2008-109 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20080109 Date Issued: Monday, September 21, 2009
This is to certify that work requested to be done as shown by Permit Number P20080109
has been completed.
Tax Map Number: 523400-308-018-0001-019-000-0000
Location: 19 HONEY HOLLOW Rd
Owner: DANIEL & KATHLEEN GRASMEDER
Applicant: DANIEL & KATHLEEN GRASMEDER
This structure may be occupied as a:
Work Shop
By Order of Town Board
TOWN OF QUEENSBURY
1 jt
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
111ft TOWN OF QUEENSBURY
ros 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080109 Application Number. A20080109
Tax Map No: 523400-308-018-0001-019-000-0000
Permission is hereby granted to: DANIEL&KATHLEEN GRASMEDER
For property located at: 19 HONEY HOLLOW Rd
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: DANIEL&KATHLEEN GRASMED $18,900.00
19 HONEY HOLLOW Rd Work Shop
QUEENSBURY,NY 12804 Total Value $18,900.00
Contractor or Builder's Name/Address Electrical Inspection Agency
TOWPATH CONTRACTORS
743-9391
12 GEER St
GLENS FALLS,NY 12801-0000
Plans&Specifications
2008-109
576 sq ft workshop
$57.60 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, September 24, 2009
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Tgwn'of ueens ry; ,Vyedipesday,September 24,2008
SIGNED BY C r> � ire for the Town of Queensbury.
Director of Building&Code nforcement
j > 1 OFFICE USE ONLY - E- CEirIVO -1.))
1
•
TAX MAP NO. PERMIT NO. ( ju-
FEE PAID 5"7, 6 0 BLDG. &CODES APPROVAL 2008
-
-:FGWN-GF IdEENSBI. Y
ACCESSORY STRUCTURE BUILDING PERMIT APPLIMieW CODES
Use this application for any structure other than the Principal Structure(house)to include, but not limited to:
garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-
Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PER T.
OWNER: DAMet. J, 6 s 0-jj INSTALLER/BUILDER: .76 YE( 66$7T J(4r1 i ced-fg,1-cml S
ADDRESS: (GI 176,4Cy` KOZLO CA) ADDRESS: ! 6s -Z �i r� f/ i i.i,S I°'% -1 ,,t
/
PHONE NOS. `s[e)7g3-1/18 0 PHONE NOS. (518)7 ` - 177,3
LOCATION OF PROPERTY: (? // E)t j-"OLI.()o) SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ✓ev rl'irreatirN b
ESTIMATED COST OF CONSTRUCTION: $ l�/`T°° ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? NO
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
sr ND PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH*
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS: )
14,;Ws e OTHER ACCESSORY STRUCTURE: 516,
*CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO]REQUIREMENTS IF THE STRUCTURE IS LOCATED IN
THE WATERFRONT RESIDENTIAL ZONE.
To the best of my knowledge,the statements contained in the application,together with the plans and specifications
submitted,are a true and complete statement of all proposed work to be done on the described premises and that all
provisions of the Building Codes,the Zoning Ordinance,and all other laws pertaining to the proposed work shall be
complied with,whether specified or noted,and that such work is authorized by the owner. Further, it is understood that
I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance
being issued,as requested by the Zoning Administrator or Director of Building
and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, QUESTIONS? CALL 761-8256 OR EMAIL
showing actual location of all new construction. codest queensbury.net
I have read d lgree to he above. VISIT OUR WEBSITE FOR MORE INFORMATION
SignedDated:,; D to : 3 Z og www.queensbury.net
Namerritle(Printed) MN `-L. `✓ . C Sri l) =R — vG.l A)
Town of Queensbury • Community Development Office • 742 Bat/Road, Queensbury, NY 12804
S
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection -•Ap.1 ce. _ : /O r Q 0
Queensbury Building&Code Enforcement Arrive: 1 .. �D Dep : '
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi
NAME: 4 'der RMIT#: e 'O
LOCATION: -■, c _ SPECT ON: z( 0
TYPE OF STRUCTURE: /1111111' ? 'i '
Comments
Yv7 N N/A
Footings
Piers
Monolithic Slab
_ v:///
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior I Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Buiiding&Codes Forms\Building&Codes\Infection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Queensbury Building & Code Enforcement - Residential F I pection
Office No. (518) 761-8256 Arrive: r
Date Inspection request received: Vey/07 Inspector's Initials:
NAME: r a.S r PER #: Cl
LOCATION: I ., G d DA : `)' U G?
TYPE OF STRUCTURE:
li . 0 Comments
xis as NIA
4" Building Number Address visible from road
Chimney Height/"B°Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Handrail 4 or more risers
Guards at stairs,decks,patios more than 30 inches above.grade
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wali
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate _
Gas Valve shut-off exposed I regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors I Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 sgft.-150 sq ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation/Insulation Certification
Floor truss,draft stowing finished basement 1,000 sq.ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'A"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3At hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Arc Fault Breaker in Bedrooms
Flex Gas Pipe Bonding_
As Built Septic System/Sewer Dept. inspection Sticker
Site Plan /Variance wired
ca ion,if required
OW to lame Cic or G/4 j Temporary - � A
L:\Building&Codes Forms\Building&Codes spection FomistResidential Final Inspection Form_revised 100405.doc;Revised
January 7,2008;Revised 6/26/08
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIP//AL CERTIFICATE - ELECTRICAL APPROVAL
Permit No. 15.' Cert. N° 11 2 0 0 Cut-in Card No.
Owner // 17,`//6,� �,A—� ',1V" /Z- �/
Location../...g i �'tU I #411��. 24/ /20 - /
Installation Consisting of V f 2 Q)"3
Installed By ,1 Lic.No.
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of making inspections at any time, and if its
rules are violated,atf the Company shall have the right tt rJeerpke hi ce 'cafe.
Date I- 3f-O f INSPECTOR
--I-/ to 'd,
Queensbury Building & Code Enforcement - Reside for. ' I nspection
Office No. (518) 761-8256 Arrive: , p}.. , •-rt. r P�
Date Inspection request
received: Inspector's Initial 4 � ``
NAME: P' -MIT#: O /Cj 6i� Afewn,....) 9 , E: ,-- ..7., 7
TYPE OF STRUCTURE: 7
t Nt ents:
o /A '/ .):
4" Building Number Address visible from road
Chimney Height/"Be Vent/Direct Vent Location s
Fresh Air Intake 1 6 1 `
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete i , ,
Platform at all exterior doors .
Handrail 4 or more risers
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more -�- 55 E �� V
Guard at deck,porches 36 inches or more CI
Handrail Termination at Newell Post or Wall V1/4� �
interior/Exterior Railings 34 inches to 38 inches \
Deck Bracing/Handicapped Ramp Compliant �3
Grade away from foundation 6 inches with 10 feet7/
k tvL '\ 5
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade FCN-- •' ..-LECC \C: % L.—
Interior privacy/trim/doors/main entrance 36 inches �} 1 �, IU� .
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safey glazing � �F
Interior Smoke Detectors/Carbon Monoxide Detectors \) e-
Every level: Every Bedroom: AVix
Outside every bedroom area: . .-�
Inter Connected: Battery backup: _._ L' \Q L`
A
hes x 22
Crawl c Spaces 18 ss 30 inch x 24 inch inches
access,inches
sq.ft.-150 sq.ft.accessiblein vets area �
Plumbing fixtures
Bathroom Fans,if no window � �V k `��--' �-��sN\c- _
Foundation insulation/Insulation Certification
Floor truss,draft stopping finished basement 1,000 sq.ft. "
Emergency egress below wade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area Ki°
Fumace/Hot Water Heater operating l/
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'A"Gypsum / JOY,(..)
Basement stairs dosed rise>4 inches ✓
Garage Floor Pitched
Garage fireproofing/34 hour fire door/door doser
Duct work Sealed properly
_Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Arc Fault Breaker in Bedrooms
Flex Gas Pipe Bonding
:�. S=., `,.. De• . Inspection Sticker
r -r Variance r •aired
tartEtet,lotelitle ii- lied i
M r. smearyf -
L:\Building&Codes Forms\Building&Codesllnspection Forms\Residential Anal Inspection Form_revised_100405.doc;Revised tifysai
January 7,2008;Revised 8/28/08
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Job:JOB16810 Mark: R2 Quantity: 2 Type: TR Span: 240000 P1-H1: 10 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 4
FIGGS QUEENSBURY BRANCH
ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truss NOTES:
ON JOINTS EXCEPT: TOP 0.02 2x 6 SP-SS O.C. From To JT REACT ACT WID REQ WID Total Design Loads (plf) Trusses Manufactured by:
JT PLATE SIZE X Y BTM 0.04 2x 4 SPFS-#2 TC Cont. 0- 0- 0 24- 0- 0 LBS IN-SX IN-SX TC V 86 20 0.0 12,0 SARATOGA LUMBER TRADERS •,
A 4.00x 6.00 1.05 0.78 WBS 0.26 2x 4 SPFS-#2 BC Cont. 0- 0- 0 24- 0- 0 * 3240 N/A N/A TC V 86 20 12.0 24.0 Analysis Conforms To:
C 4.00x 6.00 -1.05 0.78 PB1 2x 4 SPFS-#2 One Continuous Lateral Brace *CONTINUOUS BETWEEN A -C BC V 0 20 0.0 24.0 ANSI/TPI 95 6 02
N 5.00x 5.00 CNTR -0.50 PB2 2x 4 SPFS-#2 M -L N -B P -O hz = -237 + 6 Wind Load Case(s) OH Loading
Attach CLB with (2)-10d nails + 2 Unbal. Load Case(s) Soffit psf 2.0
TC Fb=1.15 Fc=1.10 Ft=1.10 at mm on each web UPLIFT FOUND AT BEARINGS + 1 UBC Load Case Design checked for LL on BC
BC Fb=1.10 Fc=1.10 Ft=1.10 BRG UPLIFT BRG UPLIFT + 1 Dead Load Case per BOCA (section 1606.2.3),
LBS LBS IBC/IRC-2003 and FBC 2004
A-C 493 (section 1607.1), 20.0 psf.
Design checked for 10 psf non-
TL Defl 0.00" in X -C L/999 concurrent LL on BC.
LL Defl 0.00" in X -C L/999 Refer to Gen Det 3 series for
Shear // Grain in J -L 0.11 web bracing and plating.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 90 mph
6x6 Mean Roof Height: 25-0
Exposure Category: C
HHEO5 4-7 B FHiFOI 4-7 Occupancy Factor : 1.00
Building Type: Enclosed
*2x411 pi *2x411 Zone location: Exterior
L O TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
*2x4II 1 *2x411 Roof Snow Load per ASCE 7-02
Tom/J 'N.2 Ground Snow Load = 60.0 psf
NN TCU Rain Load = 0.0 psf
Importance Factor 1.00
4x6�*2x41�'< *2x4114x6'' Thermal Factor 1.10
11-5-3 10 s2 H S 81 Exposure Factor 1.00
*2x411 c^5 �( e-5 *2x411 Balanced Load Factor 0.72
10-7-7 Unbalanced Load Factor 1.50
F e,6 ,b U Unbalanced Loads Checked
Load Factors = 1.50 and 0.00
*2x411 � c^ c^ Q� *2x411 Max comp. force 19 Lbs
Oil r+^4 c W Max tens. force 61 Lbs
4x6T« Ij43c6. Quality Control Factor 1.00
Aa , e a C
' E G I K M N P R T BCLV X
*2x411 *2x411 *2x411 *2x47 *2x4H 5x5= *2x411 *2x411 *2x411 *2x47 *2x47
o
SPL
TC ''' 12-0-0 I 24-0-0 a
] i-106€y Woa-Ks, i e
BC 24-1-0 u
Q 24-0-0 I> ('ty !/�r 0 Al Y ('0 �
l.]L
ALL PLATES ARE MT2020 yt5 oNs ad2y) Ny
PG-E. 13 a° /4
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus"' APPROX. TRUSS WEIGHT: 254.7 LBS Scale: 3/16"=1'
Connector plates shall be applied on both faces of Inss at each joint.Center the Robbins Eng.Co,bean no responsibility for the erection of trusses,Sold bracing or
h plates,unless indicated otherwise.No loose knots or wane in plate contact area. permanent inns bracing.Refer to SCSI 1.03 as published by the Truss Plate Auto Snow Loading Designer: Lucas Ah1
•^ Splice only where shown.Overall spans assume 4"bearings at each end,unless Institute,21S North Lee Street,Suite 312,Alexandria,VA 22314,Persons erecting TC Live 42.9 psf Checker:
,, ., °2 indicated otherwise.Cutting and fabrication shall be performed on equipment which tosses are cautioned to seek professional advice concerning proper erection bracing
•� rift produces snug-fitting its and plates.Unless otherwise noted,moisture content of to resent toppling and"dominoin Care should be taken to recent dams TC Dead 10 psf Reviewer:
..,.,,., ;, *.. ," - 5 .. " I n g joints P Pg". P damage
lumber-ball not exceed 19%at time of fabrication and this design is not applicable during fabrication,storage,shipping and erection.Trap and bottom chords shall be BC Live 0 psf Designed:
for use with fire retardant lumber and some preservative treatments.This design was adequately,braced in the absence of sheathing or rigid ceiling,respectively. It is the BC Dead 10 psf Rev No:
prepared in accordance with"National Design Specifications for Wood Construction" responsibility of others to ascertain that the design loads utilized on this drawing meet
wI_`_J_ -i-L__'T J •n Construction"
, National Design Standard for Metal Plate Connected Wood Truss or earned the actual dead loads imposed by the structure and the live loads imposed Total 2.9 psf Rev Date:
^"V''`��{1 '" 's Construction"(ANSI/NEI f 1,and HUD Design Criteria for Trussed Rafters. by the local building code or historical climatic records, Lumber SI 1.!5 Run Date: 03/25/08
Plate SI 1.15 Version: 22.0.002
FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. Spacing 24.0 in. Drawing:
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING&VERIFY p g
THAT DATA INCLUDING DIM AND LOADS CONFORM TO ARCH.PLAN/SPECS AND FAR.TRUSS PLACEMENT DIAGRAM _
Robbins Engineering,Inc./Online Plush'®1996-2008 Version 22,0.002 Engineering Review Drawing 3/25/2008 7'01:15 AM Page 1
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Jo}):JOB16810 Mark: R1 Quantity: 14 Type: ATI2 Span: 240000 P1-H1: 10 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1
FIGGS QUEENSBURY BRANCH
ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truss NOTES:
ON JOINTS EXCEPT: TOP 0.99 2x 6 SP-SS O.C. From To JT REACT ACT WID REQ WID Auto Attic/Snow Loading Trusses Manufactured by:
JT PLATE SIZE X Y BTM 0.71 2x 8 SP-SS TC Cont. 0- 0- 0 24- 0- 0 LBS IN-SX IN-SX Total Design Loads SARATOGA LUMBER TRADERS
Si 6.00x10.0OW 0.16 0.19 WBS 0.53 2x 4 SPFS-#2 BC Cont. 0- 0- 0 24- 0- 0 A 2478 3- 8 2-15 plf - Live Dead From To Analysis Conforms To:
B 3.00x 4.00 CNTR 0.33 hz = -236 TC V 86 20 0.0 6.0 ANSI/TPI 95 6 02
D 6.00x 6.00 CNTR -1.92 TC Fb=1.15 Fc=1.10 Ft=1.10 G 2478 3- 8 2-15 TC V 86 34 6.0 9.1 OH Loading
F 3.00x 4.00 CNTR 0.33 BC Fb=1.10 Fc=1.10 Ft=1.10 hz = 236 TC V 86 20 9.1 12.0 Soffit psf 2.0
S2 6.00x10.00W 0.16 0.19 TC V 86 20 12.0 14.9 Design checked for LL on BC
H 6.00x 6.00 CNTR -0.63 UPLIFT FOUND AT BEARINGS TC V - 86 34 14.9 18.0 per BOCA (section 1606.2.3),
I 6.00x 6.00 CNTR -0.63 BRG UPLIFT BRG UPLIFT TC V 86 20 18.0 24.0 IBC/IRC-2003 and FBC 2004
LBS LBS BC V 0 20 0.0 6.0 (section 1607.1), 20.0 psf.
A 110 G 110 BC V 80 40 6.0 18.0 Design checked for 10 psf non-
BC V 0 20 18.0 24.0 concurrent LL on BC.
TL Defl -0.93" in I -H L/301 WB V 0 14 C E Wind Loads - ANSI / ASCE 7-02
LL Defl -0.64" in I -H L/439 WB S 0 14 B I Truss is designed as a Main
Shear // Grain in B -C 0.96 WB S 0 14 F H Wind-Force Resistance System.
+ 6 Wind Load Case(s) Wind Speed: 90 mph
+ 2 Unbal. Load Case(s) Mean Roof Height: 25-0
+ 1 UBC Load Case Exposure Category: C
+ 1 Dead Load Case Occupancy Factor : 1.00
6x6= + 1 Attic 2 Load Case Building Type: Enclosed
FHiFOI 7-7 D NO 4-7 Zone location: Exterior
TC Dead Load 6.0 psf
BC Dead Load 6.0 psf
Roof Snow Load per ASCE 7-02
3x6= 3x6= Ground Snow Load= 60.0 psf
C E Rain Load = 0.0 psf
TCU MA TCU Importance Factor 1.00
worIllThermal Factor. 1.10
10 b W3 J Exposure Factor 1.00
3x411 3x41 Balanced Load Factor 0.72
11-5-3 6x10'i B F 6x100 Unbalanced Load Factor 1.50
S1 S2 Unbalanced Loads Checked
10-7-7 a i1 Load Factors = 1.50 and 0.00
• Max
2K4 A 2L4/ Max tcomp.
s. force 2477 Lbs
I Quality Control Factor 1.00
-
T� to W1 TCL
5x6= 5x6=
A - v 12- 0- 0 G
I B1L S3 H B1Rll
W:308 6x6= 20G-MT2H-7x8=6x6= W:308 Q Q
8:2477 R:24t37 ��rJs,pm/}�� i�//�j ��// f�
' 110 U: ig0 N 0 8 Y YVOAXSO'f
TC ea 3-1-2 15-10-4 9-1-3 112-0-0 14-10-131 18-1-12 20-10-141 24-0-0
BC 5-10-4 18-1-12 24-0-0 (/
1 /-tol fci Ko c oc
® 24-0-0 E / 1 t
EXCEPT AS SHOWN ALL PLATES ARE MT2020 QJrEE1uS(3vly f N
IA66- 14 of 11-
REFER Tb ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus"' APPROX. TRUSS WEIGHT: 228.9 LBS Scale: 3/16"=1'
Connector plates shall be applied on both faces of truss at each joint.Center the Robbins Eng.Co.bean no responsibility for the erection of trusses,field bracing or
plates,unless indicated otherwise.No loose knots or wane in plate contact area. permanent truss bracing.Refer In BCSI 1-03 as published.by the Truss Plate Auto Attic/Snow Loading Designer: Lucas Ahl
,,,,-.4",'
," Splice only where shown.Overall spans assume 4"bearings at each end,unless Institute,213 North Lee Street,Suite 312,Alexandria,VA 22314.Penns erecting TC Live 42.9 psf Checker:
{ indicated otherwise.Cutting and fabrication shall be performed on equipment which trusses are cautioned to seek professional advice concerning proper erector bracing
*' roducea snug-fitting tting joints and plates.Unless otherwise noted,moisture content of to t toppling d"dnminoin Care should be taken to recent damageTC Dead 10 psf Reviewer: ..
„wsa ^".swam . P n-fi P prevent fa pp in,an g'. P
'^ lumber shall not exceed 19%at time of fabrication and this design is not applicable during fabrication,storage,shipping sod erection.Top and bottom chords shall be BC Live 0 psf Designed:
for use with fire retardant lumber and some preservative treatmema This design was adequately braced in the absence of sheathing or rigid ceiling,respectively. It is the BC Dead 10 psf Rev No:
prepared in accordance with"National Design Specifications for Wood Construction" responsibility of others to ascertain that the design loads utilized on this drawing meet Total 62.9 psf Rev Date
• a _J"'. Tr i�. Construction"
,"National Design Standard for Metal Plate Connected Wood Truss or exceed the actual dead loads imposed by the structure and the live loads imposed
S'ti Conatruciion" ANSI(I'PI 1),and HUD Design Criteria for Trussed Rafters. h the meal building coat or Historical chmnl, records. Lumber SI 1.00 Run Date: 03/25/08
Plate SI 1.00 Version: 22.0.002
FURNISH A COPY OF TIDE DESIGN TO ERECTION CONTRACTOR. Spacing 24.0 in. Drawing;
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING&VERIFY P g l
THAT DATA INCLUDING DIM AND LOADS CONFORM TO ARCH.PLAN/SPECS AND FAR.TRUSS PLACEMENT DIAGRAM
Robbins Engineering,Inc./Online Plus"C 1996-2008 Version 22.0.002 Engineering Review Drawing 3/25/2008 7:01:13 AM Page 1
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