2013-553 , r�` TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20130553 Date Issued: Monday, June 09, 2014
This is to certify that work requested to be done as shown by Permit Number P20130553
has been completed.
Location: 50 BEAN Rd
Tax Map Number: 523400-227-010-0001-017-000-0000
Owner: MICHAEL N HAVERLY
Applicant: MICHAEL N HAVERLY
This structure may be occupied as a:
Boathouse By Order of Town Board
Dock TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property A ��
owner of the responsibility for compliance with Site Plan, Variance, or 2aJ9 1�I
other issues and conditions as a result of approvals by the Planning Board Director of Building Sr Code Enforcement
or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20130553 Application Number: A20130553
Tax Map No: 523400-227-010-0001-017-000-0000
Permission is hereby granted to: MICHAEL N HAVERLY
For property located at: 50 BEAN 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: MICHAEL N HAVERLY Boathouse $15,000.00
STEPHANIE A HAVERLY Dock
7 TOWNLINE Ln Total Value
CLIFTON PARK NY 12065-0000 $15,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2013-553
BOATHOUSE and DOCK
$115.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,December 06,2014
(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 To' m . eensbu ' 1 Fr's 4 y December 06, 2013
SIGNED BY i ! for the Town of Queensbury.
Director of Building& ode E>.rcement
. c-
Town of Queensbury Building & Codes office Use Only
ACCESSORY STRUCTURE APPLICATION Received:
A Tax Map ID: a a 7. P o —�—/ 7
permit must be obtained before beginning construction Permit No.: 3‘W
S
For any structure other than residential principal structure(house)to include,but Permit Fee:
E-
not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.:
Refer to Informational Brochure No.3 Accessory Structures—Sheds/Fences
Date /1/271/ 3 Applicant A11 aka-e Hav-er(y
Tax Map ID 22-7,./0 — frig Address 3 Tower,(,`•, c t—n.
Zoning \n!R
1 Phone
Owner Sawc as ofp e.4:-1 Contractor/Agent
Address / Address
Phone Phone
Contact Person for Building&Code Com ' nee: /rf Gil 4e) Hay-V-17Day Phone: 8 ^3o Y 9
Building Street Address: 0 teah
Subdivision Name: /t/4 Lot ft: _ Historic Site: _Yes No
Estimated cost of construction: $ /-(:: G O O
Are there any other accessory structures on property? If yes,please list: 130C-1:-C
Type of Construction:
Check all that apply Please indicate measurements as required below
1 sr Floor sq.ft. 2n0 Floor sq.ft. Total sq.ft. Height
Boathouse
X Boathouse wit Sundeck SYS --- �- /1-t.L Deck
Detached Garage(#of cars )
Dock 56150‘1/147- h �s
/` Pole Barn \Q�
Porch-Open
"Porch-3 season,Covered,Enclosed
Shed
Other AccessoryStructure(s) •
"Considered floor area&must comply with FAR(Floor area ratio)requirements if located in the Waterfront Residential zone.
Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256
ri-.
•
Please include two(2)sets of the following documentation with the application fee:
• 1.Accessory Structure Application
2. Plot plan drawn to scale with the use of a survey map,if possible[40 scale-1 inch=40 feet]
a) Indicate proposed structure,showing setback dimensions from all surveyed property lines
b) Show location of all existing structures on the property
c) Show location of water supply(well or water lines)
d) Show location and configuration of septic disposal system or sewer line
3. Structural Drawings to include: Floor Plan;Foundation Plan;Cross Sections;Elevations
4. Registered Architect or Engineer's Stamp(signed& sealed) under the following circumstances: Residential addition or alterations
with construction costs over$20,000;Any commercial construction
Other Notes:
1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are
necessary].
2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial
application date.
3. Additional Review-All Applications are subject to Zoning Administrator,Code Compliance,and Structural plan review
CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 11.2011 (INFORMATIONAL),
Residential Building Code
• New driveway requirements for structures located over 300 feet from main road;
• Spray foams are allowed to be exposed in rim joist box area only,must be covered by 15 minute thermal barrier all other areas;
• Protection against decay requirements;
• Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps;
• Vent stacks must be 18 inches minimum above roof for all structures
New Electrical Requirements
• Arc fault breakers required hall habitable spaces for receptacles;
• GA protection for all other receptacles in kitchens, bathrooms,garages,and unfinished basements;
• All receptacles must be tamper resistant;
• Carbon Monoxide detectors must be located within 15 feet of sleeping area;
• All corrugated stainless steel piping must be bonded to the common ground for electrical service
New Energy Code Requirements
• Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant
• Programmable thermostats required;
• Lighting must be 50% energy saving light bulbs;
• Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit;
• Res Check inspector's checklist must be available at time of insulation inspection
Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the
application, plans, and supporting materials are a true and complete statement/description of the work proposed,that all work will be
performed in accordance with the NY State Building Codes, local building laws and ordinances,and in conformance with local zoning
regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also
understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to
issuance of a certificate of occupancy.
✓I have read and agree to the above Print Name: t C• E AN.) -0..91
Signature: ler
Date: I I, t,, I-5
Town of Queensbury Budding&Codes Accessory Structure Packet 518-761-8258
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518) 761-8256f 2 Arrive: am/pm De,-r ^ am/pm
Date Inspection request received: O/ lit/ Inspector's Initials _
NAME: H� P - ' I #: —
LOCATION: S Gq ,'/ /Zcnq > DATE: /j•
TYPE OF STRUCTURE: 5.4rj ; No lisp DO tic
Comments:
Yes No N/A
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 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 38 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 8 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 38 inches
Bathroom/Kitchen watertight
Safety glazing/Window In stairwells safety glazing
Interior Smoke Detectors!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 sq.ft.-150 sq.ft vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation to floor/Sticker on Panel
Duct work sealed property/Blower Door Test Certification
Floor truss,draft stopping finished basement 1,000 sq.ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shutoff at entrance to furnace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum 34"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Gas Logs in Sealed or Glass Enclosure
Final Electrical; Energy Saving Light Bulbs 50%
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification, if required ps)
Okay to issue C/C or C/0[Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection FornstResidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 826/08;Revised 12/22/10,Revised 04/13/11
Town of Queensbury Building & Code Enforcement dj—�/
Office No. (518) 761-8256
Framing I Firestopping Inspection Report
Inspection request received:
Name: paved IA, Inspected on: (/ -0—/
5/
Location: SO IS ed4
^ ' Arrive: ._lK7 a.m.l p.m.
Permit No.: / 3-513 Inspector's Initials:
TYPE OF STRUCTURE: p ned-ANO u.4
N NIA COMMENTS:
Framing ✓
Attic Access 22"x 30"minimum
Jack Studs/Headers
Truss Specification Provided V 01/421—:
�,...1 n21_ (.-`-j/
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft.8 in.
Stairwells 36 in.or more
Exterior Deck Bracing
Headroom 6 ft.8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %:(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq.ft.floor trusses
Anchor Bolts 6 ft.or less on center
Ice and water shield 24 inches from wall
Fire separation 1,2,3 hour
Fire wall 2,3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side Y inch or 5/8 inch Type X
Garage side 518 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in.(H)
20 in.(W)
5.7 sf above/below grade
5.0 sf grade
Design Professional Sign-off,if required
Framing/ Firestopping Inspection Report
I
Job Truss Truss Type Oty Ply
14032461/3 TOl ROOF SPECIAL GIRDER 2
L Job Reference(options) _
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18-0-0
2-8-0 1 6-6-0 10-4-0 1 14-2-0 18-0-0 1 20-8-0 1 --
2-8-0 3-10-0 3-10-0 3-10-0 3-10-0 2-8-0
Scale=1:33.1
•
•
013 lir
4x8 = 404 =
9.00112 3x4 = 3x4 = 4x8 =
2 3 4 5 6
I � e 2
' o T /
f 1 J'� '4\ W5 v /W2 I 'yI'� \ 1
w n ., 1 �J I 1rJ
III II M f I Ply Rrll
EJ
12 14 15 12 16 17 11 18 10 19 9 20 21 8 tij
4x4 4x4 O
3x8 II 2x4 II JUS26 3x6 = JUS26 3x8 = 4x6 = JUS26 3x6-JUS26 HJC26 II 3x8 II
HJC26 JUS26 JUS26
1 2-8-0 1 6-6-0 1 10-4-0 14-2-0 r 18-0-0 20-8-0
2-8-0 3-10-0 3-10-0 3-10-0 3-10-0 1 2-8-0
Elate Offsets pity) I100-5Edge)_(1.0.3-6.0-7-71,120.6-o0-2-0 160-Soo-2-01 7'O-O-5 Ed eI (7:0-3-e0-1-10(
LOADING(psi)
TOLL 462 SPACING 2-0-0 CS DEFL in (loc) Dief1 Ltd PLATES GRIP
(Ground Snow-600) Plates Increase 115 TC 0.40 Vert(LL) -0.17 II >999 240 MT20 197/144
TCDL 15.0 Lumber Increase 1,15 BC 0.63 Vert(TL) -028 II 4822 180
BOLL 0.0 ' Rep Stress lncr NO WB 0.36 Horz144) 004 7 nix Ma'
BOOL 100 Cone IRC200YfF12002 (Matra) WindILL) 0.05 II 4993 360 Weight 17110 FT-4%
LUMBER BRACING
TOP CHORD 2x4 SPE No 2 TOP CHORD Structural wood sheathing direay applied or 4-11-10 oc purlins
BOT CHORD 2x6 SPE No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braang
WEBS 2x4 SPF Not - ,
WEDGE
Left 2,4 SPF No 2 Fight'244 SFF No 2
REACTIONS (tb/size) 1-212910-343. 7-212610-3-8 •
Max Hort 1.30(LC 6)
Max Upldtl--141(LC 6),7--t40(LC 5)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2-3282239,2.3-5175/394.3-4=-58541436,4-5>-5654'436,5.6--51821395 6-7.-3297/240
301 CHORD I-13.-1942462.13.Ie.-1962512,14-15=1962512 12-15.-19612512 12-16-3946171,16-17-3946171.11-17-394/5171 I 1-I8--38215176.
10-18-38215176 1019--382/5178.9-19-38215178.9-20=-167)2512.20-21=1672512.821.-1672512,7-8--1652463
WEBS 2-13=-27/552.2-12=.231/2904.3-12--79&1x8,3-11-581892.4-11=299143,5-I I--58685 5-9=-790/87 6-9=-?..1'3/2911,6-8=-271550
NOTES
I)2-ply truss to be connected log ether with I Od(0 131'X3.1 nails as follows
Top snores connected as follows:2x4-I row al 0-9-0 oc.
Bottom chords connected as lotlows 2x6-2 rows staggered at 0-9-D oc
Webs connected as follows 2x4-I row at 0-9-0 oc.
2)All Macs are considered equally appl ed to all dies,except 4 noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been
Provided to distnbute only loads doted as(F)or IBa unless otherwise indicated.
3)Wind-ASCE 7-05;9014ph;TOOL=5.0ps1,BCDL-5 Cosh 11.2411,Cat II;Exp B,enclosed,M WFRS(low-rise) cantilever left and right exposed,Lumber DOL=1.60
Wale grip oOL=I 60
4)TCLL ASCE 7-05,Pg=60 0 psi(ground snow),14I=46 2 psf(flat roof snow);Category II,Exp B;Partially Exp.,CI-1.1
5)Unbalanced snow loads nave been considered for this design
6)Provide adequate drainage to prevent water ponding.
71 This truss has been designed for a 13 0 psi bottom chord Ire load nonconcurrenl with any other five loads _
B)'Tac truss has been designed for a lrR load of 20 Ocet on the bottom chord in a)areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members. t -
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 lb uplift at foal I and 140 b uplift at joint 7. - f 1
10)This Puss is designed in accordance with the 2006 Ince malional Residential Code sections 8502.11,I and R802 10.2 and referenced standard ANSI/TPI 1. r
I I)'Sem-rinio psclibreaks inNuding heels-Member end fixity model was used in the analysis 3.141 design of this truss. ix 14
4 .
12)Use USP 4JC26(lash I Ed nails into Girder&10d nails into Truss)or equivalent spaced at 13-6.4 oc nias.starting at 3-6-14 from the left end to 17-1-2 to cornea t
buss(es)H04(1 ply 244 SPF).JOI(I ply 2.4 SEF).4104(1 ply 2x4 SPF),J01(I ph,244 SPF)to front lace of bosom chord.
13)Use USP JUS26(WO 10d nails int,Girder& 10d na Is info Truss)or equivalent spaced at 2-0-0 or man.starting et 5-4-0 from;he left end to 15.4-0 to connect
truss(es)H03(I ply 244 SPF),402(I ply 2x4 SPE].apt(I ply 2x4 SPF).H02(1 ply 2x4 SIT).803(I ply 2x4 SPF)to front lace of bosom chord
14)Fill'ill nail holes where hanger is in contact wilb lumber
LOAD CASE(S) Standard •
I)Dead 4 Snow(balanced) Lumber Increase-115.Plate Increase-115
Uniform Loads(PIO
Vert.l-2=-12226=-122.6-7=-122.1-7--20 1
Concentrated Loads(b)
Vert.14-378(F)15=-133(F)16-130(F)17=127(F)18--127(F)19=-130(F)20--133(F)21=.376(FI
Jon Truss Truss Type Oly Ply
140324518 JOT Jack-Closed 4 1
Jot,Reference lophonall
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3-9-4 4-10-10
3-9-4 1-1-6
2x4 II Scale=112 5
2
I /
6 36
4
WI
\ /H
LJ BI4.
.4S
3x4 i j 3,8 11 3
�jX\> 2x4 II
1-6-11
1-6-11
Elate Oesets(X Yr 110.33,0.1-41.11 0-3-0,1-2-101
LOADING(psQ SPACING 2-0-0 CSI DM. in floc) Udell lid PLATES GRIP
TOLL 462 Plates Increase 115 TC 020 Vert(LL1 -0.01 1-3 >299 240 MT20 197/144
(Ground Saw:=60.01 Lumber Increase 115 BC 013 Ver1(TL) -0.02 I-3 >999 180
TCDL ct
150 Rep Stress Inor YES WB 000 Horz(TL) 0.00 Na Na
BCLL Code IRC200S1TPI2002
BUIL 100 (Matrix) Wind(LL) 0.00 I 360 Weightpm FT 4%
LUMBER BRACING
TOP CHORD 2x6 SEE No 2 TOP CHORD Structural wood sheathing doeCly applied or 4-10-10 cc purlins. except end verticals
SOT CHORD 2x4 SPE No 2 BOT CHORD Rigd ceiling diredly applied or 10-0-0 cc bracing
WEBS 2x4 SPF No 2
WEDGE
Left.2x4 SPF No.2
REACTIONS (13/size) 1-248'0.4-15. 3=24&Mechanrzl _
Max Horz 1=45(LC 6)
Max Up1313—16ILC 8)
Max Gray 1-252(LC 2).3-262(LC 2)
FORCES (lb)-Maximum CorrpressioWMaxunum Tension
TOP CHORD 1-4--90!0 2-4-40193,2-3=-227/64
BOT CHORD 1-3=010
NOTES
I)Wnd ASCE 7-05,90mph;TCDL=S Opst,BCDL-5.0ps1;b=24It,Cal II;Exp B.enclosed;MWFRS(low-ase)and C-C Exteror(2)zone;carn'ever left and right
exposed;C-C for members and forces 6 MWERS for reactions shown,Lumber DOL=1 60 plate grip DOL=1 60
2)TOLL ASCE 7.05,Pg.60 0 psf(ground snow).P1=46.2 psi(flat roof snow),Category II,Erp B;Padmlly Exp.,Ct=1 1
3)Unbalanced snow bads have been considered for Ihrs design
4)MD truss has been designed tor a 10 0 psi bottom chord lee load nbnconcurrent wth any offer live loads.
5)'This buss has been designed for a live load of 20 0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will1A beween the bottom chord
and any other members
6)Provide mechanical connection(by others)of truss to bearing plate capable of wtthstardmg 16 b uptitl at loit 3.
7)This truss a designed in accordance wth the 2006 International Residential Code sections R502.11.1 and P802.102 and referenced standard ANSITTPI I.
8)'Semirigid pttchbreaks including heels'Member end laity model was used in the analysis and design of this truss
LOAD CASES) Standard
Joh Truss Loss Type O 'PI
f Y
14332461B H01 HALF HIP 4 I
Job Reference(optional)
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ID Grggds6e2UIHBo2LtlNh8lbzYh29-1¢2ZXpY3xdFlobe0_OROwroliNROT1VOSm56pWaLl
1-1-12 2-9-2 3-6-8
1-1-12 1-7-6 0-9-6
3x4 = 2x4 II Scale=1:10.5
3 4
T2
1
90012 j /
�/
5x6 i /
2 W2
1,7 ) I WI / .
■
/� �`= 7 81 I.
2x4 - /` 5
K
6 2x4 II
1-1-123-6-8
1-1-12 2-4-12
late Offsets(X.Y)' [2 0-1-5,0-3-121.131-2-0.0-2-0)
LOA
LOADING(PSI) 46 2 SPACING 2-0-0 C51 DEFL in floc) Vdell Lid PLATES GRIP
(Ground Snow-600)
Plates Increase 1.15 TC 0.19 Ved(LLI 000 6 >999 240 15120 1971144
TCDL 150 Lumber Increase 115 BC 005 Vert(TL) -000 5-6 >999 ISO
6QL 00 ' Rep Stress l ncr YES WO 0.05 Horz(TL) 0.00 5 Na We
BGOL 10.0 Code IRC200601P12002 (Matrix) Wind(LL) 000 6 >999 360 Weight 106 FT=4%
LUMBER BRACING
TOP CHORD 2x4 SEP No 2 TOP CHORD Structural wood sheathing directly applied or 3-63 oc purlins,except end vandals,and
BOT CHORD 2x4 SPF No 2 2-0-0 co purlins 3-4.
WEBS 2r4SPF Not POT CHORD Rigid ceiling directly applied or 10-0-0 cc brawl('
REACTIONS (lb/sae) 5-I251Medtarical, 6-296/0-3-8
Max Horz 6-381LC 8)
Max Uptif15=-I0(LC 7).6=-3(LC 8)
Max Grav5-147(LC 12).6=453(LC 13)
FORCES (Ib)-Maximum CompressroNMaxrmum Tension
TOP CHORD 1-2--59182.2-3=.159/7.3.4--26/9,4.5=-127/41
BOT CHORD 1-6=0151,5-6-.9'20
''WEBS 2-6--397,70
NOTES
I)Wind ASCE 7-05;90mph;TCDL=5.0ps),BCAL=5.0psi;h-2411;Cal.II,Exp B,enclosed;MWFRS(bw-nse)and C-C Extenor(2)zone;cantilever left and right
exposed,C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=I 60 plate gno DOU 160
2)TeLL ASCE 7-05,Pg-60 Opsi(ground srww),Pf-462 psi(Hat roof snow),Category II,[op B.Papally Exp.,CI=1.1,Lu-50-O-0
3)Unbalanced snow loads have been considered for the design
4)Proatle adequate drainage to prevent water ponding
5)This truss has been designed for a 10 0 psi bottom chord Ire load nonconcurrenl with any other live loads
6)'Ties truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Id between the bottom chord
and any other members
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10 lb uplift al Joint 5.
8)STG24 USP connectors recommended to connect truss to bearing walls due to UPLIFT at 11(s)6 This connedion is for iplrI only and does not consider lateral
forces I
9)The truss is designed in accordance with the 2006 International Residential Code sections P502.11.1 and R802 10.2 and referenced standard ANSIITP1 I
10)'Semi-rigid pitchbreahs induding heels'Member end Pally model was used in the analysis and design of this truss
I I)Graohicat purlin representation does not depict the size or the onentalmn of the purlin abng the top and/or bottom chord
LOAD CASE(S) Standard
•
5
ry
1Fu Truss Truss Type Cly my
140324610 IIITT02 PIGGYBACK TRUSS 15 1 2
I Job Reference(optional)
Iriiveanl Fares;produce Pun 7 4306 Jul 25 2013 Print 7 430 s Jul 25 2013 M Tek Industries.Inc F„Mar 21 16 25 18 2014 Page I
ID Grggd=_6ZUIH Bo2LdNixSlbzT29-7mKJgauJlnNOb12_IFV6EIAlyAFzg2c0000POTzYgL-
1-2-12 , 2-8-0 , 6-6-0 10-4-0 14-2-0 18-0-0 , 19-5-2 , 20-6-0
1 1-2-12 ' 1-5-4 ' 3-10-0 3-10-0 3-10-0 3-10-0 ' 1-5-2 ' 1-2 1414
Scale=1 33.6
1
0 13 12 '
1540 ,
•
4x6= 4x4 =
9.00 12 4x4= 3x6= 3x6 =
3 16 4 5- 6 17 7
112
Ia 2x4 II T .iilli ilk 2x4 II
o' �� yyi �1N3 \ Wt......__________,Ar------
W 9
j I / \\ //
Ivl
L4115 14 t 13 12 11 1 1Zy 3x4
3x4-i 3x4= 3x8= 3x6= 3x4 = 3x4'1!
3x4 II
i
1
• -1
1-2-12 , 2-8-010-4-0 18-0-0 20-8-0
1 1-2-12 ' 1-5-4 , - 7-8-0 7-8-0 2-8-0____H
LOADING(psi) SPACING 2-0-0 CSI DEFL in (lac) VdetI Lid PLATES GRIP
,CLL 462 Plates Increase 1.15 TC 066 Ved(LLI -017 13 >999 240 MT20 197/144
(Ground Srrvv=60.0) Lumber Increase 1.15 BC 065 Ved(TL) 03413-14 >637 180
TGDL 150 Rep Stress Incr YES WB 060 Horz(TL) 006 10 Na Na
BCDL 100 Code IRC2006/1F12002 (Matrix) 1 Wind(LL) 006 13 >999 360 Weight 71 lb FT=4%
Bl LUMBER BRACING
TOP CHORD 2x4 SPF No 2 TOP CHORD Slructural wood sheathing direoy apol,ed or 2-II-10oc purlins.
I ROT CHORD 2x45 PF 2100F I FE BOT CHORD Rigid ceiling dlredly opplied or 10-0-0 ocbraung
I WEBS 2x4 SPF No.2
B
REACTIONS (Ionize) 15=14090-3G. 10=I409103-6 __
Max Hoa 15=-311LC 6)
Max U6915=-33(L0 7),10.-33(LC 6)
FORCES 13S)-Maximum Compression/Maximum Tension
TOP CHORD 1.2=-953/35,2-3-129376,3-16=-941111,4.16--93671,4-5=-3239/250,5-6-3239259 6-17--9316/71,-17.941/71,7-8=-129176,69=-953/35
BOT CHORD 1-15-21/8136.14.15=-31/886.13-14--2102674,12-13=-2102674,11-12=-210/2674,10-11=-21/686,9-10=-21/856
WEBS 2-15=-66556 -14.0/625,4-14=1923209.4.13=W751,5-13=333;66,6-13=0,751.6-11=-1923209,7-11=0/625.610=-665/56
NOTES
I)Wind ASCE 7-05,90mph,TCDL-5.0pst,BCDL=5 Ops1;h-248,Cat.II,Exp B;enclosed,MW ERS(low-rise)and C-C Exlerior(2)zone,cantilever lett and nab;
exposed,C-C for members and forces 8 MWERS for reactions shown.Lumber DOL=1.60 plate gip DOL=1 60
2)TCLL-ASCE 7-05,Pg.60 0 psi(ground snow),Pf=46.2 psi(flat root scow),Category II;Exp B,Padlally Exp.;CI=1.1
3)Unba'anced snow loads have been considered for this design
4)Provide adequate drainage to prevent water ponding.
5)This truss has peen designed for a 10.0 psi bosom chord lee load nonconcueent von any other Irve loads
61'This Truss has been designed far a live load of 20 Opal on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will IA between the bottom chord
and any other members
7)STC24 USE connectors recommended to connect Truss to bearing walls due to UPLIFT al it(s)15 and 10 This connection is Mr uplift only alt does not consider
lateral tomes
S)This truss a designed in accordance with the 2006 International Residential Code sections R502.1I I and P30210.2 and referenced standard ANSIRFI 1
9)•Semi-rigid pilchbreats including heels'Member end fixity model was used in the analysis and design el 1116 truss.
LOAD CASE(5) Slaudard •
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