HomeMy WebLinkAbout38932-Z j FOJ,r�y� Town of Southold Annex 9/16/2014
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51P.O.Box 1179 54375 Main Road
` {t- Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37154 Date: 9/16/2014
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 2165 Gabriella Ct, Mattituck,
SCTM#: 473889 Sec/Block/Lot: 108.4-7.52
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
5/23/2014 pursuant to which Building Permit No. 38932 dated 6/4/2014
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:
ACCESSORY TWO CAR GARAGE AS APPLIED FOR
The certificate is issued to Schlessinger,Dennis&Schlessinger,Maryan
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Auth Si atur
to`f ffitj Town of Southold Annex 9/16/2014
&9 � P.O.Box 1179
54375 Main Road
0 Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37155 Date: 9/16/2014
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 2165 Gabriella Ct, Mattituck,
SCTM#: 473889 Sec/Block/Lot: 108.4-7.52
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
5/23/2014 pursuant to which Building Permit No. 38932 dated 6/4/2014
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:
ACCESSORY TWO CAR GARAGE AS APPLIED FOR
The certificate is issued to Schlessinger,Dennis&Schlessinger,Maryan
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
7110ed.,Aignafifre
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
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#: 38932 Date: 6/4/2014
Permission is hereby granted to:
Schlessinger, Dennis & Schlessinger, Maryann
2 Brundale Ct
Wheatley Heights, NY 11798
To: Construction of two accessory garages as applied for- 2 cos required.
At premises located at:
2165 Gabriella Ct, Mattituck
SCTM # 473889
Sec/Block/Lot# 108.-4-7.52
Pursuant to application dated 5/23/2014 and approved by the Building Inspector.
To expire on 12/4/2015.
Fees:
CO -ACCESSORY BUILDING $50.00
CO -ACCESSORY BUILDING $50.00
ACCESSORY $400.00
ZingIn
$400.00
$900.00
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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:
I. 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.
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
I. 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. q b
New Construction: t/ Old or Pre-existing Building: (check one)
Location ofPropeffy---�o76)e1.I✓LL/9 C-T• /'/,97_117_0C1< /\/' lJ �5�2
House No. n Street Hamlet
Owner or Owners of Property QZAI N/S / LjS /i1/ P�
Suffolk County Tax Map No 1000, Section a Block Lot 72, _S—Z--
Subdivision Filed Map. Lot:
Permit No. �j Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 1` O 1 5
A ant in e
i 11
3
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING
[ ) FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE L INSPECTOR `
TOWN OF SOUTHOLD BUILDING DEPT.
765-11802
INSPECTIO
0
U
RO
FOUNDATION IST T!G LUMBING
FOUNDATION 2ND IN LATION
I L
FRAMING /STRAPPING INAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKS:
J7
DATE - INSPECTOR A7
FIELD RFS�QN REPORT DATE
. COMMENTS
sy
]FOUNDATION(IST)
ZZJ
FOUNDATION(ZND) r
rA
ROUGH FRAMII Q& I y
PLUMBING m
C-)
INSULATION PEP,N.Y. �z y
STATE ENERGY CODE
FINAL
1
ADIrr
O
rn
z
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board'ofHealth
SOUTHOLD, NY 11971 Oets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 36ey
SoutholdTown.NorthFork.net PERMIT NO. �<�� deck
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit .
Examined 20Storm-Water Assessment Form
Contact: `
Approved 20 _ _ ,
Mail to:
Disapproved a/c �
Phone:
Expiration_ ,20
B n g Ins ec
' J APPLICATION FOR BUILDING PERMIT
MAY 2 3 2014 -
��__ Date(Z I , 20 1
INSTRUCTIONS
;T
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_1,8 months from,such date:If no,zQning_amendments or other regulations affecting the
property have been enacted in the interim,the Build_ing Inspecter xnay authorize, in writing,the extension of4he permit for an
addition six months. Thereafter,a new permit shall be required. .
APPLICATION
w,-d - e
Building Zone ATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Ordinance of the Town of Sothold Suffolk CouOt ,_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.
Signat&e of a` iican't or'na#if a corporation)
Cc TTke (_ NJ 'llc'S2-
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
l;C
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land oR which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section 1 g, Block Lot °`A, !
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intend use and occupancy of proposed,construction:
� mm
a. Existing use and occupancy ,S' .� � C, -1-yL�&l." C
l f i
b. Intended use and occupancy �c?�tit_� i.�.?I CSC ci/
3. Nature of work(check which applicable):New Building r' #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_ N ber of dwelling units on each floor
If garage, number of cars J,2 erPa_ rr L
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
@Dimensions of entire new construction: Front Rear 30 ��+ Depth 1.;
Height o2 O Vee, -Number of Stories 1
9. Size of lot: Front Rear Depth
10. Date of Purchase J-A N . aoo 5- Name of Former'Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, orduiance or regula#oh?"YES NO
13. Will lot be re-graded? YES NO /Will excess fill be removed from premises?YESNO
i U°5' CSR i'rA f4 N-
14.Names of Owner of premises�?'(?n-%O, S A � Phone —qt)7fs� ��
Name of Architect Address;,, Phone No
Name of Contractor Address Phone No.
15 a. Is this property within-100 feet'of a tidal wetland ora freshwater wetland? *YES` NO
* IF YES, SOUTHOLD TOWN TRUSTEES& D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 3`00 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, CONNIE D.BUNCH
Notary Public,State of New York
(S)He is the INo.01BU6185050
cAmm in saffm County
(Contractor,Agent,Corporate Officer, etc.) Commission Expires April 14,2�/(o
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 willbe
performed in the manner set forth in the application filed therewith.
Sworn to before me this
a--day of 20
Notary Public Sijhiat&e of AppliciAt
SIJFFQ
Scott A. Russell ° 5TOR IM[\WA\T]E[,
SUPERVISORIM[A\NA\G 1E1\\1[1E'r]F
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971
Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑d A. Clearing, grubbing, grading or stripping of land which affects more
❑E� than 5,000 square feet of ground surface.
B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑[7�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.
❑ E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑� 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.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date:
District l
NAME: J>IEh/N/S to. �C LES S I'AlCC) �D b p. r�3
Section Block Lot
F'0111 B1'H 1.)1:..1'.x.1', 1'�,ll.ti"1 t. 'l..
Contact Information:
)Telephone Numbed // .yam—,^ ��d
Reviewed By: W' )
Date:
Property Address / Location of Construction Work: —a
— — — — — — — — — — — — -- -
-
Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
i��TTi %/it G/� /V 7 ��9sa ❑ Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM SMCP-TOS MAY 2014
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TOTAL PLOT AREA: 40,009 SO. FT.f LOT OCCUPANCY CALCULATIONS
HOUSE AREA: 1,258.2 SQ. FT. t HOUSE AREA: 1,258.2 SQ. FT. t
GARAGE AREA: 1,261.0 SQ. FT. f GARAGE AREA: 1,261.0 SO. FE t
DECK/PORCH AREAS: 1,868.7 SQ. FT. t DECK/PORCH AREAS: 1,868.7 SQ. FT. t
TYPICAL ROOF DRAINAGE SYSTEM: NO OVERFLOW POOL AREA: 435.1 SQ. FT. t POOL AREA: 435.1 SQ. FT. t
(CALCULATIONS FOR BOTH PROPOSED GARAGES) SHED AREA: 423.3 SQ. FT. t SHED AREA: 423.3 SQ. FT. t -
ROOF AREA = 1,500 S.F. t TOTAL AREA = 5 t / PROPOSED GARAGE AREAS: 1,500.0 SQ. FT.
,246.3 SQ. FT. 13.11%OF LOT t
PERMEABLE TRIBUTARY AREA = 0 S.F. t Q
1,500 X 2.0/12 X 100%= 250 t C.F. STORAGE REQUIRED TOTAL AREA = 6,746.3 SQ. FT. t /16.86%OF LOT
250 t C.F. 42.04 CF/VF = 5.95 VF OF 80 DRAINAGE POOLS QO
PROVIDE (1) 8'0 X 6' DEEP POOL
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LOT 2 LOT 1
R = 25.00'
L = 39.69' O
m
BLOCK CURBING
GABRIELLA (50'WE RICHT-OF-WAY) COURT
BLOCK CURBINGWIRD FENCE S37°40'40"E R=1957.49' WIRE FENCE
0.2 s.,O.L. 95.62 L=56.27 o.L,0.4'W.
FND C.M. GATE M797FND C.M. 246.30'
® HEDGES
Lo
N �
®B o e O
ED
® oA ® O
N ® ® c0
® STEPS N
WOOD- RE
0.fiySOUTHN� ® COV WOOD PO CH ® z
59.6'
52.4
i
GAR. x,WOOD DECK TWO STORY RES.
1, f 18.0
CHIM. N C.E.
WIRE-C.LF.
WOOD FENCE TREW
0.T SOUTH 32.4 ® 0.5'SOUTH
LOT 6
WOOD FENCE STEPS J
IS NORTH
W WOOD DECK =_
o .
LOT 5ze s P "G 50.6' LOT 7
a
d o
rn
30.0'
25.0' WOOD FENCE
W TO BE iV
..REMOVED N fn
N 9 �� n
30A', 25.0' '.. TEST WELL CONC.'
C140` f� 10.7' WOOD-C.L.F.DW - 10.3 28.4 0.3'SOUTH
Lo 30.0' J7
z 2s.o•
g ASPHALT
101
30.0' 25.0' .
`�. 28.3 11.1' 0.2'NORTH
aASPHALT DRIVE, - ASPHALT
WOOD FENCE
WOOD-GLF. ASPHALT En c, � 1.2'N.,2.0'E. 0.1'SOUTH
1.0'N.,0.4'E. _ - --
FND C.M. p&R-W1RE FENCE N38.31'50"W 151.90' P&R-WRE FENCE•FND C.M.
01 N.,1A'E. 0.3'S.,OX W.
LAND NOW OR FORMERLY OF AGNES GRASOWSKI
THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. �S
THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE
ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF
THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL
ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON
FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON
AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.
SUFFOLK COUNTY TAX MAP DIST: 1000 SECT: 108 BLK: 4 LOT: 7.52
MAP NO: 9913 DATE: OCTOBER 8, 1996 Wallace T. Bryan f
LOT(S): 6 Licensed Land Surveyor
MAP OF: ELIJAH'S LANE ESTATES, SECTION-3 MAINTAINING THE RECORDS OF - 7
BURTON, BEHRENDT & SMITH J 1 L
LOCATION: MATTITUCK
i
TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, STATE OF NEW YORK 559Mi&leRoad
Bayport, New York 11705
SURVEYED: NOVEMBER 9, 2004 REV: ADD PROP. GARAGE 12/18/13
CERTIFIED T0: DENNIS P. SCHLESSINGER & MARYANN SCHLESSINGER REVISED: 5/7/14 (631)472-1770
ASTORIA FEDERAL SAVINGS AND LOAN
FIRST AMERICAN TITLE INSURANCE Fax 472-1771
CONTINENTAL ABSTRACT CORP.
SCALE: 1 " = 50.00' FILE NO: 04-422
APPROVED AS TOTED ENGINEER:
RUFF ENGINEERING
DATE: B.P.# -- r
JOHN RUFF
G 140 BOYERTOWN PIKE
FEE: CC �,_ BY: �, DouGLasv,uE,PA 19518
NOTIFY BUILDING DEPARTMENT AT V-GIO-689-9004 F-610-68,9-9036
765-1802 8 AM TO 4 PRA FOR THE BUILDER:
FOLLOWING I r—
1. FOUNDATI
s. WATERLOO STRUCTURES
FOR POU 3898 W. LINCOLN HWY.
Z. ROUGH - PARKE50URG, PA 19365
3. INSULATIO
4. FINAL - C PROJECT ADDRE55:
BE COM PL
ALL CONSTR DENNI5 T. 5CHLE551NGER
REQUIREMEN1 2165 GABRIELLA CT.
YORK STATE. MATTITUCK, NY 11952
DESIGN OR
PROJECT NAME:
GARAGE/UTILITY BUILDING
DATE OF 155UE:
5-6-14
DRAWN BY:
!-H ,;LL CODES OF RETAIN STORM WATER RUNOFF IJRAfTING CONCEPT5
NEW r'� =:K j l"iVI E & TOWN CODES PURSUANT TO CHAPTER 236 ARCHITFCTURALDRAFTING
AS REQUIRED 9G" F OF THE TOWN CODE, JOHN F5H
717-442-5053
DRAFTING CONCEPT5QCOMCASLNE7
CODE LOADING INFORMATION W,
SCALE:
OCCUPANCY TYPE _ �.; . ;. Lq i A5 NOTED
�oF"'Ewr
R)SIDENTIAL GARAGE J� C WIND SPEED= 1 20 MPH 'LP p.RUF
�-- V. e EX �� �✓ SHEET TITLE:
CEXPOSURE CLASS;B
ONSTRUCTION TYPE COVER SHEET
SEISMIC DE51GN CATEGORY= B
-TYPE 5 B FK05T LINE DEPTH =3G"
LOADING NOTE5 (OR BY LOCAL CODE5) Q� PROJECT NO.: BUILDING
ILDIN 13
NG#I
ASSUMED SOIL CLA55=GM,GC
15t FLOOR LIVE=SLAB ON GRADE
501L BEARING CAPACITY= 2000 P51 "TOl�SS►ONP
IF 501L DIFFERS FROM A55UMED ABOVE I
(REFER TO IRC CODE5)
i
ENGINEER:
3a-o°
RUFF ENGINEERING
JOHN RUFF
G 140 50YEPTOWN PIKE
DOUGLA5VILLE,PA 19518
V-GIO-G89-,9004 F-610-689-9036
;� � BUILDER:
WATERLOO 5TRUCTURE5
3898 W. LINCOLN HWY.
0 D v PARKE58URG, PA 19365
M x x M
N N
0 N �
PROJECT ADDRE55:
0
v
N DENNIS T. 5CHLE55INGEK
2 1 G5 GABRIELLA CT.
MATTITUCK, NY 1 1952
b b GARAGE b
ilt tV w �
N _ — N
PROJECT NAME:
w GARAGE/UTILITY BUILDING
w
z
z
W DATE OF 155UE:
w
5-G-14
a �D e
b N N b
DRAWN BY:
ATTACH DOUBLE STUD DRAFTING GONCEPT5
(I),IACK.(.)KING TO FOUNDATION Wi DTT 2Z ARCHITECTURAL DRAFTING
t0 ATTACH BEAM TO 4 112"ANCHOR ROD 1D
JACK W/IJ5TA1 5 TeP.) (TYP.) JOHN ESH
"�"N4 9'-a•n'�' 717-442-5053
3'.O'•f,b'
(2) 13/4"X 9 I/4"LVL (2) 13/4"X 9 I/4"LVL (2)2 X 10 DRAFTING CONCEPT9QC0MCA5T.NET
5CALE:
G AS NOTED
G'6'
RyQ�Q
O1F UFF✓ T SHEET TITLE:
3a o FLOOR PLAN
PROJECT NO.: E3 15-13
ENGINEERED SHEAR WALL PANEL FLOOD PLAN BUILDING#I
5CALE:3/1 G'=1'-0'
�O�EssIoNP�
2
ENGINEER:
30-0' RUFF ENGINEERING
JOHN RUFF
G 140 BOYERTOWN PIKE
......................................•-------•.-............----------..---------------_ -
� DOUGLA5VILLE,rA 195 15
V-GIO-689-,9004 F-610-689-9036
' ------•-----------------------------------------------•---•-------------- ,
' BUILDER:
;
;
WATERLOO STRUCTURES
;
3898 W. LINCOLN HWY.
;
PARKE5BURG, PA 19365
,
TYPICAL FOUNDATION �
(1)COUR.5t G'BLOCK.FULLY GROUTED '
(4)COUR5t 8'BLOCK ' '
24')(10"CONC.FOOTING PROJECT ADDRESS:
MIN.3000 P51
W/(2)#4 B.AR5 CONTINUOUS ' '
DENNIS T. SCHLESSINGER
21 G5 GABRIELLA CT.
MATTITUCK, NY 1 1952
;
o ' ' o
" 4" CONIC. SLAB ABOVE N PROJECT NAME:
;
GARAGE/UTILITY BUILDING
;
DATE OF 155UE:
;
5-G-14
;
DRAWN BY:
;
' DRAFTING GONCEPT5
ARcrurecruRp,L DRAFTING
JOHN Esn
;
717-4-42-5053
OPAFTING CONCEPT,QCOMCAST.NET
-- ------------
------------------------- ------------------------- ------- SCALE:
A5 NOTED
of NEIN
�+ .R 0 5HEEf TITLE:
POUNJATION PLAN
ol PROJECT NO.: E3 18-13
FOUNDATION PLAN �y BUILDING#I
5CALE:3/1 C'=1'-0" t�
`dAq,,��e647�1
"hF551
ENGINEER:
0.NEW RUFF ENGINEERING
�P'oP.RUF JOHN RUFF
� 6140 BOYERTOWN PIKE
DOUGLA5VILLE,PA 19518
V-610-689-9004 F-610-689-9035
BUILDER:
4711
TYPICAL ROOF CONSTRUCTION WATERLOO 5TRUCTURE5
PAIN.25 YR.ARCHITECTURAL 5HINGLE5 ON Pi
o IONAL 15 LB. L '�$$l�� 3898 W. LINCOLN HWY.
7n 6"OSB 2_R 112*CDX ROOF SHEATHING PARKE5BURG, PA 19365
PRE-ENGINEERED ROOF TRU55E5 @ 24.O.C.
RIDGE VENT OPTIONAL
12
5 p PROJECT ADDRE55:
H 5 HURRICANE TIES @ EA.TRU55
TRU55E5 DESIGNED BY OTHERS DENNIS T. 5CHLE551NGER
TYPICAL ROOF OVERHANG 21 G5 GABRIELLA CT.
= 4'OVERHANG
w- I X 6 FACE BOARD ALUM.WRAPPED MATTITUCK, NY 1 1952
= VENTED SOFFIT
z ICE F WATER SHIELD 24'IN51DE THERMAL ENVELOPE
R 9 o PROJECT NAME:
U1 !D
g TYPICAL EXTERIOR WALL CONSTRUCTION VINYL 51DING W/TYVEK GARAGE/UTILITY BUILDING
D4
CONNECT EVERY OTHER GARAGE 7!I G"05B 2E 1/2'CDX 5HEATHING
STUD TO PLATE WITH T5P CUP 2 X 4 WALL Q I6"O.C.
DATE OF 155UE:
5-G-14
TYPICAL SLAB 2 X 4 P.T.PLATE FASTEN WITH
4"CONCRETE SLAB W/WIRE QP, FIBER MESH112'DIA.EXPAN51ON ANCHORS DRAWN BY:
MIN.3000 P51,5LOPE TO DOOR5 MIN 7"EMBEDMENT, 12-MAX.FROM EACH
4"CRUSHED STONE CORNER 4 3'-0"MAX.O.C.THEREAFTER
.APPROX.GRADE RAFTING CONCEPTS
ARCHITECTURAL DRAFTING
JOHN ESH
_ T'PICAL FOUNDATION
5 ECT I O N DETAIL "AIL (I)COUR5E 6"BLOCK,FULLY GROUTED 717-442-5053
(4)COURSE 8"BLOCK,TOP COURSE SOLID DRAFTING CONCEPf7@CO@COMCAST.NGT
24'X 10'CONC.FOOTING
5CALE:3/1 9'=I'-0" MIN.3000 P51
W/(2)#4 BARS CONTINUOUS SCALE:
AS NOTED
SHEET TITLE:
SECTION DETAILS
PROJECT NO.: E3 18-13
BUILDING#I
4
ENGINEER:
II
of NEW y RUFF ENGINEERING
2 X 4 STUD(P P.)
A F•Ruppo� JOHN RUFF
Y �s G 140 BOYERTOWN PIKE
DOUGLA5VILLE,PA 19518
DOUBLE FT TOP PLATE
V-610.689-9004 F-610-689-;1036
b? BUILDER:
� �.• � N `�`a fin'` �`'
(2)PLY 2 X 4 P05T AT EACH END $$��N� WATERLOO STRUCTURES
2 X 4 BLOCKING AT OF SHEAR WALL PANEL
3898 W. LINCOLN HWY.
ALL SHEATHING PARKE513URG, PA 19365
SPLICES( YP.)
7116"05D SHEATHING
PROJECT ADDRESS:
�c_ fit_
D Alf 1'f
DENNI5 T. 5CHLE551NGER
2165 GABRIELLA CT.
- MATTITUCK, NY 11952
w � 51MPSON DTT2Z AT EACH END OF PANEL
ANCHOR BOLTS.SEE PLAN 1/2'DIA.EPDXY ANCHORS MIN.9"EMBEDMENT PROJECT NAME:
I (
MIN.OF(2)PER PANEL I I i GARAGE/UTILITY BUILDING
H--J---044r . i W DATE OF 155UE:
G'CMU WALL(5olid or fully grouted)
5-G-14
2 X 4 P.T.SILL PLATE 8'CMU WALL DRAWN BY:
N
5/8"DIAMETER THREADED ROD EXTEND INTO FOOTING,
W/GROUTED CORE AND(1)CORE EA 51DE NEXT TO ROD }'�
TYP.FOOTING (total(3)grouted at ea DTT22 location) 'JRAfTING CONCEPTS
5tE FOUNDATION PLAN COUPLING NUT IF NEEDED ARCHITECTURAL DRAFTING
PROVIDE NUT AND WASHER AT BOTTOM OF ROD JOHN E5H
717-442-5053
NOTES: DRAFTING CONCEPT9QCOMCA5T.NET
PIECES OF5TRUCTUP,�L PANEL
ENGINEERED S h EAR SHALL OT BE LE55 THAN 02'-d'IN LEAST DIMENSION SCALE: A5 NOTED
NOR(8)5F IN AREA
WALL PANEL DETAIL RE-TIGHTEN BOLT5 BEFORE CLOSING SHEET TITLE:
'X•INDICATES EDGE NAILING SHEAR WALL PANEL
NAIL PANEL TO FRAMING W/86 NAILS. PROJECT NO.: E3 18-13
(WILDING#I
2x4 Blocking Between Top Chord of Trusses(Typ) ENGINEER:
Provide a Diagonal 2x4 Brace @ same location from
wall plate to truss wl s- pson GDC(sec detail) RUFF ENGINEERING
JOHN RUFF
6140 BOYERTOWN PIKE
DOUGLA5VILLE,PA 19518
F2 V-610-689-9004 F-610.689-9036
F204 e. r-w
BUILDER:
masex.
rr: Z WATERLOO 5TRUCTURE5
3898 W. LINCOLN HWY.
PARKE5BURG, PA 19365
PROJECT ADDP.E55:
DENN15 T. 5CHLE551NGEPR
2165 GABRIELLA CT.
MATTITUCK, NY 1 1952
¢ PROJECT NAME:
Exterior Wall(Typ) GARAGE/UTILITY BUILDING
DATE OF 155UE:
5-6-14
DRAWN BY:
RAFTING CONCEPT5
Pre-engineered Wood Trusses Q 24'..c.(Typ)
ARCHITECTURAL DRAFTING
JOHN E5H
,rG QF NEN/y 717-442.5053
♦V Q
� DRAFTING CONCEPT7000MCA5T.NET
PRUFpy�
SCALE:
AS NOTED
SHEET TITLE:
p n� TPU55 BRACING
2x4 Diagonal Brace Nailed To T Of Eachss�oMP�
g °P 2x4 Continuous Lateral Brace Nailed To Top Of PROJECT NO.: E3 15-13
Bottom Chord a(3) 12d Nails(Typ) Bottom Chord w/(2) 124 nails(Typ) BUILDING#I
TRUSS BRACING PLAN �`
ENGINEER:
RM.212 Prahwhan of qmming&Windwa in buM gs located in uft bane detvhmgioris she#have Oazed RUFF ENGINEERING
openings protected ttom widbmw deb's or Are WOW shat be designed as a parley andosed WOW in JOHN RUFF
6[0MdenCe vAl h ASCE T.0owdOPOFUR p vtodion for viand write debw 1W r red Ate rewir o1 the Lags G 140 BOYERTOMN PIKE
Missile Test of an approved impact resisting srendard or ASTM E 1996 and ASTM E IBM referenced therein, DOUGLA5VILLE,PA 19515
Ewspdw VVood sllur.Mral panels with a minimum of 7f16 inch(11 nm)and a no mum span of 8 beet(2436 V-G 10.689.9004 F-610-689-9036
mrn)shat be pemiltled for opening prntedion in are-and two-story buhdings.Panels shall be precut so that they BUILDER:
shat be attached to the Mord tg stirmwMV Ate gwning contairtiq the product with to plated opanng.Panels
shell be sewred with the attadunaht handwse provided.Attachments shall be designed to resist the component
WATERLOO STRUCTURES
and dad&V loads determined in accordance Wsh Table R301-2(2).Allectonenn in amordenee With Table
RM-2-1-2 is pemhitted for bdldngs Witt)a moan n of twWtt M 33 feet(10 068 mm)or less YAwn wind speeds do 3898 W. LINCOLN HWY.
not exceed 130 mules per hour(58 m/s)- PARKE58URG, PA 19365
TABLE MM%1.2 MMBDBORNE DEBRIS PROTECTION FASTENNG SCHEDULE FOR WOOD STRUCTURAL
PANEL.,4 c,d PROJECT ADDRE55:
FASTENER SPACING(indltee DENNI5 T. 5CHLESSINGER
2165 GABRIELLA CT.
FASTENER Panel aprn£ 4 feet<panel panel span E
•AN x a'-o• MATTITUCK, NY 1 1952
PE 4 feet n f 6 feet 9 feet U) PANEL
No.6 Screws 1ti 12" g' ANEL
- SCr@5MS 1 � 1 ANCHORS PROJECT NAME:
•
ON GARAGE/UTILITY BUILDING
�n AT LEAST
- - 2 SIDES
For SI: 1 inch=25.4 mm, 1 fbat=304.8 mni, 1 pound=4A48N, • DATE OF 155UE:
5-G-14
1 mile per hour=0.447 mis.
DRAWN BY:
a.This table is based on 130 mph wand speeds and a afoot mean roof height.
s s }�
b. Fasteners shall be installed at opposing ends Oil the wood stnfchlral panel.Fasleriers shah IJRAfTING CONCEPTS
be looeted a minimum of 1 inch ftOrn the edge of the panel. FASTENER PATTERN ARCHITECTURAL DRAFTING
JOHN ESH
c. Fasteners shall be long
enough enouto penetrate th �roh the exterior wall aover �
in and a 717-442-5053
'-"+" DRAFTING CONCEPTSQCOMCAST.NET
minimum of 11/4 inches into wood wall framing and a minimum d 1114 antes into concrete ,��oF ivEWyo
block or concrete.and into steel framing a minimum of 3 exposed threads. Fasteners shall be �Po�,l•RUF,�,, � SCALE: A5 NOTED
located a minimum of 2112 inches from the edge of concrete block or concrete.
SHEET TITLE:
d. Where screws are attached to masonry or maswry+/stucco, they shall be attached using
�? FASTENER PATTERN
vibration-resistant anchors having a minimum ultaYtete wkhdmwal capacity of 490 pounds.
V PROJECT NO.: E318-13
BUILDING#I
7
ENGINEER:
RUFF ENGINEERING
JOHN RUFF
61 40 BOYERTOWN PIKE
DOUGLA5VILLE,PA 19518
V-610-669-9004 F-610-68.9-9036
BUILDER:
WATERLOO STRUCTURES
3898 W. LINCOLN HWY.
PARKE5BURG, PA 19365
Em
PROJECT ADDRE55:
__ 2 1 G5 T. SChLE
2165 GABRIELLAA CT.CT. R
MATTITUCK, NY 1 1952
APPROX,GRADE Ed I APPROX.GRADE
FRONT ELEVATION PROJECT NAME:
SCALL:3/1 G'=I'-0' GARAGE/UTILITY BUILDING
DATE OF 155UE:
12 --- 5-6-14
5 .(�QF F1Epy yQ
V.RUFF DRAWN BY:
RAFTING CONCEPT5
ARCHITECTURAL DRAFTING
4' 4" �? = ` JOHN E511
PQ
717.442-5053
-, DRAFTING C0NCEPT5QC0MCAST.NET
LaiSCALE:
A5 NOTED
SHEET TITLE:
ELEVATIONS
APPROX.GRADE }•' 7.
APPROX.GRADE PROJECT NO.:
E318-13
BUILDING#I
RIGHT SIDE ELEVATION ^
SCALE:3/1 G"=1'-0' S..�G
ENGINEER:
RUFF ENGINEERING
JOHN RUFF
G 140 BOYERTOWN MIKE
DOUGLA5VILLE,PA 19518
V-G 10-689-9004 F-610-689-9036
BUILDER:
WATERLOO STRUCTURES
3898 W. LINCOLN HWY.
PARKE5BURG, PA 19365
PROJECT ADDRESS:
DENN15 T. 5CHLE551NGER
2 1 G5 GABRIELLA CT.
MATTITUCK, NY 1 1952
APPROX.GRADE •�• APPROX.GRADE
PROJECT NAME:
REAR ELEVATION GARAGE/UTILITY BUILDING
SCALE:I/8"=1'-0'
DATE OF 155UE:
OF NEW 5-G-14
y0
5 p RUFF@ DRAWN BY:
J
RAFTING CONCEPTS
ARCHITECTURAL DRAFTING
JOHN E5H
cwsTsfl 717-442-5053
DRAFTING CONCEPT5@C3MCA5T.NET
NILZJI
SCALE:
A5 NOTED
SHEET TITLE:
ELEVATION5#2
APPROX.GRADE y• •�• '. •i• APPROX.GRADE PROJECT NO.: E3 1 8-1 3
BUILDING#1
LEFT 51DE ELEVATION
5CALE:3/1 0=1'-0'
ENGINEER:
RUFF ENGINEERING
FASTENER SCHEDULE FOR 5TRUCTURAL MEMBER5 JOHN RUFF
GENERAL NOTES NO,AND TYP= 5PACING OF G 140 BOYERTOWN PIKE
I. ALL CONSTRUCTION SHALL COMPLY WITH DESCRIPTION OF BUILDING ELEMENTS Of FASTENER FA5TENER5 DOUGLASVILLE,PA 1 951 8
2010 NY RE51DENTIAL BUILDING CODE.
2. BUILDER MUST VERIFY ALL DIMENSIONS AND CEILING JOISTS TO PLATE,TOE NAIL (3j 8d V-610-68,9-9004 F-610-689-9036
ACCURACY BEFORE CONSTRUCTION.
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE CEILING.JO15T5 NOT ATTACHED TO PARALLEL RAFTER,
OVER SCALED MEASUREMENTS. LAPS OVER PARTITIONS,FACE NAIL
(3)lad .-- BUILDER:
4. ALL STRUCTURAL LUMBER SHALL BE COLLAR TIE RAFTER,FACE NAIL (3)1 Od WATERLOO STRUCTURES
5PRUCE-PINE-FIR#2 OR BETTER UNLE55 RAFTER TO PLATE.TOE NAIL (2) 16d
OTHERWI5E NOTED. 3898 W. LINCOLN HWY,
5. IF APPLICABLE,WHERE GARAGE 15 ATTACHED TO ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS,TOE NAIL (4)J Gd — PARKE58URG, PA 19365
DWELLING UNIT,A(1)HR.FIRE SEPERATION BUILT-UP CORNER 5TUD5 1014 24"O.C.
.SHALL BE PROVIDED.(I LAYER 112'DRYWALL). BUILT-UP HEADER,TWO PI=CE5 16d I V ac.nux+c-e.[oa
DOOR5 BETWEEN AREAS TO BE 20 MIN.C-LABEL
DOOR WITH FIRE-CODE JAMB. CONTINUOUS HEADER TO STUD,TOE NAIL (4)8d PROJECT ADDRE55:
6. ANY WOOD IN CONTACT WITH MA50NR1 TO BE
PRE55URE-TREATED WOOD. DOUBLE STUDS,FACE NAIL i Od 24"O.C.
7. GRADE MUST SLOPE AWAY FROM 5TRUCTURE. DOUBLE TOP PLATES.FACE NAIL lad 24"O.C. DENNI5 T. 5CHLE551NGER
8. WOOD FRAMING TO BE MIN,8'FROM GRADE 2165 GABRIELLA CT.
DOUBLE TOP PLATES.MINIMUM 49-INCH OFFSET OF END JOINTS, (8) I Gd
LEVEL,EXCEPT AT DOORWAYS.
9. WOOD TRUSSES SHALL BE DESIGNED 87'A FACE NAIL 1N LAPEO AREA MATTITUCK, NY 1 1952
REGISTERED ENGINEER_MILDER MUST PROVIDE 50LE PLATE TO J015T OR BLOCKING,FACE NAIL 16d I G"O.C.
CUT-SHEETS TO CODE OFFICIAL PRIOR TO 50LE PLATE TO J015T OR BLOCKING AT BRACED WALL PANELS
INSTALLATION, (3) 16d 1 e O.C.
10. WALL BRACING PROVIDED TOP OR.SOLE PLATE TO STUD,END NAIL (2) 1(;d _-___
PROJECT NAME:
BY ENGINEERED SHEAR WALL (2)I Od ----- GARAGE/UTILITY BUILDING
TDP PLATCS,LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL
)I. TEMPERED GLAZING PFCUIR IENT5: JOIST TO SILL OR GIRDER TOE NAIL (3)8d -------
(0 IN WINDOWS R DOOK5 WITHIN(1 8)INCHES RIM J015T TO TOP RATE,TOE NAIL(ROOF APPLICATION ALSO) 8d 6"O.C. DATE OF I55UE:
OF WALKING 5URFACE
(2) IN ANY INDIVIDUAL PANEL GREATER THAN HVL b—InKR AS h]LLOw:-i
BUILT-UP GIRDERS AND BEAM5,2-INCH LUMBER LAYERS IOd 3r ac.aTTO'moK?Icrn 5-G-14
(9)50.FT. avc sincacrto.iwu vats
(3) IN WINDOWS WITHIN(24)INCHES OF ANY wuw sin.��lr,�runs.-sLarwtr,=uur aN�lv-[wux wau SneAinlN�tu m.wlnc avD�anl:;L[gua=.o wau.snuinlNc iu[ru:INc DRAWN BY:
OPERABLE DOOR WHEN DOOR IS IN CLOSED
POSITION SIF- lz' eacMDN NNI �oo„wa 11 6 12
(4) IN PANEL5 WITHIN STAIRWAYS,LANDING AND
RAMPS,AND WITHIN(3G)INCHES HORIZONTALLY J2j�_I• e�cD•aMon-L 6 12 DRAFTING CONCEPTS
OF WALKING SURf.ACE,UNLE55 PROTECTED WITH - ARCHITECTURAL DRAFTING
5AR5 3"O.C.CAPABLE OF WITHSTANDING 50 LB. 1'GYPSUM 5HEATHING IL• °a"Im,"Dai""vm;sinry ravavmu, .7 .�
r�•LONG;I -xxtws,r.r[w oP s
PER LINEAR FOOT
ISS GaLVaaP_D
(5) IN PANELS ADJACENT TO STAJRWAY WITHIN ��GYPSUM SNFp.THING nDGInG-L:SX'L[G4vaVIZ`D, JOHN ESH
7 7
1=;LanG;I rtt w oN
(60)INCHES HORIZONTALLY OF THE 130TTOM
TREAD Of A STAIRWAY IN ANY DIRECTION,AND ALTERNATE ATTACHMENTS 717-442-5053
WHEN THE PANEL 15 WITHIN(60)INCHES OF DRAFTING CONCEPT5QCOMCA5T.N`_T
THE TREAO NOSING. EXCEPTION:IF HANDRAIL NOM.MATERIAL DESCRIPTION OF FASTENER AND LENGtn SPACING OF FASTENERS
OR GUARORAIL 15 PROVIDED,D15TANCE CAN BE THICKNESS(INCHL.5) (INCHES)
EDGES IMERMEDIATE SUPP0RT5 SCALE:
REDUCED TO(18)INCHES FROM R.AIUNG TO (INCHES) (INCHES) A5 NOTED
ADJACENT GLAZING.APPLICANT SHALL PROVIDE wuw sxu.�ura.^aN[L,.,.iarux,rus u+D aatr u-wau snsi imG iu raMwc•No raxNnceu+rD wau snuff nuw iu-radnG
CODE OFFICIAL WITH CUT-5HEET5 PRIORTffa
CONSTRUCTION / �G OF NE STAPLES 15 GA. I�� 4 8 SHEET TITLE:
F,R(frp� 0 UP TO 2" NAIL 21n' 3 6
5TAPL.E5 16 GA, I L4 3 6 GENERAL NOTES
5TAPLE5 14 GA.2 4 8
PROJECT NO.: E3 18-13
z"AND ��' STAPIPS 15 GA. I�l 3 6
NAIL 21q' 4 8 BUILDING#I
10