HomeMy WebLinkAbout40001-Z Town of Southold 12/23/2015
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37985 Date: 12/23/2015
THIS CERTIFIES that the building ACCESSORY
Location of Property: 13 10 West Rd, Cutchogue
SCTM#: 473889 See/Block/Lot: 110.-5-12
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/31/2015 pursuant to which Building Permit No. 40001 dated 8/12/2015
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 Forsberg,Meredith
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF,HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. —
PLUMBERS CERTIFICATION DATED
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A
,�CVed §Vi/natul"e
SSU t� TOWN OF SOUTHOLD
�� Camey BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
oy • 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#: 40001 Date: 8/12/2015
Permission is hereby granted to:
Forsberg, Meredith
1310 West Rd
Cutchogue, NY 11935
To: Construct accessory building as applied for.
At premises located at:
1310 West Rd, Cutchogue
SCTM # 473889
Sec/Block/Lot# 110.-5-12
Pursuant to application dated 7/31/2015 and approved by the Building Inspector.
To expire on 2/10/2017.
Fees:
ACCESSORY $244.00
CO -ACCESSORY BUILDING $50.00
Total: $294.00
Building Inspector
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 ii
Dat . -7 — ID JS
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 5) h1Qs► I th Q�
House No. Street Hamlet
Owner or Owners of Property: S S
Suffolk County Tax Map No 1000, Section ck Lot
Subdivision Filed Map. Lot:
Permit No. %)Q0 1 Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ eo
Applican gnature
1
coo o��OF so1141
cOUNTY,�
TOWN-OF-SOUTHOLD BUILDING DEPT.
765-1802
INSPECTIO :
[ ] FOUNDATION IST [ ] RO H PLUMBING
[ ] FOUNDATION 2ND [ ] SOLATION
[ ]
FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [, ] CAULKING
REMARK : / -
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DATE'- INSPECTOR
®®® OF SOpT�o
cout Y,N
TOWN- OF SOUTHOLD BUILDING DEPT.
765-1802
-INSPECTION
[ ] FOUNDATION 1-ST - [ ] ROUGH-,PLUMBING ---
[ ] FOUNDATION 2ND [ ] 1 LATIOW
[ ]
FRAMING /STRAPPING [ FINAL
[' ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL"(ROUGH) [ Y ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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DATE '� I'Ar INSPECTOR
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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 O4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 /l Survey
SoutholdTown.NorthFork.net PERMIT NO. (� Check
Septic Form
N.Y.S.D.E.C.
Trustees
Lai r C.O.Application
j Flood Permit
Examined ,20 I ;I j Single&Separate
jJUL 2 9 2019 i Storm-Water Assessment Form
-�-�� Contact:
Approved ,20 I`v0j� )y !o fss
Disapproved a/c I
Phone: (,,5(-
,,
�,5(^73 ,
Expiration ,20-17
Buildi Spector
APPLICATION FOR BUILDING PERMIT
f
Date �S , 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 inspectio
(Signature of a plicant or name,if a corporation)
1 /o
(Mailing address of applica• n35
State whethepApplicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
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 proposed work will be done-
to we51
House Number Street Hamlet
Jc'
County Tax Map No. 1000 Section `
1 � : t��_ ;`„-B,lock;;-_rY•� =�~ �/ Lot 1041
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 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 Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
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_J'_�
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 7
14. Names of Owner of premises ti� iddress�; �Q ��^ �C� Phone No. �J — 1
Name of Architect Address Phone No
Name of Contractor Address Phone No. /
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.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on sur ey.
1'8. Are there any covenants and restrictions with respect to this property? * YES NOY,
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS.
COUNTY OFqjFj
kaz ���/ /��� being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the D�A)f-�eg-
(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
nth day of 201
ACEY L. r)wv;=n �4.1 A 4 4�
Notary Public NOTARY PUBLIC,STATE OF NEW YO tgnature of Applicant
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY''
COMMISSION EXPIRES JUNE 30,
r
Scott A. Russell
STORZIMMAT]ER
SUPERVISOR I�vl[A\-NA(G�]EI� UEN T
SOUTHOLD TOWN HALL-P.O.Box 1179 '0 �J►
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town n Of 1J(�o u t],,L o 6 d
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
---- ------ -- - -- - ------ ---- - -- - - - --
- DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑ 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 En C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
E V] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
E® E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
E[ ] F. -Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S-C.T.M. 'P: 1000 Date
Duinct _
NAME: 1 �J
��O I /'I®— 1�
(P." Section Block Lot
E :>R Bt_;►Dl�;(; DEP1F'T�.I1 T t.SE ONLY .
Contact Information
— — — — — kOh 062 7 �� — Reviewed By:
.�
Date.
Property Address / Location of Construction Work: — — — — — — — — — — — — - — — — —
�p�, Approved for proce�srng Building Permrt-
� '" Stormwater Management Control Plan Not Required.
��.� ® Stormwater Management Control Plan iJ d
Require
(Forward to Engineering Department for Review)
FORM 1 SMCP- TOS MAY 2014
o�QSUFFQLk�oG
Town Hall Annex �� Telephone(631-1802
54375 Main Road o _ Fax(631)734-9502
P. O. Box 1179 Co 2
Southold, NY 11971-0959
BUILDING Dbl RTMENT
NOTICE OF. UTILIZATION.OF_TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD•CONSTRUCTION AND'/.OR TIMBER CONSTRUCTION
Date:
Owner:. f
" • • ��46
Location of Property: 31 U '�, °'� e- t 's
Please take notice that thecheck a � licable`line : r5'
( PRS )
ew residential structure , '~a�• ;.. '
,a Addition to existing'residential structure
Rehabilitation to an,existing residential structure
to be constructed or performed at the`subject pr'o'perty;refe'rence above will utilize
(check applicable line): P ;
r
r. Truss type construction.(TT)
Pre-engineered wood construction I'W
Timber construction (TC)v
-d
in the following locations) (check applicable line): r
Floor framing, including igirders,and beams(F)
Roof-f-ramind(R)' t _
Floor and roof framing (FR)
Signature:
Blame (person submitting this forrri): i �/^
Capaci (check applicable line):
Owner
Owner representative
> TrussResReg15.docx Effective 1/1/2015
6" DIAMETER
REFLECTIVE RED ROMANALPHANUMERIC
- ''PANTONE _DESIGNATION;OF•'CO'66!-RUCTION
(PMS)#17 r' .g ;, '� ?" �` TYPE BAS�D;ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
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DIVISION OF CODE ENFORiCEMENT
'` AND ADMINISTRATION
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SURVEY FOR �rJ��
LM `"AVTNORIEFD ALTERATION OR ADDITION " —0�-G-
TO THIS SURVEY IS A VIOLATION OF CUTCHOGUE C/
SICTION 73C"OF THE NEW YORK STATE
EDUCATION LAW TOWN OF SOUTHOLD
OF THIS SURVEY MAP NOT frLARIN(j
THI&A BUFF CO, & Y. GUARANTEED TO- NEW Y6/
THE LAND SURV[YOR S INKED SEAL OR - `
FMSOSSED SIAL SHALE NOT 9 CONSIDFRM THE T1 TL GUARA
TO RF A VALID TRUE COPY SCALE' I H' 40" ejkl" �N W• YpLy
GUARANTIIS INDICATED HEREON SHALL RUN Y 8 YOUNG
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PIRSON FOR WHOM THE SURYEY JUNE 26, 1975 BY• }/ ,
RS PR11AR1D,AND ON Nis KHALF TO THE ,rC��^S!/7R`'• �� '7(�
trtLF COMPA►rt•GOVERNMENTAL AGtNCY AND dQLDEN
FEPOING It411TUTION P57ID HFRTON,AND
tVTHEN =.utoF A,t NWT GFR PRO FESSIONAL £ `'
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--- -------- -- - ----- -
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ELECTRICAL
INSPECTION REQUIRED
APPROVED AS NOTED
DATE: 8.P.
i
FEE:
BY:
NOTIFY BUILDING DEPARTM TAT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH -- FRAMING & PLUMBING
3. INSULATION
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.
i
COMPLY WITH ALL CODES OF
NEW YORK STATE&TOWN CODES
AS REQUIRED AND CONDITIONS OF
um lvvvN IN
N�F3-BE�-
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
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807 READING RD EAST EARL PA 17519
877-845-6888 FAX 717-445-3001 www_shirkpolebuildings_com
Quoted by Linus Shirk
NEW BU/LD/NG QUOTE DATE
NAME: GEORGE CLANCY 4/20/15
STREET:
TOWN: CUTCHOGUE, NY
PHONE:
EMAIL:
NEW BUILDING SPECIFICATIONS
SIZE: 18'WIDE X 20' LONG X 12'4" POST & FRAME BUILDING
EAVES: 12" ROOF OVERHANG ON 2 SIDES W/VENTED SOFFIT
GABLES: FLUSH GABLE WITH 6" X 6" RAKE TRIM
ROOF: 4/12 PITCH PRE-ENGINEERED ROOF TRUSSES 4' OC.
ROOFING: VALSPAR 29 GAUGE G-100 40 YEAR PAINTED STEEL PANELS
SIDING: VALSPAR 29 GAUGE G-100 40 YEAR PAINTED STEEL PANELS
TRIM: VALSPAR 29 GAUGE 40 YEAR PAINTED STEEL
DOORS: 1-3' X 6'8"WHITE 6 PANEL VINYL & FIBERGLASS ENTRY DOOR
DOORS: 1-16'X 10'WHITE COMM. INSULATED OVERHEAD DOOR IN GABLE END
DOOR TRIM: SQUARE CORNERS ON OVERHEAD DOOR OPENINGS
RIDGEVENT: 20' OF CONTINUOUS LOW PROFILE COBRAVENT
DRAWINGS: NEW YORK ENGINEER SEALED DRAWINGS
TOTAL PRICE $10,600.00
(PRICE INCLUDES MATERIALS, LABOR AND DELIVERY)
OPTION#1: 1/2" FOIL FACED INSULATION IN ROOF $400.00
OPTION#2: ADD 4' TO LENGTH OF BUILDING $800.00
OPTION#3:
TOTAL PRICE WITH ALL OPTIONS $11,800.00
30 DAY QUOTE TRASH REMOVAL,STONE BASE AND SITE LEVELING NOT INCLUDED
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SCALE: 1/4" = 1'0" �M
n i w e DATE: 6/29/15
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CARRIER FASTENER DETAIL HEADER DETAB. DETAIL
SCALE:1/r-1'0' SCALE: 1/2'-1'0' SCALE:I — 1'0• SCALE 1/r- 1'0' 1 SCALE: 1/r. 1.0• SCJLLE 1/r
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29 GA. PAINTED STEEL
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29 GA STRUCTURAL STEII. ALL INFO IAAna SHOVIN
WALL BRACING PANELS IDSTALLED TO DL1EReOR AWPA U1 7RFATED POSTS B'OC.TVP. ON THS DRAWNG IS THE
REGUIREMENRS: OF WALL PURLxS WRH SCREWS PROPERTY OF SHIRK
20M STRUICILIPIAL POLE BUILDINGS U.C.
STEEL SIDINGT. DRAWNC MAY NOT
2X4 SPF WALL GIRTS 24'OC PFTH ff REPROOUTm NTHOUT
WREL SCREW PEFUS9W.BULGER AND
GRADE
RESPONSIBLE
2X8 PRESSURE TREATED
GRADE PRESSURE TREATED A111 IIIIIIIRIYi�/�i TO�Y'�°SMS
WINE(BOTTOM 4—„� �„DO �rol SYP SKIRT BOARDN,,_, C OAR aaaaaaa .. . NF� ,�� BEFORE CONSTRUCTION
OF SIG � i DRAWN BY: ALS
• .•••, i/\/ \/\/\/\/\/\/\/\ \/ /\/\/\/\/\/\/\/\/\/ \/\/ C� •P'• • ..PpF••O�Q'�� REVIEW.
3/4' NE BlSE COMPACTED 2�e� REVISIONS:
(BPLIOWIL) SOIL BAg08L :�
3000 PSI.CONCRETE FOOTING I i\/\\/ /�%\%30oo\PSF/SOL/�%\\%\\% \% ON FLOOR PUW)/\/\\\\� \\j L 1T1 '� !U
(SEE SIZE ON FLOOR PLAN) M /\\// /\�\\' //\\/// // [V DATE: 6/29/15
1 :2\• SITE:WEISS
\ \ \ \ \ \ \ \
TYPICAL FRAME ���O Z•.,: ��e�� SECTIONS
EN D WAL IO VIEW)TYPICAL FRAME / / / / / (S ID EW SECTION
VIEW) ' .�F..
SIONP� ` /� 7
SCALE: 1/4" = 1)O" SCALE: 1/4" = 1'0" 111111 L1 4 J
BUILDER J
BUILDING DESIGN NOTES AND DETAILS
A4.1 GRADING & EXCAVATION A4.8 CONCRETE FLOOR(OPTIONAL) ap K
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. d
SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN r'
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
A4.2 FOOTINGS o 12 a
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT USE GROUP=U ua
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, EXPOSURE CATEGORY= C tl
HEIGHT & AREA LIMITATIONS=56 UNPROTECTED r
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN r
FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1
OTHERWISE SPECIFIED.
A43 FRAMING TOTAL FLOOR AREA (SQ FT)=360 DESIGN
BUILDING VOLUME (CU FT)=5300 LL o
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. a r
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 PSFQ
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, ®48" BELOW GRADE UNLESS NOTED OTHERWISE. o
IL
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. a rn
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. A4.10 APPLICABLE BUILDING CODES
-I
A4 4 ROOF TRUSSES cn
-
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: d -in
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 2010 RESIDENTIAL CODE OF NEW YORK STATE co � E
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS 2010 NEW YORK STATE BUILDING CODE
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 R502.11.1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) M
& 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)
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS ® r
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER SOUTHERN BUILDING CODE CONGRESS (SSTD10) 3.3. W }
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-05) Z
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) LL u)
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 A4.12 WARRANTY NOTES = W LU
A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR ~
EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC
2308.9.3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN o 0
WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND r"
UJ
POST REQUIREMENTS& POST TO FOOTING CONNECTION. ALL FRAMING CONNECTIONS w M =
SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED. NAILS USED ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. Lu T-
IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE
153 PLATED 1.2 MIL SCREWS, ANDA 65 CLASS G 185 HARDWARE. THE MINIMUM DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY
AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2. THE MINIMUM AMOUNT OF 12D STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, V
NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # OF 12D NAILS IN 14" STRUCTURAL PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. ALL INFora mai slow
TIMBER IS 1 PER �" BOARD WIDTH. TRUSS CARRIER CONNECTION TO POST: {�"x4„ SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: ON THIS DRAWNG IS THE
ADDING ADDITIONSSNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC PROPERTY SHIRK
,
GRK RSS STRUCTURAL SCREWS. SCREW VALUES; SHEAR STRENGTH=1328 LB, POLE BUILDINGS LLC.
STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. THIS DRAWNG"Y 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 BETAUS9W�XR WTI40`r
LBS, MIN. BENDING ANGLE=35' OWER ARE RESPaNaBUE
A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS TO MIWY,L DDAMONS
WITH #9 WOODGRIP, r HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED NOT APPROVED BY A CERTIFIED ENGINEER. »6e601011p't BEFORE CONSTRUCnON
COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING `��aF NFA y',� DRAM BX ALS
MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED ������ °°°�°°A RECISIONS.
#1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED : C2°g°°
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. y
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT =r ; „ M.
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; =n g� �¢ DATE: 6/29/15
BOTTOM EDGE OF STANDARD ROOFING MATERIALS. a SITE WEISS
<U 1
N - Z e DETAILS
'.��'OA•., X14
A . 4
» .4`
Job Truss Truss Type City Ply Delmas B
,124438498
8506317 T1 FINK 1 1
Job Reference(aphorist) '
Superior Trusses, Ephrata,PA 17522' 7 530 s Jul 112014 Mi ek Industries,Inc Mon Jun 29 1133 29 2015 Page 1
ID En7131DY3X2P_xFOKN4Skkzl RVb-OVG13DIzkYtll14K7OvYuehTsEs)g5CgdXyh6nzl RGa
i-0-10-81 4-10-14 I 9-0-0 I 13-1-2 18-0-g ,18-10-8
g-0-8 4.10-14 4-1-2 4-1-2 4-10-14 o-tae
Scale=1 325
4x5=
4 00 12
2x4\\ 2x4
3 5
2 6
' Ib
to 9 8
4x6= 3x6= 3x6= 3x6= 46=
6-33 11-8-12 } 18-0-0
1. 5-5-6 6-3-4
Plate Offsets(X.Y)— 12 0-2-6.Edae1,16 0-2-6.Edaal
LOADING(psf) SPACING- 4-0-0 CSI. DEFL in (loo) I/defl Ud PLATES GRIP
TCLL 30 0 Plates Increase 1 15 TC 0 78 Vert(LL) -019 8-10 >999 240 MT20 197/144
(Roof Snow=30 0) Lumber Increase 1 15 BC 0 95 Vert(TL) -029 8-10 >722 180
TCLL 5 0 Rep Stress]nor NO WB 0 22 HOrz(TL) 009 6 n/a n/a
BCDL 00
BCDL 5 0 Code IBC2009/TPI2007 (Matrix) Wind(LL) 018 B-10 >999 360 Weight 58 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SPF No 2 TOP CHORD 2-0-0 oc puffins(2.6-11 max)
BOT CHORD 2x4 SPF No 2 (Switched from sheeted Spacing>2-8-0)
WEBS 2x4 SPF No 2 BOT CHORD Rigid calling directly applied or 4-8-6 oc bracing
REACTIONS. (Ib/size) 2=1558/0-6-0,6=1558/0-6-0
Max Horz 2=139(LC 8)
Max Uplift2=-993(LC 9),6=-993(LC 9)
FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown
TOP CHORD 2-3=-3230/1828,3-4=-2775/1639,4-5=-2775/1639,5-6=-3230/1828
BOT CHORD 2-10=-15742948,8-10=-938/2017,6-8=-15742948
WEBS 3-10=-736/521,4-10=-425/897,4-8=-425/897,5-8=-736/521
NOTES-
1)Wind ASCE 7-05,120mph,TCDL=3 Opsf,BCDL=3 Opal,h=25ft,B=45ft;L=24ft,eave=4ft,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 Il,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 chard 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
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atloint(s)except Qt=1b)2=993,
6=993
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss
10)Graphical puffin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord
June 29,2015
®WARNING-Verily designP.—efemandREADNOTESONTHISANDINCLUDEDSUTEKREFERANCEPAGEKI-7413 rev 02/16/1015 BEFORE USE
Design wild for use only wish Mri connectors This design Is based only upon parameters shown,and h for an Individual building component
Applicability of design parameters and proper incorporation of component h responsiblity of buShcng designer-not truss designer Bracing shown
Is for lateral support of Individual web members only Additional temporary bracing to Insure stabilty during construction Is the responsibillity,of the
erector Additional permanent bracing of the overall structure is the responslbIlily of the building designer Far general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1711 Quality Cdfeda,DSB-09 and BCSI Building Component 14515 N Outer Forty,Suite#300
Safety Information available from Truss Plate Inslilule,781 N lee Street.Suite 31Z Alexandria,VA 22314 Chesterfield,MO 63017