HomeMy WebLinkAbout45502-Z SUFF01kc r. Town of Southold out4/21/2021
0
P.O.Box 1179
CA
_ l 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41978 Date: 4/21/2021
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 2705 Eugenes Rd, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 97.-3-20.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/13/2020 pursuant to which Building Permit No. 45502 dated 11/25/2020
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:
accessoKya�rage as applied for.
The certificate is issued to Zuhoski,William&Stephanie
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
A t or zed Signature
SVFEot , TOWN OF SOUTHOLD
o� BUILDING DEPARTMENT
TOWN CLERKS OFFICE
oy.+ 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#: 45502 Date: 11/25/2020
Permission is hereby granted to:
Zuhoski, William
2705 Eugenes Rd
Cutchogue, NY 11935
To: construct accessory garage as applied for.
At premises located at:
2705 Eugenes Rd, Cutchogue
SCTM # 473889
Sec/Block/Lot#97.-3-20.2
Pursuant to application dated 11/13/2020 and approved by the Building Inspector.
To expire on 5/27/2022.
Fees:
ACCESSORY $412.00
CO -ACCESSORY BUILDING $50.00
Total: $462.00
Bui ' g nspector
SOF 500Ty l � --- --- --
_
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycouom '� 765-1802
INSPECTION
` /] FOUNDATION 1STf fs [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ]-.FIREPLACE & CHIMNEY [ ` ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
-[ ] ELECTRICAL (ROUGH), [- ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: ` oC ne'%-" 1�uvvtm tv Rafutv,49_
WAAPLO ktt/y
DATE1-O?/� INSPECTOR
�V (� apF S0l/lH
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
Y _ _INSPECTION
[ ] FOUNDATION IST . [, ] ROUGH PL13G.
[ ] FOUNDATION 2ND • [ ]ANSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ _] FIRE SAFETY=INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
v- A N;�A-1 blz::
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DATE INSPECTOR
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FIELD INSPECTION REPORT JDATE COMMENTS,
AIDA
FOUNDATION(IST) Q y
-------------------------------------
FOUNDATION(2ND)
O
ROUGH FRAMING& fy
PLUMBING
INSULATION PER N.Y.
STATE ENERGY CODE
-1
C�
C�
FINAL
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ADDITION CO ENTS
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o�°S�ffD� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
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Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 hiips://www.southo'fdtgMM.gov
Date Received
APPLICATION FOR BUILDING PERMIT _
For Office Use OnlyNOV 1
PERMIT NO. �/ Building Inspector: 3 Z0Z0
Applications and forms"must be filled"out in"their entirety.Incomplete - _ }p yp 7 k, ,p 'o
a lications.vvill not:.e,acce 'ted..,-- - '*'t' h'e,A licant is not.tHe'owner°an S ���, T���s ��rr71,10� ��
Pp PPp
Owner's Au_thoriiation form�(Page`2)-shall be completed. _ =
Date: it (Iz-IZuZo
OWNER(SjOF'PROPER -Y -
n -
Name: SCTM#1000- 7^,3 ••_�
Physical Address:
Phone#: ( Email: - v�oSK.�=7ool–Cdr-` – _- M-QLly-es,
Mailing Address:
CONTACT,PERSON:,,.-,,,
Name: —w%kk%oK� -
Mailing Address:
Phone#: t. Email:
U416CLL 01-Cen=u
DESIGN,P11 FESSIONAL:INFORNIATIOW ,
Name: --- - �-����–.._ . �-C 1�U► � -�_-� _--�--�C=--� --_-�_---- - – -- ------_- --_-
Mailing Address: -
��Hca A--- ►'�s `�
Phone#: Email:
z:__` –� =-- -- Gv�$8 8 ���5�!1��_1G p1 .a Gi=
CONTRACTOR IORM iATloN: . l , ,s
NF . ; 3
Name:
Mailing Address:
$V� --�Qo� �
Phone#: 'i &��. , $-H� _ – 88 8 Email:
C N
DESCRIPT-ION'OF PROPOSED-CONSTR,UCTION`
ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other - $ 4 s DDD
Will the lot be re-graded? ❑Yes 2<0 Will excess fill be removed from premises? ❑Yes P?Vo
1
PROPERTY INFORMATION ^
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ❑No IF YES, PROVIDE A COPY.
❑ Check,Box After Reading: The owner/contractor/design professional is responsible,for all drainage and storm water issues as provided by,
Chapter 236 of the Town Code:-APPLICATION IS HEREBY MADE to the Building Department for the issuance of a.Building Permit pursuant to the Building Zone
Ordinance ofthe Town of Southold,Suffolk;County,New,Yo`rk grid other applicable I aws;Ordinances or}Regulations,for the construction of buildings,'
additions,alteration`sor for removal,oe demolition`as herein_described.The applicant agrees to comply with all applicable laws,ordinances,building'code,
housing code and regulations arid,to admit authorized inspectors onpremises and1n building(s)for necessary inspections.False statements made herein-are
punishable as a,Class A misdemeanor pursuant to Section 210.45 of,the New York State Penal Law.
Application Submitted By(print name): O I I �do zjYVS LI�g `❑Authorized Agent mer
Signature of Applicant: �y Date: 11 (t r•I Z-0
STATE OF NEW YORK)
SS:
COUNTY OF
(A) I i e_s-I 2—QVna K„ being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above-named,
(S)he is the r
(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/her knowledge and belief;and
that the work will be performed in the manner set forth in.the application file therewith.,
CONNIE D.BUNCH
Sworn before me this Notary Public,State of New York
No.01 BU Suffolk
50
Co � v\
� da of ��V�T Vim" 1 .201 o Qualified in Suffolk County -
y C mmission Expires April 1A, 2
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, W 1<<(01-� as9C, residing at US E Rv j"S _�_oaD
T do hereby authorize to apply on
my behalf two the Town of Southold Building Department for approval as described herein.
)_/__;t_ I l f,, 6,
O'w}ne 'gnature Date
W 1 I OH( VI�v�Sk.r
Print Owner's Name
2
N 07°51 100" W
370.86 y.a; a �}.�Y 1
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3 �` MAR 11 2021 S 1 R�j\4S]q
architecture,p.c.
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P.O.BOX 1254 ]AMESPORT,NY 11947
I i r .7, n =, � ,-may , PHONE(631)779-2832 FAX(631)779-2833
L
IProposed Plan for:
m l0 William
� I
I Zuho ski
�mm I z
1U I N �0. 2705 Eugenes Road
t n I _ 0 Cutchogue NY 11935
V' g ( � S.C.T.M#1000-97-3-20.002
t o N Lot 2 3'`4 0 SEAL
W _ -
tL��xa
In Wood
C `V 6. ;. Deck rn_ rn
t9 N
- - A 6.c' EKED A
o v w 2 5tY• ,
(n 6.1
Frame Rssid. 5.0
�
#2705
- - -- _ � � \ � - -- 7.G' 76.7'
N Gauge - 029169
_ `` '' 30'-0" 211-011
N��y
o
I / I i Gpyrieht 2021.STROMSIQ=t,:,—,.p;,All
�P' rie6ts reserved.The Arddtat the to
reproduce this dellen in its entirety or my portion
thereof.Unauthorized alteration of these doctmeats ie a
violation of the New York State Edwation Law.These
iY (� ; dmw,nes and spedHcations are m inslnmrent of service
\ I i 21'-2 1/2'i and are the property of the Arrlritcct.These arawhres
and specifications ere not to be used oa m other
pro)ect,except by written permiadon of the ArcLitect.
PROPOSED 26'-0"x30'-0" (780 S.F.) Q PROJECT NO. 2t-ARx01
POST AND FRAME 1 SCALE 1"=30'A" DATE 3/8/2020
35 I -07 1 DETACHED GARAGE Iron Pin DRAWN BY TLD CHECKED BY RS
Fe.End Fe.End
5 07TITLE
5 1 '00" E 0.7 Ea. 3'Post#Rad Fence Fe.End 4.2' Ea.
4.7' Ea.
Lot 3 Proposed
m Site Plan
O
ORIGINAL ORIGINAL SURV�INFORMATION PROVIDED :
MUNICIPAL LAND SURVEY, P.C. SHEET
10 SYLVIA LANE
MIDDLE ISLAND, NEW YORK 11953
(631)345-2658
E3.a h k.-E5 t r'e et PREPARED ON DECEMBER 18TH, 2017 S- 1
THE OFFSETS(OR D,MEN5 ON5)SHOWN HEREON FROM THE STRUCTURES TO THE ABSTRACT OF TITLE AND EASEMENTS FOR SUBJECT PARCEL
PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT AND ADJOINING PARCELS NOT PROVIDED FOR THE _ _
INTENDED TO GUIDE THE ERECT ON OF FENCES.RETAINING WALLS.POOLS. PATIOS PREPARATION OF Tri 5 SURVEY ABSENCE OF EASEMENTS Lot _
-- r — ;?,�;�f– – – j ��I✓
PLANT,NG AREAS ADDITION TO BU LDINGS AND AM'OTHER CONSTRUCT-ON DOES NOT DENY THE EXISTENCE OF SAME - -- `
N 0705 1 '00" W 41'
Proj. # 17055
370.86' j
1 � -, I
1
I -
I
for SCO('i 1taL1.-in"lan
1 e
1
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'I Situated at
I
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1 East Cutchogue
It Iz Town of Southold
Iv Suffolk County,
1 I" New York
1 5 0' 01)
I - cn 0
I f 324' O Surveyed
w Raised
o N Lot 2 - Wood RI
1 LCA N 6 I' I 1' Deck m
`0 `v 2 160 December 18th 2017
Frame KC5161. w m �
o
#2705 5 0'
1 41 Rev. 4/13/21: Add Detached Garage
l�
\— -------------- `� Garage w 70' 7G 7'
N _ MUNICIPAL LAND SURVEY, P.C.
---------------- --____ 213' 10 SYLVIA LANE
MIDDLE ISLAND, NEW YORK, 11953
'nn I
1 301' (631) 345-2658
------------ _---� N Metal
--------- gyp' N
D y I 2 Car 01 %
1 Garage I I I I
30 I' 21 8' J
1 Nt d(tiI �fV I
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W1 351 .97' N Iron Pin
Fe End 0,+
S 0705 I 0011 F G'Deer Fence 0 5'Ea
Lkln
L 4 2' d V
Lot 3 !. .�.`�;_, ��._ :�• t r ��
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N APR 19 2021• ��
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY ISA Robert W Ott L.S. NYS Llc #049620
VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION
LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND O 30 60 e rti 3�e d To:
SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE
CONSIDERED A TRUE VALID COPY I HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR '
LICENSED TO PRACTICE IN THE STATE OF NEW YORK AND THAT THIS _� 7 o- T � •i., a "1 I`•c 5 'a� v
�eieli _� !a ����.1 Title 1 �s_.zo r 3�
CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON ALL RIGHTS RESERVED O 2017 ROBERT W OTT OUTSIDE OF THE PLAN I5 BASED ON AN ACTUAL FIELD SURVEY PREPARED UNDER MY �- �- �.'o �
POR WHOM THE 5URVEY,5 PREPARED AND ON HI5/HER BEHALF TO TITLE TRANSFER LISTED BELOW,THIS DOCUMENT MAY NOT BE IMMEDIATE SUPERVISION I FURTHER DECLARE,TO THE BEST OF M" _ If
THE TITLE COMPAN'AND LENDING INSTITUTIONS LISTED BELOW AND REPRODUCED OR TRANSMITTED IN ANY FORM OR B"ANY MEANS PROFESSIONAL KNOWLEDGE AND BELIEF'THAT THI5 PLAN IS AN P e Q 1_=? s �T n!L_e I_} B a I A ll i 1VI.Ll_. p:p 0_L
TO THE ASSIGNEE OF THE LENDING,N5TITUTION CERTIFICATIONS WITHOUT WRITTEN PERMISSION FROM MUN,C,PAL LAND SURVEY P C ACCURATE REPRESENTATION REPRESENTATION OF THE CONDITIONS
;;�� l
f ARE NOT TRANSFERABLE TO ADDITIONAL OR SUBSEQUENT ENTITIES ALL VIOLATIONS OF U 5 COPYRIGHT LAWS W LL BE PROSECUTED EXI5T-NG AS OF TriE DATE HEREON I'S Ste—;N 1"' -ti \,
I
i
THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE ABSTRACT OF TITLE AND EASEMENTS FOR SUBJECT PARCEL
PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT AND ADJOINING PARCELS NOT PROVIDED FOR THE
INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PATIOS, PREPARATION OF THIS SURVEY. ABSENCE OF EASEMENTS Lot
PLANTING AREAS,ADDITION TO BUILDINGS AND ANY OTHER CONSTRUCTION. DOES NOT DENY THE EXISTENCE OF SAME. S. C. T.M. # 1000-97-3-20. 002 ,
N 0705 1 '00" W
370.86' Proj • # 17055
i
I Lot 2
I Map of Minor Subdivision
I Prepared for Scott Kaufman
I
rn I Situated at
� I 1
I East Cutchogue
I Z Town of Southold
I N a' Suffolk County,
New York
NI 32.4' Ce VON
I N Lot 2 w Raised = Surveyed
I O wood rn
CV B.1 1.1' Deck
Ln N
C,4 Co 16.0'
10 N ;.1' 2 sty. w 91 December 18th, 2017
w
Frame Resid.
6.1 4.1,
#2705
7.0' 7G.7 MUNICIPAL LAND SURVEY, P.C.
—
\ ' -- fn_.S'YLVIA T ANF.— 21.3' MIDDLE ISLAND, NEW YORK, 11953
(631) 345-2658
I Asp
O __ Dwy. I '�
35 1 .97' Iron Pin
II Fe.End
Fe.End 3'Post 4 Rail Fence i Fe.End 4.2' Ea.
5 0705 1I00II E O.Tta. I 4.7 Ea. e
Lot 3
N I
Q •'
Ba
Street
nks '
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A Robert W. Ott L.5. NYS Llc. #049620
VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION 0 30 60 Certified 1 m o
LAW.COPIES OF THIS 5URVEY MAP NOT BEARING THE LAND
SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE
CONSIDERED A TRUE VALID COPY. I HEREBY CERTIFY THAT I AM A PROFE55IONAL LAND SURVEYOR
LICENSED TOPONANEINTHE FIELDS RVEWYORK, DUNDERMYND THAT Fidelity National Title Insurance Company
CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON ALL RIGHTS RESERVED.® 2017 ROBERT W,OTT. OUTSIDE OF THE PLAN IS BASED ON AN ACTUAL FIELD SURVEY PREPARED UNDER MY
FOR WHOM THE SURVEY 15 PREPARED AND ON H15/HER BEHALF TO TITLE TRANSFER LISTED BELOW,THIS DOCUMENT MAY NOT BE IMMEDIATE SUPERVISION.I FURTHER DECLARE,TO THE BEST OF MY ..�,
THE TITLE COMPANY AND LENDING INSTITUTIONS LISTED BELOW AND REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS PROFESSIONAL KNOWLEDGE AND BELI" People's,THAT THIS PLAN I5 AN United Bank, N.A., I S A O A
TO THE ASSIGNEE OF THE LENDING INSTITUTION. CERTIFICATIONS WITHOUT WRITTEN PERM15SION FROM MUNICIPAL LAND SURVEY,P.C.. ACCURATE REPRESENTATION REPRE51NTATION OF THE CONDITIONS l'
ARE NOT TRANSFERABLE TO ADDITIONAL OR SUBWilliam ENTITIES. ALL VIOLATIONS OF U.S.COPYRIGHT LAWS WILL BE PROSECUTED. EXISTING AS OF THE DATE HEREON. �Y i l l i a m Z a h o s k i and Stephanie N. Z u h o s ki i
( T
APPROVED AS NOTED
DATE: Z25-LfifiB.P.# �- :� S COMPLY WITH ALL CODE
FEE:-W! � v gY: NEW YORK STAT S •F
NOTIFY BUILDING DEPARTMENT AT AS REQUI'-'-n E -� TOWN CODES
765-1802 8 AM TO 4 PM FOR THE ��` �NDITIONS OF
FOLLOWING INSPECTIONS: "T' ^ �
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE , � P BOARD
2. ROUGH - FRAMING & PLUMBING -SOL N TRUSTEES
3. INSULATION
4. FINAL - CONSTRUCTION MUST - EC
BE COMPLETE FOR C 0,
ALL CONSTRUCTICN SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR OCCUPANCY OR
DESIGN OR CONSTRUCTION ERRORS.
USE IS UNLAWFUL
WITHOUT CERTIFICATE
RETAIN STORM WATER RUNOFF OF OCCUPANCY
PURSUANT TO CHAPTER 236
OF THE TOWN CODE,
D0>4I0TPROCEED:WITH--
`-f RAMING UNTIL SURVEY
,OF FOUNDATION LOCATION
HAS BEEN APPROVED-
BUILDER u
30' J
8' �8' �6'
<
•�••••s•e•••••• ®/��o Q
2-2X10 MSR SYP �y, r �' Q o =o
=Ln TRUSS CARRIERS �• d tU; N;p d o N
NEW BUILDING SPECIFICATIONS * N
-
26' X 30' X 12'5" POST & FRAME BUILDING
W/1-11' X 30' OPEN LEAN-TO ► " d.• `
0-18" X 8" CONCRETE FOOTINGS (TYP) �.�, 0�1 • Q�`��
(5301 LB CAP; 4480 LB COLUMN WT)
POSTCos�TE � UPLIFT NOTCHED-POST W/12" O p Soj ••• �p��•°
01-3'0" X 6'8" 9-LITE FIBERGLASS ENTRY DOOR �iC �S°�
00 02-10' X 9' LONG PANEL CARRIAGE STYLE OVERHEAD
ALL GABLE POSTS �3 DOORS W/SHORT WINDOWS W/SQUARE GRILLES
4-36" X 48" THERMALPANE DOUBLEHUNG WINDOWS
EXTEND TO TOP
OF ROOF TRUSS ® -3 PLY 2X6 GLULAM POSTS W/POST SAVER POST N
PROTECTION 8' OC (TYP)
CD 2X8 TREATED GROUND CONTACT SKIRT BOARD
N 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC N
2-2X10 MSR SYP TRUSS CARRIERS ®10' SPANS
(757 PLF CAP; 560 PLF ROOF LOAD)
TRUSS CARRIER TO POST=A'X4' GRK STRUCTURAL SCREWS OWNER
8 ®EAPOST (2 PER SPLICE MIN) 2664 SHEAR RATING
PRE-ENGINEERED ROOF TRUSSES- M
4/12 PITCH, 48" OC, 30-5-5 LOADING
00
4 ROWS 2X4 BOTTOM CHORD TIES (72" OC.) r
683 LB UPLIFT, H-10A HURRICANE TIES=1340 LB Y r
❑
/12"FASCIA GABLE OVERHANG W/ VENTED SOFFIT & N O co) }
28 GA G-100 PAINTED STEEL ROOFING & SIDING W z
1-3'X3' PAINTED STEEL CUPOLA W/WEATHERVANE = Z
23 12" PAINTED STEEL VENTED RIDGECAP W W
29 GAUGE PAINTED STEEL CEILING IN BUILDING & D
PAINTED STEEL TRIM ON LEAN-TO HEADERS & POSTS J W O
/ 2-2X10 MSR SYP O N JLo2
❑3 TRUSS CARRIERS m
cV �
V
'
ALL INFORMATION SHORN
ON THIS DRAWNG IS THE
1-2X12 #1 SYP 30 —RAF I ER P ATTACHED W�2 PROPERTY OF SHIRK
POLE BUILDINGS LLC
rJ I, ,� THIS DRAWING MAY NOT
RAFTER PLATE FL PLAN X K STRUCTURAL SCREWS AT BE REPRODUCET)TWTH/ur
PERMISSION BUILDER AND
H TRUSS HEEL & 1 AT EACH POST OWNER ARE RESPONSIBLE
.. � � t RT VERIFY ALL DIMENSION
SCALE; 3/16" _ "' BEFORE CONSTRUCTION
DRAWN BY ALS
2X10 MSR S REVIEW
RAFTERS 4' ON CENTE REVISIONS
2-2X10 MSR
RAFTER C ERS DATE 11/3/20
SITE.ZUHOSKI
FLOOR PLAN
f -10' j 10'- - 10' /� 4 1
' BUILDER J
J
36'X 36" 36"X 36"
CUPOLA- CUPOLA FO
28 GA. PAINTED STEEL z ,
12" RIDGECAP(VENTED) 28 GA J
T PAINTED STEEL m x
12 6" RAKE TRIM
28 GA. PAINTED STEEL bN o
X
SCREWDOWN ROOF I �2
PANTED
1 11 ,PANELS `o 2A�rJE�A.z umBILE
o�
1'
36'x 48" 36'x 48"
28 GA. PAINTED STEEL THERMAL PANE THERMAL PANE
WALL PANELSLo
wlNoow wNoow
ATTACHED W/ SCREWS
N
28 GA. 6"
PAINTED STEEL BASE
CORNER TRIM ANGLE rarrrrri
BACK SIDEWALL RIGHT ENDWALL `�?�O•• VEt� 'o
o !•�" ;
SCALE: 1/8" = 1'0" SCALE: 1/8' = 1'0" 2L�. L OWNER
ate: r z M
36'X 36' 36"%36" O• 0• y
CUCUPO
POLA - LA
� Y
Ld
41 D
6" fig
V
V
L0
,2 Jw0
STEEL 1j"X6"_ `�
HEMMED FASCIA m Lo
0
36'x48" 36'x 48'
THERMAL PANE THERMAL PANE WI3.0'X 6'8' 1' ® ® -031E ® N
WINDOW NDOW 9 LITE
ENTRY
Ojn D D
DOR I
N
ALLOPERINFORMATIONF SHORN
ON THIS DRAWIN
/i IS 11-E
PRLE BUIIL BUILDO
FC SHIRK
POLE INGS LLC
•� THIS DRAWING MAY NOT
BE REPRODUCED WITHOUT
D PERMISSION BUILDER AND
ONNER ARE RESPONSIBLE
TO VERIFY ALL DIMENSIONS
BEFORE CONSTRUCTION
DRAWN BY ALS
FRONT SIDEWALL LEFT ENDWALL REVIEW.
- REVISIONS
SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0"
DATE- 11/3/20
SITE ZUHOSKI
ELEVATIONS
A .
BUILDER u
J
O
28 GA PANTED 6 NAILS 2X4 ROOF PERUN 28 GA.PAINTED rn
STEEL.ROOFING d
ROOF TRUSS PER TRUSS F STEEL ROOFING Z
28 G11 STRUCTURAL OF RAKE "' O
HING RE STRIP //PAINTED STEEL 3-3d�NAILSX120 2x4 ROOF W�POST \ 2X6 FA E PAINED 7
GALV.NAILS PUPoJN
ROOF 2X 2X4 GIRT OR PERLIN ARD x
24.ON CENTER 04'ORK F m Q LL
FILA 7TTUSS SIRIICiURAC 2X6 1
GAL yV.xNAILS CE IMOPO SCREWS
METAL SIDING VENTED o. X
�
BUILDING HANGER 1•WFJITERITTE OVERHEAD GAgLL TR SOFFIT Z'°
HEADERS J CHANNEL PAINTED
SCREWS STRUCTURAL DOOR TRIM M FAJ TRIM o
WALL8 GA PAINTED POST DOOR FAT�HERSTRP SIDING
POST STEEL SIDING
/1 SYP ORK STRUCTURAL
IEANTO DETAIL METAL/TIDING @ ROOF PURLIN TRUSS SCREW TO POST HEADER
TAIL - GABLE OVERHANG
ROOFING FASTENERS FASTENING DETAIL HEADER DETAIL DETAIL
-,••..t,-I.a, CARRIER FASTENER DETAIL
SCALE: 1/2'- 1.0• SCALE 1/2•- 1'0• SCALE: 1/2•- 1'0• SCALE 1/2'- 1'0• SCALE: 1/2•- 1•D•
PANTED STEEL
WALL POST goorm
WALL POST 2X4 ROOF PERLIN DOOR JAMB 2X6 FACE BOARD
2 6 NAILS
STEEL RA. OOFING GALV.AINTED NAXS / GIRTH PER - PAINTIED
TRU 2�•GALVAMZED FASCIA
2X10 MSR SYP
DECK SCREWS
48 LEAN-TO 6-3)' CE I ROOF TR VENTED
H-10A GALV.MARS 4 NAILS PER 6 GA.PAINTED STEEL SOFFIT
HU E EACH SIDE CHANNEL I
F&J TRIM
TES TRUSS
2X10 MSR SYP CARRIER METAL SIDING
LEAN-TO HEADERS SIDEWALL OIRi BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12'EAVE OVER
W� LEANTO DETAIL FASTENIN0 DETAIL FASTENER DETAIL JAMB DETAIL DETAIL
POST tDA1Er r-IV SCALE- 1/2•- 1'0• SCALE: 1/2•- 1.0' SCALE: 1/2•- 1'0• SCALE: 1/z•- 1.0•
OWNER
`2X4 BOTTOM CHORD 28 GA, PANTED STEEL Q�
PERMANENT LATERAL MING INSTALLED W/
WC FOF (SEE
SPACING)G) T
BRSCREWS & WASHERS T
W
2X4 ROOF 2X6 SPIF
FACE BOARD 9=51, V)
RUNS 24'OC. PANTED 2X4 SPF DIAGONAL BRACE o W Z
FROM RDGT]lE 10 BOTH FAMES =411
ROOF TRUSSES D -
FASCIA11
11 11 11 11 11 48'OC. W
Lu
IN PANS cEUNG � - - 11 - - N = '^
PRE-ENGINEERED H-TOA HURRICANE CU - V
TRUSSES 48.OC. STEEL J W O
2-2X10 MSR SYP TRUSS CARRI F&J TRIM
771US7(
ARRIERS IMO POST m 0
3 PLY 2X6 GLU-LAM 2X4 SPF SIDEWALL GIRTS 24'OC. N
N POSTS a' OC.TMP. • V
r WALL BRACING C UIREMEHTS:
28 CA STRUCTURAL STEEL ALL INFORMATION SHONN
WALL BRACING PANELS INSTALLED TO EXTERIOR AWPA U7 7FIEATED POSTS B' OC.TMP. ON THIS DRAH1Nc IS THE
REGUIREMENTS: PROPERTY OF SHIRK
OF WALL PURLINS WfTH SCREWS
28GA STRIICIIIRAL POLE BUILDINGS LLC
STEEL
SIDING ®♦�Nl +%l��i THIS DRAWNG MAY NOT
PANELS INSTATED ♦ I BE REPRODUCED WTHauT
2xa SPF WALL GILTS 2a•oc ♦♦ j
WITH SCREWS \ 33
_ �/�Q� ti N/ r/ PERMISSION BUILDER AND
GRADE GRADE °0`e y`•°°°•vEn••••e �P�+ai TO
wuFY ALL DIMENSIONS
�5'1-!�40T0E0 PSI SY SP TREATED
PRESSURE TREATED °���� ••• ''P BEFORE CONSTRUCTION
GRADE(SOTTO; ( FIDOR
SIP GROUND CONTACT •��
OF OPTIONAL 2X8 SKIRT BOARD ` 'r a DRAW)BY ALS
T. - r r• .�. \\ �� Ni REVIEW
3/4'SONE COMPqPLAI)
\ \ / /j\///\�//� \\\/\//\ //\\�,/TY/ / \ \\f/// / m : * • REVISIONS
(OP110 SOIL
POST SAMfRIPATEMm UPL /
POST W/12'CONCITLIE FOOTING SEE SIZE •' • b
POST W/12'CONCRETEM � "" -`•` /\3000 PSF SOIL � ,. ON FLOOR PLAN) � • : QO� DATE 11/3/20
3000 PSI. CONCRETE(SEE SIZE ON FLOOR ,� I w;;.;' v\ \ f:• / \ \\/\ '., �dp °•'.?`,I,ly
• �� SITE*ZUHOSKI
\ /\ \ii �i ,r e.®••' O .• SECTIONS
TYPICAL
SECTIONAME \ \ /\\/\// / TYPICAL FRAME \//\/// '''��I/S �.ICiEN��a���``
(ENDWALL VIEW) \ a \ a��a\i� \ \ SECTION \��ia \ oft/ftOtlifi>��t�t
SCALE: 1/4" = 1'0" (SIDEWALL VIEW) o
/ SCALE: 1/4" = 1'0"
' BUILDER
BUILDING DESIGN NOTES AND DETAILS A4.8 tCONCRETE FLOOR(OPTIONAL) J
FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE °
A4.1 GRADING & EXCAVATION SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. d
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY z
SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS A4'9 STRUCTURAL DESIGN PARAMETERS 9
NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE USE GROUP=U m a
LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. � a LL
A4.2 FOOTINGS RISK CATEGORY I o�
EXPOSURE CATEGORY= C z
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT & AREA LIMITATIONS=5B UNPROTECTED
FOOTINGS SHALL BE-A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, OCCUPANCY LOAD=AS PER DESIGN
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE TOTAL NUMBER OF FLOORS= 1 m
FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL FLOOR AREA (SQ FT)=780
OTHERWISE SPECIFIED. BUILDING VOLUME (CU FT)=11,200
A4.3 FRAMING STRUCTURE IS DESIGNED FOR ASCE 7-10 ULTIMATE WIND SPEED, VULT=130 MPH
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF
YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND ®48" BELOW GRADE UNLESS NOTED OTHERWISE.
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 30 PSF(LIVE) MIN SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS
USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, 60 CCA MINIMUM AND A4.10 APPLICABLE BUILDING CODES
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES:
A4.4 ROOF TRUSSES 2020 BUILDING CODE OF NEW YORK STATE AND ASCE 7-10
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD,
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN REFERENCES:
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION
SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION
OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF OWNER
SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) �
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS (ANSI 117-2010) M
& IBC 107.3 41 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN BUILDING CODE CONGRESS (SSTD10)
A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES P
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) (n
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER
Lu
WITHZ
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND A4.12 WARRANTY NOTES
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN Z
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR = LLJ
AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN
A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASA IND BR WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND N m C7
REQUIREMENTS,
DI ENTS, I DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC J LL! O
REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO _ J_
FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE. Lo =
TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY m O V
TRUSSES
BEAMS
GIRTS,, , , ~
SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, ANDA STRUCTURAL MEMBERS INCLUDING FOOTINGS, N
65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS.
PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE.
MINIMUM # OF 12D NAILS IN 14" STRUCTURAL TIMBER IS 1 PER J" BOARD WIDTH. ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC All INFORMATION SH WN
STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS ON THIS DRAWNG IS THE
TRUSS CARRIER CONNECTION TO POST. A"x4" GRK RSS STRUCTURAL SCREWS. SCREW PROPERTY OF SHIRK
VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI, SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLE BUILDINGS LLC
PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' FROM THOSE MODIFICATIONS LISTED ABOVE, OR P/ =\ --I-F z vluI Fl,:-\T \ THIS DRAWING MAY NOT
BE REPRODUCED WITHOUT
NOT APPROVED BY A CERTIFIED ENGINEER. Olit�O{Iftll� PERMISSION BUILDER AND
A47 METAL WITH #9IDING AND WOODGRIP,ROOFING J" HEX HEAD,LSIDING METAL AND DRUBBERGSHALL BE INSTALLEDWASHERED GALVANIZED pPONSIBLE
`��l��� ��31j1�ij/� �oEER�CNSTRU�co
COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING ®�°a��0 m��v��'•�..�. i DMVN BY ALS
MFG'S REQUIREMENTS, METAL SIDING AND ROOFING SHALL BE WARRANTED : $� REVIEW.
#1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED o r' ± REVISIONS:
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100 .ems. j CA: Q
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT, :.U-4. e �< DATE- 11/3/20
BOTTOM EDGE OF STANDARD ROOFING MATERIALS. Oma;% CC sITE.zuHosKl
•
,P''�eq�ooeusuu«�o
Job Truss Truss Type Qty Ply 26'Stock Truss 130mph
129072922
B702270 T26 FINK 1 1
Job Reference(optional)
Superior Trusses, Ephrata,PA 17522 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Feb 21 10 14 212017 Page 1
ID CIY2zi51OnLMsLIyH01 Sy9ry2Xm-dQQ7egsBXdcsk_QMr8eVMnr4KIA?ppcAv2WnBgzixwW
0-9 610-4 13-0-0 119-1-2 26-0-0
10-6 610-14 61-2 61-2 610-14 0-10-9
5x6=
Scale=1 47.1
400 12
2x4\\ 2x4
3 11 12 5
1
2 6 7
10 9 8
4x8= 3x6= 46= 3x6= 48=
6114 13-0-0 17-0.12 26-0-0
611-0 i 4-0-12 I 4-0-12 &1111 I
Plate Offsets(X.Y)— f2 0-1-2.Edael.f6 0-1-2.Edae1
LOADING(psf) SPACING- 4-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.34 2-10 >904 240 MT20 197/144
(Roof Snow--300) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.54 2-10 >565 180
BCDL 5 0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.17 6 n/a n/a
BCU_ 0 0
BCDL 50 Code IBC2015rrP12014 (Matnx) Wind(LL) 0.18 8-10 >999 360 Weight.118 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.1 TOP CHORD 2-0-0 oc purlins(2-9-9 max.)
BOT CHORD 2x4 SPF 165OF 1.3E (Switched from sheeted*Spacing>2-8-0).
WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing.
REACTIONS. (Ib/size) 2=2166/0-6-0,6=2166/0-6-0
Max Horz2=146(LC 9)
Max Uplift2=683(LC 10),6=683(LC 10)
FORCES. (lb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-469311396,3-11=-405511217,4-11=-4028/1240,4-12=-4028/1240,5-12=-4055/1217,5-6=-4693/1396
BOT CHORD 2-10=-1211/4312,9-10=708/2955,8-9=708/2955,6-8=-1211/4312
WEBS 3-10=-1083/443,4-10=297/1308,4-8=-297/1308,5-8=-10831443
NOTES-
1)Wind ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph,TCDL=3 Opsf;BCDL=3.Opsf,h=15ft,B=45ft;L=28ft,eave=4ft,Cat.11,
Exp C,enclosed,MWFRS(directional),cantilever left and right exposed;end vertical left and right exposed,Lumber DOL=1.60 plate
gnp DOL=1.60
2)TCLL ASCE 7-10,Pf=30.0 psf(flat roof snow),Category ll,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 2 degree rotation about its center
7)This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 683 Ib uplift at joint 2 and 683 lb uplift at
joint 6
9)"Semi-ngid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building O� �rV
designer, rV
11)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �,JPN GA�j Q
til ` 1t It1
0-08000
�Q�'ESSE4��
February 21, 17
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MiTeke connectors This design is based only upon parameters shown,and is for an Individual budding component,not
a truss system Before use,the building designer must vent'the applicability of design parameters and property incorporate this design into the overall
building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Wel
is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the
fabricat on,storage,delivery,erection and bracing of trusses and truss systems,see ANSU711 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd information nformation available from Truss Plate Institute,218 N Lee Street,Suite 312,Alexandria,VA 22314 Chesterfield,MO 63017