE USED. AT EACH RAFTER 4 n Simpson Strong-Tie 0 Cr to U _
4-16d x 1 1/2" AC4 :; w z
2, TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING i 1e d I w LU
AT EACH POET RIDGE TENSION STRAP a OO LU � m E
MEMBERS WITH GZ0,413. FOR FRAMING MEMBERS 1WIT14 0,42SG�P.49, THE NAIL SPACINGS SHALL NOTE.' �, GS20 USE 8-Sd NAILS 0 Z u1 }-
BE REDUCED t0 6 INCHES O.G. ' ATTACH LEDGER TO FRAMING W z
p •L ; " " EACH ROOF RAFTER 0 � L �
M EACH END At
�• MEMBER WITH 2-I/2 X 5 LAG SEE PLAN C IL p
3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAiLS SHALL BE PERMITTED t0 BE SUBSTITUTED D C �D ri' BOLTS AT 16" ON CENTER _ ' �'
FOR COMMON NAILS. <1 a o •• a ' O O
44 J L
Q `p „ Q 'p Simpson Strong-tie 9
(TABLE 3.25 WFCM HIGH WIND EDITION-2001) W U
D �� ��D �� D �� C �� U210 2X6
SILL OR BOTTOM PLATE TO FOUNDATION[ ANCHOR BOLT CONNECTIONS RESISTING LATERAL t SHEAR LOADS p o p r�; p o a o p o AT' EACH CEILING JOiST c o z O
° � ° N '-� ° � ° � ° � rr RAFTER
MAXIMUM ANCHOR MAXIMUM ANCHOR 4-10d x 1 1/2 b
BOTTOM PLATE TO FOUNDATION FOUNDATION BOLT SPACING (IN,) BOLL SPACING (IN,) ° •
o � d
��` Q U a
BOLT CONNECTION RESISTING SUPPORTING r, d •
(I/2 ANCHOR BOLTS) (5/8 ANCHOR BOLTS) � � ��`-`;� • �� C � �� C • �� D °
o Q o 7
= 4 n ° 4 Gnn ° 4 Gn ° Q Simpson Strong-Tie n G .. RIDGE BEA JOIST HANGER REQUIRED
G
LATERAL AND SHEAR LOADS 1-3 STORY 30 45 , ' , o 15 U2102X6 7 i O AT CATHEDRAL CEILINGS
'o 15 ° AT EACH DECK/PORCH JOIST 2" MINIMUM LSSU OR EQUAL
o a o 'p �- 4-10d x 1 1/2" SIDEGOVER •'•:e;y RiDGE PAGE
WALLTO a � Simpson Strong-tie
NOTE: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL Q 4 > ( Simpson Strong-Tie PB544
1 TENSION-STRAP / O
FOUNDATION •, D 'p „ a o D TYPIICAL PORC}-I�D�C� SSTB28 WITH BP AT EACH POST FOOLING (Q
CONNECTIONS c ° LED ER CONNECTIONS ANCHOR BOLT DETAIL PORCH COLUMN CONNECTIONS DETAIL
SECTION R303 For the purpose of this section, the exhaust from dwelling unit toilet
LIGHT, VENTILATION AND HEATING rooms, bathrooms and kitchens shall not be considered as hazardous OO 40 WATTS MIN GFL TO
SATISFY R303
R303.1 Habitable rooms. All habitable rooms shall be provided with or noxious.
aggregate glazing area of not lose than S percent of the floor area R303.4.2 Exhaust openings. Outside exhaust openings shall be located
of such rooms, Natural ventilation shall be thirough windows, doors, so as not to create a nuisance. Exhaust air shall not be directed onto PROVIDE ARTIFICIAL LIGHT AT
louvers or other approved openings to the outdoor air. Such openings walkways, 6 FOOTCANOLES MIN AT 30 INCH
shall be provided with ready access or shalll otherwise be readily R303.5 Outside opening protection. Air exhaust and Intake openings ABOVE FINISHED FLOOR PER
controllable by the building occupants, The minimum openable area to that terminate outdoors shall be protected with corrosion-resietant NYS RES CODE R303
the outdoors shall be 4 percent of the floor area being ventilated, ecresno, louvers or grilles having a minimum opening size of 1/4 Inch
Exceptions: (6.4 mm) and a maximum opening size of 1/2 Inch (12,1 mm), in any dimension, VENTING CALCULATION:
1. The glazed areas need not be openable whore the opentng Openings shall be protected against local weather conditions. Outdoor 1600 CF •0.35/&0■45.5 CFM
1s not required by Section R310 and an appiroved mechanical ventilation air exhaust and intake openings shall most the provisions for exterior EXISTING HVAC SYSTEM 21
system is provided capable of producing O'.35 air change per hour in wall opening protecttves in accordance with this code.
HAS 150 GFM SUPPLY
the room or a whole-house mechanical ventll,atlon systsm is installed R303.6 Stairway illumination. All interior and exterior stairways shall
capable of eupplying outdoor ventilation air of 15 cubic feet per minute be provided with a means to illuminate the etaire, including the landings Z
(cfm) (1.06 L/s) per occupant computed on the baste of two occupant* and treads. Interior stairways shall be provided with an artificial tight
O
for the first bedroom and one occupant for each additional bedroom, source located in the Immediate vicinity of each landing of the etatrway.
This exception shall not be allowed in owner'-occupied, one-family dwellings For Interior stairs the artificial light sources shall be capable or
not supplied with electrical power In accorddance with Section RE3301.5. illuminating treads and landings to levels not less than 1 foot-candles
2, The glazed areas need not be provided In rooms where (11 lux) measured at the center of tretde and landings, Exterior stairwaye
Exception 1 above is satisfied and artificial light is provided capable shall be provided with an artificial light source located in the Immediate
of producing an average illumination of 6 footcandles (6,46 lux) over vleinity of the top landing of the otairway. Exterior etairwaya providing � �✓
the area of the room at a height of 30 inchos C162 mm) above the floor access to a basement from the outolde grade level shall be provided r
level, This exception shall not be allowed in owner-occupied, one-famlly with an artificial light source located in the immediate vicinity of the
dwellinga not supplied with electrical power in accordance with Section bottom landing of the etatrway,
RE3301,5. Exceptions- g
d
R303.2 Adjoining rooms. For the purpose of determining light and
ventilation requlrsmsnts, any room shall be considered as a portion of I. An artificial light source 16 not regafred at the top and bottom
an adjoining room when at least one-half of the area of the common wall landing, provided an artificial light source is located directly over each
16 open and unobstructed and provides an opening of not lees than stairway section, PROPOSED I6"P.C.WALL p
one-tenth or the floor area of the interior room but not lees than 25 2, Owner (3-occupied one-family dwellings not supplied with electrical TO BE POURED IN TRENCH Ul
(3500 PSU uj X
square test (2,32 m2), power in accordance with Section RE3301.5, o i
---_- LINE_O_F_PROPOSED_PATIO____________________________________ -
Exceptlon: Openings required for 11ght and/'or ventilation shall be R303.6,1 Light activation. The control for activation of the required interior t)
---- 'n m
permitted to open into a thermally isolated sunroom addition or patio stairway lighting shall be accessible et the top and bottom of each stairway 1 a°o o p °o J',<a p` o ,�n .a o d
D o .
cover, provided that there le an openable area between the adjoining without traversing any steps. The llluminatlon of exterior stairways shall be 1 - ' p - 1
1 a.4 E( _._... -
room and the *unroom addition or patio cover of not lose than controlled from Inside the dwelling unit.
one-tenth of the floor area of the interior room but not lees than 20 Exceptions: 1 °p e
'� UNEXCAVATED o C
square feet (1.86 m2), The minimum o onable area to the outdoors shall °v �
o I ,
9 p
be based upon the total floor area being veentilated. I. Lights that are continuously Illuminated or automatically controlled. D° 4 COMPACTED FILL, 12" LIFTS p
R303.3 Bathrooms. Bathrooms, water closet Compartments and ether 2. Owner-occupied one-family dwelllnda not supplied with electrical 1 °,a°a ANCHOR AND BOND -
similar rooms shall be provided with aggregrate glazing area In windows power In accordance with Section Rn301.5. ° D NEW TO EXISTING WITH ° D
of not leas than 3 square feet (0.219 m2), onto-halt of which must be R303,1 Required glazed opentnge. Required glazed openings shall open •a BARS, iz" O.C.
openabl6, directly onto a street or public alley, or a yard or court located on the same ° . p v p a 1?IB£D 1" MIN v _
Exception: The glazed area, shall not be regquired where artificial lot as the building. EXISTING 1 2!R303.1.1 Roofed porchee. Required glazed openings may face into a roofed BiLCO DOOR
light and a mechanical ventilation system are provided. The minimum
c�
ventilation rates shall be 50 arm (23,6 L/s) for intermittent ventilation porch where the porch abuts a street, yard or court and the longer side of
or 20 cfm (9.4 L/s) for continuous vent.tlatioln. Ventilation air from the the porch to at least 65 percent open and unobstructed and the selling height ' w
a 1 p ING 8" P.C. WALL a7
space shall be sxhaueted diroctly to the owtelds. This exception shall is not less than 1 feet (2134 mm), p ON 16" X e" P.G. FOOTING m
not be allowed in owner-occupied, ono-famtlly dwellinge not supplied R303.8 Required heating. When the winter design temperature In Table R301,2(1)
with electrical power in accordance with Seection RE3301.5. to below 60'F (16'C), every dwelling unit Intended to be occupied between ° ° 0
R303.4 Opening location. Outdoor Intake amd exhaust openings shall September 15 and May 15 shall be provided with heating facilities capable of
be located in accordance with Sections R3c03.4.1 and R303.4.2, maintaining a minimum room temperature of 68'1= (20'C) at a point 3 feet (914 mm)
R303,4,1 Intake openinga. Mechanical and grravity outdoor air Intake above the floor and 2 feet (610 mm) from exterior walls In all habitable rooms D° D° Q
openings shall be located a minimum of 10 feset (3048 mm) from any at the deetgn temperature. The use of one or more portable space heaters shall o EXISTING 00
hazardous or noxious contaminant, such as vaints, ehlmns e, plumbing not be used to achieve compliance with this section, o o REPLACE REPLACE p v-� p REPLACE
y p ng p iSTIN ' ISTIN o 4 UN XCAVATED z
vents, streets, allege, parking lots and loath docks, except as Exception-. Owner-occupied one-faml! dwellings subject to the approval of the a a 1 a a 15TIN a LL
y p ng loading ep p up y g j app (VINYL) 1 (VINYL) A
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otherwise spectfied in this code, Where a e+ource or contaminant 1* code enforcement official, o IVINYL) 0
located within 10 feet (3046 mm) of an lntak:e opening, such opening ° p v p •� °v p v p °o p 4 - p
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shall be located a minimum of 2 rest (610 mml) below the contaminant PR ED I. o U
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CONTRACTOR TO 15TIN I 'u
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GIVE OPTION FOR FkZNACA
OWENS CORNING 5/8" F.C. G.W.B.
a BASEMENT WALL OVER FURNACE ( .
o SYSTEM, PER CODE. ° • Or
@ PROVIDE FRESH
AIR INTAKE
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SCOPE OF SUBMITTAL: -° 4
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APPLICATION FOR APPROVAL OF PROPOSED FINISHED D, P O O - 'D r-
BASEMENT. SPACE WILL BE UTILIZED AS RECtREATION AREA a STORAGE � � a (PROPOSED RECREATION ROOM) a
° UNFfNISI IED to m EXIST;'^dG SLAB _ I Q T— Z
4 d) i j z SU£,PENDED u f s-�i i}�'r = t^ �►
It z Ln iv CEILING AT ■ 1'8" Q � Z
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RR310 x O O O O O Y 11 AREA a m O
N ESCUE OPENINGS II
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EMERGENCY ESCAPE AND RI `. /
RR310.1 Emer enc escape and rescue re ulre;d, Basements with habitable o N
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space and every sleeping room shall have at Iseast one openable smergeney
escape and rescue window or exterior door opening for emergency escape and D - EXISTING GIRDER _-�__ — — _ —-—- - —- — - — - — —- — -—-_ _ ~ -_-_-_ v
_ _ ____ __ __EXISTiN�,".ORDER - - 4 - ° }— z
rear-us. Where openings are provided as a mesh, of escape and rescue they -�_
shall have a sill height of not more than 44 Inchioe (1118 mm) above the ° °
9 PROPOSED TILE FLOOR �." x
INSULATED p v p °o JJJ
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sholcl below the adjacent round
Floor, Where a door opening having a thre J 9 a EXISTING COLUMN, } 2 6 a Q cYl
9 p 9 PROPOSED DROP CEILING
elevation serves as an smergeney escape and rescue opening and !* provided
with a bulkhead enclosure, the bulkhead encloswrs shall comply with WRAP IN PINE, PAINT,
RR310.3, The net clear opening dimenolons required by this section LL
shall be obtained by the normal operation of the window or door opening - (' 111'
from the inside. Escape and rescue window oponinga with a finiehed sill - O O O ' O STORAGE ° J-l-�
height below the adjacent ground elevation shall be provided with a window CLO• UNFINISHED 1
well in accordance with RR310.2. D
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ENGINEER:
Minimum opening area. All emergency escape and rescue °
openings shall have a minimum net clear oponin;g of 5.1 square feet (0,530 ° �-
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FLOOR_ TO CEILING BUILT IN CABINETS (DESIGN BY OTHERS)
T e sha
EXCEPTION: Grad floor openings ll have a minimum not clear PRO
°
opening of 5 square feet (0,465 m2). ;; VIDE ACCESS TO EXISTING WATER METER /� �Q,�•1 8��` ��-
' EXISTING
RR310.1.2 Minimum opening height, The minimulm net clear opening height = a - _ - ° tY-
. v a p a °v p a .o - p`� WATER METER p`4 p a •� ° ° p v c � � 'r '}'�t: nl(;(}" Lu
shall be 24 inches (610 mm), tu
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a a
RR310,1.3 Minimum opening width. The minimuim net clear opening width a 1
1)
> i r3 �L=
O 3 \.
shall be 20 Inches (506 mm). NOiRi CONTRACTOR TO PROVIDE I c AT q �� p �\ A �� �� �P f
RR310.1.4 Operational constraints, Emergency1 escape and rescue OF �VATIO CONCRETE REAL IN IN£ OF
0FESS\O - r
openings shall be operational from the inside eof the room without the uee FOi:"RATION WALL PRIOR TO FINISH' WALLS. U 'I
JEF�REY`7'�3�TLER, P.E.1
of keys or tools. OR'"+_OG TO BE INSTALLED ON ENTIf '\;SIDE 0 ', °. a
Pt—IETER OF EXISTING CONCRETE OLLU
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LINE OF PORCH ABOVE O 0
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FINISHED 5ASEMENT F .—AN p P z d, o Q �
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LIVING AREA = 862 SQ. FT, zz pp
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SMOKE DETECTOR EXISTING N o
INTERCONNECT PER CODE UNE:cCAVATED GARAGE ° Q M00 Lu a d
e CAReON MONOXIDE DETECTOR
ONE PER FLOOR LU o
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PACE .
REVISION TO BUILDING PERMIT 3-513 O�
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AS REQUESTED BY OWNER.
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