HomeMy WebLinkAbout41617-Z �o�SUFFat/( Town of Southold 7/17/2017
P.O.Box 1179
0
C* 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39054 Date: 7/17/2017
THIS CERTIFIES that the building DECK
Location of Property: 495 Cases Ln, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 109.-6-9.6
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/14/2017 pursuant to which Building Permit No. 41617 dated 5/10/2017
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:
DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Zablocky,Kim
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
th e Signature
s�BI/ TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
Cpl,� ya
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#: 41617 Date: 5/10/2017
Permission is hereby granted to:
Zablocky, Kim
495 Cases Ln
Cutchogue, NY 11935
To: construct a deck addition to an existing single family dwelling as applied for.
At premises located at:
495 Cases Ln, Cutchogue
SCTM # 473889
Sec/Block/Lot# 109.-6-9.6
Pursuant to application dated 4/14/2017 and approved by the Building Inspector.
To expire on 11/9/2018.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTE ION $485.20
CO -ADDITIO O DWELL G $50.00
tal: $535.20
Building Inspector
Form No.6
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.
S. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. 3 1 A 1-7
New Construction: Old or Pre-existing Building: ✓ (check one)
Location of Property: C C1, 'tea ac J—e_
House No. Street Hamlet
Owner or Owners of Prope' 1 f►1 t 94TH ,G 1 Pr l
rty: �yC
�LSuffolk County Tax Map No 1000, Section 4� -3�a 1 Block Cj '7 Lot
Subdivision Filed Map. Lot:
Permit No. �1(o 1 Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
lanning Board Approval: !�
\uest for: Temporary Certificate Final Certificate: check one
P ( )
ubmitted:$ SO
5C,
Applican ignat e
SOU
y O
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL)
REMARKS:
awyh
DATE I q INSPECTOR
N In I
l I Y( l SOF S0U19
�o� olo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ lyxSULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
Up� -41/ 0
i
DATE lel INSPECTOR
FIELD ISYS ' CT Q17Im ORT ff CQ�v�I►�E. S
Fomm4tw(1ST)
.............. .... • .............
FOUNDA'I`XQN'(2N15) �
CA
y
ROUGH FR4N2N
PLUMBING �- •---,-- -�
INSULATION PEA N.Y.
STATE ENERGY CQDE
F]NAL
PLC
l�
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT, Do you have or need the following,before applying?
TOWN HALLoard of Health
SOUTHOLD, NY 119714 s is of Building Plans
TEL: (631) 765-1802 lanning Board approval
FAX: (631) 765-9502 Su ey
SoutholdTown.NorthFork.net PERMIT NO. b Check
Septic Form
N.Y.S.D.E.C.
TTr�ru,s��tees
(�'.
Flood APPlication
Permit.
Examined ,20 Single&Separate
Sto •-Water Assessment Form
Contact:
Approved ,20 f q Mail to:
Disapproved a/c / /�
Phone: T10�0-0�D(Q
�
Expiration ,20
D SCENE Building Inspe o
APDATION FOR BUILDING PERMIT
APR 1 4 2017
Date , 20
BUMDING DEM INSTRUCTIONS
a. This ap�Ra n M'�eHc®pDletely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,'the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole,or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk.County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions,or alterations or for`removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,'ordinances,building code,housing code, and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections:
(Signature of 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
Name of owner of premises GF—
(As on the tax roll-4 latest deed)
If applicant is a corporation, signature of duly authorized officer
(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 which proposed work will be done
-
L144--!s
��e Lz3
House Number Street Haam�let
County Tax Map No. 1000 Section ` /,;-: ,Block; ;f Cy Lot
Subdivision �T32D Filed Map No.
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and'occupancy
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 , DO0 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: Fronf, ; ; ( `, k;- _ Rear
Depth Height Numbbf of Stories -'
• Y, 1-.S i
8. Dimensions of entire new construction: Front,!'
ronv Rear ' 1'Dep'.th
Height Number of8tories
9. Size of lot: Front Rear '' Depth
1 . Date of Purchase Name of Former Owner'-,
1 . Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation?,YES NO
1' . Will lot be re-graded? YES , NO Will excess fill.be removed from premises?YES NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No,
Name of Contractor ' Address- Phone No.
i
If 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'3b0 feet of a tidal'wetlapd? *YE`SNO
IF YES, D.E.C. PERMITS MAY BE REQUIRED:•
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
Y 1. 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.
S ATE OF NEW YORK)
COUNTY OF"C)
(/I� OL►J` Being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contra )above named,
(S)He is the
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn lo,l Afore me this
�J-"- day of i 20 7
C
Notary Pu Vic TRACEY L. DWYER Signature of Applicant
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2_6_/9
�°sur-rQjr �T(O RMWA\T)EIR.
Scott A. Russell
SUPERVISOR �T ( !
M[A\N A\G JEMUENT
SOUTHOLD TOWN HALL-P.O.Box 1179 a
53095 Main Road-SOUTHOLD,NEW YORK 11971 �O Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
,
(TO BE COMPLETED BY THE APPLICANT)
'-- :-----__________—__.--1�®�---�'�3[I�-PIlB��IE��'—II�T��'�—ice'`®1f''ISI;Ii'®�®�1�Ca:—•----•-•-- =--•--------
Yes No (CHECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
': ❑Ef B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑U C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance. :
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area. t
❑[D E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑[O 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 yo ere S to on ore of the above, please submit Two copies of a Stormwater Management Control Plan
a completed Check List Form to-1he4ullding DepartmenLwiili-your Building Permit Application.
APPLICANT: ( roperty Owner,Design Professional,Agent,Contractor, her) S.C.T.M. #: 100 Date
w+M _( V_K
�//
p ( r.� ^ Section Block Lot
Aj
2:...... ""'FOR.BUILDING DEPAI{" NIENT USE ONLY '
Contact)nfor n "on.
r.icd..K%m N, 1
Reviewed By:
Date:
o ert Address / Location of Construction WO — — — — — — — — — — — — — — — —
e°„� Approved for processing Building Permit.
3� Stormwater Management Control Plan Not Required.
— — — — — — — — — — — — — — —
j-j St or n]water Managennnen( Control Piaui ��Required.
Li (Forward to Engineering Department for Review.)
FORM SMCP - TOS MAY 2014
l
Kiy 8 Proposed
{ I �^ 1
FIia:0e"1 + 1P.i' haw';
T e
J-jWood Frame
DFTE: J P.F. ; JJ
REQLJ LID
FEE1
NOTIFY
"� Deck
T5-1 one F ANI, I 1 i :vi \ll� 1i1 C, r.• tl gw.. rP
FG'_!C''a'rit',{.; ;^i`ro-'�.CT,J� �,: ��.>f.,..— . . . , . . . .. � �, " dd " .. •
1. FGUt';Q11 i i civ - REQl! nY u ._ ,,. �- _� ,, ..
FOR i V�.1[.C� A /,i— r i µ K _ +• AT i
2.
POU
, `I,� (,,.••��` �}-_• „„ �Y .� .' HOOD PRAM DEL Q .
_ 5 PROP05ED REAR
ROIJG-I
3. IN`?Ul-ATIGtJ wf ,.•
! C
4. FINAL - CG'; I RUC T I..)N' 1;4lJ` �' U s. A a-s OR
-07
J.V. a f��',lJ V !
DE CC IRLC3 U 35'}� F 495 Cases Lane
ALL CCNSTitUCTiGN S�?Fl-L t,•SEET TV' w ' _.,; "'
e 'N"LW ISE IS UNLAWFUL 5. w-
REC)U1REME�JTS CFTi{ECODE Oi-)a� w Cutch NY
YORK °T ATE. ^iCT RES�ONSf^LE FOR THUVT CERT C Al E � t g ,
DESIGN 013 CC ^
hJSTR JCTICtJ ERRORS.
'JAJ� � x ' o u e
OF OCCUPANCY m
P.ETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE. 5s ,a —109—
SCTM# 1000
06-9.6
REVISIONS DATE
_
1
x.
5 1 • F. P L
h
N F- W E G K G C) N S T R U G T 1 0 N 28_6
N E W ID E G fG G O N S T R U G T I O N ,
2„ 2.
4"X4" TREATED
WOOD POST (TYP) ,4 �►c
ON 8" DIA. x 36"
DP GONG PIER
-� -
RIM - LINE OF DECK ABOY� RIM J015T--,
(2) 2"X10" A.G.O TREATED_- , (2) 2"XIO"-A.G.O TREATED - "; �)- (2) 2"X10" A.G.O TREATED
s d
II I
Q
Q
4"X4" TREATED 4"X4" TREATED _
Q WOOD, OR 50LID BRI6DIN6 AT MID SPAN — — — I WOOD, OR O
COMPOSITE p g_ COMPOSITE (V
N NEWEL P05T ON Q I NEWEL P05T ON -
8" DIA. x 36" DP 8" DIA, x 36" DP
GONG PIER I� X U~ll GONG PIER
cv
John E. Stumpf. R.A.P.0
o ------ -- -- - ----- ---- - -- -- -------- -------- -- - ----- ----------------- 2
(2) 2"XIO" A.G.O TREATED (2) 2"X10" A.G.O TREATED (2) 2"XIO" A.G.O TREATED - ;T 7 5 Franklin Ave n u e
- - - - - t-B-L- Ul
IL
-' ! . ) �,�, Garden ity, NY. 11530
--- -- ----------------- -- - -----
1: T - W----------- -------- ------- -- - ---- ---- } -\Z -J DN.i DNa
IC
LL
a Q z
O I I r , , , , {j► Telephone Fax
1 4 ; 516-877-0400 516-746-8622
50LID BRIGDIN6 AT MID 5PAN
N ° I THESE PLANS AND 5PEGIFGATIONS ARE INSTRUMENT5 OF 5ERVIGE
-' LL
2"X12" A.G.O IN O v � "X12" A.G.O
z STRINGERS O X STRINGERS AND ARE THE PROPERTY OF JOHN E° 5TUIIPF R.A. P.G.
16° 0.G I -, ° 16" O.G NFRINSEi 1ENT5 WILL BE PR05EGUTED.
" EX5T'6 DOOR EX5T'6 WINDOW EX57'6 DOOR -0-411 � E.D A/�
- - - - - - �5 E.st C,Si DATE: 04-1-2017
2 XIO A.G.O TREATED NAILER 2 XIO A.G.O TREATED NAILER TM
0-0111
-0 ��� ,/"" �,���
1 DR: FMZ
E=X 15 7 I N� GJ=LLAT
cij, �� � SCALE: NOTED
-� a2 -4 :
' F
CHKD: J.S.
EXI5TING
UN-EXGAI�ATED EX 1571 N� E:X 1571 N�
�Af;,'AC7E: DWE:L I NG
PROJECT NUMBER SHEET NUMBER
SGr4L3= 1 / •411 = 1 — O BC, ALr I / 4 = 1 — O "
Proposed
Wood Frame
Deck
AT
495 Case's Lane
Cutchogue, NY
EXISTING WALL
CONSTRUCTION
TO REMAIN
SCTM# 1000-109-06-9.6
EXI5TING WALL 500NOE
TO REMAIN
EW 5/4"x6" 'TREX' DECKIING, COLOR REVISIONS DATE;
A5 PER OWNER, ON 2"x10" A.0.0
TREATED DECK JOISTS ® 16" O.0
NEW RAILING TO W/ STAND
50 # HORIZONTAL LOAD
z
_EXST'G�1N�O.0R�
- - - -
.
2°xl0'JOIST TYP.
i2"x8" RIM JOIST TYP.
ciJ LATTICE SCREEN —1 i
4"X4" TREATED P05T,TYP.
- i DOWN TO 5"mx 56" DP. MIN
i CONCRETE PIER/W/6ALV. P05T KLEET
m � �
x �
(2) 2"x10" A.C.Q HEADER, STRAP TO
WOOD POST W/ BGS 2-24Z 12" x56"
GONG. FOOTING W/ CBA66
2"x10" TREATED LEDGER
W/ 5/5"m X 6" LAG 50REW5
24" OO. 5TA667ERED
SECTION A - A
SCALE : 114 " = 1 '-0 "
i
EXISTING ROOF BEYOND
John E. Stumpf. R.A.P.0
EXISTING DWELLING 725 Franklin Avenue
EXISTING WALL SCONCE Garden City, NY. 11530
TO REMAIN �y
U Telephone Fax
516-877-0400 516-746-8622
_XISTING DWELLING
441
THESE PLAN5 AND 5PE0FGATV 5 ARE I115TPUMENTS OF 5ERVIGE
i '
EX52'G FIN FLQ h AND APE THE PROPEPTY OF JOHN E. STUMPF P.A. P.G.
l 0'-0 .
INFRIN6c�i`fENTS WILL BE PPOSEGUTED.
FIN o'4K _
x x ,"
l v ED AkC,y DATE: 04-1-2017
N �e� STUA f�
- I `� - --- -- f. �� �'`� ��a DR: FMZ
SCALE: NOTED
tia o2
1 LJ LJ LJ LJ LJ LJ LJ LJ LJ F y CHKD: J.S.
FAST ELEVATION
S O U T H ELEVATION 5CALE : I /4 " = ► '-O '
5CALE : 1/4 " = 1 '-0 "
PROJECT NUMBER SHEET NUMBER
6INl.. NOTF. S -. �z - 4
NA�L�NG SGIEDU!E Wood Frame Construction Manual
rer,q v 2015 High Wind Edition TABLE 5.1T_ Proposed
ROOF FRAMING
I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE 51TE Joint Description Number of Nails Nail Spacing
PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF W 'ITH `
THE INTENT OF THESE PLANS AND MAKE WORK A6REE KITH SAME. Wood Frame
t ��f} Rafter to To Plate(Tae-Walled) 3-8D per rafter
lj Collin Joist to Top Plate(Toe-nailed) 3-8D per joist
2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE 4"g,��; +� -EiQY@11 1C�,r6 Ceilln Joist to Parrallel Rafter(Face-nailed) 4-I6D each lop
TOWN OR VILLAGE PRIOR TO STARTING WORK,(IF REQUIRED) { �+ ' fj1b�o Ceiling Joist Lops over Partitions(Face-nailed) 4-16D each la
3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 4' "! �`/� Collar Tie to Rafter(Face nailed) Deck
4-160 per tie
GERTIFIGATE5 OF OCCUPANGY, INSPECTION APPROVAL5, ETC.,FOR WORK 3 Wickham's Ftu{t Fsrm() 0, a�� Blocking to Rafter(Toe-Walled) 2-SD each end
PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. c3s. �� Rim Board to Rafter(End-nalled) 2-160 each end
4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE ,'jf r, t'�a WALL FRAMING At
PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE 25 �'�� aP- To Plate to To Plate(Face-nailed) 2-IGD per foot
TOWN OF HEMPSTEAD S� ,� � ,� To Plates at Intersections(Fore-nalled) 4- IGD Dints-each side
Country, m� p,N Stud to Stud(Face-nailed) 2-IGD 24"o.c.
5. IF IN THE COURSE OF GON5TRUGTION A CONDITION EXITS WHICH �j A• �Llicat£°SSen-Cutchb ue C`
,f (�1<� Header to Header(Face-nailed) IbD Ib"O.C.Olonq ed es
DISAGREES WITH THAT A5 INDICATED ON THESE PLANS,THE GONTRACTOR ' 0+ '� 495 Case's Lane
SHALL STOP WORK AND NOTIFY THE ARGHITEGT, SHOULD HE FAIL TO ,` �'T4n � To or Bottom Plate to Stud(End-nailed) 2-IbD per 2x4 stud
FOLLOW THI5 PROCEDURE, AND CONTINUE WITH THE WORK,HE SHALL �l� �� �r5'fa 3-IGD per 2x6 stud
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. t , 4-16D per 2x8 stud C u tc h o g u e, N Y
„.
6. DO NOT SCALE DRAWIN65. WRITTEN DIMENSIONS SUPERCEDE SCALED 0 *Qj/ Bottom Plate to Floor joist,Band olst,End'oist or Blockin (Face-nailed 2- 16D 1� per foot
DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE 'u')' k' CutCbg DinE "'"
INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. <0 �1(7i€7 :' 1% /��/�_ FLOOR FRAY NG
1. DRAWIN65 AND SPECIFICATIONS AS INSTRUMENTS OF 5ERVIGE ARE AND �D"�//`/ '��S+{� .hist to 5111,To Plate or Girder(Toe-nalled)
0 4-8D per Dist
e pew �� Brio In to Joist(Toe-nailed) 2-8D each end
SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT Cutchogu
Blocking to Joist(Toe-nailed)
FOR WHIGH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE Suffolk Free ibrar�l � �� Q, '� 2-8D each end
USED ON ANY OTHER PROJECTS OR EXTENSIONS TO TH15 PROJECT EXCEPT c,�. W Blockin to Sill or To Plate(Toe-nailed) 3-IGD each block
BY AGREEMENT IN WRITIN6 AND WITH APPROPRIATE COMPENSATION TO THE 0' Led er Strip to Beam(Face-nailed) 3-I6D each joist
v _ Jistn Leder to Bea (Toe-naild)ARGHITEGT. 3-SD perjoist SCTM# 1000-109-06-9.6
S. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS
T` a ! 4b Band Joist to Joist(End-nalled) 3-IGD per Dist
TAKEN ON 12-21-05. ALL DIMENSIONS ARE BASED UPON VISUAL p !"�
OBSERVATIONS. ARCHITECT MAKES NO REPRESENTATION A5 TO THE B �} �vyQ Band Joist to 5111 or Top Plate(Toe-nailed) 2-16D per foot
STRUCTURAL INTEGRITY OR CODE COMPLIANCE OF ROOF 5HEA7HIN6
CONSTRUCTION NOT VISIBLE ON ABOVE DATE. ., ages Lane Structural PanelsBD 6"ed e/b"Reld # REVISION DATE.
/f ps Dla onal Board SheathingHigh Wlnd Speed
tS Owe -
l4OOfl F AM I N C-7 NOTES pt � I"xb"arI"x8"
Z 8D ersu ort ZL A5 Per BuildingOfficial 4/2q/17
{ + a
[$1t'4� Y N Salt kir Farm 0 � � � I"x 10"or wider 3-8D per support
GEILIN6 514EA7HING
I. DE516N LOA05: FIRST FLOOR-40#/5F LIVE LOAD �`l- + LP m G sum Wallboard 51)coolers 7"edge/10"flAd
ROOF -45#/5F - LIVE LOAD ' F � bYy� WALL SHEATHING
SECOND FLOOR-30#/5F LIVE LOAD
CEILING -30#/5F - LIVE LOAD a C}
,{�• Structural Panels 8D b"ed e/6"fiel
Fiberboard Panels
2. DESIGN TIMBER 5TRE55 - DOUGLAS FIR SOUTH,NO. 2 GRADE FB = O � "�"`
T 1, 7/16° 6D 3"ed e/b"field
825 PSI,E = 1,200p00 P51. ` ,t'°, `� C11 25/32" 8D 3"ed e/b"field
'F' G sum Wallboard
3. ALL HEADERS SHALL BE(2) 2X6 2X4 WALLS (3) 2X6 WALLS �' ® �.ti ' D coolers T"edge/lo"field D
2"X6" WALLS UNLESS NOTED OTHERWISE. a. '�, 4,.:- Hardboard 8D 6"a el 6"field
�5 - Particleboard Panels
ld D
4.ALL HEADERS SHALL BEAR ON 4"X4" P05T ® 2"X4" WALL5 OR 4"X6"
tq mss'
P05T® 2"X6" WALL5 UNLESS NOTED OTHERWISE. - C66rs GDif Club} 0. s � Dia oval Board Sheathinge e ie
- I"x b"or I"x 8" 2-SD per support M AY - 8 2017
� O
6.FA5TENER5 AND CONNECTORS TO FLOOR BEAMS AND BRAGIN6 - �dY�. ; I"x Io"or wlder 3-SD per support
5.ALL COMPONENTS SHALL BE ANCHORED AND GONTINUOU5LY ��
u Club Dr "' 0o v FLOOR SHEATHING
GONNE(TED FROM THE FOUNDATION TO THE ROOF TO PREVENT CA 4. tj"- �- ° BI7II.I�Il'�G� PT
COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WWD FORGES. ,• �: - Structural Panels J
or less 8D b"edge/12"field TOWN OF S®UMOLD
SHOULD BE OF GORRO51ON RE515TANT MATERIALS AND 5HOW NO C6 r ;: _ * �' rooter than I" IOD b"ed e/6"field
EVIDENCE OF CORROSION OR DETERIOATION WHICH MIGHT REDUCE [7 I h I Dia onal Board 51heathin
THE ABILITY OF THE STRUCTURE TO RE5I5T WIND EFFECTS. � �1 I L `I �' k
I"x 6"or I"x 8" 2-80 er support
1.ALL FA5TENER5 AND CONNECTORS INCLUDING NAILS,BOLTS,STEEL I"x 10"or wider 3-8D per support
WIND ANCHORS,AND TRUSS PLATES ARE TO BE HOT DIPPED GALVANIZED. I.Nailing requirements are based on wall sheathing nailed Von-center at the panel edge. If wall sheathing Is nalled 3"on-center oth the panel edge to obtain
8.GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2x4 INCH higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain
��� �'® the load path.
BLOGKING ON 2-FOOT CENTERS BETWEEN THE RAFTERS AT EACH 2.When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I&P null per foot.
GABLE END FOR A DI5TAN6E OF 8 FEET TOWARD THE BUILDING
INTERIOR FROM EACH GABLE END.
g. MAINTAIN 2" MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING Wind-Bourne Debris Protection
MEMBERS AND FIREPLACE OR CHIMNEY MASONRY.
10, ALL FLOOR J015T5 SHALL BE LATERALLY SUPPORTED BY BRIDGING OR
BLOGKING @ INTERVALS NOT EXGEEDING EIGHT FEET.
WIND-BORNE DEBRIS PROTECTION 1=A5TENIN6 SCHEDULE
11. ALL RAFTERS SHALL BE ANCHORED TO FRAMED HALLS WITH HURRICANE
CLIPS" ® 16" ON CENTER. FOR WOOD 5TRUGTURAL PANELS abtid
AS PER TABLE 83012.1.2
12. ALL "MICRO=LAM" LAMINATED VENEER LUMBER TO BE DOUGLAS FIR AS
MANUFACTURED BY TRUS J015T CORP.OR EQUAL. SIZES AS INDICATED ON EA5TENER 5PAGIN6
PLANS. MICRO-LAM IN5TALLATION5 SHALL BE IN 5TRIIGT CONFORMANCE
WITH MANUFACTURERS 5PEGIFIGATION5 AND REGOMMENDATIONS. FASTENER PANEL SPAN
< PANEL SPAN < PANEL PAN
13. ALL METAL J015T HANGERS AND OTHER METAL CONNECTORS REQUIRED TYPE < 4 FOOT < 6 FOOT < 5 FOOT
SHALL BE "SIMPSON 5TRON6-TIE GONNEGTOR5" OR EQUAL AND SHALL BE o 0 2 1/211 #6 1611 12" q„
CAPABLE OF HANDLING LOADS @ CONNECTION POINTS. INSTALLATIONS SHALL o o WOOD 5GREW5
BE IN 5TRIGT GONFOPMANGE WITH MANUFAGTURER5 SPECIFICATIONS. °
14. DOUBLE J015T5 UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND o 0 2 1/211 #L5 1611 1611 1211
ALL OPENINGS. 0® WOOD 5GREW5
15. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD . ° 1 + Iscn Whd sP°0ds a ootrn m root hvkft,
° b: Fasteners shall be Installed at opposing ends of the wood structural panel.
° c: Nails shall be IOd common or 12d box nails.
° °I 0 0 2"X&" AGQ DECK J015T d: More screws are attached to masonry or masonry/stucco,they shall be attached utilizing vibration-resistant anchors
Ch!co NOTES (ASSUMED SOIL BEARING GAPAGITY: 2 TON) ° ° 0 0 having a minimum ultomite wlthdrawl capacity of 490 pounds.
H1 51MP50N
GONGRETE WORK TO CONFORM WITH THE FOLLOWING CODES AND 0 H'JRRIGANE GLIP5 @ EAGH eslgn Criteria
STANDARDS,LATEST EDITION: 0002 XS DECK L015T
- AMERICAN CONCRETE INSTITUTE: #301 5PEGIFIGATION5 FORo ° MERICAN FOREST AND PAPER ASSOCIATION (AFBPA) WOOD
5TUGTURAL CONCRETE FOR BUILDIN65. ,, ° ° (2) 2"XIO" AGO GIRDER AME GON5TRUGTION MANUAL FOR ONE-AND TWO-FAMILY
o MEGHANIGALLY FASTENED TO WOOD CLIMATIC AND GEOGRAPHIC DESIGN D ELLIN65(WFGM) Ig96 HIGH WIND EDITION
# 318 BUILDING CODE REQUIREMENTS FOR GONGRETE AND SLAB ° °
CONSTRUCTION. ° 0 4"X4" Ar-,O P05T W/ SGS 2-2 14Z CRITERIA
CONCRETE STEEL REINFOR6IN6 INSTITUTE - MANUAL OF STANDARD
WIND DESIGN S CTT MAGE FROM John E. Stumpf. R.A.P.0
PRACTICE. FLOOD
AMERICAN 50GIETY OF TESTING MATERIALS-STANDARDS A5 NOTED. GROU ICE SHIELD
SEISMIC WINTER UNDERLAY-
S
NDERLAY- HAZARDS
SNOW S(mph) DESIGN FROST LINE DESIGN MENT OUTSIDE
MATERIALS:
LOA CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED 500 YR
REINFORCING BARS: A5TM A615,GRADE 60 DEFORMED,TIES AND 45 P 130 MPH B SEVERE 3 FT MODERATE/HEAVY SLIGHT/MODERATE 11 REQUIRED FLOODPLAIN 725 Franklin Avenue
STIRRUPS SHALL BE GRADE 40 WELDED WIRE MESH(MM):
�ajpo185,WELDED STEEL WIRE,#6X#(,: 6"X6"UNLE55 OTHERWISE Garden City, NY. 11530
CHAIRS,SPACERS, 8 MI5G.HARDWARE AS APPROVED BY GR51.
PORTLAND GEMENT: A5TM(150,TYPE 1,(TYPE 3) IF APPROVED WOOD P05T CONNECTION BG5 2-24Z
BTelephone Fax
Y ARCHITECT.
AGGREGATE: CONFORM TO ASTM 33 r--"---- --------1 516-877-0400 516-746-8622
WATER: POTABLE
ADDITIVES: NONE UNLE55 APPROVED BY ARGHITEGT.
PLACEMENT ACG WOOD POST
SLUMP SHALL BE BETWEEN 2-4"AT POINT OF PLACEMENT AS MEASURED __ RADws OF NOSING VEL MAX
I �OR I/2"MAXIMUM BEVEL I
MEGHANIGALLY FASTENED
BY A5TM 143, TO MTL. GONNEGTOR I TREAD OVERHANGI THESE PLANS AND S P E C I F C A T I O N S A R E
DO NOT PLACE CONCRETE IN A MANNER WHIGH ALLOW5 AGGREGATE TO MIN.=3/4"
INSTRUMENTS OF SERVICE AND ARE THE PROPERTY
MAx=I-I/4"
SEPARATE FROM THE MIX. i 2% MAX i OF JOHN E. STUMPF R.A. P.C. INFRINGEMENTS WILL
MINIMUM COMPRESSIVE STRENGTH SHALL BE 3,000 p51 FOR STRUCTURAL HANDRAIL MUST
CONCRETE AT 28 DAYS. ® Simpson Strong-Tie # GBA66 I I BE CONTINUOUS HANDRAIL GRIP SIZE B E P R O S E C U T E D
2R MAX OR BE INTERRUPTED X PER 8311.5.6.3 OR
CONCRETE SHALL NOT BE RE-TEMPERED BY THE ADDITION OF WATER ° ® L__r ____ __ �- BY A NEWEL CONTACT DESIGN NW
OR GEMENT AFTER IT HAS PARTIALLY HARDENED. J -
a ° cp 2X2 BALUSTERS
PLACE REINFORCEMENT A(GORDIN6 TO CR51 REGOMMENDATIONS
� 4"DIA MAX m VERIFY STYLE ORCONCRETE FOOTING DATE: 04-1-2017
MIN.3"COVER FOR WORK IN GONTA6T WITH GRADE. u I/2 MALL
�
4 DR: FMZ
6" 3
.€R
SCALE: NOTED
SE •f� -2015"�> ��
'rCTION
Or-lcaneGDetaiI
CHKD: J.S.
7.
. Q fi 1= GAL STAIR E;)EfiA L.
SCALE: N7.5
PROJECT NUMBER SHEET NUMBER