HomeMy WebLinkAbout40609-Z ®�pS��FOt'�CpG� Town of Southold 9/13/2016
P.O.Box 1179
a
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38510 Date: 9/13/2016
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 2195 Henrys Ln, Peconic
SCTM#: 473889 Sec/Block/Lot: 74.4-44.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/6/2016 pursuant to which Building Permit No. 40609 dated 4/12/2016
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 GARAGE AS APPLIED FOR
The certificate is issued to Glasser,Frederick&Eleanor
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40609 08/02/2016
PLUMBERS CERTIFICATION DATED
AuthbnMd Signat e
O�S�ecoTOWN OF SOUTHOLD
BUILDING DEPARTMENT
y z 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#: 40609 Date: 4/12/2016
Permission is hereby granted to:
Glasser, Frederick & Eleanor
2195 Henrys Ln
Peconic, NY 11958
To: construct accessory garage as applied for.
At premises located at:
2195 Henrys Ln, Peconic
SCTM # 473889
Sec/Block/Lot# 74.-1-44.2
Pursuant to application dated 4/6/2016 and approved by the Building Inspector.
To expire on 10/12/2017.
Fees:
ACCESSORY $399.20
CO -ACCESSORY BUILDING $50.00
Total: $449.20
Bu i ing I ector
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.
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
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.
New Construction: /< Old or Pre-existing Building: (check one)
PID
Location of Prop41,1 rl/I S 1,,4 DKJ/Ce
House No. Street Hamlet
Owner or Owners of Property: ( /IA'esez,
Suffolk County Tax Map No 1000, Section Block / Lot �2
Subdivision c r c Filed Map. Lot:
Permit No. L1O6 O f Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ S-0 "
Applicantigna r
pF SOUryol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 �Q roger.riche rtO-)town.southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Glasser
Address: 2195 Henrys Lane City: Peconic St: New York' Zip: 11958
Building Permit#: 40609 Section: 74 Block: 1 Lot: 44.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Hubbard Electric License No: 4709-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 10 Ceding Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 5 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 80A A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 10 Twist Lock 11 Exit Fixtures TVSS
Other Equipment: LED Ceiling Fixtures, 1- Paddle Fan, 2- GFCI Circuit Breakers,
3-24 inch Multi Port Strips
Notes.
Inspector Signature: V - Date: August 2, 2016
OOElectrical 81 Compliance Form.xls
fjf so
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
ANSPECTION,
IZFOUNDATION IST 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:
I
DATE INSPECTORz
SO(/T�olo - -
� l� G • �O
_ucouMV,�
-TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION . -
I 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 �� f INSPECTOR
30tip"
O
- �� mol • o -
ycOUNT'r,N� -
TOWN OF-SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] 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 INSPECTOR
rjf soti,
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION-
[ ] FOUNDATION I ST I I GH PLUMBING
[ �FNDATION 2ND [V 7INSULATION
V FRAMING /STRAPPING FINAL '
] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION
] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) I ELECTRICAL (FINAL)
CODE VIOLATIOJN ] CAULKING
001
REMARKS:— *1,00e�
.02f
,
DATE / _ INSPECTOR2L
SOUry�lo - .
eOUNi`I,N
TOWN. OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] IN ULATION
[ ]
FRAMING /STRAPPING [ FINAL
] FIREPLACE A CHIMNEY, [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATI N [ ] CAULKING
REMARKS: -�-�
- DATE �� �� �� INSPECTOR
I
1 r..
I
jrt4�AMU
a
I •
ST ATE ENEROY C�DB
1 isii��/1'�d�; � :fir•
IMMM
If MA -
r
A
u
:\ n
r
TOWN'OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before-applying?
TOWN H4LL 1 ' Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 2 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees i
Flood Permit
Examined 20 Storm-Water Assessment Form
Contact: n J
Approved 01 20-/�— Mail to: r 1 u' P-r
Disapproved a/c
Phone:
Expiration ,20
[E(g&0'V[E
Bui ding Ins for
DD - -
APR - 6 2016 APPLICATION FOR BUILDING PERMIT
BUILDING DEPT. Date ,i-pr/ , 20 / 6
TOWN OF SOUTHOLD 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.
(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
Pe-6)q Q r
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 on Which p oposed work will be done:
ft x 195 ff n,-&I s �.� . � G o�✓i�
House Rumber Street 1 Hamlet
County Tax Map No. 1000 Section `f Block Lot �4y �—
Subdivisiofi Filed Map No. Lot
2. State existingfuse and occupancy of premises and intend PO use and occupancy of proposed construction:
a. Existing use and occupancy 4a wil lam„ resp �
b. Intended use and occupancy .5'a"n w/ olc.�Gt Choc
3. Nature of work(check which applicable):New Building (i 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 fa J-/- Rear j 0 4/- Depth L _01,/-
Height ' 0 ��- Number of Stories 1
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear cO a Depth 3`�
Height /,510 ' //— Number of Stories l
p _5-d- -7
9. Size of lot: Front /. 3 S Rear LLL- (� / De th
10. Date of Purchase Name of Former Owner j
11. Zone or use district in which premises are situated �- 7
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO '>6
13. Will lot be re-graded?YES NOWill excess fill be removed from premises?YES NOX
14.Names of Owner of premises l2 S9,-tZ- Address P, 'iO✓1 i L Phone No.
Name of Architect VXa-Qt4Z-- Address Phone No
Name of Contractor SKi q L_ o(t Maui(J iAddress Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO-C
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY$E,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�
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF
pa"VN� t—wgy' being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contrac^�t-))above named,
(S)He is the
(Contractor,Age4 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 to before me thi
day of 20_&
-L (64\ek. CONNIE BUNCHNei
Notary Public,State offNew York
Notary Public No.01BU6185050 Si e of Applicant
QuaNiied in suffolk County
Commission Expires April 14,20a O
Scott A. Russell ,��°su k� ST0]kMWA\T]E1k
SUPERVISOR MAN LENT
SOUTHOLD TOWN HALL-P.O.Box 1179 �
53095 Main Road-SOUTHOLD,NEW YORK 1-1971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT IIVOLVIE ANY OF THE FOLLOWING:
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.
❑ B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑E� 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❑[ E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
PF. 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 Tag 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 witF your Building Permit Application.
APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date-
/ Distract k
NAME Gl V) IQ�r
Sec ion —Block
of
FOR BUILDING DEPARTMENT USE ONLY****
Contact Information /��ii 7 It
(Telephone Numbed
Reviewed By: n'"{
Date:
Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — —
o?�-IJ� Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
Stormwater Management Control Plan is Required.
(Forward io Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
�- pF SO�TyOI
- � o
Town Hall Annex [ Telephone(631)765-1802
54375 Main Road ,ax(63!S)
P.O.Box 1179 • 0 roger-richert IO0U5t�i01d.ny.us
Southold,NY 11971-0959
Ultt`I,
BUILDING DEPARTMENT
TOWN OF SOU FHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name: F-IfLTRIC.,
Name:
License No.: I
Address: Al2J AAC LUlf ( G, 0
Phone No.: m C
JOBSITE (NFORMATION: (*Indicates required information)
*Name: CA SSe r
*Address: I q rjUC
*Cross Street: IRtf- , j J
*Phone No.: _ (D61 - �7 - rj L 42
Permit No.:
Tax-Map District: 1000 Section: '"] Block: Lot:
r
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply) o
Is job ready for inspection: YES/ NORough In Final
*Do-you need a Temp Certificate: YES/ NO
Temp Information (If needed)
"Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
'New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
5�
82=Request for inspection Form es C � � � t4` tqlf
r
r.
r
P
� ^ r
�r
k
4
1 1
P
r fi
1 �
111 !
•a... � °tib �' ;.
�` t ,.
r` r rj
s
A
i 1
r w �
i � 1
Ac' 4 .h 1/' y*1
•V
S
17
* r l
PL
dr ear
r
mom, s jai; � oY� �ft
x �.
E
;;�,r r � � '��x �• ��,�F���� _ice
z
ay
n
3
+
:k
y
r
s.
I
� a
t i -
..
401,
- r
_ 4L
i
- rte '
t
� a
f
t
w.
r
*� 4
r�
r
r
• 1'' J
of
a
R• ,
it V s
I'.
a� •9'eked. � „
u�
r
„x9ti
r
5
z
I
x �
a
' gg
�3k � k � � L 3 •. 6 f _ s� .d..
w
f - - AeT" p,
AV
' T P
P]]
y
v s ,
K
9
#
a "
Als,
r
x
Y
Z e
`i
a
y aj
i
a;
<r
NORTH FORK DRYWALL& INSULATION
c Post Office Box 1230•Mattituck,New York 11952
® (631)298-5451 Phone•(631)298-7326 Fax
Barry Murphy Cell(631) 04-8511
•Drywall
• •Insulation nfdi@optonline.net
• � • Steel Studs
•Ac®ustical Ceilings 0 20 l
M � � -
9
1
D 2C
$U=ING DEPT.
TOWN OF 38
6 !.
TOWN OF SOUTHOLD P20 ERT'Y ,A-1, CARD oft,oil-
w - - �� � �
OWNER STREET
VILLAGE DIST. SUB. LOT
E1?a-wA-aJWer AeevRv s o 9.' A, g='awl ov'�
FORMER OWNER ' +Qabl-' 7 e N E ACR.
I,.,
� :oars .,it it �� wf . 91
/y9 �rc�i;cer � LS,7iJrYxatj� S W TYPE OF BUILDING
u) RES, SEAS, VL. FARM COMM. CB. MICS. -Mkt. Value
"' LAND IMP. TOTAL PATE REMARKS
W `
LO
Ln
a (� f / 7 y �'sa :S�vl��I.f"ooa Sk�'.te'f"�67 — d�� ia/�
A -
r�o
O - 2 �f . � " ST,IJA frrrr� Q'e•-
cn
/ .�-�-:� �,3`, e /baa .� rZ r _ r :�
f• k. R,4-
Vu. 2-12- : 0 1 1 im a w o%0 r zo,ern
t to -7 l o I a Dz- L 1221 5 ibk - Webb 7t osser
LO
Lo
L
Lo
n
r+
m
LO
c
Tillable FRONTAGE ON WATER ,
Woodland FRONTAGE ON ROAD
m Meadowland DEPTH,
kD
House Plot BULKHEAD
m
Total
1
. ■■■■■i■■■■■■■■! ■!■tea■■■■
Rk
.. - ■■i■i■■�anlis■iii■lii�■■■■il■■
■■■olimmu■ !■■■1■�■■■■■■� .
■��I■■■■■!■■■■■■■iii■!!■l�!■
■ : . �■■■■�lY■■■■`�!■■iii■■a�!■■■■:!■i
��■■■■■■ ■■■■i■ ■ii■■■m■■i■i
Basement
Ext. Walls Interior
Fire Place .•
Tvpe Roof
be Rooms 2nd Floor
■
i
i .
SURVEY OF PROPERTY
a AT PECONIC
TOWN OF S'O UTHOLD
=
SUFFOLK COUNTY NE-W YORK
� ,. 1000-74-01-44.2
e
SCALE: 1"=40'
JULY 29, 2002
AUG. 7, 2002 fcertilicalion- I
r'
a ti
s o_
-Am-$
i
150_ ,�Wz .
Aoc
lI: cr
o
ij
CERTIFIED TO,
HSBC MORTGAGE CORP. F Z
FIDELITY NA TONAL TI TLE INSURANCE
COMPANY OF NEW YORK \
FREDERICK GLASSER
ELEANOR GLASSER
r
ARiEA*40,012 SF, 1144-- N.Y.S. LIC. ND. 49618
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 6--MC1NUMElVT CDNIC UEYORS, P.C.
GF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, (631) 765 — 5020 FAX:(631) 765-1797
EXCEPT AS PER, SECTION- 7209—SUBDIVISION•2. ALL CERTIFICATMNS" LPT NQM-4tRS-REFER Ta 'NAEP OF PECUNIC KNOLLS' P. a BDX, 90.9
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF tL ,jN THE �W_' jLK CCUNTY CLERK'S DFFICE LIN 1230 TRAVELER STREET
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR $ fi t, 1977 AS FI-LE ND. 6607, SDUTHDLD, N.Y. 11971 02 - 255
WHOSE SIGNATURE APPEARS HEREON;, _ , .<
i
APPROVED AS NOTED
DATE: I Z 6.P.# L�
FEE: UIBY: COMPLY WITH ALL CODES OF
NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE &TOWN CODES OCCUPANCY OR
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS: . AS REQUIRED AND CONDITIONS OF USE i� UNLAWFUL
1. FOUNDATION - TWO REQUIREDwau �,
FOR POURED CONCRETE WITHOUT CERTIFICA"
2. ROUGH - FRAMING & PLUMBING
3. INSULATION S OF OCCUPANCY
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O. . . .
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
DO NOT PROCEED WITH
TRUSS PLACARDING REQUIRED j , FRAMING"UNTILSURVEY
s OFFOUNDATION LOCATION
ELECTRICAL t>> HAS BEEN}APPR_OVED .
RETAIN STORM WATER RUNOFF - INSP'EC'TION REQUIRE®
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
i
34 BUILDER �w
N
6' _I— g' ►1— g' — g' q ' 1 nmomink x
r
�,-7„ 9,-5„ rwj
s
�u
2-2X10 #1 SYP
TRUSS CARRIERS
NEW BUILDING SPECIFICATIONS /
22' X 34' X 10'4” POST & FRAME BUILDING DESIGN
Lw O
0-18" X 8" CONCRETE FOOTINGS (TYP) /
(5301 LB CAP; 3840 LB COLUMN WT) >
102-3'0" X 6'8" 9-LTTE FIBERGLASS ENTRY DOORS o
c o ¢
z 1-16' X 8' STEEL INSULATED OVERHEAD DOOR Q cn
W/WINDOWS o o Q
1-16' X 8'9" FRAMED OPENING FOR OVERHEAD Y J
❑ DOOR Q -t
3 6-3' X 2' THERMALPANE AWNING WINDOWS N cn
N CO N
® -3 PLY 2X6 GLU-LAM POSTS 8' OC (TYP) 0 3
N -D
N 2X6 TREATED GROUND CONTACT SKIRT BOARD N OWNER
2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC
2-2X10 #1 SYP TRUSS CARRIERS 08' SPANS Lu
(517 PLF CAP; 480 PLF ROOF LOAD) it Z
TRUSS CARRIER TO POST= AW GRK STRUCTURAL SCREWS
7 OEA.POST (2 PER SPLICE MIN.) 2331 SHEAR RATING U z
PRE-ENGINEERED ROOF TRUSSES-
4/12 PITCH, 48" OC, 30-5-5 LOADING
/ 5 ROWS 2X4 BOTTOM CHORD LATERAL BRACING(55" OC) O cc Z Z
H-10A HURRICANE CLIPS
29 GA 0-100 PAINTED STEEL ROOFING & SIDING O
L GABLE POSTS T1-11 SIDING ON FRONT SIDE & LEFT GABLE ® uj O
XTEND TO TOP 12" EAVE & GABLE OVERHANG WITH VENTED SOFFIT W = W
F ROOF TRUSS & PAINTED STEEL FASCIA a: Lo Q"
12" PAINTED STEEL VENTED RIDGECAP LL
T'
rq
N
2-2X10 #1 SYP L31
TRUSS CARRIERS � ALL INFORMATION SHOWN
ON TOS DRAWNG IS THE
dm PROPERTY OF SHIRK
POLE BUILDINGS LLC
THI
RAINING MAY NOT
-O-" _ — _ " —� BE:S DREPRODUCED WTHOUT
• PERMISSION BUILDER AND
T , I j O -T OWNER ARE RESPONSIBLE
•► ► 8 it TO VERIFY ALL DIMENSIONS
`t BEFORE CONSTRUCTION
34' s, IY6iD8!!P� DRAM BY ALS
- �s/®�s REVIEW
.•• aQP �O �j� VISIONS
FLOOR PLAN RE
�� P•� pF .o���
e
SCALE: 1/4" = 1'0" DATE 2/22/16
Ar Y i s m:
:D, SITE GLASSER
2�' : ` FLOOR PLAN
BUILDER
c
28 GA. PAINTED 12 _ u
4� a
STEEL 1Z"X6"
HEMMED FASCIA T1-11 YELLO
8W c �a
1' 2GA. 6" 2GA. PAINTED STEEL 1.
1111111 PINE SIDING d
8 �
PAINTED STEEL WALL PANELS 16'0" X 8'9"
CORNER TRIM ATTACHED W/ SCREWS
F-1 El
DESIGN
LLT O
o OVERHEAD DOOR
36" x 24" 36" x 24" 36" x 24" c0
THERMAL PANE THERMAL PANE THERMAL PANEjt� Q
WINDOW WINDOW WINDOW LASE p
ANGLE c Q
0) 0a
fl- aT
Q
o O c
Y J
En
BACK SIDEWALL LEFT ENDWALLdo `n
SCALE: 3/16" = 1'0" SCALE: 3/16" = 1'0" a
28 GA. PAINTED STEEL --D
12" RIDGECAP(VENTED) OWNER
28 GA.
PAINTED STEEL Z
4�' 6" RAKE TRIM W
SCREWDOWN ROOF 28 GA PAINTED
P ASTEEL DOUBLE
ANGLE Z TRIM
1 1 az
�
16'0 X 8'0" W W
= W
ElE--100000El Cr Lo
o OVERHEAD DOOR
0 6 2 ' 6' x 2 ° 6' x 2 " u
TH R A RAPE 04
TH R A Al'E H R A A
N 0 WN O WN 0
ALL INFORMATION SHONN
ON THIS DRAWNG IS THE
III Jill I PROPERTY OF SHIRK
POLE BUILDINGS LLC
3'0"X 6'8" 3'0"X 6'8" THIS DRAWING MAY NOT
9 LITE BE REPRODUCED WTHOUT
9 LITE PERMISSON BUILDER AND
ENTRY FRONT SIDEWALL ENTRY OMER ARE RESPONSBLE
DOOR DOOR RIGHT E N D W A L L TO VERIFY ALL DINENSONS
BEFORE CONSTRUCTION
SCALE: 3/16" = 1'0" SCALE: 3/16" �so� ' °ceore'��' DRAMREVBY ALS
REVISIONS
Pi
DATE 2/22/16
T*
e SITE GLASSER
Zz'ELEVATIONS
J.�'���.••°• 142 . ?��s //�/\\\
pih� ESSlON���\\
BUILDER
•A. I I I a
FARMRIOGEIGIP a NAILS 2X4 R0PERI.IN m Zr
2'*E9ERIITE ROOF TRUSS PER TRUSS 20 STEEL RROO�FING
VENTED OR p H
�SCRE]p G\STRUCRRAL
SEALTRE AINTEO STEEL CAL.B2 'X.12O 2X4 ROOF 2 v
RAI4 C
CLOSRATE 2X4 GMT OR PET3IN ARS PURLIN WALL
STRIPS ON CEMFR k{•p PFIVD7IED 7 'n
TRUSS 2X6 ® a
4-3��f.120 9G1f1115 W 4
tYYFATFRRIE GALV.NAILS NTD • METAL SIDING VENTED O S a
2 ROOFf/F� PANTED SCREWS OVERHEAD pg� SOFFIT u
POWB'ON CENTER SIRU11 �RAL DOOR OVERHEAD _ FTN TRYI
DOOR WFATINERSTRIP
SIDIl10 n
12'RIDGE CAP METAL SIDINO • ROOF PURUN ORK 6TRUCT1RAL
DETNL ROOFING FA3TENER6 FASTEF 0ETA0. 6CNEW TO POST OVERHEAD DOOR GABLE OVERHANG �
CARIBER FASTENER DETAIL HEADER DETAe. DETAIL
sCALB 1/2'—TV SOLE:1/Y— 1.0' SCALE: 1/Y- 1'0' SCALE 1/2•- 1'D' SOLE:1/2'- 1'0'
DESIGN
W O
/ WALL POST PANTED STEEL
ROOFING
WALL POST 0)
WAILoff PER 2X4 ROOF PEIiLN J"DDDR J2X6 FACE BOARD > >
a
dILVA18�D OF 0
FA� C C Q
t SCRElAS I Q 0 LL
O
OOF
GALV. 4 KAU PER G&PLANTED STEEL R 7D.M
Y JF�ICFI SmE �T cn
d- In
2X6METAL O
SIDEWALL GIRT BLOCK TRUSS TO TE 6LOCK ENTRY DOOR 12'FAVp��WNANO O,
FASTENING DETAIL FASTENER DETAIL LE.1 DETAO.
SCALE:1/2'-1.0 SCALE 1/2'- 1'0• SCALE.1/2'- 1'C scxE•: 1/2'- T'o'
,,SIM• � � � OWNER
28 GAL PAINTED
ui
`�Y CHORD SCREWSROOFING ASH RS 11
Z
PERMANENT LATERAL W
BRACING (SEE TRUSS 2X4 SPIF DIACONAL BRACE (i) Z
WG FOR SPACING) FROM RDGEU E 10 BDIH EAYES
FACE BOARD11 ROOF TRUSSES
N
2X8 SPF
2X4 ROOF 4B'OC. Z
24'OC PA@RFD 'E�
FASCIA v Z O
�NTm W = W
PRE—ENGINEERED PANES }, SYP TRuss CARRR36 INTO POST = Lp a
TRUSSES 4B•Oc. STEEL LL
H-10A HURRICANE CLI F&J 7NM T
2X4 SPF SIDEWALL GIRTS 24'OC. (V
2—zX10/1 SYP TRUSS CARRIERS
WALL BRACING REDUIlE.l1ETlT5:
ALL INFORMATION s+ovM
28 GA.
3 PLY 2X6 CLLI—IAM WALL BRACING PANELS INSTALL UlO EXTFTeOR AWPA U1 TREATED POSTS W GC.TMP. ON TAS DRAwNG IS THE
PosTS B• Oc.TMP. REGUIREMENTS: OF WALL PURLBLS SCREWS PROPERTY OF SHIRK
28 STRUCTURAL
STEEL SIDIN POLE BUILDINGS LLC
2X4 SPF WALL GIRTS 24' PANELS INSTILM THIS DRAWING MAY NOT
WITH SCREW 13E REPRODUCED WITHOUT
GRADE PERMISSION BUILDER AND
BADE 111 AIf18i/�� OWNER ARE RESPONSIBLE
TO VOZFY ALL DIMENSIONS
GRADE(QOM 4'-4 PSI 2X8 SKIRT
FR6BiEBOARD PRESSURE TREATED .SRP GROUND CONT a�aa` O• •��1'YJ'a'�Ales BEFORE
BY GALS TION
OF O€� ��.'.�P.P;• OPp�.y0 'oDRAM
REVIEW
3/4•sF"E eAs� MBC
P L \i� ��// .Q y.._ gym:
3000 PSI.CONCRETE F7XITING \/ / /\\/X\,3000 PSF SOIL//\\//\\// \/ ON FLOOR PUW)/ �\\\j/ \\j o [L DATE 2/22/16
(SEE SIZE ON FLOOR PLAN) \\ _ _ \\\�\��\\�\�\h\/\\ ;: \Y\\ \h�i\��\�/\\\ Z 2
i\ /� \ \ \ \ \ \ \ r: \ \ \h N J SITE:GLASSER
14`4,.•° �� SECTIONS
TYPICAL FRAME \ \ \ \ \/T\ \ \ \ \j TYPICAL FRAME �\\ \ \// '�e�s'�i9..' x,43`1 e
SECTION ./i. /i. ./i. 3
SECTION i//n//i�/ ��e F •SIONP e�� A
(ENDWALL VIEW) (SIDEWALL VIEW) n'°doa aaaRLROTI"`` 4SCALE: 1/4" = 1'0' SCALE: 1/4" = 1'0`
BUILDER
BUILDING DESIGN NOTES AND DETAILS
` A41 GRADING & EXCAVATIONA4.8 CONCRETE FLOOR(OPTIONAL) off
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE _
SURFACE WATER AWAY FROM BUILDING FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN -+
NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS a
LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED
A4 2 FOOTINGS BUILDING USE= STORAGE a a
O
STANDARD DEPTH FOR FOOTING EXCAVATIONIS 44" FROM FINSIH FLOOR HEIGHT USE GROUP=U d
EXPOSURE CATEGORY= C v
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, HEIGHT & AREA LIMITATIONS=58 UNPROTECTED
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN "
FOLLOWED DRY MIX CONCRETE HYDRATED IN—SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1
OTHERWISE SPECIFIED
A4 3 FRAMING TOTAL FLOOR AREA (SQ FT)=748 DESIGN
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE BUILDING VOLUME (CU FT)=8976 LJ 0
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND co
YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM FB=2150, FC=2050 LUMBER GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE. a> >
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF o Q
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A. @48" BELOW GRADE UNLESS NOTED OTHERWISE Q
USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, 60 CCA MINIMUM AND 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS Q cp
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP 0 a
A4 4 ROOF TRUSSES
A410 APPLICABLE BUILDING CODES Y J C
cn
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES d `t cn
O
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE 2010 RESIDENTIAL CODE OF NEW YORK STATE cn l o
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS A411 DESIGN CRITERIA
SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING
OF 120" OC OR AS REQUIRED PER ROOF TRUSS DESIGN THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 OWNER
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502 11 1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION)
& IBC 107.3 4 1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS)
A4 5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) CC Z
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) W 5 }
ANO INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-05) (j) Z
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII)
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN
ACCORDANCE WITH IBC SECTION 230491, 2308101, AND 2308 10 6 A412 WARRANTY NOTES Z
A4 6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR 0 Z O
EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAO BUILDINGS, 2009 IBC AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN ® W
2308.9 3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND W Z
POST REQUIREMENTS& POST TO FOOTING CONNECTION ALL FRAMING CONNECTIONS ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC Lo
Lu
SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED NAILS USED SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: LL 0.
IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED, ASTM A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY r
N
153 PLATED 1 2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE THE MINIMUM STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES,
AMOUNT OF 120 NAILS IN 2X4 ROOF PERLINS IS 2 THE MINIMUM AMOUNT OF 12D PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS
NAILS IN 2X4 WALL GIRTS IS 3 THE MINIMUM # OF 12D NAILS IN 12' STRUCTURAL SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE ALL INFORMATION SHO M
ON THIS TIMBER IS 1 PER 2" BOARD WIDTH PROPPEERTTYY OOF TH TRUSS CARRIER CONNECTION TO POST J%4" ADDING ADDITIONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC Is THE
PF SHIRK
GRK RSS STRUCTURAL SCREWS SCREW VALUES, SHEAR STRENGTH=1328 LB, STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS POLE BUILDINGS LLC
THS ORAYANG MAY NOT
TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING BEREPRODUCED WTHOUT
LBS, MIN BENDING ANGLE=35' FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS PERMIS ON BUILDER AND
A4 7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED NOT APPROVED BY A CERTIFIED ENGINEER To� AARELL DDWENsws
WITH #9
COLOR MATCHING SCREWS FASTEENERS SHALLD, METAL COMPLY WITH
THE ROOFINGN&ESIDING `,aeE6l�t.et e�.e.c�pjossd® DRAM BY NATLRS cnoN
MFG'S REQUIREMENTS METAL SIDING AND ROOFING SHALL BE WARRANTED ``��Q�,. Pp.,, o��� REVIEW
#1 GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED e GJ� F�y�:p i REVISIONS
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT r C¢ y
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT, n ZD:'W DATE 2/22/16
BOTTOM EDGE OF STANDARD ROOFING MATERIALS :ZIT JIITE GL SSER
2`
�':,���A9 .• 142_,•�t���e�•
A 4
trruunt+�+�°
Job Truss Truss Type Qty Ply NY 120mph
126151184 t
6603047 T1 FINK 1 1
Job Reference(optional)
Superior Trusses, Ephrata,PA 17522 7.530 s Jul 112014 Mi Tek Industries,Inc Fn Mar 04 08 53 33 2016 Page 1
ID LvmlMgZIHPBjx?sHbYcRF4zeLux-vwE4gLngkigb1Y33gbhJAdOb88JgESx1Cj5F0azeLoG
ra10.8 60.2 11-0.0 15-11-14 22-a0 22-10.8
0.10.8 60.2 4-11-14 4-11-14 E0.2 alae
Scale=1.39 0
46=
4 00 12
2x4\\ 2x4
6
ink 2 7
0 0
10 9 8
4x6= 3x4 = 4x6= 3x4= 4x6=
7-7-4 14-412 22-0.0
7-7-4 69.8 7-7-4
Plate Offsets(X Y)- f2 0-2-6 Edgel f6 0-2-6 Edael f8 0-1-12 0-1-81 110 0-1-120-1-81
LOADING(pso SPACING- 4-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.91 Vert(LL) -030 8-10 >854 240 MT20 197/144
(Roof Snow--30.0) Lumber Increase 1.15 BC 0.92 Vert(TL) -0.49 6-8 >530 180
BCDL 5.0 Rep Stress]nor NO WB 0.29 HOrz(TL) 0.14 6 n/a n/a
BCDL 0.0
BCDL 5.0 Code IBC20091TPI2007 (Matnx) Wnd(LL) 0.29 8-10 >891 360 Weight 70 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SPF 1650F 1 3E TOP CHORD 2-0-0 cc purlins(2-3-7 max.)
BOT CHORD 2x4 SPF 1650F 1.3E (Switched from sheeted Spacing>2-8-0)
WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 4-7-10 cc bracing.
REACTIONS. (Ib/size) 2=1878/0-6.0,6=1878/0-6-0
Max Horz 2=167(LC 8)
Max Uplift2=1178(LC 9),6=1178(LC 9)
FORCES. (lb)-Max.Comp./Max Ten -All forces 250(lb)or less except when shown
TOP CHORD 2-3=-4047/2302,34=3500/2082,45=3500/2082,5-6=-4047/2301
BOT CHORD 2-10=2000/3703,8-1 0=1 19312509,6-8=2000/3703
WEBS 3-10=-941/649,4-10=569/1191,4-8=569/1191,5-8=-941/649
NOTES-
1)Wind ASCE 7-05,120mph,TCDL=3.Opsf,BCDL=3.Opsf,h=25ft;B=45ft,L=24ft;eave=oft,Cat II,Exp C;enclosed,MWFRS(all
heights);cantilever left and right exposed,end vertical left and right exposed,Lumber DOL=1.60 plate gnp DOL=1.60
2)TCLL ASCE 7-05;Pf=30.0 psf(flat roof snow),Category II,Exp C,Fully Exp,Ct=1.2
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20 0 psf or 1.00 times flat roof load of 30.0 psf on overhangs
non-concurrent with other live loads.
5)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify
adequacy of top chord dead load.
6)Plates checked for a plus or minus 0 degree rotation about its center.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(it--lb)2=1178, �t 01F Nlei
6=1178. V
9)"Semi-ngid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �Q° J��GARO f 0
10)Graphical pudin representation does not depict the size or the onentation of the pudin along the top and/or bottom chord.
d cc
LU
oBOOS"
S10 VX
March 4,2016
WARNING-Nerdy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE MX7473 rev.10/032015 BEFORE USE. ��
Design valid for use only voth MiTek®connectors This design is based only upon parameters shown,and is for an individual building component,not
a truss system Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall j��
budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing
��°
is oNvoys required for stabilly and to prevent collapse vnth possible personal injury and property damage For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systema,see ANSI[IPiT QuaOry Criteria,DS&89 and BCSI Building Component 16023 Swngley Ridge Rd
Safety Information available from Truss Plate Institute,218 N Lee Street,Suite 312,Alexandra,VA 22314 Chesterfield,NO 63017
, BUILDER
:.� N
6' -�- 8' 8' 8'
'n
DQ I
r
l4
V,
2-2X10 #1 SYP 7
Fn
TRUSS CARRIERS
NEW BUILDING SPECIFICATIONS Tk0 i6
22' X 34' X 10'4" POST & FRAME BUI1 21NG
DESIGN
0-18" X 8" CONCRETE FOOTINGS (TYP) w 0
(5301 LB CAP; 3840 LB COLUMN WT) / co
01 2-3'0" X 6'8" 9-LffE FIBERGLASS ENTRY DOORS ��� > Q
2 1-16' X 8' STEEL INSULATED OVERHEAD DOORe:p c: <
W/WINDOWS a o
1-16' X 8'9" FRAMED OPENING FOR OVERHEAD 0-
DOOR Y�
❑3 6-3 X 2' THERMALPANE AWNING WINDOWSN =� Q -.cn
0
® -3 PLY 2X6 GLU-LAM POSTS 8' OC (TYP) � "� o
T
N CO D 2X6 TREATED GROUND CONTACT SKIRT BOARD N 7:1
N 2X4 SPRUCE WALL TRUSS
C ROOF 08' S 24" OC �/,�o(\n�
N OWNER
2-2X10 #1 SYP TRUSS CARRIERS OS' SPANS i D
(517 PLF CAP; 480 PLF ROOF LOAD) LJ1
TRUSS CARRIER TO POST= A"X4' GRK STRUCTURAL SCREWS, s Z
7 OEA.POST (2 PER SPLICE MIN.) 2331 SHEM PATI
PRE-ENGINEERED ROOF TRUSSES- AUG ® � 20�� N Z
4/12 PITCH, 48" OC, 30-5-5 LOADING N
5 ROWS 2X4 BOTTOM CHORD LATERAL BRACING(55" OC)
/ H-10A HURRICANE CUPS > V
29 GA G-100 PAINTED STEEL ROOFING & SIDING- ISUEDINGDF.M m Z
12" EAVE do GABLE OVERHANG WITH VENTED SOFFITC5 z
ILL GABLE PO12 " PANTED PAINTED
STEEL EEL FASCIA
XT RIDGECAP 'rOWI�T OF SOIJTHOE.D W = W
F ROOF TRUSS / INTERIOR FINISHF
R-30 FIBERGLASS CEILING INSULATION LLL C a
29 GA. WHITE STEEL LINER PANEL ON CEILING *'
�
Q1N
� 3 2-2X10 #1 SYP � ^
TRUSS CARRIERS ALL INFORMATION SHOM
ON THIS DRAWING IS THE
PROPERTY OF SHIRK
POLE BUILDINGS LLC
THIS DRAWING MAY NOT
- - -0- - - -0- - - - BE PR� YATHouTCOMULDER AND
2 , -� ONNER ARE RESPONSIBLE
TO VEPoFY ALL DWENSCNS
IIJJ I �,111� p� BEFORE CONSTRUCTION
3 4' \\ O 'N �/''�I�i DRAWN BY ALS
\��.•••� C♦P yO�iREVIEW
3/4" PLYWOOD FOR ALL WINDOWS CUT TO THE SIZE FLOOR PLAN ?�� P Ftiy�� REVISIONS
OF THE WINDOWS TO BE ON SITE TO COVER THE -: �G=
m•
n SCALE: 1 4" 1'0" DATE 2/22/16
= ��' s
WINDOWS FOR HURRICANES (PROVIDED BY OTHERS) = SITE GLASSER
L ,• _�:
p FLOOR PLAN
4.off; spo%' �(9��
`� A � 1
BUILDER
pE
28 GA. PAINTED 41 e
STEEL 112"X6"
HEMMED FASCIA
1' 28 GA. 6" 28 GA. PAINTED STEEL
PAINTED STEEL WALL PANELS 1 16'0" X 8'9"
CORNER TRIM ATTACHED W/ SCREWS
El F-1 1:11:1 El 1:1 El F-1 DESIGN
o OVERHEAD DOOR
36" x 24" 36" x 24" 36" x 24" (O
THERMAL PANE THERMAL PANE THERMAL PANE j CT7
WINDOW WINDOW WINDOW SASE - o Q
ANGLE C Q
o a-
a a'
0 0 rn
BACK SIDEWALL LEFT ENDWALL Q o .cn
Ln M E
SCALE: 3/16" = 1'0" SCALE: 3/16" = 1'0" a
28 GA._PAINTED STEEL
12" RIDGECAP(VENTED) OWNER
28 GA
PAINTED STEEL W
1 16 A. I L 4� 6" RAKE TRIM Z
GA
, Em
SCREWDOWN ROOF I W }
P STEEL A 28 EL,DOUBLE PAINTED N Z
_ ANGLE Z TRIM N
1 _C'3QJJJ Z 00
16'0" X 8'0" 0W
W = W
� 000000 � aha
aEM OVERHEAD DOOR r
0 36" x 24" 36" x 24" 36" x 24" N
THERMAL PANE THERMAL PANE THERMAL PANE
WINDOW WINDOW WINDOW
ALL INFORMATIQV 9iOMN
ON IHIS DRAWNG IS THE
PROPERTY OF SHIRK
POLE BUILDINGS LLC
3-0"X 6'6" 3'0"X 6'6" THIS ORAWNG MAY NOT
9 LITE 9 LITE BE REPRODUCED MITHOJT
PERMISSION BUILDER AND
ENTRY ENTRY OMNER ARE RESPONSIBLE
DOOR FRONT SI D EWALL DOOR RIGHT E N D W A L L TO VERIFY ALL DIMENSIONS
BEFORE CONSTRUCTION
SCALE: 3/16" = 1'0" SCALE: 3/16"
ii N /� REVIEW
♦ '"�. y''��j REVISIONS
♦��,`P •
yo Pp O
y
�G.
S SITE GLASSER
tri �i ELEVATIONS
J
'���4ii��FES ONi ii���♦ A � 2
h qi
r• > BUILDER
PARTED RIOGEN'AP 6 NAILS 2X4 ROOF PF16NEr
?S OIL RORTID Q
2WATERTITE ROOF TRUSS PER�� S11f1 ROOFING N
Mao",
F/VL7TE� PARTED SCIE7N4 4AINTEDG2-X1202X4 ROOF RAKE Z ORT OR PER1N CAL.NMLSZ PURLN WALL 2X6 F PAfNIFD �STRIPS 4'ON CENTER 7(4'OIM Q „
- 4-311X720 a
YV 2X6
1'MEATERRIE OAL.NALLS LICE INTO " �T"L Io VENTEDHEAD p a
2X4 'A� PARTED SCREWS 3TRUCTlRAL DOOR TRBI �+E SOFFR u
pow 0'ON CENTER POST OVERHEAD Fml 711W
�Sl'P WEATHER
RIP
'UDING
12'RIDGE CAP PETAL lDINO • ROOF PURLIN i� ORK lTRUCTURAL
DETAIL ROOFlNO FAlTENERS FA6TENINO DETA0. !CREW TO POST OVERHEAD DOOR CABLE OVERHANO
'WdiR:R _FASTENER DETAIL HEADER DETAL DETAIL
SCALE 1/2"-1.O' SCALE 1/2'- 1.0' soma 1/Y- 1'0' SCALE 1/2'- 1'0' SCALE 1/2'- 1.0" SCALE. 1/2"- 110'
DESIGN
W O
WALL POST PAINTED STEEL T1 RDOFM O
I
WALL POST 2X4 ROOF PERLIN DOOR M 2X6 FACE BOARD Q) > �
CALV.17A1.S PER TRUSA2X4 WALL WNALSPOt
Q
FASCIA C Q
PAINTlED
K (1ROOF QCIIGLV. GA PANNED STEMC11AMiElYJ RFFI
POST Q cn
2X6 METAL SIDINGu) O 'pq _ ._
FOASTENIIMO DETAIL GIRTBLOCK �FIg6TENER DETAIOL K may®p 12'EAVE OVERNANO
DEruL 0
T
SCAM 1/2'- 1.0' SCALE: 1/2'- 1'0' sGME: 1/2'- 1'0' SCALE 1/2-- 1'0' 0
OWNER
20 ca PUNTED STEEL.
W
NG
2X4 BOTTOM CHORD
SEWS I� AI�ED� W z �
PERMANENT LATERAL
BRACING(SEE TRUSS 11 2X4 SOF DIAGONAL BRACE Z
WO FOR SPACING) MC6 SPF FlO11 RINE TO BOTH EAVES
2X4
FACE BOARD ROOF TRUSSES r V
PLANTED 4e'OC:
FAS C14 0 Z O
R- INSULATKN ON VENTED 0 W V
2D PAINTED STEELumin
upm t PANEL.CELING
TI W
PRE-ENGINEERED PA11ElS }1 SVP muss INPOST a
TRUSSES 46"OC. STEEL LLL
H-10A HUWOCJlNE Cu F&N mIM 7-
2X4 SPF SIDEXALL GNRIS 24.OC. (V
2-2x10 /1 SYP TRUSS CARRIERS
WALL BRACING REDUlRFaIENfiS:
2B G&STRUCTURAL STEEL
3 PLY 2X6 GLU-LAM WALL BRACING PANELS INSTALLED TO EXIF ALL HIS ORAVWN IS THE
`- POSES e• OC.TPP. REJGUIRDIEHES: OF WALL PURUIS WITH SCREWS AWPA Ut TREATED POSTS 6'OC.TPP. ON PROPERTY A OF SHIRK
2�STT T _ POLE BUILDINGS LLC
STEEL SIDIN THIS
DRAN7NG MAY NOT
2X4 SPF WALL gRIS 24" PAIt•15 BE REPRODUCED WEHDUT
WRA SCREW PERMISSION BUILDER AND
GRADE G1i'ADE OWNER ARE RESPONSIBLE
TRE
TO
GRADE BOTTOLt 4�"►1-401E00 PSI 2SYP X6 SKIRT
BOARD PRESSURE
OOHT ��4�4`, " F�N`F`(vey�i�' DRAMBEFORE BY ALS non
( (6Ptp
\/\/\/\/\ \ \ \ \ ��'`P•••••_ OPNO'• Q REVIEW
/ //\\//\\//\�//\�/ ; P �iL'• r REVISIONS
3/4'� LABPI go-ILL \%/\% /\\/\\�/�j/\\�/\�/\\\/\\\/\\\/�\// \\/��/�/PSL/��//\//�\�/%\ \ _: G
GO
//i /i/i/;\!r,/./ice//�////// FDonNG sE>:slg/T/\/i\/i \/
3000 P51.CONCRETE FOOTING I i\\\/\\\ \\\\\\3000 PS�SO L\/\\ \ \\.ON FTAOR /\\ \ m
TRE
//\/ // / )j \/ \� • -v
(SEE SIZE ON FLOOR PLAN) \\ \��\��\��\��\��\\/\\ \\��\�h��\�\��\�/\\\ Z_I++ i � � DATE 2/22/16
SITE GLASSER
FRAME �O,q r7 qg".•'�C� SECTIONS
TYPICAL
SECTION AME ii\/ / / /1 / / /// (S ID EWAL b VIEW) i�//\\//i\1/ '� ii DOFFS ION ��``•
(ENDWALL VIEW) " rrhrpl 11fet�t A `
SCALE: 1/4" = 1.0" SCALE: 1/4- = 1 0 �J
F1A4
BUrLDING DESIGN NOTES AND DETAILS ( OL) BUILDERA4 8 CONCRETE FLOOR OPTINAGRADING & EXCAVATION N
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE a�
SURFACE WATER AWAY FROM BUILDING FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN
NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4 9 STRUCTURAL DESIGN PARAMETERS
LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED .
A4 2 FOOTINGS BUILDING USE= STORAGE s
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT USE GROUP=U S
EXPOSURE CATEGORY= C
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, d
HEIGHT & AREA LIMITATIONS=56 UNPROTECTED
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN �^
FOLLOWED DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1
OTHERWISE SPECIFIED
A4 3 FRAMING TOTAL FLOOR AREA (SQ FT)=748 DESIGN
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE BUILDING VOLUME (CU FT)=8976 � o
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND —
YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050 LUMBER GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE >
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF o Q
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, @48" BELOW GRADE UNLESS NOTED OTHERWISE. Q
USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, 60 CCA MINIMUM AND 30 PSF(LIVE) MIN.SNOW, 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. Q USE
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP 00 rn
A44 ROOF TRUSSES A410 APPLICABLE BUILDING CODES Y J
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES Q - •U'
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE 2010 RESIDENTIAL CODE OF NEW YORK STATE o
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERSE -
SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING A4 11 DESIGN CRITERIA:
OF 120" OC OR AS REQUIRED PER ROOF TRUSS DESIGN THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 OWNER
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.111 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION)
& IBC 107341 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) W
A45 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) CC Z
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10)
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-05)
Z
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII)
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN N
ACCORDANCE WTH IBC SECTION 2304 9.1, 2308 10.1, AND 2308 10 6 A412 WARRANTY NOTES a Z
A4 6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR Z O
EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN 0 W V
2308 9 3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND ui Z W
POST REQUIREMENTS& POST TO FOOTING CONNECTION ALL FRAMING CONNECTIONS ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. a: Lf) a
SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED, NAILS USED SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE (L
IN 60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED, ASTM A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY r-
153 PLATED 1 2 MIL SCREWS, ANDA 65 CLASS G 185 HARDWARE THE MINIMUM STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES,
AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2 THE MINIMUM AMOUNT OF 12D PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS N
NAILS IN 2X4 WALL GIRTS IS 3 THE MINIMUM # OF 12D NAILS IN 13" STRUCTURAL SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE ALL INFORMALCN SIO WN
' ,
TIMBER IS 1 PER 3" BOARD WIDTH TRUSS CARRIER CONNECTION TO POST- i%',x4" ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TOSATTIC ON THS ORAWNG is THE
PROPERTY OF SHIRK
GRK RSS STRUCTURAL SCREWS SCREW VALUES, SHEAR STRENGTH=1328 LB, STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS POLE BUILDINGS LLC
THIS DRAWING MAY NOT
TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING BE REPRCOUID WITHOUT
LBS, MIN BENDING ANGLE=35' FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS PERMISSON BUILDER Arlo
A47 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED OWNER ARE RESPCNSBIE
NOT APPROVED BY A CERTIFIED ENGINEER 1kitlfop TO VERIFY AU.DIMENSONS
WITH #9 WOODGRIP, 4" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED 0%,,` ,rill", BEFORE CONSTRUCTION
COLOR MATCHING SCREWS FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING ryis�i oRnvN eY ALs
MFG'S REQUIREMENTS METAL SIDING AND ROOFING SHALL BE WARRANTED ;��,�P,P. oPp .rQ��� REVIEW
#1 GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED /!i'•� REVISIONS
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100.
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT t C IQ M.
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT, s m?' zo: C DATE 2/22/16
BOTTOM EDGE OF STANDARD ROOFING MATERIALS . �:2
S SITE GLASSER
i . (j` DETAILS
��i�O �'• O 4'Z .•'��
'�"'A9OFES�00�````````` /Q\ 4
N46 29'00"W I G'
SITZ= PLAN
SCALE: 3 1' = 1 '-O"
SCTM: 1000-74- 1 -44.2
Information taken from
survey prepared by
OUTLINE OF BUILDING ENVELOPE John Metzcjer, Peconfc Surveyors, P.C.
— — ——"T—" ——"� FOR AGGESSORY STRUCTURE Southold, New York
I I dated July 29, 2002
-15' 0'
I I
PROPERTY AREAS:
{ ' Existing Lot area: 40,01 2 scl.ft-
PROPOSED NEW
I House $ Deck (existing): 3800 sd,.ft
GARAGE - 748 501.ft. Total area: 3800
Existing lot coverage: 9.4%
I i
Proposed New Garage: 748 sq.ft
I i
1 Total Area: 4548 scl,.ft.
� I I
I I i TOTAL LOT COVERAGE: 1 1 .3%
i I i
t I i Area of Construction Includes:
I I ! New Garage 748 5q.ft.
L o Gj J-�————�-- J
Extent of Construction: 748 scl.ft.
a °
Extent of Land Disturbance:
a .
850 sct.ft.+/-
v ° °
a
a "
v
a v °
a
a ° a
° e °.
a ° °
a
EXTEND DIRT
t GRAVEL DRIVE
EXISTING DECK
° TO REiviAIN
a 4
° Qa
a ° e
a °
a "
EXISTING HOUSE
TO REMAIN
- w
N
21
,511 3G' 1 1 1/2"
EXISTING DIRT
GRAVEL DRIVE
cq
- OUTLINE OF BUILDING ENVELOPE
PRINCIPLE STRUCTURE
z -
c -
s
O -
0
0
N
o m
O N
Ln
N
uJ
O
p p
p O
L 0
D z
rn -
O
O
O
5450 10'00"E 1 G 1 .35,
z
N
a
0
H EN RYi5 LANE
0
n
GLA55EDIN.,.. DNE51DENCE
ti
0
7
rn
0
Proposed Detached Garage
D RM9Frederick Glasser
rn NANCY DWYEK DESIGN CONSULTING, INC. s SHERMAN ENGINEERING NEW GARAGE 2195 Henrys Lane
•
Southold, ^!e:v York 631-765-8905 - S E C I & CONSULTING P.C. DWG: SITE
e ,OMa�°va esu°� Proposed Pe-conic, NY
ST.AUGUSTM,FL 32080 1000-74-1-44.2
631.831.3872SCALE: 3/32"= P-O" DATE: 4.5.201 G DY: NANCY DWYER