BOTH-000838-2016 TOWN OF QUEENSBURY
at 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building& Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: BOTH-000838-2016 Date Issued: Thursday, May 25, 2017
This is to certify that work requested to be done as shown by Permit Number BOTH-000838-2016
has been completed.
Tax Map Number: 239.16-1-23
Location: 26 TALL TIMBERS RD
Owner: ARKLEY MASTRO JR
Applicant: The Dock Doctors
This structure may be occupied as a: Boathouse w/Sundeck
601 s.f. By Order of Town Board
TOWN OF QUEENSSBBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, `/Y)ay2Y
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.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: BOTH-000838-2016
Tax Map No: 239.16-1-23
Permission is hereby granted to: The Dock Doctors
For property located at: 26 TALL TIMBERS 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
Owner Name: ARKLEY MASTRO JR Boathouse with Sundeck $74,000.00
Owner Address: 250 Van Rensselaer BLVD Total Value $74,000.00
Menands,NY 12203
Contractor or Builder's Name/Address Electrical Inspection Agency
The Dock Doctors
19 Little Otter LN
Ferrisburg,VT 05456
Plans&Specifications
Boathouse w/Sundeck
601 s.f.
$75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,December 28,2017
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expir
ation date.)
Dated at the Town of eensbu 4edn d , r 28.2016
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use.Only
i
ACCESSORY STRUCTURE APPLICATION
Received
DATE I I- 0a-1 u Tax Map ID
TAX MAP ID w7.3e1 . 6 t to - t -A3 Permit No. •6 -..2D l
ZONING Permit Fee r
Rea-Pg— n\,% Le ) 1323
HisroalO S/7E _Yes X No Approvals _
!. SUBDIMION NAME Lot#
i
I APPLICANT OWNER W0.Skrn
ADDRESS L. , ADDRESS 84 FWCe me e& 4kl OcLu-5
Ferr.r6nm VT
65YyYo trr05
PHONE A PHONE 51B ' -1.45 - 55,1.1
CONTRACTOR lja.r c_ Ar Co$r OFCONSTRUCTION(-93fiVATED): $ 7y .006 , o
ADDRESS: SU2DING ADDRESS: alto TAII Ti A46crr }9'c(.
PHONE:
11 +° S/v
CONTACTPERSON FOR BUXDMIG&CODES COMPLIANCE PHONNEE
TYPE OF CONSTRUCTION
Check sll that apply Please Indicate measurements as required below
Boathouse 1e7 floor sq.ft 2n°floor sq.It Total sq.fL Height
Boathouse with Sundeck
Deck
I
Detached Garage(#of cars
Dock
Pole EarnDEC 0 6MENSBURY
Porph-open F�j J UPorch-3 season,Covered,Enclosed TOW
Shed CODES
Other Accessory Structura(s)
'*Considered floor area&must comply with FAR{floor area ratio)requirements if located in the WR zone
DagAgAyo 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 We &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 i
local zoning regulations. 1 acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of
occupancy. I also understand 115at 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: Je + "") e`1� AZA
Signature: �� ��i— Date: II � �6
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
239.16-1-23 BOTH-000838-2016
REPRODUCTION IN ANY WAY OF THIS PRINT AND Mastro, Arkley
SPECIFICATIONS IS COMPLETELY PROHIBITED. Z 10
THIS DOCUMENT IS THE SOLE PROPERTY OF 26 Tall Timbers Rd.
THE DOCK DOCTORSJ
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DOOR/ WINDOW SCHEDULE DRAWN:G. MINETREE
4'-8�"+ 4'-8V8"± II- 0-2016
A- SLIDING DOOR BUILT USING T&G EDES7
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NORTH SIDE ELEVATION VII
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DWG #: MAS-PERMI
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FASCIA BOARD DRAWN G. MINETREE
DATE: II-30-2016
DWG x:MAS-PERMI
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PLEASE NOTE: FINAL STAMPED V
TRUSS KIT DRAWINGS TO BE TRUSS KIT LAYOUT SUBMITTED UPON TRUSS DELIVERY
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SHEATHING LAYOUT II
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DRAWN:G. MINETREE
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DWG #: MAS-PERMI
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SLEEPER LAYOUT II
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REPRODUCTION IN ANY WAY OF THIS PRINT AND
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SUNDECK LAYOUT
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DOCK DOCTORS CUSTOM CABLE RAIL F
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SUB-FASCIA TO BE INSTALLED TO BE INSTALLED BY
To BE INSTALLED ON THE TRUSSESDATE
ABOVE OPEN SLIPS
AROUND THE OUTSIDE DRAWN:G. MINETREE
PERIMETER OF TRUSSES DATE: II-30-2016
DWG u:MAS-PERMI
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PAGE#
8
SUNDECK WALL DETAIL II
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RIP RAP [PAGE n
NOTE: EXISTING CRIB STONE 9
WALL CONNECTION TO CONCRETE DETAIL TO BE RE-USED AS RIP RAP
REPRODUCTION IN ANY WAY OF THIS PRINT AND
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DWG #: MAS-PERMI
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PAGE #
10
WALL CONNECTION TO DOCK 11
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Schedule A
Page 4 of 10
Permit #5234-88-16 & 5234-89-16 �+►
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REPRODUCTION IN ANY WAY OF THIS PRINT AND
SPECIFICATIONS IS COMPLETELY PROHIBITED. THIS NOTE Dock Doctors
DOCUMENT IS THE SOLE PROPERTY OF *STAIR STRINGERS TO BE CUT TO FIT TO IO LITTLE OTTER LAME
THE DOCK DOCTORS,LLC 2016 FERRimtaG."T 05456
MATCH SITE CONDITIONS. RISE NOT TO _
EXCEED 7-1/2" AND RUN TO BE AT LEAST A-PROVED'TO BUILD•p
10-1/2" BY
*RAILING CONSTRUCTION ON BRIDGE AND DATE
STAIRS WILL MATCH RAILING ON SUNDECK
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11111111 ISI DRAWN: J. WEBSTER
--_-- DATE: 02-28-2017
3'-6" DING 0: MAS-PERMIT
SLUE: I/8'=I'-0'
PAGE#
UPDATED SUNDECK ACCESS PLAN
OF
The
Dock Doctors
LLC
Waterfront
December 1, 2016
Town of Queensbury
David Hatin
Director of Building and Code Enforcement
742 Bay Rd.
Queensbury NY 12804
Mr. Hatin,
RE: Mastro Property -26 Tall Timbers Rd
Enclosed please find the permit application and drawing package for the construction of a closed
in boathouse with sundeck for the above referenced property. If you have any questions
regarding the included documents please feel free to contact me.
Sincerely,
Justin Webster
Service Logistics Manager
802-870-7506
239.16-1-23 BOTH-000838-2016 jug stinLt thedockdoctors.com
Mastro, Arkley --
26 Tall Timbers Rd.
Boathouse W/Sundeck 601 s.f.
� ECE0WE
TOWN OF QUEENSBt1RY
BUILDING & CODES
Docks • Boatlifts • Stairs • Boat Houses • Commercial Projects • Waterfront Construction
19 Little Otter Lane, Ferrisburg, VT 05456 • info@thedockdoctors.com
P 1-800-870-6756 • F 802-877-3147
www.thedockdoctors.com
Job Truss -Truss Type Ory Ply
164776-T HB Hip 13 1
____
Structures R.B.R.irc.,Barts Beaute.
-Argas, Canada,Sidy Barty- Run 76Q.Old 72015 Prim,bb Reference_loptionaq:7640.0:1 72015 hLTek Industries,Inc Tue Nov2914:503/2018 Pa5e1
ID:BO?pdMDKIL:PYRdW43nOJ7yg2L.0-A06JVeFYVDt_z15Ex5zAh6dW4JP15MKYF6atyEloO
0-0-0 180181132.14 583 78-0 9-108 12-0-7 14.2.8 1649 188-10 20$12 22-10.13 252-2 266521126-5-0
1-6000-1118-3__ 235 _ 2-2.1 2-2-1 2-2-1 2-2-1 _ 2-2-1 _2_2-1 2-_2.1 2-2-1 2-3-5 1.6308-11188
Scale=14.5.7
239.16-1-23 BOTH-000838-2016
Mastro, Arkley
26 Tall Timbers Rd.
Boathouse w/Sundeck 601 s.f-
5.50 12 ex10 4x12 4x8 - 4x8 6x9 412
8x10
2 27 _ 3 4 5 8 7 8 X 9 its 12. 28 13
T2
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BI B2
5x9
2(1 25 24 23 22 21 20 19 18 17 16 15 ::5x9
5x12 4x10 9x15 MT16 WB 4x10 5x12
pECIE �
TOWN OF QUEENSBURY
BUILDING & CODES
25a8 1-5.4
1.5-4 _ 2588 1-54
60-0 180 3.2-14 663 784 9-108 1207 1428 1649 18810 208-12 22-10.13 25.2-2 2694) 2 50
1$0 16.14 235 2-2-1 2-2-1 2-2.1 2-2-1 2-2.1 2-2-1 2-2-1 2-2-1 235 18-14 180
Plate Offsets(X,Y)-[2:0.7-0.04-01,[4:044,0. 11:0-_5-40.2:01.113.0.7.0"-0] [16_'.0-3-8,0.2-8],I1B:0-2-12,0.2-01.12364-120.2_-0] - -
LOADING(psi) 770 - SPACING 2-0-0 CSI. DEF[ in (hoc) Udell L/d PLATES GRIP
CLL(Ground Srcw=100.0) Plate Grip DOL 115 TC 0.65 Vert(LL) -089 21 >373 360 MT20 1971144
TCDL 7.0 Lumber DOL 1.15 BC 075 Verh CT) -0.93 21 >332 240 W16 171/147
BCLL 0.0• Rep Stress Ina YES W3 096 Hoa CT) 0.15 14 n/a Na
BCDL 8.0 CD60 IBC201 S/7PI2014 (Mal W1nd(LL) 0.10 21 >999 240 Weight.2140 FT=15?e
LUMBER- BRACING
TOP CHORD 2110 SP 2400E 2O'Except- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins,except
T2T3:21B SP 24ODF ZOE 2-0 oc Potline(289 max.):2-13.
BOTCHORD 2x6 SP 2400E 20E BOT CHORD Rigid ceiling directly applied or 1000 oc bracing.
WEBS 2x3 SPF No.2'Except'
MRek recomminnat that Stabil th Sand required Inst Goss bracing be installed during
W2:2x4 SPF N0.2 truss erection,in eagrdance with Stabilizer Installation gwtle,
OTHERS 2,4 SPF No.2 -
REACTIONS. (size) 19.68,14=0-5-8
Max Horz 1=17(LC 14)
Max Uplift1-136(LC 7),14-136(LC 6)
Max Grav19189(UC 27),149189(LC 27)
FORCES lot-Maximum CompressipuMeamum Tension
TOP CHORD 1-2-5649/251.2-27-8046361,327-80311361.3-0=-8028362 4-5-13314593,58=-133141593.67-15083670,7-8-15083670.8-9-13314593,
9-10-133140.63,1611-13314593.11-12-8021[162,12-23-8031661.13-28=8046661,13-14-5649252
BOTCHORD 1-26-196'46322626=-196/4661.2425_-481/11143,2324_-481/11143.22-23=-636n41691,21-22=-636/14691.2}21_635/14691,
19-2 83514691,16 -
19635/14691,17-18=47&11143.1617-478r11/43,l6l( -1919651.14-15=-191/4632
9380
WEBS 2-26 .2-25=-168agW,3-255-15395,42'5.9702/170,424-961,423=1 W25B3,523=-051 a9,6.23-1636/79,622=-32158,621=-151467.
7-21-437aB,821=15/467,619=-32/58,618-1636/79.9-18_--45169,11-18=-10fl2580 11-17-9/61.11-16=3702/170.12-1f-15395,
13-16-16839[0,13.159580
NOTES-
t I Wind.ASCE 7-10;Vul1=115mph(3-second gust)Vasd91mph'.TCDLa1.2psf;BC01-1.BP5C h251t',Cat.II;Elm B:enclosed;MWFRS(envelope)gable end zone:
cantilever left and right exposetl;end vertical left and right exposed.Lumber DOL-1.60 plaza gip DOL-1,60
2)TCLL'.ASCE 7-10;Pg-100.0 psi(ground snow);pf= 7 0 psi(flat roof snow):Category it;Eli,8;Partially Exp.;Ct=1.1,W90.0-0
3)Unbalanced snow bads have been considered for this design.
4)Provide adequate drainage to prevent water ponding.
5)All plates are W20 plates udess otherwise indicated,
6)All plazas are 216 W20 unless otherwise indicated.
7)This truss has been desgned for a 10.0 Psi bottom chord live load raccrcunem with any other live loads.
8)•This truss has been designetl for a live load of MOW on the bottom chord in all areas where a rectangle 380 tall by 2-00 wide will id between the bottom chard
and any other members
9)Promde mechanical connection(by others)of Innis to bearing plate capable of withslandling 136 lb uplift al 1 and 136 lb uplift of pint 14.
10)This truss is designed in accordance with Ne 2015 Interna l Building Code section 2306.1 end referenced standard ANSIRPI 1.
11)'Semi-rigid pitchbreaks including heels'Member end fixity model was used In the analysis and design of this truss.
12)Graphical purlin representation does not depict the sae or the orientation of the purlin along the top and/or bottom chord
13)Warning'.Additional permanent and stability bracing for truss system(not pall of this component design)is always required.
LOAD CASE(S)Standard
Job Truss Truss Type --- Oty -Pty
164776-T HA2 HIP 2
Job Re (optonal)
Structures RSR.ic.,SanWAnges.8eauca.Canatla,SdY Sang Run:J64os OJ7Osat7015
lInc.Tue Nov 2914:54'3018Py�s2
ID:807ctlMDK1LzPvRdW43nOJ7yg2Ltl-iBVzIJEwBvl7M9t20NSx8v4HC3kdgxMC51W1Dld1
NOTES-
13)
OTE&13)"Semi-rigid pitchbreaks including d heels'Member a size
a or modelori was ion o in the analysis and design d1 this Voss.
14)Graphics)a cli representation does not depict the sized the motto support
p the pncen along the top 43 Ito
odbottom chord.
15)Han23 lb down
a other lbupWconnector,4- -8,23lb shall be provided amicient to aptwn clown shot 1 Ito u Ip t 8.43 Ib down antl 21 Ib up az at 10 antl 43 Ib down antl 21 Ib up at 24-9-9 on top chatl,ndA 1 l lb up az 3 2-8,
23 Ib pari antl 31 IbM az 16-2-8,23
-2-8, lbddown antl31 Ibupaz -2-8, 23Ibownantl31b up at 22-823 lb down and 31 to up at 12.2.823d down and 31d upaz 12-2-8.2 2310 and
60 lb
Ib up9- 1 on
m
R)down all 311b is le tion of 231b connection
artl 31 Ib up i the res,23 ors down and h 31 Ib up az 262-5,231b duan and 31 Ib tP az 22.2.5,and 23 Po down and 31 Ib to az 242.5,antl 60 m up at 24.9.9 on bottom
dcrni The Additional
pe m nt of arch connection denbracing
for m is the system
m(hoi pan cr othaa
16)Warning.Adttitional Permarent all stability bradng fa true system(not Part at bus component design)a always required,
LOAD CASE(S)Stallard
1)Dead+Snow(balanced):Lumber Increase=1.15.Plate Increase=1.15
Unborn Loads(pb)
Ven:1.3-112,3-14-112,14-16--112,1-il- -11
Concentrated Loads(lb)
Ven:29=26(F)25=-23 24-23 22-23 18=26(F)35=-M 315.23 37-23 38=-23 39-23 40=.-2341=-2342—23
Job Truss Truss Type _ Oty Pty -- _
164776-T HA2 HIP 2
2 .bb Reference(optional)
$VttaYoe R.B.R.Irr.,SahtcArges Reauce.Canada.Skfy Benny EiID:80?0a Oct)2015PrW43n005CY.Y72015MTlw8vi7M9t2 NSxBv Nov291454362YIDyPagel
ID:BO?otlMDK7 L2PVRtl W43n0.17yg21A-IBVxIJEw8N7M9120N5x8v4H03ktlgxMC51 W 1 Dylot
Oho 1$01-8-113.2-14 5613 7-8-4 9.10-6 120-7 142-8 1649 18&10 9312 22-10-13 2.5-2-2 2665269-02350
1EOM,11163 235 _ 2-2-1 2-2-1 23-1 _-221 221 - 221 221 221 235 -145300711-8-0
Scale=1424
550 12 Ox]
3x8 3x8 3x8 35x4 3.8 4x7
3.Sx4 3 it 32. : 5 _ 6 12 7 _ _ 8 9 _ _ 10 ,t1. 12 T3 13 _ 4414 3.5x4
0 2T1 - T 1. ..5115
1 W11 W2 W1 W2 W1 W2 W1 W2 W1 W2 W1 M W1 W2 W1 W2 At W2 Wl w2 LJ1 - 16
r m W4 W3 • W3 W4 n N
16 16
o - o
3x4 - '30 29 35 9 35 27 37 26 9 25 24 23 22 21 3g 40 20 41 19 42 18 �17
3.4
3x4- 35x8 &B 08 MT18HS 3x8 3.5x8- 3x4
3x8
1.54 .
1-54 _ 2548
Oho 1450 &2.14 503 7-84 9-1045 12-0-7 14-2E 16-4-9 18610 203-12 22-10.13 25-2-2 2390 28-5-0
145-0 13/4 2-65 2-2-1 2-2-1 2-2-1 2-2-1 2-2-1 2-2-1 2-2-1 22.1 2-0-5 1-6-14 145-0
Plate Offsets(%,1� [3:P50_,a1.121(1a:0-5x4.0-1-12j,a�e:a1-e.ai-Bl.li4az<,0-0-f3],[z8U3-0,a15J,Iz9 0-1 8,0-1-81
LOADING IPsf) SPACING- 14-0 CSI. DEFL in (loc) Well Ud PLATES GRIP -TCL- 770 Plate Gdp DOL 1.15 TO 0.49 VwQLL) -053 24 >565 360 MT20 197/144
(Ground Snow=1000) Lumber DOL 1.15 BC 0.78 VerdCT) -0.59 24 >509 240 MT18H5 197/144
TCDL 70 Rep Stress l= NO WB 0.54 Hoa(C) 011 17 rua Wit
BCLL 00Code IBC201 WPI2014 (Matra) Alind(LL) 011 24 >999 240 Wegm:204 lb FT=15"'.
BCDL 8.0
LUMBER- BRACING-
TOP CHORD 2,4 SPF No.2 TOP CHORD Structural wood sheathing dteotly,applied a 660 oc purints.except
ROT CHORD 214 SPF 1650E 1,5E 2-0-0oc puffins(3-104 mazy.3-14.
WEBS WSPF No.2 BOTCHORD RgiticeilingdirectlyappliWor10hOmbrwrg, Except.
60-0 ac bracirg:1-30,2930,17-18,1317.
REACTIONS (sae) 30�5-8,1795E
Max Hat 30=-15(LC 11)
Max UpIMt30=-287(IC 6),17.2W(LC 7)
Ma,Gra,,30=2295(2 LC 27),17--MNLC 27/
FORCES (5)-Maximum ComprassioM mmum Tert
TOPCHORD 1-2=72/254.2-3-2293/305,3-31=-05131574,4-31=45125574,4.32=-4512574.532=45121574.5-6=-7744561,6-7=7744H61,7-8_6817/1085,
69-8817/1095,9.10-77441961.10-11-T744961,11-12=-T744,961.12-33--451Z574.13-33_--05121174,1334--4512574.1434045131574.
W15=-2293f",
BOT CHORD 1.30=141158,9.30-141/58,29.35-254/1993,2&35-25411993,2836=-7845418,2736-784/6418.27-37=78416418,26-37=-78416418,
938=4010/8570,2538=-10109570,24-25=-1040/8570.23-24010395570,22-23-1039/SM,2239-10399570,2139=-10399570,
21-011=-7805418.2D40-780/6418.20-41-780/6418,11941-7806418.19-42=N911993,16-42=-24911993,17.18-141158.1617-14158
WEBS 3-29-11622(125,3-28_-,38=145,4.28=-37629,528-2424992 527=-2155.526=20511687,6-2S=457129,7-26-10511126,7-25-2155,
7-N---36914.624-354/29.9-24_-36314,9.22=2155,9-21=-1051/125,10.21x35799,12.21-20511687.12-20=-2155,12-19-2424292,
13-19-376/29.14-19-3805145,14-18-1162/125.2-30-2189982 2-90911919,1 51 8=-912319.1517-21 891282
NOTES-
1)2-ply truss to be connected together with 10d(0.146'x3")nails as follows:
Too chords connected as follows'.214-1 row at 0-74)oc.
Bottom chords d!asfollo ss x3-1 2x4-1 mw 0-I0.9-0oc.
Weldsconnected!wec on id follows:2x3-1 row az 09-0 s.
2)All loads aro considered equally applied to all plies,except if noted as front to a back(8)lace in the LOAD CASE(S)section.Ply to ply connections have bean
prW .A C distribute tory loads rated as(F)a(B),sd=Ol ph:T se.2pgtl.
31 cantle ASCE 7-/0;night
w 5mph(end vend gust)Vastl�l mph:TCOLurnber 1:BL-1,60 plate grip D Cat.II:Ety 6;erx3osetl:MWFRS(envelope)gable eM zone:
cantilever lett and,Pg used;(gr varum telt 0-M right exposed;Lumber,Cal 60 plaza grip OOL=1.fi0
4)TCLL:ASCE 7-101 Pg S haw,ps(ground Snow);Pfd70 pal(flat root snow);Category It,ExP B;Perlially Exp.;C1=1.t,Lud0-0.0
5)Unatalaxred sate bads hale been mnsCer polo I ,
s ertle4gn.
6)Provide adequate drainage Prevent water ndingg.
7)All platee 1115x4 plazas unless
ess otherwise indii ii d
B)All plates W20are 1.5x4 20 unless otherwise cateate d.
9)TMs Vase has been n designee o 100 psf bottom clef law,t load bottom
chord
in with any other a r loads.
10)'This truss has been designed la a Irve bad a x4.0ps on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom ctratl
aro any aha members.
t 1)Provide�m�eoc�hanbaz connection1inacrn(by others)a 201trus5 International
bearing plate capabled s c tion 23 1 and uplift at joint to and 9NSI lyll 1. pint 17.
i�b�ggnetl in aarortlarwe with the x4151ntanazbnal Bolding Code section 906.1 aro referenced standard ANSI/SPI 1.
Sob Truss Truss Type _. Ory .Pry
164776-T HA HIP 2
_ ._. tJob Reference 2015 a9
Structures R B.R.inc.,Saints-gngas,B.O.Cenatla.Silly Barry Pun'l fi40 s Oct 12015 Print:].640 s Oct 12015Z4zD NbdGk?l Im. Tue Nov 291464wm?V Paagge 2
ID:BO?ctlMDKt L2PvRtl W43nQOyg2Ld-E?_Z42DINbtlGk?IrygdbhXSagLOxOC35em?VmyElo2
NOTES
11)Provide mechanical dconnectioniaccordance
others)M truss to bearing plate capable of section
1 anal up1At at pint 1 and d A-D IupliftffPl at pint 14.
121 This truss l tlesgnatl in luckingh heels'
the 20151ntemazitnal l was s d in tsection 2306.1 ares design
of this
standard ANSI?PI 1.
l41 Graphical
pilchrepres indtion d heels'Member and a or npON was used in Bre elan alt andtoW b truss.
14)Graphical a of representation Foes rptshall b[Ire provided
d the orientation to support theoncin rated tha top andror bottom caped.
15)Hanup at 3.$)aother mnnarii 3 toup 0)shallbe Itt do tls nes 31nl uat6- cen alb dodloac!34318 down and 21 Ib up at and
and43Ib tlpwn,2321 lb up at 24-9-9uptop chord,arid23l 311bdown31rid lb Ib
up at 2-8. 2318downand31 to up at 4-2-6.2318downane31Ib p at 62-82316 down a res 31 Cc up at 6-2-8, . 38down
na 31IbuPat t 22-8, .an Gown arid 31 n 3 az up
2318 down and 31 n n
at In up .231-9 dawn ares 31 b up al /62-8,2318 down and s31 It, r at 18 c2 8.lev 23I-9down and on i Up a<ZP2-6.2318 Gown ares 31 It,W az 22-2-6.and 2318 down artl 31 ID up at 242-6,and 318 Gown ares
6816 up at dation to bottom chord. The ty bracing for
ss such connection devices)is the responsibility of always
others.
ifi)Warning:Additional permanent and stability bracing for truss system(not part W this component design)is always requiretl.
LOAD CASE(S)Stardartl
1)Dead+Show(balanced):Lumber lmease=1.15,Plate Increase=1.15
Uniform Loads(pll)
Vart 1-2=168,2A3-168.113-14-168,1-14-16
Concentrated Loads(lb)
Vert'.26=26(F)22=-23 21-2319-23 15=26(F)29=-23 30=23 31-23 32=-23 33=-23 M=-23 35=-23 36--M
Jab Tmss Truss Type - Cry - my - - -
164776-T HA HIP 2
_ _ _ ._ 2 ,101, aOctc72015al)_ _
StrucWres q.B.R.int.,Saints-Argo&Beaute.Canada.Sidy Barry Run'].640 s Oct]2015 Pro[TM e0p 72015AYTek Industries.Irc.Tue Nov 2914:54 352016 Paagge 1
ID:807bdMDK1 LzPvROW43nOJ7yg2Ld-E?_Z4zDINbdGk?lrggxibhX5agLOxQC3sem?VmyElo2
0-0-0 18-016-1152-14 583 7-8-4 9-106 12-0-7 142-8 164-9 18410 p 12 22-10-13 252-2 2&BS 2&9-02&5-0
1800-0-11153 2-3.5 2.2.1 2-2-1 _ 2-2-1 _ 2-2-1 _ 2-2-1 _ 2-2-1 2-2-1 2-2-1 235 _. . 16-30-0-11180
Stale=1.47.1
5.50 12 50
3.5x6 3x8 - 3x8 5x6 35.8 5x9
2 �] 3 :14 5 6 _ X_ 7 B 9 1p 11 12 4813
T3 _
T1 `` 0
0 1 - W� 2 W1 W2 W1 W2 W1 W2 W1 W1 W2 W1 W2 W1 W2 W1 W2 WI W2 A" T1 9
14
w� HWf '.T81 . 82, . T HWL . ed
c o
3.5x6 3x12 25 29 25 30 24 31 23 32 71 21 20 19 18 33 17 35 16 36 15 3x12 35x6
5x8 3x8 6x10MT18HS - 3x8 5x8
3x8-
1-5425-68 1-54_
_256-8 _ 1-&4
0-0-0 1-80 3-2-14 588 7-&4 410-6 1287 1428 -164.9 18810 2D-8-12 22-10-13 252-2 26-90 28-50
18-0 1814 2.38 2-21 2-2-1 2-21 2-2-1 2-2-1 2-2-1 2.2.1 2.2-1 2_35 1414 180
Plate Offsets(X,Y)- 110-&0 l-&31,(1:&2.50P111•[2:0.&12,0-242].[4.0.2-8,0.1-12L 111 0.30.0-1-121.1130&12.04-121,[14'04.5,0<1.1140.5-0088),[i6:&2-0O-2-8],1160.1-124.181.19:08-12.0.1-81,
125.0-3-8.0.281_ - - -LOADING(list) SPACING 2-0-0 CSI. DEFL in (Ids) Udell Ltd PLATES GRIP
TCLL 77.0 Plate Grip DOL 1.15 TO 056 Ved(LL) -082 21 > 02 360 MT20 197/144
(Ground Snow=100.0) Lumber DOL 1.15 BC 1.W Verl -0.92 21 >360 240 MT18HS 197/144
TCDL 7.0 Rep Stress Inc, NO WE 0.79 Hm(CT) 0.15 14 Na We
BCLL 0.0Code IBC201STP12014 (Matrix) Wno(LIJ 015 21 >999 240 Weight.269b FT=15%
BCDL SO
LIAABEf4 BRACING
TOP CHORD 2x6 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied a 6-0.0 do purlins.except
BOTCHORD 2x6 SPF 1650E 15E 2-0-0oc purism(4-34 max.):2.13.
WEBS 26 SPF No.2 BOT CHORD Rigid ceiling directly applied or 1G."oc brazing.
WEDGE
Left:a6 SPF 1650E 1.5E,Right:2x6 SPF 165OF 1.5E
REACTIONS. (size) 1958,14958
Max Haz 1-20(LC 11)
Max Upti t1-324(LC]),14=324(LC 6)
Max Gray1--3357(LC 27).14-3 JLC 27)
FORCES. (Ib) Maximum CompreasionMlaximum Tension
TOP CHORD 1-2-6]44/670,2-27_97141966.3-27=9712966.3-4-971 1966 4-5=-1490N Z 56-1490&1462.6-7-16624/1621.7-�-16624/1621.
8-9-149061146Z 910-14906/14621(O11-1490611462.11-12=-9711V9W.12.28-9711/966.13-28=-9714966.13-14744570
BOT CHORD 1-26=57315880,2&23-57415889,2529=-574P. M.2530=1236/12783,243 -1236/12783,N-31=-1 236/12783.2331-1236/12783,
2332=1562/16222 22-32=1562/16222,21-22-156016M.2D-21=-1560/16222,19-20-1560/16222,1983-1560116222,1833-1560/16222,
1&34-1230/12783.17-34-1230/12783,17.35=-1230112]B3,1680-1230/12783,1&36-56658861&3C-56&1588914-15-56715860
WEBS 2-26-17/130.2-25=446A1605,3-25=43M2,4-25--3767/M,4-24-12,73.4-23=.2502602.523-506/43.6-23=1614/155.&22=-13x88,
6-21-45/493.7-21.503142.8-21=-05493.&19=13/68,8-18-1614/154,9-18=-506/43.11-18-2512602,1117-12/73.11-1C-3767/362,
12-16= 3 f42.13-16=-047/4605,13-15-17/130
NOTES-
112-ply truss to be connected together with 10d(0.148x3")nails as follows:
Top chords connected as follows:215-2 rows staggered at 0.7-0 oc.
Bottom chords connected as fdbws:2x6-2 rows staggered 9 0.9-0 oc
Webs connected as lollows:213-1 now W 0.9-0 do
2)All bads one corsitlered actually applied b all plies,except it noted as front(F)m back(B)face in the LOAD CASE(S)sectio,Ply to ply connections have been
Provided to disfnbute only loads not as(F)or(B),unless otherwise indicated,
31 Wind:ASCE 7-10,Vult=115mph(3-second gust)Vasd�l mph:TCDL 2psf:SCOL-1.epsl:h258:Cat.II:E�8:errAosed:MWFRS(envelope)gable end zone:
cantileeer lett and right exposed.end vertical felt and right exposed:Lurnber DOL-1.W plate gip DOL-1,M
4)TCLL.ASCE 7.10:Pg=1DOD list(ground snow);Pf=77.0 pat(flat roof snow).Category II:Exp 8:Partially Ely.,Ct=1.1,W=5000
51 Unbalanced arose bads haze been considered for this design.
6)Provide adequate drainage to prevent water paling.
7)All plates are MT20 plates unless otherwise indicated,
8)All plates are 2x4 MT20 unless otherwise indicated.
9)This truss has been designed for a 10.0 PSI bottom cord live load nommricurrent with any other live loads.
10)-This truss has been designed for alive bad of 200psf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0wits will fit between the bottom chord
Job Truss Truss Type - -Cry -Pty --
164776-T CA Diagonal Hip Girder 4 1
_ .bb Reference(Wtomel) _. . _ _ . .
Structures R.BA.int.,Saints-Anges,Beaute,Canada,Sidy Barry Run'7640 s Oct]2015 Print:].640 aOct 72015 MTek IMueaies,Inc.Tue Nov 29143,332016 Paye 1
ID:BO?LtdMDK1 LzPvRd W43nOJ7yg2Ld-IctpgHC2r_NYVhBTiFuE WGSpisuBTh=P KHuRuyElo4
04-0 411-15
a 11-15
SwI0=196
N4
3
369 12
3x4
2
T,"
N Wl A
A
W3 W2
a Bi
2.5x4 4
h ,
5 3x4
1.5x4
1-tib 34-9
1-118 30-9
0-0-0 2-3A 4-11-15
- — 2-34 2-&11
Plate Otsets(XY).- [3:6210,0007LOAD
TCLL (W) 46.2 SPACING 2-0-0 CSI. DEFL in (Ice) Wait Ltd PLATES GRIP - -
(GroundSnewd0.0) Plate Grip OOL 1.15 TC 0.26 Vert(LL) -0.00 4.5 >999 360 MT20 1971144
TCDL 7.0 Lumber DOL 1.15 BC 0.06 VW(CT) -0.00 4.5 >999 240
BCLL 0.0' Rep Stress Incl NO WB 0.09 Hoa(CT) -0.00 3 We We
BCDL B4O Cade IBC2015FPIM14 (Matrix) Winti -0.00 5 >9% 240 Weight 16 lb FT=15Y
LUMBER- BRACING-
TOP CHORD 2,4 SPF No.2 TOP CHORD Structural wood sheathing directly applied a 4-11.15 oc purlins.
BOTCHORD 2x4 SPF No.2 BOTCHORD Rigid ceiling directly applied or GOO oc bracing.
WEBS 2x3 SPF No.2 MTek recommends that 5tadlmers and required aces bracing be installed during
(L 5=54
REACTIONS
truss erection,in accordance with Stabilizer Installation guide.
MaxH apical.5-0-]-12,43dechanical
x az�(IC 6)
Max 3_25(LC 10),5=-84(LC 6),4-65(LC 1)
Max GmvGrav3=122(LC 16),5d79(LC 16),4_ifi(LC 6)
FORCES (Ib)-Maximum CompressionMlaximum Tension
TOPCHORD 1.2-6226a2-3=-61/28
BOTCHORD 1-5=208165,4-5-.208nt
WEBS 2.5=51892,2-0=11222,34==
NOTES
1)Wind:ASCE 7-10:VuIL-115mph(3-second gust)Vasl mph:TCO"4W:BCDL=l Split h25ft:Cat.II:Em B.ercosed;MWFRS(envelope)gable end wme,
cantilever left and right exposed,end vortical Kitt and right exposed;Lumber DOL=1.60 plate grq,DOL=t 80
2)TCLL:ASCE 7-10;Pg=60.0 psf(ground snow);Pb16.2 psi(list roof snow):Category It:Exp B:Partially Exp.;Ct=1.1
3)Unbatarced show,bads have been Considered for this design.
4)This truss has been designed for a too Pet bottom Chad Iwa load nOnxronw0ent with any other live loads.
5)'This truss has been designed for alive load of 200psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chad
and anydrarmembers.
6)Provide mess plate or equivalent at beanng(s)3 to support reaction shown.
7)Provide mechanical Connection(by others)of truss b bearing plate capable of withstanding 25 to uplift at joint 3.64 lb uplift at joint 5 and 65 lb uplift at pint 4.
8)Tres truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSITPI 1
9)'Semi-rigid atchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)Gap between inside of top chord bearing and first diagonal a wriical web shall not exceed 0.500n.
11)Warning:Addtional permanent and stadliry bradrg for truss system(not pad of this component design)a always requned.
LOAD CASE(S)Standard
Job Turas Truss Type -.. _ 'Cry Ply - - _ _ - _ _
164776-T HB2 HIP 21 1
Job Reference.apeonal)__ _
Structures R.B.R.him,Saegs,Argas.Beauce,Canada,Ssy Barry -- - - - Run7.640 a Oct 72015 Print 7,W s Oct 72015 MiTek Industries Inc Tue Nov 2914:54 392016 Page 1
ID:BO?ddMDKt LzPVRdW43nOJ7yg2Ld-eagiLGBgW?gbS00VOUPDK9bAtP38kjVZc_I65yEIV
0-0-0 1$0181132-14 563 784 9.10E 1287 14-2-8 161.9 18810 2&&12 22-10-13 25-2-2 26&526-902&50
1-8-0OQ111E3 235 22-21 221 221 - - 221 221221 22.1 2-2-1 _ 2-35 16300-111-80
_. -. _. _ - Some=1:47.1
550'12 615 48 3x8 3x8 410 4x8
6.9
2 3 4 5 6 7 6 9 yp 11. 12 13
. - T3
Ti ii-. T1
S 1 W1 W2 W1 W2 W1 W2 W1 W2 ' W1 W2 W1 W2 W1 W2 W1 W2 W1 W2. W1 W2 W1 t4 40
A m HWI -_ -SBI -. Mi m w
Bi 12
o - o
3.5x8 26 25 24 23 22 21 20 19 18 17 16 15 X 35x8
3x12 5x9 35x8 7x12 MT18HS WB 35x8 5x9 3x12
3x8
1.5-4 25-86 _ 1.54
1-5-4 _ _. _ _ _ _ _ 25-86 _ 1-54
0-0-0 16-0 32.14 5-8-3 7-84 910E 1247 142-8 16-4-9 18-6-10 2}8-12 22-10-13 25-22 26-9-0 28-5-0
1-80 1814 _2-35_ 2-2.1 2-2-1 2-2-1 2-2-1 2-2-1 2-2-1 2-2-1 2-2-1 2-3-5 1614 1-8-0
Plate Offsets(X,Y)-- 11:0-5-0,1-63],I1:&1-14.01-152[2:0-6-8,03-01.14:&2-4,&2.0],[/1:634.-2-0],[13:0.68.0-3-06[140-1-14,&1-151,b4 0-&0.0-&8).It6'.0-2-0.0-2-0I.1180-1-12,01-12).[2303-12,61-121,
(25:0-46.00.2-1
LOADING(Pat) -SPACING- 1-0-0 CSL DEFL in (loci Udell -/d PLATES GRIP
TOLL 770 Plate Grip DOL 1.15 TC 0.60 Ved(LL) -0,8B 21 >373 360 MT20 197/144
(Grana Snov=100.0) Lumber DOL 1.15 BC 078 Ved(CT) -0.99 21 >331 240 MTISHS 197/144
TCD- 70 Rep Stream lYES WB 1.00 Haz(CT) 0.16 14 n/a Na
BCU- 0.0• rkr
fico- 80. Code I13CMIWPI2014 (Matrix) Wnd(U.) 0,11 21 n999 240 Weight:136 lb FT=150
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 48-6 oc purlins.except
BOT CHORD 2x6 SPF 2100E 1.8E 2-0-0mpudins(2-7-2max.):2-13.
WEBS 2x3 SPF No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0Co bracing.
OTHERS 2x4 SPF No.2 MITek recommends that Stabilizers and required cross bracing be installed dur g
WEDGE truss eredion.in accordance with Stabilizer Installation guide. _
Left:2x6 SPF 1650E 1.5E,Right:2x6 SPF 1 65O 1.5E
REACTIONS (size) 1_458,1495-8
Max Harz 1-13(LC 15)
Max Up1itt1-91(-C 7),14-91(LC 6)
Max Gravl2172(LC 27),142172(LC 27) ,
FORCES (lb)-Maximum CompresecoNammum Tenson
TOP CHORD 1-2=4387/192,23-6245279.3«243279,4.5-9572/424,5--957W424.&7=10674/472.7-8-10674/472.8-9-957Z424,9-10-9S72/424.
10-11-957Zsf 4,11-12-6243W9,12-13-6245/Z79,13-14=-4387/192
BOTCHORD 1.26-159/3827,2526=-1595fO5,24-25-352/8216,23.24-3 216,22-23=-047/10419.21-22-447/10419.2&21-A,16[10419,19-�0419.
18-19=-046110419,17-18=34818216,16617-348821&1516=155/3835,1415-155/3821
WEBS 2-269/119,2-25=-1282901,3-25--279127.4-25-24191110,4.24-W48,4-23-71/1663 523=33228,6-23-1039150,6-22=0/45,&21-121313,
7-21-93028.&21=12/313,&199/45,&18=1039/49.9-18=63228.11-18-71HTi63,11-17948,11-16=2419/110,1240-27927.
1316=128/2901413-15=Oh 19
NOTES-
1)W nd:ASCE 7-10;Vult=115mph(3-second gust)Vasd91 mph;TCDL t.2psf BCDL,4.8ps;h25ft:Cat.II;Exp B:enclosed;M WFRS(envelope)gable end zone:
cantilever left and right exposed:end vertical left and right exposed:Lumber DOL-1.60 pale gip DOL=1.60
2)TCLL.ASCE 7-10:Pg--100,0 pS(ground snow);M=77.0 cast(flat roof snow):Category It Exp 8;Partially Exp.;Ct=1.1,Lir-5&&0
3)Unbalanced snow,loads have been considered for this design.
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated.
6)All pates are 20 W20 unless otherwise indicated.
7)This truss has been designed fa a 10.0 psi bottom Gard the load ionconcunent with any other Irv=loads.
8)•This truss has been designed for a live bad 0 20.Opm on the bottom Gard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will if between the bottom Chad
and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 It uplift at pint 1 and 91 lb uplift at Icint 14.
10)This truss a designed in accordance with the 2015 International Building Cade seccon 2306.1 and referenced standard ANSI?PI 1. -
11)-Semi-Mid pilchbreaks including hi lY Member and hdty model was used in the analysis and desgn o this truss.
12)Graphical purlin representimon does not depict the size or the orientation of the purlin mong the top andW Whom Chad.
13)Warning:Additional permanent and stability Gating fa truss system(not pad of[his Component design)B always required.
[AAD CASE(S) Standard
Job Truss Truss Type Ory Pty
164776-T MA Hatt Hip 22 1
_ __.. Job Reference(oepna8
u
Structures R 6 R.inc..SaimaAtges.Beaute.Canada,Silly Barry Run.7640 a Oct 7 W15 Print TM a Oct 7 W15 MiTek Industries,Inc.Tue Nov 2914:54382016 P0.9e 1
ID:BO?cdMDK1 LzPvROW43nOJ7yg2Ldeagij—GBgW7gbSOOVOUPDK9jatbgByFVZc_f65yElo?
0-0-0 1-8-0 3-2-14 3-7-7
1-80 1$14 0.49 _
1.5x4 Scale.LS"=1'
3
5.50 1,24 4
2
Tl--
W2
pW2
4 m 4
N ry
W3 At
Bl m
0
2.5x4 s 4
3.4
5
1 5x4
54 _ 223
1-5-4 2-2-3
U-0 1-BO 37-7
1-11-7
Plate 011sets(X,Y)-.(1:0-0.5,0-0-8)
TCLLLOADING(psf) 46.2 SPACING- 24}0 CSI. DEFL In (loc) IPoell L,tl PLATES GRIP
(Ground Snow=60.0) Plate Gnp DOL 1.15 TC 0.13 Verl 000 5 >999 360 MT20 197/144
TCDL 7.0 Lumber DOL 1.15 BC 0.03 Varl -000 5 >999 240
BOLL 0.0• Rep Stress Inv YES WB 007 H=(CT) -000 4 n/a ma
BCDL 8.0 Cede IBC2015lrP12014 (Metrix) Wini -000 5 >999 240 Weight:121b FT=150
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathitg directly applied a 3.7.7 oc purlins, except end verticals.
BOTCHORD 2x4 SPF No.2 BOTCHORD Rigid ceiling dredly applied or 6.00 cc bring
WEBS 2x3 SPF NoSPF
t xcopl'
W2:2x4 SPF NoMilek recommends that Stabilizers argrequired am bracingbe Installed during
truss erection,in accomance,with Stabiraer Installation guide.
REACTIONS (s@e) 5=0-5-8,4-0-1-8
Max HIM 5d7(LC 7)
Met Up105--27(LC 10),4=-29(LC 7)
MaxGravS-t19(LC 17),427(LC 17)
FORCES. (Ib)-Maximum CompressionMletimum Tersim
TOPCHORD 1-2=18/186.23=SB24,34-79!16
BOTCHORD 1-5-11024,4-5-120121
WEBS 2-5=-372M7,24-7/125
NOTES-
11
OTES1)Lund.ASCE 7-10,Vutt_-11Stroh(3�secpn09us0 VasdiNmph:TMI-it 2pst:BCDL Aixi:h25tt:Cat.If:Exp B:enGosed;MWFRS(envelope)gable and Eonle:
cantilever let and right exposeol end Vertical IBB end 119M erposed:Lumber DOL-1 M Plate grip DOL=1 60
2)TCLL:ASCE 7-10.Pg=60.0 pw(ground snow$p1716.2 psi plat root snow):Category 11:Exp B:Partially Exp.:Ct=1.1
3)Undefended snow bads have been conwdered for thus design.
4)This truss has been designed for a 10.0 Psi bottom cndrd live load nonconcu rent with any direr we loads.
5)'This buss has been designed for a live load of W.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-03 wide will lit between the bottom chord
add anyother members
6)Bearing at joint(s)4 considers parallel to gran value using ANSI/rPl I single to gran formula Building designer should vardy capacity of bearing surface
7)Provide mechanical connection(by others)of truss M bearing plaza az jdri 4.
8)Provide rncchanicel connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 5 and 29 lb uplift az pint 4.
9)This truss is designed in accordarge with the 20151nternatbnal Building Code section 2306.1 and referenced standard ANSIFPI 1.
10)-Semi+Igid plbhbreaks including feels-Member end lntity model was used in the analysis and design of the truss.
11)Warning.Additional permanent and stability bracing for truss system(not part of this comporenl dewgn)is always required.
LOAD CASE(S) Statical
Job Truss Truss Type - - - _Cty-- Fly - - - - - --
164776-T MA2 HALF HIP 46 1
.bb Reference_(opoprea
_ _ _ _ _
Strucpnas .B RR.int.,SaintsArgee.Beaute.Canatla,Sky Bony- - Run'7640 s Oct]2015 Print]800 s Oct 72015 MR-ek Induetri65 Inc, Tue Nov 2914, 1392018'Page 1
10:BO7cdMDK1 LrPvRdW43nOJ7yg2L0-6mE4wKGpRg7hDIXk3W7em)Gu_H#71OAnGkCexycto_
00-0 1-80 3-2-14 3�7-7
180 1814 0-49 _
15x4 Scala:1 5'=1'
3
5,5012 4
2
T1 m
W2 a
0 0
N 9
W1
W3
°
at
0
2.5X4 0 4
3.4
5
1.5x4
54 2-2-3
2.23
000 _ i$0 8-7-7
Plate(Xselslx,17�04_O-"
LOADING(pst)__-�_ _ SPACING- 14-0= _. CSI. _ _ _DER- _ in (kc) 1W1 Ltd PLATES GRIP
TCLL 46.2 Plate Grip DOL 1.15 TC 0.08 Veh LQ 0.00 5 >999 360 MT20 197/144
(Ground Snow=60.0) Lumber DOL 1.15 BC 002 Vert(Cr) -0.00 5 >999 NO
TCDL 70 Rep Stress lna VES VvS 009 Hoa(CT) -0.00 4 n/a n/a
BCLL 00Code IBC2015/rPh2D14 (Metrix) Wrd(LL) -0.00 5 >999 240 Weigh:121b FT=15%
BCDL _ SO
LUMBER- BRACING-
TOP CHORD 2x4 SPF No 2 TOP CHORD Structural woad sheaWing directly applied a 372 oc purlins, except end verticals.
BOTCHORD 2x4 SPF Not BOTCHORD Rigid ceiling directly applied or SOO oc bracing.
WEBS 2x3 SPF No.2*Except* MiTek recommends that Stathchi s aro required cross bracing be installed during
W2:2x4 SPF No.2 truss erecio_n,in accordance with Stabilizer Installation guide.
REACTIONS (ii 5=0-58,401-8
Max Hors 5=38(LC 7)
Max Up1itt5-1 S(LC 10),4=-I 9(LC 7)
Max Grav5=279(LC 17),4=18(LC 17)
FORCES. (lb)-Maximum CompressionlMaximum Tension
TOPCHORD 1-2=12/124,2-3-39/16.3-0=53/10
BOTCHORD 1-5-73NS4-5=-"4
WEBS 2-5=248/32,2-0-Sn83
NOTES-
1)Wind:ASCE7-10;Vult=11m,ph
OTES1)Wind:ASCE7-10;Vult=11m,ph(3-semMgust)Vasd=91mph:TMI,74.2ps1;SCDL Apst h--25f1:Cat.II;EVB,erdO :MWFRS(emal )gabkeWzone:
cantilever left and night eryosed',end vertical left and ngh exposed,Lumber DOL=1.60 plate grip D01=1.60
2)TCLL:ASCE 7-10,Pg=EU.0 pst(ground snow):Pb16.2 psi(flat roof snow):Category II:Exp B:Partially Exp.;Ct=1.1
3)Unbalanced snow bads have been considered for this design,
4)This truss has been designed for a 10.0 psf bottom chord live load noneonxmrrent with any other live loads.
5)'Th6 truss has been designed for a live load of 20.Ops on the bottom chord in all areas where a rectangle 3-6-0 WI by 280 wide will Il between the bdtom chord
and any other members.
6)Bearing at joints)4 considers parallel to gran value using ANSI?PI 1 angle to grain formula Building designer should verity capacity of bearing saface.
7)Provide mechanical connection(by others)of truss to bearing pate at joint(s)4.
8)Provide mechanical connection(by passe)of Luis to bearing pate capable of withstanding 18 lb uplift at pint 5 and 191b uplift at joint 4.
9)This truss is designed in accordance with the 2015 International Banking Code secion 2306.1 and referenced standard ANSI/rPI 1.
10)'Semi-rigid pambreeks including heels'Member end Gxity,model was used in the analysis and design of this truss.
11)Waning'Additional permanent and stabli y bracing la tors system(rat part of this comlMrlent design)is aweys required.
LOAD CASE(S)Standard
Job Truss Truss Type - Ory Ply
164776-T MB Jack-Open 4 1
-_ Job Reference(opficai
StmcWres R.B.R.sic.,Sainls-Arges,eeauce,Canada,Silly Barry Run'7640 s Oct 72015 Print'7640 aCot 72015 MRek Industries Inc. Tue Nov 2914 54.39 2016�P�egge 1
ID:BO?OdMDKI LzPvRdW43nOJ7yg2Ld-6mE4wKGpRg7hDcbd3W9em)UlnHv_tPPfnGkCeYyEIO_
000 2-0-11
2-0-11 -
_ Scale 16
1.5x4 3
2
m
550 12 0
TI
n
1
Wi in
q
o � 1
81
2.5x4
5 a
1 5x4
1-5-4 0-7-7 _
1.10-12 01
0-0-0 _ _. 2-0-11
2011
Plate Chaste(X,Y)-- [1Dh5.0-0-fid
TOLLLOAD (psi) 462 SPACING 200 CSI. DEFL in floc) Wall L/d PLATES GRIP
(Ground Srew30.0) Plate Grip DOL 1.15 TO 0.16 Vail(LL) 0.00 5 -9% 360 MT20 197/144
TOOL TO Lumber DOL 1.15 BC 0.16 Veri 000 5 >9g9 240
BCLL 0.0Rep Stress lna YES WE 007 Herz(CT) -0.01 3 n/a n/a
BCDL 8.0 Code IBC2015RP12014 (Matrix) Wndi -0.00 5 >999 240 Weght'.6 l FT 15%
LUMBER- _ BRACING-
TOP
RACINGTOP CHORD 2x4 SPF Not TOPCHORD StruCtbral wood sheathingdirectly y0-0 dotlering, oc audios.
BOT CHORD 2x4 SPF 100.2 BOT CHORD Rigid wiling d'vegly applied or 1000 oe bradrg.
WEBS 2x3 SPF No.2 MITek recommends that Stabilizers and required cross bracing be installed during
REACTIONS (size) 3d wl anaal.4Wwhanica1,595-8 truss erection.in accortlarice with Stabilizer lretalliion guide.
Max Herz 5=34(LC 10)
Mex Uplilt3=236(LC 1),4-252(-C 1),"x-391LC 6)
Max Gmv3=1 O(LC E,4=1 1 fl-C 6),5=742(LC 1)
FORCES (Ib)-Maximum Compression mimum Terem
TOPCHORD 1-2-260O.2-3-113/4
BOTCHORD 1-5=-0134,4-5=010
WEBS 2.5-410/48
NOTES-
1)
OTES1)Who.ASCE 7-10.VulM 151nph(3-second gust)Vead=91mph:TCOU1.2psf:BCOL.-l.Bpsf:h=25tt;Cat.Il;EP B:enclosed,MWFRS(envelope)gale end zone:
cantilever left and right exposed;end vertical lett and right exposed;Lumber DOL-1.60 pigs grip DOL--1.60
2)TCLL:ASCE 7-10;Pg=60.0 psi(ground snow):M,t6.2 psi(flat roof scow):Category II:EV B;Partially Exp.:C,=1.1
3)Unbalanced snow bass have been considered for this design.
4)This bras has been designed for a 10.0 PW bottom Chord live lead rxxvoncurent with any attar live loads.
5)'This truss has been designed for a Iiae load of M Opst on the bottom chord in all areas where a rectangle 3.60 tell by 2-0.0 wide will fit bePwcen the Whom chord
and any other members.
6)Provide mechanical conrexatn(by attars)of truss M bearing plate capable of withstanding 23610 Wit M joint 3,262 lb uplift at joint 4 and 39 lb uplift at joint 5.
7)This truss is designed in woodanoe with the 2015 International Builbirg Code section 2306.1 and referenced standard ANSI/P1 1.
8)'Semi Mid pitchbreaxs icoluding heels Member end fixity node)was used in ee analysis and design of this truss.
9)Warning'Additional permanent and stabillty b Wra ler ti system(not part 0 this component design)is always required
LOAD CASES)Standard
Job Truss Truss Type py Ply
164776-T MC Jack-Open 4 1
Job Relerarce{optonal)
Structures R.B.R.int..Saints-Anges,Beaute,Canada,Sidy Bmr Run 7640eOct 72015 Print:1640 a at 7 M150701,Industries.Inc Tae Nov 2814544(12016 Pagyel
ID:BO?alMDK1LzPvRdW43nGJ7yg2Ld.bzo.RBgHRB8FYgmApdDWIlIE3ZhHVctrlu0wTm9—y Inz
000 1-P3
3
Scats=1:56
ail
2
5.50 12
T1 /
1
0
WI
6
j
to
B1
3
2.50
1 5x4
1-511 0-143
3
000 14-3
1-7-3
Plate Offsets(x,Y)-- [1:045,00-M.[ZO21300-01
LOADING(0) SPACING- 2.00 CSI. DEFL in (lac) I/OHI Lid PLATES GRIP
TCLL 462 plate Grip DOL 1.15 TC 009 Vert(LL) 0.00 1 nh 120 MT20 197/144
(Gramol Snoi.0) Lumber DOL 1.15 BC 0.02 Ved(CT) -0.00 1 nh 120
TCDL 7.0 Rep Stress Ina YES We 0.00 Horz(Cr) 0.00 n/a rule
BCLL 00Code IBC2015RP12014 (Matrix) Weight:4m FT 15%
BCDL 8.0
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied a 1-7-3 oc purlins.
BOTCHORD 2x4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 600 oc bracing.
WEBS 2x3 SPF No.2 MTex recommends that entailment and required am bracing be installed during
truss erection,in aobrdance win Stabilizer Installation guide.
REACNONS (size) 3=0-1.15,2=Mechanical
Mez Haz3=153(LC 1),2=153(LC 1)
Max Upitt3_,I LC 6),2-25(LC 10)
Mex Grav327(LC 5),2=171(LC 1)
FORCES (Ib).Madmum CorrpressOrLtA omum Tension
TOPCHORD 1-2-20211
BOTCHORD 1-3-15329
WEBS 2-3--=
NOTES-
1)Wind.ASCE 7-10;Vult=115mph(3-second gust)VasdJlmph;TCDL .2psf:BCDL- Split;h25fn;Get.II;Ela)B'.enclosed;MWFRS(envelope)gable and zone;
cantilever Iatt and right eWowd;end vertical lett and right exposed;Lumber DOL-1,60 plate gp DOL=1.60
2)TCL ASCE 7-10;Pg=500 psf(gouts snow):Pf 16.2 pat(flat mol snaw);Category 11,Epp B;Partially Ela).;Ct=I.1
3)Unbalanced snow dal have been considered for this design.
4)This truss has been designed for a 10.0 pat bottom chord live load nonconcunent with any of"lite loads.
5)'This truss has been designed for a live bad of 20.0psl on the bottom chord in all areas where a rectangle 3-"W by 2-0-0 wide will l4 between the bottom chord
and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate at j0int(s)3.
7)Prowde metal date a equivalent 4 be seg(s)2 to support reedion shown
8)Prwde mechanical connection(by dhers)of Muss to bearing pate gable of withstanding 4 l uplift at pint 3 and 251b uplift at joint 2.
9)Non Standard bearing condition. Review,recalled
10)This truss's designed in a0.Vr1ance with the 2015 International Building Code section MW 1 and referenced staldand ANSI/TPI 1.
11)'Semi-rigid ptchbreaks including heels'Member end li i ty model was used in Ne analysis and design of this truss.
12)Warning:Additional permanent and stability bracing for truss system(rot part of this componed design)is always required.
LOAD CASE(S)Standard
35' 4 1/2"
x
32' 6"
U
16' 3" 16' 3"
U
— ---- ---- --- ------� --- ---- ----
MBI y —,,MB
LO
co
� 1
1 1
I 1 i
I
1 I
1
f I
1 ( I I
I , 1
1
I
—ter
50
I
In N
1 ILII i I N
Irl. 1
r 1 I
I
= HBI3)
I ,
1 1
1
II
MBI
IMB
'
-- -- -- -------- ---- ----- --- ------ — —
'
GP 7 Uy
1
3' 9" 27' 10 1/2" 3' 9"
May, 24. 2011 12:0011P MD[A- No. 8644 P. 3/4
MIDDLE DEPARTMENT INSPECTION AGENCY, INC.
Wed as that the electrical wiring to the electrical equipment listed below has been examined and is approved as
being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date
noted below and is issued subject to the following conditions.
Owner. Mastro Date:
05/22/2017
Occupant: Dock Location,
26 Tall Timber Road
Occupanc�angle Family pwg. Queensbury,Warren Co. NY
Applicant: �
Dean Electric
Box 4
Glens Falls, NY 12801
L J
Joseph A Holmes
No. 1466631357328.El, - - - _
_ -- -- - - - - - - - -
Equipment: -
2-Switches; 5-Receptacles; 9-Fixtures Til
D ECE0V EO.
EMAY 2 5 2017 fkf
TOWN OF CUr:.L".11SBURY' C
This certificate applies to the electrical wiring to the electrical equipment listed Immediately null and void- This certificate applies only to the use,occupancy and
above and the installation Inspected as of the above noted date based on a visual ownership as Indioaled herein. Upon a change In dna use,occupancy or ownership
inspection. No warranty is expressed or implied as to the mechanical safely,III of the property indicated above,this certificate shall be immediately null and void.
Ciency or fnnese of the equlpmenl for any pararyler purpose. Thio certificate shell In the event that this certificate becomes invalid based upon the above conditions.
be valid for a period of one year from the above noted tlate. Should the electrical this certificate may be revalidated upon relnspeoton by Middle Department
system to whltth this certificate applies be Sltefetl In any way.including but not IImR- Inspection Agency,Inc. An applicator,for inspection must be submitted to Middle
ed to,the introduction of eddidonal elettriWl equipment and/or tine replacemern of Department Inspection Agency. Inc.to initiate the inspection and revalldatlon
any of the cpmppnents installed es of the shove noted dale.Mie certgirate shall be process. A tae will be charged far this service.