HomeMy WebLinkAbout36796-Z suFFO44, Town of Southold Annex 11/7/2011
o`p Vol 54375 Main Road
y Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 35278 Date: 11/7/2011
THIS CERTIFIES that the building ALTERATION
Location of Property: 530 ROGERS ROAD SOUTHOLD,
SCTM#: 473889 Sec/Block/Lot: 66.-2-34
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this ofliced dated
10/4/2007 pursuant to which Building Permit No. 36796 dated 11/3/2011
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:
window and door replacement in an existing unheated sunroom as applied for.
The certificate is issued to DiBitetto,Margaret
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Auto ' ed S'gnatuW
TOWN OF SOUTHOLD
�gUFFO(,�co
BUILDING DEPARTMENT
y s TOWN CLERK'S OFFICE
oy • 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#: 36796 Date: 11/3/2011
Permission is hereby granted to:
MARGARET DIBITETTO
10283 SEVENLEAF DRIVE
SPRING HILL, FL 34608
To: ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.
REPLACES EXPIRED BUILDING PERMIT # 33475
At premises located at:
530 ROGERS ROAD SOUTHOLD
SCTM # 473889
Sec/Block/Lot# 66.-2-34
Pursuant to application dated 10/4/2007 and approved by the Building Inspector.;
To expire on 5/3/2013.
Fees:
PERMIT RENEWAL $100.00
Total: $100.00
>Building Inspector
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 33475 Z Date OCTOBER 15, 2007
Permission is hereby granted to:
HELEN & ANTHONY LUBRANO
1811 SABAL PALM DR
FT LAUDERDALE, 33324
for .
ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.
at premises located at 530 ROGERS RD SOUTHOLD
County Tax Map No. 473889 Section 066 Block 0002 Lot No. 034,
pursuant to application dated OCTOBER 4, 2007 and approved by the
Building Inspector to expire on APRIL 15, 2009 .
Fee $ 200 . 00
Autho ed Signature
COPY
Rev. 5/8/02
Form No.6 #A Q(,vNiC�
NOV- - 4 2011 OF SOUTHOLD.
UIL 4�ING DEPARTMENT
TOWN HALL
BLDG.DEPT. 765-1802
TOWN OF SOUTHOLD
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-g form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. -Swom stateme'nt 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 Compliance'from architect or engineer responsible for the building:
.6_ Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 19571 non-conforming uses,or buildings-and"pre-existing" land uses,
1_ .Accurate survey_of property showing all property lines,streets,building.and-unusual natural or topographic
features-.
2_ A properly completed application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant-
.C. Fees
1. Certificate of Occupancy- New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00,
Swimming pool$50-00,Accessory building$50.00,Additions to accessory.building$50.00, Businesses$50.00_
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of.Occupancy-$_25
4. Updated Certificate of Occupancy- $50.00:
• 5_ Temporary Certificate o€Occu:pancy -Residential $1.5.00,.Commercial$15.00
Date. .)
New Construction: Old or Pre-existing Building: (check one)
Location of Property: .5 3 CJ
House No_ Street Hamlet
fU
Owner or.Owners of Property:
robs
Suffolk County Tax Map No 1000,Section r_l//1. mio Block_ Lott
f
Subdivision Filed Map. Lot:
Permit No. 6 7 Date of Permit. Applicant:_
)Health Dept.Approval: Underwriter's Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
o i f ��ol
Applicant Signature
3 f O��Of SO�T�O!
cDUMY,N@�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOU DATION 1 ST [ ;ROU LBG.
[ ] UNDATION 2ND [ SULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: 'Z
DATE INSPECTOR
r
OF SO(/T�o�
�lyeoutom,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTIO'N
[ ] FOUNDATION 1ST [ ] ROUG L13G.
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ] FRAMING/STRAPPING [ FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)lsl
REMARKS: '
L
DATE �� l� INSPECTOR
FIELD INSPECTION REPORT DATE I COMMENTS
FOUNDATION(1ST) AIR
FOUNDATION(2ND)
z
G �
ROUGH FRAMING& y
PLUMBING 11
ul
INSULATION PER N.Y.
STATE ENERGY CODE
O
o C� c .
ZZ
FINAL
ADDITIONAL COMMENTS
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C
ro
►-3
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
www. northfork.net/Southold/ PERMIT NO. J�L�� Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined ,20 Contact:
Approved 120 Mail to: nJ A,!a .6 t D i R i/e M.
Disapproved a/c
Phone:
HunSvNr f I- 3 LI�6 l
Expiration _ 120 - 7 A7 - 5'G d- c-1 �� v
Building Iris ctor
(APPLICATION FOR BUILDING PERMIT
Vsl .. - Date �e 200
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 IIEr\EBY 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:
(Sig(ature of ap cant or name,if a orporation)
R-ti,N(U, 1, y- Qtu®
(Mailing address of applicant)
r'L_ 3 q66 7
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Mj _
Name of owner of premises
(As on the tax'.roll or latest deed)
If applicant is a corporation signature of duly authorized officer
(Name and title of/corporate officer)
Builders License No. 1_3 0 7 7 -- H
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section. 0 0 ® Block G jN , U Cj —Lot—0 0 00
Subdivision Q q yCe 1004e i�S ATe,S Filed Map No. Lot I
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy M Me SL Q—$ V e ry c ie
b. Intended use and occupancy u iri,ym e R e. 'T 1 c w C L
3. Nature of work(check which applicable): New Building Addition Alteration V
Repair Removal Demolition Other Work (� i.v�c,�,� w,vu 0 L,a,r, i oo r3
(Description)
4. Estimated Cost 7 j �.0 O�000 Fee ®� U
— 1 filing this application)
5. If dwelling, number of dwelling units ``�totM.� Number'of dwelling units on each floor
If garage, number of cars i - C)w e-:
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front-3(0 f i Rear. , Depth , O
Height N Number of Stories 1 Za
Dimensions of same structure with alterations or additions: Front Rear r
Depth 2 V ,o C Height K) / Number of Stories / U
8. Dimensions of entire new construction: Front Rear --� 6 i Depth �' 55 a
Height Number of Stories i r
9. Size of lot: Front f 0 (o r q O Rear , b 6, ®O Depth ;j. ®A ,Q 9
10. Date of Purchase Ill)R f C N�.16 / Name of Former Owner A i-'c
11. Zone or use district in which premises are situated K
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be rem.owed from premises? YES NO
14.Names of Owner of premises0l art S;rDI Q)Tr Address�cS'YOJ- i lui7;�su; fL• Phone No.%7-�Ed 910
Name of Architect Address_ Phone No
Name of Contractor @ C'-Q No Address 779 Phone No. I&I 9sF 3
elreev Pocl-, "'(
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 RE _UIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO-,)—(
* IF YES, PROVIDE A COPY.
ruuu■unuuuuuuuuuonuuuunu
ROBERTO RODRIGUEZ,JR.
STATE OF NP !!r1�^� , Q , e
�°+s�' Comm#DD0693362 ;
`•= Expires 7/9/2011
COUNTY OF"no
Floeds M a.
1 �� .i�u■n■.:.n+■a■uuc■■c>■rrcr•nr•t■ereeece.ere
l�\oe p 'n��,�L p being duly sworn, deposes and says that(s)he.is the applicant
(Name of3individual signing contract) above named,
(S)He is the =62L �� —^ -
(Contrap'tor, Agent, Corporate Officer, etc.)
f '
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 tpbefore me this
da of Epp74m�Q� 20�_
�v 4'e�
Notary Public S+ature o�Applicant
Ze)�os��/r Town of Southold
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
col PROPERTY LOCATION: s.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
/OOy Q, _ STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN
District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
----------------------------------------------------
Item Number: (NOTE: A Check Mark(.j►)for each Question is Required for a Complete Application) Yes No
----------------------------------------------------
Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? F-1
(This item will include all run-off created by site clearing and/or construction activities as well as all Site
Improvements and the permanent creation of impervious surfaces.)
2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? f
This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterRow! /
3 Will this.Project Require any Land Filling,Grading or Excavation where there is a change to the Natural El
Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? sssCCC
4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of
Five Thousand(5,000)Square Feet of Ground Surface? a —
rj Is there a Natural Water Course Running through the Site? M
Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach?
6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to M
One Hundred(100')of Horizontal Distance?
7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off
into and/or in the direction of a Town right-of-way?
8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of
any Item Within the Town Right-of-Way or Road Shoulder Area?
(This item will NOT include the Installation of Driveway Aprons.)
9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? r—1
1�✓"
NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, a Storm-Water,Grading,
Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit!
----------------------------------------------------
EXEMPTION: Yes No
Does this project meet the minimum standards for classification as an Agricultural Project?
Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! y
————————————————————————————————————————————————————
STATE OF NEW YORK, Orr U 4,
OUNTY OF r:hF.+. ..... SS
That I,.. .....rid . . .. ... . ..... .... . . .......being duly sworn,deposes and says that he/she is the applicant for Permit,
(N a of individual signing current
Andthat e/she is the ... ..... ... .L . ................ .......... . .. .. . ............. ..............................................................
ner,Contractor,Ag t;Corporate Officer,etc.)
Owner and/or representative of the Own /of Owner's,and is duly thorized to perform or have performed the said work and to
make and file this application;that all statements contained in this a plication 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;
`...........� ..... .... day of.. Y`. C ..............,20A
r
Notary Public: .. .. oaurooe,tlO� a*e °m,�1�WiliYiiiiiliiY0aloe C/ ••••. • •• . ......•••••• •..............
ROBERTO RODRIGUEZ,JR. ( i,nature of Applicant)
998693362
��aruunr,,
FORM - 06/07 Expires 7/9/2011
'r• ,�;°; `�r Florida Notary Assn.,Inc
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET 5 VILLAGE DIST. SUB. LOT /�'S 'Fod 7*Li/5 ,q /Q� kf'
41'd'-rqca� kr L11
OR OW E ` N E ACR.
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M a t1j GL., ..() fyv S S . W TYPE OF BUILDIN
,ES. . F SEAS. ' VL. FARM COMM. CB. MISC. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
d Iz e6 7 1 y'`1 orab r foO A6 -b
00
W q
AGE BUILDING CONDITION
N NORMAL BELOW ABOVE (�
FA Acre Value Per Value
Acre
Fillable 1
"illable 2
'illable 3
Voodland
wampland FRONTAGE ON WATER
:rushland FRONTAGE ON ROAD
'louse Plot DEPTH
a BULKHEAD
'otal DOCK
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11FFOt,t Southold Town Building Department
�Q� COGy 54375 Main Road Permit#: 33475
z Southold,New York 11971 Permit Date: 10/15/2007
(631)765-1802
Expiration Date: 4/15/2009
�r Parcel ID: 66.-2-34
BUILDING PERMIT RENEWAL LETTER
Dated: 10/25/2011
Applicant: HELEN&ANTHONY LUBRANO
Location: 530 ROGERS ROAD SOUTHOLD
Work Description: ALTERATION
ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.
A FEE OF $100.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: MARGARET DiBITETTO
Address: 10283 SEVENLEAF DRIVE
SPRING HELL, FL 34608
The permit listed above has expired. Please contact our office as soon as possible to begin the renewal
process. All work on the project must stop on the expiration date.
No work is permitted or authorized beyond the expiration date.
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
September 27,2007
To Whom It May Concern:
Enclosed please find the following: Application fofBuilding Permit
Assessment Form
2 copys of the survey
Building Plans.
This application is for the property located at 530 Rogers Road. Southold, NY 11971
We hope that all is in order so that we can expedite this process as soon as possible. Anyway,
we can
help you with the process of any questions you have please call 727-862-9590( Florida-we are
summer
residents). The most convenient time is Tuesday and Wednesday during the day or after 4PM.
Thanking you in advance for you help.
S' erely,
Margaret en -iBitetto
N
SURVEY OF PROPERTY
A T SO UTHOLD
vE TOWN OF SO UTHOLD
SUFFOLK COUNTY, N. Y.
1000 66 02 34
DBE SCALE: 1' 30'
Ogg AUGUST 9, 2007
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Y' FLOOD ZONE FROM h'IRM ti �-
MAP 36103C0158 G MAY 4, 1998 sI-A� ND 5 ado
LOT NUMBERS REFER' TO "MAP OF BEIXEDON ESTATES
BLOCK 6" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE
ON MARCH 16,1946 AS FILE NO '1472: Y.S. L/C. NO. 49618
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION '.CONIC 56IRVtYORS, P.C.
OF SECTION 7209OF THE, NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX
AR/�I E/� 420 �� �� EXCEPT AS PER SECTION 7209—SUBDIVISION.2. ALL CERTIFICATIONS P.O. BOX 909
A��� . HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
T4 TIE LINE SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230' TRAVELER STREET / —"16�+
WHOSE SIGNATURE APPERIRS HEREON. SOU-THOLD, N. Y. 11971 /
APPRI v D AS 0 Til-D
DATE;
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SOUTHOLD BUILDING DEPARTMENT CRITERIA
1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S.
USE DWELLING UNIT-SECTION 310-310.2
2 HEIGHT N/A
FIRE AREA (sf 2077 -Sqr--r
3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION
4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-1995 HIGH WIND EDITION WFCM
5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS
6.DESIGN LOAD CALCULATIONS NIA
7 WINDOW AND DOOR SCHEDULE SEE PG 2
8 LOAD PATH N/A
LL
9 NAILING SCHEDULE -SEE SHEET 3 0
10 EGRESS SEE SHEET co
11 PLUMBING RISER DIAGRAM N/A N
12 FIRE PROTECTION N/A z
13 TRUSS DESIGN DRAWINGS N/A w z
14 ENERGY CALCULATIONS N/A = <
CL
Q
WINDOW AND DOOR SCHEDULE
HOUSE
EXISTING
•TW3036 D-H 4.29 7.73 Z
10 5 25.9 -34.7 50 Q =
FWG6068L PATIO GLIDER 14.72 23.78 50 5 23.2 -29.3 40
FWG6068R PATIO GLIDER 14.72 23.78 50 5 40 C4
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EXISTING 11- , m � u Q r
— 0 Q UNHEATED A O ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL
A f� A Pq
N 5UN RM 'S - CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B HOTEs MUST HAVE DP UPGRADE KIT. I-
F- x X I-- COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS z r-
N N i TABLE R 301.2(2)NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. w O
M ^ ^ (() CUSTOM GRILLES-SEE ELEVATIONS uj cl e-
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wF- I- �j w m W 0
cy (2)1'/8"x�Y4" LVL HDR �v a O 0
ALL NARROLINE WINDOWS MUST USE: :;zZ M �
FWG 0 6 8 FWG 068 1/2"HEIGHT SILL STOP(OR STOOL)AND THE ADDITION OF A 1/2"X 3/4"DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-1/4" >� z p �-
HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) Q LLI U-) 0
ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED
1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR
GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
REFER TO SECTION R 1609.1.4 FOR ALTERNAWE OPENING PROTECTION.
EXISTIN&/FROFOSED FLOOR FLAN
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.—.—. — — ._. FWG 068R FWG 068E
FROFOSED NORTH ELEVATION. PROPOSED NEST ELEVATION- PROPOSED SOUTH ELEVATION-
50ALE: y4" 1'_0" 50ALE: Y4" = I -0" SCALE: Y4'► = I -0�� Kl
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NOTE: z
EXTENT OF CONSTRUCTION; NEW WINDOWS, PATIO GLIDERS w z
AND HEADER5 IN EXISTING 5UN ROOM STRUCTURE = J
GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES NAILING SCHEDULE
1.The information on this set of construction documents is to relate basic design 1.All walls,2x4 and 2x6,to be stud grade or better 16"o/c. All other framing material TABLE , INCLUDING AND 3.9
1995 secC HIGH WIND EDD I
intent and framing details. They are intended as a construction aid,not a substitute to be#2 douglas fir or better. TION WOOD FRAME CONSTRUCTION MANUAL
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING
for generally accepted good building practice and compliance with current New York
state building codes. The general contractor is responsible for providing standard 2.All wood framing in contact with concrete or masonry to be pressure treated. ROOF FRAMING
construction details and procedures to ensure a professionally finished,structurally RAFTER TO TOP PLATE TOE NAILED 8'-0" WALL: 3-8 d PER RAFTER Z
sound,and weatherproof completed product. 3. Provide double floor joists under all walls parallel to floor joist span direction unless 10'-0" WALL: 4-8 d PER RAFTER p
Otherwise specified. CEILING JOISTTO TOP PLATE TOE NAILED 8'-0" WALL: 3-8d PER JOIST
10'-0" WALL: 4-8d PER JOIST
2.General Contractor to coordinate all sub contractors,scheduling of work,and CEILING JOIST TO PARALLEL RAFTER FACE NAILED S E E TABLE 3.7 EACH LAP 0 T-
interaction between trades. 4. Provide x-bracing or solid blocking at a maximum of 8'-0"o/c for all dimensional CEILING JOIST LAPS OVER PARTITIONS FACE NAILED S E E TABLE 3.7 EACH L A P
FL 0
lumber floor joists. COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE 6 Z
3.The general contractor is responsible for ensuring that all wo BLOCKING TO RAFTER TOE NAILED 2-8 d EACH END N z
rk and construction Finished material to be RIM BOARD TO RAFTER END NAILED 2-16d EACH END
meets or exceeds current federal, state, and local codes,ordinances and regulations, z
5. Floor construction:'/ tongue and groove plywood subfloor. nse
etc. These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floor joists. WALL F R A M I N G
TOP PLATE TO TOP PLATE FACE NAILED 2-1 6 d PER FOOT
and should be adhered to even if they are in variance with the plan. TOP PLATES A TES A T INTERSECTIONS N S FACE NAILED 4-16 d JOINTS - EACH SIDE --
(6.All window and door headers to be minimum 2 2x10 unless otherwise specified.) ess erwP STUD TO STUD FACE NAILED 2-16d 24" O/C Z
4. Dimensions shall take precedent over scale drawings(do not scale drawings). All interior headers to be(2)2x10 unless otherwise specified. HEADER TO HEADER FACE NAILED 1 6 d 16" O/C ALONG EDGES 3 J W
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TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUD
7. Provide full solid blocking under all bearing walls. 3-1 s d PER 2 X8 STUD i.
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5.The designer has not been engaged for construction supervision and assumes no 9 9 4-16d PER 2x8 STUD q q pa
responsibility for construction coordinating With these plans,nor responsibility for BOTTOM N DJ PLATE TO FLOOR JOIST, 4
B.Allbeamstohaveade adequate at each end or as specified. BANDJOIsr, END JOIST, OR BLOCKING FACE NAILED 2-16d PER FOOT
construction means, methods,techniques, sequences,or procedures,or for safety q g P F-
precautions and programs in connection with the work. There are no warranties for a FLOOR FRAMING Z
specific use expressed or implied in the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers. JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4-8 d PER JOIST W
BRIDGING TO JOIST TOE NAILED 2-8d EACH END 0)
�� BLOCKING TO JOIST TOE NAILED 2-8d EACH END W O
6. Refer to floor plans,exterior elevations,and window schedule for types and sizes of 10.A typical structure that is designed as a 'Partially Enclosed Building shall have �-
BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK U tY
windows. All windows to be Andersen high performance quality or approved equal. exterior walls and roof to be sheathed with %"exterior grade plywood or LEDGER STRIP TO BEAM FACE NAILED 3-1 6 d EACH JOIST Q
"OSB plywood,group 1,APA rated. Plywood to span over all plates and headers. JOIST ON LEDGER TO BEAM TOE NAILED 3-8 d PER JOIST J I_- W Z
7.Door and window headers to align unless otherwise noted. BAND JOIST TO JOIST END NAILED 3-16 d PER JOIST co WBAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT w
11. Provide insulation baffles at eave vents between rafters.
8.General contractor is to ensure that masonry and prefabricated fireplace
ROOF SHEATHING � � W O
construction meets or exceeds all manufacturer's specifications and applicable codes. 12. Exterior flashing to be correctly installed at all connections between roofs,walls, STRUCTURAL PANELS E PER 1M E TE R EDGE ZONE - 1 6" O/c - 6" A T PANEL
EDGES AND A T INTERMEDIATE SUPPORTS IN THE O
chimneys,projections,and penetrations as required by approved construction E O
0Sd PANEL FIELD UJ O
INTERIOR ZONE - 16* O/C 6" AT PANEL EDGES AND 12* Z J
8 d A T INTERMEDIATE SUPPORTS IN THE PANEL FIELD
9. General contractor to consult and coordinate with the owner and the plans for all practices.
built in items such as bookcases,shelving, pan ,CIOSetS,etc.
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13.General contractor to provide adequate attic ventilation and roof vents. FOR ROOF SHEATHING W [THIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0" ON EACH SIDE OF THE ROOF PEAK, THE 4'-0"
P q PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
10. Provide hardwired smoke detectors,with battery backup,on all floors and in each
bedroom,verify with local code requirements as per Section R317, New York State 14. Provide appropriate soffit ventilation at overhangs. CEILING SHEATHING
Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES GYPSUM WALLBOARD 5 d COOLERS 7" EDGE / 10" F IE L D
W ALL SHEATHING 00
GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and STRUCTURAL PANELS 8 d 4' E D G E ZONE - 1 6" O/C - 6" A T PANEL EDGES AND 12"
AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD � l~0
INTERIOR ZONE -safety requirements. Sd AT NTERMEDIATEIS"UP/PORTS NPTHEE
PANELEFIELDD 12" a O
1.General contractor to review plans,elevations,and details to determine intended
2. If wall plates or joists are cut during the installation of plumbing fixtures or FIBERBOARD PANELS 7/1 6" 6 d 3" EDGE / 6" FIELD Z IT
heights of finished floor(s)above typical grade. P 1 9 P 9 25/32" 8d 3" EDGE / 6" FIELD L1J �, �
equipment provide bracing to be framing back together. GYPSUM WALLBOARD 5 d COOLERS 7" EDGE / 10" FIELD UJ d
2.All footings to rest on undisturbed soil. s d 4' E D G E ZONE - 16* O/C - 6" AT PANEL EDGES AND 12* M
GENERAL HVAC SYSTEM NOTES HARDBOARD AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (p
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3. Provide'IV'expansion joint material between all concrete slabs and abutting
concrete or masonry walls occurring in exterior or unheated interior areas. 1. Mechanical subcontractor is responsible for adhering to all applicable codes and Q Z ov
safety requirements. TABLE 3.7 O o
4. Concrete on 4"sand or gravel fill minimum,with 6x6-10/10 wire mesh reinforcing. 1995 SBC HIGH WIND EDITION WOOD FRAME IX
Interior slabs to be placed on 6 mil.stabilized polyethylene vapor barrier. 2.HVAC subcontractor to fully coordinate all system data and requirements with the
equipment supplier. CONSTRUCTION MANUAL Q
5. Provide crawl space ventilation per local code requirements. RAFTER SPACING 16" O/C CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 2
3. HVAC subcontractor to provide final system layout drawing and submit it to general WEATHERING SEVERE ch
ROOF PITCH ROOF SPAN CO
6.General contractor to install cop-r-tex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval. 12 20 28 36 FROST LINE DEPTH 3'-0"
between all wood surfaces that are exposed to concrete or masonry surfaces. TERMITE MODERATE TO HEAVY
3:12 5 8 11 14 DECAY SLIGHT TO MODERATE
7. Dampproof exterior of foundation with a bituminous coating as per code and soil 4:12 4 6 8 11 WINTER DESIGN TEMP. 11
conditions. 5:12 3 5 7 9 ICE SHIELD UNDER- AS PER MANUFACTURER'S
GENERAL WIND PROTECTION CONNECTION NOTES 7:12 3 4 5 6 LAYMENT REQUIRED SPECIFICATIONS / STATE CODE
GENERAL FLOOR PLAN NOTES Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 FLOOD HAZARDS
and 1995 SBC High Wind Edition Wood Frame Construction 9:12 3 3 4 5
1. Dimensions shall take precedent over scale drawings(do not scale drawings). Fasteners and Connectors for Wood Frame Construction 12:12 3 3 3 4
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2.All interior walls to be covered with'/i"gypsum board with metal comer reinforcing. 1.A continuous load path between footings,foundations walls,floors, studs and roof _ `-a. 0
Tape,float,and sand(3 coats). framing shall be provided.
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TABLE 3 .4 `-'
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3.Walls common to garage and house to have a layer of 5/8",fire rated gypsum board 2.Approved connectors,anchors and other fastening devices not included in the 1995 SBC HIGH WIND EDITION WOOD
at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber Standard Building Code,Table 2306.1 shall be installed in accordance with FRAME CONSTRUCTION N MANUAL
requires 2 layers of 5/8",fire rated gypsum board. RAFTER SPACING 16" o/c DESIGN LOAD CALCULATIONS a ��
y manufacturer's recommendations. 12 0 mph FASTEST W IN D S P E E D cn Q
4.All bath and toilet area walls and ceilings adjacent to wet areas to have water 3. Metal plates,connectors, screws, bolts,and nails exposed directly to the weather or ROOF ROOF NUMBER MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (lbsf) S-I
resistant gypsum board,or wall the set on wonderboard or equal. subject to salt corrosion in coastal areas,shall be stainless steel or hot dipped P IT C H SPAN (ft) O F NAILS EXTERIOR BALCONIES 60 O
galvanized. 4:12 12 3 IDECKS 40 4
16 a JATTICS WITHOUT STORAGE 30 �+
4.Where windows and doors interrupt wood structural panel sheathing and siding, 20 5 IATTICS WITH STORAGE 40
framing anchors or connectors shall be provided at the top and bottom of cripple 24 6 ROOMS (OTHER THAN SLEEPING ROOMS) 40
studs, header studs,and at least one stud at each side of opening. 28 7
1.4
32 8 SLEEPING ROOMS 30
5. Ridge straps shall be attached to each pair of opposing rafters except where collar 36 -
ties of 1x6 or 2x4 lumber is located in upper third of attic space and attach to each pair 5:12 12 3 CRITERIA FOR CALCULATION OF DEAD LOAD
16
of rafters. 20
4 ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A.
24 5 ARCHITECTURAL GRAPHIC STANDARDS
6.When a structure is designed as a"Partially Enclosed Building" uplift connectors 28 6
shall now require 20 gage strapping with six 8d nails provided at each rafter bearing. 32 7 SNOW
36 7
7. Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 6:12 12 3 IGROUND SNOW LOAD 45 lbs.
18 3
comers.
20 4 SEISMIC
8.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation 24 5 DESIGN CATEGORY 1B
with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A 32 6
minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of 36 7 WIND
each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ 7:12-12:12 12 2 WIND SPEED 1120 mph U_
masonry foundations. Anchor bolts shall be located within 12 inches of comers and at 16 3 O
00
spacing not exceeding 4 feet on center. 20 4 EXPOSURE CATEGORY B M N
24 4
THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT 28 5 ri
SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 32 6 Z
GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 36 s W Q
GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS.