HomeMy WebLinkAbout41160-Z S11GFQt,�C Town of Southold
5/8/2017
0
P.O.Box 1179
o • 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38931 Date: 5/8/2017
THIS CERTIFIES that the building ACCESSORY
Location of Property: 420 Jasmine Ln., Southold
SCTM#: 473889 Sec/Block/Lot: 70.4-6.9
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/25/2016 pursuant to which Building Permit No. 41160 dated 11/15/2016
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 AS APPLIED FOR
The certificate is issued to Gaffga III,William
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41160 04-20-2017
PLUMBERS CERTIFICATION DATED
017
Signature
.���SUf�cQGy TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 41160 Date: 11/15/2016
Permission is hereby granted to:
Gaffga III, William
PO BOX 1332
Southold, NY 11971
To: construct accessory garage as applied for.
At premises located at:,
420 Jasmine Ln., Southold
SCTM # 473889
Sec/Block/Lot# 70.-1-6.9
Pursuant to application dated 10/25/2016 and approved by the Building Inspector.
To expire on 5/17/2018.
Fees:
ACCESSORY $364.00
CO -ACCESSORY BUILDING $50.00
Total: $414.00
F
eding I ector
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$15.00
Date. Xu
Xuf
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 7AO V -smw F_ L-4yu S
c, OUTHOc,6
House No. Street
�� Hamlet
�Owner or Owners of Property: JI(.[_l&Vj l�� A- -.0--
Suffolk County Tax Map No 1000, Section 20 Block 01 Lot �,9
Subdivision 3UU'fW)Lbi IZ LLAS Filed Map. 2- 2 Lot:
Permit No. y I I� 0 Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: V (check one)
Fee Submitted:$ 93
�&&
Applicant Signature
SOVpy®�
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G Q
Southold,NY 11971-0959 � roper.richertCa�town.southold.ny.us
ouffm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Gaffga
Address: 420 Jasmine Lane City:Southold St: New York Zip: 11971
Building Permit* 41160 Section: 70 Block: 1 Lot: 6.9
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: HOME OWNER DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 50A A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 4 Twist Lock Exit Fixtures TVSS
Other Equipment.
Notes:
Inspector Signature: Date: April 20, 2017
0-Cert Electrical Compliance Form xls
oF SO�lyolo
UM`I
TOWN OF SOUTHOLD BUILDING DEPT.
765-18®2
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLEIG,
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL).
REMARKS:
Il�vv►� 0 5-� r✓
DATE INSPECTOR
SOUTyolo
TOWN-OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ,[ ELECTRICAL (FINAL)
REMARKS:
DATE -INSPECTOR
SOUlyolo
000M'1,�`
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] SOLATION
[ ] FRAMING / STRAPPING [vl FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: gaolv�vr�
DATE INSPECTOR
OF SO(/ry�l
� o
TOWN OF SOUTHOLD BUILDINC,DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION ,,nn
[ ] FRAMING / STRAPPING [ FINAL eklAX M3
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL ROUGH) [ ] ELECT ICAL (FINAL)
REMARKS:
OK
DATE INSPECTOR
FIELD INSPECTION REPORT I DATE COMMENTS
11 lid �- o—K7 WNO,o,),q ® m
FOUNDATION(1ST) y
-------------------------------------
FOUNDATION (2ND)
O
� V
ROUGH FRAMING
PLUMBING
INSULATION PER N.Y.
STATE ENERGY CODE
Wuu I/
FINAL
ADDITIONAL COMMENTS
3-as- 5. S7 Fq-0
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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 SurveyQ y
South oldTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined t '20A nM Single&Separate
���U V D
Storm-Water Assessment Form
Contact:
Approved �7 ;MAO- OCT 2 5 2016
_Disapproved a/c
10"ING Phone: �g Jl 7 qU" y6 2 v
Expiration '20 TOWNOF LD
BuilVg
gnspe r
APPLICATION FOR BUILDING PERMIT
Date T , 206
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.
(Signature of applicant or name,if a corporation)
A0 &,V /33Z 3buA1UcA <!g)/
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Ow)UE2 -
Name of owner of premises 601 LL111kN1 l� t�/i C� -V3Y--
(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 V '',Block l Lot 6,7
Subdivision Ui}(Uc l/s LC/IS Filed Map No. q_)37 Lot 1(,o
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 ST-ORAGr a GF_
3. Nature of work(check which applicable): New Building I—"' Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost l �. G� Fee
—� (Tu-�e paid on filing this application)
5. If dwelling, number of dwelling units �=Number=of'dweJl-ing uis 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 `a r' =V`1 `s t'IZar 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 o22 I Rear 22 Depth "30 �
Height I? ' b " Number of Stories / >`
9. Size of lot: Front 103, 5q
/( Rear pq ' Depth 163,q9 � `t P42107 ,
10. Date of Purchase IZ I S� X12 Name of Former Owner PE omc P&,oma-PlEs o4uh6,cmlNP
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 1/NO Will excess fill be removed from premises? YES NO
14.Names of Owner of premises 1,vi Win CAF,FG1�Address 1120 tcpuf_ LAA
one No. 7Y(/'fib?®
Name of Architect Address Phone No
Name of Contractor Address Phone No.
5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ?�
* fF 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'survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO L-----
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
S :
COUNTY OFSU D
Til \ G a-W-n c ._ being duly sworn, deposes and says that(s)he is the applicant
(Name of indiv*idudsigning contract)above named,
(S)He is the D11y ryc r
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me th.*
a.
5_U0 day of 1)r 20 1(o
TRACEY L. DWYER
—NOWY PUBLIC,ST
otary Public NO.01 DW6306900 r"Signature of Applicant
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2a
t
:i
�4�t7FFC�k`� STO�]EZI��I WAT]EIK
Scott A. Russell
SUPERVISOR AMIA NA\(Gl]EAWIEN T
7
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
- --- - - - - - - - - - -- - - - - - -DOES THIS PROJECT INVOLVE ANY ®1F 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.
❑ . Excavation or f illing involving more than 200 cubic yards of material
within any parcel or any contiguous area.,
®1311*'C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
al). Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑aE. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
EYF-.. 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. i`: 1000 Date-
-E—Strict
, /� GAFF
�J D-stnct r,,C� -1
NAME 6vlC-� A%,ji If �j(IFF64 / I "'•' U_Ot5_I
(Pr1"1� Section Block Lot
{/y_ Gr�rs/L�wiunl ' -k t:e•,6FOR
rOR
/ pp�� / BUL?1NE.i L;E:1'A1,Tl'1FN l_USE c3�L t
Contact Information. 16 ��V– �(�?o
Reviewed By jc� �)U�UA
Date. IQ a5 -�(p
Property Address / Location of Construction Work- — — — — — — — — — — — — — — —
�/ ,� /�� ��
[]44Approved for processing Building Permit
`l 20 j1/r Stormwater Management Control Plan Not Required
�(�J�^� — — — — — — — — — — — — — — — — —
jl 1n�h r—j Stormwater Managennent Control Plan i�Required.
Li (Forward to Engineering Department for Review)
FORM " SMCP-TOS MAY 2014
i
SO�ryol
Town Han Annex 41 Telephone(631)7651802
54375 Main Road N (631)763-gg5Q
P.O.Box 1179 G Q roger.dchert town.S0Ut110 6 nV us
Southold,NY 11971-0959
olyco�'��
I
BUaDING DEPARTMENT
TOWN OF SOUTUOLD
APPLICATION FOR ELECTRICAL INSPECTION '
REQUESTED BY:
Cr�►1 CA-,N24Z_ Date: i
Company Name:
- i
Name: -
License No.:
Address: '
1
Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name: ��IU_ C A+F(,k
*Address: C-JW _34SVH IA& Suo THo"4
*Cross Street: �T 2�-
*Phone No.:
E
Permit No.: t( (16-0
Tax-Map District: 1000 Section:—2_Q _ Block: / Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
i
I"Sllfc k-¢-D Sv 3
1Cy iters i 4 e,HTkyG
(Please Circle All That Apply)
Is job ready for inspection: YES NO Rough in Fina
�` .
*Do you need a Temp Certificate: YES
I
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 10W 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead A
Additional Information: PAYMENT DUE WITH APPLICATION-
-
i -
82-Request for Inspection Form
FOION
Town Hall Annex �� Gy�T Telephone(631-1802
54375 Main Road -c Fax(631) 734-9502
P- O. Box 1179 CD
Southold, NY 11971-0959 y T
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED
WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION
Date: �(%� AT
Owner: SOV 11,C.//11/" /4 6 fjT'GA -zUL
Location of Property: `I dO j -&*t44E. L-4,VP- SOU77yoL S
Please take notice that the (check applicable line):
!/ New residential structure
Addition to existing residential structure
Rehabilitation to an existing residential structure
:. to be constructed or performed at the subject property reference above will Utilize
(check- applicable line):
C/ Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
i/ Roof framing (R)
Floor and roof framing (FR)
Signature:Name (person submitting this form): ' 60tLc.,i4i4l 44,-FG
Capacity(check applicable line):
Owner
Owner representative
TrussResReg15.docx Effective 1!1/2015
6" DIAMETER
REFLECTIVE RED _ ROMAN ALPHANUMERIC
-PANTONE - - - -
DESIGNATION-OF CvNSTRliCTiviv
(PMS) 9187 TYPE BASED ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
2" MIN- REFLECTIVE
WHITE
1/2Q' STROKE
._.. ______��_ ___ .._. -pESiGt�E�''!'f•ON-F'OR-S'i`fti1L"i`ltf2'At .- -.--._—_:_..____-._......__-.__-._._—_.'__ ___
COMPONENTS THAT-ARE'OF
TRUSS CONSTRUCTION
"F" FLOOR FRAMING,',INCLUDIkG
GIRDERS�AND BEAMS%_ -
"R" ROOF FRAMING
"FR" FLOOR AND ROOF FRAM166
TRUSS IDB\ffiflGPMCNSICK
C ONFIJANE 11 ITi 19 W.CRR BART 126,544.q
�aDr=s DIVISIUh! EY�11V�'LE TRUSS IDEN IZFICAInON SIGN DATE002905
rte.
NEW YORK STATE DEPARTtI 'ENT OF STATE
DIVISION OF CODE ENFORCEMENT
AND ADMINISTRATION
�EP:cf 27b(EIJT UK'�(A f c
— TOWN OF SOUTHOLD PROPERTY RECORD CARD �
STREET VILLAGE DIST SUB — LOT
d +-1 - wasJS(�)L-At- io (8 �a� 0 o
ACR. REMARKS /� -
3� -^ -Uc�b' ^(.�Jut"A1� r�7!)a o'n
TYPE OF BLD. _ �-j
L 11616 loApp /v 7-q
PROP. CLASS
LAND IMP. TOTAL DATE ( tri c, rn s -rw0 Co-r
V�a-cr{
7-32J
S 0 ) V� v Cid _ n 25 f'�-
5 --
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FRONTAGE ON WATER """' TILLABLE
FRONTAGE ON ROAD WOODLAND "*
DEPTH MEADOWLAND
BULKHEAD HOUSE/LOT
TOTAL
MIN
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.G TO:
GAFFGA
INK OF NEW YORK
OR ABSTRACT CORPORATION
543938-16
t SUR VFY OF
L 00 T 16
t "MAP OF SOUTHOLD VILA S"'
FILED JUNE 25, 1992 MAP NO 9237
accordance with the minlmum � �
Dr title surveys as established
U.S. andapproved and adopted � �` S U�I� L
e by The Mew York State Land
-lotion. SUFFOLK COUNTY, 4. Y,
supply and sewage disposal 1000 - 70 - 01 - 69
1L!_ - -/.)- - - ..111 . . _l. --
a
1BUILDER J
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�P ROVE AS ®T 2-2X 10 MSR SYP P z u
TRUSS CARRIERS fq ' pJ( IDIS
DATE: S B.P.# I^' (
NEW BUILDING SPECIFICATIONS I��� . I ,2 C$'Yi�'rT""
FEE: BY: 30' X 22' X 12'4' POST & FRAME BUILDING DESIGN
NOTIFY BUILDING DE PA T T LLj as 0 0
O—18' X 8' CONCRETE FOOTINGS (il'P) � � v
765-1802 8 AM TO 4 PM FORTED (5301 LB CAP; 5080 LB COLUMN WT)
FOLLOWING INSPECTIONS: Oi 1-3'0' X 6'8' 9—LITE FIBERGLASS ENTRY DOOR �Q °'
1. FOUNDATION - TWO REQUI ED 01-12' X 10' STEEL INSULATED OVERHEAD DOOR
Q a
W/WINDOWS Q) 0 a-
"
`
FOR POURED CONCRETEE12-36"X 48" THERMALPANE DOUBLE HUNG WINDOWS Q o -
2. ROUGH - FRAMING & PLUM IN ® —3 PLY 2X6 GLULAM POSTS 8' OC (TYP) J
3. INSULATION 00 00 QN o
4. FINAL - CONSTRUCTION MUST -2X6 TREATED GROUND CONTACT SKIRT BOARD cn �j E s
BE COMPLETE FCg C.O. 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24' OC E -
ALL CONSTRUCTION SHALL MEET THE w
REQUIREMENTS OF THE CODE E 2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS O OWNER
YORK STATE. NOT RESPONSIBLE FOD 3-2X10 MSR SYP 91 PLF �TRU S CARRIES 0 640 PLF ROOF 12) SPANS CERr
DESIGN OR CONSTRUCTION EIRRORS. (769 PLF CAP; 640 PLF ROOF LOAD)
TRUSS CARRIER To POST=A'X4' GRK STRUCTURAL scREws
8 GEA.POSI (2 PER SPUCE MIN) 2664 SHEAR RATING Q J r
PRE—ENGINEERED ROOF TRUSSES— (� LLJ
4/12 PITCH, 48' OC, 30-5-5 LOADING - LL Z Z
COMPLY WITH ALL C DqRS F 4 ROWS 2X4 BOTTOM CHORD TIES (77' OC.) W
NEW YORK STATE & T® C DES 12'EAVES OVER�G
t BUILDER J
J
a
M
fF 11
r
T
28 GA. PAINTED 12
d 4r d z
STEEL 112"X6" Ln
r
HEMMED FASCIA
Hilulki Wft 1 28 GA 6 DESN
PAINTED STEELCD 0
WALL PANELS -
CORNER TRIM
ATTACHED W/ SCREWS
> Q �
� Q �
n aa-
BASE Y o
ANGLECl-
<
U) o Y
T p
BACK SIDEWALL LEFT ENDWALL 0E
SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" OWNER
28 GA. PAINTED STEEL ti
12" RIDGECAP(VENTED) 28 GA.
PAINTED STEEL
T 4r 6" RAKE TRIM LL Z Z
28 GA. PAINTED STEEL u,
SCREWDOWN ROOF 28 GA PAINTED Q d
PANELSIn STEEL DOUBLE 0 N -1
ANGLE Z TRIM ..1
J _
1'
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12'0 X 10'0 36"X 48" 36"x 48" O
3.0'% 6'8" THERMAL PANE THERMAL PANE
9x
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OVERHEAD DOOR ENTRY r V,
DOOR I
N
L INDRAWING
ON SHOVVN
NTFO S THE
PROPERTY OF SHIRK
POLE BUILDINGS LLC
THIS DRAWING MAY NOT
BE REPRODUCED WTHOUT
PERMISSION BUILDER AND
OWNER ARE RESPONSBLE
TO VERIFY ALL DIMENSIONS
0��o II OII�y/a��g� BEFORE CONSTRUCTION
FRONT SIDEWALL RIGHT ENDWALL DRAM BY ALS`e����(�G ..••• �Y�°si� REVIEW
SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" �GJ��'•• AFi�j,o,9 e REVSIONS
® off 7-
fUr = DATE 10/17/16
SITE GAFFGA
%2cP •• '�` ELEVATIONS
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BUILDER
PAINTED RIDGBCAP g NAILS 2X4 ROOF PERIUN 26 GA.PAINTEDO K
VENTED OR 2yyFjATERTICE ROOF TRUSS PER TRUSS ROOF SIM ROOFING
PAINTED 2-31X120 2X4 ROOF PNS IRTITE J n'
SEALTMHINTED STEEL GAN.NAILS PURLIN
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TRUSS 2X8 Ty �
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2PE4RU /P� S'0!1 CEMER SIRUCIUPAINTED SCREWS RIIL � DOOR TRIM MSG •va
POST DOOR EAD DOOR •a
I W90 ERSTRIP
SYP
ORK STRUCTURAL n
12'RIDGE CAP METAL SIDING • ROOF PURLIN RKSCRS TO POST OVERHEAD DOOR RAKE TRIM
DETNL ROOFIND FASTENERS FASTENINO DETAIL CARRIER FASTENER DETAIL HEADER DETAIL DETAIL
SCALE 1/2'- 1'0• SCALE: 1/2'- 1'0' SCALE 1/2'- 1'D' SCALE 1/2•- 1.O' SCALE: 1/r- 1'o' SCALE- 1/2•- 1.0'
DESIGN
W O 0
PAINTED STEEL a-
WNL POST NG N 0, a
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2X4 WALL cy-
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a
GALV .• I ROOF VENTED 0-
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F SIDLE CHANNEL FBaJ TRIMcn CL
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TRUSS POST MEIN.SIDNG p (n C
61DENALL GIRT 221(8 TI
BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12'EAVE OVERHANG N O -
FASTENING DETAIL FASTENER DETAIL JAYS DETAIL DETAIL E T o
SCALE: 1/2'-1'D' SCALE i/2'- 1'0' SCALE 1/2'- 1'0' SCAIE 1/2•- 1'0' � w
28 GA. PAINTED STEEL
ROOFING
Ak WASH
R OWNER
2X4 BOTTOMtMSR
T
PERMANENT
S2X8 SPF
ROOF FACE BOARD
�. PAINTED 2X4 F DIAGONAL BRACE V W
FASCIA pp-
FROM IMM1�TO BOTH EAVES PRE-ENGINEERED LL Z Z
ROOF TRUSSES Q
VENTED
Il
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ru
TPANELS V N J
'OC. STEEL, J Q
HURRICANE TI FILJ TRIM - MtUSS NOTCHED- J �
SYP TRUSS CARRI /1 SYP TRUSS C/NRIERS INTO POST N
o
2X4 SPF SIDEWALL GIRTS 24'OC.
3 PLY 2X8 GLU-LAM (n
N Posrs B' oc. TYP.
11
WALL BRACING REWIIEHEHIS
28 GA.STRUCTURAL STEEL ALL wFCRMAnaN s ovN
WALL BRACING PANELS INSTALLED TO EXTERIOR AWPA Ut TREATED POSTS B' GC.TYP. ON THIS DRAWNG IS THE
REGUIRE]AE7115: OF WALL PURUNS WURi SCREWS PROPERTY OF SHIRK
28G&STRUCTURAL POLE BUILDINGS LLC
STEEL SIDIN THIS DRAWING MAY NOT
2X4 SPF WALL GIRTS 24'OC PANELS INTI BE REPRODUCED WTOUT
PERMISSION BUILDER AND
VEMWITH SCREW GRADE 0 IBfA�AfBbrf/f OMER PRE RESPONSBLE
TO FY ALL g PAS TREATED GRADE PRESSURE TREATED y1®®®®`� "•`� ®®°° BEFORE CONSTRUCTION
SONS
4-4000 PSI SYP SKIRT BOARD SYP GI�IRLD CONTACT ®°a ° ....°°°°
GRADE(BOTTOM �f�IEF2X6 SKIRT BOARD a® Q� °° a( p !-p ° DRAVJa Br ALS
OF ) WP� 1 o�a��e° Q p�j�°°•9 ®i REV EW
\/ //\//\//\//\//\//\//\//\//\// \//\//\//\/ / / / / / /�// e a REVISIONS
3/4' NE BASS COMPACTED \\/\\/ \\/\\/\\/\\/\\/\\/\\/\\/\\/ \/\\//\\//\\/,\\//\\//\\/\\/\\/\\/ \\/\ G;
(OPTIOWIy SOIL BACKFILL //\\ //\\//\\//\\//\\//\\//\\//\\//\\//\\// \\�3D00 PSI OONIAETE�//\\//\\//\\/ \\// r �� TTl:a
00 .\ j� _C� • �S tyt
3000 PSI. CONCRETE FOOTING I \\/\\/3000 PSF SOIL/ ON FLOOR PLAN)` \\\\/ \\j ' tr •t L : fV
, F, \� DATE 10/17/16
(SEE SIZE ON FLOOR PLAN) \\ \\� \
SITE GAFFGA
142•.•' ?
/%/\//% TYPICAL FRAMEESSIONP�
SECTION SECTIONS
TYPICAL FRAME ��/�/� SECTION i�/i�/i�/ ' r� a
'ejtoaeoleeeA111N 4
(SIDEWALL VIEW)
(ENDWALL VIEW) SCALE: 1/4" = 1'0"
SCALE: 1/4" = 1'0"
IY
BUILDER
BUILDING DESIGN NOTES AND DETAILS
A4 1 GRADING & EXCAVATION A4 8 CONCRETE FLOOR(OPTIONAL) _-a v
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE j
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 BUILDING USE= STORAGEA4 2 FOOTINGS dX24
a
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT USE GROUP=U Z v
EXPOSURE CATEGORY= C
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, HEIGHT & AREA LIMITATIONS=58 UNPROTECTED
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 TOTAL FLOOR AREA (SQ FT)=660 DESIGN
A4 3 FRAMING LLJ� O E
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE BUILDING VOLUME (CU FT)=9700
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 130 MPH UNLESS NOTED (Da
OTHERWISE > E
YELLOW PINE TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM FB=2150, FC=2050 LUMBER > Q T
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 O
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, @48" BELOW GRADE UNLESS NOTED OTHERWISE E o
USE CATEGORY 48 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 o 0 rn>
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP A4 10 APPLICABLE BUILDING CODES J C
A4 4 ROOF TRUSSES m CL
ROOF TRUSSES SHALL BE PRE-ENGINEERED GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES Q p
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE 2015 IRC/2016 NY SUPPLEMENT CODES � D T o
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS A411 DESIGN CRITERIA: (DE
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 2015 OWNER
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502 11 1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2015 FOR WOOD CONSTRUCTION) T
& 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) 2 r
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-05) Q J r
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) W ',,,
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND LL Z Z
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN LL �C
ACCORDANCE WITH IBC SECTION 2304 9 1, 2308 10 1, AND 2308.10 6 A412 WARRANTY NOTES 4 G 0
A46 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 J
2308 9 3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND N
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
IN 60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED, ASTM A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY N
153 PLATED 1 2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE THE MINIMUM STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES,
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 INFORMAT ON SHONN
ON THIS DRAMNG I$THE
TIMBER IS 1 PER 2" BOARD WIDTH TRUSS CARRIER CONNECTION TO POST 1%"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 DRAINNG 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 VMTHOUT
PERMISSION BUILDER AND
LBS, MIN BENDING ANGLE=35' FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS OMER ARE RESPONSIBLE
A4 7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED NOT APPROVED BY A CERTIFIED ENGINEER TO VERIFY ALL DIMENSONS
BEFORE CONSTRUCTION
WITH #9 WOODGRIP, 4" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED �e�®oeep9 °0ee�p®��o BEFORE
8Y CONSTRUCTION
MOLOR MATCHING FG'S REQUIREMENTS SCREWS FASTENERS EAL SIDING AND ROOFINGWITH
SH ALL BE ROOFING
WARRANTED SIDING a�� ''� � _ REMEW
1 '-1 BENSONS
,tQ:, �OPp�..�,$
#1 GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT me z DATE 10/17/16
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT, s�� ZD = SITE GAFFGA
BOTTOM EDGE OF STANDARD ROOFING MATERIALS !6 2 g DETAILS
j4.
A
>e�`se✓sAo/Oeav SS'+ONP`,a`c 4
Job Truss Truss Type Qty Ply 30'Stock Truss
128226321 ' --
8611063 T30 FINK 1 1
Job Reference(optional)
Superior Trusses, Ephrata,PA 17522 7 640 s Sep 29 2015 MTek Industries,Inc Mon Nov 07 14 17 20 2016 Page 1
ID XCCL3vaYmfV1mepn6GhTf9yglYS JaPBukv7yp8cluKNub67TIB2BtwDcXirSY—k6PyLYWj
V,0-A 7-t 0-0 7-2-0 7-z-0 7-10-0 19-8
Scale=1 54 1
5x6 =
4.00 12
2x4��11 12 2x4
3 5
1 2 6 7
11 c?
10 9 8
4x10= 4x6= 4x8= 46= 410=
10-3-4 19-A.72 30.0.9
10-3-4 s-s-e 1 a3-a
Plate offsets(x Y)- T2.0-0- 0-0-4) [6.0-0-0.0-QA
LOADING(psf) SPACING- 4-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -043 2-10 >827 240 MT20 197/144
(Roof Snow-30.0) Lumber DOL 1.15 BC 0.90 Vert(CT) -0.68 2-10 >518 180
TCDL 5.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.17 6 n/a n/a
BCLL 0.0 Code IBC2015/fP12014 (Matrix) Wind(LL) 0.21 8-10 >999 360 Weight.136 lb FT=0%
BCDL 5.0
LUMBER- BRACING-
TOP CHORD 2x6 SP No.1 TOP CHORD 2-0-0 cc purlins
BOT CHORD 2x4 SPF 2100F 1.8E (Switched from sheeted.Spacing>2-8-0).
WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-5-15 oc bracing.
REACTIONS. (Ib/size) 2=248610-6-0,6=248610-6-0
Max Horz 2=162(LC 9)
Max Uplift 2=-777(!-C 10),6=777(LC 10)
FORCES. (lb)-Max.Comp/Max Ten -All forces 250(lb)or less except when shown
TOP CHORD 2-3=5541/1653,3-11=4762/1428,4-11=-4585/1453,4-12=4585/1453,5-12=4762/1428,5-6=-5541/1653
BOT CHORD 2-10=-1445/5108,0-10=83213444,8-9=-83213444,6-8=-144515108
WEBS 3-1 0=-1 31 31532,4-10=-354/1556,4-8=-354/1556,5-8=-1313/532
NOTES-
1)Wind ASCE 7-10,Vult=130mph(3-second gust)Vasd=103mph,TCDL=3 Opsf,BCDL=3.Opsf,h=15ft,B=45ft,L=24ft,eave=4ft,Cat.II,
Exp C,enclosed,MWFRS(directional),cantilever left and right exposed,end vertical left and right exposed,Lumber DOL--1.60 plate
gnp D0L=1 60
2)TCLL ASCE 7-10,Pf=30.0 psf(flat roof snow);Category 11;Exp C,Fully Exp.;Ct=1 2
3) Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30 0 psf on overhangs
non-concurrent with other live loads
5)Dead loads shown Include weight of truss. Top chord dead load of 5.0 psf(or less)Is not adequate for a shingle roof Architect to verify
adequacy of top chord dead load
6)Plates checked for a plus or minus 2 degree rotation about Its center
7)This truss has been designed for a 10.0 psf bottom 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 at joint(s)except(jt=1b)2=777,
6=777.
9)"Semi-ngid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss.
10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building ®f NE fR,
designer. �V
11)Graphical pudin representation does not depict the size or the orientation of the purlln along the top and/or bottom chord. 4. �GA). C f,0
1.
cc
LU
�01080flg�����Co
�FESS1��
November 7,2016
Al WARNING-Verfry design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE WI-7473 ray.10/032015 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 truss system Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i�ntY�p
ftbuilding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Mew
fabncatron,storage,delivery,erection and bracing oftrusses and truss systems,see ANSUTP11 Quality Cntena,DSB-89 and BCSI Building Component 16023 Swngley Ridge Rd
Safety Information available from Truss Plate Institute,218 N Lee Street,Suite 312,Alexandria,VA 22314 Chesterfield,MO 63017