HomeMy WebLinkAbout40678-Z �SUFFnc,r�vTOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 40678 Date: 5/9/2016
Permission is hereby granted to:
Willgoos, Christine
165 W 66th St Apt 7X
New York, NY 10023
To: construct a deck addition to an existing single family dwelling as applied for.
wT gut
At premises located at:
2885 Minnehaha Blvd., Southold
SCTM # 473889
Sec/Block/Lot# 87.-3-32
Pursuant to application dated 4/29/2016 and approved by the Building Inspector.
To expire on 11/8/2017.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $372.40
CO -ADDITION TO DWELLING $50.00
Total: $422.40
Bui ding I ector
FIELD INSP��ON 1-MYOP"r DAT=
FdUND4' ' Ori(1ST)
................ .............
FOWD4TION(2N-b)
I
ROUGH Fz `rG&
PLUM 1N'G -�—
INSULATION PER N.Y. H
STATE ENERGY CODB
FINAL
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TOWN OF SOUTHOLIf BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do—y-66-havc-or--riced 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 c Survey
SoutholdTown.NorthForkxet PERMIT NO. ®� 6 Check
Septic Form
N.Y.S.D.E.C.
� V Trustees
V D C.O.Application
Flood Permit
Examined 20 Single&Separate
APR 2 9 2mStorm-Water Assessment Form
Contact: �Q1Y1Q
ApprovedOUTHOLD
20 BUILDING D �:
�!
Disapproved a/c
-Phone: 21
Expiration ,20�
Building Inspector
APPLICATION FOR BUILDING PE
Date o15' zdf� ,20-149L
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.
X
(Signa applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
` it-D&L�V 42--
Name of owner of premises dhielcilizzweS
(As on ttSAax roll or latest deed)
If apblicant is a coxporation, sign re�ofdul�y�� orized officer
��l
(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 whi h proposed work will do e:
01J AIV
House Number Street Hamlet
County Tax Map No. 1000 Section � Block Lot 3
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and cup®ancy of proposed construction:
d.�
a. Existing use and occupancy `n- I Mt `/6
b. Intended use and occupancy !9",e'
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Wor
(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
Dimensions of same structure with alterations 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 `-767� J6 Rear A i 091" 449
�� •44 9
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated 0149-1 -
12.Does proposed construction violate any zoning law, ordinance or regulation?YES NOX-
13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO.Ix—
14.Names of Owner of premise 0& K V
Address IVI k Phone No. g'17-gqd
Name of Architect W16 6-I12,&14D I Address one Not�1_ q2N
Name of Contractor.fi�Z��v�c � ,w S Address Phone No. i
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO e
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYBPREQUIRED.
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_X_
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
COUNTY OF
---% 0*0%r\ 4"WIZ being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above{ naTtol
(S)He is the
(Contractdr AFe t ippiat�0f ,et 1
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.
Swo to before me this
day of C 20
///JJ.r
Notary u is MELISSA VASSEL ig ature of Applicant
Notary Public S!
State of New Yoe
No 01VA6300849
Qualified in Suffolk County
My Comm.Expires Apr.7,2018
Scott A. Russell
SUPERVISOR � U:) f �� IM ANA(GIEIM IE1�`�F
SOUTHOLDTOWN HALL-P.O.Box 1179 p�"U�
53095 Main Road-SOUTHOLD,NEW YORK 11971 �rif ��,�� Town of Southold
CH"TER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes N (CHECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
❑U� than 5,000 square feet of ground surface.
B. Excavation or filling involving more than 200 cubic yards of material
❑[1Iwithin any parcel or any contiguous area.
C. Site preparation on slopes which exceed 10 feet vertical rise to
❑[j/ 100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year floodplain as depicted
❑' F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
S
APPLICANT Property O ner,D ign Professional,Agent.Contractor,Other) .C.T.M. 1000 Date
#:
Distnu 3.
NAME. 141Vt 3
Section Block Lot
Y 1'v4 WALDI`G DEPAR 1 MEN f l;SL Ci.`L 1
Contact Information �!/�� � � �✓
"rdcNhon=4�,nR,{
Reviewed By
Date
Property Address / LocatioA of Construction Work: — — — — — — — — — — — — — — — — —
Approved for processing Building Permit
Stormwater Management Control Plan Not Required
— — — — — — — — — — — — — — — — —
Stormwater Management Control Plan is Required
I
ET (Forward to Engineering Department for Review)
FORM " SMCP -TOS MAY 2014
SUFFOLK COUNTY DEPT OF LABOR,
LICENSING&CONSUMER AFFAIRS
HOME IMPROVEMENT
3 :`r CONTRACTOR
L CENSENAME
i :r
JASON C MERZ
EUSNESS NAME
This certlfies that the METAMORPHOSIS LANDSCAPE DESIGN
bearer is duty LTD
licensed by the U�,n$e m,K oats Issued
rCCounty of/Suffolk 37655-H 06/13/2005 1-
¢n.��.msde ExPRAnoN DATE 06/01/2017
C-1sabner I
r
47
STJRVEYO TED ROPERTY
SITA� AT
LAUGHING WATER
OF SO
SUFFO KNCOUNTY U NEW DYORK
S.C. TAX No.-1000-87-03-32
SCALE 1"=30'
FEBRUARY 27, 2001
asp MARCH 9, 2001 REVISED PROPOSED HOUSE LOCATION
•?, MARCH 29, 2002 FINAL SURVEY
AREA = 15,624.16 sq. ft.
F 0.359 ac.
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BO i ! CERTIFIED TO:
COMMONWEALTH LAND TITLE INSURANCE COMPANY
TITLE No. RH 80014898
�;,:• o\ t� MICHAEL A. COJOHN
,'�'w .•- Y ARLENE M. COJOHN
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LAY Joseph A.-- Ingegn®
xa Elm=nasi wo°i SEk sysd�' AE. LandSurveyor
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My TO OWNf LrsNm swi R'R,
a¢r ro THE PE1saLL FVR TAWY THE xarE1'
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TO THE ASS�LF9OlC FaTTmeuR EaTEn•aEEaxUDEM.Axo '
TTV=L.ca IOM�NOT TRYGFERABLE. PHONE(631)727-2090 Faz(831)727-1727
AhY,!HIE 5110WN ARE NOT CLIARANIEEd 1380 HOM1ROkE AVEIAIE P.O.6a.1931 -
MVER iEA9.Nbc Ymk 11901 K,,l=d.N:s Yak 11901-0405
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NG,. DATE REVISION
GENERAL NOTE!
` °..: ' �' ''•�" "�"' I. CONTRAGTOR 5HALL VERIFY ALL CONDITIONS COVERING OR
E``++I
DECORATIVE P05T GAP --- AFFECTING THE STRUCTURAL WORK,OBTAIN ALL DIMENSIONS TO ENSURE
-
NEW 2x18 LEDGER ANCHORED TO EXIST. b c THE PROPER STRENGTH,FIT,AND LOCATION OF THE STRUCTURAL WORK;
RIM JOIST WITH I/2" DIAM. X 5" LONG LAC D ATE �IL 'F 2X4 WOOD HORIZONTAL ----- ! REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS
BOLT @ cl" O.G. MAX. STAGGERED OR I " �G _ ���_ RAIL TOP AND BOTTOM -- WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE
EXISTING FIRST EXISTING 7 1/ 2-7 7 / FE ._...,_ _ PROPER EXECUTION AND COMPLETION OF THE NEW WORK. NOTIFY
FLOOR RESIDENCE FOUNDATION 6 SIMPSON STRONG-TIE STRONG DRIVE 3 I/2 - � '
Al LONG SDS STAINLE55 STEEL SGREW 5" NOTIFY E 1:'...i:il;: i '� NOTE: � ARCHITECT UC ALL CHANGES.
7 l/ WALL �_� r ,�,I f STRUCTURAL 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE
O.G. 5TAGGERED - SEE DETAIL 76.5 c: 7 r / Tt- I ;' TIM IY2" X IY2" WOOD 5PINDAL5 PERFORMANCE OF PROVISIONS OF OSHA AND THE NY5 BUILDING GODE'5 LATEST EDITION.
FOLLC,Jil.'C iI\; '==� I = SPACED AT 3 7/e" MAX. j CUARDR.AIL SHALL MEET ALL REQUIREMENTS OF THE CODE SHALL BE ADHERED TO A5 IF THEY
1. FGI;i![.�rrii! N T+J� F .:� {_Ili, ? OR EXCEED THE WERE GALLED FOR,OR SHOW ON THE DRAWINGS. THIS SHALL NOT BE
CONSTRUCTED TO MEAN THAT ANY REG2UIREMENT5 SET FORTH ON THE
i REQUIREMENTS OF THEDRAWINGS MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT
-, 4X4 POST ANCHORED TO
4x4 WOOD h'6ST-' � � �', `:�`, 'I= RESIDENTIAL
2g'-O" I� r=A ..r,t; ^ 5PANREL BEAM W/ (2) 1/2" -- ---- N.Y".5. R�_�ID�NTIAL THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT
Tl'P. 2, ROL�II - . r1 c:. F:.U:.' :.;�'�
O - t DIAM. THRU BOLTS
BUILDING CODE�) m SPECIFICALLY REQUIRED BY THE GODS
3. h 1` 1JLA t!lJ
X I 0 - 3. THIS SET OF CONSTRUCTION DRAWINGS WITH ITS ACCOMPANYING
N I I 4 I (r1° rTR ;C,I 11'11 f UST SPECIFICATIONS TOGETHER Wll"H AIA DOCUMENTATION AIOI,OWNER-
O I I TYPICAL 1405&0, GZ?�1�_
N �' 6r .�1, CONTRACTOR AGREEMENT,AND AIA DOCUMENT A201,GENERAL
X PIER- BOTT.�6f44i''fEp,-3=0
N l4"� I BELOW Gf AID �t�1`�l: E ':Iv +�.I L MEET THE
5/4 X 6 WDOD DECKING ( CONDITIONS,SHALL .ONSTITUTE THE CONTRACT DOCUMENTS FOR CONSTRUCTION
- P- r r n rI 4. THE CONTRACTOR 5HALL PROVIDE ALL MATERIALS AND PERFORM ALL
PLAN FOIA?F2r ��",",1aT� OF THE COLE• OF C'J�_•. WORK DESCRIBED IN THE ACCOMPANYING SECTION OF THESE SPECIFICATIONS,
`9 1L - YORK STATE. NOT RE.�rO^Ii SIELE FOR 51MP5ON- DTT2Z DECK A5 HEREIN ENUMERATED AND SHOWN ON THE ACCOMPANYING DRAWINGS.
m w N DESIGiNi OR CONS"i RUCTION E 11 OPS, TENSION TIE - X --JOIST HANGER 5. CONTRACTOR TO COMPLETELY INSPECT SITE CONDITIONS PRIOR TO
t-Q SUBMITTING A BID PRICE. ANY OMISSION OR OVERSIGHT ON THE PART OF
N WOOD TRIM BOARD AS m THE CONTRACTOR KILL NOT BE CONSIDERED SUFFICIENT GROUNDS TO
F- m MANUFACT. BY DEGK lx" JUSTIFY ADDITIONAL COMPENSATION.
N 14"� - _ MANUFACTURER � 0 6. CONTRACTOR TO VERIFY ALL CONDITIONS IN THE FIELD BRINGING ANY 0I5GREPANGIE5 BETWEEN DRAWN INTENT AND EXISTING CONDITIONS TO
�� DEGK JOIST- SEE FRAMING
O O _, _...� •�.` 1/2" DIAM. GA.LV. THRU THE ATTENTION OF THE ARCHITECT, PRIOR TO START OF CONSTRUCTION.
=C"1 "�! (-1, ES PLAN- PROVIDE 501-ID
/ i`S; ' ' „°, i, . �•J+ :9 a 01D ES BOLTS- RECESSED -1. THE CONTRACTOR SHALL VERIFY DIMEN51ONAL ACCURACY OF ALL
4' -BLOCKING BETWEEN JOIST
�,1=��^iii{ 1 ✓� DRAWING5 IN FIELD:
O ��`Jf� 2X12 STAIR 5'-10 I/2" N O SPANDRAL BEAM-TYP. WHEN JOIST Rl1N PARALLEL 8. ALL MATERIALS ARI= TO BE INSTALLED AS PER MANUFACTURER'S
TO CAUR-,RAIL
STRINGER @ 16" N RECOMMENDATIONS AND SPECIFICATIONS.
J` O.G.- TYP. v . LINE OF NEN-DECD"- BEAM- SEE FRAMING PLAN g. THE CONTRACTOR 5HALL PROTECT THE WORK AND ALL ADJACENT
• l _ _ 14 _ _ _ 14 14 _ I _ OJ' `' 'IF F�N�`� PROPERTY FROM L.DSS OR DAMAGE RESULTING FROM ITS OPERATIONS,AND IN
14"� ABOVE- SEE PLAN
(2) 2X10 (2) 2X10 (2) 2X10 „�� THE EVENT OF SUCH L055 OR DAMAGE,SHALL MAKE SUCH REPLACEMENTS OR
(2) 2X10 _. _
REPAIRS AS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER.
�. O - - � 10. ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY
I F _l 1 ��J _ +\ N �. 7 1/21 4x4 W00D STACKED. MATERIAL SHALL NOT BE STORED OUTSIDE THE BUILDING. DO
f" trmrA -_ 1 / - - - - �' '' - P05T-TYP. NOT STORE COMBUSTIBLE MATERIAL ON THE PREMISES FOR A PERIOD
+� jh `� /
LONGER THAN NECESSARY FOR THE EXECUTION OF THE WORK.
M ml=
014 (2) 2X10114' // m II. THE CONTRACTOR 5-IALL KEEP ON THE PREMISES, A COMPLETE
7 I/ " 4'-8 1/2" 7'-3" 7'-3" \ 2 - ^' �1 T UP-TO-DATE_ SET OF DRAWINGS.
� � 5 DECK RAIL SECTION D �••y T A I�1 12. ALL MATERIALS USED IN THE PERMANENT D,UNLESS
ON UNDER
LINE OF NEW STEPS 5 OAK`
�i{�' � O� �1 � �./ ��J�-`- THIS CONTRACT SHALL BE NEW AND UNUSED,UNLESS OTHERI^115E NOTED.
ABOVE- SEE PLAN 2X10 DEGK .� J /"19�eu , 13. ALL WORK TO BE PERFORMED BY LICENSED TRADESMEN POSSESSING
Al JOISTS ® 16 O.G. 7., I 1}�t At SCALE: 1 = 1-0 VALID INSURANCE.
I'-O"xl'-O" PRE-GA5T GONG. BLOCK STRINGER USE IS U�uL�,a��'�-UL
SUPPORT- TYP.- CONTRACTOR MAY ALSO USE 5" ri WITH�U C�DT�rlCA�� EXISTINO
V.I F1.INC FELT 14 REQUIRED PERMITHE ITTSH CE OBTAIN AND BEAR THE GOAT OF ALL
3-6'
4'-10 I/? 3'-� 7 I/ rlJ 1 1 1 V LICENSES, INSURANCES,APPROVALS AND
THICK X I'-0" WIDE CONTINUOUS REINFORGED (6X6 NEW ALUM. COUNTER INSPECTIONS INGLUDING,BUT NOT LIMITED TO A BUILDING PERMIT,ELECTRICAL
WWIM) SLAB IN LIEU OF BLOCKSFL.A5HING- INSERT INTO PERMIT, AND IF REZIRED A CERTIFICATE OF OCCUPANCY.
Or OCCUPANU Y SLIT IN EXISTING BUILDING I II __EXISTING EXTERIOR WALL 15. PATCH AS REQUIRED ALL AREAS WHERE EXISTING CONSTRUCTION HAS 1 4-13-16 ISSUED FOR OWNER'S REPRESENTATIVE REVIEW
2 DECK F 0 U N D AT I 0 N /FRAMING PLAN PAPER = �- CONSTRUCTION- V.I.F. BEEN REMOVED AND NEW WORK ABUTS THE EXISTING.
NEW ALUM. Z-FLASHING _7 { EXISTIN RIM JOIST- V.I.F. 16. DIMENSIONS ON THE: DRAWINGS SHALL TAKE PRECEDENT OVER SCALE. r777, DATE ISSUED
I DO NOT SCALE DRAWIN05.
AlSCALE: 1/4' = 1'-0' NEW 5/4" X WOOD DEGK- 1+ i --EXISTING FIN. FL2. I7. THE CONTRACTOR 5HALL BE RESPONSIBLE FOR REMOVAL AND
r DISPOSAL OF ALL CONSTRUCTION DEBRIS FROM THE PREMISES(IN A OWNERSHIP OF DOCUMENTS
-- LEGAL MANNER) AND SHALL PERFORM A FINAL GLEAN-UP AT THE
DEGK JOISTS- SEE j -- COMPLETION OF THE WORK LEAVING THE PREMISES BROOM GLEAN. THESE DOCUMENTS, SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN
GFI DUPLEX PLAN i TRASH DISPOSAL,IF NOT BY CONTAINER,SHALL BE PERFORMED ON PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF PROFESSIONAL SERVICES AND ARE THE
EXISTING, FIRST EXISTING OLA55 RECEPTACLE- A REGULAR BASIS AND THE CONATION FOR TRASH PLACEMENT ON SOLE PROPERTY OF LUIGI GILENO ARCHITECT PC AND ARE NOT TO BE USED, IN WHOLE OR
FLOOR RESIDENCE 6 DOORS LEDGER BOARD- _ - CAP FOR DRAINAGE SITE SHALL BE A5 INSTRUCTED BY THE OWNER. IN PART, FOR ANY OTHER PROJECT OR PURPOSES, OR FOR THE COMPLETION OF THIS
PROVIDE NEW IF PROJECT BY OTHERS, WITHOUT THE WRITTEN AUTHORIZATION OF LUIGI GILENO ARCHITECT PC
EXISTING WINDOW- Al NONE EX15TS SEE PLAN ` �, IB. ANY PORTION OF THE STRUCTURE OPENED TO RECEIVE NEW CONSTRUCTION
TYP. 211-O NEW LEDGER ANCHOR
SHALL BE GOMPLFTELY PROTECTED FROM THE ELEMENTS TO PREVENT
�� THE PENETRATION OF ANY MOISTURE.
�
DN +2" BOLT- SEE FRAMING PLAN f,`--- --"EXI5TINC FLOOR JOIST/ KEY PLAN
la. ALL THE WORK OF THIS CONTRACT SHALL BE GUARANTEED FOR A
NEW J015T HANGER CONSTRUCTION- V.I,F. PERIOD OF ONE YEAR FROM THE DATE THE CONSTRUCTION WORK IS MINNEHAHA BLVD.
\ _ EXISTING, SILL PLATE- COMPLETED OR A5 PROVIDED BY LAW,WHIGHEVER 15 LONGER.
GFI NEW ALUM. COUNTER V.I.F. 20. NO WORK TO BE STARTED UNTIL COMPENSATION INSURANCE IS FILED.
FLASHING 21. A FINAL SURVEY MUST BE SUBMITTED AT COMPLETION OF PROJECT.
(4) FOUR STAINLE55 STEEL 22• NO FOOTINGS PLACED COVERED UNTIL APPROVED BY INSPECTOR.
FOP, ALL
SPACERS- TYP. ! /� z
EXIST. LIGHT NEW ALUM. FLASHING - SPECIFICATIONS
FIXTURE-TYP. 1
--- EXI5TINC FOUNDATION A. SITE WORK j
dJ WALL.- V.I.F. I. REMOVE ALL VEOTATION, REFUSE OR EXISTING STRUCTURES IN
NEW 5/4"X6" WOOD DEGK CONFINES OF BUILDING CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK <
PLANKS- - SELECTED , 6 LEDGER C 0 N N E C T e DETAIL 2. EXCAVATE AS REQUIRED TO PROVIDE SUFFICIENT WORKING ROOM FOR
BY OWNER- TYP. THE LAYING OF FOUNDSTION WALLS. EXCAVATE FOR ALL FOOTINGS TO
BE ON UNDISTURBED EARTH WITH A MINIMUM DEPTH A5 5HOWN ON O
m Al SCALE: V = T-0' DRAWING5 UN1LE55 OTHERWISE GOVERNED BY LOCAL CODES OR
`s /-KT/DEGK @ ±2'-O" / _ EXISTING 501L CONDITIONS.
ABV. GRADE- V.I.F. 3. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY 5UPPPORT,
BRACING,5HORIN0, ETC. (TEMPORARY AND/OR PERMENANT) A5 REQUIRED
r Al FOR THE SAFE IM TALL ATION OF ALL NEW GCN�TT'UCTION.
DN NEW WOOD, DEGK (V I I DECORATIVE WOOD 4. BACKFILLING OF HALLS IN INTERIOR AREAS WHERE CONCRETE 5LAB5
3R ±g" _� - WILL BEAR ON GRADE SHALL BE BAGKRUN GRAVEL,WELL
2T @ ±11" VARIES-6'-0" MAX._ �--POST GAP COMPACTED,BROJGHT TO A 5UBGRADE OF 15" BELOW FINISHED FLOOR AI
i LINE OR AS GALLED FOR IN DRA4-4ING5. 'V
/3$ DN ,O In 3 7/8 G E R MAX. -V X IY2° WOOD 5. REMAINDER OF 51 E SHALL BE GRADED TO ASSURE DRAINAGE OF
�'/7
+ 5PINDAL 5 SURFACE WATER!:ROM BUILDING.
2T +l8' m� 6. BRING GRADE TO WITHIN FOUR INCHES OF THE REQUIRED FINISHED
GRADE. SPREAD TOPSOIL TO PROVIDE FINISH GRADE AS REQUIRED
� � • • DISPOSE OF ALL SURPLUS EXCAVATED MATERIALS;PROVIDE ALL FILL CONSULTANT
5 AND TOP501L TO:'ROVIDE FINAL GRADING AS INDICATED IN THE DRAWINGS.
Al I I / B. CONCRETE
L ALL CONCRETE WORK FOR FOUNDATION AND FLOOR SLABS IS TO BE OF
NEW 3'-0" HIGH ; 2X4 WOOD RAIL 1:2: 4: (PORTLAND GEMENT,SAND, GRAVEL, OR STONE AGGREGATE) MIX
GUARDRAIL- SEE Q
2. CONTRACTOR MAY BACK-FILL AGAINST FOUNDATION WALLS ONLY
3 DECK PLAIN I DETAILS i AFTER SEVEN h) DAY CONCRETE CURE TIME USING PROPER GONRACE N
5'-4 1/211 � �� m I METHODS AND EQl'IPTMENT TO AVOID DAMAGING THE WALLS. BRAGS
J+�` -NEW 4X4 CAURDRAIL WALLS AS REQUIR_D.
A 1 SCALE: 1/4' = T-O' P05T - TYP. W/ PVG 3. FOOTINGS SHALL EEAR ON SOIL HAVING A MINIMUM ALLOWABLE BEARING
fh CAPACITY OF 2 TONS PER SQUARE FOOT,UNDISTURBED VIRGIN SOIL.
P05T 5LEEVE 4. ALL EXTERIOR GOPCRETE SHALL BE AIR ENTRAINED STONE CONCRETE
Q ® 4X4 POST ANCHORED TO AND SHALL DEVEuOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT
® o SPANDRAL BEAM WIT+I (2) I/2" 25 DAYS OF 3000 1`51. SLAB ON GRADE SHALL BE STONE CONCRETE
N DIAM THRU BOLTS - SEE WITH A MINIMUM ULTIMATE GOMPRE551VE STRENGTH OF 3500 P51 AT ARCHITECT
N FRAMING PLANS 28 DAYS AND REIP.FORGED WITH W.W.M. #6 X 6 - IO X 10
LLI 5. ROD REINFORGEME'4T SHALL BE INTERMEDIATE GRADE DEFORMED
MINNEHAHA BLVD. 5.
Q - WOOD DEGKINC BAR5 GONFORMINC- TO ASTM A615-60. REINFORCEMENT SHALL CONFORM LUIGG
I ILENO
-----------SPANDRAL BEAM-TYP. TO ASTM Abs ANC AB2. ARCHITECT PC
NOTE' 5 26008'00"E 52.05 070 > 6. DETAILS AND GENERAL PROVf5ION5 FOR CONCRETE CONSTRUCTION
ALL STRAPPING AND SHALL CONFORM 10 REQUIREMENTS C= THE LATEST AGI BUILDING CODE, ARCHITECTURE PLANNING INTERIORS
CONNECTORS IN CONTACT W/ J015T90o��V AGI 318,AND MANUAL AGI 315. URBAN 3 REGIONAL DESIGN
AGO LUMBER TO BE Z-MAX (HOT -GRADE �. ALL CONCRETE SH,.LL BE IN ACCORDANCE WITH AGI BUILDING GODS 7. PROJECT MANAGEMENT
DIPPED GALVANIZED 6-1,55 FOUNDATIONS TO FEAR A MINIMUM OF P-O" ON TO UNDISTURBED SOIL 485 UNDERHILL BLVD. • SUITE 304 SYOSSET, NY 11791
GUARDRAIL ELEVATION D E TAIL WITH A MINIMUM ALLOWABLE BEARING CAPACITY OF 4000 PSF IN
RATING) WITH GRACE VYGOR / �J' P: 516 921 4447 • F: 516 921 5557
(T) ACCORDANCE WITfi THE NY STATE BUILDING CODE. EXTERIOR FOOTING
DEGK PROTECTOR SELF *j �I -' SHALL BE 3'-0" MNIMUM BELOW GRADE. EMAIL: LGARCH®OPTONLINE.NET
ADHERED FLASHING INSTALLED SIMPSON H2.5N Al SCALE: 1/2' = 1'-O' 8. SLAB5 ON GRADE SHALL BE 5" GONG.,EXCEPT WHERE NOTED OTHERWISE.
AS PER MANUFAGTURER'S HURRICANE TIE r _
9. REMOVE TOPSOIL RND OTHER MATERIALS BEFORE POURING SLAB.
WRITTEN INSTRUCTIONS OR o t- 5LAB5 ON GRADE SHALL BE POURED ON 4" OF BAGKRUN GRAVEL PROJECT
STAINLESS STEEL (A5 PER 9- 1 fn _ _ _ PLACED OVER UNDISTURBED SOIL
SIMPSON STRONG-TIE WRITTEN = I ' r 10. CONCRETE FINISHES SHALL BE AS FOLLOWS: FLOORS - SMOOTH STEEL PROPOSED DECK
RECOMMENDATIONS FOR 0 BEAM W SITE PLAN INFORMATION HAS BEAN TROWEL FINISH,WOOD FLOAT FIN51H AT GRAWL SPACES,WALLS OF
ENVIRONMENT)- STANDARD 00 Z OBTAINED U5INO THE OWNER SUI=FLIED EXP05ED GONCRE'E SHALL HAVE SNAP TIED HOLES FILLED.
GALVANIZED STRAPPING AND o o W SURVEY DATED 02/27/2001 WHICH WAS p A p;�! +� 2885 MINNEHAHA BLVD
CONNECTORS WILL NOT BE �
22.11' EXISTING PREPARED BY: FRAMING NOTES'
Q - JOSEPH A. INGESNO
PERMITTED JOIST GOVERED PORCH LAND SURVEYOR I. ALL DEGK FRAMING d PECKING TO BE TREATED LUMBER.
I I - 240 5Q.FT, 2. NO GALV. NAILS OP CONNECTORS IN TREATED LUMBER ARE PERMITTED. ALL 2885 MINNEHAHA BLVD
to 21• 1380 ROANOKE AVENUE CONNECTORS AND ASTENER5 FOR TREATED LUMBER MUST BE Z-MAX (6-155
RIVERHEAD, NY IIg01 RATED) OR STAINLE=SS STEEL. SOUTHOLD, NY 11971
P: 631-72-1-2080 3. GONTRANTOR 5HALL VERIFY ALL DIMEN51ON5 AND CONDITIONS IN FIELD
EXISTING 2 = F: 631-727-1727 PRIOR TO FRAMING
i m STORY FRAME 4. ALL FRAMING SHALL COMPLY WITH THE 2001 WOOD FRAME CONSTRUCTION DRAWING TITLE
BEAM I ±1,3g3 SQ.FT, 17,q' 5. ALLHOODP05T5 5HALL BE SOLID BE 4X4
HURRICANE TIS @ DROPEED BEAM
LINE OF 41.7' PROPOSED ZONING ANALYSS SITE PLAN GENERAL
EXISTING DEGK i NEW WOOD SECTION # 87
TO BE REMOVED I I DEGK- 431 LOT # # 3 NOTES, DECK PLAN, FOUNDATION/
o JOIST SQ.FT. LOT # 32
35.6 1 ``, - 15 0, p ZONE - R 5 DENGE
0 8 0 LOT SIZE - 15,624..16 SQ.FT. FRAMING PLAN, SECTION & DETAILS
o p^ POST BEAM/LEDGER
2'MINIMUM nI �l' SETBACKS AND RESTRICTIONS:
�
51DEGOVER
PERMITTED: PROPOSED: LG
DATE: APRIL 13, 2016 DWN. BY:
SIMP50N STRONG TIE 51MP50N 5TRON6-TIE lz �', FRONT YARD 50'-0" 67.1' (NO GHANGE)
BG COLUMN GAP O J015T HANCGER-
51ZE AS REG O :' ®� `• 9 I LU528-FOR 51N6LE 2x10 z
`9
4X4 POST :$.p� 4 L1,6210-2 FOR SIDE YARD 15'-O" 15.0' JOB NO.: 1 626 SCALE: AS SHOWN
GONG.FPIER 51MP50N STRONG TIE I DOUBLE 2x8
PB5 COLUMN BA5E 4 LU5210-3 FOR SIDE YARD 35'-0" 37 g'
51ZE.A5 REOV TRIPLE 2x8 AGGREGATE: SEAL DWG. No,
4X4 P05T AND BEAM GONNEGTION POST BASS GOND GTION J01511- I-fANOS GONNGTION ,� p REAR YARD 50'-0" 66.4' , �g(EREpgRC/Y
O� N °3``` I TOTAL LOT 2096 MAX. 13.2130 /T O
506 J COVERAGE: /
NOTE: O
PROVIDE SUR/L210 J c
4 AN C H 0 R I N G D E TAILS SKEWED 450 HANGERS 1 SITE PLAN
WHERE REQUIRED
• �'T' , 015 `,�.
A 1 SCALE: N.T.S. A ' _ ,� �.,.....`
SCALE: 1 30-0 '