HomeMy WebLinkAbout40893-Z FOL/rc®�y Town of Southold 10/25/2016
P.O.Box 1179
a
v'- 53095 Main Rd
o4 O�� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38614 Date: 10/25/2016
THIS CERTIFIES that the building ACCESSORY
Location of Property: 1125 Ole Jule Ln.,Mattituck
SCTM#: 473889 Sec/Block/Lot: 122.40-2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/2/2016 pursuant to which Building Permit No. 40893 dated 8/9/2016
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 SHED AS APPLIED FOR
The certificate is issued to Doorhy,Joseph
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
ut o ' d Signature
�g�FFoi TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 40893 Date: 8/9/2016
Permission is hereby granted to:
Doorhy, Joseph
1125 Ole Jule Ln
Mattituck, NY 11952
To: construct accessory shed as applied for.
At premises located at:
1125 Ole Jule Ln.,Mattituck
SCTM # 473889
Sec/Block/Lot# 122.-10-2
Pursuant to application dated 8/2/2016 and approved by the Building Inspector.
To expire on 2/8/2018.
Fees:
ACCESSORY $400.00
CO -ACCESSORY BUILDING $50.00
Total: $450.00
1
it in spector
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$15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 11.02,)' DLC c-v
House No. Street Hamlet
Owner or Owners of Property: cToseta H /9e-/,*
Suffolk County Tax Map No 1000, Section Block LD Lot
Subdivision Filed Map. Lot:
Permit No. `-/Og73 Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:$
App icant Signature
SOplyo
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ,] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ] FRAMING / STRAPPING [ FINAL CS W,b )
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: 01 Ad dA& 9Kaiiqez;13Cee�� ckfIorj
4" Zo�l yv( cs &a u I re�,4 .
DATE INSPECTOR
oE SO(/lyOl
� o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] I ULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECT-'ICAL (FINAL)
REMARKS:
DATE oI-1,v INSPECTOR
James A. Koppenhaver, P.E.
304 Logan Avenue, Wyomissing, ,PA 19610
(484) 794-9949 info@koppenhaverpe.com
October 20,2016
D
To: -Town of Southold D
Building Department OCT 2 ? 2016
P.O. Box 1179 '
53095 Route 25 BUILDING D
EPT
Southold,NY 11971 TOV6'N OF SOS
Phone—631-765-1802 MOLD
Fax—, 631-765-9205
Project: 25' x 30' x 10' Post&Frame Building
1125 Old Jule Lane
Mattituck,NY 11952
Applicant: Joe Doorhy
1125 Old Jule Lane
Mattituck,NY 11952
Phone—631-445-5526
To Whom It May Concern:
Towards compliance with the Engineered Design for the Project,I am able to verify the following-
1. The footings have been drilled a minimum of 42" deep through Haven loam soils, into
glaciofluvial deposits of stratified gravelly sand.
2. The Soil Investigation confirms the assumptive load bearing values of 3,000 psf at ,the post
footing bottoms.
3. The foundation system with the subgrade soils has been evaluated, and is veriified to'comply with
2015 Residential Building Code of New York State.
Please contact me if there are any questions or if further information is required.
Submitted,
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James A.Koppenhaver,PE
PA35748E NY77142 CT29571 NJ32140 MD16053 OH78077 FL71888' VA402052001
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FIELD INSPECTION REPORT DATE COMMENTS
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FOUNDATION (1ST)
--------------------------------
FOUNDATION
------------------------------FOUNDATION(2ND)
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INSULATION PER N.Y.
STATE ENERGY CODE
FINAL
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 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 G�rvey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
00.Application
Flood Permit
Examined ,20 Single&Separate
D VIR Grm-Water Assessment Form
��0 Contact:
Approved ,20 MailDisapproved a/c AUG 2 2016
/HTri rv<(e- ,P-) r t1'Fi—
Phone:
$UII.DIN*Vor X 31- �fYs spa ta
Expiration ,20 TOWN OF S
Buildi
APPLICATION FOR BUILDING PERMIT
Date �"-Z-Z o ' 20
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.
(S gnature of applicant or me,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises -Joa,-�WAA of.- 2"9P`M ove,�tc�
(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 proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section `c2.P- Block /D Lot
Subdivision Filed Map No. 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 occupancy
3. Nature of work (check which applicable):New Building v/ Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost �0 . �,o Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units � L lb dwgj11ng'un is on each floor
If garage, number of cars a
6. If business, commercial or mixed occupancy cify nature and,etenTr° if �ach type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of StoridiPTff-TA- � _r
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front IR S Rear o2 S Depth b
Height L 5 Number of Stories t
J
9. Size of lot: Front /'fr [> Rear 15-0 Depth c
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated IDo (D
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x
13. Will lot be re-graded? YES yC NO Will excess fill be removed from premises? YES NO X_
14.Names of Owner of premises„C-,,),-, ,A4.o t�—3)�,,kAddress Phone No.
Name of Architect Address Phone No
Name of Contractor K Address Phone No.sl
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO pC
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 SL
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 bC
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK) CONNIE D.BUNCH
Notary Public,State of New York
SS: No.01 BU6185060
COUNTY OF ) Qualified in Suffolk County
(( Commission Expires April 14,2
F�s�ni�— p�do eH being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of A 20�
►uP L hu f
Notary Public i ature of Applicant
F/N/SNEa GRADE
Y-4
STORAGE rANX
NEW SUFFOLK AVE
OVER 150'lo WELL
and CESSPOOL
N/F x
KOWALSK/ cRavNawrArER `
78' VACANT
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/50SUFFOLK CO. HEALTH DEPT. APPROVAL
{ cEsSpOcL H S.NO
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WELL
STATEMENT OF INTENT
THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS
FILE NO 9327 SURVEY OF SURV£YEO 21 OCTOBER,1994 FOR THIS RESIDENCE WILL CONFORM TO THE STAVaWDS
FILED FEB I5/993 LOT 7 SCALE /"=40' OF THE SUFFOLK CO DEPT OF HEALTH SERVICES.
AREA v 46,043 S F
rAttI000-122-10-02 IN R-80 ZONING S APPLICATION
MAP OF HENRY APPEL
SITUATE NOTE. SUFFOLK COUNTY DEPT OF HEALTH SERVICES
FOR APPROVAL OF CONSTRUCTION ONLY
VERTICAL DATUM PROVIDED BY SUFFOLK
MATT/TUCK,TOWN OF SOUTHOLD COUNTY DPW TOPO MAP(AMP AA-34) DATE
SUFFOLK COUNTY,N.Y. H$ REE No
APPROVED=
SURVEYED FOR- JOSEPH M DOORHY SUFFOLK CO. TAX MAP DESIGNATION
GUARANTEED rO DARLA A. DOORHY SURVEYED Br. DIST SECT. BLOCK PCL.
JOSEPH Al DOORHY STANLEY J/SAKSEN✓R. /000 122 /0 02
DARLA A DOORHY PO BOX 294
TOWN OFSDUTHOLD NEW SUFFOLK,NY,//955 OWNER:
SH BAYABS7RACT KE Yr BANK OF 41-W✓oA?/L (5/6J734-5835
JOSEPH M DOORHY
Ond
Guemm—Mic.led here m.hall M DARLA A DOORHY
ordy to the person for wham the or
is pepored,cnd on M h.h.lf to the TEST HOLE DATA
bete acmpmy,Goremeetal Agency,
—3-9 tmtih.fi.n,-f r.tad hereon,and TEST HOLE NUMBER
1G the enigneo of the Iendin iwi AS FOUND ON LO6
9 Minn. T/N TH/S SUBDIVISION
Cwro,deea are n.t Ir.nsferoble to MAP BY YOUNG B YOUNG
.ddit—1 i.,kl t.or r..bae�ueN rw+ier� SURVEYORS, RIVERHEAD,
NEW YORK.
TEST HOLE NO/
Um-ftr--d olteration or.dd,'t—to n& T--A
.ao°'
wrvey it a -let;-.of Section 7209 of IN
the New York Siete Educmion low.
C.pTea of this eumey mop not bearing
the land Survey....honed.eel rh.R rot beconsidered to be o veld 1N.L/GENS L NO SURVEYOR NYS L N 492734 911,195 i/rV�IL 8U1LD/NG3 8/10/95 LOrdled C.JAPDaI 8 Seplie ran*Location prm,ded Dy—er
2 4/8/95 LOCO/ed Well to Foundolro,mdLocoled Fouad°tian 94.552
1 12//0/94 Add Well Lacnllm,8LYi oy Rw Smdary,Hose,SelDael '
' .i
roo"A
APPR VED AS NOTED
DATE: �.P.#
FEE. a��Ov BY: COMPLY WITH ALL CODES OF
NOTIFY BUILDING DEPARTA AT NEW YORK STATE & TOWN CODE
765-1802 8 AM TO 4 PM FOR THE AS REQUIRED AND CONDITIONS Or
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAM_ING & PLUMBING
3. INSULATION S6f 1#ULU lUVVN 1110SIEES
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.
RETAIN STORM WATER RUNOFF
OCCUPANCY OR PURSUANT TO CHAPTER 236
USE IS UNLAWFUL OF THE TOWN CODE.
4WITHOUT CERTIFICATE
OF OCCUPANCY
BUILDER
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ALL GABLE POSTS 0-18' X 8' CONCRETE FOOTINGS (TYP)
EXTEND TO TOP (5301 LB CAP; 4480 LB COLUMN WT) o a
OF ROOF TRUSS 01-3'0' X 6'8" 9-LITE FIBERGLASS ENTRY DOOR 0 0,
0 J c
j-20
INSULATED CARRIAGE STYLE OVERHEAD aDOOR W/ WINDOWS & GRIDS $X9' INSULATED CARRIAGE STYLE OVERHEADDOOR W/ WINDOWS & GRIDS E o =-36' X 44' THERMALPANE SINGLEHUNG WINDOWS o E
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2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS = J r
(991 PLF CAP; 560 PLF ROOF LOAD)
r
TRUSS CARRIER TO POST= J(4' GRK STRUCNRAL SCREWS W
7 GEA.POST(2 PER SPLICE MIN) 2331 SHEAR RATING O J
PRE-ENGINEERED ROOF TRUSSES- O Z
4/12 PITCH, 48' OC, 30-5-5 LOADING
4 ROWS 2X4 BOTTOM CHORD TIES Y
701 LB UPTIFC H-10A HURRICANE CLIP-=1340 LB (PG. A4.5) = J (,)
12'FEAVE GABLE OVERHANG W/ VENTED SOFFIT & a
28 GA G-100 PAINTED STEEL ROOFING & SIDING W ~
12' PAINTED STEEL VENTED RIDGECAP - N c
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R-19 FIBERGLASS WALL INSULATION 1 '7 r Q
R-30 CELLULOSE CEILING INSULATION N
2-2X10 MSR SYP 0
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ALL INFORMATION SHOWN
ON THS ORA NG IS THE
PROPERTY OF SHIRK
POLE BUILDINGS LLC
THIS DRAWING MAY NOT
BE REPRODUCED WTHOUT
6' �— 8'- -T- 8' - 8' OMER AREICN BUILDER AND
OWNER ARE RES'ONSBLE
3 O T I.f/1/f/ TO VERIFY ALL DIMENSION
`,�.�1 C '/.�•/��, BEFORE CONSTRUCTION
. ...'y '��e11 BY ALS
't\Q..• •K pp, 'O �i REVIEW
FLOOR PLAN : r�:�� REVISIONS
SCALE: 3/16" = 1'0" `r C
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UJ THOS DRANANG IS THE
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THIS DRAWING MAY NOT
BE REPftODUCEO WTHOUT
PERMISSION BUILDER AND
OMER ARE RESPCNSBLE
TO VERIFY ALL DIMENSIONS
ii BEFORE CONSTRUCTION
FRONT SID EWALL RIGHT ENDWALL ��.;'' p NEy�'��iDRAIMVBY ALS
SCALE: 1/8" = 1"0" SCALE: 1/8" = 1'0" ���P. P.• �pAF•.O �'� REVIEW
REVISIONS
* Q� 9�
_ DATE 7/14/16
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BUILDER
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2X4 ROOF PERLIN C
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AINTED STEEL 20 2X4 ROOF \ RAS M O '^
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SCALE: 1/2'- 1'0' - SCALE: 1/z'- 1'0' SCALE: 1/2'-1'0' SCALE: 1/2•- i'0• SCALE: 1/2'- 1'0• SCARE: 1/2'- 1'0'
DESIGN
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ROOFING INSTALLED,W/ 11 11 HT
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N OAN
28 GIL STRUCTURAL STEEL
3 PLY 2X8 GLU-LAA WALL BRACING INSTALLED TO EXTEGOR AWPA U1 TREATED POSTS W OC.TYP. ALL HIS DRAT ON I THECN THIS ORANING IS THEQ POSTS e' OC. TYP. REGUIREMENTS: 22
PURLINS WITH SCREWS PROPERTY OF SHIRK
2BGk STRIILIT�L. - POLE BUILDINGS LLC
STEEL SIDIN THIS DRAWING MAY NOT
2X4 SPF WAIL gRTS 24.OC PATEIS BE REPRODUCED WITHOUT
WITH SCREW - PERMISSION BUILDER AND
OWNER ARE RESPONSIBLE
GRADE GRADE MIST/l off/N� TO VERIFY ALL DIMENSIONS
PRESSURE
EATED
GRADE(BOTTOM 44--440000 PSI 2X8 RM SYP SPRESSURE TREATRD
ED 2XG SKIRT>P GGROUNDD�CONT D `'``���,1 F•NF(� iis�� DRANK BY BEFORE NILS CTION
OF ) (OPTIO `:�Q•1•• K6pp,T'_•O9��e� REVIEW
yiiv ,. //�/ /�//�//j//�//j//�//�//�//�/// //�//�//�//�//�//�//�//j/�// \//j// 6J -y'y•. ' REVISIONS
3/4' NE BAS COMPACTED \//\/ /\//\//\//\//\//\//\//\//\// //\//�//�//�/i�/i�//\//\//\// \//\ `1� ' 9G:* S
�WRITONAL�f SOIL BAgQiLL / _ \\/\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/ \\<300D pg ppNq�TE /\\/\\/\\ \\/ _� -_
tD �%
(SEE SCEE
-a o LLL
3000 PSI.CONCRETE FOOTING ON DATE 7/14/16
SER SIZE ON FLOOR PLAN) / M \\/ ., \/\\\\�\\\\�\\�\\/\\/ ;-,; \\\\�\\\\�\\\\/\\\ �L� ; 2
( ..^. /\ •••. C? SITE D OORH Y
/\\//\\//\ i��(�Q .•� Ort• .2 e`er SECTIONS
TYPICAL FRAME \\�\\�\\/\\\�\\�\\�\\�\\�\\�\\ TYPICAL FRAME \jam\j�\j/ 4�� �p '• �4��r
SECTION /�/i�/i�/i�/i�/i�/i�/i�/i�/i; SECTION i/i/i,/ iy 9QF •t1P� A .
(ENDWALL VIEW) (SIDEWALL VIEW) Sl0
d3NR HitN11i_
SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0"
BUILDER
BUILDING DESIGN NOTES AND DETAILSpE
{A4 1 GRADING & EXCAVATION A4 8 CONCRETE FLOOR(OPTIONAL) i "
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 °
BUILDING USE= STORAGE a
A42 FOOTINGS
USE GROUP=U
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT EXPOSURE CATEGORY= C
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, HEIGHT & AREA LIMITATIONS=513 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 DESIGN
TOTAL FLOOR AREA (SQ FT)=750
A4.3 FRAMING w
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE BUILDING VOLUME (CU FT)=9200 a_
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 '_ O o
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 o,
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, @48" BELOW GRADE UNLESS NOTED OTHERWISE o
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 LOADSo O �>
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP A4 10 APPLICABLE BUILDING CODES
J
A4 4 ROOF TRUSSES °
QEn
ROOF TRUSSES SHALL BE PRE-ENGINEERED GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES Q
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE 2010 RESIDENTIAL CODE OF NEW YORK STATE � rf1 o
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS A411 DESIGN CRITERIA: 0 3: E
SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING _D 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) lel
& IBC 107 3 4 1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) > Z
A4 5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM)
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) � L r
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-O5) W
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) O Z
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN
ACCORDANCE WITH IBC SECTION 230491, 2308 10 1, AND 2308106 A412 WARRANTY NOTES
® � �
A4 6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR = J (•�
EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN d Q
2308 9 3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND W
POST REQUIREMENTS& POST TO FOOTING CONNECTION ALL FRAMING CONNECTIONS ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC �
SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED NAILS USED SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE 0 r
IN 60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED, ASTM A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY CQC
153 PLATED 1 2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE THE MINIMUM STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, G
AMOUNT OF 12D 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 SHOWN
CN THIS DRAWNG IS THE
TIMBER IS 1 PER �" BOARD WIDTH TRUSS CARRIER CONNECTION TO POST J"x4" ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'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 BUILDINGS LLc
THIS CRAW NG 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 REPRODUCED WTHOUT
PERMI55ION BUILDER AND
LBS, MIN BENDING ANGLE=35' FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS OWNER ARE RESPONSIBLE
A4 7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED NOT APPROVED BY A CERTIFIED ENGINEERTO VERIFY ALL DIMENSONS
a,`,%i{Y•13C(�IP��//� BEFORE CONSTRUCTION
•�r
WITH #9 WOODGRIP, a' HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED
,�� F FGA/ � DRAM BY ALS
COLOR MATCHING SCREWS FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING •� r �� REVIEW
MFG'S REQUIREMENTS METAL SIDING AND ROOFING SHALL BE WARRANTED rj: P Fify e'9�+ REVISIONS
#1 GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100 *Y• 9G:�i S
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT .r R RI:
0 2 ZD W DATE 7/14/16
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT, _� SITE DOORHY
BOTTOM EDGE OF STANDARD ROOFING MATERIALS � 6. DETAILS
A � 4
' (597.2--Shirk Pole/Ben Benediksso -- CutCho9Ue. NY - 30A/C�n/25412) THIS ING PWARED FROM C41 WM Im;uT (LaW i DIIIIfiM IONS) SUBYITFM 6Y TRUSS YFR.
Top chord 2x4 SPF 210Df-1,8E 120 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
Bot chord 2x4 SPF 2100f-1.8E anywhere in roof, CJ
Webs 2x4 SPF Stud C, rind TC OL-3.0 psf, wend BC DL=3.0
In lieu of structural panels or rigid ceiling use purlins Mind loads and reactions based on YWFR5 with additional C&C member
to laterally brace chords as follows: design.
CHDRD SPACING(IH OC) START(Fr) END(FT)
TCC 24 -0''88 23.88 Bottom chord checked far 10.00 psf non-concurrent bottom chord live
76 0.15 24.85 load applied per IRC-08 section 301.5.
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above. Trusses to be spaced at 48.0" OC maximum.
Deflection meets L/240 live and L/160 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=30.00 psf,
for dead load is 1.50. Ct-1.20, Ce-1.00, CAT I i Pfe20,16 psf,
I
5X6 is
1.5X4 1 1.5X4 4•
4 r 4
-' 4' 5-15/16"
4X8(A2) 4X4= H03084X4= .
4X8( _
Tq W- � w
LI_ 12' 6" I 12' 6" 1
tE 25' 0" Over 2 Supports
R-2144 1.1401 111=6" (2.723" min.) R 144 U-701 W=6" (2.723" min.)
RL-231/-231 ;
IPLT TYP. 20 Gauge HS, VE Design Crit: IRC2009/TP1-2007(STD)
FT/RT=2% Of4 /2(2) 15.02 y '10 NY/-/1/-/-/-/F Scale =.25"/Ft.
••.n,m„n,•-11tao lila
.isu a„o a,nlu owlr.l G9 TC LL 30.0 PSF REF R6697- 6759
�Iwa1L� wwlal nua nwlle to f mll"a 7,ra,olas Ta ns vs.
er11.11",.y,,..•OW,.wy Iw r.Yr,...l,i..Iw,.1111..wlpl,-. nyr111,v MA
,•ti.�.w♦ yr r v p�M1l ly
o:oo..,.•.•2..ILIu...,�., cr,lu„y h•'rsullc C.I.q 1n►....tl-I.ry r►,a Wr n1 .•/.w r..l.ls.•�, I. 8 ii TC DL 5.0 PSF
P.,f.,-/.o v-..n..wa.w•. ,w.eall.er•/-1/R�Ir e..-..,,...., .al. f 7 pC DATE 03/15/16
Mo-1.r.rrll 11.w P•wrlr..•r..,.•n1--..1 w►.n.oo,-,..w.l 1 w..P.•P�Ir.•..rr = IA 1
t.,.e,.p•..,.,.w•",wl.n•,e wl•..1 nwaru,n.r tl-r-,I Il.00..b.....n■,.....,w r..wl BC DL oo5.0 PSF DRtr pOlISR6697 76075001
Seo.a.wpllayl.. /IPP1Y Pl�aoo•®•wrl Pte•.,e+l-••-1 wlsl-, •I.r,+.•..,11
w..r.l-"u.,I•.ull..•n.w.Iw.rum. •.r u.r-,I,Ip�.on-z wr....a.r poor pirlal..r. `
rnaw",-Poon...-a.y-wu ww r • BC LL 0.0 PSF 90-ENG SLS/SLS
n-rnul.,.r r,.al-1 n�moo
Inw.,wr Y 11wI.a Y,lu Mo,6wr.In-.,1.,.-,•..IY,.IIS VTPI 1.a Y.r Iwn1A. .w,PP I,�.
.,,+rrw mMwun Ilrbl,.el-,..r.,w,..�. TOT.LD.LD.
.., gooIMI,.=110��..1....11sl.P w..,.11.. ,Irl..a..�,.,......R.,...I-1.)..u...u. A�� 871111•� 40.0 PSF SEQN- 461548 i
Iw,..,.Is M1.w.�Iw.0-. A.x1.21"W-r-W-01. -M woo.w.,~...,.-,. DUR.FAC. 1,15
I)7+J Airgm Dc 9cr�0 w r.ra ul y s-lr-•W iavn,+r"a. S1��P
M- WHdAWL MD am" 'Prr rw In/b.•tl-1 rr t"1.J•Y'.q--•.,m.W PPP•.,d-1•Y.-r w 1rr:
ALPII=1.r..IPlw.les,.w.,TPI:-.%p1--&;heal-...r.ww••:,r.�oo, Im1 SPACING 48.0" JREF- 1VP06697Z02