HomeMy WebLinkAbout43374-Z ��gUFFQtpcOGy Town of Southold
6/27/2019
0
P.O.Box 1179
co T 53095 Main Rd
�yfj0� �a50; Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 4070 Date: 6/27/2019
T-HIS CERTIFIES that the building ACCESSORY
Location of Property: 300 Blossom Bend,Mattituck
SCTM#: 473889 Sec/Block/Lot: 115.-6-28
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/2/2019 pursuant to which Building Permit No. 43374 dated 1/7/2019
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 BUILDING AS APPLIED FOR
The certificate is issued to Scheer,David&Michelle
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
h ignature
TOWN OF SOUTHOLD
4`�0� Day BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
"oma � y 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#: 43374 Date: 1/7/2019
Permission is hereby granted to:
Scheer, David
300 Blossom Bnd
Mattituck, NY 11952
To: construct an accessory building as applied for.
At premises located at:
300 Blossom Bend, Mattituck
SCTM # 473889
Sec/Block/Lot# 115.-6-28
Pursuant to application dated 1/2/2019 and approved by the Building Inspector.
To expire on 7/8/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $430.40
CO -ACCESSORY BUILDING $50.00
Total: $480.40
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
Date.
New Construction: Old or Pre-existing Building: V (check one)
Location of Property: 300 31ossthyi
House No.
'D Street Hamlet
Owner or Owners of Property: a4"t�D / �n 2��2
Suffolk County Tax Map No 1000, Section !l s� Block s0 Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
OF SOUIyo�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION .
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] C LKING
REMARKS:
DATE ! INSPECTOR
* #Qjfso
TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm,N�` 765-1802
INSPECTION -
FOUNDATION
1ST [ ] ROUGH PL13G.
[ ] UNDATION 2ND [ ULATION
[V FRAMING /STRAPPINGNAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE_RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
00 Cc
DATE 3 INSPECTOR
g SO(/Tyo
# * TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLSG.
[ ] FOUNDATION 2ND [ ] SULA ION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
Qj
PIA/ I
-fk ix Fon'* Ua /,0
DATEfo(I q[-�m G INSPECTOR
FIELD INSPECTION REPORT DATE CO N
FOUNDATION (1ST)
InAft-1
'FOUNDATION (2ND)
lJ OKI/ C7 O
Siva 4 )NOV-S . G
ROUGH FRAMING& �H
PLUMBING
1
INSULATION PER N.Y-. y
STATE ENERGY CODE
rz
FINAL
ADDITIONAL COMMENTS
ILIA HY
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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 �ets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 ���� 1/� (�S ►rvey �=
Southoldtownny.gov PERMIT NO. 7�( Check
Septic Form
N.Y.S.D.E.C.
Trustees
Application
Flood Permit
Examined ,20 Tag
�a� Single&Separate
DTruss Identification Form
A� _ 2 2019 < rm-Water Assessment Form
Contact:
Approved ,20 � �?.� r��:z`,^ .I .A�a �_J/Q Vi S�Q2✓L
Disapproved a/c
Phone: 10✓�l—�{Dy-��8
Expiration 120
---� dinA Insp ctor
APPLICATION FOR BUILDIN
Date 320
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 to the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
/V/I/
__ •� �-- '� p4, ` '"-""" (Mailing address of applicant)
State whyetnhe�rJ�applicanti is-�oWiie'Alessi� f architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises °i'`° '� �1: � 2�✓�
(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 pr9posed work will be done:
House Number Street Hamlet �(
County Tax Map No. 1000 Section c7 Block Lot 2°�'
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 occupancys� ,��
b. Intended use and occupancy �jZ�a cSrU
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
r (Description)
4. \Dimensions
ost i 1 ree.�' r •"�;p
'`".(To 'e p ied on filing this application)
5. number of dwelling units "-- umber of dwelling units on each floor
umber of cars
6. commercial or mixed occupancy, specify-nature and.extent of each type of use.
�a die "> 7r, r r
7. o existing structures, if any: Front Rear�. Depth
Number of Stories
Dimensions of sa structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new nstruction: 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 ituated
12. Does proposed construction violate any zonin law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will ex ss fill be removed from premises? YES NO
14. Names of Owner of premises A dress Phone No.
Name of Architect Ad ess Phone No
Name of Contractor Addr s Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a fresh ater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMI 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 survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY. MELISSA R DEBOER
NOTARY PUBLIC STATE OF NEW YORK
STATE OF NEW YORK)
ss: SUFFOLK COUNTY
LIC.#0�DE6349898
COUNTY Ol l Ol1L ) COMM.EXP. () 3) 12oao
—\:)rk, ,jrCI Sch�r being duly sworn, deposes and says that(s)he is the app ic-57
(Name of individual signing contract) above named,
(S)He is the (2116 lle--t—
(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
2 day ofd1u��C�i 20
Notary Public gnature of Applicant
Scott A. Russell Qz),%
ST(0�]���JMAT)E]E,SUPERVISOR ( t ��['I\\\7[A\1�A\ G.]E1\M[1E�SOUTHOLD TOWN HALL-P.O.Box 117953095 Main Road-SOUTHOLD,NEWYORK 11971 Town ofSouthold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
i DOES THIS PROJECT INVOLVE ANY OF B']F3YlE FOLLOWING:
(CHECK ALL THAT APPLY) I
Yes No
❑tX A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
E ElIV
B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse. '.
i
❑ F: Installation of new or resurfaced impervious surfaces of 1,000 square
i 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. 1000 Date
Qp � y� Cr(/
�t iv lt� �iC— ®v✓N�.n- I J _a/ 1 /V f
NAME CJ
P,�o Section Block Lot
6yneiur`' " ` FOR BUILDING DEPARTNIENT USE O1�L
Contact Information:
.7dryLonc\LmOcri
Reviewed By:
— — — — — — — — — — — — — — — — — — Date:
Property Address/Location of Construction Work: — — — — — — — — — — — — — — — —
107 316. s0r" �� Approved for processing Building Permit.
[ `e AIX
Stormwater Management Control Plan Not Required.
h1CA �1��� ❑ Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review.)
FORM 4
SMCP-TOS MAY 2014
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TOWN OF SOUTHCW SCALE: r Z. 40
SUFFOLK COUNTY, NEW YORK NO. $ 83-136
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NOF Of CONSIDER"TO IIE A VALID TRYE COPY,
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FLOOR PLAN DRAWN BY ALS ALL INFORMATION SHOWN 0 d
REVIEW: ON THIOF SHIRK SDRAWING IS THE
PROPERTY �, James A. Koppenhaver, P.E. o
AY NOT Z �REVISIONS' POLE BUILDINGS LLC DAVE SCHEER � 304 Logan Ave Z � �����$
THIS DRAWING
BE REPRODUCED WITHOUTERMISSION.BUILDER AND MA,�T I T U C N Y Wyomissing, PA 19 610
P low
A . DATE: 11/21/18 OWNER ARE RESPONSIBLE 9 Email; koppenhaverpe@gmail.com Flq&WLLC
TO VERIFY ALL DIMENSIONS 807 READING WAD FAST EARL,PA 17519
SITE:SCHEER BEFORE CONSTRUCTION
717-445-6888 FAX 717-445-3001
12
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ON THIS James A. Koppenhaver, RE.3
DRAWING IS THE
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REVISIONS: Pf}iOLE BUILDINGS LLCIS DRAWNG MAY NOT DAVE S C H E E R A 3 0 4 Logan AV e z 8�y0
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PERMISSION,BUILDER AND AND MATTITUC NY Wyomissing PA 19610
A . 2 OWNER ARE RESPONSIBLE ,Email; koppenhaverpeC�gmail.com = HIRKLLC
DATE: 11 21/18 TO VERIFY ALL DIMENSIONS 807 PFADING ROAD EA5rEARL,PA17519
SITE:SCHEER BEFORE CONSTRUCTION
717-445-6888 FAX 717-445-3001
BUILDER �YE
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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"- 1'0' SCALE: 1/2' - 1'O"
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OWNER
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PERMANENT LATERAL
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2-2X8 #1 SYP TRUSS CARRIERS F&J TRIM
2X4 SPF SIDEWALL GIRTS 24" OC.
WALL BRACING REGUIREMENTS:
O 28 GA. STRUCTURAL STEEL ALL INFORMATION SHOWN
3 PLY 2X6 GLU-LAM AWPA U1 TREATED POSTS 8'OC.TYP. ON MAS IS THE
r POSTS B' OC. TYP. REGUIREMENTS: OFNWALLI PURLINS WITH S BREWS PROPERTY OF SHIRK
28GA STRUCTURAL POLE BUILDINGS LLC
STEEL SIDIN THIS DRAWING MAY NOT
2X4 SPF WALL GIRTS 24' OC. PANELS INST 13E REPRODUCED W1THoui
WITH SCREW PERMISSION.BUILDER AND
—;
GRADE GRADE a`9®641190TifF////RADA OWNER ARE RESPONSIBLE
IONS
4"-4000 PSI 2X6 PRESSURE TREATED PRESSURE TREATED 1e®9®0` QF off, OWNER
BEFTO ORE CONSTRFY ALL UCTION
oN
OFSK (BOARD) CONCRETE FLOOR SYP SKIRT BOARD 2X6 SKIRT EIAYP GROUND RD d,`�P °Q,..K.p<•°°�0 ': DRAIAN BY ALS
�a°� °°s REVIEW
• •. - 5%� I REVISIONS-
3/4"STONE BAS COMPACTED �\ \ �/ \�\/�� \ \/\ /�I� �/�\/T\ \ \ \ w Tm
(OPTIONAL SOIL BACKFILL. \\DO
�.CONCRETE
\ // _ I o.W v
/ // // /00
FOOTING (SEE SIZE 8 14
3000 PSI. CONCRETE FOOTING \ \ 3000 PSF SOIL \ j ON FLOOR PLAN) �/ / - °"_` DATE. 11/21/18
(SEE SIZE ON FLOOR PLAN) /\ \ \/ %
1 ��� �/�/\/\ ' @°le�T/14'l. °° ^.�®®e SITE SCHEER
J_ \ \ \ \ \ \ \ \ \� ° ••.°°•° �� SECTIONS
TYPICAL FRAME �\\/ \ TYPICAL FRAME ��q®FESS{O A
SECTION '� /i ��i /�/i SECTION ///// c �S`eait",ellea4+0,®� �\ `
(ENDWALL VIEW) (SIDEWALL VIEW) //"\� 3
SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0"
BUILDER
BUILDING DESIGN NOTES AND DETAILS 07
FA4.1 GRADING & EXCAVATION A48 CONCRETE FLOOR(OPTIONAL)
K
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. s
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 2 a
USE GROUP=U ®'
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT ?U
EXPOSURE CATEGORY= C
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; '9
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE HEIGHT & AREA LIMITATIONS ESI UNPROTECTED
OCCUPANCY LOAD=AS PER DESIGN gT
FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1
OTHERWISE SPECIFIED. TOTAL FLOOR AREA (SQ FT)=576 DESIGN
A4.3 FRAMING Ld E
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. BUILDING VOLUME (CU FT)=6600 O 0
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 130 MPH (3 SECOND rn
YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER GUST), AND 103 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE. � Q � rn
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF 0
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, @48" BELOW GRADE UNLESS NOTED OTHERWISE. c < °-
USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND 30 PSF(LIVE) MIN.SNOW, 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. Q o
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. Y -i .'c
A4.10 APPLICABLE BUILDING CODES
A4.4 ROOF TRUSSES 'in oa
ROOF TRUSSES SHALL BE PRE-ENGINEERED, GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: d p N $
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE NH BUILDING CODE. 2015 IBC/2017 NY SUPPLEMENT CODES r0 0
SPECIFICATIONSTRUSS BOTTOM CHORD AND BRACING SOFLTRUSS SHAL BE LL HAVE HAVECPERMANENT NG TO MLATERAL BRACING A411 DESIGN CRITERIA:ANUFACTURERS Ld
E
OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 OWNER
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION)
& IBC 107.3.41 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 POSTSSOUTHERN BUILDING CODE CONGRESS (SSTD10) W
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-10)
WITH UPLIFT BLOCKS NH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) L V
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN
ACCORDANCE TMH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 A4.12 WARRANTY NOTES U
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, IBC WIND BRACING AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN L
REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND >
FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC.
TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE.
SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY
65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES,
PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS.
MINIMUM # OF 12D NAILS IN 14" STRUCTURAL TIMBER IS 1 PER J" BOARD WIDTH. SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE• Au INFORMATION SHOWN
ON TWS DRAWING IS THE
TRUSS CARRIER CONNECTION TO POST: AN4" GRK RSS STRUCTURAL SCREWS. SCREW ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC PROPERTY OF SHIRK
VALUES; SHEAR STRENGTH=1328 LB, TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. POLE BUILDINGS LLC
THIS DRAWING MAY NOT
LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTINGBE REPRODUCED WITHOUT
BUILDER AND
A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS OWNER PERMSAKE RESPONSIBLE
IZED NOT APPROVED BY A CERTIFIED ENGINEER. %J11411110101 TO VERIFY ALL OIMENSIONS
COLOR MATCHING SCREWS.XFA FASTENERS SHALL AL DCOMPLY WER ITH THE ROOFING HERED N& SIDING �efG OF ,'oia�>o DRAM 13YBEFORE "q SUcnoN
MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED s�®`�Q�••''••KO p` yO 6i REVIEW.
#1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED GJ;�j� "•,A�®o REVISIONS-
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100.
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT r G g�
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; n 8•w DATE 11/21/18
BOTTOM EDGE OF STANDARD ROOFING MATERIALS _ 0 2 SITE SCHEER
IS�b %° °`�� DETAILS
areaoe�cs A . 4
SEAN.781100 COMN Ply: 1 Job Number.AB STKOCT2018 Cust R6697 JRef:1wH266970010 T2 ,
FROM: Qty. 60 -AB Martin/Stock truss sea DrwNo: 354.18.1553,24113
Truss Label: 30A/Corn/16/412-130 / BAF 12120/2018
4'6"1 '1 8' T 1115"16 + 16'
4'6"1 3'5"15 3'5"15 4'6"1
=4X5
12 D
T
C4 o2E4
m
ih
N Zo
B F
ais A G
H
3X8(A1) =3X8 =-3XB(A1)
16'
�10"8 8' 8' 10"8J
8' 16' '
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf In PSF) Defl/CSI Criteria A Maximum Reactions(Ibs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 CL• - CAT: - PP Deflection in loc L/defl LI# Gravity Non-Gravity
TCDL: 5.00 Speed:130 mph Pf:30.0 Ce: - VERT(LL): 0.145 H 999 240 Loc R+ /R- /Rh /Rw [U /RL
SCLL• 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL):0.193 H 975 180 B 1,537 /- !- 1476 /406 /145
BCDL: 5.00 Risk Category:II Snow Duration: - HORZ(LL):0.048 H - - F 1537 /- A /476 /406 /-
EXP:C KzL NA
Des Lid: 40.00 Mean Height;15.00 ft HORZ('i'L):0 064 H - - Wind reactions based on MWFRS
Code/Misc Criteria Creep Factor.2.0 B Big Width=8.0 Min Req=2.4
NCSCLL:10.00 TCDL:3 0 psf
Soffit: 2.00 BCDL:3.0 psf Bldg Code: IBC 2015 Max TC CSI: 0.776 F Brg Width=8.0 Mtn Req=2.4
TPi Std:2014 Max BC CSI: 0.986 Bearings B&F are a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2
Spacing:48.0" C&C Dist a:3.00 it Rep Fac:No Max Web CSI:0.406 Members not listed have forces less than 375#
Loc.from endwall:Any FTiRT1PT:2(0u2(2)12(0) Maximum Top Chord Forces Per Ply(Ibs)
GCpt:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens, Comp.
Wind Duration:1.60 WAVE VIEW Ver.17.02.02C.0211.16 B-C 1783-3034 D-E 1338 -2076
Lumber C-D 1338-2076 E-F 1783 -3034
Top chord 2x4 SPF#111#2
Bot chord 2x4 SPF#11##2 Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Cotii Chords Tens. Com
Webs 2x4 SPF Stud p• p•
Purlins B-H 2790-1554 H-F 2790 -1563
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows: Maximum Web Forces Per Ply(Ibs)
Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp.
TC 24 -0.88 16.88 C-H 661 -1132 H-E 661 -1132
BC 79 0.15 15.85
Apply purlins to any chords above or below fillers D-H 765 -385
at 24"OC unless shovm otherwise above,
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IBC-15 section
1607.
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&C
member design.'
Additional Notes g
Refer to General Notes for additional Information
ria cF �=c `� Ati
K A
12/20/2018
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING[
—IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care In fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building
Component Safety.Information,by_TPI and SBCA)farse fety practices pnorto performing these functions. Installers shall provide temporary
bracing per BCSI_Unless noted o erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached ri Id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,B7 or ti10,
as applicable. Apply fates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
drewings l60A Z for s�andard plate positions. ALPINE
ii A i�r1�f� (t�
Alpine,a division of ITW Buildin44Components Group Inc.shall not be responsible for any deviation from this drewing,any failure to build the ALP tlµ�@9E
truss in conformance with ANSIri PI 1,or for handIMp�shipppingp,installation and bracing of trussesA seal on this drawing or cover pa e..
listing this drawing,indicates acceptance of proTessione engineering responsibility solely for the de si n shown. The suitability 13723 Riverport Drive
and use of this drawing for any structure is the responsibility of the engineering
Designer per ANSI/TPI 1 Sec.2. Suite 200
Far more infcrmason see finis[ous general notes Page and these web sites•ALPINE:www ar ineft.com•TPI:www leinst org;SBCA www.shcindustri.com.ICC WNW imsafe.arg Maryland Heights,MO 630