HomeMy WebLinkAbout40954-Z ����gu6f0��•c�Gy _ Town of Southold 11/29/2016
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38678 Date: 11/29/2016
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 775 Ole Jule Ln,Mattituck
SCTM#: 473889 Sec/Block/Lot: 114.42-14.5
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/22/2016 pursuant to which Building Permit No. 40954 dated 9/1/2016
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/STORAGE BUILDING AS APPLIED FOR
The certificate is issued to Harkof�Dorian&Warkentien,Andreas
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED A 17
tho d Signature
4�ogU o��co� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
c 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#: 40954 Date: 9/1/2016
Permission is hereby granted to:
Harkoff, Dorian &Warkentien, Andreas
775 Ole Jule Ln
Mattituck, NY 11952
To: construct accessory garage as applied for.
At premises located at:
775 Ole Jule Ln, Mattituck
SCTM # 473889
Sec/Block/Lot# 114.-12-14.5
Pursuant to application dated 8/22/2016 and approved by the Building Inspector.
To expire on 3/3/2018.
Fees:
ACCESSORY $400.00
CO -ACCESSORY BUILDING $50.00
Total: $450.00
A"Z I-
B ildin nspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CER T IF iCA T E 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. � g/V3 ---- -------------- -------New Construction: J Old or Pre-existing Building: (check one)
Location of Property: '775 0 t `< `l
House No. Street `� Hamlet
Owner or Owners of Property: �VVAe6oQ S wd-%/ce- Q-A Eh G,i� �J�U l�Q IIJ 4V
�ESuffolk County Tax Map No 1000, Section \ �l Block \ a Lot
�
Subdivision Filed Map. Lot:
Permit No. Sy Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
_X
Applicant Signature
OE SO(/l
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
NSPECTION
[ OUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] IN LATION
[ ] FRAMING / STRAPPING [ FINAL (&"P-1)
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RES STANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELEC RICAL (FINAL)
REMARKS: K
DATE o INSPECTOR
pE 50(/jy�lo
y o
���'YOOUM'I,Nc�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [/- FINAL
SULATION
FRAMING /STRAPPING [
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: nt -FY"t Al Y-rqp in w I
or
%n/MOA
DATE llllq INSPECTOR
11/28/2016 14:52 631-344-3132 CAD CRYO PAGE 04/04
.dames A. Koppenhaver, P.E.
304 Logan Avenue, Wyomissing, PA 19610
(484) 794-9949 info@koppenhaverpe.com
Date: November 28,2016
Submitted To: Town of Southold D [EC[EOV[E
53095 Route 25 D
P.O. Box 1179
Southold,NY 11971 NOV 2 8 2016
Phone: (631) 765-1802
Project: 25 x 30 x 10 Post Frame Building for BUILDING DEPT.
Andreas Warkentien TOWN OF SOUTHOLD
775 Old Jule Lane
Mattituck,NY 11952
Building Supplier: Shirk Pole Buildings
807 Reading Rd.
East Earl,PA 17519
Phone: 717-455-6888
Email: shirkpole@shirkpolebuildings.com
Subject: As Built Verification of Roof Framing
To Whom It May Concern:
I have reviewed conditions at the Project and I am able to verify the following--
I. HIM hurricane ties have;been properly installed at truss heels.
2. Purlins have been properly installed on the top chords and the rigid ceiling provides adequate bracing for the
bottom chords.
Conclusion
The roof framing complies with 20I5 New York State Building Code.
Submitted 111«��E1urArlrrrrr
OF Nyf rfr'`F
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10
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James 4�. oppenhaver,PE
PAPE035748E NY77142 CT29571 NJ32140 MD160S3 OH78077 FL71888 i✓A402OS2001
FIELD INSPECTION REPORT DATE COMMENTS
D
FOUNDATION(1ST)
-------------------------------------
FOUNDATION(2ND)
J o
Z
ROUGH FRAMING& y
PLUMBING
s
INSULATION PER N.Y.
STATE ENERGY CODE
cam; r
FINAL V.
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD -.- BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 - 4 se of Building Plans
TEL (631) 765-1802 Planning Board,approval
FAX: (631) 765-9502Su V
qb SoutholdTown.NorthFork.net PERMIT NO. � Check
Septic Form
N.Y.S.D.E.C. '
es
C.O. PJ,Pood Permit'
Examined ,20,& Single&Separate
-Water Assessment Form
Contact: k �� '
Approved ,20 ,' �4ae(v
Disapproved a/c �5
Phone:63� `33 9 -b
Expiration ,20
Bui g Ins ctor
n[D? L5�1.5 O V L� APPLICATION FOR=
Subdivision /0 00 Filed Map No. / Z' Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupanc4\4
3. Nature of work(check which applicable): New Building \11( Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 0o , �0 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 ej
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 of46
Stories
8. Dimensions of entire new construction: Front a� Rear l a� I�eh£;Q-W0
Height Number of Stories ,
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES No
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO-X
14. Names of Owner of premisesAddress �S�'�tP�-+�e�`� Phone No.
Name of Architect Address Phone No
Name of Contractor % Address $a7 4� tZ Phone No. 21?- `tits-6 iP.PS-
]x.411 t Woz-tQ
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C.'PERMITS MAY BE REQUIRED.
b. Is this property within 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.
o
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)
(1�COUNTY OFScf t'1 ,SS:
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
CONNIE D.BUNCH
(S)He is the Notary Public,State of New York
(Contractor,Agent, Corporate Officer, etc.) No. BU6185050
Qualified in Suffolk County
Commission Expires April 14,2�Lo
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 t before me thi
day of '-O�
(�""--p -h�' ' Al'kkj�� —
/-
Notary Public Signature of Ap licant
Scott A- Russell
\\. AGJENUENT
SUPERVISOR
SOUTHOLD TOWN HALL-P.O.Box 1179
-SOUTHOLD,NEW YORK 11971f •l ,' own of So u th o ld
70153095 Main Road _-I
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
(DOES THIS PROJECT INVOLVE ANY OF THE )F'OLIOWIN
(CHECK All THAT APPLY)
Yes No
E A- Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface_
E ] B_ Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
E F�j C_ Site preparation on slopes which exceed 10 feet vertical rise'to
t 100 feet of horizontal distance-
F71 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal [
erasion hazard area.
❑ E. Site preparation within the one-hundred-year floodplain as depicted
_ - --- - - =- - - -
- 1-ma-p=-of a-n
- 000 square
E ] F_ Installation of new or resurfaced impervious surfaces of 1,
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
-
r
---- - -- -- ------ --
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 SLormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
- S-C_T.M. a: 1000 ��t�
APPLICANT: (Property Owner,�Design Professional,Agent,Contractor,Other) ` Outrict i _ ;1
NAME � G'NCS .,V��'� ��� � I
Section Block Lot
17" R. B'UiIL-Di\G DLP_ RTME)NT t SC 011.
Contacr Information &��VAReviewed By: `�`r
Date. t
- - - - - - - - - - - - — - - - - — ����L �
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — —
_ Approved for processing Building Permit_
Stormwater Management Control Plan Not Required.
r,L-��,�'(e L, ova ( � Jlormwater Matlagenteni Conirof Pian to Requti
t— (Forward to Engineering Department for Review)
FORM = SMCP - TOS MA.Y 2014
11/28/2616 14:52 631-344-3132 CAD CRYO PAGE 81/64
To Southold town building Dept for building permit#40954
775 Ole Jule Lane
Mattituck NY 11952.
Andreas Warkentien/Dorian Harkoff
Asper your letter dated 1:1./15/16
Please find attached Certificate for strapping
Sincerely
Andreas Warkentien
631-335-7173
andyw@bnl.gov
i
®f soU��®lo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G ® Q
Southold,NY 11971-0959 '®
l�C®UNT6,��
November 15, 2016
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Dorian Harkoff
775 Ole Jule Lane
Mattituck NY 11952
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy.
NOTE: Certification required for framing and strapping per inspection dated 11-04-2016
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 411/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Punning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 40954—Accessory Garage
o-, l
�'y y
;1,000 SO FT
/
Ew SUFFOLK AVE
N
$ •00 -
CD
111 r LOT NUM BER 4
Z N
J '
S 8 20 27 ' 2 0"E . 300.00 '
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411 rLl r1 � HOT TUB ON
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ASPHALT DRIVEWAY 0r-
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N 8 2 ° 27 ' 20"W. 300.00
Ld L OT NUM BE R 6
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The existerrice of right of ar-,d or er SeCa]ontl
1 1 7 f.) s t' ( �f l are
e o' r�i 1
of record, if a.-r�, I� � .�.�.� Y;-t s 1.. IZ �� t}�.ara;jc;ed
vFr r'� i0f1 1n4Ms(rS;l,
2`iUPkf\NftF$ ,hD�ihifi^ JOB NO. 04-430 FILE NO. HENRY APPEL
=1C)sdn, l.qr, •• }n +i:a...
�'-'';?' { t` `t tn' n• � SURVEYED FOR DORIAN J HARKOFF•
0 "' ' ••s: - �' U" - T(;3 LOT NUMBER 5
MAP OF HENRY APPEL
L'r•• :l:' - 'tT 7C ' `il;• ,^li[fi AP,E
SITUATED AT MATTITUCK
DLNhON
1Na,r�,.pn•�cJ ;+ , , , - ,N., „a ,S4ES,ttrYGfN'
TOWN OF SOUTHOLD - SUFFOLK COUNTY, NEW YORK
'00 .v
Il x1FV' 'OSTA f£ Fpl7CA7;Cih ' f-C $ r NOT
'� E:•' 1+IF t""') St'171
MSPrPv�,4
'Wl cr t^, '•4 � •,,,'<etr $14: SCALE 1 ' _ '50' DATE II 22 - 2004
GUARANTEED ONLY TO FILED MAP NO. 9,327 &ATE 2 - IF, - 1993
DORIAN J. HARKOFF TAX MAPNUMBER, 1000-11.4-12-(4.5
AQUEBOGUE ABSTRACT CORP. (TITLE #632-S-7972) HAROLD F. TRANCHON 1R. P.t.
LAND SURVEYOR
P.O. BOX 616
1866 WAbING RIVER - MANOR RD. WADING RIVER
NEW YORK 11792
.•--.... .. N.Y. LIC. NO. 048992 631 -• 9P9 - 4e')5
APP
ROVED AS NOTED
DATE:
FEE: 400 ,ISD BY:
NOTIFY BUILDING DEPARTM , AT COMPLY WITH ALL CODES OF OCCUPANCY OR
765-1802 `8 AM, TO 4 PM FOR THE NEW YORK STATE & TOWN CODE, USE IS UNLAWFUL
FOLLOWING,INSPECTIONS: AS REQUIRED AND CONDITIONS OF
1. FOUNDATION - TWO,REQUIRED WITHOUT CERTIFICATE
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING S" t$ -FIA# OF OCCUPANCY
3. INSULATION �G-�9B1Z..
4. FINAL,- CONSTRUCTION MUST `- S9tifili6 S
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
RETAIN STORM WATER RUNOFFFRAMING UNTIL SURVEY
OF FOUNDATION LOCATION_:
PURSUANT TO CHAPTER 236 HAS;B,EEOPPROIFED;F,.
OF THE TOWN CODE.
TRUSS PLACARDING REQUIRED
ELECTRICAL
INSPECTION REQUIRED
• '��' BUILDER
J.
30
6' - 8' +- 8' co
N
®
wonr
C1 4
AI
NEW BUILDING SPECIFICATIONS
25' X 30' X 10'6" POST & FRAME BUILDING
DING
0-18" X 8" CONCRETE FOOTINGS (TYP) TESION
(5301 LB CAP; 4480 LB COLUMN WT) LLi E
101-3'0" X 6'8" 9-LITE FIBERGLASS ENTRY DOOR ri o 0
ALL GABLE POSTS �, o
EXTEND TO TOP 01-20' X 8' INSULATED CARRIAGE STYLE OVERHEAD >0, E
OF ROOF TRUSS DOOR W/ WINDOWS & GRIDS \��� (� o a
2-36" X 44" THERMALPANE SINGLEHUNG WINDOWS
® -4X6 TREATED POSTS 8' OC (TYP) 5�X\k tdi c'J o
0+r
2X6 TREATED GROUND CONTACT SKIRT BOARD n Qe N o•cn a
M s
^ 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC E
Ln 2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS N O L0 du w
ONMER
N (991 PLF CAP; 560 PLF•ROOF LOAD) cV NZ
X4"
TRUSS CARRIER TO POST= J" GRK STRUCTURAL SCREWS /►6je_: W
7 OEAPOST (2 PER SPLICE MIN) 2331 SHEAR RATING l
PRE-ENGINEERED ROOF TRUSSES- L 1�c P1 Z Z y..
4/12 PITCH, 48 OC, 30-5-5 LOADING LLQ '"j Z
4 ROWS 2X4 BOTTOM CHORD TIES X W
EDD1065 LB UPLIFT; H-10A HURRICANE CUPS--1340 LB. (PG. A4.5) v)iO a = V
12" SAVE & GABLE OVERHANG W/ VENTED SOFFIT &
FASCIA r
28 GA 0-100 PAINTED STEEL ROOFING & SIDING Q O
12" PAINTED STEEL VENTED RIDGECAP
INTERIOR FINISHES W N Q
Q0 R-30 FIBERGLASS CEILING INSULATION
I zi 29 GA. WHITE STEEL LINER PANEL ON CEILING C0 Z
00F I Q
/ 2-2X10 MSR SYP N
ALL INFgiNARCN SHOWN
3 TRUSS CARRIERS-\\ F O PR PE TY OF IS THE
PROPERTY OF SHIRK
POLE BUILDINGS I.I.C.
THIS DRAWNG MAY NOT
Be RFPRCDIDED WIIHOIT
PERIAISSON.BUILDER AND
OWNER ARE RESPONSBLE
TO VFR6Y ALL ONENSOYS
` 011111/lif/f� BEFORE ALL
6 - a — 8 -r- 8 1= DRAWN Bt ALS
3 0' .•...>p'�F %�0 REVIEW:
.A i� REVISIONS'
FLOOR PLAN a'!F=- ? ��a� = DATE: 7/14/16
;!V 2 SITE:WARKEN71EN
SCALE: 7/32" = 1'0" = ?` FLOOR PLAN
���i�DA'•. 1 A2,o•'���`*ems
SSIONR'
rar ,Ii11 H91\\\�
6UILOER
28 GA. PAINTED
00 4r a v
STEEL 1�11X6" 1
HEMMED FASCIA r
A
or
a
' 28 GA. 6" d
28 GA. PINTED STEEL PAINTED STEEL
WALL PANELS CORNER TRIM �
ATTACHED W/ SCREWS d
O DESIGN
a oou
BASE °"
ILL lljjj.l 1111 ANGLE 0 Q
@
C)CL
BACK S IDEWALL ° c_
LEFT EN DWALL Y �'
d d cin a
SCALE:5/32" = 1'0" 0 ,
Y
SCALE: 5/32" = 1'0" Cn '") o
Lil�
28 GA. PAINTED STEEL
12" RIDGECAP(VENTED) 7ER
28 GA.
PAINTED STEEL 28 GA. PAINTED STEEL 12 6" RAKE TRIM SCREWDOWN ROOF 00 41
I
PANELS d 28 GA. PAINTED Y W
STEEL DOUBLE J Y
ANGLE Z TRIM Q
36" x 44"
THERMAL PANE THERMAL PANE 1�
WINDOW WINDOW 3'0"X 6'8" EHO
9 LITE
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DOOR I LoQ
El0 ®® ®® �0FE Z ^ �
o
®9100 �0 ®0FED FT M1 Q
a4 INrorwAwN IS THE
a a ® ® ® Gv E BUILDING IS THE
❑ ❑ a PROPERTY OF SHIRK
POLE BUILDINGS LLC
THIS DRAWING MAY NOT
ILLUL11 11 111111BE REPROpUCED VA1HauT
PERMISSON BUILDER ANO
- - OMER ARE RESPONSBLE
TO mwy ALL DINENSLNB
FRONT SIDEWALL RIGHT E N D W A L L `,O�OIII/III/N//�� BEFORE CONSTRUCTION
" • " ! ' p,n � ORANN er ALS
SCALE:5/32 = 1 0 Ni�oa •,,... ..,,,�L y'',,, REVIEW.
SCALE: 5/32 = 1'0"
o y�� p,. Pp�••.,0�'� REVISIONS:
o G
S fT1; DATE. 7/14/16
�; = SITE•WARKENTIEN
ELEVATIONS
- %, ,c' .�142,.°°•�� `�
SI
BUILDER
PANIIED RIDOECAP 0 NAILS 2X4 ROOF PEAI.MN
ZwEamm ROOF TRIES PER TR!!SS ROOF ?o GA.PAINTS q f C
pN�SG�1M5 AICOr► 024IJ:IWL1 IPU"OFH TTZllss\ SIFFl ROOFING
2144 GIRT OR PE13N
SIIm+S 24 ON CENTER 7µ• WALL \ 2XS F PAINTED ^
7!.120 TRUSS SCFtE1pS 2XS � a
1'MFATERIRE OAL.NADS SPUCE um X_J�ERSTRIP
SIDING VENTED
FACE
�,� P0"ON ENTER a
0'ON CE?RF]t �POST OVERFIF/ID Twill CAME Fm1 TRIM d as
12'CETOAIEI pAP METAL GDINO t 7I SV ORK STRUCTURAL
DOLOR SIDING ri
EAD DOOR
ROOF PURUN
ROOFING FASTENERS FASTENING DETAIL FI SiErNE�G AIL HEADER DETNL 0�DE0 LLRNANO �
scATrr t/z--Po• scALE:t/2• -ro-
SCALE-1/2'- 1'0• sciue t/z'- t'o• SCALE:t/2'- ro• scale 1/2'- 1'0'
DESIGN
LJ E
WALL�.T PAINTED STEEL
WALL (Z O U
POSTG) �'a
ON.V.Ei4IS. / 42X WALL R4 ROOF PENN DOOR JkAB 2X6 TTVFACE BOARD
; >OOF E
CINT ¢y, PAINTED @J
�y ` �SCItE1N3 I
FASCIA N O n
•• `Ra `
c- (31 >
4 NNIS PER QA.PAR4IED STEEL ROOF VQOED O O CT 0
SWETTEACH SDE CHANNEL 7AA1 Y J c
TRUSS POST .N a
SIDEITALL OIRr 21 METAL SIDING d O •u)s
BLOCK TRYSB TO TRE BLOOK ENTRY DDDR 17
FASTENING IETAIL FASTENER DETAIL JAMB DETAIL 12'EAYp VLRHANG p,_
SCALE 1/2'- 1'D' SCALE 1/2'-t'0' SCALE 1/2'- t'G' SCATS 1/2•. 1'0• 0 E
LLI
OWNER
20 GA. PAINTED STEEL ULED W/ If W
ROOSCREWSI&WASHHERRSS fillI� Z
`PERMANNENT LBOTTOM ANTEWLL ZMACING }
J
FORssaTRUSS AD T2X4 RDZ(6 SPFIS�BOMBB S If W W Z
2x4 r T ROOF
Q V
PAINTED 4B'OC.
1166,1 11 IT Ix
IIIh 1111 1rTxxx4x FASCIA
R I SUTA NON
O H
?o PAINTED STfl1 VDW
U Q O
PANEL CELINO PMELS
PRE-ENGOlI7]NEDZ 1 sw/ TRUSS CAS
TRUSSES 48'OC STEEL. Iwo POST WQ c
H1CA HURRICANE CLIF&J TRIM
C
71
2-2X10 MSR SYP TRUSS CARR 2)(4 5PF SIDEWALL GIRLS 24'OC Z
I P:WL281BRACING REGUIREAf3 PLY 2X/GLU-WAJ GA.SIRUCHJRALALL INiORMAnON s1POSTS B' OC.TYP. WINSTALLS TO ORETIOR AWPA U1 TREATED POSTS B'OC TVPOF WALL PURUNS WIN SC . Oa THS DRAWING IS THE
i'- �STRUCTURAL ' PROPERTY OF SHIRK
STEEL SIDIN POLE BUILDINGS LLC
2X4 SPF WALL GIRLS 24' PMEIS THIS DRAVANG MAY NOT
WITH SCREW BE REPRODUCED W1NOlT
GRADE PERMISSION BUILDER AMC
GRADE OWNER ARE RESPONSIBLE
4'-4000 PSI 2XS PRESSURE TREATS PRESSURE TREATED TO VERIFY ALL DMISIO.S
GRADE aoffmo11 SYP SKIRT BOARD SVP GROUND CONTACT
OF ) EpppO 2X8 SKIRT BOARD s111t I N!!!!A'Iois DRAM BY ALS
ucnON
i / \/ \/ /\/\ \ \ `°`a°°n•(Yi ... ...c'Y y oJe, REVIEW:
3 C .''�••• pA~ O �s EVISIONS-
�4' (GNPTEIGNN ADPL c ;���� ,/\ \ \/\ \/ ,/\j,�\,\\, \� �� Fes.,9 ,
pp �\, \\% j 3000 Ps t70PCTrLTE��\ \\\/
3000 PSI.CONCRETE FOOTING •000 PS /\ / ,PooTrw(sr>=sr�/ T
�\ \ \/\ •3000 PSF SOIL /� \f ON FLOOR PLAN \\ \\ C �¢ �"t
(SEE SIZE ON FLOOR PLAN) /\\ . .T\// \ \ / i Y •) rn
h , \ \�\ �'\\\�\ cc DATE: 7/14/16
Ly
/\ \ \ �\ \ \ \�\ \\yrs 4 lc!` SITE.WARKENTIEN
TYPICAL FRAME /\ \/\'\\T/\�\ / TYPICAL FRAME /v\/i/ '� � ��`` SECTIONS
SECTION /Y �/ n//�r/ /�//�/ SECTION i// �// ��i�� ,7142,.••�� A
$GALE WA4VIE1)O (SIE. 1 AVIEW) wA- SSIOi�• / n $('TALE 4 = 0 � rhrrnHlf11�\
•BUILDING DESIGN NOTES AND DETAILS BUILDER
If A4.1 GRADING & EXCAVATION _jF
A4 8 CONCRETE FLOOR(OPTIONAL) X 2
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE.
K
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 i
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT USE GROUPEXPOSURE CATEGORY=
d �
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; TEGORY= C Iiiiiiiiiiiiiiiiiad
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE HEIGHT & AREA LIMITATIONS=5B UNPROTECTED
FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS OCCUPANCY LOAD=AS PER DESIGN 'n
OTHERWISE SPECIFIED. TOTAL NUMBER OF FLOORS= i
A4.3 FRAMING TOTAL FLOOR AREA (SQ FT)=750 DESIGN
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. BUILDING VOLUME (CU FT)=9200 L,_1 0E
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 cp
YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE, Q) > E
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON 501E BASE CONDITION 3000 PSF o Q p
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, ®48" BELOW GRADE UNLESS NOTED OTHERWISE. C Q a
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 CHORDEAR AN LOADS. Q (DI o'
A4.4 ROOF A4 10 Y SHALL BACCREDITED LABEL USING #1 oR BETTER sYP. APPLICABLE BUILDING CODES 0
J c v
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WTH THE FOLLOWING BUILDING CODES. d `t N a
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 2010 RESIDENTIAL CODE OF NEW YORK STATE °
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS o o s
SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING A4,11 DESIGN CRITERIA: �' w
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) z
& IBC 107,3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) W_
A4,5 ROOF TRUSS UPLIFT AND LATER8L CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (RITC 117-93 AND 2/98 ADDENDUM) H
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) zz >-
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-05)
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) Lu i Y .W.1
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308,10.1, AND 2308.106 A4.12 WARRANTY NOTES
A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR ® f°'
EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN F"
2308.9.3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND
POST REQUIREMENTS& POST TO FOOTING CONNECTION, ALL FRAMING CONNECTIONS fSED ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC.
SHALL BE / A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED. NAILS USED SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE
IN .60 ACE/CCA TREATED WOOD SHALL BE SS HOT DIPPED GALVANIZED; ASTM A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY G ~
153 PLATED 1 2 MIL SCREWS, ANDA 65 CLASS G 185 HARDWARE. THE MINIMUM STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, z
AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2. THE MINIMUM AMOUNT OF 12D PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS, a
NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # OF 12D NAILS IN 14" STRUCTURAL SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE ALL INFORMATION SHONN
TIMBER IS 1 PER 4" BOARD WIDTH. TRUSS CARRIER CONNECTION 'TO POST: {�"x4" ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TD'S, ATTIC PROPERTY OF SHIRK
GRK RSS STRUCTURAL SCREWS. SCREW VALUES: SHEAR STRENGTH=1328 LB, STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. POLE BUamNCS LLC.
TENSILE STRENGTH=139.000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING DRAVANG
MAY
LBS, MIN. BENDING ANGLE=35' FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS PERMISSION 3�aIOER nN0
A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED NOT APPROVED BY A CERTIFIED ENGINEER. TO VE ^ RESPONSONS
ro VERIFY ALL TRUC ION
WITH #9 WOODGRIP, " HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED reetaeaeaa BEFORE CONSTRUCTION
COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING
°°°° �6 �C�®sA000� _ Wl eT ALS
MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED e.�����•.• 'op
'p•,��'�°'�' REwew.
#1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED ; pj p Fes•e'Q a REVISIONS:
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT - G•
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT;
rA
: 7/14/16
BOTTOM EDGE OF STANDARD ROOFING MATERIALS. � �. P. Zw WARKENTIEN
?�, a ILS
lot
`'^4 ����ESS'ONP®a0°° 4
Job Truss Truss Type Qty JPly1NY 120mph126807519
8605206 T1 FINK '
Job Reference(optional)
Superior Trusses, Ephrata,PA 17522 7 640 s Sep 29 2015 MTek Industries,Inc. Thu May 191127:26 2016 Page 1
ID'CIY2zi510nLMsLlyH01Sy9zy2Xm-o5DSndC5PU3WOz7dG uVYXNK)oangG36X s6SBzEyCF
10 8
W14 5.112 5 10 2 6-7-14 10 8
Scale=1:45.4
5x5=
4.00 FIT
2x4\\ 2x4
3 5
1 2 6 7
10 9 8
3x10= 3x6_ 4x6= 3x6= 3x10=
i 8-7-4 12-8-018.4-12 25.0-0
' 8-7-4 ' 3-10-12 310-12 B-7-4
Plate Offsets(X.Y)- f2.0-5-2.0-1-e1.f6 0-5-2.0-1-81
LOADING(psi) SPACING- 4-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.29 6-8 >999 240 MT20 1971144
(Roof Snow--30.0) Plate
DOL 1.15 BC 0.92 Vert(TL) -0.56 6-8 >525 180
BCDL 5.0 Rep Stress Incr NO WB 0.31 HOrz(TL) 0.18 6 n/a n/a
BCU_ 0.0
BCDL 5.0 Code IBC2009/TPI2007 (Matrix) Wind(LL) 0.24 8-10 >999 360 Weight:114 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.1 TOP CHORD 2-0-0 cc purlins(2-11-13 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 or4-10-6 ac bracing
REACTIONS. (Ib/size) 2=2086/0-6.0,6=2006/0-6-0
Max Harz 2=200(LC 8)
Max Uplift 2=1 065(LC 9),6=1065(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=4485/2156,3-ii-387811903.4-11=3856/1926,4-12=385511926.9-12=3878/1903.
5-6-4485/2156
BOT CHORD 2-10=1892/4118,9-10=1138/2833,8-9=1138/2833,6-8=1892/4118
WEBS 3-1 0-1 0281626,4-1 O=-485112",4-8=-48511244,5-8=1 0 28162 6
NOTES-
1)Wind:ASCE 7-05;120mph,TCDL=3.Opsf,BCDL=3.Opsf,h=15ft;6=45ft;L=28ft;eave=oft;Cat.II;Exp C;enclosed;MWFRS(all
heights);cantilever left and right exposed;end vertical left and fight exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-05;Pf=30.0 last(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 chard 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 chord live load nonconcurrent with any other live loads. ® NEIA,
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jtAb)2=1065, r'!r
6=1 065.
,Jpt�1 GA�cf,Of,LN
9)"Semi rigid pitchbreaks inducting heels'Member end fixity model was used in the analysis and design of this truss. g
10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building 4 !'
designer. t
11)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. r- ` �[
3 All
t�Q �0•OSOfl°% 7Cr
ti
May 19,2016
®WARNING-VO rydesrgrparan I and READ NOTES ON THIS AND INCLUDED NOTERREFERENCEPAGE N0I7473rev.101=015 BEFORE USE
Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a trusssystem Before use,the building designermust verify the appricab7ity,of design parameters and property incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual iris web and/or chord members only.Additional temporary and permanent bracing '' '
is aWays required forstabiGly and to prevent col ipsewdh possible personal injury and property damage For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and inns systems,see ANSVMI Qually CrBeda,DSB-89 and SCSI Building Component 16023 SvAngley Ridge Rd
Safety Information available from Trus Plate Insllute,218 N Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017