HomeMy WebLinkAbout34860-Z g�y¢FOL,�c Town of Southold Annex 5/4/2011
o;t4 �Gy 54375 Main Road
c„ Southold,New York 11971
-
CERTIFICATE OF OCCUPANCY
No: 34928 Date: 5/4/2011
THIS CERTIFIES that the building AS BUILT ADDITION
Location of Property: 2150 Paradise Shore Rd., Southold,NY 11971,
SCTM#: 473889 Sec/Block/Lot: 80.4-13
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
7/9/2009 pursuant to which Building Permit No. 34860 dated 7/13/2009
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:
"as built"unheated three season room addition(with skylights)to an existing one family dwelling as applied for.
The certificate is issued to Day,Malcolm&Day, Charlotte
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 11386 4/26/11
PLUMBERS CERTIFICATION DATED
r •
/ t� H d Sigdature
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. 34860 Z Date JULY 13 , 2009
Permission is hereby granted to:
MALCOLM & CHARLOTTE DAY
PO BOX 544
SOUTHOLD,NY 11971
for
AS BUILT UNHEATED 3 SEASON ROOM ADDITION TO EXISTING SFD PER
APPROVED PLANS AS APPLIED FOR
at premises located at 2150 PARADISE SHORE RD SOUTHOLD
County Tax Map No. 473889 Section 080 Block 0001 Lot No. 013
pursuant to application dated JULY 9, 2009 and approved by the
Building Inspector to expire on JANUARY 13 , 2011 .
Fee $ 400 . 00
��1 V
Authorized Signature
ORIGINAL
Rev. 5/8/02
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. 34860 Z Date JULY 13 , 2009
Permission is hereby granted to:
MALCOLM & CHARLOTTE DAY
PO BOX 544
SOUTHOLD,NY 11971
for
AS BUILT UNHEATED 3 SEASON ROOM ADDITION TO EXISTING SFD PER
APPROVED PLANS AS APPLIED FOR
at premises located at 2150 PARADISE SHORE RD SOUTHOLD
County Tax Map No. 473889 Section 080 Block 0001 Lot No. 013
pursuant to application dated JULY 9, 2009 and approved by the
Building Inspector to expire on JANUARY 13 , 2011 .
Fee $ 400 . 00
Authorized Signature
COPY
Rev. 5/8/02
Form No.6 EJ ke-h 11_10.
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan 'requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing'all property lines, streets,building and unusual natural or topographic
features. E
2. A properly completed application and consent to inspect signed by the appli f C fi to f cc a
denied,the Building Inspector shall state the reasons therefor in writing to th icant.
C. Fees APR 18 2011
1. Certificate of Occupancy-New dwelling $50.00, .dditions to dwelling$50. 0 A terations to dwelling $5 .00,
Swimming pool $50.00, Accessory building$50.0 , Additions to accessory uildii D Messes 0.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00 TOWN OF SOUTHOLD
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00
Date. `-�,2.�T; �
New Construction: Old or Pre-existing Building: (check one)
Location of Property ze_a01r'_' SOLI
Ouse No. Street Hamlet
Owner or Owners of Property Ra-6nit1k, —C
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No,-3z-�C( Date of Pen-nit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 041_�)
G
cya 2) Applicant Signature JV
SUFFOLK BUREAU or
y E. LEC; T R I C A L
INSPECT0RS, inc.
451
40 Nottingham Drive, Middle Island, NY 11953 l
Telephone:631 495 8136 Fax:631 980 6455 E-Mail: SBEIGS@gmail.comPr'
� 1
CE 'JIFICATE OF ELECTRICAL COMPLIANCE
Applicant: MALCOLM DAY Certificate No.: 11386x
Rough In Inspection Date: Oct 13, 2009 Final Inspection Date: Apr 26, 2011
¢} Application No.: 11386 Building Permit No.:
-° County Tax Map No.:
zm
This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or °
�..� P � P P •
�;; work described below, installed by the applicant named above, located at the premise of and not after the final
I inspection date above:
s>
rfa,l
Owner: MALCOLM DAY
Site Location: 2150 PARADISE SHORE RD, SOUTHOLD, NY 11971
Owner's Address (if different): rt
t .
®Residential R Indoor ❑Basement ❑Service ❑Shed
❑Commercial ®Outdoor R/I First Floor ❑Pool ❑Hottub
tF
;w ❑New ❑Renovation ❑Second Floor ❑Attic ❑Garage
❑Addition ❑Surve Other sun room
F INVENTORY
Single Phase Heat Duplex Recpt 2 Ceiling Fixture 1 HID Fixtures
6 ._. ..: ... ..... _._
1 Three Phase Hot Water GFCI Recpt Wall Fixture Smoke
Main Panel AC Cond Single Recpt Recessed Fixture CO Detect
Sub Panel AC Blower Range Recpt Flourescent Smoke CO Combo
._
i LL. Transformer Appliances Dryer Recpt Emergency Time Clock
............ .
v.
a : Disconnect Switches Twist Lock Exit Fixtures Pumps 4
_.
rE ..,.,........
,'a.}GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan
4 Other Equipment:
The electrical work and/or equipment described above were inspected and appear to be in compliance
with local, sta't-n and national electrical code requirements and this office.
}t� Applicant: MALCOLM DAY License No.:
Inspected By: Roger Richert Date Of Certificate: Apr 26 , 2011
Signature: `..!
C
1; �a
sti
H �
TOWN OF SOUTHO IJILDING DEPT.
INSP C
TION s
[ ] FOUNDATION 1 ST [ ] ROUGH PLOG.
[ ] FOUNDATION 2ND [ ] INS ON
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RES ,CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMAR r.-�-X
/ZE"
5a •ab
DATE INSPECTOR
IHITECT
MARK SCHWARTZ &ASSOCIATES 28495 lVain Road•PO Box 933•Cutchogue, NY 11935
631.734.4185 www.mksarchitcct.com
May 02,2011
Southold Town Building Department
PD.Box 11.79 Main Road
Southold,New York 11971
Re: Additions and Alterations to:
Day House
2150 Paradise Shore Road
Southold,New York
Permit.#:34860_
(SCTM#1000-80-01-13)
To Whom This May Concern:
I have been to the site and inspected the foundation, framing, strapping and rough plumbing and
insulation installation. I hereby certify, to the best of my knowledge, the framing and.plumbing work
has been completed as per plans and meets or exceeds NYS code requirements.
Please call this office if you have any questions or require additional information.
Very truly yoursy
a
3
.k
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t'�'1 -Lk�as
Mark Schwarz
E2011
MIAPT. M mber American Institute of Architecture
THOLO
FIELD INSPECTION REPORT DATE COMMENTS
b
FOUNDATION(1ST) y
U
- --------- ------------------
FOUNDATION(2ND) t
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ROUGH FRAMING&
PLUMBING y
g D
• s
INSULATION PER N.Y. y
STATE ENERGY CODE
i s
i
FINAL
ADDITIONAL COMMENTS
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�Z
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DErARTMENT Do you have or need the following,before applying?
TOWN HAi.L Board of Health
r _ .
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Q Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
17 Flood Permit
Examined ,20 Storm=Water Assessment Forni
Contact:
Approved ,206'7 Mail to: �Z—
Disapproved a/c Phone: 173 4 1,p C
, '_
Expiration 120T3i M77--1
Building Inspector .
APPLICATION FOR BUILDING PERMIT
Date L'� , 20
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 here escribed.The
applicant agrees to comply with all applicable laws, ordinances,building code,housii c e, and re u ons, nd to admit
authorized inspectors on premises and in building for necessary inspections.
(SigYature of appl nt or name,if a corporation)
�4 ea,e Cz c
(Mailing address of applicant)
State whether applicant is owner, lesse , agent, architect, e gineer, general contractor, electrician,plumber or builder
Name of owner of premises
(As on the ax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
a � Sa3 0l,
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on Ahich proposed work will e done:
2 / 50 1 mee RV fotz*6 0
House Number Street Hamlet
County Tax Map No. 1000 Section dpo Block Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancyof,proposed construction.:
a. Existing use and occupancy S'lk t,G 54 (74 8 y W-L r
b. Intended use and occupancy
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
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
SOle vr"
Dimensions of same structure with alteration or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated 7�6
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOz�
13. Will lot be re-graded? YES NOX Will excess fill be removed from premises? YES NO
14. Names of Owner of premises D Address Phone No. 761% P 7 7
Name of Architect C l Age -c- Address Phone No 7—�¢ /
Name of Contractor Address Phone No. n/
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO �(
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO—V
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
(r ) �_ 1
COUNTY O t0 �11&— a
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the 6 zle)IV76L
(Contracto ,Agent, Co orate 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
149 day of 20 Q
\� � VICKI TUH
`� cat Notary Public State of New Yorkh
Nota Public o• `f06190696 Signature of Applicant
rY . Qualified in Suffolk County
Commission Expires July 28,2 )�
TOWN OF SOUTHOLD PROPERTY RECORD CARD M -
OWNER STREET VILLAGE. DIST. SUB. LOT
A cot LI haw L`0 a� of z -
FRRM RHO N N E ACR.
4eJ,,e _ ; ' S ,, W ^� I TYPE OF BUILDING
✓K/`W r�a%'C'+=r-.'
SEAS. VL. FARM r COMM. CB. MISC. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
v o--Z)
Y/y 3 ,Sg.(e �� 76
37 1b1,egdw.l-F C lcc a7T v- �A
3 ,5(03' i CCoi+a =s w +0 i CCof h)- /milli
D - . 3— C,t`CC fig -In N Wl �¢ �;�► 70 r�d7�
AGE BUILDING CONDITION $. .� a_•L�aa I -� Ua fD .50
NEW NORMAL BELOW ABOVE
FARM Acre Value Per Value
Acre
Tillable 1
Tillable 2
tillable 3
,Noodland
iwampl.and . FRONTAGE ON WATER
3rushland FRONTAGE ON ROAD .755 C 2 s- cCS
House Plot DEPTH 5-D
BULKHEAD
total DOCK
9R
Pfir v S t r 4 r \ NONE
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SOUjyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1179 G • �Q
Southold,New York 11971-0959 �0
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
April 21, 2011
Malcolm & Charlotte Day
PO Box 544
Southold, NY 11971
RE: 2150 Paradise Shore Road, Southold
NOTE: See copy of inspection enclosed.
TWO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. CPC S�d-
J
A fee of 50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (Ail permits involving plumbing after 411/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval.
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
BUILDING PERMIT : 34870-Z unheated sunroom
BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:Z/z'9/06/0�*Date Reviewedr7/1YI06/03
Applicant: Owner: MG-VC-0 rv\ Char 16-I-�-e
Architect/Engineer: M016C C-k t,u OL V- } Estimated Cost:
SCTM# 1000- �C� - - j Subdivision: Zone:��onformiug?
JJ
Property Address: �° r J Pa & LU— " City: 1,L—�
A0 Id Pre CO_ s?
a\
Building Permits (Open/Expired): B11�12R3Z/C/o Z- ,Info:• BP -Z/C/0 Z--;Info:
BP -Z/C/0 Z , Info: BP -Z/C/0 Z- ,Info: BP -Z/C/o Z- Info:
Single & Separate Search Required? Y orNN Determination:
REQ. Lot Size: 0 () UD ACT. Lot Size: , a��LA REQ. Lot Covo-906 aACT. Lot Cov. I �' D
REQ. FrontW ACT. Front.�_REQ Side tg 2S•' ACT. Side 0- REQ. Rear 3S' PROP. Rear
REQ. Height. ACT. Height .
Project Description:P5. S+On4
Waterfront? Y or, ?
If yes;water body: Panel# Flood Zone: Bulkhead/Bluff Distance:
ADDITIONAL APPROVALS REQUIRED
Suffolk County Health: Y or N - If yes, *Bed#: *Date: _/_/. *Permit#: Town Septic: Y or 1
- If no, certification required: Y or N Received: Yor N By:
NYS DEC: PRE-DEC9/1/7s Y or N - Date: _/ /_ Permit#: or NJ Letter— Notes:
Southold Trustees: Y or N- Date: % / Permit#: or NJ Letter—Notes:
Southold ZBA: Y or N - Date: / / Permit#: —Notes:
Southold Planning: Y or N- ISate: `/ . /_ Permit#: —Notes':
Town Landmark C of A: Y or N DTE: /. / *NYS CODE Compliance (page 2): Y or N
Notes:
Fee Structure: Calculation,
Foundation: SF 1. ( SF)- ( _SF)=. SF X $ =$
First Floor: SF. + Initial Fee: $
Second Floor: SF +Additional Fee ( ): $
Other: SF 2. ( SF)- ( SF)-- SF X $ =$
Total: SF +Initial Fee: $
+Additional Fee : $
TOTAL: $
NEW YORK STATE CODE COMPLIANCE CHECI(L,IST
. CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load: 45 Wind Speed: 120MPH Seisnuc Design Category: 13
Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M
Design Temp: 11 Iee Shield Underlay:YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS: Y/N
HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N
CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RATTERS: Y/N-
LUMBER SPECIES AND GRADE: YIN
DESIGN LOAD CALCULATIONS: Y/N
.LIVE: Y/N DEAD: Y/N SNOW: YIN SEISMIC: YIN WIND: Y/N
WINDOW AND DOOR SCHEDULE:
•MISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N ti
LIGHT 8%: Y/N
VENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAGRAM: Y/N
LOCATION OF DIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALCS: Y/N
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)
SURVEY OF PROPERTY - - -- -- - � -3
SITUATE: SAYVIFA N
TOWN: SOUTHOLD
FFOLK Gomm, NY a `"SU -
SURVEYED 03-15-01, S
AMENDED 05-03-01, O
1-15E. FNDT'N. Oq-05-01
GAR. FNDT'N. 10-03-01,
FINAL Ob7'27-02, Ob-01-02
SUFFOLK COUNTY TAX # \
1000-bO-1-13
CERTIFIED TO:
NF MANAGEMENT
COMMONWEALTH LAND C
i TITLE INSURANCE-COMPANY .15690
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NOTES: .�y�.,u�� CIO
■ MONUMENT
• PIPE OR PIN
AREA = 11,244 SF OR 0.26 ACRES '-
PROPERTY FALLS ENTIRELY WITHIN
FEMA FLOOD ZONE X A5 SHOWN ON �U�UE �►LTEi2E� ! -^
FIRM MAP a 36103G0167 G IN01 C TE- -41- 6vIt.7- JOHN C. EHLERS LAND SURVEYOR
GRAPHIC SCALE I"= 30'
(y/1/G S ]"p 2� 1-+mQ1 p 6 EAST MAIN STREET N.Y.S.L1C.NO.50202
/ RIVERHEAD,N.Y.11901
369-8288 Fax 369-8287 REF.\\Iip sorvcr\d\PROS\01-131b.pro
REVISIONS
BLDG.DEPT. 07/01/2009
NOW-""
1 1 i_�I-�_ i_ ' T� ! _L i_.-_ �__� �� _�I J 1_� _r� ! i ? Lr J- ! �- 1 I I 1 i _l._ f
: is �+ OCCUPANCY
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J i ._.L _ T�.1_. '_a ?._,�_1 , CERTIFICATION OF
CONNECTIONS
� I-�---rIT��,_.�-:—�` NECTION � v
i 7 '7- - - f -- �. I NAILING &
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�T i i 1 I -T O F FOLLOWING i9SPECfi1flN
iL _ 1 !� �� LL!j i o�,��y �E�23 I. FOUNDATION - TWO REQUIRED
-L *��� O \N FOR POURED CONCRETE
i I E
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FWA11�
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I ,'•i-T-r--i- ' - ---�i-'--- i I�-._. -;`i � �O•� .3. INSULATION
�' I T-1'� i I._.�.i _I... .�.. I i �L .L_ ,I ,L 4. FINAL CONSTRUCTION T
T� T �i '_i . r� -f r I T 1 -i_i_;1- TR ON MUST
- -- 1 T-1 BE COMPLETE F r --'` -1r 1 - i 'T--,µ _ 1� ! 1_..,!--�—" - L: � T-,'_! , 1 OR C.O.
--.' ., '� + r�-- ! ! �! ;.1� i 7 ' - , -� r -.,1�_ _i i ALL CONSTRUCTION SHALL MEET
R THE z
REQUIREMENTS OF THE CODES OF NEW
�.- �! O' ! YORK STATE. NOT RESPONSIBLE FOR H
DESIGN OR CONSTRUCTION ERRORS.
ALL CONS T f)l.;;rTic''� L31"XiL ~
REAR ELEVATION t„"EET THE REQU1,9EMF-' ,!i S r,,=-THc' U,
SCALE: 1/4" _ 11_011 GO!�FS 0� �..��,'`r' ;. ; T E. Q z
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RIGHT ELEVATION µ
SCALE: 1/4" = V-011
SCALE: 1/4 = 1 -O a �;-�` fit,`, e, DRAWN: MH/MS
T' h .:
SCALE: 1/4"=1'-0"
JOB#:
July 01,2009
/!> SHEET NUMBER:
._a��z %
PA- 1
J
REVISIONS
BLDG.DEPT. 07/01/2009
� cT t�1r Unl c� Gn 1 AT1 *1 -IAN ffil
EXI'� r �r rV r rv� r v� �� r r l'v
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w/24"X24"Xl2"FTG.
3"BELOW GRADE(NP)- , EXISTING PATIO O N
FOUNDATION I Ln
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1 O I;I:IIQ W , C
2X6 FJ n. R PATIO , .I,: K
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` 2.—O.I I INSTALL 1/4"(MIN.)AC EXT.GRADE a,
4' 1.2'-4" SHEATHING UNDER CANTILEVERED
jr FLOOR.
16'-0"
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SKYLIGHT SKYLIGHT
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I Q 4 l� Li
SKYLIGHT I SKYLIGHT Q
GUTTERS w/DOWNSPOUTS TO BE I II
INSTALLED,CONNECTING TO
00
DRYWELLS TO BE INSTALLED AS PER O # '
CODE REQUIREMENTS I a------ --1------- --- ------- ------------------T- \; 1----- w
1
— —————————————————————— 1 —————————— ——————————————————
EX.HOUSE 2ND.FL. ' INSTALL DBL.2X8 COLLAR TIE
--------------- -- ----- ---- ------------------" CANTILEVER -- --- - •- --_ .
O i
STAIRS TO BE INSTALLED:
■"r c9x 4 dd- A MAX.8-1/411 RISE
1 1FPLAN1 48.SKYLIGHT
S H T. i 1 8X L T. , II MIN.9"TREAD ❑
SKYLIGHT SKYLIGHT Ln SECURE TO BUILDING Q
O p 1 , OVER CONC.BLK. O
SCALE: 1/4" = 1'-0' I ---------- ---------- a - �
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O I 1 1 1 Z
48X44 VENT. I 48X44 VENT. Q 0
O 1 SKYLIGHT 1 1 SKYLIGHT
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INSTALL DBL.2X8 COLLAR TIE 1 6 1 A UDC� !� � Ifl ❑ ❑
< O
CX15 CX15 CX15 CX15 CX15
O
2'-5" 3'-41/2" 3'-41/2" 3'-41/2" 3'-41/2" 2'-5" Lo
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18'-4" 12'-0"
IST 1 ■ FLOr\.).,R ILM
1 A NJ
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a a""i f;;�', •.4
DRAWN: MH/MS
SCALE' 1/4" = 1 -01 SCALE: 114"=1'-0„
JOB#:
July 01,2009
3 SHEET NUMBER:
• CY
REVISIONS
BLDG.DEPT. 07/01/2009
1"II IT
I I
/ ( r
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OR GLLVAN!ZED 11 1 i1
VAOODSCFE'MW/4YAS /HERS @ il"O.C. ' I I 1\I tII { j 111 l� _ _ _ _ _ _ _ � -
I 1 I 11 WIMwW 9LL
1 1 TYPICAL WINDOW OPENING ASPHALT ROOFING
IfI I I (LESS THAN 9'-0X8'-0"OPENING) 12 2X8
S I I I 11 1 I I � RIDGE UNDERLAY TO VERIFY
It
i L/ 1/2"SHEATHING
TYPICAL DOOR OPENING ____ ___ 2X8 RR @16"OC U
(LESS THAN 4'-0X8'-0"OPENING) ' " \ r+]1 p
____
2'OH
1 tz
I 1 I I
1 1 11
VINYL SIDING w/
t rj r/1ti II j /1 j� i I jl j (I ti =N 2X6ACQ SILL PLATE 33/4 iSs+FELTUNDERLAYMENT
zx I I I I II n 4 n S i t , � w/COP-R-TEX � 1/2"CDX SHEATHING
TERMITE SHIELD
— — enH 2X4 WALL
I 3/4"SUBFLOOR SILL
6 w
SEAL PIPES
a?A^AP+�LVW'DOD 2 6 J 16" C
I I FL 1 a •. a •. s (4)2 X6 ACQ
2 —4 GIRDER
III II I, I
I I i A ( i ♦ - - i 7 i I -Irt I'
i
I I i II III EXISTING BLUESTONE �,. B"CONC.PIER o Z
PATIO PC
SWALL{VIS) 1 w/24"X24"CONC.FTG. �� 0
�s t ( I j / I r I j I I 1 7 ••• d 3'BELOW GRADE(TYP.) F-+
ASSUMMED 16"XB"
CONCRETE FIG. �
-E. En
1 WYfOD SCRETVS W/
WASHERS'.1l'O.C.
�1ET 11s"a SECTION A—A (AS BUILT) a W
1�+DF.1sn��HEr�� '
TOf£MER Vv'RH STPINLf55 STEEL ��
00.GILVPJ[aD BOLiG W/WASHERS x
ua xurs a r-u-o c
TYPICAL MULTIPLE OPENINGS SCALE. 1/411 = V-011
(MORE THAN 4'-OXB'-0"OPENING)
Z Q
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �r.r= o �-
�'+' F
AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL [ , r`" !.• t r qr "k t N
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS,SHUTTERS MUST BE MARKED FOR WHAT OPENING 1T 15 TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
ucF ���«.cdN�� .•r' �i' Y
GENERAL: STORM WATER MANAGEMENT DETAILS
DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOP,BASEMENT SEEPAGE OR FLOODING,CAUSE SURFiCIAL
FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE
SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. N.T.S.
,. •^J`. Q
DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION
WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL '\Y,
SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER O
LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. GUTTERS DOWNSPOUTS DRAIN PIPE wfFo" Town of Southold
THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH cg Of
WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE d <
DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. (INCH) ®1/16"SLOPE 1/8"SLOPE GPM 1/4"SLOPE GPM
i/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER Erosion. Sediment &Storm-Water Run-off Assessment Form
� r�u�//•1�
CONSTRUCTION: 3 340 400 2 1088 46 3 1644 68 2320 96 c i Property Location: S.C.T.M.i1 THE FOLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A VJ W
FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 1000 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PUN I"'� O z
CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. DI51'I fC'15CCt10D BIOCIC Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK r
PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE 5 1250 1760 3 3220 134 5 6680 278 9440 392 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O
CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS item Number: (NOTE: A Check Mark(X for each Question is Required for a Complete Application) o O
FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, 6 1920 2720 4 6920 288 6 10700 444 I5100 628 ) q P PP ) YCF `L!
PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W
AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")inch Rainfall on Site? 1�
LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD OGEE GUTTER-STANDARD 5" ' (This item will include all run-off created by site clearing and/or construction activities as well as all Site 00 —
BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. 1 NOTES; Improvements and the permanent creation of impervious surfaces) Q O
TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT,DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures indicating Size&Location? of 0
X0 /�
SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 1).EXECUTION: This item shall Include all Proposed Grade Changes and Slopes Controlling Surface Water Flow! 1('�'11 Q
UNTIL OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS A).DO NOT BEGIN INSTALLATION UTL SUBSTRATES HAVE BEEN PROPERLY PREPARED. a
DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural El X O
OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT 2).PREPARATION: Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? Ln
AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR.
USE OF TI1E DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED-WHERE B). 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of X nl
UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Five Thousand(5,000)Square Feet of Ground Surface? 0 RODE AREA,RUNOFF:
:4 .0 PIAINIT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ��
AT 100%WATER RUNOFF:42.0 GU.FT. MIETALS WITH PROTECTIVE BACKING PAINT.
ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE 5 Is the a Natural Water Course Running through the Site? X
SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY Is this Project within the Trustees juristriction or within One Hundred(100')feet of Wetland or Beach?
AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE tS COMPLETED AND PROVIDE(1)8 FOOT DIAMETER,2 FOOT DEEP 3.INSTALLATION:
0
DRAINAGE AREA STABILIZED. A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. Will there be Site re anon on Existing Grade Slopes which Exceed Fifteen 5' feet of Verticte Rise to X
DRE(1)8 (CAPACITY:ER, F FT.) 6 P Per g P p )
IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL FFS DRAINAGE AREA IS 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. One Hundred OD' of Horizontal Distance? 0
[OR ALTERNATIVE MEETING MIN.CAPACITY] 0 )
STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.
INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 7 Will Driveways.Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off X DRAWN: MH/MS
SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT ACCESSORIES. into and/or the direction of a Town right-of-way 0?
BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT SCALE: 1/4n_11-0"
IS COMPLETED AND THE DRAINAGE AREA STABILIZED. CONNECTORS. $ Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of JOB#:
STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL X
any Item Within the Town Right-of-Way or Road Shoulder Area. —
COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES 15 RECOMMENDED. CONNECTION WATERTIGHT. (This item will NOT include the Installation of Driveway Aprons.) July 01,2009
9 i q P p ) P v X SHEET NUMBER:
PRETREATMENT: DRY WELLS TO BE lO MIN. 4.PROTECTION: Will this Project Require Site Pre eration within the One Hundred DO Year Flood lain of an Watercourse.
AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 0
FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND OOMPLETION. NOTE: if Any Answer to Questions One through Nine is Answered with a Check Mark in the Box,a Storm-Water,Grading,
ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. C Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl
O
THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH Q
CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD RE INCLUDED WHEREVER O 0 O O
PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES
THAT CAN ENTER THE DRY WELL.
REA."ISIO N7S
BLDG.DEPT. 07/01/2009
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTIURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS \ 1l
\ � �
• ENDW4LL RAFTER WALL STUD
CRIPPLE STUD
4 � • BOTTOM PLATE
RIDGE ¢ ®`
• HEADER LEDGER BATHTUB
DOUBLE JOIST ®•Ol�►•�
SIDE`NALL
RAFTER
JACK STUDS fo
FLOOR USP NUMBER DESC RIP TIOPI .4PPLIC ATION
1ST. ,4DS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TD FOUNDATION W/ ,ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTIOII APPLICATION LOCATION USP NUMBER DESCRIPTION .APPLICATION RAFTER SI--L U6P NUMBER DLSCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP O
2ND. .4DS5 ,ALL OPENINGS LSTA12 I-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY O'dEP RIDGE TO EACH R.4FTE JOIST DIRECTION WITH DE JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST- FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS_6 18ga. SLOPE HANGER APPLY TO EACH RAFTER LEDGER .�•i
FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N
THE FLOORS TO EACH OTHER W/ THREADED ROD. .ALL OPENINGS RT3 OR RT7 TYDO`NN ANC HOP APPLY TO EACH CRIPPLE STUD 2X1O LS210 118go. SLOPE HANGER, APPLY TO EACH RAFTER / LEDGER BLOCKIIIG 024'Or ,
ti m
� U �
WALL STUD
m
THROUGH-ROOF EXHAUST yN•+ �] � �
VEI ITS SELECTED AND
LOCATED BY COIJTRACTOR w
METAL STRAP Zj
VENTILATION CHANNEL w oz Z w
RIM BOARD AS REQUIRED �t
RAFTER
SILL PLATE(S) RAFTERSMAIIJTAIN
11
TAI
VENTILATION U H
WOOD JOIST
C
FOUNDATION I BLOCKING '
TOP PLATE
2x4 LEDGER BLOCKING °v
z
STAPPING TO BE ATTACHED TO WALL STUDS §48"OC 2x4 SOFFIT JOIST
AND ALL WIIIDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA
hIINIIAUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP HUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- c
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CON TIN. SCREENED VENT
ON ALL OPENINGS i� r OPENINGS OF "A INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD
i
INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS CONNECT TD
ON ALL OPENINGS 4" - 6" RAFTER RT10 10-3/4" x 18ga- TYDO`JJ/N ANCHOR EACH RAFTER. PROVIDE BLOCKING BETWEEII JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. " " CONNECT TO OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8 - 12 RAFTER RT2U ^_1-1/8" x 20ga- TYDO`NJN ANCHOR EACH RAFTER
ON ALL OPENINGS
/ , O
2IID. FLOOR WALL �
r ,
RAFTER
I Q
WOOD JOIST
O
TOP PLATE GIRDER/HEADER Q
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS (T48"OC
WOOD JOIST
AND ALL WNUOW/DOOR OPENING JACK STUDS WALL STUD
FLOOR JOIST DEPTH USE NUMBER DESCRIPTION APPLICATION cn xj
INSTALL 4'0" O.C. z
4" - S" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q '✓
ON ALL OPELI NGS ALL JOISTS CONIIECTED TO A FLUSH HEADER TO BE SUPPORTED 'NTH
RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. U
INSTALL 4'0" O.C. RAFTER TO PLATE IF ,ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" %tSTA48 1-1/4"x48" 16ga- STRAP AND JACK STUDS (CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUP
DBL. SILL PLATE
TERMITE SHIELD
SILL GASKET
• ' I
TW. CONC. FOUNDATION CONC. SLAB
A � �•` �
DAMP PROOF EXTERIOR 6 MIL. POLY • ,•,v yy
6MIL POLY ON EXTERIOR V GRANULAR. FILL � � � 1• ' � ` � t
• y STEEL COLUMN J ' ' a ♦ 1
•e ' • G C ° ° ♦ ♦•
° D ♦ CONC, SLAB I a F•• // I I `` Q
t•• ; n - �•a �• Q
.e V + COMPACT FILL O
KEYWAY FOOTING ° y • • G 3 ^ ` •
• �''a e C CONC. FTG. a Q e L°
• '�' O .ANCHOR BOLT COIINECTION USE WITH 3x3 SQUARE WASHERS ♦` � (n
• (USP LBPS53 OR BP583) ♦ W }
-•
REINFORCING BAR FOUNDATION 5/8" D1.4. ANCHOR BOLT � I I I O z
DRAIN TILE 1 p ANCHOR BOLT CONNECTION
Sl1PPORTING MAXIMUM SPArC IN _
� i Q
SILL PLATE TO FOUNDATION O
(CRAW SPACE OR FOUNDATIONI 7 STORY 72" CC O
TYPICAL CONIC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUND A TION 2 STORIES 36" OC W
WHEPE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"xi2" COLIC. FTG. CRANIL SPACE C� FOUNDATION
`ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57' CC O
"SLAB-ON-GRADE
I SUB FLOOR Q
CONC. SLAB DOOR FRAME
6X6 10/10 WIMA
COMPACT FILL GARAGE /1 JOIST �
� DOOR l7�
USE 2x8 STEEL BEAM T-
4" SLAB
1 ^� FOR BLOCKOUT N
• P.T. PLATE Wf 6Xfi WMM � SLOPE
4"DRIVEWAY .-•-p- NOTCH JOIST AND ADJUST HEIGHT
• �� 4 J • (WITH A NAILING PLATE IF NEEDED,
d• - .a _ �. = • TO BE APROX. 1/2" OR HIGHER THAN
• BEAM
1 �' Q�te • �i4 —Q'' ��.•s,�Kt•a • =��,1 , a e'° e • ^° a STEEL OTOR -A ADE c a (PRODESTRAPPINGO KEEP JOISTS ALIN ED)6X6 VN.M.
DRAWN:
: MH/MS
2 •wa Q A� _ SUBFLOOR^ �MIN REINFORCING BAR I�_ SCALE: NTH
• ° • JOIST REINFORCItIG BAR ., JOB
DRAIN TILE d
1• O •O • 11= ¢ '4 •'�,�``.
12" t' ;,•���,,,,;,,,;�,.�,�.�6r -."" July 01,2009
vt
• h j �(Q 'T�`�E.9 SHEET NUMBER:a �' c yf aP� `F ti.a
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEADING WALLS ,AND COLUMNS. • • '4�,
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. -
GARAGE DOOR BLOCKOUT fr'JF-"�; ,� •P 4 ..
-4
�j
-y
=�4``•y,W_t Any,ry �: L:'Gf'. u�:
REVISIONS
BLDG.DEPT. 07/01/2009
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING:', OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Sd P� RAFTER TO 8'WALL:
nails in the strap. BUILDING HEIGHT {SEE PLANS)
:3-Sd COMMON EACH TOE-NAIL
TOP PLATE 10'WALL::4-8d COMMON RAFTER
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL::3-8 COMMON EACH
y g g P p TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL::4-Sd COMMON JOIST
g y p g g p p DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFFCM-SBC LAP NAIL EXT.BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: � a
COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
should be adhered to even if in variance with the plan- studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-81d COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL (OTHER THAN SLEEPING) 40
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shalt have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL
construction means,methods,techniques,sequences,or procedures,or for safety the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200
4 q P Y p P PP C R CAT DESIGNED FOR . )
precautions and programs in connection with the work.There are no warranties fora bottom place,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING EXPOSURE CATAGORY ( n
TOP PLATE TO PER FACE NAIL
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2 -16d COMMONLOAD PATH SEE CONSTRUCTION ANDWtND PATH CONNECTION a m m
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1
ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 -16d COMMONJOINTS FACE t;+
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE .,,; x w
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE ¢vi Z
EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE cn
or exceeds manufacture's specifications and applicable codes. Type t exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 -16d COMMONv -"-.
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c-in the field,and STUD O.C. NAIL Sym.: C) � -y,
P g FIRE PROTECTION
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS
gypsum P 116d COMMON SMOKE&CO2 DETECTORS � ,.,
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified
HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 216d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION U
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3• 16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16. JOIST,BAND JOIST, 2 -16d COMMONFOOT SEE NOTE:1PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA,2
I).The Genera!Contractor and Mason to review plans,elevations,details and noses to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floorDEC"s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DEC DESIGN UNDERLAYMENT FLOOD
7}.INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
2.4.4.2 and 2.2.4 respectively.
QTY. SPACING 20 LBS. MODERATE SLIGHT TO
3).Provide 1/2"expansion joint material between concrete slabs and abutting 1015T TO: PER TOE 120 B SEVERE 3 FT, TO HEAVY MODERATE 11 NONE
concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON
n' g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
4).Any new concrete walls being attached to existing concrete structure shall
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON EACH TOE
NAIL SPACING NAIL SPACING AT INTERMEDIATE O with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING EACH TOE
poured
Unlessotherwise4inchhi noted,all slabs on grade to be 2re P.O..shrConcrete to be 2-Sd COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1.3
9.CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) � L/l
to be minimum 3-1/2 inch thick.All fill to be compacted to 950/a relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON 12"O @ 6"O.0 8d COMMON @ .C. SEE NOTES:1 (BOTH FIELDS)
NOTE:2 FOR PANEL FIELD � )
anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL F a
6"maximum lifts(layers). P P g
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 Q� a
6).Crawl spaces to be provided with a minimum ISN24"access opening. Install one attached with the above requirements. TO BEAM :3-16d COMMO JOIST NAIL NOTES Q
Bx16 cast iron foundation vent for every 150 sq.ft.of area. T�
JOIST ON LEDGER PER TOE
DECK AND COVERED PORCH NOTES: 3-8dCOMMON Q (,
7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. Z a
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to backfillin All fasteners,hangers and anchors to be galvinized or stainless steel. :3-16d COMMON �+
g P P g• g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
8)-Drainage as per section R405 of N-Y.S.Residential Construction Code- 2)-Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. � U d
g p 1 P �-16d COMMON
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHE HIN
2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. W
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL
3).Posts supporting girders shall be anchored to a 12"x12"xI2"thick concrete footing- JOINT DESCRIPTION 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For Z
Edition Wood Framing Construction Manual. QTY. SPACING
g Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shalt be 3 ft. p g g g � Q �
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL Ed Ass PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o-c. V
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4).Deck joists to have blocking at ST o.c.. CEILING SHEATHING: V 1
NAIL SPACING NAIL SPACING AT INTERMEDIATE
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
5).A minimum of 70 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS)
4'EDGE ZONE Sd COMMON @ 6"O.0 Sd COMMON @ 12"O.C.
where needed. NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug. Fir. GYPSUM 7" O.C.EDGE
( ) WALLBOARD 5d COOLIERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade.
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 20 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 4'1 and GO and 2x6 wall openings between 5'il and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
S).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. 0
anchors where applicable to all connecting joists. PLUMBING NOTES
7/16"OSB 6d COMMON 3"O.C.EDGE Q
6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with [if
to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
on plans. WALLBOARD 10"O-C.FIELD (D LO
2 .Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. LLl
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o ) Y P y g y p PP FLOOR SHEATHING: � O Z
other access openings unless otherwise noted(typical). NOTE:
p If wall studs,plates bracing
and are cut out during Installation for any plumbing related work, NAIIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY O
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION Q-rY. SPACING
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d CO1wtM0 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. LLl O
1"OR LESS 12"O.C.FIELD =
9).Provide blocking/bridging in floor joists at B'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. F-
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.requirements. 3 Q O
INSTALL 1-Cot DETECTOR 1N ADDITION TO SMOKE ALARMS PER FLOOR. Ct < 0
)
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Q
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NO1fES ONLY. Section R602.$ FIREBLOCKING REQUIRED a
equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based)on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. L
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. T
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech subfloor Contractor and owner for final review and approval. is nailed 3"on-center at the panell edge to obtain higher N
plywood per adhesive and screwed to floor joists.Finished floor to be installed shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
adhered with P ELECTRICAL NOTES: members shall be doubted,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
over subfloor as per manufacture's instructions. such as shear plates,shall be used Ito maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
1).All electrical to be installed as per N.Y.S.Residential Construction Code. ..;R
using parallel rows of studs or staggered studs. . .r:
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and f',r *f.t' t. y
ceilings and over furnace to have 518"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected y�cEJ y t� X
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 2)-At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, }3%�^y � µ' L P IN,
N DRAWN: MH/MS
3).Install Smoke detectors and Carbon Monoxide detectors Per section R317 as throughout to be reduced tol-16d nail per foot. drop ceilings and cove ceilings.
g SCALE: NTS
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. x%•:
3).In concealed spaces between stair stringers at the to and bottom of the run-Enclosed spaces 2 n t JOB#:
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) P g P P 1, r.4' "' S; .-
under stairs shall comply with Section R314.8,N.Y.S.Residential Code. a A y
torch down type material over. P Y ( July O1,2009
�:;+,,•�.-.,:_..,, STTEET NTJMBL:R:
16}.All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 4)-At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal flame and products of combustion.
;{ •, ;,,
5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code.