HomeMy WebLinkAboutMiscellaneous Plans 2005-1-18
.'
"
"
(.
\
'.
. CITY OF SPRINGFIELD
Development Services Department
Building Safety Division
Residential Plan Review
CITYJOB#: ~ ~ ~~rJ
PHONE: 895-3462
CONTRACTOR: Owner
PHONE:
"
Items listed below (if any) and those marked in red directly on the approved permit.
. documents are incorporated into this project in addition to any requirements appearing on
the construction plans and the City standard document entitled "Single Family and Duplex
Construction Most Commonly Missed Items", A corresponding number is marked on your
plans for any items listed below where applicable.
All references are to the 2000 Oregon State One and Two Family Dwelling SpeCialty Code,
(1998 Intemational One and Two Family Dwelling Code as amended by the State of
Oregon unless noted otherwise, A copy of this code may be obtained from the Building
Tech Bookstore, Inc., 8020 S.W. Cirrus Dr. Beaverton, Oregon 974008-5986
Your signature on the Building Permit is an afT ~~u.ent that all items will be installed or
corrected, and that all work on this project will comply with applicable codes.
\.
ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS,
SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A
PERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF ANY OF THE BUILDING
SAFETY . CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF
SPRINGFIELD.
<.
PLANS REVIEWED BY:
_Bob Barnhart_PHONE:_726-4652
1. Provide sill plate sealer at all dwelling walls in two locations to reduce the
potential for air leakage. into the floor insulation and the interior of the
structure. Apply two beads of sealer at each of the following locations:
a. Between the top rim joist and the floor sheathing.
b. Between the floor sheathing and the wall sill plate. (OSSC 5303(E)2).
2. FO\Jndation walls shale extend at least.6" above finished grade adjacent
grade to the'foundation 'at all points. except where masonry venee~ is used.(R-404.1.3).
3. Ground under building shall be Sloped to a low point, and an under floor
drain installed to provide positive drainage from the area under the
building. (R-3 J 1.4).
4. The grade away from foundation walls shall fall a minimum of 6" within the
first 10'. Drains or other approved means shall be provided to ensure
positive drainage. Except when restricted by lot lines. (R-40 1.3).
5. Provide openable egress windows with a minimum net clear opening of5.7 square
feet. (Grade floor egress window 5 square feet). Least openable height 22"; least
openable width 20"; maximum sill height 44" above walking surface. (R-31O.2).
6. Provide approved "smoke" detector. Detectors shall receive their primary power
from the building wiring system and shall be provided with battery back-up in the
event of power failure. All detectors located outside of sleeping rooms shall be
interconnected. Detectors shall be installed per manufacturer's instructions. (R-316.2).
7. SMOKE DETECTORS ARE REQUIRED in each sleeping room, and areas
providing access to sleeping rooms, and on each floor level. (R-3l6.1).
...
WALLS & ROOFS
38, Gypsum board used as shower and bathtub ceramic tile backing shall be water-resistant. All cut or exposlld edges, Including those
at walllntereeotlonl, Ihall be ..a led as reoommendad by the manufacturer. [702,4.2] ,...,
39, Masonry veneer anchors may support 22/3 square feet of veneer, maximum, and shall attach to continuous #9 wlre.[703,7]
AO. Flash all exterior doors, windows and horizontal wood trim. [703.8] ,
41. provide braolng at all gable end walls exoeedlng 14 feet In length, [See standard City of Springfield detail. for approved bracing
methods. ]
42. Nails and staples must not be consistently over driven beyond flush with the sheathing surface.[Table602.3(I)and (2)]
43, Shear wall nailing orstapling must remain exposed for inspection approval.[113,1-113A]
44. Tru.. Bnglnaerlng must be onJob slto at fr.ining Inspection, for.1I typ.tru.... u..d. [502.10; 802,11]
45. Trusses shall not bear on partition walls unless so designed. [301.1]
46. Enclosed attics and rafter spaces shall be provided with cross ventilation. Net ventilating area shall be not less than 1/150 of the
attic area. Exception: Net ventilating area 'may be reduced to 1/300 when at least 50% and not mora than 80% of the ventilators are
located at least 3' above the eave or cornice vents or when an approved vapor barrier is installed on the warm side of the insulation.
Provide a I" minimum air space above insulation and baffle at eave or soffit vents. [806, E40 1.2.1] -
47. A readily accessible attic access framed opening not less than 22" x 30" shall be provided to any attic area having a clear height of
over 30". [807.11
48. Roof coverings shall comply with the general requirements of Chapter 8 and the specific requirements of each section based upon
type of material: a) asphalt shingles [903]; b) slate shingles [904]; c) metal [905]; d) tile, clay or concrete shingles [906]; e)
built-up roofing [907]; I) wood shingles [908]; g) wood shakes [909],
49. Roof storm drains shall be provided to collect and discharge storm drainage to an approved drainage system.[801.3] One 3" pipe
graded 1/4" per foot can accommodate up to 2,320 square feet of surface area.[Table 3811.2]
50, End walls to be step flashed or to manufacturers specs.[903,31
MECHANiCAL & PLUMBING
51. Heating and cooling appliances located in a garage or other area where they may be subject to damage shall be suitably guarded
against such damage. (Protection is typically provided by concrete filled pipe bollards.) [1307.3, 3310.3]
52. Appliances which generate a glow, spark or flame capable of igniting flammable vapors and are located in the garage shall be
installed with the burners, burner ignition devices or heating elements and switches minimum 18" above the floor level. [1307.3,
3310.1]
53. Fuel burning warm air furnaces and water heaters shall not be installed in a room designed to be used as a storage closet. Furnaces
or water heaters located in a bedroom or bilthroom shall be installed in a sealed enclosure such that combustion air will not be taken
from the living space. Direct vent units are not required to be installed within an enclosure. [1402.1, 3309]
54. Combustion air must be provided for all fuel burning appliances except direct vent units, [200 1.lto 2001.5]
55. Provide access to attic furnace (22" x 30").or underfloor furnace (30" x 30"). Provide a permanent electric outlet located near the
furnace and lighting fixture controlled by Ii switch at the passageway,opening. [1401.6-1401.71
56. Tho maximum amount of water used by new plumbing fixtures: a) toilets: 1.6 gal. per flush; b) shower heads: 2.5 GPM; c) interior
faucets: 2.5 GPM [3202]
57. Showers and tub-shower combinations shall be equipped with control valves of the pressure balance, the thermostatic mixing, or the
combination pressure balance/thermostatiC mixing valve type with maximum mixed water setting of 120 degrees F. [3215]-
58. Minimum shower compartment: 1,024 sq. inches; shall also be capable of encompassing 30" circle.[32I 0.3] Threshold shall be of
sufficient width to accommodate a minimum 22" door.[3210.2]
59. Equipment used for heating water shall be 'protected by combination pressure and temperature relief valves. [3408.3]
60. Water heaters shall be anchored to resist horizontal movement. (i.e. earthquake strapping) [3310,5]
61, Storm water drains located within 5' of a building may be Schedule 40 ABS or Schedule 40 PVC, CPE, installed per installation
standard IA. [3501.1.2]
62. Clothes dryer ducts shall terminate outside the building, Max length is 25', reduce 2.5' for each 45deg. elbow.[I 80 1.3]
63. Trenches dug parallel to the building foundation and deeper than the footing must be at least 45 degrees from bottom outside edge
offooting to the bottom inside edge oftrench.[3113.3, illustration pg,2941
ELECTRICAL,
64, RESIDENTIAL ELECTRICAL PLANS ARE NOT REVIEWED PRIOR TO PERMIT ISSUANCE, All electrical work shall
comply with current codes and will be field-inspected for compliance. Building permits may be issued without electrical permil'J.
Electrical contractor must confirm an electrical permit has been obtained before starting work.
65. Provide grounding electrode at electrical service, consisting of (or connected to) a minimum 20' length of \I,"diameter steel
reinforcement in footings. [4108.1.2] -
66, GFCI protection required for receptacles in outdoor locations, garages, unfinished basements, bathrooms, where serving couilter-
top surfaces in kitchens, and when within 6' of wet-bar sinks, [4402]
67, Provide an approved smoke detector in each sleeping room, outside of each separate sleeping area, and on each additional story of
the dwelling. All detectors shall be interconnected and shall provide an alarm audible in all sleeping areas. Smoke detectors shall
be located minimum 3' upstream of air ducts. [316.1]
68. All smoke detectors shall receive their primary source of power from the permanent built-in wiring, with battery back-up in case
power is interrupted. Exception for remodels: hardwiring and interconnection is required only if other remodeling considerations
require removal of the appropriate wall and ceiling coverings to facilitate wiring. [316.1.1, 316.21
69. Required smoke alarms shall not be located within kitchens or garages, or in other spaces where temperatures can fall below 40
degrees F. Ionization smoke alarms shall not be located closer than 3 feet horizontally from: a door to a kitchen or full bath; or
supply registers of a forced air heating or cooling system, Smoke alarms within 20' of a cooking appliance shall be a photoelectric-
type smoke alarm or the alarm shall have an approved silencing means.[316,1]
70. Recessed light fixtures installed in cavities intended to be insulated shall be labeled as suitable for being installed in direct contact
with insulation (IC rated). [4503.5]
71. Electrical outlets and approved wall fixtures in the fire separation wall shall not be located back to back. Use metal boxes no larger
than 16 sq. inches placed in separate stud spaces for the 2 dwelling units.[320.2]
ENERGY CONSERVATION
72. Provide approved vapor barrier installed on the warm side (in winter) of insulation at all unventilated exterior walls, floors, and
ceilings enclosing conditioned space. [C401.9.1]
73. PATH 1 insulation requirements: (Section C401 for alternative insulation paths.)
Exterior Walls: R-21, Basement Walls: R-15, Underfloor: R-25, Slab Floor Edges: R-15, Flat Ceilings: R-38, Vaulted Ceilings: R-
30 (max. 50% of floor area), Main Entry Door (max. 24sl): U=0.54, Other Exterior Doors: U=O,20, Windows: U=OAO, Skylights
(max. 2% of floor area): U=O,50, Forced Air Ducts: R-8. [Table C401.1(1)] .
74. Alterations within an existing building envelope may use the minimum component insulation requirements:
Exterior Walls: R-15, Basement Walls: R-15, Underfloor: R-21, Slab Floor Edges: R-IO, Flat Ceilings: R-38, Vaulted Ceilings: R-
21. Exterior Doors: U=0:54. Windows & Sk~lights: U=0.65. Forced Air Ducts: R-8, rCIOI.2.3, Table C401.Ib Footnote Cl
I,,'> ,,- " " , ' ,
.<:" ,. -,' '- '1'",.' .., 'REMINDERSFORTIffi'BUlGDER:" "', ,'''.,,' ,"; ,.'."
, L.! c.'" _ I I _, '-.' '1.:." .,.,. I'. I "I ,.1,'r '~ . ~. .
1:; ,The, 'appr?ved bu,lIdit,i,gpe!""it plap~.must remain at,the construction'site and. beav~lIabl~, to City inspectors., ,', . ,. '
2:::!Bullding':miIst'be' completeain'compIlance,with',theapprovedplans:ana specsi'Proposed1chahges must be approved by the City.
"-,'",_.,,,.., ~'_"''-~~' ,,:,'_ '; ,.",_~_'~':"".:' ~;:(,~,,- . " _ ," . '. '. -1-'." .' ."':..-.~- ;. ".....,'.' ,"or'" - ".jI-".",l~'" ,,0', ,- ',,_'
3.... '.-':AI..I..'? '.e,~.i~. '.e. x.i>. ire'l.,.,8...0..'da,'.Y. ..s..'.a..ft. er. issua.n~e. if..,.n. 6 inspectio.,nsn.av. e... D.ee..o.,.:c.al.\ed.:fo.r~cir. .0.:.,.0. p'.io.gr~s~...~~S.:b.'~.'..:e.n.j.'.'.:!fl."..,..,.,!l.,~.e.'.on. the. project; ~I
. ^lmos,~"IIJ!!,'~~I?~~,~,,?~S'~1In,.,~~.p.r~~14~1I'()!l,th,e 's~we ,rrP~1d~g::~a~,:I(t~,!~W,~P~C~I,??'r~~~,~~t'ls':m,~de' p,rIor to
;":1":1::-;,:'.:.<: , I:.,,:':,!(::!;':;(r.',.:'> ,,~i"'I.:,::,:!!!;:::;',':!i.':~';\'\":::"I"; ", ..:, ,': I: ..,0,' .. '- "''''i,:,'~, '," . ,,:!'I ..: 7ia~m'1':i~p:;';:, .",,;' " ,1:,._ '; .;i< " .':-: ,,; 1'-'< '~~ ,:""":':c"./; !'i'l; ::;I'::U!':::')!J:f::~:' 1;)..\,1,1" : ' . . ',' , \
, - I
DEVE10PMENT SERVICES
22b FIFlH STREET
SPRINGFIELD. OR 97477
~~
Single Family and Duplex Construction
Most Commonly Missed Items
."'..";>>''':;"/J,It1:JI:J'''''':I"l.f'l.''''
rhis sheet is attached for your convenience. Included are many often missed requirements o'r the Oregon building codes. Springfield
inspection staff will check for these items as well as all other requirements of the codes. There may be additional Items marked in red
on the approved plans that must be completed before calling for the corresponding inspection. When structural engineering
accompanies plans, the ownerlbuilder must complete any additional requirements. Complete requirements of the code can be found in
the 1998 State of Oregon Edition of the International One and Two-Family Dwelling Code, [The number in square brackets is tho
code reference.)
InspectIon Request Line: 726-3769 Springfield Building Divisions: 726-3753
BUILDING PLANNING
I. Provide ventilaiion in every habitable room by means of operable exterior openings equal to at least 5% of the floor area of the
room. Exception: Provide a mechanical ventilation system capable of producing 0.35 air changes per hour in the room. [303,11
2. Bathrooms shall have exterior glazed openings of not less than 3 sq ft., half of which must be able to open, or a venting system
capable of five air changes per hour. Vent to outside. [303,3].
3. Habitable rooms shall have a ceiling height of not less than 7' for at least 50% of their required floor area. [305.1]
4. Provide a 21" deep clear space in front of all water closets. [307.2] .
5, Provide laminated, tempered, or heat-strengthened glass for all glazing located in door assemblies, railings, tub and shower
enclosures, or within a 24" arc of a door. Exception: Glazing in tub and shower enclosures and near doors need not be tempered if
located at least 60" above the adjacent floor or drain inlet. [308.4] ,
6. Openings between the garage and residence shall be equipped with either solid wood doors not less than I 3/8" in thickness or 20-
minute fire-rated doors, [309.1] ,
7. The garage shall be completely separated from the residence and its attic area by means of v," gypsum board or equivalent applied
to the garage side. [309.2]
8. Garage and carport floors shall be sloped to drain liquid toward a drain or the main vehicle entry door. [309.31
9. Provide operable egress windows in each bedroom with a minimum net clear opening of 5.7 sq, ft. (Min. 5 sq. ft. when sill is
located within 44" of adjacent exterior grade.) Minimum net open height: 22"; Minimum net open width: 20"; Maximum sill height:
44", [310,1.1]
10. Enclosed accessible space under stairs shall have walls and soffits protected on the enclosed side with !I," gypsum board or
equivalent. [314.8]
I I. Minimum hallway width 36" finish wall to finish wall. [314.1]
12. A minimum 3' x 3' landing isrequired on each side of an egress door, maximum 1-112" below the top of the threshold. [312]
Exceptions: I. At the top of a flight of stairs, provided the door does not swing over the stairs,
2. At required exit door, shall not be more than 8" below the top of threshold when the door swings in.[312]
13.- Min. stairway headroom 6'- 8"; Min. Riser 4"; Max. Riser: 8"; Min, Tread: 9"; Min. clear width above handrail: 36". [314]
14. Provide means to illuminate both interior and exterior stairways and landings. [303.4]
15. Provide a continuous handrail on at least one side of stairways of more than three risers, 1 1/4"- 2-518" cross-sectional dimension
_ with a gripping surface and no sharp corners, 30" to 38" above the nosing of the tread, with a minimum 1-112" clearance to the wall.
[315.1 & 315.2]
16. 'Open sides of stairs with a total rise of more than 30" above the floor or grade below shall have guardrails not less than 34" in
height measured vertically from the nosing of the treads. Intermediate rails shall be spaced so that they do not allow passage of an
object 5" or more in diameter. [315.3,315.4]
17, Porches, balconies, or raised floor surfaces located more than 30" above the floor or grade below shall have guardrails, minimum
36" in height, with intermediate rails which do not allow passage of an object 4" or more in diameter. [315.3, 315.4]
18. Required exit door shall be a side-hinged door and not)ess than 3' in width and 6'8" in height.[3llJ], "
19. Provide 5/8" Type 'X' gypsum board, or equivalent one hour assembly, each side ,of duplex party wall, and extend to roof
sheathing,[320.11
~20. All habitable rooms and area shall be provided with a permanent approved heat source capable of maintaining a temp. of 68 degrees
F. at a point 3' above the floor.[303.6]
FOUNDATION/GRADING
21", Gravel or other structural fill deeper than 4" which is placed to support foundations must be inspected during placement and the
compaction by an approved special inspector. Provide copies of special inspection reports to the City inspector.
22. Concrete shall be 5-7% air entrained with a minimum compressive strength of: a) 2500 psi for basement walls and foundations not
exposed to weather and for basement slabs and interior slabs on grade (except garage slabs); b)3000 psi for basement, foundatIon
and exterior walls and other vertical work exposed to weather; c) 3000 psi for carport and garage floor slabs and for porches and
steps exposed to weather. [402.2 and Table 402.2]
23. Minimum footing sizes shall be as follows: [Table 403.1.1]
Supporting I floor and a roof: 12" wide., 6" thick, 6" thick stem wall
2 floors and aroof: 15" wide., 7" thick, 8" thick stem wall
3 floors and a roof: 18" wide., 8" thick, 10" thick stem wall .
.When load bearing capacity of soil is 1000psf, 18" wide footing Is required for I story, 23" for 2 story, 27" for 3 story
24. Footings shall be minimum 12" below grade, [403.1] Stem walls shall extend at least 6" above flnished grade. [403.1.31
25, Ground under building shall be sloped to a low point, and an underfloor drain installed to provide positive drainage 'from under the
building. The grade in the undertloor space shall be as high as the outside finished grade, unless an approved drainage system is
provided.[409.4] Groundwater collected or drained from under or around the buildings shall be piped to an approved disposal site.
Subsoil drains which cannot remove groundwater by gravity shall have an approved ejector.[3806.2]
26, The sill plate or floor system shall be anchored to the foundation with minimum !I," diameter bolts, embedded at least 7" into
concrete or masonry, spaced at 6'-0" on center maximum with atlcast two bolts per plate and one bolt within 12" of ends or corners.
[403.1.5]
27. Foundation drainage shall be provided around foundations enclosing habitable or 'usable space below grade. [405.1]
28, Columns and posts .hall be anchored to prevent lateral displacement. Exception: Columna less than 4' in height, bearing on a pier
or footing within a crawl space that Is enclosed by a continuous foundation wall need not be restrained at the bottom end. [408.3]
29. Provide 12" clearance to grade from underside of girders and beams and 18" clearance to grade from underside of joists or provide
pressure treated wood, [322,1]
30. Provide 3" min. bearing for girders entering masonry or concrete, with \1," air space on tops, sides and ends. [502.4, 322.11
31. Provide access to all underfloor areas: 18" x 24" minimum, [409.2] .
32. Provide underfloor ventilation equal to 1 square foot for every 150 feet. One vent is required within 3' of each eOfIler. Vents shall
have oOlTollon-rOllatant wlro moah 9r IIq\.llva.lont with tho loast dlmonalan bolng 1/8". UndorfloQr ventilation may bo roducod to
111500 of the crawl space area where 6 mil. black polyethylene sheeting or other approved grollnd cover is installea,. [409,1]
33. Provide 6 mil. black polyethylene ground cover, lapped 12" at joints and extending 12" up foundation walls, in all crawl spaces
where underfloor insulation is installed. [C401.9.2]
34. Provide 55# rolled roofmg or 6 mil. black polyethylene over 4" clean sand, gravel, or crushed rock beneath all concrete floor slabs.
[505.2.3,C401.9.2] ,
35. The grade away from foundation walls shall fall a minimum of6" within the ftrstIO'. Exception: Drains or other approved means'
shall be provided to ensurc:J>ositive drainage. [401.3]
36. Slopes for permanel)t cutS or fills shall not be steeper than 2 units horizontal to 1 unit vertical. Exception: Steeper slopes may be
permitted when a soils investigation report containing data to justify such slopes is approved by the City. [401.6]
37, Scaling required between wall and floor, between floor and foundation to prevent air leakage into building envelope.[C401.8.2]
Jan-18-2005 04:58Pl1 FrDll"'K I A Enllmrlnl,' Inc.
+541-684-9358
T-885 P.003/004 F-583
, .
a
l'nglnl'l'rlng
K I A Engineering, Inc. " '
P.O. Box 23824, Eugeni, OR 97402
621 Merk81 IL, Suite B, Eugene, OR 97402
(641) 884-fl39lI Voice
(641) 884-8368 FAX
~anu8IY 18, 21106
Hayden Enlsrprla8a, Inc.
P.O. Box 883
SprlngfIald, OR 97478
Subject SupplemanlaJ Calculallons
R8VIS8d garage door header
Springfield pennlt No. COM2004-0120S
6011 OrchId Lane
PrvjBCI:: 1 &.06
As requ88l8d, ellached 818 calcuJattons lor a revised garage door header for 'Roof 'II' Side Entry Galage' using
locally avallable glue laminated lumber. For 1I11s header, which supports a clipped, gable-end wsa, we
recommend a 3 1/S' x 12' DFIOF 24F-V4 glue lamfnated beam. The sUllace of this member does not have to
be nnlshed.
As requested, attached are calculations for the porch header for 'Roof 'U' Slde Entry Garage' using solid sawn
lumber, For tills header, which supports only the porch roof loaels. we ,Ovv.,., ,.nd a solid sawn 4x8 DF/L. No.
2. The maximum clear span lor this loadlng configuration Is 12'-6'. '
Thank you lor tile opportunity to be of service. Please call if you have any quesllons.
Sincerely,
.
!lIPlIlE8 '1'Z.,'/"'~ '
Michael Rembolllt, P.E.
K & A Enginea~ng, Inc.
Jan-18-2005 04:58pm From-K I A En'ln..rlnl, Inc.
+541-684-9359
T-895 P.004/004 F-58!
~
K . A EnglnMrlll1l> Ine.
:P.o. 80x 23124
Eupne,OR87402
(841) 88t eI"
15411 88~""!18
Ili~"''''''U.o.l.o.......
IDo2DD3 E!NIRCALC ._, . I!I/I.___
..J--....,u"._.........hLLI&I.ts.I.J "
DMcrlption Lot 119 . 120 Headers
TIllea'
DIQIll'I
C .1'" .",,'
JolIII "
DotlI: lQ:3OAM, 18.IAN Ill!
: 8copo I
"
.'
" . P8ge 1~
).-'1IIuSIIId.. ... ....~. .
!~,......._,..................u-'...............
Timber Bea", & JoIst
I TImber Member Infonnallon :ode ReI: 1997/2001 NDS, 2OOOI2C031BC, 2003 NFPA 8000. Ball allowalllill anl uaor daftned I
.' ~.. ~. _........~..........._,,",. " ......-..................~,_................................. . . . ". ,............--.....w.........h...,L..II...."...,J.....]
1IniIo_ --
'ltmbet 8IcIIon s'1z:lX'!Z 4d
Beam WIdt/l In 3.125 3.500
BllllIlI Dapt!l iI1 12.000 7.2811
La: Unbnooed ~'" ~ 0.00 0.00
nmbw Clmte )augIa Ffr, W'. ,DougIIlIFIr.
1'1 LIoCIo,....
Fb - Baale Allow e 2,400.0 ' 900.0
F.. Baalo_ 240.0 180.0
I!Iastfc ModuIua l,BOl1.0 1.800.0
Load DUIllIlon Faclor 1.180 1.150
1010mb., TY1'8 0IuLaIl Sawn
RIpotI\Ive Blll1ua "" ""
, Center 8DSn Data
s;;;...... '.... ".-=.. ..._ol."......- ...-........ ............-.,...-..........
18.00 12.50
Dead ~ : 30.00 lIO.oo
Uve Load ' 50:00 100.00
I Results Rde. 0.1484 0.9090
-I: cemaj.- IIHl 30.72 37,5(1
x. ft aoo 8.25
a,:AoluaI pol 409.6 1.223.0
Fb:AIIowIlIlIe, psi 2,760.0 1.:MS.6
_ox _OIC
f\I:AoMJ psi 22.5 53.4
F'I:AIIowIlIlIe psi 278.0 207.0
_011 _OIl
I
,
.
I RlI8ct1ons
'-.'_"'IIII'~I~...," .....LllI................'...,,, .."',""I."'.I".''''.,''''.....,'"..~..........;......._I,'.....','I... ".. ' ,
@ LellEnd DL, IIlI 240,00 375.00
U. ' IIlI 400.00' 825.00
Max. DL+LL IIlI 640.00 1,000.00
o Right End CL IIlI 240.00 378.00
U. Iba 400.00 lI25.00
MID. DL+LL Iba ll4O.00 1,000.00
I Dt:L.J. liS Rstlo OK OolIeCllen OK
.C;-ni8~'fi'Dd'."--"&; -...,..4oe~-..-'-'":O:;85...~'...~..................,...
lJDe!I Rallo 3,615.7 809.4
Center U. DaII iI1' .0,081 .0.309
LIDeft Ado 2.109.4 4IIIl.e
Center Total Deft In .0.148 .0.484
Loolllloll ft aooo 8.260
UDall RatJa l,31a4 3ll3.5
,..,......,_..,..,._...,.....,',...."...."..,",..,."......._,~
""J
Hayden Homes - The Sagewoocl-B 1
,
VOl
~
N
!~
~~
~~
~~
~
a
.
~
~'
c
r-1
'=tt
SUPPORT REACTIONS (LBS):
CASE BEARING N
. 1 2 3
2016 5412 5290
U9 1290 1241
2239 3493 3292
326 3269 3245
2016 5861 2814
'386 2880 5120
UMBER
.
2001
'"
2115
'98
367
1933
{
~
'->
1
,
3
.
5
,
HIN BEARING SIZES (IN-SX)
3- 0 4- 8 4- 8
~
---
MAXIHUM DEFLECTIONS
CALCULATED ALLOWABLE
LIVE LOAD 0,09" 0.17"
*DEAD LOAD 0.03"
TOTAL LOAD 0.11" 0.34"
WARNING NOTES:
INTERNATIONAL WOOD PRODUCTS, LLC
DESIGN CRITERIA
OR
I 1 BEAM 1.75 )(. 9.l100 GL.2650Ft:l-1,9E
LOAD LDF
1.00
0.90
0.90
THIS COMPONENT DESIGN IS SPECIACALL Y FOR l.P ENGINEERED WOOD PRODUCTS,
USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG.LAM LVL OR LPt JOISTS IS
STRlCn Y PROHIBITED. ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW
BY A DESIGN PROFESSIONAL
MINIMUM BEARING SIZES ARE SuFFICIENT TO PREVENT CRUSHING OF THE GANG-lAM
1BEAM AS DESIGNED. IT IS mE RESPONSIBILITY OF mE PROJECT ENGINEER,
HITECT OR DESIGNER TO VERIFY TIiAT THE SUPPORT STRUCTURE FOR THIS BEAM
ABLE Of SUPPORTING THE REACTIONS.
tt:. OR GANG-lAM LVI.. FLOOR BEAM SECURELY TO BEARINGS OR HANGERS.
~:!:.
-.l
QQ..
~~
\.La ~
> \.La
\.La Q
tC.Q
~
3- 0
1
9500 1
l-
1. 750
~
~
NOTE: 200-4.1 A/loWtlbl. StruI; OllSign ,lOAD TABLE
1. T~ElS~~~~~~~ ~~s~e;~FS~~~To~Nl Y NOTE: lOADS $HQlNN ARE FOR INPUT LOAD CASE (1). OTHER LOAD CASES
FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED.
LOADING DEFt .;r:TION LIMITATIONS, FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER)
METHOor, WND A' 10 SEISMIC BRACING, AND OTHER .
:.ATERAL 3:'.1.:11\"3 THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE r'OP/SIDE LOAD FROM TO
rHE RESPONSIBILITY OF THE ~",,)JE"::, ENGINEER FT-IN-SK FT-IN-SX
ORARCHITc(..1. UNIFORM fLOOR LIVE TOP 560 PLE' 00-00-00 20-03-00
".PROVlOER"O~T'VINTATSUPPORTSTOENSURE UNIFORM fLOOR DEAD TOP 168 PLf 00-00-00 20-03-00
I ATERAL STABilITY. UNIFORM BEAK WEIGHT 5 PLE' 00-00-00 20-03-00
'::."00 NOT CUT, NOTCH OR ORI~L GA.lG-lAM.
'4. SHIM AlL BEARINGS FOR FULL CUI-flA~T.
I'i. VERIFY OI...~NSION<; BEFORF ClJTTItlG
QANG-L.AM TO f"'l';.
I", ::-H15 GANG-lAM IS TO BE USEe AS A
'FLOOR BEAM ONt Y.
7. PROVIDE ~F-"~~ION EDGE BRACING AT
713~ O.C. OR LESS.
CROSS SECTION
,
'7-0- 0
~ IHandllng & ErectiOn Miscellaneous Intorma~on Gang-Lam lVland CTR, LPI Joist SpeclflcaUons
T.mpor.ry.nd perman.nt tndnQ for holding eomponen1 TM 11M of tills eomponen1 slid be spedfll<l by the designer of 1M . Supportll.nd eonneCllons lor G'rIIl"um LVI. and CTR, LPI JoI$a to be
o p/IImb and lor rlslsIlnO Iat....1 forees slid tM designed and completl slruCluI1l. Otuln d th. necesury codl compllll'lCl .pproval .no speelllc .ppllcatlons.
) Installed by oth.l1. No lolds I" 10 be appUed to th. Instructions from till dnlt)n.11 01 tN completl alrudurt befOAlll$ing, I/1.is . Common nalls drlv.n parlllelto glu.llnu lIl.n be IP'lced. mInImum of 4" lor tOll
--&. eomponenlunlU an.r.Ulh.lr.mlng and fastening ere componlnt. 1Ilh.dlSignertllrlllllsted I~ does not meelloe3lbuikrlng Ind 3. lor lld.
eomple1l1lf. At no Umllhaa Ioflds 1111l.I. II'IIn diUJgn ~s cod. ..-quinments. do nol USI this deslgn. When this drllWing is Ilgned .00 nOl cui, notch, dilll or .~.r a.ng-lIm LVI..nd CTR, LPl Joists .xcept as $hQwn
be Ipplled to the eompoMnI. and Hlled.th. ltnIdural design II epproved as shO\ffI1 irltllls lII2'Mng In publi$hed mallrtlllmm LP any use of Gang-um LVllnd CTR, LPI Joists eontrlry
bISfd on dill provtded by tile customer. G'no-Lam LVI. 100 CTR, LPI to \he ftmils Sill fOlthlMflon,neg.tes Iny .xpress warTlnty 01 tl'M product.nIl LP
1013ls are lMCI. without cember Ind win dened under load. Wood In o$IrIet dlsdllllm aR Impllord WlrTllnlJU IndlldlnQ tile implied .....frlnt..' or merd'llnt.tIIlIty
eontIdwlUleoncret.muslbeprolldlldltrequlrord~code.ConUnuous .ndnlrlnsforlplrtltlQrUlI.
lallf';lIl support IIlSSl1med (WiIII.lloor be..", etc_). LP does not prOVIde
on-$II.1nspedlon. ThIs dr.nvlng rTIUII Mill an NcIIItKI'S or EngIne....s Sell." COPY Of Tl-lIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTJU.CTOR
IlIdcI to be eonsIdel'ord M Engine.rtngdocun1enL , r.
LPIs I reglslerfd tnld.marll of Loulsl.na-Pleilfc CorpDrttlon.
DeslgnCrtll!lrta
Th.design.ndmalertatspeeinedlrtlnaubslantlal
eonformltywllh tilt Illest r.-.lsloftsol NDS and AITC..
Oe~IOldd.fltdlon lIIeiUd"edf\lSt~ tldo.rforertep-
TOI~looddoonKllonlllnstlntlntlO\lS.
FIIe:'J:\Heyden~"''">eS\ThoSL.. 't"u' .,-..~
LIVE LOAD
DEAD LOAD
TOTAL LOAD
MSJ: 0.63
VSI: 0.79
40 PSf
12 PSf
52 PSf
fLR LEFT SPAN CARR,
fLR RIGHT SPAN CARR.
14.50 FT
13.50 FT
DEfLECTION CRITERIA
L[VE LOAD DEFL:
TOTAL LOAD DEFL:
CODE
ICBO
L.A, City
eCHe
WISCONSIN
HER
N,Y, CITY
HUO
6- 9- 0
DWG .
SHEET #
.
L I 480
L I 240
COMPLIANCES :
REPORT ,
ER-5004
RR 25161
11518-R
200124-H
62'
MEA 97-94-E
HR 12140
"""....
leBO
6- 6- 0 .
20- )- 0
... THIS DRAWING IS NOT TO SCALE ...
I Software Provided By:
LP Engineered Wood Products
2706 Highway 421 Nor1h
Wilmington, NC 2B401
Local 910.762.9B78
National Wats 800.999.9105
Hayden Homes.The Sagewood.B2
OR
INTERNATIONAL WOOD PRODUCTS. llC
NOTE: 20GU """-tII. IOu.. Ottlgn LOAD TABLE
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE', LOADS SHOWN ARE F"'" INPUT LOAD CASE C!' OTHER LOAD CASES
THE VERTICAL LOADS SHOWN VERIFICATION OF vn
LOADING, D':FLECT'')N LIMITATIONS, FRAMING FOR PATTERN LM LOADING ARE CHECKED AS REa RED.
:.lETHODS, "IINe AND SEISMIC BRACING, AND OTHER (OIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.)
I LArERAlBf"A';I,IG',liATISALWAYSREQU1REDIS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO
I ".I-1t;; RESPONSIBll ITY OF THE PRuJ.;CT f:,iGINEER FT-IN-SX FT-IN-SX
ORARCHITFCr. UNIFORM FLOOR 'LIVE TOP 40 PLF 00-00-00 04-06-00
12. :-'ROVlDE RESTf'p:,,'T AT SUPPORTS to ENSURE UNIFORM FLOOR DEAD TOP 12 PLF 00-00-00 04-06-00
LA-.-ERAL STABILITY. UNIFORM BEAM HEIGHT 5 PLF 00-00-00 04-06-00
3. lJO NOT CUT, NOTCH OR DRILL .,3AN(;.lAM. CONCENTRATED FLOOR LIVE SIDE 700 LBS 00-09-00 MINBRG-2. 50"
14.SH1MAllBEA~IN(;~FORFULLWhT^t.T. CONCENTRATED FLOOR LIVE SIDE 700 LBS 03-09-00 MINBRG-2.50"
5. ''F'~IFY OIMFNS'')NS Q:EFORE CIJTTIf.W3 CONCENTRATED FLOOR LIVE SIDE 700 LBS 02-03-00 HINBRG-2. 50"
I GANG.v.M TCSIr::.. CONCENTRATED FLOOR DEAD SIDE 84 LBS 00-09-00 HINBRG-2.50"
IL',I-"SGANG.v.MISTOBEUSEDAJA CONCENTRATED FLOOR DEAD SIDE 84 LBS 02-03-00 HINBRG-2.50"
FLOOR BEAM ONLY. CONCENTRATED FLOOR DEAD .SIDE 84 LBS 03-09-00 MINBRG-2.50"
. .17 PROVIDE COf.,OPrU:5SIt)N EDGE BRACING AT
I f."''Ai END OF CoMPONENT.
I
I
I
DESIGN CRITERIA MSl: 0.24
VSI: 0.42
LIVE LOAD '0 'SF
DEAD LOAD 12 'SF
TOTAL LOAD 52 'SF
FLR LEFT SPAN CARR. 1.00 IT
FLR RIGHT SPAN CARR. 1.00 IT
DEFLECTION CRITERIA
LIVE LOAD DE:FL: L / 480
TOTAL LOAD DEFL: L / 240
r1'1f!:AM 1.70 X V.:iOO GL2660FD-1.9E
LOAD
LDF
1.00
0.90
0.90
1.00
1.00
1.00
0.90
0.90
0.90
WARNING NOTES:
THIS COMPONENT DESIGN IS SPEClFlCAU Y FOR L.P ENGINEERED WOOD PRODUCTS.
USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG-lAM LVL OR LPI JOISTS IS
STRlCTL Y PROHIBITED. ANY MODlACAnoN OF THIS DOCUMENT REQUIRES REVIEW
BY A DESIGN PROFESSIONAL
PROVIDE RESTRAINT ATCONCENTRATEO LOAD TO ENSURE LATERAL STABIUTY.
MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE GANG-lAM
LVL BEAM AS DESIGNED. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER,
ARCHITECT OR DESIGNER TO VERIFYTHA.T THE SUPPORT STRUCTURE FOR THIS BEAM
IS CAPABLE OF SUPPORTING THE REACTIONS.
ANCHOR GANG-LAM LVI.. flOOR BEAM SECURELY TO BEARINGS OR HANGERS.
SUPPORT'REAcTIONS (LBS):
CASE BEARING NUMBER
1 ' 2
1304 1304
1'64 16~
HIN BEARING SIZES (IN-SXl I
3- 0 3- 0
1
"'DDrt
.750
CROSS SECTION
MAXIMUM DEFLECTIONS
CALCULATED ALLOWABLE
LIVE LOAD 0.02" 0.11"
*DEAD LOAD 0.00"
TOTAL LOAD 0.02" 0.21"
4- 6- 0
... THIS DRAWING IS NOT TO SCALE."
Handling & Erection Miscellaneous Information IGang.Lam LVL and CTR, LPI Joist Specifications
TempOral'y'nc:1 ptmIIIn.1ll btaclng lor t>>lding component TI'lt U$e Of this componelll sl1all be splIdtled by thedeslQner a.th. 0 Supports.nc:1 connll'Cllons for G.ngum LVL.nc:1 CTR. LPI Joists 10 be
plumb.nd lor resisting I.terel'orees sl1etl bt d.slgned .nd complete structure, otIteln.a \he llectS$llry code compllenee Ipprovel.nc 'podllc .pp1lcs1ioM. .
Inslaned by OIMIS. No Iotds Ire 10 be lIplllled 10 th. Instructloll5'rom the designers 01 the complete structure before using thl3 0 COmmon naRs driven pIlaIlel III glu. Unel sh.11 tit $paced I minimum 0140 tor lad
component untll.ller In the framing .nd lut.nlr1Q'" compoMnI. lr IIle dtlign crtterta listed ~ doel not meelloeal building .nd 3" lor ad.
compteted. At nllllmfllhln IClads OI1laterthan dulQn ~dl cod. requirements. dO not U$II thb design. When this drawing II signed . 0Cl not cut. notch, drtn or .nerGang.l.Im LVL.nd CTR.lPI Joists exeept IS sl10wn
be .pplIlId tll Ul. component. .nd ..Bled, the IlNdufW de,;gn 13 Ipproved u shown In this drtw!ng In p.lblisl1ed rnllerlallrorn LP...,...... ll' G.ng.lIm LVL.nd CTR, LPI Jolm conll1lry
build on dlt, pruvlded by the customor. Gang.um L V'L ..d CTR. LPI 10 Ihl Urnibl Slllorth hlrecl1l.nlQates .ny express ........nly ollhe producl end LP
;olSls.~ mMl. without ...mbtr.nd....n dellect under 10.,. Wood indirtcl dlsclaims In lmplllld warrllltles Indudlng lhtt Implllld WI"TlIrrtles of merehanllblUty
ICOnladwlthconcnrtlmllllblpn:llldedl'requ\Aldbycodt.contlr\UOUS .ndntneuforlpartlcullrllll. .
1.leralsupportls'SS\I'lled(wall.noorbe.m,elt:.).LPdotsndprOYldo
on-tll. 1n$peCllCltI, T1IIs d~ m.... have.n ArdIled's or EOnglnttr'I_1 - A COPY OF THIS DRAWING IS TO. BE GIVEN TO THE lNSTALUNG CONTRACTOR
.flxlldlol)fCOft$lderad.nEngln.trlngdocumenl, I I.
, LP II. reglllerlld Irtdtmlrlr. (If LouIsllll..p~nc Corporation.
IDe,lgnCrlterfa
ITlMd""'"tndm'ltrlIJ~nld'~ln$Ubsl8I1U111
contormily with Ul. tat.st ~VISlOI\:S of NOS IIld ArrC. 0
OtildlolddefllldloninplduIdJulllNtlllactorllll"cr..p.
Tot.lloldct.l:.dJonlllrlSlllnl.n_.
FOe: J:\Hayden HCI<"'es\The Sagev '1i' .... . .I~
CODE
ICBO
L.A. City
CCMC
HISCONSIN
NER
N.Y. CITY
NUD
-
Software Provided By:
LP Engineered Wood Products
2706 HI;hway421 North
Wilmington, Ne 28401
Local 910.762.9878
National Wats 800.999.9105
DWG #
SHEET #
. .
COMPLIANCE:S :
REPORT ,
E:R-5004
RR 25167
1151B-R
200124-W
622
HEA 97-94-E
MR 12140
,.....
ICBO
Hayden Homes-The Sagewood.B3
OR
INTERNATIONAL WOOD PRODUCTS, LLC
NOTE: 2OQ.4.1 AlIowtIbl' sues. Cleslgn LOAD TABLE
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY
THE VERTICAL LOADS SHOVVN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE (1). OTHER,LOAD CASES
LOADING, DI:FLEr:TlON LIMITATIONS, FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REqUiRED.
'~ETHOOS, '''''N'1 ANt' SEISMIC BRACING, AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.)
I UTERALBrp':''''G:HATlSAlWAYSREQUIREOIS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO
'.r.E RESPONSIBILITY OF THE PRO':::C: E:-IGINEER FT- IN-SX FT- IN-SX
I ORARCHlTEc.r. UNIFORM ROOF LIVE TOP 200 PLF 04-00-00 06-00-00
I:.:. oROVlDE-Rl;$TfU.INT AT SUPPuFcr;:i IV ~NSURE UNIFORM ROOF DEAD TOP 120 PLF 04-00-00 06-00-00
LATERAL STABILITY. UNIFORM WALL DEAD TOP 80 PLF 04-00-00 06-00-00
3. JO NOTCUT,NOTCHOR DRILL 3ANC.J...AM. UNIFORM FLOOR LIVE TOP 40 PLF 00-00-00 06-00-00
I... SHIM ALL BEARINGS FOR FULL':;,JI;TA...;T. UNIFORM FLOOR DEAD TOP 12 PLF 00-00-00 06-00-00
5. VfRIFY DIMEf'<SI0N.::i BEFORE CUTTING UNIFORM BE:AM WEIGHT 5 PLF 00-00-00 06-00-00
I (;ANG-LAM l"C' Sll~
r.'-"'!S GANG-LAM1S TO BE USED,6')A
I FLOOR BEAM ONLY.
17. PROVIDE Cv~F,~...:~,.JN EDGE BRACING AT
FAt:H END OF "::OMPQr.lENT.
I
I
I
i
, , BEAM '.15 X 9.500 GL2650Fb-'.9E
LOP_D
LDF
1.15
0.90
0.90
1.00
0.90
o 90
WARNING NOTES:
THIS COMPONENT DESIGN IS SPECIFICALLY FOR L.P ENGINEERED WOOD PRODUCTS.
USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG.LAM LVL OR LPI JOISTS IS
STRICTLY PROHIBITED. ANY MODIACAnON' OF THIS DOCUMENT REQUIRES REVIEW
BY A DESIGN PROFESSIONAL
MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE GANG-LAM
LVl BEAM AS DESIGNED. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER.
ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS BEAM
IS CAPABLE OF SUPPORTING THE REACTIONS.
PROVIDE ANCHORAGE FOR UPLIFT AT SUPPORTS INDICATED BY NEGATIVE REACTIONS.
ANCHORAGE DETAIL TO BE PROVIDED BY PROJECT ARCHITECT, ENGINEER, OR DESIGNER.
ANCHOR GANG-LAM lVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS.
SUPPORT' REACTIONS (LBS):
CASE BEARING NUMBER
1 2
1 -115 1255
2 ':75 575
3 5 655
4 -195 1175
MIM BEARING SIZES (IN-SX) I
3:" 0 3- 8
1
I
9.500
r.. 1.750
CROSS SECTION
RIGHT CANTILEVER
CALCULATED ALLOWABLE
0.01" 0.20.
0.02"
0.02" 0.30"
MAXIMUM DEFLECTIONS
CALCULATED ALLOWABLE
LIVE WAD O.OP 0.20"
*DEAD LOAD 0.02"
TOTAL LOAD 0.02" 0.30"
I Handling & Erection
Temporllry.nd pemum'nt brlIclng'Of holdIng eomponMll
plumblUldforreslstlnglaleralforeesshllbedeslgned'nd
InS\.IUedbyothel'll. Nolollds.retobelpplledtothe
componenluntll,fterllllhefrllnWlg.ndfl.$l:enlng.re
compleled.At no lime shlllloldsgreater!h.ndeslgn lolllb
belpplfedlolhecornponerrt.
I Design Criteria
IThedesignlndmaleN:l5P8clrledlrelnSUbsl.anllal
conformilywll.h Illehlle$l revl$ionso'NOS andAITC..
~::.::: ::g:= ~n:::~~~~rr:-l rador 'or cnep.
4- 0- 0
"
6- 0- 0
*** THIS DRAWING IS NOT TO SCALE."
Miscellaneous Informallon Gang.Lam LVL and crR, LPI Joist SpecificaUons
The 11M of this component sIllIn be speclned by!ha designer 01 the "Supporl5 and connedlons lor G:iIng-Lam LVland CTR. LPI Joists 10 be
complet. structure. Obt.ln an l.he ntee$SlUY code compllanca appruval.11<l speafle applicalllons.
instNcllons lrom the deslgn~ 01 the complet, struCIlII1l before using this "Common nails driven parlnalto glue lines shall be spaced. minimum of 4" for lOcI
cornponent.llthedeslQncrlt.rl.llsled,~dOflsnatmeellocalbuilc1ing and 3" for Sd. .
cod' ~uirements, do no{USlI thlsdeslg:n. When thlsdrawlr1lllsslgned "Do not cut. notch, drill or.nerGang-Lam LVl and CTR, LPI joists except asshOWl'l
,net SOlaled, the $lNdurlll dasign Is 'PPfOved as shown In this drtwing In published malerial lrom LP .ny usa 01 Ganll-l.Im LVl.nd em. LPI Joists corrtr.ry
l:;:.t:a: ~::==:~:rc:,o::;:rde~~~r~~~~~~ct ~~:I~~~I~~~~:=;'I:~;~~~ =s~:;:~~~~~r::a~~~:y
IXlIltaclwllttCOllCfWtemuSlbeprotectedll!~uiredbycode.ConUnUOlls andfltneuforap.r1.Ieularusa.
laleral support Is assumed (wan. Roorbeam, etc.). LP dou not pn)Vide
on-siIe Inspedlon. TIlls drwMg must hav' anArehited.'s or Engln~(s $Ol.1 "A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR
'llxed 10 be consldered an Engineer\ng clocumenl. . (.
LP Is ,regIstered trademarlt of Loulsl,na-Paclfle Corporatlon.
FIle: J:\Hayden H""'lls\The Sag9' ...'" ..". .SPU"
2- 0- 0
MSI: 0.13
J DESIGN CRITERIA V51: 0.25
LIVE LOAD 40 'SF
DEAD LOAO 12 'SF
TOTAL LOAD 52 'SF
FLR LEFT SPAN CARR. 1.00 IT
FLR RIGHT SPAN CARR. 1.00 Fr
DEFLECTION CRITERIA
LIVE LOAD DEFL: L I 480
TOTAL LOAD DEFL: L I 240
CODE
ICBO
L.A. City
CCMC
WISCONSIN
NER
N.Y. CITY
HUD
1
Software Provided By:
LP Engineered Wood Products
2706 Highway 421 North
Wilmington, NC 2840t
Local 910.762.9878
Nallonal Wats 800.999.9105
DWG #
SHEET #
.
COMPLIANCES :
REPORT "
ER-S004
RR 25167
11518-R
200124-W
622
MEA 97-94-E
MR 12140
""',,,.
ICBO
SUPPORT' REACTIONS (LBS):
CASE BEARING NUHBER
1 , J
1 578 1822 513
2 1'33 420 118
3 638 1156 38
4 73 1086 593
HIN BEARING SIZES (IN-SX)
3:.. S 3- 8 3- S
MAXIMUM DEFLECTIONS
CALCULATED ALLOWABLE
LIVE LOAD 0.24" 0.36"
"'DEAD LOAD 0.07"
TO'rALLOAD 0.29" 0.71"
Handling & Erection
TemporwylJnd permanent tndng for holding compOnlnt
pIurnl)l~forrt'SlsllnglateAll'oretSwUbedlslgnedlnd
lnstIlled by oll'leQ. No Iolds Ire 10 be IPIllled to lhI
eompollllll until aftlf la the framing a~ 'AIIlnIng are
eomplllld. At no IitnI shallllMds Ilralter\llall dulgn IlMds
blappl\ed to till eomponent.
IDesianCriteria
Thedeslgna~matartalqlaCinedlflllnsubslantlal
eontormity\lrillltllelatutrevtslomofl'DSandAITC."
==::.::c.=otpt'adorfDrtnlIP.
fie: J:\Hayden
s ~. '." __ ",SPXI
OR
INTERNATIONAL WOOD PRODUCTS, LLC
LOAD TABLE
I, LPI 20 DEPTH 9.:iOO"
WEB: 0.315M
FLANGE 1.50 X 2.50
Hayden Homes-The Sagewood.J3
NOTE: 2OlM.t AIIowalMSltaAOIsIgn
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY
THE VERTICAL LOADS SHOWN VERIFICATION OF
LOADING, DFFLEcmN UMTTATIONS, FRAMING
I ~ETHODS, V 'N[' AND 'SEISMIC BRACING. AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.)
LA7ERAL B,,-\::;nG-:-HATISALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO
1 ',h'::RESPONSIBllm'OFTHEPRC.JCCT::;IGINEER fT-IN-SX E"T-IN-SX
ORARCHTTEC,'. UNIFOIUol FLOOR LIVE TOP SO PLF 00-00-00 28-00-00
12. rROVlDE'RESTPA.lN1' AT SUPPOlh~ h) ErlSURE UNIFOiU-l FLOOR DEAD TOP. 24 PLF 00-00-00 28-00-00
LA':"ERAL STABtUTY.
3. (,..()NOTCUT, NOTCH OR DRILL ..PtFl\NGES. WAANINGNOTES:
14. SHIM AlL BEARINGS FOR FULL ...;u..r,LT.
5. VE'~IFY DIMFN$ION~ FtEFORE CUTT1NG 1Pt TO SIZE.
If. TH1S LPlIS TO 13E1tFEDAS A FL'X)P JOtSTONLY.
I:. rf.:JVlDE COMPRESSION EDGE B".AClt-''3 AT
24- O.C. OR LESS. .
i
I
I
1
1
LOAD
LOf
1.00
0.90
THIS COMPONENT DESIGN IS SPEClACALL Y FOR loP ENGINEERED WOOD PRODUCTS.
USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG-lAM LVl OR LPt JOISTS IS
STRtCll Y PROHIBITED, ANY MODIACAnON OF THIS DOCUMENT REQUIRES REVIEW
BY A DESIGN PROFESSIONAL
MINIMUM BEARING SIZES ARE SUFFlOENT TO PREVENT CRUSHING OF THE LPI
JOIST AS DESIGNED. IT 15 THE RESPONSIBIUTY OF THE PROJECT ENGINEER,
ARCHITECT OR DESIGNER TO VERIFYTHA T THE SUPPORT STRUCTURE FOR n"ns BEAM
15 CAPABLE OF SUPPORTING THE REACTIONS.
ANCHOR LPl JOIST SECURELY TO BEARINGS OR HANGERS.
1
9,500r!,.500
~
CROSS SECTION
J'
14- 6- 0 .13- 6- 0
28- 0- 0
... THIS DRAWING IS NOT TO SCALE ...
Mlscellanlloullnrorm8~on Gang-lam L Vl and CTR, LPl Joist Specifications
The use of this CDmpOfMnl shaa be lpadned by till deslgnerol tile . SuP9O<U llId eonnedlons for GlnQ.Lam LVI. and CTR. LPI JoIslS to !Hi
eomplllellruc:lure.ObtllnaltfllneCl$llrycodeCOfTlJ)Dlllle8approvll.nc spadncappllCltIOfls.
InslnlctJons ftOlllllle dlslgners of lIIe eompllll s1n.oc:t1/A1 before uslng tills . Common nails drtvwn pa.....lto glue Unas shall be 'flIC'd a minimum ol."!or 10d
eornponent.llllledeslgncr1tlrllllsledl!loYedoesnotmMtlo<:llbulkllng ,lnd3"'or8d.
code requlremel'\ts, do not usa UIIs design. Whllll IIlls dmoIng Is signtd . 00 not cut, notch, dr1a or lIlIer Gang.Lam LVI. Ind CTR, LPI JolsIs exeept II shOwn
llId Mlled,lIIe slnJdlll'll detlgn Is apprllWd II showq In tlIis draMng In publlstllld materlllltom LP any use 01 OanQ-Lam LVI. Ind CTR, LPI Jol$I.I contrIry
':)lIed on dati provtded by the customer. OlllO-lam LVI.. md erR, LPI 10 the IlmIlI HI forth hereon.nagltlS any IXprlSl_fT1Int~ of II'Ie produd a~ LP
IoIsts a,. made wlthoul eamber 1Jnd...u1 deflld under 10m. Wood In dnd disclaims IlIlmpllld walTllllles Inc:tudlng t/lllmpllecl w........,Uu 01 merd'\antatlllily
COfItIClwiCheoneretlrroslbeprOtec:tldurequlrMbyc:ode.COIO'tIIouI Indlllnenforlpllnk:ularllN.
lataral8UpporlIsassumad(wal~ f\oorbeam. etc.).LP dOl. not provide
olt-sltelnspadlon. Thls drawing must hIVe an Arerateet's or Enginee~s saal . 11 COPY OF TlilS DRAWING IS TO BE GIVEN TO THE INSTALliNG CONTRACTOR
allxedloblc:onskleredanEnglneerklgdoc:umllll. LPlsereglllerllcllradlmmOf~.na.paClflc'~.
DESIGN CRITERIA
LIVE LOAD
DEAD LOAD
TOTAL LOAD
I SPACING
l4.00
DEFLECTION CRITERIA
LIVE LOAD DEFL:
TOTAL LOAD DEFL:
LOAD SRARING:
MSI: 0.89
VSI: 0.74
40 .Sf
12 .Sf
52 'Sf
IN. Cte
L I "0
L I 240
.
ICC-ES
WISCONSIN
CCHC
L.A. City
N. 't. CITY
CODE COMPLIANCES
REPORT .
ESR-1305
200405-W
12724-R
RR 25099
MEA 101-00-E
DEFLECTIO~~S COHPOSITE
ACTION WITH GLUED AND
NAILED 7/S" APA RATED
STURD-I-fLOOR (32 O.C.)
Software' Provided By:
LP Engineered Wood Products
2706 Highway 421 North
Wdmington, NC 26401
Local 910.762.9878
Nat!onalWals 800.m.910!5
OWG #
SHEET #_
.
~
,"""".
ICBO
Hayden Homes-The Sagewood.J4
SUPPORT REACTIONS (LBS):
CASE B ,E A R I N GNU H B E R
1 , 3
1 578 1718 1504
2 133 355 712
3 6]8 105] 1029
4 73 1020 1187
5 578 1756 1106
6 7] 98] 1585
HIN BEARING SIZES (IN-SX)
3- 8 3- 8 3- 8
MAXIMUM DE~LECTIONS
CALCULATED ALLOWABLE
LIVE LOAD 0.24" 0.36"
*DEAD LOAD -0.19"
TOTAL LOAD 0.29" 0.71"
OR
INTERNATIONAL WOOD PRODUCTS, llC
LOAD TABLE
[}WLPI 20 DEPTH 9.500"
WEB: 0.375"
FLANGE 1.50 X 2.50
LOAD
LDF
1.00
0.90
0.90
1.15
0.90
WARNING NOTES:
THIS COMPONENT DESIGN IS SPECIACAU Y FOR L.P ENGINEERED WOOD PRODUCTS.
USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG.LAM lVl OR lPI JOISTS IS
STRICTLY PROHIBITED. ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW
BY A DESIGN PROFESSIONAL
PROVIDE RESTRAINT AT CONCENTRATED LOAO TO ENSURE LATERAL STABILITY.
MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI
JOIST AS DESIGNED. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER.
A"",,,, ,-", OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS BEAM
IS CAPABLE Of SUPPORTING THE REACTIONS.
ANCHOR lPl JOIST SECURELY TO BEARINGS OR HANGERS.
1
"500iI"500 "
~
CROSS SECTION
RIGHT CANTILEVER
CALCULATED ALLOWABLE
-0.08" 0.20"
O.OS"
0.12" 0.30"
MSI: 0.89
DESIGN CRITERIA VSI: 0.74
LIVE LOAD .0 'SF
DEAD LOAD 12 'SF
TOTAL LOAD 52 'SF
l SPACING
24.00 IN. c,;c---j
DEFLECTION CRITERIA
LIVE LOAD DEFL:
TOTAL LOAD DEFL:
L / 480
L / 240
LOAD SHARING:
CODE
ICC-ES
WISCONSIN
CeMC
L.A. City
N.Y. CITY
COMPLIANCES
REPORT ,
ESR:-lJ05
200405-W
12724-R
RR 25099
MEA 101-00-E
DEFLECTION ASSUMES COMPO~!TE
ACTION WITH GLUED AND
NAILED 7/8" APA RATED
STURD-I-FLOOR (32 O.C.)
,r
14-6-0 13-6-0
30- 0- 0
... THIS DRAWING IS NOT TO SCALE'"
Handling & Erecllon Miscellaneous Information Gang-Lam LVL and CTR, lPI Joist Specifications
Temporary.nd perm.nent tnc:Ing lor IIo1dlng componnl Tlle use 01 this component $h8n be specified by tmo tleslgner of the . Supports end connections lor Gang.l.Im LVI..nd CTR, LPI Jolsb to be
plumb Ind lor resl$llng 13le...llorces shall be deslgned.nd complete structure. Obt.1n .lllIe necesHfY code c:ompbllCll .pprOVaI.no apeeifle .pp/k:8tlOns.
inst.11ed by others. No Iollds 1/'110 be .pplied 10 the lRsIrudIons from Ill. designers of the eompIete structure betDnl using lIlis . COmmOl'1 nails driven parlInello glue lines shan be spiced s minimum of '"lor 1011
componentuntll.tlerdlhelraming.ndfaSlllllng.re component.lllh.deslgrlerlllrl.lIsted.bovedoesnotmeelioealbulk1lng and 3" for &d.
eompIeted. Al nollme sllallOegre.lerlhandeslgn loads code requlnlmants. do nol Use tills deslgn. Wh.n lhisd!1l'lril1lllsslgne<l "00 nolCUl. notch. drill or InerC.ng-l.Im LVI. Ind CTR. LPI Joists except as shOWIl
b1.ppIled 10 \he eomponlnt. .nd H.led.the slrvdural design is approved as showrI in this drl\Ning In published materlallrom LP eny UH ofGang.Lam LVI. and CTR. LPI Jois15 contr.IIIY
/llm on d.ta provided by the customer. Cang-Lam LVI. and CTR.LPl to lhellml15 set 10rlh 1I_.negllles any e/CPl'lss Wlrranty ollhe prod'ud .nd LP
Design Crtter1a . loIsts.... mell. wilhout camber.nd win dallld underload. Wood In dired dlsd.!ms .11 Implied WllTlIntlealncluding \he Implied warranUes 01 merchanlllllllily
The design.nd malerlal spedned 1111 In sub!1.ntIa1 contact wlI/l eonerele must be prolld"o IS required by eode. ContinuollS and fillllU lor. pIIrtleufar usa.
conlolTllilywi\h thellllest revlslons 01 NOS and AlTC. " lalerallll/PPlHlls assumed (wall. ttoorbe.m, ete.). LP does nol provldll
Olad load defledlon Indudes ..:Ijustment tlldor lor Clftp. on-alte lnspedIDn. Thlll1rwolng must have an Arehltld'a (I( Englnee(s se.1 "A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR
Total load clanedlen If lnst3n1aneous.' .flxed \0 be considered an Engln..ring document. LP Is. re-glstered trademart< 01 L1,ulslana.Padtk't:orporatlon.
NOTE: 2llO4.1 AIIowableSlressOeslgn
1. THIS COMPONENT IS DESIGNED TOSUPPORTONlY.
THE VERTICAl lOADS SHOWN VERIFICATION OF NOTE: lOADS SHaNN ARE FOR INPUT lOAD CASE (1). OTHER LOAD CASES
FOR PATTERN LIVE LOADING ARE CHECKED AS REQuiRED.
LOADING. DEFLEr.T10N LIMITATIONS, FRAMING (DIMENSIONS MEASURED FROM lEFT END OF SPAN OR CANTILEVER)
\tETHOOS, '^II"'') ANI" SEISMIC BRACING, AND OTHER .
L".TERALB"'.IC'NGTHATISALWAYSREOUIREOIS . DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO
T;IERESPQNSIBILITYOFTHEPRJ.:EC7CNGINEER Ei'-IN-SX Ei'-IN...SX
ORARCHITE(..l. UNI~ORM FLOOR LIVE TOP 80 PLF 00-00-00 30-00-00
;/.. PROVIDE Rc~TI'V,IN' ATSUPPukld (tJ l;;NSURE UNIFORM FLOOR OEAD TOP 24 PLF 00-00-00 30-00-00
LITERAL STABlun'. LINEAR WALL OEAD TOP 180 PLF 29-09-00 MINBRG-3. 50"
3.-:JO NOT CUT. NOTCH OR DRill LPIF:.ANGES. LINEAR ROOF LIVE TOP 100 PLF 29-09-00 HINBRG-3.50"
../. SHIM ALL BEARINGS FOR FUlLC.J,r.A';':. LINEAR ROO~ DEAD TOP 60 PLF 29-09-00 MINBRG-3.50"
5. ~RIFY DlMEI-4SI<Jt.l5 BEFORE CUTTING LPI TO SIZE.
"I. THIS LPIIS Tf' E1E U<:;ED AS A F',~ JUI~T ONLY.
:. ?'10VlOE COMPRESSION EDGE PRACI'IG AT
24~ O.C. OR lESS.
Fde:J:\HaydenHnrnes\TheS."
..:u~
Software Provided By:
lP Engineered Wood Products
2706 Highway 421 North
Wilmington, NC 28401
local 910.762.9878
NatlonalWats 800.999.9105
DWG #
SHEET #
"
I
!- 0- 0
12A:l8to-t
ICBO
Hayden Homes-The Sagewood.J5
2000t.l ~bleStrtMo.sI;rl
SUPPORT REACTIONS (LBS):
CASE BEARING NUMBER
1 ,
1 754 754
2 174 174
MIN BEARING SIZES IIN-SX} I
1-12 1-12
MAXIMUM DEFLECTIONS
CALCULATED ALLOWABLE
LIVE LElAD 0.36~ 0.48~
.OEAD LOAD 0.16~
TOTAL LOAD 0.46" 0.72~
OR
INTERNATIONAL WOOD PRODUCTS, llC
DESIGN CRITERIA
LOAD TABLE
11 LPI 20 DEPTH S.500"
WEB: 0.375"
FLANGE USO X 2.50
NOTE:
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY
THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE {1/. OTHER LOAD CASES
LOADING, DFFLECTlQN LIMITATIONS, FRAMING FOR PATTERN LIVE LOADNG ARE CHECKEDoAS REaLI REO,
f1ETHQDS, ....'lNf' AND SEISMIC BRACING, AND OTHER (DIMENSIONS MEASURED FROM lEFT END F SPAN OR CANTILEVER.)
~."""ERAlBP\"'~'IG""HATISAlWAYSREOU1REDIS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO
I 71-:1 RESPONSIBIUTY OF THE PRC J::CT E: IGINEER FT- IN-SX FT- IN-SX
ORARCHITEC;.' UNIFORM FLOOR LIVE TOE' 80 PLF 00-00-00 14-06-00
1~.PROVIOER!;::>rRAINTATSUPP<..R"h'IO!;'''SURE UNIFORM FLOOR DEAD TOP 24 PLF 00-00-00 14-06-00
. LATERAl STABILITY. .
3. CO NOT CUT, NOTCH OR DRILL' PI Fl \NOES. WARNING NOTES:
4, SHIM AlL BEARINGS FOR FULL Xt;r:.cT.
15. VERIFY DlME"'.;ICM~ BEFORE CUTTING LPI TO SIZE.
I fl. lHISLPlIS 10 gtitL,C::EOAs A FlVOR JOIST ONLY.
7. rp?V1DE COMPRESSION EDGE B,,^ClfJ'3 AT
I 24. O.C. OR LESS.
LOAO
LOF
1.00
0.90
THIS COMPONENT DESIGN IS SPECIFICALLY FOR L.P ENGINEERED WOOD PRODUCTS,
USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG-LAM LVL OR LPI JOISTS IS
SmCll Y PROHIBITED. ANY MODIRCATlON OF THIS OOCUMENT REQUIRES REVIEW
BY A DESIGN PROFESSIONAL
MINIMUM BEARING SIZES ARE SUFFIOENT TO PREVENT CRUSHING OF THE LPI
JOIST AS DESIGNED. IT IS THE RESPClI'-ISIBIUTY OF THE PROJECT ENGINEER,
ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT smUCTURE FOR THIS BEAM
IS CAPABLE OF SUPPORTING THE REACTIONS.
ANCHOR lPI JOIST SECURELY TO BEARINGS OR HANGERS.
1
9.;00 'f
r5."500
CROSS SECTION
14- 6- 0
... THIS DRAWING IS NOT TO SCALE....
IHandling & ErecIlon MIscellaneous InfonnaUon Gang-lam LVL and CTR, LPI JoIst SpecJflcallons
Ternporzry Ind pennlntll! brleInQ lor IIoldlrlg c:ompormll TIlIIIISIl ofthlsc:omponenl sllltlbe spedfled bylhedesliJneroflhe "6upporu "Ill c:onnel;!lons for GIIIg.l.Im LVL Ind CTR, LPI Joists to be
plumblndforresbllnglatenlforalsshalbedesl;nedlnd c:omple!.lISl1vCtUfll.Obt.lnllllhlneceSSllryeodec:ompllll'l:lllpprovallOO .spedflc:appftClUons.
InslIled by others. 1"0 IoMts a", to be IpplIed \0 I/Ie lnstsvdlans from IhI designers of I/It complete $truct... before u:sIlIg \hb "Common nllls driven pltlllel 10 glue Unes Ihlll be apaced I minimum of'" lor 10d
eompooentuntHlnerllltl1efrlm/llglndll$tlnlllg_ -=omponlnl.lflhednigrla1terllllstlldabovedoesnolmeetloclllbulldlng Ind 3" lor &d.
completed, AI no lime sIIIl loads Il"ltartllln dlslOn IoIil1s eocle ~ments. do not use lllIs design. Wl1en \his dmolnVls signed "Do not cut, notcfl, dtlll or Ihr GIIIg.um LVL Ind CTR,lPI Joists UCllpl u shown
lbe Ipplled to \he c:ompOl'lent. Ind "lied. the IlrudVQI daslgn b Itppf'OV8d IS slwM\ in Ullsdrawlng In published matinal lrom LP Iny use of Olng..t.am LVL Ind C-m, LPI Joillll contrary
:.ued on dab provldMl byll'M QI$tOn\er. Oang-LamL,^- andCTR, LPI 10 the Umltsset for\hllerwolI,negaluany eoo:presswarranty ofth' product and LP
joists a", m8da wIll'IouI timber alld win deflttcl: I.nderload. WOOd In cam:t dl:sdlims IlIlmplllld WIITIJlllu inc:Iudlllg lIle Implied warranties 01 merchantability
c:onIKtwllhconcnlemU$lbeproteaedas~uQdby_.ContInuous alldlllnessforl~rllQllafuse.
lIlal1ll aupport b usurnecl (will, floor belm. ete..). LP dou not provide
on-sllllnspecllon. Thls drawing must haY, In ArchIed's or Englneer's sell. A COPY OF THIS ORAWIHG IS TO BE GIVEN TO THE INSTAWNG CONTRACTOR
all:ddtotleCOllSldMldlnEnglneertngdowmltlll.' . rt .."
lPlsa~.-llt'edemlrt-ofLoublanl..pad1k:~.
JDeslgnCriteria
ITbede$lgnandmll'rialspedlled_lntubsllntlll
confonnltywllhlhellllsl~ofM)SandAITC..
Oeadloadd'lIecIlonlrpldes~llcIorlor<:re<<l.
. Totalloadd..1ledion1s m .',
file: J:\Hayden Hrwnes\The Sage', ..: spx.,
LIVE LOAD
DEAD LOAD
TOTAL LOAD
I SPACING
24.00
DEFLECTION CRITERIA
LIVE LOAD DEFL:
TOTAL LOAD DEFL:
LOAD SHARING:
MSI: 0.98 '
VSI: a.lSl
40 PSF
12 PSF
52 PSF
IN,
C/C
L / 360
L / 240
7 ,
ICC-ES
WISCONSIN
CCHC
L.A. City
N.Y. CITY
CODE COMPLIANCES
REPORT I
ESR-.l30S
200405-W
12724-R
RR 25099
MEA 101-00-E
D~FLECTION ASSUMES COMPOSITE
ACTION WITH GLUED ANO
NAILED 7/8" APA RATED
STURD-I-FLOOR (32 O.C.)
Software Provided By:
LP EnginBered Wood Products
2706 Highway 421 North
Wilmington, NC 2a.01
Local 910.762.987B
National Wats 800.999.9105
DWG #,
SHEET #,
...
"""'"
ICBO
Hayden Homes. The Sagewood.J6
SUPPORt REACTIONS (LBSI:
CASE BEARING NUMBER
1 , 3
1 558 1751 493
2 129 405 114
3 616 1116 36
4 11 1046 511
MIN BEARING SIZES (IN-SX)
1-12 )- 8 1-12
LIVE
'DEAD
TOTAL
MAXIHUM DEFLECTIONS
CALCULATED ALLOWABLE
WAD 0.22" 0.35"
LOAD 0.01"
LOAD 0.21" 0.10"
Handling & Erection
Temporary.rd pelTMnanl melng for IIoldlng component
plumb Ind for rulstlng latefl' forus s/llll be designed ill1d
InsIIUe<!byllll1eni. No Iollds Ire 10 be lIppIl..:IlOtht
componenl.unlIl.nllrdthl fl'1lmlngIndlastlnlngI"
complete<!. At no lime s/IIlIloIds g"ller IIIIrI design '-D
belpP'led lothl component.
Design Crileria
The design and matlMill spedrlld.... i'l sutlstlnllll
eontonnly with the IItllStrev\slOrlS of NOS nNfC. .
CUd Ioadd,notdlon irPJdIS~" f8CtOrloraeep.
Tolallo.scWlectJonislnstatdlroeous.
Fh; J:\Hayden Hnrnes\The Sag~e.spl',
OR
INTERNATIONAL WOOD PRODUCTS. llC
[1Ir:LPI 20 DEPTH 9.500"
WEB: 0.375"
FLANGE 1.50 X 2.50
LOAD
LDF
1.00
0.90
NOTE: 2004.1 AIIDw8tlIe SlrulI Oafgn lOAD TABLE
1. ~~S~~~~~ ~~s~e;~~g:~To~NL Y . NOTE: lOADS SHO'NN ARE FOR INPUT lOAD CASE (1). OTHER LOAD CASES
lOADING. DEFLECTION UMlTATIONS, FRAMING F~R PATTERN LIVE LOADING ARE CHEC~g~~ REQlJIOI RED.
METHODS, "IflNn ...."'0 SEISMIC BRACING. AND OTHER (MENSIONS MEASU~ED FROM LEFT EN PAN R CANTILEVER.)
~TERALSP"~I"lGTHATISAlWAYSREauIREDIS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO
l-''.:. RESPONSIBIUTY OF THE PRC'J':CT <.:.'IGINEER f"l'-IN-SX f"l'-IN-SX
I ORARCHITEC. UNIFORM FLOOR LIVE TOP 80 PLF 00-00-00 27-00-00
I:... P, ROVlOE RE:.STRAlNT..\.T SUPPC.~"t. ,,:) i;ASURE UNIFORM n.ooR DEAD TOP 24 PLF 00-00-00 27-00-00
LATERAl STAbluT (.
3. 11() NOT CUT, NOTCH OR DRILL '.PI Ft -.NGES. WARNING NOTES;
I. SHIM AU BEARINGS FOR FUll X't'T."C"T. .
15. VERIFY OIMEl\310.J.. BEFORE CUTTING lPl TO SIZE.
16. ',hlS LPIIS 1..) So: USE:a) AS A Fl.JOR MST ONLY.
1. PPOVlDE CQMPRI:.S$ION EDGE ~C1tJG AT
I 25" O.C. OR LESS.
I
I
I
I
I
THIS COMPONENT DESIGN IS SPECIFICAllY FOR loP ENGINEERED WOOD PRODUCTS.
USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG-LAM lVl OR LPI JOISTS IS
STRlCn Y PROHIBITED. ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW
BY A DESIGN PROFESSIONAL
MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI
JOIST AS DESIGNED. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER,
ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS BEAM
IS CAPABLE OF SUPPORTING THE REACTIONS.
ANCHOR lPl JOIST SECURELY TO BEARINGS OR HANGERS.
1
9,'OD T
Ta','DD
~
CROSS SECTION
14- 0- 0
27- 0- 0 .
... THIS DRAWING IS NOT TO SCALE ...
MlsceDaneous Information Gang-Lam LVl and eTR, LPI Joist Speciftcatlons
The use 01 lhls COmporlllnlsh8n be speeille<! by \he dll.signlr Of the . Supports end connldlons for G.ng-um LVl and cm. LPI Joists 10 be
eomplllle SlrIIC:tvI'e. Obttlrl an lilt ne<:lSSIl'Y code compliance '1JP'OVlllncl spldllc Ippllc8tlons.
InslrucUons: from IlIe deslgnl1S of thl complete structure before using 111111 . Common rI.ns drtvlrl PlrIIllto gllltlllnt. shill be spliced I mlmmum of ,. lOr lOll
compon'lII. Ifthldeslgrlall,rlelble<!ebovedoesnolmlelloealbulkllng Ird3'fOl'ISd.
cocSe req"'rnents, do rIOlllSI this deslgrl. WhIflIl1ls drawing Is $lgned . Do not cut. note/l. drill or I~ef GII1Q.W1m LVI. .nd cm, LPI Joists except u .shown
end "lie<!. lilt $ltUdural deslCln Is Ipproved " shown In 1Il~ drawing In putllIshed mIIe1i11 from LP Ill)' llSI of Glng-urn L Vl Ind CTR. LPt Joists COflll'llry
.. . . I dati pl'llYklecI by \he tt/SlOITllf. Gang-LIrn LVl and CTR. LPI to 1Il1 IImIls set rorth 1ltrIon,llIlIlIe. Iny expreSll wamanly of lIle pI"Odud lod LP
jolsls I" midi wlIllou1 camber and wIR defied: under Ioacf. Wood i'l dlnIct dlsc:IIltTlS .n Implle<! wamntles inc:IUdlng the implied .....n-antles of merehanlabillly
COlltK:twltheoncretlmustbeprolede<!u,.qulredbycode.COntimIOuS IIldlltnlUfOflpertlobrllM.
lIteratsupponblllllUmOd(wall,fIoorbelm.11c.).LPdoesnotprovldl
on-sIt,~. This ctrtwng must hive In AIdlited's Of Enginee(s ". . A COPY OF THIS DRAINING IS TO BE GIVEN TO THE INSTAllING CONTRACTOR
Illxedto be conslr3lted an Englneetlngdl:N:umenL LPlslreglstlfld~OlLo:...n"Pldflcj~~t10n.
DESIGN CRITERIA
LIVE LOAD
DEAD LOAD
TOTAL LOAD
r SPACING
24.00 HI.
MSI: 0,84 "
VSI: 0.73
.0 PSF
12 'SF
52 'SF
ele
L I <80
L I 2<0
DEFLECTION CRITERIA
LIVE LOAD DEFL:
TOTAL LOAD DEFL:
LOAD SHARING:
.
ICC-ES
WISCONSIN
eeMe
L.A. City
N.Y. CITY
CODE COMPLIPJICES
REPORT I
ESR~1305
200405-W
12724-R
RR 25099
MEA 101-00-E
DEFLECTION ASSUMES COMPOSITE
ACTION WITH GLUED AND
NAILED 7/8" APA RATED
STURD-I-FLooR (32 O.C.)
1)- 0- 0
I Software Provided By:
LP Engineered Wood Products
2706 Highway 421 North
Wilmlngton, NC 28401
Local 910.762.9876
Nalional Wats 800.999.9105
DWG .
SHEET .
'"
"""'''''
leBO
J CLll:;Nl
CALCULATIONS SHEET N^ I OF rf
CALCULA T~D BY frO 7/J...o/~
DATE
STRUCTURAL
aUILOING DESIGN' FIRE PROTECTION CHECKED BY . DATE
CODE CONSULTANT' PLAN CHECKING /6Jn
CONSTRUCTION INSPECTION W.o.,
....~"'N.~,...\
0. ~~~:11~~~~t\
'''".<'1'>4',,-"", "'I\,~I
\~":J'~.~lf'''''I''''1 j
-~t~l
'{<','L1B,.I','!;"r,.,u..
""'~~'-/
~1i'V1;\:\1."":1
;:....:.,~~::-::;
(/JruT
HAvc:EN floMES
Jn~Ln(~
f-Di WI ~ MQ.<<:iJNS 2../$'ko.
..5PPJNErFI8.D f of(
1{)fJ DESC.PJ.ElLQN
FUeL t:N&lNt;t/lJN(r ON "s.<:1G€ 'W<lOI> 8',/ SANtt.l..wl>OO '
~1t>E fiNTI."" Esf.I~. '{/ ~~ '/L"'Te:M/<JN
~(.......aw~e>, tfVT NOT !J.EQvl'(I.E:P
..
WIND rpt,:,ED; 80MPH
E.'tPOlv{l.(. : "8"
\,e-I~/hI' Artt:.~ "01"
.rNoW 1-01"11:>: 7.J;)~i
Site and soil conditions not observed by
Mortier Engineering P,C. Allowable soil
bearing capacity of t 000 nsfused.
,
,
1245 PEARL 8T. . EUGENE, OREGON 97401
TEL: (541)484-9080
'6\tYj~",
,"~ .1'''1
'1 ~!;,~.?:.:~-~~~t..;t9-'\
,- i..,~ ~"';h ~
[,o.rJ-"<,""":1Ii",,, -:::','. I;.~, I- 1
t1ii"'~'-~" I,
"":~
</Q~~7;\\.,y
.~~
,
\
I
CALCULATIONS
, STRUCTURAL
BUILDING DESIGN' FIRE PROTEcnON
COOE CONSULTANT' PLAN CHECKlNG
CONSTAUcnON INSPEcnON
LA~L ~IG-N
V1
V,
Vt-
'-Ie
,
,
'2..9' ,
V, v,
,
WIND'
W\t-I. IN: 9.1/Jf1'
llN Ii' ,,;, Ipit
o:.;.:'IS~I(.
V\'.\\'1.'I-I
CLIENT
SHEeT Ne'
CALCULATED BY
CHECKED BY.
w.o..
Vy
Va
'3,'
\
"4'-/ '
IAI 'N 11.: ?, 1V1sr
L.. \N {L.: f. '11 Ir:
-
N07E:
y,-v~
L !=Loon,.
1245 PEARL 5T. . EUGENE, OREGON 9740,1
Hf::!.y.vE:N
"l-
frO
2.01
J ,
v"
OF
I(
, "1/;4OJ.t'
DATE
DATE
/(']/1,
'19
\1,.
L.oCATe;, ON U, /1fJ~J
~~ J
TEL: (541) 484-9080
~olt ft"'>_
':......:fF"",.~/.\
[,.,;;,.,:;1: ,I' \
~ ~dj!t;:':c:;:;~1:J~ .
4','1':' ...'~ ",""I b),
'"..:.!2......,',~JI.~<:'[ol
','f"'~
(.'~!Inr:Ji.Lr~::O:
...lo~~,~1.
*IN!i~~.Y.
CLIENT
II~
?
/'H)
OF
1'1
9/U>/~
CALCULATIONS
SHEET W'
CALCULA reo BY
DATE
STRUCTURAl.
aUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PlAN CHECKING
CoNSTRucnONINSPEcnON
CHECKED BY
DATE
1'30
w.o..
FlNP V,
WIND
1J.;"'6or;" 1:1...: eJf;'-'"
~" .,....
Y,,:60(;'lf:], 1v3V.I-Ij,/,cJ,<) f 881J..O,},....'f""?,1,<1Jt) :/760{M
,sID'S"'1 C. " ,
, , 'Wi 16;'III-('''I3')l1..')'' 8..jt.C8')(7C!'~ "(CfOllf'-~
v,"'/B; Cn..61..JI (. II,) , U4t51& ~ ~^''''''''J
FtJVl> \4..
WIN!> "-
11.. ~Or;. ~..oq;~
'- "-
Yv;60ir~Ui'..ll'Od)-I OO1r~('3,J.pJi-I.."lpr..) -: /l/?2-t..J;
:JC=:-'~/<'" ' , ,
W: 1'[11<( sef}(I~) tC:h;r..(s')(6'f')~ I~ ''1< (&I '
'. Yl< fl-A4("LGJ e""I)" /'iiOCjLUJ - ~,-'<ANT/l.-o,'-J
r:lN() '1.1 - ~ ' ' ,
'WINO /./...: 77Ji>- ~ . 'i?BIF:'"
'( ) 'L I ) (<< ~~v,
~,~ V~:'1'1-!;'" l?1r'Jl.tSlpl~ f gg/r c.l$-".r,.t?l",i> '/"1/8 (}
IN: 6r-.vh..,,')(3t;') (fi'",{,,(@')C~) =' /~ "l.80UJ
't, / 'il18U\ ,
"rIND l.:5-
W/Nf) "
J>..::,,t-{1..'e.J4' 1'1~:a;;. /1_:6'06'- A....., u04'"
. """ <... c.c...,.?""
Yv:I'4JC,.~(~,1)1 ~'(':l,1) ./C9P{5.I)J .!~'h.,)~ /e'l6Lf.J~ t.j
S~Y>tIc.. ' (5".0 ' (7.1) (Fl./) 0,.9 ; /'I02-.l-~
, w: 14w.<"'J6')Ur) f~Jt:(1')t...~LI,/= 10;](81...6;
\JJ~/0J(R.I'Cljl)':I'L]4Lu" .
[-rOi/':lc...,' 36 Ob L \.1 .. .r~~"1'-1
FIND \.f ' .
'N IN!) ,
~~, 11--%'- P1",: or;~ .1':1 : 2.Q';'- A",-; c:..>f-
~ ~. --~ ~
V_'/1.u/,l.(,.Il'/r?)f) -I-"L'fr~('1.lrs') </07"{Ll,
<5.1) (6',1) '77'1ltJ
$C1If'{L
w' /J.)}<i\l:..~.r
Vs: /1.. ~'1 Lw
Ci;-'\l': "2...IJ"lClI-ti>,n,j(...
~ '
'S '
1245 PEARL ST. . EUGENE, OREGON 97401
TEL: (541) 484-9080
~.-.;.
OIl ri(J,
~,~ '1'~
'"I'>""'i.'" ~'" ,
",~7~)it;.::~~e\ ~.
J~,""''''""'''I'1'''''A
tr~rJ?i>.:L;.~'.:::;.';:'.1
<<,'lil!,jr:dl:IL ()
<t:O""'=\~<
'INEI~~~'
CLIENT
h'~'1cDv
if
Po
OF
15"
"'i /l..cIOl./
CALCULATIONS
SHEET NO.
CALCULATED BY
DATE
STIlUCTURAL
BUILOING DESIGN. FIRE PROTECTION
COOE,coNSUlTANT . PLAN CHECKlNG
CONSTRUCTION INSPECTION '
. CHECKED BY
w.o..
. DATE
/63/1 '
.
, \-IN/> V1
W~D ~l L
Aw: ISJr,- 4-: ~'7,$"" /:Jo1. : -J rt?
~ _ ( '-.10,..0
,Vwll9, h' r? 'f'J,') t 'iV/\.(5,lpI'C) +'FI...:t'( "i.ly,.r.<.): '7..160L (s
SI::lV>j'(" '7,1\ (9,1) (J,"J) -; /760UJ
, VI- 1~Jr. ~'X!9')I~('iX(t(j:: "76Vollj ,
Vr' '1(,l.ju(JJ ell:). f/lfBLbs '
, [fUr.-w 1.[()"'180 - W/Al~
';lIlJj) Ve, ~-
'W/Nt) A....,,,/ l"t8(l.... A~: 1;'%~ ~;1l(4/7'~/79'f;l.,
'V I 'tW,~'a.1)6%"(3,'l) 1/l.tl.lli'-("I) -I1''tI>''''(?,.I) :]<6'~l~
, (?l) (l.:f (a, I) G t; ~ 2.51f5LM,
S~I'- ' ,) , '
W:"i6~0("J1I'~Jf{jI.'~1.(j1 ., 61<[.--(1 (..'1).::' 1'I;'?t:8t6r
Vj' /LIC&U}J (. II '1) ~ II (j) UI ' ,
_ TCTk::iL' 'JfL...ft(..u -V'II?!
\=l Nt:> \1'1 . v,,, " ~
WIN\) ,
A.::,.7'?(r' \/~: 'S-(r"'(9,1): 60BL..w
S'f;:ll....I<.., , '
, w ~ / r;,oy- (1.5')0...') I 8,.-y.("'I X(fI1~ ' 766 gU))
'Vs' I 668Ui (.'1<1)' "'1'-(6;,,-- ..::,:wJ"-01,I
i
pi'll> v.;
~ N8T, (lG.- Ft.:V<.- LO;qt:{' r-vY() c>Q'/G,A}
.
1245. PEARL 8T. . EUGENE, OREGON 97401 ' TEL: (5.41) 484-9080
CLIENT
f-!J:::,'1 f~~
t=)
fro
CALCULATIONS
SHEET N^
CALCULATED BY
STRUCTURAL
BUILOING DESIGN. FIRE PROTECTION
CODE CONSUlTANT. PLAN CHECKING
CoNSTRUCTION INSPECTION
CHECKED BY'
w.o..
r.)<:J;1(r1'-1 G-i<1,..iA~ {)a...... \!-J,i;lc.... PCl'v LI41" L~tl>, C'-'/ '1' G).JOIltd~)
OF
I~
'1/~h'l
DATE
DATE
, 16J(-,> '
~i):
WIND: / GoA.t'[J1LI1..S
,4",,' S4(,L. !:J1l-:rV'(r.... , ,~
";":'1"(,'(~.I(lr~f~.p,).C)f 7e"'"(3Jpic-1i,7/VSF) =/57/ (b.r :
r;G:/J Io-Il ' ' '
, W: I Sf1(..12.l...')(Il') t 8pk<( "i ')( 'il.j ') ; 71.{?8UJ
l{: llof~Q~1 (./('1]"" 9'&SC.J:lJ'
vNI! JI-/O:k, 1'511L{,~'i~): ~1'P;Lf' C/IJ- ~
. if,"
I (-/o 1..
t...J<lcD r....."'<,- fll,,"',,-,"n' -: - ,
, j,t; J. :
.\:, C.LJ(. . ~ 6. '-1'1
or"'" 6'-7P(4/"1/dl.c)<.......) :StJll L~-1.
n"" l !1tJ,<('l')l ~')(I)' 00 U':r.
'8,..,r..: (i')( 'L')( I) ~ 1}"1.. U-:-t,
17~Cb-fi
T = 5,n L'~{:.- ~ (/12..LI,-.f:,),
I '-I D '1l-N~ Z-f!:('-( / ' [..6>
G;:-;J
1245 PEARL 5T. . EUGENE, OREGON 97401 '
TEL: (541) 484-9080,
~'
WaJlJJIl11
.'
Load: .
What Control.? (WorE):
Plata"Halght:
TolalWa.UUnelln;th:
Total Are. of Opening.:
.UnlIShlar.
P,r1ol1ltfld C.slnn? Iv IY nl:
l'U!l1In!..l
Load:
What Control.? eN<< EI:
PI.", Height:
Total Wau U", lInglh:
Total Atea of Op.nlngl:
Un/IShler:
P.r1o...tedD.lIlnn?/vl'lrnl:
ilIlWn!.l
Load:
Whal Control.? rw or El:
PI.f8H.lghl:
TotalW.IIUn....ngth:
rotaJA,uofOp41nlnll':
'JnftShe.r; .
1',r1'on,.d o.sfton? Iv (}I nl:
l!i!l.lJnU
l,.d:
~.'hat Controls? {W or EJ:
p.'ltIHaJght:
T'llaIWanUMl.Inlllh:
Tom/AreadOpenln;.:
U:'llSh~.r:
P'II1lW'J."dOlI!l:Jnn7Ivorn\:
2145 lb.
.
Oft
.3&.ft
"eS'lql'l
143 pi!
"
t.50511bs
.
,.
38'ft
"..,
"pi!
"
.tlHe:.1bI
w'
.'.
30,'
g:llCIll
711plf,
"
HI1.lbs
W
Oft
30.
115'QI'l
75p1f
"
ShllrWallLlngths:
PIU[)elllnn(v otnl:
She.rW.nl.ength.:
PI.rOtl.inn Ivotnl:
8h..rWall Length_:
PI.ro..l~n worn!:
Shi.rW.IlLlngth.:
P"r o.'loTn Iv or nl:
11':l'l
Hit
.
.
.
10'
7.
.
.
.
1ft
Oft
'.
'1l!
'.
"
1Hl
12ft
".5.n
.
.
"
"
"
OL
f~lfl
04
"
OL
Ipr.n
04
".&4.
OL
''tII!,
04
,04
04
OL
(P!ft
04
"
. UplIft
(!b!l\
'05
'"
Uplift
Ilbll
'02
...
Uplift
f!b'l
94'
'"
Holdown
RIO.
Noo.
-
Anchor
RID.
-
Noo.
Uplift"
flbll)
121
"
30'
HoIdown
RIft.
"ohM
RID.
Holdown
RID.
Noo.
Noo.
Anchor
RI(I.
None
Noo.
Hoedown
R.n.
Noo.
No..
Anchor
RI(I.
Non.
Noo.
/-IIOY~I!:/--I
6/1S' hz:.
'7/J.o/t7y
1(.)17
lYilI..I.!nl.1
load:
WhIt Control.? rN 01' E):
pq~H.lght:
TotIl WallllM Lengtl\;
Tolal At.. at Opln1ngl:
Un/IShI.r:
""..
.
Oft
"M'ft
8eaqft
"'pI!
Plrfontldo..ron1tvornl:
n
Sh..rWallLangth.: .
,..
.
'..
.
.
, PI.rO..I12ntv ornl:
DL
Ip.l!l
'3511
n
Uplift
n.blll
....
H~down
RI".
Non,
Anchor
RIo.
Non,
W,lIUnle
DL Uplift Holdown Anchor
~d: 273IHb, Stau Will Lengths; IPJ!l ~bll RID. RIo.
What Conlrob1 (W or El: . o. '" '51 Non. None
. PlallHl1llht: .. .. 35' m Non. Non.
TotaIWlUUI'lllLength: 3tHI .Tft ~& .19 Non. No,.
Total Am of Opening.: IS'aqlt ,.,1 35;: 313 Non. Non.
UnitShllr: 125plf '.
Pllrlonalado."lJn7tyornl: n Plllro..l.,ntvornl: n
l'il!l..I.!Il!l
Load:
~t Control., fW or EI:
PIlI8Helghl:
Tolal Wan U.w Lenlllh:
TotalA1eacfOpenlng1::
UnllShfllr:
4070"lbs
W
Oft
2O.
25sqft
185pll
Plrlor.lltedOesl",,'I"ornl;
n
:!II!LI.!W
l.oad:
'VlaI,Control.? fW or E);
1'111_Helght:
lotafWIIIUnILanlllh:
lotalAruofOlKnlr'lgl:
l'nltShllr:
.5ue:'!bI
'w
,.
28"ft
21aqft
20'"
Plrfnnllad Delltln?1v llrnl:
n
She.r WalllAnlllht:
11.
..
.
.
.
PflrO..lnnlvornl'
"
Shl'rWallLlnllthl:
1511
,. .
.
.
.
PlnOul"" Iv ar nl~
n
eL
~rJ:!!I
""
'"
eL
lll.l!\
"'
189'
Upll~
IJ.bsJ
5<l5
'''3
Holdown
R,".
Non,
Non.
Anchor
R.a.
Non.
Non.
Uplift
f!bsl
...
1213
HoIdown
Rllo.
Non,
Non.
Anchor
Rllll.
Non,
~ne
rmYl>eN
7//5 f?D,
'lILa/iLl
16:117
lWlJJn.l.l
Load:
. Whl!t COntrol.? rNor E):
Plat. HeIght:
TolllWaDUl\IlInlllh:
,TotllAra OtOpenlnll':'
. UnltShur:
'.
P,rfonl!ld Olllan'l' Iv Of n\:
Wall Lln. 10
LoId:
wh.t COI\troi.? rw or El:
PlatliH,lghl:
Total WaI U.. Lan;th:
Totll Am of Opining.:
UnIISh..r:
p.rforalld D..llIn?tvDr~l:
1l121b1
E
"liift
.24'ft
'o.aqll
38'"
111211$
"
"IUt
'2411
15sqll
,. ..
,
ShllrW,lIl1nllt!'II:
Pt.rOlllllnfyOl'n!:
Sh..rWallllnllth.:
Plllro..rnn/vOl'nl:
'"
,
,
,
"
DL
(P.l!l
200
HoIdown
R,a.
",'"
Uplift
{Ib'l
-1818
n
/-J k.1<c,U;.
9ft'i Po
~ Il(;IO~
/630
Anchor
Ria.
.....
DL Uplift Holdown AnchOt
I~!~ Ilb_' RIO. "RICI.
Uft 200. .282 Non. Non.
8.Sll 2~ -2!2 ""'. Non.
,
,
,
,
CLIENt
11 A'II>i!N
q
h-n
OF
/6
qlJ...&/tN
CALCULATIONS
SHEet Nt""
CALCULATED BY
DATE
STIlUCTURAL
BUILOING OESlGN . FIRE PROTEcnON
COOE CONSULTANT. PLAN CHECKING
coNsmuCnoN INSPEcnON
CHECKED BY .
w.o..
DATE
ICJn
fl,.cc::," /fl<Y/f..!J ~r'\
. . I /"
SI'M. I'l.. - ..
lOl),()ly,'i'(lt;..S....'9~): leOrl~
~ ZXXJ~ I-I~
S-/:1",,^, I"
t ""'U.. 7..: (I';I<>~ 1J.;:j..r,<) : e.q:::> '-F
-I- :J' c eru.) = "L'Ti'J V-
-
1 D 1.(/''fC
InDut Data
t2!5\ft
,t8Q.'lb/ft
I/,Mq
'~jpsi ,
psi
",00 psi,
V__~,: 8~ 7.;.L V
..N1"""",.3?Lyc6-.,<;
;.
Span:
Distributed Load:
Allowable Deflection:
Fv=
Fa=
E=
61v"~ /) '1& "prL, o~
CO=
CF=
Cr=
1.15
,1.1,
l'
~=
S -
req-
I"q=
0/1- i)(:l <?~
1245 PEARL S1: " EUGENE, OREGON 97401
TEL: (541) 484-9080
CALCULATIONS
SHEET NC'
jlh....,t> 01 '
10
h
OF
I']
<7/4/(/./
\\T"j~>."
," : -~1''\,
r/"'" """"e,':'"':\' \
1- tii<; '=-......,~;.-.;.....I..i.t.:r \,
~rl~:"':"'~"'J i
,i~ 'l~-H,J! ''7.
'I'~~
N~;k/
CLIENT
CALCULATED BY
. DATE
SlRUCTURAl
BUILDING OESIGN . FIRE PROTEcnON
COOE CONSULTANT. PlAN CHECKING
CONSlRUcnON iNSPEcnON
CHECKED BY .
DATE
./{]17
w:o.'
f'O"-C.~1 /:Er->I'"
'pbN: 13'
lCY>i:>, l( (jy~4\'iov.:), ,tI:lp~
WUVUT (/>51;; NOn..
Sf'''''''/' C;'
I.trlD; (5' (I'7pJ<-I 2..1;(>10' ) ~ .:;: 0'0'"'
, lep"c('jj -=/\..yr<f
'f 7-Cj'(IIY1.JFI-'!Oi>sr-), 7'1'5'/"::
ICfnI'Y<"
Inout Data
Span:
Distributed Load:
Allowable Deflection:
, 't3'ft
f60lblft
II ',240
Inout Data
Fv= '
FB=
E=
Span:
Distributed Load:
Allowable Deflection:
S;ft
,,4,Qi4il,lblft
, -1I";2~Q
Co=
CF=
C,=
"b:q
1.1
1
Fv=
F.=
E=
A,.q=
Sreq=
I",q=
in:.! .
Co=
CF=
C,=
,1:1q:
1:,'3
i,.
1"
A,.q=
S",q=
lreo=
(4\11. LX"- '~3J'
CVkBDf-.C f2-=iJ
1245 PEARL 51. . EUGENE. OREGON 97401
TEL: (541) 484-9080
"
I'~
c.R<
~..
<:<"'1'
'I,
r.
'"i:r..
~ I ~'i'.,
'l~i".;1]
;!~"~~~~;
1'-1""1" J.
Lr....:;.:"... ()
.,..... "I
Ii~.~/
'EI'\\"
--
CLIENT
/lAy bt9I
II OF It:;
/?1::? ,DATE 9/4/CH
SHEET NC
CALCULATIONS
CALCULATED BY
STRUCTURAl.
BUILDIIoIG DESIGN. FIRE PROTECTION
COOE CONSULTANT. PlAN CHECKING
CONSTRUCTION INSPECTION
CHECKED BY
DATE
/0/7
w.o..
., 4),/0" i-L(JO"l H/)f'"
'jl'}jr-c,' Lt.z:;'
l.Jt,,>c,: {'j , ( I ~fpl<J Dr /,<) : 7'fOfCF
L.FL r-I....,<10J/l.. ht>h.
'J/,,,,^,, ('
c...r;o<l: 7CjoV'v:-
V_~,' 2.:'l.~UJ
,....,"'..;,~ ~ ~n5U-~
f) / ,~"
~:Vo .<.-.
, . S-C77Q/,U)( ~ <I \(/'1..3)
~~', j
7Btl (1.1.t~V (i)
~ fft!/-, ~I
,',
InDltl Data
Span:
Distributed Load: '
Allowable Deflection:
,,:Sft
1!5ijclb/ft
V 240
Fv=
Fa=
E='
CD=
CF=
C,=
, " t
102
"'1'
,0'("\l'J~" U'-~'
A -
req-
S -
req-
lraq=
08 vL o<:j
1?dl; PI=ARI ~T . 1=11r.I=NI= nRI=r.nN Q7d01
TI=I' {!;d1\ dAd.QOAO
~
~
o
:t~
~
<:i
1 ,....
"!" '-
,Il' {:(J
w .W"-
.... ....
<:, <:
o 0
>-
'"
0 >-
W '"
C- .... 0
z :5' W
z Ii; => "
" 0 0 .
W ~ W ,.;
, " <: "
" " 0 0 '"
en
z
o
~
:J
(,)
-.J
<C
(,)
Z'"
OZ
13~z
I!! ,,0
0013
"':.;W
,.JG..::.a..
~~a..~
2L1... i .
O.~O
~~....13,
<<i(l'):...J:J
~~~
",Z"
Z8Z
9w8
58
"0
--~
.,'/' H 0""'-::'
"'~-."",,1~. ;V,
''''''-''1''V.;:'i:'~ _~_:;\,
.....4 ......-.., . ~'
LIL,;~i'i'~~, ~...\
~~\~' I :<i;~j ~1~::
!~r..:;,,..t] ~,,;::-
0, '''"'0"-0-':.1 ~- ~....
~~ ,..'<-'
J ,r: r ;4' r ':. -::, (4', ...~... ae.gg.~""
-pm~~.;---iR, coa< Iij .~~[..,,~7.,",:, {""l'
,:tl~~ .. WI II I
i --~_....'-, &.~ "~~=-- JIL~=~-==-:--'
. . '~e: .~
~" . .&. UTH~TOI"'''o#l'._,...e'_ ."., .'Wl"
1...~.. =' , ..~. /-',1 c:L..--. I .;.~'......:,
IlJI~'~~, ~_-"-// ~ A~~r., V'
.. . (om,'on&' den) :; "_CIA ~ ~.!, /..4.
~.- ~ eealll-EBTCll." C1..L: . .. RJIt ~'-4"'CLG ,..'.-8'..
: (~t1anal c::llnlr!Q) .,. ~ tU: ~ ~ VNYLPLR :
i &.eeese:a'" tJ.::~00j~: Iff)" ......... lUlU: ~
"^ ...~~;~~'-~ 1" '~~~&i l
,~ = ...::~-:..::-:.~ ..... . IF 1 t:J ...... ',~
~ '~~~7 ~r'~~.' . '~,:.~' . ,~.~ ~:;~~-
_ U 4:\...:.:,. '\.' ~'.... - iY'--/
-~. "'~€.J. '
~1.:
,!J6'" tJJ'B
&..l NJt/J LS
<':"0 .~. E.t>~
p.... 0 -~_ Ft~4:>
_:..1". '
~ ~<./L1E.D*
'DOl
ON<'"
Dl>POOAl.
.......
"''''''''''
KfTo.a:N
, ~-D' a..G
. VNl1..R..R:.
1 ~/I i
L IJ~
r----J-- '1 \
I T"1?."..,L.N-~A
,
.. "A....c-.t ii'
eeEO)",,~j~ \
: ..lQ
,
:
"
:
,
,
~~mAU-\
' :
& !
. .::r;.. ~ --, !R
8"
1.' ~
I"
" .
J = I..... l
~ 1I..J::Ic;u.'
':..'H.'......' "',,,,,
. .; (CPOCHAU
, . ............,.
, . I 1[1 - DeTAL ..-A,
). o(c::f"TlCtIAU. eE!T IiIN:x:ue e'-6Nf'.
I ~A6T -ONI'O!!NtIlLAU..
,......
I ~AJc:FAST
-1 . .' MQQI5; &
"_CIA
""':'P.R
r"-
~,
,.,.....1.:1. I _' I I I
"".'.181''1
t~. ,~T
.., ~
,...:
.. ~
~&
'= '
tI'.., ClG
CR"f R.R
6''''
I:
MAl^, I ~&l- l=Uloll P/..JllN
..'..,.
s~ /:>t=-I'I::V(
U4 EN G- PA4L€1"
o
<X>
o
0>
,
...
<X>
...
;
.:..;
W
I-
~
o
It
0>
Z
o
(!l
W
II:
o
W
z
w
(!l
=>
w
.
I-'
en
-'
II:
i1i
"-
on
...
'"
~
~
1
,~~
~
o
~
w w~
~ !<"
o 0
.~ ~
>
"'
c >
w "'
( ~ c
<'
z ~ w
t; :>, "
l 0 0 .
l w ~ w '0
:x: ~ :x:
) '" 0 ,;i
1~8'1 I
;;::. ~! I~ '~
eE~......~~ ,", I~ B~ROOH 3
e'" c::L.G 1-- '! at...,. c:t..4
CR"r"" [If; CR"r"-"
~~ ~~::.
r-'~ .
'x/ 046 .; .
II'. -
"'-. 1).0' f
.'.,. '_ "_2" l 13.....0&'
, "I J-tALLlI1A'T' .
. .' e'-tIJ' Q.Ci
_ . "-Ill' -6' &'-(.' .:" a.f!J!'T Ft.R ~ &'-6'
2"('~H[: )~~~.:'~'.. ,
.. ~ ~= ~J uc ~ 0f'"T.
.. :.. ~ClG .,!, ~",,::!:, ~~IIWU. ~
· ,~&11 ' " Z', '}~
'EJ......:~,...""''7''.~~.='~~~. ; ,"." " El
"I>4!D .' L::.J.:. . ,~ML.1-I.N:i .'
.J".",.. L_~ ,"'" , "H ,.I ...;,. I .,...:1
18
'-1, ~,..I...;..;.,....~
.~~. ~
, ,
j su.u;;.
:, s....,. Cl.G
i ~FlR
......_. ,6.
CJ)
Z zo 1
oz
13S2
0 oz
j!!WO' ~
-, 0"'13
5 0:0 .
lL3W
~w lL
g;;o..~ EI
~U..2
.~o
~ :J Z' 13
f">-'
0 m5:l
0<O~
-I "Z<O
z8Z
<( 9w8
-0
0 iil8
8
'l
.
iii ..
I"
HAS~
BEO~
e'''' Cl.G
C>O"r "-"
..... .....
1lo1lD&"
3ea'"
..... .....
,.-
~
~I
-""
8
In
/~8
04-.-
PAIR.
""
I:
U pPe,Q f"LOOlt Pt...,tN
(a,pllon.!'ll banLlA r~nm)
. eeE!el-lEET02
tJ 411i J.:
7111,. "Cjli
&:.t NI4J{J
6" 0 ~ t.. ~b<so-t:
,I)..'" 0 . c... Fl/F:t..D
-* IXJ:icJ<.ED}/.-
- , \ - - - - . - '\
~
"
o
OC
o
m
.,j.
,~
~
.:..;
W
I-
I ;
.....J ~
~
o
;:!:
m
Z
o
<!J
w
a:
o
uj
z
w
<!J
:J
W
~,
~
.
.'
~
.
I-'
en
...J
a:,
~
"-
to
...
C\l
~
N
ll.
o
o
N
'(>l
...
W
.,'
~
W
,00
lI:'
.J
a..
':1:
I;,
Q.'
o
N
..
'N
~
v
o
0'
N,
CD
'0
...
U
C',
I
l
!
,
~ ~s)r.
"l' r.;
_ __t:!!
""
!!I! ,12
--T2
-';'T2
--tl2-
36'0"0
, 7.0' O.
I'"
"~'
~ 1
U
Nn
~....: CO
J II
r
~,~
"'co
,-
l
'.'
,
I,
1.
I
, '
I
I
Ii)
(6IA!'s
>E-
0) 1 .1'5
9
co
Do-
N
i
.!
I
- f\
, I .'"
:L-~~'" --.J
: /1', !. ~ .! N .
. I -, . . ,; '<;: J
: YL ~ ~ ~ 1- i ~ I . ~l' I c,v:
- f1 hJ r:'':'1ItI. I f Ii J!_.I..Lr .,lOR'll
~ ~:~~,GR, <t>." 11 :-~i (9)'9.'- f'" :_>1' ~::
~ I , ii~~~ ~
f G~~ ~
''''.
- .....
Approval of Shop Drawings melin.s the Configur;ltion, bearing locations and
desi, ..gncriteria have ~ reviywed and approved. As Contractor you must
VerIty and.;'....,... ~ all dimCDSlans and trUSs counts on the Layout.
Trusse,s will De manufactured as approved. ,
-, ,
~
~
co
'. .. ~
12-
-'.../J2'
'- ..In
~ :-fr2
<:> ,
~
<:>
o
.....
,'9
o
...
.-<'
0_
0"-".............. .
0.,..........__
DJ:"~~
D_~_ .
, ',,/:__.... ~- HaydcnHomcs
/;'.gr!---'~PM2 -= .
~ ~. ICJ4ljA1.8Pl Need
th~USSco. inr ,...... ........"''''''''.....0;&1.10,
I-,~ DATB ,_
.....~OWOI 1~11r-.' 11I1~ INS
, j--llOOOO
,"-'.
C'l
.
0..
~
....
-n' jClJ'
12 -. ,.
J2 -
J2~iii
9
C J,'
2'::, :!:--
("\' L-
'0
o
N
C'l
J-
UJ
.,
~
UJ
(Jl
a:
..J
..0..
J:
12-4!;.
J2- -'
J2- -
, >-J'1
F
C
~
:E:
Il.
0,
N
..
'N
...
20'0"
r;l,ClJ q
II
o
,t'\ '1
~, ~
36'0"0
, ,
..
(8IA'S
--i>
0<- -i>
:5}J1' ;
......-
i
..1....
.!
(I ).A~'s
~ 1
(l
~
...1
.D~__
d ~..-._
0_................-
Dl.~-
o ..........
,9
S::
0<'
C"
"
,
"
i
i
r
/
~ '!
/ !
l~,\
... .
I
~:-
I
/1"-
/1 "
. c;./. .,.,"
,_~ ~ \l
nF-, CGR -;:: 9- ,
11' I' - c::
rf,.(ft :., 1 ~
~
'"
i
,.' (.
I
9)~';
.\ _I'
42'0"0'
Approvlll: of.Shop Drawings !IleaDS the Configuration, bearing locatl6Ds and
deS!gn Ct'JteTia have b~ reVlE;wed and approved. As Contractor you must,
ven1y and. aJlprove all dimensions and truss counts on the Layout.
Trusses wilf6e manufactured as approved. ' '
'"
0'
o
N
III
'0
J-
;.;
o
Cl
... '
~ I' I
. _:.- ',{'" I . ..1'-.... 1
- I /\ll kj
M2B= ...:'( {oJt~[r X
M2A7/ """':' ,I .
, ; .J _l
~ ;:::S ~S1 5S
..... ....
::s
.,.--.,
/ ...._... ',...... Hayden Homes
~~......O&.... r-
L.J.:_~ ........11 Need ,
theTRUSSco. inc!""- .........,AI_GmaoLellj
--.~ 1~Ir.l~VJ4 ~lJtL1 1-00000
"'-'.
".:.../
UCT 08 2004 12:26PM
HP LASER JET 3200
Job TrUll
!NSlType
p.2
SAGEWOODB A
ROOF TRUSS
Qty I Ply Heyden (SogewoodB)SS
21,
. Job RaferenclI fal2:tkmall .
5.200 S OCt 21 2003 MITIli< 1tUlus1ll... no. 1I1U Jan 22 15:12:'52004 'Page ,
. The;. Truss Co;. SumnerWAI Eugene OR
;'''''\
1-4<l
5.1Q.Hi
5-10..111
.Q.g..10
)-10.1'
"....
,..""
. 4<>2..e
21.'-1.
;s.1~11
4-2..
o
'.
.B:r8~
~
~1C).15
SoH -141
...."
~II ~= ~IJ
t,;/,;/,.
.... . -. --:' . - III -- -:--. - . ~~
1416 13 12 11 10 189 bl0 ~
.2X411 'x10:::::, 2X411 1lxS= 4,x10= WI!
10-2.. 22.... 20....
.....2-8 ....2 s.&<l
DEl'L In (1oc) IIdetI Ud PLATES ' GRIP
Vert(\.~) -0.31 . '2 >900 350 MII20 185/148
Vert(11.) -0.58 ' '2 >588 ISO
HOl2(TI.) . 0.13 0 nIll' nJo
aoo[W,
, j
l
, I ~1
qlQ~
s.s.a 9-8-10
s.s.a 4-04-2
. PiaU ONlma fX. Yl: 2jJ-4-2.o..1.121.j!:0-4-2.Q..1-121
14.0-4
..,..
~CIADING (PgQ
TCLL 25.0
TCC~ 8.0
, BC~L 0.0
Bcef.. . 7.0
, SPACING 2.Q.O
Plates In~ 1.15
Lumber_e 1.15
~R~p Streu Iner NO
'. Cod. UBC87/ANSI95
CSt
TC 0.90
ac 0.95
WB . 0,70
ISlmpDftod) ,
, - '.UN'BER
, hF CHORD 2 X4 HF 1050F I.5E
" 'c" '..I,' CHORD 2 X 8 HF No.2 '
WEns 2 X4 HFSPF SllIclSTO "Except"
W22X4 HFSIud. W42X4HF Slud. W8 2 X4HF Stud
W8 2 X'4HF Stud
~
~
W.lght123lb
BRACING
TOP CHORD ' Shealhod _ ,"xcopt
2.Q.O oc purlins (2<l-12 moi.~ ~7.
BOT CHORO Rigid ceiling dledIy applied or , O.Q.O oc bradng.
REAC'TlONS (Ib/SIie) 8=2053/Mod1anIcaI, 2'2135/MecJuinlcel
Max H<n20370oad cage 4)
Max Upl_,100oad case S), 2:.13&(Ioad cao. 5)
FORCES Ob). Mexlmum CompresalonlMSldmum Tension , ,
TOP CHORD '-2O()/1S. 2.J=-394!l1250. 3-4=-51911344, 4-50-61S7/340; 5-60.61871340, 5-7~S191I344, 7-80-3949/250
BOT CHORD 2-140-203/3514, 14-15-20513509. 13-15=-205l3509, ,2-13o..J1B15SS9, 11-12=-311l158B9.1D-'I.'.3,ll1.j689;
. 10.18-19813509, 9-1e=;;.19613509, 8..g~.19413514 .
WEE:S ' 3-14=01307. 3"3=-12112071.4-13~72718D, 5-13=-845141, 5.'2:0I289,5-100.S4514', 5-10_727/80,
7-10=-12112071.7-lloOl307
NDToS
1) Unbalanced roof live loads have been considered for (hI, de$Ign. .
2)nlla truss ,has been-designed for the wind loads ..""'......""d by 80 mph wlnds 9t 25 It abovsgnJUnd level. using 7.0 psftop chord
d',ad load and 7.0 pst bottom chord dead load,l00 mI fromhun1cane oceanlno, on an OCQJplIncycatlSgoryL condition I
ei.dosoo buDding, of dimensions 45 n by 24 fl WIth exposure B ASCE 7-93 per UBC97/ANS95 " end verticals or cantJevars exist
. "'ey ere axpeeed te wind. ~ pon:h.. exist, they lU8 exposed to '/IInd. Tho!umbor DOL Irn:reaae Is t.33, and 111. plato grip
'n':reaae 18 1.33 . . , . .
3) pi_e edequale drainage to prevent weier pending. '
4) nt, ,lNg. hag been d..lgned fer a 10.0 psi bottom cI1erd Dve load nonconcunent with lli1y olher Ilveleed. per Tobie Ne. l~,
UIlC.97. ,
6) RI:lfer tD glrder(s) (or truBS to tnJss conn8ou0rls. . ..:' . .
. Sl Pr,ovlde mecl1enlcal connac!ion (by others) ef lruso to bearing plata eapable ofwith....ndlng 110,Ib upllfl,tfolnt8 and 130lb
U~llftetJelnl2. '
7) GI:der cam.. hlp end with S.Q.O and eelbac:k
8) S~-'ecIal hanger(s) Dr other connection devk;e(I) shall be provided auftldent to support concentrated Ioad(s) 297.OIb dOYm end
60.2fb up at 22..3-7, 8nd 297.0Ib down and 50.2fb up at 6-a-9 on top c."1ord. The deslgalseledlof' of such special connection
"e'lf\:e(s) '" !he r&ilPen91bIUIy oIelhors.
A\ In tho LOAD CASE(S) aedion,loa<b .pplled 10 1he1ace of the truee ani noted 8S front (F) orbac:k(B);
(~~..~
-", .
.A. VIARNING - VERIFY DESIGN pARAMEim AND READ ...UNOIES ON 1llJS AND TRUSS DRAWING: NOlES 8EFOIlE USE., " Lf1,' , ..
CeD7i"'~dftr use ontv'Ntltl MrrelcCOT8Clas. 1NI ae>>c7lbbaMd ortvl.CXlf'l ~5hO'Wn. onc:Ils1ofa'lh:t.IIci.D bUIc*lg CCll'nl'Ol'l8M lObe Insta8ed Dt'ld loaded
vernccly. ~Iy of design I" W' ." .., CI"ld PtclS>>. n:Olpmotbn of COf1'1'OMrIt 1I'8sponst)IIy oftutfng des9v;lr. not tM1~ EIrodng Itowr II for ~
1UppClI,' oIlndMdua web membera 0....... .Ac:IcItIonaI .. '~..', brocklg to InsUre $Seb.lIy ~ ~ illhe rasponalblly (lj' fh8 nctor. AddItIonal pel'mtl)5n1
bracn~oflhe~rdIdructurebtho ,.... "'-"- O!tl'eb.ildr'.gdBdgner. Forgenerdg\lldll:nc:er&garclt"g.":'-:"_.~..ql.dtyc=r.tJ~STOfOge,c!*Ifll'y,erecftonOJ'\d the.............co.
bra:Itl'~ CQr'ISlJI QST.ae Quclf'y Sfa1dc1d. osa..w Btodng ~n. cn:l KB-91 Hcrrdlng tl$2clhg end!toeing.... . ~:'-.l CMfubIe.from 11\151 PIaIelns1llU1e, ..U ~
583D'(>nofI1o~,ModboI\ W1S3719. . .!SUII.DDIGIUPJ'L1'INC.
[EXPIRATION DATE: 12/31/0':]
'JAN 2 2 2004
OCT 08 2004 12:27PM
HP LASERJET 3200
p.3
I::;ewoooa ~..
Th't TNSS Co.. Sumner VAl E\:geneoR
"I T".. Type
ROOFlRUSS
QIl>
Ply
Heyt1tn t::>a~8}5S
2,
_ JabRa1erenCtJ!~l:""
-5.4!OO 0 OCt 21 2000 MiTei';; IndU5lria. Ine. Too Jan 22, 15:1~:17 2004 Page 2
io.~ CASEls) Slandartl
, . . II.gular.l.umberlncma....l.15. P1ala lnaBaso=1.1S
J',JnKe"" Leoda (pIf)
V.1t 1~, 3-7~124. H~6. 2.8~28(F~12)
l:On.._ loacla (Ib)
Volt 3-297 1-.297
.f
J
j
~,/ ' , . "
A 'WARNING - VERIFY DESIGN MRAMmJl5 AND IlfAo ALL NOTES ON tHIS AND TRUSS OlIAW\NG NOlES IlfFOllEUSl.
~n....ald ftl"U18 orit'lrdthMn'.1c ...... ._.... ._.' Thlli'deSgnts bos8d onyupCln",,,-,..,, c. L.llhoWr\ ondbrorCl1~lOtttIng CQ'I1XlI'I8l'lf to be INtoIItd and bX1ed
vertlc~, APQlCoblItvof.dellan.._. '" "ondpropurW1cc:fporotlonolcanponent.~oft;Ar:OrO~.MttnmdMlgner. Brac:lng1how-l1s'~latatCll.
~:ll'totlrd.llct.lCfwebmomb'''cJll1. Addlnonal..........__, broc~ttJlnsueafoblltyCUlng....__,,_...._...b.... "',.. ........" oflhellQCklr. ~.... . .,.
brodroa1heove:ol ~_IsIh8i't._,_.,_. ._, " otttle bukJngdesV1Bf. Forgenerd gUdonceregofl:lrQ .....,........ '. Cf,.IClIIl\'comrot. 5Itxoge, deIHvry.lrtctloncr.d
broc:I"Q. CClN'JIt QST-aa QudlItyStaidarc1 0SB-&91ra::r.g Speel!calion. crdHB41 "'ondlIrQ InstaIIng ordBro:tQ ..._ ~....,....._-X1CYdlOb1e trom TrussFlofe InstIufe.
58.S0'0n0frI00rW.Mo~Wl53719. .
4.
the 4.... .,.),)CO.
..unmHG IUPFLY mc.
OCT 08 2004 ~2:27PM
HP LASERJET3200
p.4
Joe
Tru..
Truu Type
0'"
Ply
t18)'Gen(38~e~
SAGEWOOOB A1
Thf,TNSS Co.. 5umnerWA/~'OR
CALH~
1 I
'Job R.oft:rence{~ '.
5, :00. OC 21 2003 Mffaxlndusttl8i.lnc. ll\u Jan 2215:12:15 2004 pago 1
.1_
140
7-t0.15
H()..15
''''''''',
8-1.1
20.1.1
8-1..1
......
7-10-15
'-..J
ScaIe-1:60.1
"14 \\
:0.411 "d/,
3 i. ~
A
c " '/, ~,
~~
'" i. -~ ~
4>05= 1D , a , ""=
biI.11 3d= 3>0;= ...11
,.....
,.....
Plate.Offsets Dt.Yl: 12:{)..1..8.0~2L re:O-1-8 0;2--21
'''''''''
.....
70-8-8
.....
'''"'''
,.....
Lo.a.olNG !p.n
TCLL 25.0
TC[t, 8.0
BelL 0.0
BC[,1t.. 7.0
, SPACING 2-6-0
Plale. Increase 1.15
Lumber Incraase 1.15
.f Rap stress n:r YES
Cod. U8C971ANS195
CSI
TC 0.72
8C 0.50
we 0.0&0
(Sll1"4)111.d)
DEFL
Vort(1l.)
V.rt(7l.)
Hcrz(ll.)'
In
.0.12
.0.21
0.07
(lee)
9
9-10
e
VdefI
.999
>999'
nIa
LId
360
180
nI.
PLATES GRIP
MI120 185/148
Weight 102 II)
.. . ,UNSER
j I~' CHORD 2 X 4 OF 2400F 2.0E 'Except"
J 'T2 2 X4 HF 1650F 1.5E
801' CHORD 2 X 4 HF Ne.2
WEI,IS 2'X 4 HFSPF StudlSTO
BRACING
TOPCHORD Sheathod4..' 11) 1,.. 'J except.
2-6-0 oc purI1na (31Hl max.~3-6.
80T CHORD Rigid ce;fing 'dlrodly appllod er lD.o-U oc bracing.
~C110NS Pbla1z8) 8~1102100Q.8, 2>offaM.todlanleal
Max Hen: 2=41 ~oad 0llS8 4)
Max Upllft8~f49pOlld ca.e 51. 2"'75(load ca.a 5)
FORCES (Ib) - Maoc1mum COmpraaslonlMaxlmum Tanslon
TOP CHORD 1-2-0/14, 2-3.-17391235, ~-20351314, 4-6-20351314, 5-8-17391235 , ' '
801'CHORD 2-10=.17811543. 9-10-fnll540. 8-9=-16911540, 7-11-16911540, 8-7~170116013
, WEllS 3-10=-3V2S4, __, 4'9-523156. 5-9-951688, 5-7....2/234 '
NOlES
1) U"balanced roof IIw leada have boon _.__"H,,.th~ dealgn. '" .', ' ,
2) This tnJss has.been designed for the wind loads lJenerated by 80 mph winds at 25 ft above gmund l8YaJ, using 7.0 paf lop chord
dllad load and 7.0 pSI bolle.. cllo<d doad load, 100 mI fro.. hunt.... OceanDne, on an occupancy ca,agory I. oondlUen I '
e;lclosed building, of dimensIons 45 ft by24 ft wtth exposure B ASCE 7...03 per UBC97/AHSI96 If end verticals or cantDeven ubt
. Ihey 8J8 exposod to wind. II perch.. _~ IIley 8J8 ._to ""'d. Tho Iumb.r OOL In....... la f .33, and lha plata grip
Increase Is 1.33 " .
3) P'Dvlde adequata drainage to pravanl..,;tar pending.
4) TlII. truss hISS be.n deslgned for a 10.0 psf bottom chord Ow md non::oncumtnt with any other live loads per Table No.1e.8.
U13C.S7, ' . ,
5} RI,rar to gIAtet(s) fa' buss to lrusa conn8cUons. . .
01 Piovlda machanlcal connection (by ethe..) er Iruss to boorlng plata ..pable olwilhotandlng 1491b.pllf\ .1 join. 0 end 1781b
~m_L' " .
LOM CASE(SI,Slandard
'EXPIRATION DATE: 1213,'1 ol J
"JAN 2 2 ,2004,
~.'~
,.' ..&J
theTRUSSco. '
.. BD1LD1:NG SJJIP1.Y INC.
, ,
A Y/ARNING - ~IlIFY'DESIQN MRA!rnRs ~~O IlEAil All NOnoS ON 1HIS AND TRUss DRAWING NOm BEFORE 'use. /
00IIgn' vt*Ifor !JI&only wlthMITeIc coi'lneCttn. ..hidllllQnlSbaaodcnv.upon porcrneten sf\O"'A a'ldb 1or0\~ buIIcA-'Ig __..... ........ tobe~ed anctlooded
vvtlcclly. ~lltyorcs.slgnpm:Jrntll.lIandprQpe(..,__..... __. ,of..",,..,,..lsf.spandyofbu'k:frQ~(.nothludBltgn& &od'ng5hclwnblbrk:1t8rcl.
SUPPOI,totInct-JIdI.d~m.m~I~. AddItlOnal'~"'''M,_"brae'ngtolnuedcmllfydUti'lgCONlruc1IonIstft8 ....... ,_OJ" afth8rnc1Ol. Addlllor.otpermcnent
bIoc:;h~ of the IJ'lfIoII sfNctue It the fMP(103IbIlry of the bUkIng ~r. Fer g....roI Ql*D\ce I8Q(I'dhg ItIbtJco11on.. CJ,dIty contTol. atcroge, delve!y, I!redloo 0I'\d
bmch;J. consul QS1..sa QuoIty Slonda'd, OSB-a9aac1ng !.,...._..__.... ald HlB-91 HandIng INtaIng ardBrochg ...._~....,,~.,....Jf1On ovaroble from Tile P1iJI81nsl11uIa.
5M O'Onolrlo [)1ve, Modl5cn. W16.571~. .
OCT 08 2004 12:27PM
HP LASER JET 3200
".5
Job . Truss
Ttun Type
QIy 0Iy HayOen lSagawoo.81SS I
_ _ Job R.rerence t~n81l .
'5.200 I 0cl21 2003 NlTe.lndUSIJ1eS.1nC. ll1u Jan 2215:12:20 2004 POQe'
SAGiEWOODB A fA
Thi. TruS8 t;:o., Sumnor NAI EugoneOR
CAL HIP
...1.(I.(L
,-0.0
. 7-10-15
7.1o.IS
i'-O..(l
1-101
~1;.1
8-1-1
I,
21-<>0
7.tOot!! _
2l><l.O
"
'-0.0
SaIIe-l:fiD.5
J
w\\
'r
~ IrJti!
...=
.
'"
,
l ~--
200411
4
~
4xS II
\I
'~
i
~
t1
"""
,.
3l<ll=
r
"""=
a
""'"
7+11
7-&-1
Plat. Offilels (X,Y): '2:0-1-!t.P.<J..2l,' [l!:o.1-4l,O.<J..21
,.....,
.....
206.e
.....
'''''''
,7-5<1
LOADING (PIn
TCLL 25.0
TCCL 8.0
BCLL t.O
BCCL 7.0 ,
SPACING ,2.().{l.
Plat.. Increas. ' 1.15
Lumber Increase .1.15
. Rap Stress Incr' YES
'0 Code U8C97/ANSI95
CSI
TC 0.72
BC 0.60
WB 0.40
(Slmplifiod)
DEFL
'Yorl(lL)
Vorl(TL)
Hor.z(TL}
In (loc) v..n'
.(l.12 10 >999'
.(l,211o-11 >999
0,07 6 . .ala
L1.
360
'90
ole
PLATES
MII20
'GRIP
'851'48
WeJght 104lb '
',UMBER' '
,) 'P CHORD 2 X 4 OF 2400F 2.0E "Elo:epr
,j , T22X4'HF..1650F1.5E '
:-,rOT CHORD 2 X 4 HF No.2
WEllS 2 X 4 HFSPFSIUdlSTD '
BRACING
TOP CHORD Sheathed II 119 1 _lll~a, except -
2'Cl.o oc purfins (3-1j.() m.x.):3-5. .
BOT CHORD' Rigld ceDing dlredly epplod or 'O.Q.Q oc bracing:
REA,cnONS
Oblslze) ,2-1 '83lMlohanlcel. 6-118310-5-8
Max Harz 2-27(IOOd ca.. 3)
~ax Uplift2--1760oad ~e 5), 8-175(l08d CBae 5)
FOR'.::ES (lb). MaXimUm CcmpresslonlMaxlmum Tension. .
TOP CHORD 1-2=0/14.2-3-' 739/235. 3-4~20351314, 4-5-20351314. 5-6-1739/235,6-7'0114
BOT CHORD 2-11.-16511543.1o.ll~lll411540. 11-10-15211540,8'9'-'5211540, 6-8=153'1543
WEES a-l1'-32/234, 3-10o.Q5Ill68, 4-10-523/55, S-'00.Q5I668. 5-8=-3,21234
Noms ,
1) U,.balanced roof IJva Ioad9 t'!.a..,e been con8ldered for thIadeeign.
2) Tl',IIlr\lss has been doslgned kJrllle win. loads gene,,"e. by 60 mph winds el25 nabeva ground level, using 7.0 psflOp cherd
de.ad load and 1.0 plfbottoqt chord dead ~ 1QQ n1 from hurricane oceanl1ne. on an occupancy category ~ ~tion I
enolo.ed building. of dimensions 4S ft by 24 ft willi axpo.ure B ABCE 7-93 per UBC97/ANSI95 Wend _ Of ..ntllev'lll extol
. U,ley are exposOd to wlnd. If porche! exlst,they 8,., exposed to wind.. The lumber OOL Increase 1$ 1.33. and the pials grip
Increase Is 1.33 .
3) Pro':rvIdo adequate 'drainage to prevent water pordng.
4) This lr\ll' has been d..l~ned for a 10.0 pal bellom chord Dveload noncencurrant,,;1I1 any oilier nveload. per Table Ne. 18-8.
UEIQ.97. '" ,
5) R,ferto gfrder(l) tor1ru.a<<> Irusa ooi1nec1lons. '
, 6) PnlVlde mllchanlcai connection (by Olllers) ollJuss 10 boarlng plate capable ofwllhstandlng 1751b uplift aljolnl 2 .nd 1751b
uplftaljolnl8. , , '
LOAl:I CASE(SI 'Slandanl
'IEXPIAATlON DAn;; 12/31'~:
IJAN 2 22004
l _~
A'WAIlNING - VERIFY DESIGN PAIlAMmRS AND ~ All NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE U$I;.
, , ,
Deslgl ",old fa U!l8 only W1trl MTek connocltn. 11'lfS ~ II bosea cn.,upon poranttel1 no,*,,\ ondls tor m hc:t.t:1Ja ~g ..woo ..._...,.. Ie be \nst0led and boded
vertically, AQ::ilooblIty ot design poranettnl end proper "'''__''''.)1''1 01 componBnl b feJponsblDy Qf buUng designer. not-tNa design... ftodng shown.. tor latGtd
IUpJ?a1:Of IndtYIduc:f _b rnemb.,. onl\': A.cIcIIl!ond tempcilQ"( btoct1g to rnslA'8 dcblity dUlrQ construc1cll'1 !t th. l.ponst~Uy o11tle erector. _ MdlIIonaI permanent
b'o:::tn'lotlwoY"roI drUC;fuIWI,lhe .w.'. wi Yolth6buk:1ngdeslgner. Folgenerdgutfmcl reQQ'dlng .__.____.L4dtYconfroL ~ delv&ly, erectbncrd
. I:rcdn,~ 00I'\9.Jt QS:I'..sa QuoIly !londOI'd, DSH9!rodng $pe;Ulcaflon. end HlB-91 Hc..dlng hsIalt"lg and Broclng Recqmmonda!ion avClI~ll,ftom TIUQ Plate lnItitute.
~O'Cnotr!oD1vtl.~lsol\W1.\3719. . . . . . . '
.A
, theTRUSSco.
. BUIlDDfQ SUPP1.T INC.
OCT oa 2004 12:27PM
HP LASERJET 3200
p.6
Jail
T....
Truss Type
CAL HIP
aly' Ply
HaylIenlsa_BJSS
\lA,GEWP<lOB A2
Till Truss Co., Sumner VA/E~gene OR
,
_}atJ R~ference ~!n
, 1.20080cl212003 Mrr"'n<lUSIn"", Jnc. noUJan 22 15:12:222004 'P8go 1
, ,
~''''''l
"....
9-1o.tS
1-10-15.
,....
4-'.1
'18-.1.1.-
4-1.1
, 2&.4.0
1010.15"
~ '
o
ScIII-,1:50'o
4.lcl0~
.
..00[12
2x411
5
1<
f
, I
i
, :
,','~'.
...' ~.
..
2x4 II
'1t
3.11;,,:;
,.
...=
o
""'II
'all ~
"'=
7..:"1
7.... '
Plate Oft90ts lX.VI: 12:O.:Z-4.0.0..2l ji:'"*fJ.2..4_0-0_:i!1
14.0-0
...:e
l..... ,.....
..... 7oS.e
OEfL _ In (lee) Udeft lid PLAla GRIP
Vert(llf 0,16 6-a '999 360 MI120 185/'48
Vert(11.) 0.09 4 ::.0315 100
Ho<Z(TI.) 0.08' 8 n/a nla
LCACING(psf)
TC U 25.0
TC DL 8,0
BClL 0.0
BC'OI. 7.0
'SPACING 2~
Pbtsa Increase 1 . 15
lumber Increase 1.15
J Rep Sttesa mer YES'
Code UBC97fANSI95
- CSI
TC 0.63
BC 0.69
WB 0.42,
(Mab1x)
Wefghl: 104 Ib
" LUMBER
rc,p CHORD 2 X 4 HF No.2.
"JCITCHORD 2X4HFNo.2' ,
, 'WI"BS 2 X 4 HFSPF SludISTD
BRACING
TOP CHOR.o
BOT CHORD
Sh8iUhed~'f! r.:::- ......:: ~.except
2.0.000 pur6no(3-6-10 max.t. 3-6.
RIgid celllng'dlreelly applied or 10~ oc bracing. '
'RIiACTIONS Oil/size) BnI13B/l).l;.,!1.2'1221IMachsnJc81
M;x Horz2a47(toad case') .
MOll Upllfta--1BSOoad..sa 5). 2~223(1oad caSB 5)
-FORCES (Ib). Maximum C.......................A.taxImum Tension
TCP CHORD, 1-2-on9, Z-3=-2041/384. 3-4'.elllO. 3-13~2154147a, &-n~21$l141a. &-14~2160147S.1I-14~215414n.
1I-7n.ll81O,8-8_ .. .
BC'T CHORO 2-1Zn.289/172t, ll-1Z=-Z88I1119,lo.I1-28111728.1l-10~287/1728. 8-9=-28711130
"WI,B5 , 3-12-38/262, 3.1I-12onll2: &-11=-4751e8. 8-11-.1171698, ~11Z64
NC'la:
1) IJnbalaneod roof Dve loads have been conslder9Cl for this design.
2) Thla tNSS hea been designad forlhe wind loads generated by 80 mph winds at 25 ft above ground lavel. UB:ng 1.0 psftop chord
11e;d load and 7.0 psfbottom chOnl dead load, 100 ml tram hunicane oceantine. on all occupancy category ~ condition I
','nelosed building, of dImonsJons 45 ft tly 24 ft lNilll exposure B ASCE 1-93 per UBC91IANSI95 K end ver1lcals or cantilev.... exist
, they 81'0 exposed to wind. If porches exlsl, they are exposed to wlild. Thlt Iwnber DOL lncrease II 1.33; 'and the plata grtp
Increase Is' 1.33 .
3) 1'<OVI!le adequ8te dtaln8ge 10 prevo.t water poncllng. ,
41 TIlls trusslIae been designod far. 10.0 p.1 botlom cliOi'd IIvO load nonconcurrent willi Bny other live loade perTallle No, 111-B,
IJBC-97. '
If 1~.ler 10 9Irdll1{B) for truSolo truss oomacllOns.
6) 1'<OVId<I mech.nlcal connecllon (by others) of truss 10 bearing plate capeble oI_ndlng',1951b uplift 81jolntl and 2231b
npllftet joint Z.
LOr.D CASEIS) Standard
lEXPIRATlON DATE: 12/31 ''\4'
'JAti 2. 2 Z004 ,
,*
A WARNING - VERIFY DESIGN PARAMEllORS AND READ All NOlES ON !HIS AND TRiJss DRAWING NOlES BEfoRE USE. ,
Ce1I,'nvald for use'onlY'" MTek ....:................ lhlt <:I';" IS CC$8O o:ty lPM" .. ; _ ; . G'lQv.n, md Is t:x an'lndMducl bulIdtlg component to bO ~ O'ld loaded
wrt!(.:oly, AppIIcobIIJIy d dadgn . ."" , ,., crd propel' ~0ICtI00 of __...._.... ,: Is IlKPOmibltty of b\tdlng daslgrw. not truss desIgt'lec. BrOdng shoo.-.n II for latwal
SUPJ:l.:xf 0' /ndIvtduoI web mernben:x"ltr. AcXlIfkrlcl.. ,... ~ _ . broclng 10 nute r.abllly <l.mg ccntru:::ron Is 1M ...~ 01 'he .&reclor.. AdcIt~ peimooent
eroe,no of 1M c;,.'orof atruet~ 11 !he I8SponsIJIIIfy Of the txJIIdr\Q duoncr. For gerBfCll ~ t8QordInCi rcb1catlon. quoltv CQflIrQl, dorage. delMs.y, erD6non and
t:roe:nv. consult ~,.a8QucItyStandc:td. DSa-09Blachg ~t100n0n. ond HJ&-91 HondrIg Ir1!fcavald Broclng ..._...........~......~....., ovaIable from ll"USI?late Insl\Me.
~~ C,'OnobIc C~e. Madlson, W15J7\9. .
A
the ....\I.:lSco.
. . BUIlDING SOPPLllNC.
OCT 08 2004 12:28PM
HP LASERJET 3200
p.?
Job
T....
'Tnssa Typo
C"'-HIP
Cty
Ply
Hayden (S~gewoodB)SS.
SAG,EWOOOa
~
"
Thi, Truss Co.. Sumner _VA I Eugene bA-.
, ' ,
Job RetBnmcs (ootbnaI\
.5.200 s Oct 21 2OO.iMITe:k IndustrieS. Inc. Thu Jan 22 15:12:2,62004 page 1
,
,..1.0.0. Do1o.,& '''''"'' 18-1.1 :mo.o. ~
--J ,.... 6-10.16 4.1-1 "-1-' g..1D-1~ ,....
ScII'-1:SO,5
4x10 \\ . ,
.3~4 2>0411
e.oo[12 a
1;'
,
l " '11
. < i
.
" 2 .. ...
~'C:::::" .-
..:as = 13 '.. 11 '0 ....=
2>0411 ""'= 3xS= 2M, II
,.... ".0.0 ",..... 2.....
7..... ..... ..... ,....
PI". 01flletBlX. Y1: 12:o-1.()'D-:"=~'J8:o-,.().o.o.2'. --
LO~DING (psi) SPACiI'lG 2'()-o CSI DEFt. In Qoc) Vdefl 1..1<1' PLATES GRIP
TClt 25.0 Plate. nero... 1.15 TC 0.62 VortlLL) .0.15 12 >999 ' 360 'MU20 185/1018
TC[IL 8.0 ..lumber InCl"883e 1.15 ac 0.85 .. VenlTl.) .0.25 4 ::0108 180,
BelL 0.0 .!, Rap Slre$S Ina' YES WB 0....2 Heri(R) 0.08 . nla nIa
BCDL 7.0 Cod. UBC911ANBI95 (Matrix) , Woight,1051b
. IMBER ,
))I'CHORD 2X4HFNo.2
-IsO,. CHORD 2 X4 HF No.2
WE:lS 2X4 HFBPF Stud/STD,
BRACING
TOP CHORD Sheathed 1I\Il: .. '" ....~. ..,..... ....pt
2-0-0 OC purims (3-5-1,3 """'~ U.
BOT CHORQ RIgid coiling dil8Clly oppllod or 10.()-O OC br8dng.
RE.O.cllONS (lblsIz8) 2=121U1Mocl1anlc:aJ, 8.,21910-5-8
Max Horz2J:134(JClad CD" 4) .
MIX Upllft2-222(loed .... 51. ll-222(laad ca.. 5)
FOR,CES ~b) ~ M,;xImum COmpresslonIMaxlmum Tension '. . .'
TOF'CHDRD 1-2-0/29, 2-)o.2037f.l83. __O,,3-I4=-21~814", 5-14'-2154/474. S-15~21541474. 5-15:-2148/474,
5-7~610. e-s=-2Q37f.l83. 8-9-0129 ". '
B01'CHORD 2-13--27411117; 12-13=-274/1715. 11~12~2B8I1715, llHl'.28811715. a-'0-255/1717
WEllS 3-I:Jo-38I2e2, 3-12-11e1100, 5-12-'47$'89. 5-12=-118"00, 5-10~3ll12e2 '
NOlES
I) Unboiencedroaf I"" load. haWl been considered lor !his dMlgn., '
2} T,'\I!I truss haa been desfgned for_the wind toads generatad' by 80 mphwind8 at 25.ft aboveground levet. uelng 7.0 psftop chord.
d.'ad load and 7.0 j>sf,bohom cl10rd dead load; 100 rri lrom Iwn1c:ano oc:eanBn.. on an occupancy categOtyI, oondltion I '
endo.od building. of dlm....lona 4S ft by 24 ft wfth _sure B ASCE '-93 per UBC97/AN519S W ond ver1Jcals or cantIlevars ex1s1
. "eya.. exposod to wtnd. Irpordl......\ they""'.xposed towtnd. ThelumbotDOll_ i. 1.33, and the plalagr1p
Increase Is 1.33
3) Piovlde a"equate dralnag. to Prevent walar pondIng.
4) Ti,I. inlo. hu beon deolgnod lor e 10.0 pot bottom chord live load nonconauront wt!h any other live ,loads per Table N<t. 15-B.
' UBc;.e7. ,
. ,5)Rifortoglt<ler(.)forlNsetolr1laeconnd"".. ,
, 6) P;1)VIde mec:henical connection (by othlll8) ofinlss to boar1ng plate capable olwlthstandlng 222 III upl)llal joint 2 and 222 III
upllftaljoint8.
LOAD eASElS! BlandOI'd
~T10"'OATE: 12l31/a-1
IJAN 2 2 ZOM
( ..
. A WARNING ~ 'VERIfY DESIGN PARAMElfRS AND IiEAo All NOIB.ON THIS AND IR\JSS DRAWING NOlI! BEFORE USE..
. OoIigrlVdd loru:se~ wilh M1Tekcol'r'lOCtch. nl/sde!lgnllbasedorwupon; ~ M' ,_,; &howl\. ald IefOl'on h:lvldual Wttng .0 ' ...._" .10 tie lnstol16d cnd.1oad&d
vertb-.y. AppiC(XlIItyofcte8gnparan".IIOndpr()pec. .:,.. .... "olcomponunlli IGlpond:llllyotbuldro designer -not tTun de8gner. &oeIrlg8l'lown II fof II:rtorO .
lUPPO:1 of ndI'lk:1lCl1 web rnemben orty, Addltlonol . ......_", _,,' bfaChg to Inu9 5ft;:dlty dumg constl'Uctb, II the ~Iy of the erectOL' Addlllonaf Pei'mCJ1enl' .
brocIng 01 the al<<cllstructure Is Ihe ~bDIlyct 1M bttIdIng dosIgner. Fct goncJraI gUdOllCe regardIr:g fdJrlcallcn. ~lty cQrllJoI, ltorogG, dolvery:, erection and
broclng.eonUIQSt~BQudltySIandad.OSH981oclng.:.,..__._~.., O1dJ.i[8.91HondinglnsfDl!ngondBrOC:hg...,~. ,. '- .:Jat:on~.IromTruslsPlatllt'lS1lMe. .
5&3 D'(:Inofrlo Ortve. MadIa<in. 'Nt 63119. .
Lt1
theTRUSSco.
..tJ'lI.DINGlUJI'PIZ.wc.
OCT 08 2004 12:28PM HP LASERJET 3200
JOt, Tro.. .! Truss Type
SAllEwoooa P:3' leAL H~
Th,8 Tru:ss Co., Sumner VA I Eugene OR
..1oC-a. ..,.... 1t~1l).1.!5 1M;,
.J ,~.. "'D-5 ~10 4-Z-2
.....
p.8
QIy
Ply
Hayden (SagewoodB)SS
Jab Reftnnc:e (o~.!'81\
5.~ S Ocl: 21 2003 MfTek b1dLlStr1Qs,. me. Thu Jan Z2 15;1~:27 2004 Page 1
"1.1.1t
~10
,"""
..,....
8ceJeIl1:5D.1
....11
,
n
'~
'x
12
"'" II
11
3<8=
100
3>05=
""'=
'.
214 \\
",,"=
'5-003 11..!-8
!-lh'l .....
PI... 011_ IX. Yl: ~o-l"'lHl-2I, [7:0-103,0-0-2'
'"""
&.1-0'
22.11.12
.....
.......
s....
LOADING (ps1)
TCll. 25.0
TCllL 8.0
BCLL 0.11
BCI)L 7.0 .. '
SPACING 2.lHl
Plate:> Increa.. 1.15
Lumberlncrease 1.15
.. Rap Streas Incr YES
. coo. ueCllTIANSI05
CSt '
TC 0.55
BC 0.53
we 0.30
(Slmlll1ll.d)
DEFL'
V.rt(lL)
V.rt(TLl
HM(TL)
'iii
-0.10
-0.20
0.07
(loC) ,Udoft
8-0 >999
8-9 ::lOg 99
7 nlo
Ud
380
180
nla
PLATES, GRIP
M020 la5l148
W.igh': 1141b
,..':.;.JI.BER
': j 'I' CHORD 2 X 4 HF,No.2 '
, ..;.o'r CHORD 2 X 4 HF No.2,
WE,B$ 2 X 4 HFSPF StullJSTD
BRACING
TOP CHORD 'Sheathed"';' - , :...lIXC8pI
2-0-0 De purtlns (4-1-211l8ll.Y. 4-0."
BOT CHORDRlgJd calling dll9Ctly applied or 10.0-0 oc bracing.
REI,\cnONS (lb/llze) 7=110:ucJ.5.a, z,,1183/Mechanlcal
Max Harz2=S3(loa. e.se 4) ,
Max UpOft7~149(1oad cas. 5), 2~175Voo. .... 5}
FOnCES (Jb) - MlDdmum CcmpreaatDlUNaxlmum Tenaton
Tal' CHORD 1-2=0/'4. 2-3.,8341254, ~.'415122ll, 4_'2781232, S-S=-IMl51220,O.7=.la34/254
Bo'r CHORD. 2.12-100/1825,11-12='1781188', 10'11~10911251. 9-10~109/1251. 8.0~17511581, 703.,1lO11625
WEBS ' '3::11.a-3B6J7a. ....11.-66/293. 5-11-1291'93, 5-ll~741323. 6-9=-412180,3-12=-301221.8-8.301221
NO'IES
Ill1nbalanced roof IIv. loa.. have been ......Idenid for lIlb d..lgn,
21 This tru.. hi. been designed for the wind Ioadl generated by ao mph wlnd1 at 25 ft abqve ground level, u.1ng 7,0 p81 top chprd
dud load end 7.0 pat bottom cnord dead road. 100 m! 1rDm hun1cane oceanllno,.on an occupancy catsgory I, condition I
enclosad b1lIldIng, ofdlmenllons 45 ft by 24 ftwlll1oxpooun> B ASCe 7-03 per UBC97/ANSIll5 n .nd v.rtIcaJsorcan'U...rs ..181
, Ittoy a... ..pos.d to wind. f po~.. eJCIst, they '1'. expoaed 10 wh;d. Th. o.mbor DOL In...... I. 1,33. and lI1a plate 9~P ,
Ir'lcreaae Is ~.33 . .
3) Frovld. adequa1. drolnago to p""","' waler pending. , ,
4) ThI. Iniss hal'b..n designed for a 10,0 plfbottom chord Uve loa. ,_'...,..Jrront with eny otherllva loads porTable No. 18-8,
UBC.Q7.
5) ~alar to glrd.~.) for truse to trus. connoc;llon..
8) F,roYIde mechanJcal connocllon (by oth....) of !ru..lo baalti1g plalo capablo of _I'.ndlng 1491b upll~ otjaln' T and 1751b
u plltl.' join' 2-
LO'D CASE(S)' Standard
lEXPlRAl10N DATE: 12(3' ()I
'JAN 22 2004
.
, ,
A )~ARNING - VERIFY IJ~~~",M~.&NO RWl AU: ~~THIS ANDl11USS DAAWlNG Nom; BEFORE USE. Lf1
De:llr..>Yd'd Iou:. orl-/w11h MITokcorvwctcn..lhbdes9lbbc:Mdcny~ ".........w.....II'CI""l, and bforCll'f1r1dM:i.Q txJd~'r." ... .,,:to b, ~a!ed0"lc:l1oa:illd
vetllo_:fV. .-............._., ofdesSgl\..__.......,~cndPfCP8l'~,__......_.w"oI<:omoon.ntlsl9sponsfbQyof bUktnQ ~-nottn.=d8sIonttr. Bnxr.g~isfoflotefCll . .
wppc_d otlnclvldl..d....b memben only, Ad:mJnol, _, ......., brocklg 10 Insu8 Itcblry dI.rtO consfrvcllcn b the rasponsbllry or tf'e~. Addllb'Q permanent
brQClng ofltlea"e,alatJuctuv IS tile -,~. .".,;-Yollt18bAcfMg~. FofQOtWd guldQ"1C8 reQordlngfobtlcClOdt\, q.dtvccnfrt!\. domge.d8lNery. erectIonc:'rld th~......". -"'co. .'
brcdi~ consUtQ3T"8QualtYS1Clnclord,~llrochg .l,o~_i__)n.<n::IHlB-91 Hordlng Rfallhg andBra::lng Recc:mnendallonovcDablef!t:m l'russPlarelnsll1ute. 'IC" _~
sa3D'OnofrIoOrfo/t.MadIsor\,W16371Q. . 1IstnU:lIHGlSUPI'1.TlNC.
OCT 08 2004 12:28PM
HP LASERJET 3200
p.s
JO,b TnJat
SP;GEWOODB A3A
,
-'n.,. TrUl!II CO'I~umner 'VA I Eugene OR
tl\l.. TYJle
p;y- H._ I_B)SS . I
Jab RelQrence 1o~al)
b.lUU S Uc.: 21 ~UU:.iMITek Inclustnei, fne. ThuJan 22 15:12:29 2004 page 1
Qty
CAlHIP
....;/1
.-1.().Q
,......
B-1Q.l!
8-10.:1
11.10-1.9 '
6-0-10
16-1..1
4-2.2
2M.tt
5-<>-'0
,.....
II-'~
1""4
,..."
SalI..1::SO.6
5x5~ .
-ball
,
n
"
,~
1
"
2>4/f
12
3xlI=
1110
3x5=
301=
.
"""
~
4><S=
BIt
o
1I.11
~'"
11.,,>^.
,......
11-,-0
21.11.12
..,;..
,.....
.....
~ .....
Plate OffSets (X-V): r2:0':'1-3.Q...O-2\ 17:0-1-8.0.0(7).
-1- -
LllADtNG (pst) SPAcING 2~
TeLL 25.0 _ ..crease' 1.15
T(:DL 8.0 Lumber Increase 1.16
BelL 0.0 ' Rap SlnIe. mer YES
BC;DL 7.0 . i Code UBC97/ANSI95
"', UIMBER
) }lP CHORD 2 X ~ HF No.2
L,4llT CHORD 2 X 4 HF No.2 .
W,EBS 2 X 4 HFSPF StudlSTO
CSI
TC '0.55
BC 0,53
WB 0.30
(SjrOpoflad)
OEfl.
Vert(l.L)
Vert(TL)
Hor<(Tl.)
in ~oe)
-0.'0 9-10
-0.20 9-'0
0.07 7
Vdeft Lid
>999 3tl0
>999 '80
nla nla
PLATES GRIP
MU20 185/148
Weight: 115lb
BRACING
TOP CHORD Sheathed _: , , . .. .. ,~, oxcapl
2-0.0 oe pur1ins (4-1.2 max.): 4-6.
BOT CHORD Rigid ceiling d1lllCl1y aPlllled or 10.0-0 oc bracing.
'RIOAcnONS
,
(Iblslze) 2.' 1831Mechanlca~ 7a11631ll-H
U.. Horz2-40l\Oad ea.e 4)
U.. UPWa.1750ead, case 5J, 7a-175~oad case 5)
"F(IRCES Ob). Maximum Com""",slonJUa><IlTlllm Tension
TOP CHORD \-2=0114,2......,8341254, 3-4=.14151229, 4-5~12761232, 5-lj~1405l229, 6.7=-18341254. 7-11=0114
BOT CHORD' 2-13=-'nl1625, 12-13-'6211581. 11-12--93/1251,10.1 ';"93/1251, 9-1O'~15911581. M=.17411625
WEBS 3,12=-396176, 4-12=-6e1293, 5-12=-12611a3, 5.10~741323. 6.10'=-412180, 3-13=.=21, 6-ll=-301221
NOTES
, fUnbalanced roof five loads have been considered for this design.. .
2) this t",.. hae been designed I... the wind l08dag.neraled by80 mph w1n5s at 25 ft above fj10und Ieve~ USing 7,0 psflDp chonl
dead load and 7.p pst bottom.chord dead load, 100 mI rrom hun1cane ocsanllne, 00 an occupancy category I, condition I
,enclosed buDdIng, 01 d1menal"". 46 ft by 24 ft wt\h exposure a ASCE 7-93 per UBC971ANS195 II ei1d vertical. or cant1l....'" exisl
, theyar. ellQOSod to wind. K QOld1es exfst, they are exposed to wind. The lumber DOl.I,creasels 1.33. end the plate grip
InCntssuls 1.33 . .
3} Provide adequate dralnage to prwant water pending.
4} .Thls truas has been desIgned tor a 10.0 pst bottom d1crd live load nonconcurrent with any other live loads per Table No. 16-8,
,UB~7. '
5) Rarer to glrde~e)forlJUss to I.... oonnedlons.
8) Provide mechanlcal ... , ~.;C_n (byoth""') ol1ru.e to bearing plate capable of wfthB1andlngl751b up/III at jOint 2 and 175/b
uplift at jcInl7. ' ,
LCAD CASE(S) SIBndaid
!EXPIRATIoN DATE; 12/31/0
'JAN 2 22004
',~
AI WARNING - YER,IfY DESIGN PAIlAME1tRSANO REAo ALL NOTES ON'THIS AND TRUSS ORA WING NOTES 8EfORE lISE." ,
DMJgn \IQId tor use only wI1h f.lTek >>. .c _ _,.." TNs dHOi I! based only upon paan6ters shown. ord Is tor en n::tvIduci bl.Jl:tng componen11O be In!loled and boded
vertf.cdy. AppIc:JblIIy ofdeslgr\...., . ." on<l prop9l'lncOlpClfClflOl'1 of component Il. .~""w'~'-"', Of bUI::1ng ~~ noth\.SI designee. Ilrcdng shcrio." Is I'Qr Icteral
I\.RXlrt Dr IncI\1dUOI web A"Iembers on/V. Addltlona tesrPorav braehg fl:llnsure dab/llfy du'ng construcllon Is the ~ of !he ereclor. Addmonol ,.. ',.. ,. ,.'.
~.:tng 01 "', D\'8l'cl JtrucTl.H Is the '....... ".-_,lty of the buldngdasiQner. For genemI guida1ca reoan:tlQ fabllcat1on. Qualty controt stOC'og&. delveI}'. erection and
~~~~~~M-S8 Qua/fy SltII"lCbd. CSa.&9 Brock'Ig $peclllcallon. Old tiHl Htl'"dnQ nsfalng ondBraclnoJ Rec'.........n':." avalol::*J from TMI f1of8InStllute.
_~JvtlU"""""1YVo odI3a\.ltVI63719. . .
~
theTRU'SSco.
. BOILDIHGI SUJlPI:f JNC.
OCT 08 2004 12:29PM
HP LASERJET 3200
p" 10
JQ6 TRIA
T1u.. Type
QIy Ply He""n ,;, " .. ..:)S$ I
S . In.g Re-"'lo~
5.200 e Oct 21 2003 MlTek ndUStries.lnc. Thu.lan 2215:12:312004 Pag:e 1
SAGJEWOODB A4
"' J"h~1 Truss co.. 8umnar 'VA I EuQW!O o~
RooP TRUSS
"
J
:'-<>-~
1004
""
""
'4-<>-0
7.....
".....
7.....
',.....
~
1""'i .
'-0<>
.,w,,=
ScaleD1A1,
.
~
,",xli:;:;;
12 13
3lo4=
. ,
'""~
h4=
4~=
.....,
....,
Plaia Offsets IX. Yl: 12:0-0.12,9-<I-Z1.'_,6:o.o..12.().{)..21
111.1.1!
~,.
......
....,
LO'DING (psi)
TCl.L 25.0
TCCIL 8.0
aCLL 0.0
BCtlL 7.0
SPACING 2-lJ.O
Platu lneraa.89 1.15 .
. Lumber Increase 1.15
.f Rep Stress loa YES
Code UBC97/AN$196
CSI
TC 0.58
BC 0.68
we 0.47
(Ma1rix)
DEFL
Vart(U.)
ven(T1.)
Hoa(TL)
In ~oc)
0.55 1<1-1'
~.5D 1<1-11
0.08 6
Vden
>506
>060
nJa
Lid'
360
180
nIa
PLATES GRIP
MII2D 165/188
Walght: 1091b
.'-'~W'BER
'. F'CHORD 2X4 I:lF No.2
, - 01' CHORD 2 X4 HF No.2
WEllS '2 X 4 HFSPF SludISTD
BRACING
TOP CHORD
BOT CHORD
Shea1lled...: . '" ..
Rigid celllrtgdlnlctlyappllod <<7-10.2 oc brmng. Exl:ept
1 Row at mldpt '1<1-1t
RE.4C11ONS (IbIelza) 20123810-5-3. 8=12~
Max Horz2=47~oad casa 4)
,Max UpDfl2=-308(Ioad caeeS), 6"-307(load case 51
FORCES ~b)- Maximum CCmp....lonJMaxImum Tension ..
TOP CHORD 1-2=IlI2ll. 2-3--20841689, ;\-4ao16001832, 4-50-18001835. lHlo-20641591 , 6-7=0/26
BOl CHORD 2.12"-451/1773.12.13=-319/1226,9-13-:119/1226,6-9-31911226, _"5311773, 10-11=-119/66
WEllS 3-12o.43llJ5O. 1'-12=-1991!i70. 4-11"-309/640. 4-100-313/863, 6.10=-2031570. H=-438/50
NOTES '
1) U1balanced'roof l1ve loads have been considered tor this design. .'
2) TIlla trun has bean deslgnad for !he wind Ioaob generated by 80 mph wind. at 25 n abova ground _. using 8.0 psi top chord
dc.ad IoacI and7.Q psi bottom chord dead load, 1:ro mI from humcano ocean6ne, on an occupancy category I, concItIon I
end.Sed bulldlng, of dlmanalOns 45 n by 24 ft wilh elCpO$llI9 B ASCE 7-93 per UBC97/ANSI95 ff end verUcaJa or cantU..e,. e><lst
, hey Ill8 e"""eed to wind., r POrth.. lllCIa~'1hey Ill8 elCpO$ad 10 wind. Thalumber DOL ,ncroaae Is 1,33, end lI\e plata grip ,
imrease Is 1.33
3) TInelJUss has been dealgn8ct fer d 10,0 pal bottom chon! Dv8lcad nonconcumlllt wilh any other Ilveloeda par Table No. 16-8,
UIIC-97. ,
4) Provide mechenk:al connection (by 0Cha,.) of truaa to beartng p1ete capable 01 wIlhatendlng 306 Ib upllht joint 2 and 307 Ib
.U~lInBtJoint6. .
LO~) CASE(S) S1andan:t
I EXPIRATION DATE: 12/31/0<l1l
JAN 2 2 Z004
i..,l-
A ~~NING - VERIFY DESIGN PARAMETERS AIIO READ AU Nq1a ON T1i1S AHD IR~SS DRAWING NOm BEFORE ~IE. ~
Deign'VClId ter use oriy with Mrelr: cOmedOl1.'Trlls d8Sgnll baled orl;" ~ paametld ~ Old II fer an hdMcWClI bUlcMg ccmponerd 10 bo lnsta1ed Md Iood.d
\/er1Ico_ly. ~cablllyo1deolgn,.., .', " ',MdptOper.,'-......_.._..or,~...,..__....~bIltyOlbul.d:i'1gd"'gf'l8l'_notlrussc__. BltJcIrlQaho'wnllforlcterQ - .
aJppolj (JllndM:::luci .....eb me~ my. Ad::C\oncf lempororv brodng to Insure Itc:lllty cU1r\g coMtrucHen Is the r&pOf)Siblily fA Iho erector. AddUlonol permOflGnt
bl:oclnu or the OYMJIIllnJcture Is the re.ponsalty of the tu'ldlnQ dtslQner. For geMl'oI gtAdorco leggr~ fttJrIcolbn. CJdV control. ~orOCl'. delIwty, erection CIl'ld the...... ..~-CO.
bto~~ cON\it QST-68Q.ra11y Stcndord. OSB-S98rQcIng~pedl'cotlon. oncI HIHI t-iClna'lOiJ nkJIIng CI'ldSrac:tlg RBCOmmlndot1onavc5clje trom TI\JSI Plott lns:lIMe. ..._
&a~notrIOC1Ne.Madba1. VtI6.1719. . .amLDSNGSUPPLTIMC.' .
OCT 08 2004 12:29PM
HP LASER JET 3200
p.ll
Job
SA(,eWOOoa
"Truq
QIy
Ply
Hayden(SBglWOOd~)SS
6
r"" Type
ROOF muss
3
. _ Job Reference toetkJnaI\
5.cJO e oct 21 2003 MITek l1du.trte., Inc. Thu Jan 22 15:12:33 2004 Pag, 1
. nm ~nJSSCO., sumnerWAJ Eugene OR
J
..t-l).().
1....
&.MQ
6-3-10
1....0
~
,.....
~
,.....
8-3-10 .
....=
&:ab-l:3S.lI
.
j
1.oofi2
.
.~~~
...=
.
7
""'=
""""
'o.o.<l
- --
DEFI. In ~oc) Vdeft LJd
Vert(U) -0.21 2-1 >878 36(1
Vert(TL) -0.46 2-1 >507 t80
Horz(TL) 0.03 ' 6 nI. nla
'~ g
...=
'''''''
,.....
LOJIDIIlG (psli
Tetl 25.0
TClll. a.a
BCI.L 0.0
BCI,ll. 1.0
SPACING 2-0-0
PI....InClU.. 1.1S
Lu~1ncrease 1.15
Rsp Snss bier YES
.. Code ueC97/ANS195
csr
TC 0.42
BC 0.93
we 0.30
, (Slmplliled)
PLATES, GRIP,
MI120 185114a
Weight 67 Ib
LU~'IBER
, .TOI' CHORD 2 X 4 HF No.2
) 1". CHORD 2 X 4 HF No.2
...Jl',lS 2 X 4 HFSPF _STD
IlAAClNG
TOP CHORD
BOT CHORD
Sheathed QO.A.Q.(' , "
Rigid coiling directly applied or 10.0.0 00 melno. '
Ob/sIze) 6'7821O-5-3,2=llll3IQ.5-3
Max Horz 2=48(1oad case 4)
Max Upllft_B~oad case 5), 2=-109(loed case 5)
'FO~l:ES, (!b)-Maximum ConiPlBSSlonIMaximum Tension
lOf' CHORD t-2z()J14, 2-30-11101109, 3-40-8471128. 4-5=-8471126, 5-ll=.1t101109
eol' CHORD 2-7"-651983, 6.7~B3
WEllS, 3.7~297/43. 4-7~99I5OB, 5-1-.201143
~,~C11ONS
NOlES
1) Unbalanced roof live loads have been...,.' _~, ~Hor 'hl. design. ' ,
2) Ti'lfs truss has been designed for the wind loads generated by 80 mph winds at 25 ft above.ground 18veI, using 6.0 psftop chord
dl'iad load and 7.0 psfbattom cliorddead load, 100 rol from humcahe oceanllne. on an OcaJpancy categocyl, concfllon I
811dosed building, of dimensiOns 45 It by 2.4 II with expOIUI'8 B ASeE 7-Q3 per UBC97/ANSI:95 If end vertlcats or cantilevers exist
, they ere exposed 10 wind. if porches exist, they are e;cposed to wind. The lumber 001. Increaso Is 1.33, and the plata grtp .
in'crease i8 1.33 '
3) "'19 truss has been designed for a 10.0 PsfbCIUOm d1on1llv.load nonconcurrent with any other IivB loads per Table ,No. 16-8,
UBc-Bl. ' .' ,
4) Pi'ovld~ mechanical connection (by oIhe",) ofttuss 10 boonn9 plate capable ofwilltslanding ae Ib upUft atjoln16 end 1091b uplift
al'lolnl2. ' ' ,
LOA,O CASE(S) S1andard '
'EXPIRATION DATE: 12/31/1J4
'JAN 2 2 2004
\/...',
l ..
A Y/AllNI NG - VERIFY DESIGN PAllAMmRS AND READ All NOlES ON THIS AND 11lUSS ORAW1NG NOlES BEFORE USE. ~
Oe.dgrt' \lold fer UlIV only 'Mth M1Jok COMeclen. IN, dl!l.slgnb based ~ ~n pc;Iorneter$ ShoWn, and b fot an hCMOxII bUIIdlr'Q _~. ....._,...." TO De 1n$l'OItd end boded . , " ,
vvrtJcc'ay. ~ty ofdeslf}n POtOmlrlen.a"1d proper ~,__..._,_..Xl of~nert Ii ~ or b.MnQ deslgrer-not In.Bideslgnc Bro:;.t1g shown fs lor lo1era
IUQpQl,t or lnc:IMdlJaI web member$ only. Addllc:lna ttmp010ry bi'cx:ltIg to Il'l!U'B 51ab1ty durhg conld'nJe1cn b the rmpol16bllity of the tfeetCl(.. Addltlonol pel'rT'IOnwll
bradn~ of h OIIefal dructure b the re:ponsAjlity of fhO buI~ oe,Ign.r, For genera gtAd:nce regordlng ._,.._.... '_ QLdIy c::nfroL staOOe. delvery, <<&eIJon and the "A' . ~ ~CO.
bra::tn1. camit QSr-83 Quertv SfO'IdGrd, DSB-a9 8r0Ulg Speclncotlon, end HB--91 H:JndIinQ hstalhg end IIrcrJng Rl5OOI'M'el"ldOn cwca:lable.lrom TIUU PIote institute, ...__
583D'()noCr!ODrlVfl,MocIson.'M6J71Q. . .IUnDDlGIStl'PPtYINCl.
OCT 08 2004 12:29PM
HP LASERJET 3200
Ply
Ha_<Segewaoda)ss
p.12
Job'
Tru..
Trull Type
Qty
SAGEWOOOa al
ROQ' 1!lUS5
e" 1 .
Jeb Rat'erence ~Ol!.Oonan.. .
5.;Wo S 0<:1.21 2003 MfTel< IndUStries. Inc. Thu.lan 2215:12:352004 Page 1
TlUl Truss co.. Sumner 'VAl Eugene OR
J
..1~.
1..,..
......
3-ll-B
....'0
&3-'0
,""""'
.....
4l4='
.
",
~
....[12
2
:~~~
:lQ~
a
...=
"""..
,..,..
DEFL ,In Qoc) VdofI Ud
Ver1(lL) .()27 HI >878 360
Ver1(Tl.) .().4a 2..!1 >507 180
Hon:(T1.) 0.03 8 nIll . nla
'""""'
l""""'
SPACING 2'()'{)
Plate. In",""", 1.15
Lumber Inaeaae 1. tS
Rep Stres.1na YES
. Coda UBC971ANSI95
CSI
TC 0.42
ac 0.95
WB 0.3C
(SImpDfied)
LOI.otNG (pst)
TCl.L 25.0
TCllL 8,0
BClL 0,0
BellL 7.0
LUllaER
... TOP CHORD 2 X'4 HF No.2
'I ,.,' CHORD2X4HF No.2
J ~S 2 X 4 HFSPF Studl5TD
aRAClNG
TOP CHORD '
BOT CHORD
Shealhed _' ,
Rigid calling directly applied or 1ll.{).{) oc bracing.
IlEJ,cTlONS Pblslm) 2_3.1).6.8. B:8~-6..!I
Max Hon:2"-34(1oad case 5) ,
Max U[lIIft2~109(load ca.e 5~ 6=-109(1oad case 5)
FOF":Ces (Ib). Maximum Compn:lsslonlMaxlmum Tension
TO!,' CHORD, 1-2=C1/14, 2-3=,11101109, :M=..!i471128. 4-5=,847/128. 5-8~1 1 101t09, 6-7=0114
B01' CHORD 2..!1=-491983, a..!l=-49/983 '
WElS. 3..!I=-297143,4..!1=-9QJ506, 5-8~297/43
NOTES
" Unbalanced roof m loads have been con.ldeisd for this dss'gn. ,
2} Tills INsahes been d..lgned for the wind Io8ds generated bioBO mph winds sl25 n abovs ground lavel, using 8.0 psflop aheld
d>adload and 7.D pOfboBom cI10nl daad load. 100 m1lrom hurrlcana ocaanDne. on an occupancycalegOfyJ. ocndition J
8.\closed building, of dimensions 45 ft by 24 ftwllh exposuro B ASCE 7-93 per UBC97/ANSI95 "end verUcals or cantl1evere exist
, '!ley.no lllIpClOOd to wind. W porcI1.. exIa~ they am axposed to wind. Thalumber DOL 1_ Is 1.33, and the plats grip
Ir.creas8 Is 1.33 . .
3) Tnlslruss has bee. designed lor a 10.D psi bottom chord tvelaad nonconcunanl with any other Ilve loads per T.bIo No. 18-8.
UBc;.g7.
4) ProvId. mechanical connoctlon-(by othoro) of IN.. to bsaring plats capable of withstanding 1091b uplift ellolnt 2 and 109 Ib
ul:JDftatJolntS. '.
LOA,D CAlIE(SI Slandanl
, """.0
. 21..Q.{)J
,....
SaIIo-U8.5
&3-'0
~a
, -~~
3><S=
PLATES GRIP
MJI20 la5l14l1
Weight: B9 Ib
I r;xPIRATION01.iE: 12/31/1 041
. 'JAN 2 2 2004
l .,
'A WARNING - VERIFY DESIGN PAilAMElERS AND READ AlL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORI! US!!,
ong:l vQId tor VI' onIy....m, MIJek fOOmedOn. n'* duignll baled only upon Paanetetl shCJWn.'(J'ld II for Q1 IncIYldual tuldng _......... ,...... to be htall;d end boded
~r1lcr:_1Iy. ApI=ICQblltyor<l~pooJol\lt1lNSCJ'ldpropDl'n::o:porollonol~..... Jb;t~tvdbut:rtlgdllslgn"'~notltussd.agrw. Broc:::IrQltlawnlstor.lctera.
qJpO_rt ot IndvlclJor web membetI orIy. AcdrIonaI hI'nporav bradng to Inue dabIIIty cumg constn..lCtlonls h responslDllty pi tha IMlclor. Md:UlOnol permanent
bmcl:g oI1he ov.roI slNdure b tM relPONbllty or fhe buIIchg deign... Fa gen,ra gtjdancl I8QCIdlrg fobfIootlon. ('fJoIlty control. s1oroge. delvelY. l,.alon and
braeti;. corwA Q$T-M QJoIf'yStonda'tL D5H9 &oal;S... _ ~.""'" and HB41 Hcn:mrg IlUtcI1ng c;ncf BrocngRec........~. ._......, ova:Iablt from Tn..ls Rote mtItute.
M3 D'l)notlo 0'Mk t.b:fson. WI ~719. .
4
theTRUSSco.
& BVD.DIH(J IUPPLT me.
OCT 08 2004 12:30PM
HP LASERJET 3200
ITN"T)'PO
ROOF TRUSS '
Joh Trull
Hayden (S8.lIewuodB~
p.13
~~
SA'::iEWOODB BWE
n,e TNaa Co., Sumner HAl Eugene OR
Job Reference (ootlonal\:
. 5.200 a oct2'f2ii>J MITek Industries. inc. Thu Jan Z215:1.2:312004 Page'
.J
..1..0.0:
,.....
""'"
,1~
'''''''
'0-0.0
315=
; 21.0.0-1
,....
8c:aIe:-1:35.D
10
Stud 18" O.c. From LsftTo Right
s
S.llO(1f
E'~~'t
c'-"-.....'z
'E:r13
'0 I
,n I
. I
.
j
s~8
5//
4 7g--- tna' In;
'I
~ =n
3
~ n,
':
l 0 ' ::J ,:j-----'fl ,J fJ 1lO1,J,
'V~I
....=
{],----'8
@J ~l
, '0
~,
:~:~:::::::::~::::::::::::::::::::::::::::::::.:::::::::::::::::::::::::::::::::~::::::::::::
ij~
,.
~~I!
. 3xS=
lQlUllNG (pan
TCLL 25.0
'TCOL a.o
8Cll 0.0,
BCOL 7.0
""'"
--- """"
CS' OEfl In (lee) Vd.n lid PLATES GRIP
TC 0.09 Veo1(LLI oIa n1a 999 MU20 185/148
8C 0.05 V8I1(TL) 0.00, 17 >ll9ll 180
we 0.04 Hon(1'LI 0.00 18 oIa ilia
(MalJtx) Welght 921b'
SPACING 24{)
P~.In........ 1.16
Lumber Increase 1.15
R.p Slresa Iocr NO
. COde UBC97/ANS195
!
LUIIiIBER
TOPCHORD 2X4 HF No.2
-, ') OTCHORD 2X4HFNo.2
~fHERS' 2 X 4 HF S'ud
8RACING
TOP, CHORD
BOT CHORD
Sheathed .. i ,., 'J T l' "s.
Rigid cellloO ilIrecl1y 8PpQllCIor 1~ oc bracing.
)lEoICTlONS
Oblslza) 2,,74120-0-0. 18-174J204{), 2901a91204{),28-7412O.Q.0, 27"1412~, za,.'05/2O.Q.(),
25"0812~, 24'10112~. 2300101120.0-0, 22=108f20.0-o, 21-105120-0.0..20=114120-0.0,
19=7-412Q~. 10-189120-0-0
Max HalZ2=-34{Ioad ClISQ 3) ".
Max UpDft2--4iload cas. 5~ lB=-40oad case 51. 2ll=-2(load case 41. 1!F-2(load case 3)
Mex G'n2=174(load ca..l~ 10'17400ad case I), 29=la900sd case 8), 21l=74(101od cas. B~ 27"140oad cas. 01,
20'1,05(1oad ..sel), 25=1100C>8d,caseO),.24,'010oad..sel), 2Jal0l0osd ...e 1), 22."O(1oad....
7). 21'1050oad case 1~ 2O=114goad cas. 7~ 19=74(1oad case n 18=1811(load.... 71
FOIlCES Ob). Maximum Compl1lSSlorilMaximum T,,",1otI
Tal' CHORO 1.2aOl2ll, 2,3=-61/33, 3,<Io-3B125, 4-5L28/36, 5-6-.J0/46, 0-7L30157. 7-8"-30189, H=-28182, lI-10'-28IlI2,
10.11L30/6a, 11-12=-301S2, 12-1Ja.30137, 13-14=-2B122: 14-16=-3811,.,5-1_,133, 10-17>00/26
BO-r CHORD 2-29'0153, 29~0/53, 27-28a0J53, 26-27=0153, 25-28=0153, 24-25=0153, 23-2400153, 22,23=0153, 2,.22=0153,
2O-21=Dr.l3, 1~=0I53.18.19=0153, 16.1a=DI53, .
WE.BS 3-29L149114, 4-26-66112, 5-27~12, 6-20=-87/12, 7-20=-91/17, 6-24=-83/0, 1ll-23=-83/0, 11-22L9'/17,
12-21=-87112, 13-20=-92/12, 14-19~12. 15-10=-149114 '
NCTrtiS
1) I..lnbaJancsd roof live loads have been considered for IhIs design.
21 Trusa deslgn.d Iw wind Iood. 10 the plan. of the \nIss ooly, For sM. exposed Ie wlnd (normal 10 Il1e la..~ s.. MIT.k
-j3tandard Gable End Delair .
3) AD pteto. ore 2x4 MU20 uole.. ollMorwlae Il1dlcalod. "
4) ~"al. IOqUrsa conllouoU8 bollom cIlonj be8ri1g. I ExPlRA110N DATE: 12131 104. r
5) ~aal. .tuds spaced all-4-0 co., ,
0) ThlslNse has aeeo deslgnod for. 10_0 psf bollom chord live load nooconculT8rrt with aoyolherlYeloads perTable No.11l-11,
7) ~~~:'m.ch.oIca1 coon8C1lon (byolhers)dlnl8s 10 bsarlrcl plato _ oflMlhstandlng 4 iaupllft al)ol~ 2. 4 III upllft81jOlnl 'JAN, 2 2 2004
,.j. 21b upllft81jclrrt 20 and 21b uplift .'10InI10.
LO~D CASE(S) Stand.rd
..
--
A WARNING" VERIFY DesIGN PARAMErm AND READ AU NOTES ON THIS AND TRuss DRAWING NOm BEFORE USE,
Oe$Q:,vald ta use OtIlywllh M1rakt....~.._.~_.~,_ TtPdGsIgIls bCD8d Clf1Iyupon..., _, '.' _ RlOWll. QOdl$fct OOh::f..4c1Jatldargcomponenf to be t"IJQJed ond~
\I'8lt1o_"". Aj:Iplooblny ofdftgn..~, _,. .. _ andpropartlCCllpOlOl1on or .~'''''_' ._.,' IS rl$POf1d:l11ty oIbUldlrgdeigner-nof1n.os desQl.... IIt<IGhg WlO'Mn ilia kltoral .
I\.S)pc.rt or trdIvldual web m<<nbef. ONy. AdlSltIa'IaI .... ..... _, .I:lroct'o to Insure 'fClbllfy d.Idng con5trucffon b tho ~ of thl 6fectot. Addlllonol permon.nt
bmdt.IQ of the 0'11..011 stnJcknl II the teIpOl"d:iIty of1ho td::InQ~. For QI!It'lCltU guldcrlc:e 19'iIadI:"Q fabR::allon. ~ conIrtIl. storoco.~, erectlan md .
bracing. cotlSlAtQST-8&QuolItySloncard. OSB-89Broct\Q t... _.~.'_. . on::tHB-91 Haldh;t Imtc6'lgCl'lCl ~~'.._.n.~.._._._.. !:2YOI:2blefrcmTlUSIiPlal:elnstllUte.
~O'cnotl1oDrt\le.ModIsor\.W153719. .'
Lt1
theTRUSSco,
. .IIUII.DlHQSUPPLYINC.
OCT 09 2004 12:30PM
HP LASERJET 3200
p.14
Jab
.Truss
QIy
Ply-Hayden (Sag8W1lOClB)SS
TIUSIType
5I'.GEWOODB
CGE
ROOF TRUSS
11.19 TN98 CO., Sumner VA I Eugene OR
. Jab Refem:nCill/o.P.fb~
. 5.:lOO s Dc 212003 MiTek InduStttes.. Ine. ThU Jan 22 15:~2;40 2004 Pa~ I
o
.,....
,"'"
~
~
,""'..
Stud 16" O.Co&om Left To Right ..
1,~ ~
''''''
Sca/e-1au"
... n
. 7
.~
&.00[12 2M II B "" II
,~/"", '111 .fl .
~ ~ ~'
~' . I.
~O 0 0 ..{) C 0 ~~'1
."-J
~= 2J411 2M II 2x411 2d1l 2ll:41l:zx.t1l w=
,
.
.
lelADlNG (pSn
Teu 25.D
Te:oL 8,0
BGll 0.0
BGOl 7.0
SPACING 2.().(J
Plates Incnl... 1.15
lumberlncrease 1.15
Rap StreS8 Incr NO
. Code UBC97/ANSI9S
CSI
TC C.17
BC 0.10
WB 0.05
(Malrix)
,..... ),
,.....
OEFl In (Ioc) Vd.fl Ud PLATES GRIP
Ve<t(ll) nla nla 999 MII20 '851148
V.I1(Tl) 0.01 11 >999 lBO
Ho<Z(Tl) 0.00 10 nla nla
Weight 49 Ib
uJMBER '
TOP CHORD 2 X 4 HF No.2
". \ '(IT CHORD 2 X 4 HF No,2
.vniERS 2 X 4 HF Stud
BRACING
TOP CHORD
BOTCHORO
Shealhed...1 I I "dl...
Rlgfd oeIIIng dlraClly appl!<>d or to-O-O OC bracing.
, Rt~ONS,' (lb/slze) 2=17ol/':l.(J.(J.10=20lIl:l.(J.().17=18SI13-0.(), 16=75113-0-0, 15='09Il~.14=115113-0-0.13=21113-0-0, 12=287/13-0'()
. . Max Hon:2=23(1oad.... 4) ,
, Max Upl1fl2=.12{1oad.... 5), 1o-~(1oad case 5t 16=~(load caso 5),13~70.od case 31
Max Grav2=174(1oad caso t).10=201Qoad cas. It 17=lBll(load cas. B), 16=76(lood ce..,), 160113{1oadcese 6), 14-115{1oad caso"), 13=2400ad case
.n 12'287Qoed case 1) ,
Fe RCeS (Ib). Maximum CompresalonIMaxlmum Ton.lon
TCoP CHORO 1.200/2B, 2.3=-51/33. 3-4--38/30, _.28/42, ~29/49. 6-7..2lII3B. H~2215O. 8-ll=-51I3B,ll-I_llI51,
lll-lloM8 ' ,
BelT CHORD 2-17=0137, 16.11;e0/31.15-1l3=-0131, 14-15=00137,13-14=0/31, 12-13="0/37, 1()a12-0J31
WI:B5 3-17-149114, ....1_.5. 5.1_316. 7-14=-89/0. 6-1J-WIO, ~12=-217122
NC,TES
1) iJnbalanced roof Uveloads have been 'consldered tor Ihls design. .
2) Truss designed for wind loads in ttle plane 01 the truss only. For studs eKpoBed to wind (normal to the face). S88 Mirek
"standard Gable End DBIalI"
3) '3able requires conllnulXlS bollom chonl bearing.
4) !3able Btl:da spaced all-4-o OC.
5) 'Olls truss ties been designed for a 10.0 pst bOttom chord Uve!oad nonconcurrent wtlh any other live loads per Table No. 18-9,
IJBC-97. " . ,
8) Provide mechonlcal connec8on (by others) 0' 11U.. III bearing plale capablo of wIlhsland1ng 12 Ib uplift 01 )0"" 2, 81b llllDfl al joint
10, 41b, uplift atjo/nt 18 ond 71b UIliifl at Joill 13.
lO,AD CASElSI S1andanl
!EXPIRATlON DAiE; 12t31/t4,
'JAN Z Z lOO~
.
" ,
it ',WARNING - VERIFY DESIGN PARAMEIERS AND REAe All NOlES ON' litIS AND TRUSS DRAWING NOlES BEroRllBE,
~~''" wild taU&!) orJy-..AIhWtkconneCtorl. Thb.~ Isbcsed antyiJpan.... w.~,'.", . s!l0'W0. anab torCllnct.ndl..d tlJIdtlQ COI'l"POf'llWU to bolnstcledmd Ioodad
V8l'f1C,my. Ap:lllcctJlltyot~..~,., ,.., ,.CIldptq]W.._-............)ftotconponentl!.lI~of~g~.nOttrua:loGgner. BroclngatownllfQIlotetQ.
lilC)p:::rt oIlncMdIJOl wlIbmernberlr:ri(. Adcl1lcno1.., ro.... bfac.hg folnll.ultat:llllyClJmg conshvctlonblhe 18IpallIlbIDy Dflheerectot. Addlflonal t' "'.,,~, .,,'
l:ln::Ic:lng ofltleov9l'ol dlllC1l.sels thi ,.cnslblItyOffMbulcfng dG:GQn1r. Forgenercl QUldoncI"QCI'~faM::atJOI\ qud./ty,co"llJoL ~ dellllery. erectlonQ'ld
bracing. conslJ1 QSHI8 QualtyStOl"ldad. DS&-89 Bracho SpeclfIcatIon, en::! H&.91 HonoIng "lItcdngalCl8."OC1ng l?8..w.....w....._.w.. ~ from TwP1at9 hIItlft.
583.C,'Onof'IIo o.t.... ModIson. WI 53119.
4-
theTRUSSco.
6: BUILDING JVPIlLY INC.
OCT 08 2004 12:30PM
HP LASERJET 3200
p.15
Jot
TtuJI
TAlaI Type
'OV-P1~
H._(S_alSS
SA(;EWOOOB CGR
Th,9 TNU CO:" Sumner YA' Eugene OR
ROOF TRUSS
2 . ' ,
. Job 0__'. ~. roolbnall
5.200 G Oct 21 2003 MiTek Industr1ei. Inc. l11u Jan 22 15:12:42 2004 Page 1
'0'
-,....
,"'"
:".tj'U\
...."
.....,
l\.".n
,.....
3-1Q.(1
3-",,,
2-&0
....\1
8c;I.-1Z.7
.
~
8.OD[W
.
j
":\..1o.a
:).1000
, Plals OffSetS IX. yt f:Z:0-4~J)..'..1:~I.'.. [6~lo-1-151
.oM
2""
LJ [in e
" . 12 7 13 "
tOdO"= THD2e ""'II lHC20 . THD21! .ua =
lHC20
,.... .'"""
2..." 3-10<1
-
OEFl In pee) Vdeft LId FLATES GRIP
Vel1(lL) -C.06 8 >999 360 MII20 1851148
Vel1(TL) -C.l0 7-8 >999 190
Horz(TL) 0.02 a nIa nt.
Weight 120 Itl,
BRACING
TOP CHORD Sheathedoo-4-- .
BOT CHORD Rigid ceiling dlreclly.1'Phd or 10-0.0 oc btadng.
nn
iln
10
-
.
..."
-
LO~.llfNG (psl)
TCll 25.0
TCCOl. 9,0
Bell 0.0
BCtt. 7.0
SPAaNG 2-C-o
Plates Increase 1.15
, lllllber Increase 1.15
':!lop S....s Incr NO
'~Code UBC97/AN$195
CSI
TC 0,33
BC 0.39
we 0.71
(Matrix'
.~ IINBER
'1'0: CHORD 2 X 4 HF No.2 '
_;..11' CHORD 2 X 6 OF 2400F 2.0E
WEllS 2 X 4 HFSPF SludISTO 'Except"
, W32X4HFSlUd,
REA,CTlONS Pblolm) 8=411ll2JQ-q-B. 2=2598fO.ll-8
lAw< Horz2=3900ad case 4)
lAw< UpDft8=-4490oad ca.o 5), 2-30 I (load cas. 5)
FOR~E9 (Ib)- /.1s>Cimum CailpressIon/Ma>Cimum T.nslon
TOP CHORD 1-2=llr33, 2~9501545, 3.....5271524. 4-60-45291524, H0-82441894
aOTCHORD 2-10=-454/43:12, 9-10=-454/4332, 9.1,...5414332, 8-11"-454/4332, 8-12=-5al1155OS, 7-12"-598/5508,
7-13~8, 13-1~5S08. 8-14-s&eiS508 '
WE8S 3-9="'13,13.3-8-:181/55, ....-44313788. 5-8~tat5t220, IP-200I1699
NOTI'll ,
1) 2-i~y Iruso to b. connoded toG.ther with 1 ad Common(.148"lC3j Nalls ss lollows:
Tep chords conneded a8 (oII~ 2 X 4 & 1 row at O~~ DC.
Bc',tlom chords connected 16 follovva: 2 X e. 2 R)IN8 Bt ()..4.() oc.
Wotbs cannect8d as follows: 2 X -4 ~ 1 rr:1N at 0-9-0 oc.
2)AlII.a~a ,'" con,ld.red equaIy sppfiodto all plies, oxcspl If noted as front (F) .r_ (B)laee In tIls lOAD CASE(S) seclIon.
P11'toplyc< ,. ,-'. .. he.ob.enpmvldedto d_only load. noted s, (F'Dr(B~ _ otholWlselndlcalol1
3) Unba/aneocf roof live _ have been consIdefed for this design. . ,
4) ThIs buss has been ~esIgnod 1or1llo wind IoSd. gsn.mled by 80 mph wind. at 25 ft aboYo ground _. using 6,0 pal Il1P chonl
de ad load and 7.0 psI botlan chord _lead, 100 mt 'rom nun1cane ....nlln., .n an occupancy calogoly I, condition I
"":Ios.~ bu~d1ng, 0I!...... ..:. . 45 ft by 24 ftwith llXp<>8Uro B ASCE 7.g3 """UaCU7/ANSIll5Ifoncl .."ticals or_m...... ....,
,!toysre_sed to wind. J polOhss ...s~ they.... exposed to wtnd. The lumb.r DOllnoroase Is 1,33, and tIl. pIatogrfp l,""""IRA...."..,QATE: 12/311441'
Incl'8ase Is 1.33 . ~ III""'''
5) Th"'ruso hes boon designed 1qr.,0.0 p.'bolIom eh.rd IiYe load nonocncurrentwitll anyoth.rllve Iood. po, Tabls No. 18.a. '
~~ ' 'A 0'
8) F.ovId. r'nodlanlcaloonnllCtiOn (by.1heis)oItrvaa.. _g pl.l.copabl. oIwllhstandlng 440 Ib uplift .tjolnt8 and 301 Ib J N 2 2 '20 ,.
_~_2, , , ,
7) U... USP'1li028 (With )6d naIIa Into Girder & HMO i1aIJ, Into Truso) or squlvaJ.nt spaced 012-o.o.c Il1lIX. staltlng at tHl-O'
'ro," tholoft'.nd to 12-0.0 to conoocllrusa(.,) a (I ply 2 X 4 HF) to front laco of botlom ch.rd.
0\ FBI an nali holes wherB hanger fa In 'contact 'oMth lumber.
I,. ''':j,~~ 3-10d cir3-12d conimon wire fOO.nall..
'il,. W.'RNING - VERIFY DESIGN PARAMElERS AND iEAD' All NOiEs ON THIS AND TRUSS DRAWING NOlES BEFORIi USE. 'Lt1'
Codg,; l'Ol1d tot US8 ClNvwllh MIrek COf1IMloC:1tn lhb~ ,b ba:lBd orI'Iupon pon:meIerssho\\.n, and Is Tor 00 IndMc:1Ia blJdIng eompll"e"t to be......aIed auj lood&d
verlIcaU,. AppIicabIltyofdtlSV'l~:lcrdpopet~,__........_..Ofccmponentl$'''.''.''_'''J ol~gd.~.nottrua:l~, Broct'lglhow"llSfaloteral
aJPport_Of hCM:tuol web m8rtElerJootf. .A.dcIfi:Y\lj f~ bfOehg to nuo dobllltyC1Jrtrqconshuctlal b rl'Ml lespon;bIltyot tti. WGdtlf. AtSdlUcnc:f i'" .'.' .
broct'Q of me OV8fOlIltnJcture Is ~ ~ c:J D'Ia buIc6lg dOcIgner. For gen<<ol glAdonce regcndlng tobrSoarion. ~ty co."lIrol s1otooe,. c:>>twfv. er8CTlon a1d
broei"Q """""QS/-,l'Qually-o.DS8-Il9_Spoo"","cn.aldHlB-9,___ ""-""'<lllocomrnenool1o __ T""'..... ~"""'" theu..u~co.
&JD'Ol,lO~OtW6.Ma:IsOn.W1S3n9. . . . . .~svPPLYINC.
OCT 08 2004 ~2:3tPM
HP LASERJET 3200
p.16
Jot.l
TN..
Trusa Type
ROOF :mUSS
Qty
Ply
Hayden (5811.....dBlSl!
~
SA'~EWOOOB CGR
,Tn,e Truss CO., 8um~r VAl Eugene dR
. 2 Jab Refl!tnee (.~!,an
5.~OO. Oct 21 2003 MITek Industnes, Inc. ll1u Jan 22 15;t2:,43 2004 Page 2
:,
: ('AD CASE(S) Standard
. J Regular. lumberlnc:ntasa-l.15. Plal.lncreas...l.15
'-../ UnIform LOad. (Pll)
VIlf1: 1-4a.llB, _. 2~;-14
C.", ~ ",~.d loads Qb)
, VIlf1: 9-140{F) IlF-15(F) 11-2053(FJ 12'.1102(F) 1:\;.1132{FI'4-"02{F)
.r
j)
)
" ':A" WARNING - VERIFY D!.lIGN PARAMmRS AND Il&AD All. NOlES ON lH15 AND 1RUSS DRAWING NOm mOllE use,
Ocl!1:mVOlld fa" JIlt ori(w11h MlTekccnn.:::tOfS. lhII<*Ign"" ~ ONyuponpacmef8l1&hc'.7'1wn"ondlsforcntKlvklualbl6:lrg _~ ....4.._: rc be IlsIaleda'd loaded
VlrII,eoIIy. ~pII=obitvc1d..gnpaQ'M;eISClndpoper Incapotallooot.....,'.........." II responsfbltyof ~ CIQgner.not'iussdeslQnll'. ero~ mwnlllot bt8fOl .
~)QCfoln:M:b::JI'olW8bmambel1r;,rt(. AddIllOnc:g" \..'~ 1,'l:Io:tlotonuestal:illtvdurhgccntruclonlSlt]e~ofth..,.ctot..\ddItfona. -.,.
mx.:lngollhe~ltrucfur9blhG "'f"- "'~"" oIlhlI~dagner. FaQlW'lfl'oIoAdanco~fd::dcotIcnqualtyoontr:ll..rtwog..~,erecTIonood
brat*'o, consl.CtQST-8SQ"altystQ"ldc:r.1 OS8-69l1roc1ng!pedt\catlOr\ ondHB-911-krodllng InIfoIIrQCl'\dBrc:ll2lgb...., '.,'. .._.:on~b~ tun TruaPbtelNtlfule,
M3 -)'Qnolrlo 0l'M. Madbon. WI 53719. .
~
, theTRUSSco.
.lIID1DD(G smrPLJ' Df'C.
p.17
Clty
Haydon 1_)55
Ply
1
_ J.bR.~_I'~
5.200 s Ocl2, 2003 MlTek JndUSlltes. Ine. Tbu.lan 22 15:'2:44 2004' Page 1
""'"
04<l
"'.0
"1-0.(1
ScaIlta1:1U
l
;,
~
. ~
1
3>14=
LO/ICING IpsO
TCLL 25.0
TClIL 8.0
BCI.L 0.0
BCllL 7.0
SPACING 2-0-0
ptates Increase 1.15
Lumber,lna9ase 1.16
Rep SInlss Incr NO
',.Code UBC971ANSI96
.
CSI
TC 0."
BC o.oa
WB D.04
(SlmpDfled)
... " ""=
..."
.....
-- - -
OEFL in Qae) Udell Ud PLATES GRIP
Vert(LL) ilia . nta ~gg MII2O' 185/148
Vertln) -0.00 5 >999 180
Horz(lI.) 0,00 4 nla nla
WeIglIt191b
LUAtBER
..'. TOI' CHORD 2 X 4 HF NO.2
"j '.'CHORD 2X4 HF No.2
...:::-,liERS 2 X,4 HF Siud
BRACING
. TOP CHORO Sheathed SIll egg 11. J' T
BOT CHORD RIgld cenlng di"eClIy epplled ...,l).()-Q 00 bracing.
IlEIICTlONS Oblslml 2=197184O, ....,9716-0-0. 8=2,9/6-0-0
Max Horz2.13~oadcase 4)
Max Upllft2=.'1 Ooad cas~ 5). 4=-11(1oad casa S)
FOFICES (Ib). Milxlmum CompouaslonJMaxlmum Tension
TOF' CHORD 1-2=0/14,2.3-23117, 3-4-231'5, 4-0=0114
BO;,CHORD 2-8=0/21.4-l!oOI21
WE 3S 3-8'., nlO
. NorES ,
1) Unbalanced roo'llw loads have be8n considered fo,thIs design.
2) 1"rusa designed for wind loads in the plane ofth!!llruSs only. For sruas exposed to wind (normal to the face}, see M1Tek
.l>lendard Gable End Detail"
. 3) G:8ble roqulres oontlnuous bottom chord bearing.
4) G.able etude "spaced at 1.04-000.
5) Thlslrusa has bBen designed for a 10.0 pst boltom chord Uveload nonconcutT1!ntwflh any other live loads~r Table No. lH1.
UBC.97. "'.
6) Provide mechanical connection (by 0111...) of Iruss to bearing plat. capable of WIlhs1and1ng 111b uplia al joint 2 and 1 fib uplift
aljofnt4.
LO~D CASE(S) Standard
IEl(PIAA~ON OATE: 12(S1 (~ ~
'JAN 2 2 l004
I
j . ,
, I . . _ . . .
A \/lARNING - VERIfY DESIGN PA9AM~RS AND lEAD All NOTES ON !HIS AND 1I1USS DRAWING NOTES BEFORE USE.,
Dedgl" vafkj fa use Ol1y wtth Mlfek __ _.........__ ThIs design Is bcud orly uJxlrrpl2anol911 WoW1'\- a"ld Ii forcn hdIvIdJci b.iIdIng cc:rTIponent 10 be nst~ O'\d loaded
wwft:':2IIv. Appllcobllly of.dMlg'l~crten aidpqxw In::.,,".. ~...._of componentls rosponsl!:lil1y Olbl.tU:lIng de:llgner-not'rusa de&lglel'. llradng ~n llforlofercl .
IVPp(rt of ndIvfdual ~ me~ a1Iy. McIllonal htmporary broc:fng 10 hue sfobllty dullng conr!nJetlal1l th9 responsblllty of tho oi&cloJ.. Addttlonolperrric:nent
bJoct.IQ of tn. overollltJuclure.the ....... . "-,,, I d 1M bUIdhg designer. FQrgenerol ~onco ~ 1obrtcallOl'\ qo.dty central. storage. 'dellwry. lH8C'I)l)n ana
twoc"lg. consult QSJ-as Quality SfandQ'O, ~9 8tac1ng SpecJlcatbn, md HIB-91 H::rdllI'Q tnstnDng and erocng R9com. ".... ........... omIIaJt8 from 1russ Rote ntlI1.It..
1583D'0n0IlloDit{$.MocbmWl53719... . . .
4.
theTRt1SSco.
6- BUU.J)IN(J BOPPL1' me.
OCT OB 2004 12:31PM
HP LASERJET 3200
p.18
.101.'
SA'1EWOOOB
T....
. Tl\I..Type
Oty . Ply
Hayden (S8gawggdBJ:SS
OGR
ROOF .TRUSS
n,e Truss Co., :?umner VA / Eugene OR .
Job ReterMr.lt footlDn;zl\
5.:..1xJ S 001212003 Mffek Indu3tr;e.;, lnc. Thu Jan 221~12;4520Q4 Page 1
-...J
""'"
,~
.....,
340
'7.4.0
''''''
4d;;
SaH"":14.1
2
l
.,
.
..llO[j2
nn
o
3
n n
~
~
4 ~
-,
.
52M II
NaJed
7
""=
"'=
"""
340
""..
.....
LOADING (psi)
TCU. 25.0
TCDL 8.0'
BCU. 0.0
BCOL 7.0
SPACING 2-0-0
Plates Incnoase 1.15
Lumber """".... t.t5
Rep'SIroos Ina NO
. C.de UBC9nANS~5
tSI
TC ,0,17
ac 0.16
wa 0.06
(Matrix)
DEFL .
Vert(lLJ
v.rt(TlJ
Horz(TL)
In
.(l.CO
0.D1
0.00
000) Udefl
5 >999
4 >9\lB
3' nI.
LId
300
180
nIa
PLAlES GRIP
MI120 ;851146
Weight 22 Ib
LUlIIBER
.. rop CHORD 2 X 4 HF No.2
") ,OTCHORD 2X6HF No.2
. .J.)ESS 2X4HPSIud
BRACOIG
'TOP CHORD
BOT CHORD
Sheathed _"" ,...
Rigid ceiling direciJy applied or 10-0-0 oc braclrg.
(lbJaIm) 11113321O-&-813110408Jl).5.8
Max Horz 1=-28poad caSH 3) '.
Mal' Upf1nl-340oad case 5), ~2(1Oad case 5)
fORCES' (Ib) - Moxllnum C.", . .,...>nI!.laxlmum Tenelon
TOP CHORD 1.2--421149, 2.30-4381S2, 3~3
BOT CHORD HI--31343, H"-6I343,IH'-6I343, 3-7"-6i343
WEBS 2-6--34J206 '
~E,ACTlONS
NOlES (7)
1) IJnbalanced AXlf ive loads have been conslderud for this dGsJgn.
2) 'rIl.. Iniss h.. be.n deslgned'f.r the wind loads Generaled by 80 mp~, wind. .t 25 ft abovo ground I.vel, using 8.0 pst t.p chord
dead load and 7.0 psfbottom chOrd dead loUd, 100 mI from hurrfcana ocaanllna; on enoc:upancy category" candlUon I
c'Jndoaed b'Jlldlng, 01 dlmenslons 45 It by 24 ft with exposure B ASCE 7~3 por UBC97fANSI95 If end vertlcaJs 01' canUlevera exist .
: thay .... exposed 10 wi'tO. W'porchoa exist, th.y aM exposed to Mnd. TIl.lumber OOL Increa.. Ie 1.33, and the plat. gnp
Irterealtl Is 1.33 .
3) This iruss has been desiQned for 810.0 pst bottom chord live load .............,......J~nt with any other ltve'bad& per Table No. 16-8.
lJac;.g7, '
4) P.oYld. _nleal connactlon (bYoth...) ofllUs.1e b09nng pial. capable of wlthslBndil'4l341b upllftaljoinl1 and 521b uplift
~~3. ' ,
5) 'Naled" ""'Icate. 3-1Od.r 3-12d comllD'1wte '......1... "
5) "!h' LOAD CASE(S) oactIon.load. eppIIed 10 the face ofthalnJ...re noted.. front (F)or back (6). '
7) .rusa A2 InIats.clIng along the botIom cll.rd Ie be connected with USP MSH29ll plyl2x8, f.now USP installation " I 04
ioocmm.ndalfa1sf.rhangorconnecUcn. ' I EXPIRATION OATE: 12/,~
LO.Ul CASE(S) Slandard'
f) flagular. L1lmber1n.......1.15, P1atelncre.....1.15
llnifonn Loads (pIf) .. '
Vert 1-~6. 2-4"'-66,1-3=-1'
GoncentratBd Loads l]b)
. V.rt 6=-14C(f) 7"'78(f)
JAN 22 2004
).
.Ii WARNING - VERIFY DESIGN PARAMETERS AND READ AU NemS ON TIllS AND TRUSS DRAWING NOTe BEFORl; USE.
DoPl" 'o'OId 1ct\l3OonIy'Olfth J.;IT",~. . _". '_ TtUdmfI1\ls bcl:s8c2aty uoon .~, ., ,.., II'lO'Af\ CI"ld bformn:::lvldl.db.6:Ang _..... .,,~,,' IobelNtohd and boded
vertklCllY. A....~__...... otd8slgn .~'., .", CI'1dpropgr~..~._~..of ..".. 0 ,,:b.tespond:1ltyOlt:llJldngdeslgner.nortn.,a,.,.g"IOf. 8mclngatlownlslalatertJl.
lUPP,:xt d lndMd\.aI web f'l'\Of1\bea odt: Adcfrtloolot lerr.xwav btoc:hg to Inn... rtocIJIy lUng constnJclla1 b tt..l'8Spa'1SIbIlfy ollhe er9doI. AddltlOl'lCll pema"tet'\t
broc.ng of the overal struen.nb 1tle _-...~ 0.'-"0 '" , otlhe buI:Ing dOllgner. Fot QIlf'lIIfU Q\AdonC4I regO'd-.g :..:...:.....:._.~ qJOIIIy coil1roL storo'Je. delv8IY. erection O'ld
tmcng. cons~1 QST-88 QualtySlondorQ. DSB-aQ ~ ~lIeoflon. cn::IKB-91 "'Q"IdJog hsIaIng and 8lochg ""'.....................:!n(M]iktiJ'rom 11\S3 Platelnl1ltufu.
683t..~Ollve.MoCI$Or\Wl~119. .
Al'
theTRUSScO.
. Jnn1.DDl'G SUPPLY INC.
OCT 08 2004 12:31PM
HP LASERJET 3200
Ply
Hayden (SagewoodB)SS
p.19
Job
TN"
T_ Type
ROOF TRUSS
SMEWOOOB
J'
Diy
2
T,1B Tn.ma Co., Sumner .'1111.1 Eugene OR
Job Reference lootlonall
6.200 s Oc IDii03MiTek In_i, ine. Thu Ja,n 22 16:,12:47 2004 Page 1
."!
t.1.o.o;'
,~
f~1n..."
3-,1>3
600[12'
.....
.....
'0.0<1
'..0.0
J
:k'4~.
)
, 2
j~~
~=
I
~
.....
.....
.
~
Sc8II-I:30.7
~
~'
PLATES 'GRIP
MII20 '86/,48
WADING (pel)
TlU 25,0
mOL B.O
BGLL 0.0
BGDL 7.0
SPACING, ' 2-0-0
Pial.. IllCI9ase 1.,5
Lumber InCllla.e 1,'8
Rep Slresa Incr YES
. Code UBC97/ANS195
CSI
TC 0.56
ac 0.29
WB 0.00
(Malrbc)
DEfL
Vert(LL),
V8fI(1t)
Horz(TL)
In (too)
.(J.07 2-7
0.13 1
.(J.QO 0
VdeII
>999
>109
nta
Ud
380
180
n/a
LLIMBER
TClP CHORD 2 X 4 HF No.2
'..") (IT CHORD 2X4 HFNo,2
j.) "
Welght 271b
BRACING
TOP CHORD Sh..lIled, , ; ; , _..._ 'h
BOT CHORD Rigid ceUl"ll directly appUed or 1Q.(J.(J DC b~
R1iACTlONS
~b1.Iz.) 0-127/Medlanlcal, 2>03' 7J0.5.8, 7a401Mechanlcal, 3=3'01ll-2-8. 5c259iU-2-8
Me. Horz2=155(Joad...e 4)" , '. " '
Max UpIltte~21~oad case 4~ 2'.2(1oad case 4). 7'-131Ioad case 31, 3=>-54(1oad ease 4), 5='44(Ioad ea.e 4)
,,!ax Gruve'127(1oad ....1), 2'317(1oad ...el~ 7'OO(load ca.e 2), 3=3'0(Ioad case '), 5=259(load case 1)
Fe'RCES lib) - Maximum Comp.....I.nIM_ Tension
, - TOP CHORO, 1-2a0129. 2'3=>-1401llll"3-4~7S147, 4-6='65160. s-e'-45145
BOT CHORO 2-70010 '
NClTe3
1) ,TlU.w.. has been de.!lIned for the wind Iaed. genoruled by SO rr"h wind. at 25 n abo'Ie ground level. usinG 7.0 psftop eh.rd
dead load and ToO psf bottom chord dead load. 1()() mf from hurricane oc:eanllne, on an occupancy category J. condlUon I
B.nclosad buDding, of dimensions 45 It by 24 ftwlth oxposwe e ASCE 7~3 per UBC97/ANSI95 !fend vertical. or cantilevers exist
, they are exposod tD wind. W pordlee -. thay 8nl exposed Ia wind. The lumber DOL Inctll... Is 1.33, and the plato grlp
Inc.......,.1.33 , '
2) :Thls tnJsa has bGGn desfgned for a 10.0 pst bottom chord Ilwload nonconcurrvnt wilh any other Dve loads perTBble No. 10-8,
UBe-97.
3)Reter I. glrder(.) f.r truss to trus. connec1lons.
4) ""'Ylde mechenleal conn&CUon (by.IIl...) oflNa. to boaring piela atl.lnl(s) 3,5. ' ,
5) ""'>ide mochanleal COMectIon (by .111...) of lruss to bearing plaia capable .f withstanding 211b upllf\ at joint 6, 2 Ib uplln al joint
Z. \31b upllllatjolnl7. 54lb upIIIl a1jo1n13 and 441b upiln eljolnt5.
, 0) Beveled pla1a.r .hl~ ruqull1ld to provide fuDbeanng surfaeo with INas chord ~tjolnl(') 3. 5.
LCAD CASElS) Standard I EXPIRATION DATE: 12 f 31 J o.lI
'JAN2 2 200~
.
,
, ':A'WARMNG - VBlIfY DESIGN MRAMETEIlS AND Rwl All. NOIiS ON nil3AND TRUSS DRAWING; NOli. WORE USE,
Oesl:1lvcldta\JS8 ot'tfwtthMlfeJtcomectcn. ThlIdeign IitKJS:odort(uPan.. ~.... . .,.~ondb1cta'lndvlc1Ol:lAIdhg .._.__...'10 oolnstOl~ood boded
v.rt.~. Appleabiityotdeignpa,ol""'G1~QI'ldJ:"cpef _..... .,.Jl'lol_........_.. 'I. ....... __/ofbl..ting d.....notlnmdeslgner. 8rocIngshownlsrotk:tterd
LPI)Q1 at ~ web membllS eriv. M<mtonaI ~f t:rClcng to hue stobllty durng cONtrucflon Is iN . .,~. .~...,' at the erector. Addllonol peITT'lOIW'lf
bro:_:lng oIltle CIVeI'tJII struclutv lilt>> M".... ":."" of !he bUIdIng ~ Fa genera QWdCl"lCe regaclng labck:aljon. qu:::1lfy CO"llrol. slotoge. dollole1y. erection 0"Id"
"brQl;:1rg. consvaQSJ'.aa ~Shn;Sc:rd.DSN9&actngSpeclkolJOn. cn::IHlEYill HondIhg""stoIlngond Broctlg...,.~, .~fmm Tn.as"Rate IndfhJte.
~ D'Onotno crY&. Mocb:lf\ WI 53719.
h..
theTRUSScO.
. ~Slm'LTIKC.
OCT 08 2004 12:32PM
HP LASERJET 3200
p.20
JOil
TN"
o;y- Pv- H8)<len (S"_dBJSS
2 ,
Job Reference ~ootianl!f\
. 5.~OO s Oct Z1 2003 MITek IndumBS, Inc. Thu Jan 22 15:~2:49 ~ Page 1
SAGI!WOOOB JAl
TII8 TIUSS Co.. SumnerWAI Eugene OR
Truu Type
ROOF TRUSS
J
1-1M!
'.10-15
,2
1~
0.1-1
L
51 X
X
~J0 Ii' ~
X~= ,X
X Z
'1-10.111 ,....,
__._.__......1:1~15 ()of-l
Salla:1E-1'
0.00[12
LOADING, (psi) SPAC1NG 240 CSI DEFL In (Ioc) UdeS Ud PLATES GRIP,
TCLL 25.0 PlateSlnctBBS8 1.15 TC 0.07 V8I1(LL) -0.00 1 >999 360 MII20 185/148
TC'OL 8.0 Lumber Inctl1050 1,15 BC 0.03 V8I1(T1.) -0.00 1-3 '>999 180
BeLL 0.0 Rep Stress lncr YES WB 0.00 Horz(ll.) -0.00 2 nla niB
aeOL 7.0 : Code UBC97/ANSI95 (Matrix) Weight 5 Ib
LUMBER
TC'P CHORD 2 X 4 HF No.2
" CrrCHORD 2X4 HFNo.2
I.
-/
BRACING
TOPQiORD Shealhed II t 10 16 n ~1::l"j,18.
BOT CHORD RIgId ceiling directly applied or 10-0-0 oc: br.Jc;ng.
Db/elze) 1-7610-2-8. 2'621MechanlcaJ, 3'14JO.2-8
Max Horz.lo:a20(Ioad caso 4)
Max Upllftl'-5(Ioacl case 4~ 2~l1D.ad ca.e 4), 3'-5(1oad case 5)
Max G",.'~75(1oad ea"'1. 2062(lead case,l~ 3033110odcase 2)
FORCES Obi -Maximum Compres.looIMaxlmum TansIon
-TOP CHORD 1-2=-23123
'BCIT CHORO 1-30010
REACTIONS
"
.
LO,AD CASE(S) Stendllltl
NC'TES
. 1} 'fhls truss lias been deslgned"fur the wInd loads generated by eo mph winds at 25 fl above ground lovel, using 7.D psf lop chord
;1ead load end 7.0 pm botlom chord dead load. 'i00 m] from hurrtcan8 oceanllne. on an OCC1Jpancy category L condition I
, "000118<1 building, of dlmenslons.S ft by:U ft wIlh expoou" B A5CE T-ll3 par UBC97/ANS195 If end _al. o,canWe..NO Oldst
. , they ~expo!lBd to wind; If porches -exist, they are exposed 10 wtnd. The lumber DOL Increasllls 1.33. and the plate grip
Increase Is 1.33 .
2) 'rhh truss has bean designed ror a 10.0 psi bo1tom d1on:Illwload nonconcUIT8nl with any olher Uvaloads per Tabte No. 16-8,
IJBC-97.
3) I~efer 10 g1rdor(e} for 1nI,.;,1o buoa connectlDn..
4]I'roYlde mechanical connection lbYOlhera)oftruoa to bearing plata aljoln~all. 3.
5]I_e meohanlcsl .....,__.., (byolhero)oflnl"IO bearing plata capableolwllhslandlng 51b upUaa1)o1nll.lllb upllft aljolnt
:!and 5 Ib upllfl at Joinl 3. . "
l.exPIRATION DATE: 12 (31 (04J
J AN 2 2 ,004 .
.
,
-A 'WARNING - VERIfY Il!~GN PiIlRAMmR3 AND ~ A~ N01l;5 ON THIS AND lRUSS DRAWING NOTES BEFOIE USE. ~ '
Desll~ vdId fa ID8 awWtlhMff.r ___. ._.._._ TtaCl.,.IrOosed otlIy-l4lOO paamerelSshown. cn:1b kIfO"l. h:MduoIbJd'vcomponenr lobi hsfd18d ord loaded
yerf\l_:aII1. AppIcabmtyofd8slg\paramorall ondPfClPlll' k1caporatIon of ...~......_.~... ~fG$POO$lbIIIy~bJUngdMIgner-not InmdagW. Brack'1oshO'un IS brbterol.
IO~Ott"Cf hdM:ld web membeis only. AddlllOOOf tempQr.:r/1:JrOchg to hM. $fat:1IfV dulhg ccnmudlon II the t'8liIXIl'UIbIt of tI'iG ereclOf,. Addlicina permonenl
blaclngd1l'leC'o'l!fOllm.m.n Ism. -espons[blltyottile buldlnQ~. k.'Igen...aglAdQ"109r~fabt:atkn quaUy contTtll.:ncw~ cI8hery. 8t8dIonMd th~ .....u-~-CO.
brocng. C:arWrQT-& Qucdy Stcnd:r.s. OS&e9l!rQ\:b'lg$pedtlcafbn, c:ncf Hl8-91 tbldlng tnstalroond Bfoct1g Re<:cmtlM'Idd1mavalable trom'TtwPbtelnstlfute. '101'_ __
68J{.)'Onatl!oCrtie. Ma::t:sor\. \\153119. . . .Btm.I)DIGSUPPl.TINC.
OCT 08 2004 12:32PM
HP LASERJET 3200
Ply
Hayden t~agltWOOdB)SS
p.21
Jo,)
TNU
Trua Type
ROOF TRUSS
SAGEWOOOe M1
I
.-n,18 TNas co., Sumner WA I Eugene OR
,Qty
S
. _ Job F{e(lIIrenclt f~lfen~ . _
5.200 8 Oc;l21 2003 MITek.lnduetJ1es. Ine. Thu Jan 22 15:12:50 2004 Page 1
','
4().~.
,...,
"""
....,
J
..CO 112
j
2
81.
~.-
.....
.....
L,CIADING (psi)
TC:lL 25.0
TC:OL 8.0
BC:U 0.0
BC:DL 7.0
SPACING , 2~
Pleies Incruse 1.15
Lumber Increase 1.16
Rap Sms Incr YES
Code UBC97/ANSI95 '
CSI
TC 0.19
ac 0.12
WB 0.00
(Matrtx)
DEFL
Vel't(U)
Vert(1\.)
Horz(TL)
,in 000)
0.01 2-4
-0,02 2-4
-0,00 3
I/defl
>999
>999
nJe
Ud
360
180
nla
,~
LU MBER
TCIP CHORD 2 X 4 HF No.2
, ,,'OT CHORD 2 X 4 HF No,2
): '
,.v
3
&ale. 1 :12.1.
I
.x
PlATES GRIP
MII20 1951148
Weigl1tl11b
BRACING
TOPCHORD SheathAtlP"'''''''lBI.. ,!l.1\.
BOT CHORD Rlgld ooiDng di~ applied or lQ.O.o 00 braclng.
(lb/elzo) 3'I03/ll-So8, 2-23710-5-8, 40025/003-8
Max Horz2=S5(Ioad case 4)
Max UpIlft3=-l3(lold case 4~ 2=-34(load case 4), _(load case 31
Max Grav3.103(loed case 1). 2=2370oed cale'l~ 4=82(1oad ce.e 2)
FC"RCES Ob)- Mexlmum Compres.lon/MilxImwn Tension
TOP CHORD ' 1-2cO/29, 2-3--82139
- aOT CHORD 2-4cQlll,
RE,",-cnONS
NC"TES
I} this truss l1ae been designed for lI1e Wind loads genetllle<l by 80 mpl1 winds el 25 ft above ground level, using B.o psi fop dum!
:de3d load and 7.0 pst bottom d'Iord dead load, 100 mJ from hurricane ocean line, on an oc;cupancy category I, condItion I
enclolod building, of dlmenslo.. 45 ft by 24 ftwitll exposure B ASCE?-S3 per UBC97/ANSI95 fend verticals or oantilevere exist
" they are exposed to 'lVimL "pon::hes exist. theY:ilre expoSed to wind. The tumber DOL lncreaae Is 1.33, and the plate grip ,
lnaeese Is 1.33 . . .'
2} this trtJSS lias been clesIgned fore 10.0 psfbot1om cI10rd live load nonconcurrent with enyoll1er Hveloads per Table 1'10.16-8.
UBc.sr, '
3) f'l'lMde mechanical connection (by othenr) otiru.. 10 beanng plate capabla ofwllhatendlng 131b uplift el lolnl 3, 34lb uplift al
;.,.n12 and 81b uplift el )0Int4.
4) 3.veled plate or shim mqu~ to provide fuU ,bearing al.l'face wi~h truss chord atjolnt(s) 3.
lC:AO CASEIS) SI.ndald
I EXPIRATION DATE: 12 I 31 ldi
JAN 2 2 20.04
" ",~ '
.., iI- : WARNING - VERIFY DESKlII PAIlAAolElERS AND IlEAD oW. NOTES ON TKIS AND TRUSS OIlAWiNG NOTES BEFORE USE.,
OeliI';ln\/l:;llldlOtU5eOl1y with M1TeIl _~.W'''_'_'_ 1hII.deslgnb basadorly upon I'Cl'Orr.alerlshC7\llf\ ondlltOrCl1 ilcNdualb.JlcA1g ..._.......w. .:' to beln::ltcloa cnlilOaded
wrff!:~. ~tycr deslo1 J)On:ITet8nl end ptOpIlr_,~w...w. ....'. of <:orrponenIlI respcnlbltyo/bl.:1Idng deslgner.nottn.w di!s~. SJoeIng showniltof Iaterol
wp~oOrt 01 ~dMdual.web merrtJerJ oriy. AdcItlcna ."...'".' _ ,. tmcIng 10 hlUr& Stol:lllty dLrt\g conmucnon III !t.le ~IIbJty ofh Sr8ctOt AdeitIoncd permanent"
bKlC, lng d1he owrOI structure" '!he flt$pONIMty 01 me ~dlnO de1Igner. Fa generOl guldance regarclng fobt1callon. QUOllty contra. NOro08, detyQoy, erec:Uon end
. brrJc:inQ, COl"l!ut QST-88 QuofIty SIa1dard. DSB-89 Bracng Spec:ltleaflon. and HlB-91 Ha'ldlng Inttallng and Blactng Rec...."., ,....__.,_" avolWe from TAJA P,1Jfe hsttMe;
583 J:ronotrIo DrtYe. t..4ocfton,. W15J719, . . . .
.
~
theTRUSSco;
.IM1.tIING SWPtY INC;.
OCT 082004 t2:33PM
HP LA~ERJET 3200
p.22
llYn Type
Qly
Ply
Hay1lon (S_dB)55
:~woooa I::..
Tne Trusa CO.; Sumner WA I Eugene OR
MONO 'TRUSS
,)
j
......
,-0.<1
_ Job Refenlnen tocfunsll
~':""JOSOct21.z~3MIT8ktndUStriei. bie. ThUJan2215:12:52,2004 Page 1
""'"
, ,
. f
""'"
"""
,
.
,
8c:aIo1:l1:12.7
s
....[Tf
EVO.
ST..
~
J
.~
~~
LCiADING (psf)
TC:LL 25.0
TC:DL. 8.0
BC:LL 0,0
BC:llL 7.0
SPAaNG 2~
Plates Increase '.15
l.1.anbe,I_1.15
Rap Slrass ..". NO
; Coda UBC97/ANS195
CSI
TC 0.09
BC 0.06
, WB 0.03
(Matrix)
..... -" .,......1 I
.....
OEFL In (Joe) IIdefl Ud PLATES GRIP
Va~(LL) nI. nla ll99 MIl20 'B5I14a
Ve~(TL1 0.00 1 >999 180
Horz(TL) 0.00 B nta n/a
Weight: 151b
BRACING
TOP CHORD Sheathed ~ ;~ .. r.). ., ......... __ ~
BOT CHORD RIgid eeUlng dlreClly applied llI' II).O.Q ocbraclng.
LUMBER
TCiP CHORD 2 X 4 HF No.2
", (IT CHORD 2 X 4 HF N'0.2
! )I~S 2 X4 HF Stud
4lllIERS 2 X 4 HF Stud
'.
REACTIONS ~blal28) 2'1701~. 6-1~. 7-171440, B.1901oHl-O
Max. Harz 21188(b.1d case 4)
Max Upllft2~Ooad ca.. 5~ 7..,'l()(load Cooe 4}
Max Gra.2-17O(Ioadcasel~ Ba23(1oad case 2). 7.17(lcad caJe '). B.190(Io.d case 1)
FORCES llb)- Maximum CompresoianIMaxlmum Tension
TOP CHORD '-2=OI2B. 2-3'-57/40. s-4~31113, 4-6a.9.1l, '...7-27120
aC'T CHORD 2-8-14119. 7-8=-14119. B.7-01ll..
WEBS 3-8.-148/13
NOTES, ,
1) TMS designed fe'wlnd IllllClsln 1110 prane of the truss only, !'<i,studs oxpoaod to wind (normal to thotaoo). _ MlToI<
"Standard Gable End DetaU- .
2) 13eble r&qufras continuoU8 bOUam Chord beating. .
3) 13~b18 studs spaced at 1--4=-0 oc. .'
4) 'mls truss has been designed fer 8 10.0 pst bottom chord IIVB load nonccncurrenl with any other live loads per Table NQ. 16-B,
!JBC-97.
5) l"rovtde mechanical """'eC1lon (brothers) eftruas 10 bearing plato capablB ofwl1l1standlng g III upllff at pin! 2 and 30,Ill uplift at
JoInt7. '
LO,AD CASE(S) S~
,
. ~I
IEXPlRA1lONDATE; 12/31 (0 ,
JAN, 2 2 2004,
)
, A WARNING - '/ERIN DESIGN 'ARAMmR&AND REAO AU NOTES ON lHI& AND tRUSS DRAWING NOlES BEFORE USE, ,
OosII;;"'vaIId lot'USI OiYywrth MfTGIl comectcn. 'lHsdoignls ~ only upon pcron"8lBl1 ShCJIW\ an:11:1 tor an ruNauOIbulldro~~",,",...:..._ lobe hsta1ecla'd Iooded
WIrtk.:otv. App1cobllay of ~,.. . "., "'" end proper lncolpQrotlon or C01q)0ll8l'lt III~ty of buldro dnlgner -rlC)I.trusI de$lCJ'ler. Btact'o raMf'i II kll'tlt8fcl
supp,~ or Ind'v1OU01 web merrtlen n/. AdCIIICnOI tomporay bacIng 10 m..m stcbllllv mmo cond'll.Jc!bn lithe _~....... ~.. _ly 01 the areetOl. .A.dr;ll1oncI pwmonent
bf'OC~ Or1he o.r8rCI structure lithe ~bmV 01 thlil. bI.Idhg d851gnec. Fa genefd Q'Jdanco ntgOrdIng fabt:atlon. quOIIy controL Ifotcrge. dlllWlf"i. erection ald
blOC'no, consUt QST-lIB Qi.idlty.stcn::l2d. DSIWI9llradng Spedllco;ton and H8-91 Hanc:n'lg Instalng end Brachg R~Qnm rNaIcJt:!'O rn:m TN" PIote I\dIMe.
!83 [I'Onotrto DQve, Mc:dsor\. 'M 53719.'. . .
:4:-
theu..u.:lScO.
. BUW:llKGI SUPPLY INC.
OCT 08 2004 12:33PM
HP LASERJET 3200
p.23
Job . Trus.
~Truss Type
IROOF TRUSS
Oly
Ply
Hayden (Sagewgode)Ss
SAGEWOOOa 11lGR
Th,~ Truss Co.. 5urmer WA I Eugene OR
1. 1 .
_ _ Job Refet8nee'~naIl._
. e.200 8 Oct 21 200;" MlTek Industr1es. me. Thu Jan 22 15:12:53 2004 Page 1
..
\.'
v
_1.0.0.
'.0.0
......
......
,
2
San-1:1U
.
.
.
J~
:J2(
'~
~'~
..,..
x
......
......
DefL In (Ioc) Uden Lid , PLATES GRIP
,V.rt(LL) 0.01 2~ >999 aeo MI120 185/148
VorI(n) 0,02 I >B87 180 '
HoIZ(ll.) .o.DO 3 nla rile
..
.......t=
LD.I!lING (psi)
TCl L 25.0
TC[1l. 8.0
BClL 0,0
BC[1l. 7.0
SPACING 2~
PIateo II1aB8S8 ,1.15'
Lumber Increase 1.15
Rep SlluS Ina NO
. Code UBC9l1ANSI95
CSl
TC 0.21
Be 0.18
WB 0.00
(Malltx)
Walght 141b
LUNIBER
TOP CHORD 2 x 4 HF No.2
...., ~T CHORD 2 X 6 HF No,2
.j), .
BRACIIIG
TOP CHORD Sheall1e:l.Ql:.4,O.", . ." .....
, aOT CHORD Rigid oolIlng dlreclly applied or 10-0.0 oc btaclng.
REI'CllONS IIb/BIze} 8010311l-5-3, 20372J0.6.8, 4alBOIO{l-8
r.talC I1orz'2=58(1oad ca.a 6)' '
Max Up_,;l(1oao case 312=-18Qoad C3IO 5)
FORCEs (Ib). Maximum Comp..sslon/Maxlmum lanalon
TOF CHORD 1-2=0133. 2.3a-60J37
ijOl CHORO 2~=OIO
NOTES , ,
1 )1111. truss ~as bsen designed lor Ille wind loads g....rat8d by ao rnph winds al 25 ftabcMl grnund lovel. using 6,0 psi lop chon!
duad load and 7.0 psi bollOm chord dead load. 100 ml from hurTlcane acaanlln.. on an occupancy calo\JllflIl, candldon J
e.dosed building. oIdlmenslons.s ft by24ftwlth exposure B ASCE 7-93 perUBC97/ANSI9S hndverticeJs orcanlllave.. exlst
.'I>oy." exposed to wind. d porch.. axIsl.lI1ey are BJqlOSOd to wtno. Tho lumber DOL Inaaasals 1.33, and thep/ate,grip
In::raasels 1.33
2) TIIiB tru.. has been designed lor B 10,0 psi bo1tom chonlllV. load nonconcumll11 with atly oth.r Uva loads por Table No. 18-8,
UIIC-ll7. '
3) Piovlde mechanlcal_ (byothons) 01 tru.. to bearing plalecapable oIwlth81and1i1g 131b uplift a1)oIn! 3 and 181b upllll
a1_~, " '
4) Boveled pia.. or shim required I. provide IuD bearing IUrlace wIlh truBs chord .t )olnl(.) 3,
5) GirdercarTill. ti<Hn epanla): e.o.o lrom 0-0.0 10 4-0.0
6) '~'alled"lndlcalas 3-1Od or 3.12d cammon wire too_lB.
7) In Iha LOADCASE(S) ..C1Ion.loads'applled lob face ofb trues are noled as1ront (F) or back lB),
LOAl) CASE(S] Standard'
1) R.oguIar.l.umber lncreil"'l,l~; Plate L.__.~ 1.'8
Ui,lorm loacls (pit)
VlIl1: ,.3=-68, 2~-M(F'.74}
I EXPIRATION DATE: 12/~1: ~
JAN 2 2 ,004
. .
'A 'WARNING - VERIFY oelGN PARAMETERS AND RL4D All NolU ON THIS AND,IRUSS DRAWING NOlES BEFORE USE..
DUgn \ldkI for l,lSU orvv \lIIth M1Tok _..~...... .._ Thisc/lM'gn It oo.d orif \4XI'l pc:::roTlele" shOWn. <:rid .. for 00 ndMdual tutSng ~ 10 ~ tIS1011ed and loaded
verUccYy. AppllcobOy of c1es1gl paanelen QI"ldprope; _ '~_.:".. .......Orccmponentlll............." otbuldngd~ -not truss cIoeIO"*. BrocJng It'own II tor latera
S\Jppoft or rdM::tuaI 'NeO-rTI81Tlben1 a11v. AddIftonal temporary broctng to n;u.. stct:iItv dutlg canrtruction III the recporWbllty 0/ the erecb.. AddItlond pttrmall1lO1 -
braC1nl1 01 ~ CVOJOI ~.. fhe relpClnSlblDy of IhG blJIdhg diUgner, fa' genetoJ guidance r8gCI'dng fct:lrIc:atklrl. QUalIty ccnh'd. storage. deIvery. .reclon and
broc....u. consufJ QST~8 QuQIIy standard. ~9 8R:Ichg ~.CIICOtb\, a'1d Hla-Q\ Hc:rdng hstollro a-d 6rochg ~.. _ _ ",. ~allan ~8 trcm Tnas Act. hslltufe.
fie;) D'Clnofllo DfNa. MocSIon. WI 63719. . .
~",
the"l'RUSSc:o.
. IIUUbING IiUPI'D' DIe.
OCT 08 2004 12:33PM
HP LASERJET 3200
p.24
Jot, TI'US8
T~:rype
I ROOF TRUSS
I:-Iy , P;y- Halllan r" " ,...3)SS
13 1 .
Job R8~~(9:~O'
.5.:"00 8 octZl 200;:t ':'ITek Industries, lac. Thu Jan 22 15:1.2:552004 Page 1
$A(.JEW'OOOB N2
The Truss cc.. Swnnsn'VAI Eugene OR.
i -
.,.t>O
'4<).
""'"
&G<l '
~
.,
"
.,a
...=
'll<M
&<>0
PlaIa orrsets lX. Yt Z:o.o.o"().(J~1
LO.DING (psfJ
TeLL 25.0
TC[IL '8.0
BCLL 0.0
BC[JL 7.0
'CSI
TC 0.56
BC 0.30
wa 0.00
(Matr1x) ,
Ud
360
lao
nIa
BPACING 2-o.Q
Platea meresso 1.15
Lumber In,,,,,oSG 1.15
,.Rep Slnl.. Ina YES
.!, Cod. UBC97JANsl95
DEFL
ven(LL)
V.r1(TL)
Hocz(rL)
in
,-0.07
0.13
-0.00
(100)
24
1
S
Vdoft
>999
>108'
nla
. IINISER
\ ,'CHORD 2X4HFNo.2
,Ur.CHORD 2 X 4 HF No.2
.'
ScAla 1:18.4
j
~.
PlATES GRIP
MII20 lB5tt48
Weight ,. Ib
BRACING .
TOP CHORD Shea1hed~' " .
BOT CHORD RlaId ceiling dIrvctIy appllad or lQ.O.Q oc bracing.
IlEII"cnON:l (lb/aIze) 3a178/005-8, 2=3og~, 4=o4OIO-3.a
Max Horz 2-75(I..d .... 4)
Ma. Upllfl3=-240oad case 4). 2--34(1oad case 4~ 4=-13(1080 casa 3)
Ma. Gra.3017B(lood case I ~ 2=309(1oad.... 1 ~ 4=ll7(1oad CBSll 2)
FORCES '(lb) - Mllld""", Comp";,,oIonlMaximum Tension
TOP CHORD t.20a'2B,2.3=-7216S '
BOT CHORD 2-4.otO
NOTES " ,
1) TIlls truss has been deSigned for the.Wlnd loads Generated by 80 mph winds at 25 ft Db,ove ground I~VBI, using 8.0 psr top cf1ad
dioad loaO and 7.0 psi bottom ehoid Oead 10llCl. 100 ml from hurricane o::eanDne. on an occupancy calegory /, caRdlllon 1 . .
ai_ building, d dimensions 45 ft by 24ft wI1h _ra B ASCE 7-93 per UBC971ANSI05 ~ end ver1IcaIs or CllJ1U1.""", 0ldsI
,1"'Y"'" oxposad to v.ind. ~porcha. exlsl, Ihsy am exposed Iov.ind. Th.turrberDOL lnero...is 1.33, and the pial. grip
Inl788se I, 1.33 .
21 n.. flu.. ha. been designed for a 10.0 pst bottom chord ,live load noncancumlnt with .nyother 11v8lciad. psr TBbls No. 16-11,
UIlC-ll7. '
3) pio\dda, mechanical conn.elIon (by otheia) of tJu..lil bearing plate ..psbl. of v.ilhstandlng 24 Ib uplift at )olnl3, 34lb upDfl at
jolnl2 and 13 Ib uplift at joinl4.
4) Bt:Ml1eO plale or shlm raqulnl.fto provld,,'ull bearing surlace with wss chord aljolnt(s) 3.
LOAI) CASEflll S_rd
I EXPIRA'TlON OATE: 12/31/0141
JAN 2 2 2004
r,'" '
'A 'WARNING - VERIFY DESIGN PARAMrnR$ AND A'!AD ",u. NOTES ON THIS AND'lRUSS DRAWING NOm BEfORE USE, ' ~'
OesIgnvoldfotUS8on.,wtthMITekconneclora. TH:lci...g,latxl.MdonlyL4XripalOO'lB'tBl1~ olkllSror(ll'lIrCMdlJ::ll~ ~~,. ....". ., tobentdleda'ld~
vertlccrty. .l.pplccb'lty of do>>gn P<UQmeterJ and proner r.c",~"""",,,,,, 01 CCfr1JOnIl'lt II "8SpOl'ISIbIIty at blAdhQ deigrw. notfn* ~... Broehg"'ovn b fa Iat1IraI
q3fXlr,t'oflndivlduawebmembel1cnlr. !.ddtIoncI..; .....' oro:~tonur'lfcbllfycbfngccnstnJctIonllth.....~~_.__~.lyoftM.~ Addl:lbUperlTO'lent'
t:nJcIt\~otl'leOWfcd JtM:f\.IreIlIIMl r~~olthlt~,destJner, Foro.....aouldcn:ertg~f:1br1coUon. QUOIlycontn:ll, I~,~. Ifed1anCl'ld the.....".:t.)CO.
braclrn CQlIJIJ QST~ Quc:itv standard,. CSB-!9 BIocng &,.. _.~_,,:. andHS-9' HandIng ntosnwmcs 8rroc:ng .~~._.._...,.~..'w., aJOlable fl'om TNAFlate ntlh.de,
5&l O'(lnOhb D1ve. Modlson. WI 53n9. .. IIUD.lJINGi ~ me.
OCT 08 2004 12:34PM
HP LASER JET 3200
p.25
Jot!
T....
TruN Type
Qty
~ Hayden (SagewcodB)SS
Sk~ewOOD8 WA
JACK
n\o Truss ~.. Sumner _VA I Eugene OR ' ,
, ,
. Job Re(e"'oee1ol:!.tlo~
, 5.200B0C1212003Mffek Industries, Ino. Thu Jen 2215:'2:58 2004 Psge 1
'.,-,
......
,....
,....,
~1
, ,~t()o~!l .
<1-'"
."..
4-1.1
J
.
3ccU1lI1:1U
,
8.Cd1T
~
.
2
x
~
.--U
XI
XJ
B18
'~
~
~=
LO,\llINO (psi)
TCLL 25,0
TCI)L a.o
eCILl 0.0
aC)L ,7.0
SPACING ' 2~
Plafes: IncreasQ 1.16
Lumber Inctease 1.15
Rop Slres.1ncr YES
COdB UBC971ANSI95
CSI
TC 0.'2
BC 0,28
WB 0.00
(Malrlx)
""'"
""'"
DEFL In (loc) Vdefl Ud PLATES GRIP
Ven(LL) -0.06 ' 2-4 >G99',: 36tI MU20 1851148
Vert(T1.) -0.10 2-4 >642 .'80'
HOr7(TL) -0.00 3 "'e nIa
Weight 11 Ib
LUI!BER
TOP CHORD 2 X 4 HF No.2
'\ 'n CHORD 2 X4 HF No.2
I . ,
V
BRACING
TOP CHORD
BOT CHORD
Shea1!led_ .,. ,
R1,g1d ceiling dllllClJy appIled or 10.0-0 oc braCIng,
RE<\C110NS (lblet:.e). 3-2310-106, 2-2041l>>-&. 4-3910-&-8, 4=3SJtl-5-8
Mox Hon2'38poad case 4)
Max Grav3'23P.ad case I~ 2'204(Ioed easel), 4--94(load <:ale 2~ 4=39(1oad ....1)
FOIICES pb) - MaJdmum ComPresslonlUaxlmum Ten.lon '
'r01' CHORD 1-:2.0128. 2'3~:!Ill ..
BO'r CHORD 2-4>DJO
NO~rES ,
1) This Wss has been doslgned lor the wind Ioaids generated by 90 ..;ph winds at 2S A ebove ground level, using 7.0 psI lop chord
dead load and 7.0 pst bottom chord dead load, 100 mt fran hurricane QceanUna, on 1111 occupancy calegoty I, condition I
. enclosed building, or dimensions 45 ft by 24 fI with exposure 8 ASCE 7-93 per UBC97/ANS195 rr end vertlcaJs or cantilevers exist
. /hey ere exposed 10 wind. II p_ oxIaI, lIley BIll expoaed to wind; Th. lumbor 001. In....... I. 1.33. end lI1e plale grlp
1r'lCt88sela 1.33 '. " .
21Th.. truss hu ,been deSigned forB 10.0 psi botlninchord Uvel""d nonconcurrent wllhenyolhe<lveloeds perT.b1e No.llHl,
~BC.91,
3) Provide mechanical connodlen (by OChers) allnlssto beering plate et jolnl(s) 3.
4) Beveled plBle or .hlm requlied to provide MI beel1ng surface with Iru.. chord aljolnl(.) 3.
LO.Ill CASE(S) Slandard
I EXPIRATION DATE: 121 S11 0. I
.JAN 2 2 2004
j
. :'A \vARNING" VERIFY DESIGN PAAAMElBlS AND IlEAC All NOlES ON !HIS AND !RUSS DRAWING NOns IlEFORI USE.
~IYCId fOrUMerit...-lhMTekcOtll'MtCtcn. 1htIdItsICJ'llJb:DodorwL4XJ"l,.__.".,~..ShOWn.mdlsfO'crt~b.lcf.nO ..~, ,,..,..;.,. fobe "'oIed end 1oad8d
velflc1JDy. Appkx:blDtyott*lgn pcraneterscna proper,'(;:O(pcllOfh...of corrp:rent II resoord:llItv ofbul1lngdeGgnlW .nottruaderlgnet. lnx:Ing~iS ro,1otkaI
(l,JJ)pcirt of lndMdu'JI web memben: ortv. Addllcna .~_".~.._, brack'lg to Inu8 stobIIty durnQ consPruetlOl\ Is.tho ...... ~...._....yot ltUI..lclw. AddJlIonot permCl'Ol'lt'
btoc\rg oI1h1 ov.o!Iltrudu..e Ish ~blty oIlh, buIICtlg deslgnar. Fao-nerol gUdance IegOl'l:Ir..g fd;ricotlon, QJOIlty oontrol. stotage. delvery. er-=Icn and
bf'acIr"Q. corwt QST-M QWIty Stcr.ck:ld. JSB..8Q BrocIng So~lIcatjcn. and H&91 Handing InJtalang and BraCh; Reccrrrnendotlcn avdIobI,~ Item fMll PIot,InsIItute.
563D'.:lnortbDtYe. Madsen W1~~9.
'~
~
theTRUSSco.
. BUIlDINQ:M'P1.1' DIe.
OCT 08 2004 12:34PM
HP LASERJET 3200
p.26
Job
TNas
oty
P;y- H.,don ($ag_lSS
Truas T)'p8 .
SAl,lEWOOOB MZ8
The Truss Co., Sumner ,VA f Eugene ~
JACK,
f f
Job Refllrence COotbnaf1.
,5.2OOe 0cl212OO3 MiTeklnduslJ1.;, Ino. Thu Jan22'5:12:58 ~004 Page,'
i '
.,<><>
,<><>
3--10.15
3.10-15
.
.....
2.1.1
, '-'"
f~
8caIe.1:1~
.
. ~
, I ~
~'
...=
.....
.....
DEFI. In (Ioc) Udefl Ud PU.TES GRIP
Vart{LL) 0.06 ~-4 >999 360 MII20 185/148
VM(T"L) -0.10 2-4 >64~ 180
HofZ{TI.) -0.00 S niB nla
"
l.O}"'ING(po1)
TClL 25.0
TC[tL 8.0
BClL 0.0
BC[1l. 7.0
SPACING 2-0-0
f'tates lnaease 1.15.
lumberlncreaSB 1.15
RIp S......'na YES
Code UBC97/ANSI95
CSl
TC 0.20
BC 0.~8
we 0.00
(Mal~x)
WalghL 14 Ib
LUN'IBER . .t"
TOF' CHORD 2 X 4 HF No.2
, '1' CHORD 2 X 4 HF No.2 :
!.J
, BRACING
TOP CHORD
BOT CHORD
S_ad _': : ., ,
Rigid coIUng d1lOctlyappllod Of 11).().() oc brad.g.
RE.AC11ONS (IbIslzoj 3-10610.1-6. 20253J0.Q.8. 4_~, 4:39JO.5.a
Max HotzZ=S6~08Cl.... 4) ,
Max Ul>f!l3=-16(1oad.... 4L 2=-45(1oad casa 4), 4=-13~oad .au 3)
Max Grav3=I6e(loed ....,), 2=253(1oad casa 1), 4=,Il4(IOBd casil2~ 4'3900ad case 1)
FORCES '~b). MaximUm C." ,.."..., .'-1ax1mum Tension
TOP, CHORD '.2=0128,2.3'-64I39
BOT 'CHORD 2....0/0
NOTES, ,
')mslruSs hall baa. d"lgnadlorlhe~ loads ganr.rlad by 80 mph winds al:l5flebovog!'lund laval using 7.0 poflop choRl
dc,ad load and 7.0 pst bottom Chcrtl dead load. 100 mI from huntcane coeanDne. [In an occupancy category I, condition I
""closed buadlng. of dimensions 45 ft by 24 II wi1h _SU", a ASCE HI3 per UBC97/ANSI95 ~ ond veitJ..", or centIIovenl ubt
,I"ey a.. _oed to wind. ~porcIIe. _t,1hoyere elqXllied to wind. ThalUmberDOLlncreasel.I.33. anll1ha plate grip
Ino:re...is 1.33 " ,
2) TlIIstruss h.. been designedfo; a 10.0 psfbo1!om cI10rd IIvv load nonc:onc:urrentwl1h eny OlhBr live loads perT_ No. 18-8.
UIlC.S7, "
31 Piovlde mechanical conneCllon (by othOlS) 01 trussta boartng plale al Iolm(sl3, .
4) Provtde mechanical connection (by othln) 01 truos ta bea~ng plaia eapabla ofwllhlltandlng 161b uplOt aljolnl 3, 451b uplift et
/olnl 2 end 131b upDfl.1 joint 4. ' ,
5) Bi,valad plate or shim raqu!rvd to pnlvlda fuI1,boartng ..rfe.. with truss .nCll'l.IJolnl(B) 3.
LOAl,) CASE(S) Sland...
lexPIRATIbN DATE: 12/31 rlM r
;JAN 2 2 Z004
,.
..
, ,
A WARNING - VERIFY DESIGN PARAMEIERS AND R&AD ALL NOTES ON lHIS AND 1RIlSS DRAWING NOlES BEFORE USE., ~
Dea;;n1..ot:t,Of useOlW\l.tltl Mr8k __...._~...._ lhItd-.,..1I based ot'IyuponpolQrTl.knfhown, Cnd. tOr an hdvIducI buIdklg w.._.,.. ...:'\'0 belr'lsf'cnK:f:Jnd IOOded
wrtIcciy. App;lcabIltyordllllgn.....". ..ondP'op8f".. ,'. _. 01._ ... _ ".b,_,....,..~-r'orbl.tdWvdeslgner-noltlUlldedg:nec. BIochg~b1or1at8lOl
1\,f:Jp0l1. orlndlvldual W.b rnembefaonly. AddItIcnQl tefT1XlrOYDrOClrQ IoQureuoblly dulng COl"lSfrUCton b the responsl::lllty of1he aecta. .Ac:dtlon::ll ~ . ".._, ,~_.' .
, bradnc or the o:r..IIfOlIJtructu.lsth.respc:nl:llllyof....buItIno d~Sigler, Forg.Mlalgufdl;r.ce regcrdhg .'.-.:n...... Q\.laDly'control.ct~ delMwy.orec::tionad the.......u ~ ~CO.
brQct,c. ccr.ulf QST-88 QWltv S1ondcrd. DSB-49 8tachg :'.0 _ .', ..~. ,end Hm-91 Hcndlng hItoA'lg end Bradng Rea:mmondatlon ovclable frOm TrlJU Plate IrutlMe, _
M3 D'C,nofrIo om.oe. Madison, 1M 63710. . .. BUIl.CINli saPPL1' IlfC.
oeTos 2004 12:34PM
HP LASERJET3200
p.27
, SAGEAlIONUS EGE
IT.... TYJlo
K1NGPOST
PI)'
H~.n BtQhtOn It. wrap(10312)SS
Job TRI..
IQty
1 1
Job RefRmu:e IO~
i\.20000Cl21200~MITek_.1nC. ThU.Ian 2215:11:27Z0004 page 1,
i
Tne Tr,sa Co., sumner ~'A 1 cugene OR
r
.....
.....
.....
J
.....
SaIIIi-1:18.6
...=
.
~
....ru
2
Ii
30<4=
2M II
2M"
.....
&<><I
OEFL
Vert(1L)
VeIlen)
HorzlTl)
2M"
...=
,I.llAIllNG [psi)
TCl..L 25.0
TCDI; 8.0
BCU. ' 0.0
BClll 7.0
, &PACING 2.()4
Plato Jnc:reSS8 . 1.16
Lumber lnerBase 1.15
Rep _as Ina YES
Code UBCll11ANS195
CSI
TC 0,11
Be 0.05
WB 0.04
(Matr1x)
In (IOC) I'defl
n/a n/a
n/a n/a
0,00 5 n/a
LJd
999
999
nle
PLATES GRIP
MII20 1851148
WllilIht 25 Ib
WMBI:R
TOP CHORD 2 X 4 HF No.2
JT c.tlORD 2 X 4 HF No.2
'--" HEiIS 2 X 4 HF Stud'
BRACING
TOP CHORD Sh_ed__,
aOT CHORD Rigid coiling directly eppIIod or 1CHl-O oc bracing. '
.'
REAC'r1l>>lS. ~t>'s1zo) 1=8M.Q.Q. 5=S9I1l-O-O,lI=22018.()4, 1=23/8-0-0, 6=2201l1-o.Q
Max HOlZ 1~13(101ld case 3) , ,
Max Clrevl-89(1oed 08001), e=8S(Ioad ca.. 1111022O(load ca...111.24(1oad ca... 5). 6=22O(Ioad case 1)
RlRCliS (Ib) - Maximum COfT'!lraaolonlMaxlmum Te...1cn ,
TOP C:HORD 1-2=-28148,2'3=-31128, 3-4""37128, 4-li~28146
BOT C:HORD 1-8=D116, 7-8=0/18, 8-7=0118. ~t6
WEBS: 2-8=.180131,3-7-2210,4-11-180/31
NDTE:1
1) l.\'ltalancod roof 11v"loado have been .. ,,::, ..rorthls doslgn.'
2) Tnias designed forwlnd loads In 1118 pCane 011118 !IUSS only. For oluds 0J<jl00ad to Wind (nennallo the face),... MlTek
"St<lndaod Gobi. End D.lalr
3) Galli. __ oonUI'IKlUS bOttom chORl beaJ1ng.
4) GaUe studs epaced all-4-G oc. ' "
6) Tl1h.lnnls has baen "":.:, ,_ fora 10.0 psi boIlom chord .....Ioad ..........Jrranl With anyotherllveloado porTable No. 18-8,
l.el:-&1. ' '
LOAD eASElS) Siandard
lEl<PlRATlON DATE: 12/31/041
JAN 2 2 2004
o
A 'WARNING - VERIFY OE5lGN PAIl4MEl'ERs AND RE.lIl All NOTE' ON nlls .\NO 1RUSS DRAWING NOlES BEFORl USE.
Des!On \/c6::J ~.... OI"ii\lo'fth MI1ek ccnwctors. 1NI design b based crlv upon". _,,_.. ~:_.~ shown. and Is for a1 r.dlvldld ~ ~ to be InstcJbd ond Ioodad
WItICOIl'. /tf:1rk.qbItV of dtJIgn por~4tt l.7'ld plDpet' ncOlpOfCt\a'\ of ,,~........,., ,b mponslbQy of~ desIgrMN - not 'lMI cIeIQ'18r. B1achg ~ lib Ioton:II
aupport of nc:NO.&oI web mof!lbCn Crif. AddItlord temporary t:rodng to nure lto:bIlfy dutng conmucnon Is !he relPOnd:llilty o"ttMI..ctor. .'. ;,,1. . ., ., t
bruch;;iDftheCMlrOllllnd\ftlsthe "',". ~".', ofthe~de;gt'lBI. ForOB~ralOJldonoeregadhQfobI1catlon.qucdlyoc:tltOl.ltorog&deIMJn.erectIa1C1'\d
bmcl"lg, consult QSt-88 Q.aolIy Stand::I'd. D58-IQ Brodrig Specmc:ancn. and HJ8.91 HCI'\dh;I: IndOIlng en:! Bracing R8COIt'In8ndoflon ovoJoblrl from lI\I$S Plate ntth..te.
583 0'6r ""110 OrNe.. MocfI!lOl'\ WI 65719. . .
i
'"
4..
the.u.....:h:>CO.
111mDINGI11D'f1.I' 1IfC.
OCT OB 2004 12:34PMHP LRSERJET3200
'Job
Tnm
Truaa Type
SAGEAal)NUS J2
. The Truss CO., Surm8r NA' Eugene OR
JACK
J
..."'"
1~
..
~
.
,~
LOADIIIG (psn
TCLL' '25.0
TCllL 8.0
BCLl 0.0
BCO~ 7.0
SPACING ' 2~
Platesln""""'" 1.\5
Lumber !navalO 1.15
Rep Strees Incr YES
Cod. UBC97JANSIl5
LUMallR
TOP CHORD 2 X4 HF No.2
ITCHORD 2X4HFNo.2
,....J
p.2B
<lt1
PlY
HB'fCIen Brighton A wrw.p(1 0382)SS
o
Job ftefaMncl' !01tIQ.l'l@1\ . -
5.200. Oct 212003 MiTek lnduatties"lnc. Thu Jan 2Z 15:11:282004 page '..-- .
,
\.
U<)
U<)'
.,"'~
o
~
81
.
x
X
Ud
380
1110
nJa
REAC"-i10NS (lb/alze) 3=-45nvtechanlca.I, 2.1651Cl-6-8. 4-14JO.2.e.
Max Horz2=37(load case 4)
Max Upllfl3=-400ad ca.. 4), 2=-35(load case 4), 4=-6(load case 3)
Max Gr8:~3D45(Jg8cl case 1). 2-166(1oad caao 1), 4C-33(Joad case 2)
FORCi!S lib) - MaxIJroIm Compres3lonlM~um Tenolon
'TOP C:HaRD 1.2=0128,2-3=.311118
BDTC:HORD 2-4=010
NOTE:!
') Th\i, lMla hea been designed lor the wind loadooenerated by 110 ~h wlnde el25 a ebove glllUndle.el, using 7.0 psi top chord
dead load and 7.0 pst bottom chord dead load. 100 ml from hurricane oceanllne. on an occ:upancy category I. condition I
e""loeed building. 01 dlrnen3llll13 45 n by 24 n w11h e""""unl B ASCE 7-93 per UBC97JANSI95 n end verticals at conDIe...._,
. thl'')' are expoeBd to wind. II porche. exist. they 8I'V exposed to wind. Tha lumber OOllncruse Is 1.33, and the plate grip
Increase Is 1.33 ' .'
2) Thill truaa has been "." """A' . 1 for a 10.0 psf botlcm chord Dve loed nonconcurrent wtth any other Itve Ioade perTabtaNo. 18-8.
UBI::"97. .
3) Rstor to gInler(a) lor truaa.. truse ccnnec1lllnL , '
4) Provide mechen\cel ccnnecIlon (by olhenl) ollNe. .. b..rl~ plate et )ol.~.) 4.
5) Pnl,vlde mecnBnlcal ccnnecIlon (by olhenl) oIINee 10 boarlng pleto capobl. 01 wllh318ndlng4lb uplift 01 )0InI3, 351b uplift el Joint
2e,1d Sib uplift 01 )olnl4. '
LOAD CA3E(S) Stondatd
20M
."'"
Cst
TO O.Og
BC 0.03
we 0.00
(Matrix)
DEFL,
Vorl(l.L)
Vert(Tl)
. Horz(TL)
In
, .0.00
.0.00
.0.00
lIdeII
.990
.999
nfa
ScaIiI- ':8.2
x
:x
PLA1ES
MII20 '
GRIP
185/148
Oee)
2
1
3
Weight alii
BRACING
TOP CHORD SheOlheJ , ...
BOT CHORD Rl91d ceDing dInIclIy applled or IlHl.o ee bnlelne.
.'
'I EXPlRAllOlt DAlE: 12/31/04
JAM 2 2 Z004
.......J
A !WARNlNG - VERIFY DESIGN PARAMmRS AND READ AU NOtES ON THIS 'AND T1lUSS DRAWINQ NOlD BlFORE USE.
Oestgnvcld.for\A orIywllhMl1ek,....,.,~~...~ lhIsdeslg'\bboMl atvl..potl ,. ..' ._. ".~ondlsfofa'\1nc1MliJC:lI buldhQ U-',._ ..to~lNtallldCl'ldbodBd
~coly. AppIcQI:Qyol<le$V\~orome1orlia'ldPltlP8I_..............~~. ,of ...' '"~ _ Is I1IlPQns:bIIIyor WlcIng deIIg'l<<-nr:ItMlduIIgner. ~lhoWnbforlcl8ltll
IlJPPOI) ofln:J1vklJol WOt)men"tlellcriy. AdcIIlonoJ,: '....,~", bcodng1oi'llurestoblltydJr\ngOCl"llhu::tonls:th8 "_."~,,,,,,_ 01 Ihe erector. ^ddlUonalpetma"Blt
brDchu of the CMIrOIlfruct\rebrnoresoon~oIlhet:UldlnOdiJIgna forger.Clfol Q1JIC:\CncO regon:n-o,"u"....,. quoDyccr4rol rtoroge, deltmy. .~Ionord
brachl;J,cor"SlJt:m.a&Q.lcil1ysta'\dard. DSB-891lroc1ngt,..__.....,:.... c:r'Id Hm-91 HalCJroln1lol~md ~ r...~ .: .':. avolobletomTruaPbfetns1lM'e.
6a[)'()nofdoDr1ve.~'MWI9.
,~'
, theTRUSSco.
.. BUDDlNtilIUPJ'LT ore.
~,
xt~~. -I
;~~.'~~~"",
':-::-':,:'-.',,
:~:'.::~~;.'.':
':-r.:-~!. :'::,',:
....
,..
",.i
, ,
",'v-p .....~:~'.
14~~3 FRoA:GENE STRINGFIELD'
J.li' ,
P.001'00'f
. '--...
'.
541~689-8266
TO: 8953461
",.
~ltif!t....;;... GalatI. door header. 1\011 ~rtalll>lme. 12" 0V8II1ang I' roo' im> and gable enillnm WOIght. ,
8..S__1l102OIl2OO> 31/2"..)( 12'~CIa.SslC, Glulam™ (24F -1"8E Framirig OF) " '
.1..I/.,>>U="'"
g.........~'.IS... THIS PRODUCT MEETSOR EXCEEDS me SET DESIGN '
.. CONTROLS FOR THE APPLICATION AND LOADS LISTED '
, M.mller SlOp.: 0112 Roo' SIopeOfl2,
',I'
I
I
1
J~-.:~':-
1!J1
f
16'10.
All dlmen.lon. are bOrtzonlal.,
.prodUCt D'~ I.. ~~nc.ptu:a~
. ,
'f...
'r~.'
Anaiyo15 19 .Ior Q :Header (F\1JaIl Be8m) Member. Tributary Load WIdtIt '1:
P~1I18IY L.ad GroUp- Snow (pSI): 25.0 L""..1115"dul1llJ.n, 15.0 DoIld
varileeJ LDada: ' .
Type ,CIa.. UY8
Teperlld(pll) FIoor(1.O(l) 0.0 T. 0,0
Tapered(plt)' F1oor('.OO) 0.0 To 0.0 '
"'"
" -"
. "
, '
Comment
,
,.,..,
, ,
Ilo8d .
20.0 T. 60.0
50.01020.0
lDooUon
OT08'1l7'
0'1l7' T.'6' 10"
Appl]caUon
Adda To, ,
Add.T. '
"
,-",'
, ,
"I c',
, ,
., II
, SUPPOR'(g; ,
, ""
,.,.
Input' IleJirlng Vortlcal RUCllons 1'''''1
, Wldlh LangtIl LJ\ou/DoadIUpllII1tolal
1 "WoOdoolumn '3.60" 1.5l7' 4::l1l631.1011~
2,:, Wood eel'"'!" 3.50" 1.60" ,421/1135/0/1056
. ' ,
-llM TJ SPECIFIER'll I BUILDERS GUIDE lor delllll(.~ By Othora
001011 OthOr
"'"
" ,.
By Olhonl NOn.
By 0lIulm None
..,.
,"'f",
, "
,
('J. SIGN CONlP04!:
'., '.., ., '. r.taxlnium Doalgn, eonlrol ConlrOl Loaa~on
, 6h..r(lbe) . '1038 '.910 '6:l7S, PasSod(I5%) , Rl end Span 1 und.rSnawloadlnQ
M.men! (Fl-/.J)9) ~~37 4437 19320. Pa..ed (23%) MID Span 11l1lder Snow Iaadln9
lJ'/tlLDad Deft (In) 0.092 0.5SOP88OOd (1JIl99+) 'MID Span'1 Under Snow Io.dlnil
TolllILoQdoeft(li1) 0.238 0.825 Pa..ed(lJ8311 MIDSpsnl.,~"'SnoWIO.dlng
'..oenooll.n Crllel1a; MINIMUM(lL:1l380,TL:U240). " , . " '
, ..erucing(Lu): All comprees\on edgoa (lop ancl bottoml must ba brAQed 0114' 7" 01. unf... detailed .lnOly.>l... Propot QIlGOhm.ni and ~.ItI.n1ng .llntetul
brnc/ng III reqUired Ie ach/oWl meJriIlef o1abIIlty. ' . : ' ,""
, -Design ....um... ed.,qu8t. oonUnullUllltlte1ld eupport.' the oem..':"'... edge. .
'&mrn9NAL NOffiS: , ,', , " , , '",' , , '
-lMPORTANllTh.ll/IIllya/s ~ted Is oulpullromeollwlueij....l.pedbyTI\ISJoIot(rJ). TJWll1rW118 1M 812!ng~" produClB bYU1leaollW1lreWll1 ba '
accompllshodln aOCOrdanco wtlh T J ~ deolgn cr1IoJl..nd oo<Ie aooepled de&fgrl val...... The .pec/no product app\lcauon, Inptll dealgn leade, and,
sIaled d1manatona hBYBbeen ,'. '..'..01'''''" IlOIlWaRl lJIIlIr. :rnlSoutpllllv.Jonotbeelll'll\'lewed by. TJ ^""",ale.' .
,-Not 1111 produClB are ~dIly.wlJabl.. CIleck with your ouppIl.r or T J loonnloa! rep_ rO( product ....II.bDlly.
'.tHlS ANALYSIS FO({ 1RUS JOIST PRODUCTS ONL VI PRODUCT GUBSTI1\I1iON VOIDS THIS 'ANAL valS.
, ~AI1llWl1b1. GInlOo DeoIgn molhodology WlUI U$OG tor BuBdlng Cod. UIlC ilnaIytIng lb. TJ Ototrlbtlllon product ll9led above,
-Th. onalyul&.pre;,entad Is....,...:ata I.r Clllll8Io lllulomllC 'be"""'. OyWeyerhe.....r,
.....,
.,....
PFOJI"CT INFORMATION:
HaYden H.mes
16' oa"'9a door heed.r; parnlllll
to going. lNSS layoUl,
OPERATOR INFORMATION:
TillY ~ter
Gone SlrIngn'kl eubdlng Meterlal C..
, p.O. e.. 2707
Eug.... OR ,S7402
Phone: '541.sB9-8014
Fax: G41-!l1l9.a2ll6,
gs~:,,;...... .~'"1:~.,.~net
(.l
. .'t..........
eop:r~t'hC 0 acc. w tl:\lA Jo1f1ll:,_ . """N'''''IIII1I1Rt'Olldft'1lllD
tJ'-~ J." " roO(lJ.tll.l'~.d t.n~k or 'fAll ~11'11;.
C1CU:rDLo l11:ulna- ~" II trad.-.ac:k Dt ~"~""".r..
)
/
~Ir
LP
I I I
~ " t
. ; .
! ! !
I I I
;
;
;
;
!
;
;
;
!
!! !
~=:i==i::i.,
i i i i
! ! ! !
! ! ! !
i ! ! !
! ! ! !
i i i i i I
i i ..:l~ci
Ii,,'! !!!
i !!!
,
;
;
;
i j
~
..1...1.
! !
i i
. .
t"'l
! !
! !
! i
! !
l l
! R91 ! ! i i
i i i i i ic6!)
. :F:~:=F:?=,rl'~1
I ! bid' !' I t
lliUJ::!N)(~~
j ! j
i i i
! ! !
! ! !
, .
"!""j' ,", l
! ! ! ! !
i i ;.
HAYDEN HOMES
THE SAGEWOOD - GARAGE LEFT
WI STANDARD, 4ft, 6ft, & 8ft. EXT.
SIDE GARAGE ENTRY WI BONUS ROOM
MAIN FLOOR LPI JOIST LAYOUT
Il!:!'!!r""~"-"~.'-
::V"I=-DUT If:Y 1= I::." I~
;~.;-~~~ I~ I=I~ I:~
FLOOR PLACEMENT PLAN
:r.~Ej)
,
!
!
;
,
,
!
!
!
. !. .
! ! i ! i
i i i~i
f .::b:l:~
i i i i i
! ! !
i ! i
! i i
! ! !
III
i i i
! I ! !
. i,......i..
\,
I '---'.-"-"."". -.--..-..-. --.--..-.. ,..,'"-""'",._...,
-----.-..---t,:."~..,'_=.:..U------.-..-...
!!I1oft____
~
~
=.-- '"
~-
~.
._~
--
--
,
"u
--
":r?'~-:.:'..."'--.
......-----
.-
U. HVIIWDW&c:IC:ID& tEl!
OOT~
o.~rTTlU""._
OOT~
--
.........----
........-.---.
..-....--........
-
..--.--.....y....
'" ...-...."...............
::a:':.::':'~-&::r"
..--.-..-...
-----.-..:-
-
t.':...~-_...-
-
IIoJ
........ .
-
IOII'-~
-
1::'=:="";-'"
I
TOP NOTCi
T............
4.X..x.....~.
----.
.--.......-
)
.. ~ I
~:. '! !
.~M@~; !
Il,UA~ .
~el;
i~gli~
~ ~i5t!
li!IU"I'
ir!ltt'
ili g!l il
d!:"UliL
I
i1'j
"'j
llM
,I;:
~8~8
oi<a::
:J:l!l~'"
Z<I((.)::l
l!l'" .~
>-U)f!:m
I~~*~J
-Jj
Hit
.2.
_ 01 ~
f~ll~,
.i~O
110r2
, ,I
, ., ,
~L"''''''
I )/."1I117If/'UIE
A is"'!1n Lo~l .
"if . 012- a.c. B",!ln~out m
~,,::.~ZO'~ @) ..... @> @19.2' a.c. T
. r----"""" ..-.--------------------..--....-h"'--...h~-.--_r--l"-.--r If ...... ~ ~ -t ~ ~ I- ~ .... + -I .L 1-' . ~.. -+-' ,
~d ! i ~ ! ! ! !! ! j ! ! ! ~ ~ ~ ~ I:! --! -! - j -! - --! - ! --, - ! --, -! - '--l--j -i~J--! -! - ! - -~-'
~L"'ILW ,I 1t1- !!!!~~ 1 ~!!1~~1 l~ln!!!! ! ~!!!!!! l~~W~9~! 1
:I 1jr XII 71f/'... II _ ~ ~ ~ ~ ~ ~ ~ 1 ! ~ ~ ~ ~ ! ~ ~! I:i i ! !! ~!!!!!!! y. ru~ ! !! ~
t ~ E tA\ ~ ~ ~! ~ ~ ~ ! 1 ~ ! 1 ~! Iii i i i i !! i i i i i ~1~ I -i i t- ~
~ - ~ I I I I I I I I I I I I 1 I I. : ~!5':: i i : : : ::~ ~ur::: I
~;.~~~i~~' 1 !!!!!!! !~I !!~~.x9yrL !! ;~~'9~1! ~~!! ~ ~
5 _I 1 I 1 .1 I I I I I I I I I. - .. I I . . . . . I I I . .. I
' ;;:;:::: : ~~,::::: :: I! ! ! ! ! : : : ! ! ! ! !. ::!!! :
=. .L..J L J. JI. . . . . I I I . . . . . i I I . .. I
Ifi-~' of:: : . L1"Q2 .11;7/11-: II! ! !3/2~' ! : : : ! ! ! ! !: ::!!!.: 1115'
~'~.~'=! l ~ ~ l!! ~! ~ Ili inz'W>t9ve-~ ~~i i i i t-,! ~-_-J-_-:1 i i rl.:::b, ~WX9112".
Ir3~~81 ! ~ 1 ! ~ ! ! ! l:L"'~ ..i..itr~. ~ ! L.i.,..j/."~..~ut ..1f1n :r ~ II i I :r ! 1"\ '
II = I 1 I I I 1'1 1 I I I: :3{4: : : i i I : : r: : .JJ I!I ;!I I ~J, : : ~I
GMtlHM 1....1LW i1. E I I I I I I I I I I .J.~-~?-l:$-~r..::i:::;=:T:4-t-Li-t-~~~==r=~-~-.t4l==r~ l.... I :II.. X. 1jr I.~ ..
"tr''''''"''''~~:<, Ii, i Iii i i : i Ii! ! ! : V~dwx~.t 1~! lm~d9~: ~~'9~~ H
II . " . , . , , , . , 'I..-~-_~_~____J__l__J_____~. . , " , . , , , . .,
II. i j i i i i i i i i i i .1!--r--T--r-r-lviO~-i'-j-'r-r~, i i : !! i i ! I ! i' i f
LL___~___.-..J--.:.--;.---- __j._-i__..~.j._;__..__j._;__~ -' i-i.--i-- '~! ! ! ! ~9'r~91/r! I r" ! ! !j ! ! ~/2"! ! ~
@. " , I I . "" , ' " "-j' , , 104" " I , I . . I
~L ~11" , ! 'I: ~ ~ ~ : ~,~ i~~*owxbz! i .L3/16'1 I......
., U'.LZQWX~{&n ~ I! ! ~ I 2 W~9th-~!-~ ! : L!'lzuwx~mt E
2113 _ ~ ~ !ad'f 4:-_J L..' _ _' _ _ _ .J.,"_ .. i 1I29'! ! ! ! ~ ! !:
LPI2OWX9112'" ~I I I I I II : . .~. xj91/2. I I . . I 4}
,. . . , I" fJ!I I " <' """" ,
~i i i i I II 'CJJ 1J!5' i i I . .I j I Ii. i I' I .
" ,~ ,N' LPI2OWX91/2""\",!;;" ,If>>l : ' 'J E5'
@ 'M-!--!-J-~- ~ '\..., ""....tr L. .A-~-T- Ii -i -i.-0=r-i-'TiJ~
.1. . . ~ v ~ F........;~.
@ c' @@
HAYDEN HOMES
THE SAGEWOOD GARAGE LEFT
SIDE GARAGE ENTERY W / BONUS ROOM
SECOND FLOOR LPI JOIST LAYOUT
,_ ~A~W
International wood products, ILC,
UPPER LEVEL HAYDEN HOMES
HiE SAGEWOOD - SIDE ENTER GRAGE LEFT
WI BONUS ROOM
MATERIALS LIST
FILENAME: Drawiog3.dwg GENERATED: 03/29/2005 11:12:52
Designed By: AARRON PHILLIPS. IWP
I JOIST
I-JOIST LPI20W X 9 1/2" (43 stick(s) total)
(1/5) (4/10) (2113) (2114) (15/15) (11116) (3/24) (1/29) (4/31)
Total Linear Footage = 725feet
I-JOIST LPI32W X II 7/8" (28 stick(s) total)
(8/3) (20/20)
Total Linear Footage = 424feet
,~
I JOIST BLOCK
I-lOIST BLOCK LPI20WX 9 1/2"@ 192" O.C. (32 LF)
"1M
RIM I" Solid Start X 91/2" = 144' total
(9/16')
RIM I" Solid Start X 11 7/8" = 48' total
(3/16')
LVL BEAMS"
GANG-LAM LVL BEAM I 3/4" X 9 1/2" 1.9E (4 stick(s) total)
(1/5) (1/6) (218)
GANG-LAM LVL BEAM I 3/4" X 11 7/8" 1.5E (I stick(s) total)
, (1/13)
GANG-LAM LVL BEAM 3 1/2" X II 7/8" 1.5E (2 stick(s) total)
(215)
GANG-LAMLVL BEAM 7" X 11 7/8" 2.0E (I stick(s) total)
(1/20)
Note:
It is the BuUden / Contracton responsibility to,verify joist lengths.
Blocking panels (if required) are to be cut by tbe Builder / Contractor.
Web otiffenen (if required) are to be cut and provided by tbe BuUder / Contractor.
Additional non Louisiana-Pacific materiat may be required.
International Wood Products, LLC.
14421 S.E. 98th Court' P.O. Box 1750' Clackamas' Oregon · 97015
(503) 650-9663 ' (800) 875-9663 ~ FAX (503) 657-1843
_ww
International Wood Products, ILe
UPPER LEVEL HAYDEN HOMES
THE SAGEWOOD - SIDE ENTER GRAGE LEFT
WI BONUS ROOM
HANGE~
HANGER Simpson GLTV 3.511 (2 total)
HANGER Simpson HU II (2 total)
HANGER Simpson IUS 2.56/9.5 (26 total)
HANGER Simpson IUS 2.56/11.875 (16 total)
---,---END LIST
"Multi-ply blocking quantity does not represent the total number of plys.
"Multi-ply beam ply's are added to multi-ply quantity.
.F
,
~
It Is the Builders / Contractors responsibility to ,verify Joist lengths.
Blocking panels (if required) are to be cut by the Builder i Contractor.
Web stiffeners (if required) are to be cut and provided by the Builder / Contractor.
Additional non Louisiana-Pacific material may be required.
, International Wood Products, LLC.
14421 S.E. 98th Court. P.O. Box 1750. Clackamas. Oregon. 97015
(503) 650-9663. (800) 875-9663. FAX (503) 657-1843
_ ~^~W
International wood Products, LLC
MAIN LEVEL HAYDEN HOMES
THE SAGEWOOD - SIDE ENTER GRAGE LEFT
WI STNADARD. 4Ft. 6FT. 8FT. and BONUS ROOM
MATERIALS LIST
FILENAME: MAIN LEVEL SIDE ENTER G-L. W-BONUS OPTIONS.dwg GENERATED:
03/22/2005 14:20:49
Designed By: AARRON PHILLIPS - IWP
I JOIST ----
I-JOIST LPI20W X 9 1/2" (22 stick(s) total)
(22/28)
Total Linear Footage = 616feet
I JOIST BLOCK----
,~
I-JOIST BLOCK LPI20W X 9 112" @ 192" O,C. (38 LF)
END LIST
'Multi-ply blOCking quantity does not represent the total number of plys.
"Multi-ply beam ply's are added to multi-ply quantity.
Note:
It is the Builders I Contractors responsibility to ,verify joist lengths. '
Btocking paaeis (if required) are to be cut by the Builder"i Contractor.
Web stiffeners (if required) are to be cut and provided by the Builder I Contractor.
Additional non Louisiana-Pacific material may be required.
International Wood Products, LLC.
14421 S.B. 98th Court. P.O. Box 1750' Clackamas' Oregon. 97015
(503) 650-9663 . (800) 875-9663 · FAX (503) 657-1843
NOTE; 2l104.1_~Str-.0MIgn . LOADTA8li
1. ~~S~~,.g;~NNE~~~ C::NLY NOTE: LOADS SHOWN ARE! FOR INPUT lOAD CASE m. OTHERlOADCA!ES
LOADING, DEFLEenoN UMlTATIONS. FRAMING FOR PATTERN lNE lOADING ARE CHEa<ED /4B REatIlREO.
METHODS. WlNO AND SasMK: BRACING, AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANT1LEVER.)
LAlERALBRAClNGTHATISALWAYSREOUIREDIS DISTRIBUTION SOURCE TYPB TOP/SlOB LOAD PROM '1'0
THE RESPONSIBlUTY OF TIiE PROJECT ENGINEER Fr-IN-SX "-IN-SX
OR ARCHITECT. DNIPORM ROOF LIVB TOP 200 PLP' 13-00-00 15-06-00
2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DSAD TOP 120 PLP 13-00-00 lS-O'~OO
LATERAL8TAEllUTY. UNIFORM HALL DEAD TOP 80 PLP 13-00-00 15-06-00
3. DO NOTCUT,NOTCH OR DRD..L LPI FLANGES. UNIFORM FLOOR LIVE TOP 53 PLP 00+00.0015-06-00
4. SHIM ALL BEARINGS FOR FUU CONTACT. UNIFORM FLOOR DEAD TOP 16 PLF 00-00-00 15-06-00
5. VERIFY DIMENSIONS BEFORE ClITTIHG LA TO SIZE.
6. THISLPIIS TO BE USEOAS A Fl.OOR JOIST ONLY.
7. PROVIDE COMPRESSK>H EDGE BRACING AT
45" D.C. OR LESS.
HAYOEN HOMES. The Sagewoodd J7
NOTE FOR DOUBlE l.P1
/It- CONNECT OOUBL.E LPI USING 2X& + W 0S8
AlLERS FUll LENGTH OF JOtST. FOR JOISTS
THAT ARE TOP LOADED ONlY.FIllERS HEED ONlY
BE l.OCATED AT EACH SUPPORT AND AT tlON
CENTER MAX. FILLERS MUST BE AT LEAST 4'WNG.
TOP lOADS MUST BE APPl1ED TO BOTH t-JOISTS.
B. PROVIDE 4' LONG FILLERS AT ALL
CONCENTRATED LOADS. CENTER FIl..l.ER ON LOAD.
C. FASTEN FIl..l.ERS THROUGH LPI WEBS WITH
I ~~~~e:~A~~~T~~~
I WHERE POSSIBLE.
D. MAXIMUM SIDE-APPLlED lOADS FOR STANDARD
DURATION: UNIFORM LOAD _ 2GO PLF,
CONCENl'RATED LOAD -1000 LB3. WADS CAN BE
DOUBLED FOR NAIt.S AT 0" OC, TRiPlED FOR
NAlLS AT 4- ce, ETC., AND MAY BE ADJUSTED
FOR OTHER LOAD DURATIONS. .
E. FLOOR SHEATHING TO BE NAIL.EO TO FLANGES OF
.
SUPPORT REACTIONS (LeS):
CASB BBARING NUMBBR
1 2
1 40:1 167:1
:I 78 670
3 . 440 1128
4 40 1:114
NIN 'BEARING SIZBS (IN-SX).,1
1- 8 .3. 8
MAXIMUM DEFLBCTIONS
CALCULATED ALLOWABLB
LIVE LOAD 0.10* 0.33*
.DBAD LOAD 0.01*
TOTAL LOAD 0.11- 0.66*
WARNING NOTES:
OR
INTERNATIONAL WOOO PRODUCTS
2 LPI20W DEPTH 9.~.
WD= 0.375- .
FLANGE 1,50 X 250
DESIGN CONSISTS OF 2 ~ FLIES FAS'l'ENKD
TOGBTHER lREFER TO NOTES) .
.,w
1.15
0.90
0.90
1.00
0.90
....
nIIS COMPONENT DESIGN 13 8PEClFICAU.Y FOR L..P ENG!NEERmWOOO PRODUCTS.
USE OP nos DESIGN FOR ANYTHJNQ OTHER ntAN QANo.I..AM LVL OR LPI JOISTS 13
8TRIClLY PROHtBfTED, ANY UODlFICAnoN Of' THIS DOCUMENT REQUIRES R&VIEW
BY A DEStON PROFESSIONAL.
FlIe: J:\Haydon Hc:lrMs\The Segewood\I..PI2 W-EXT. & BONUS\woode.5PX
M1NtMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI
JOIST AS DESIGNED. IT IS THE RESPONSI9IUTV OF THE PROJECT ENGINEER,
ARCHITECT OR DESIGNER TO VERlF'fTHAT THE SUPPORT STRUCTURE FOR THIS BEAM
IS CAPABlE OF SUr." _.'........ THE REACTIONS.
ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS.
1
",orl..oo
CROSS SKCTION
RIGHT CANTILEVER
CALCULATED ALLOWABLB
.0.04* 0.20-
0.01*
-0.04* 0.30*
J'
13- 6- 0
15- 6- 0
-nas DRAWING 13 NOT TO SCALS-
Handllng&EtectIon Mlac::eII8neouIlnfonnatlon
hmpcnry....,pMnallOII'IIbr-*'Ofor~comporMnt TtIII_of~c:amprlIW1Iahadlt.~by"-deIlgMroflhe
pUnb....,larrnlsllng.....kIrcu.,..t.~..-d ~__.otJl*o...lIw-.ylllllllllllllllplanc8appnwa1
~byoe.r.. NDIoMa..k1t.apphdkl"- 1IIlll~l'tomltwclltelgnertoflhloeon'lPl*atrudLnbd:n...rna
cornpgnenl\dl"-dllwflamnglllllltaanng_ ....0Clfnp0Mf1l. Il'lIwdellgna-.n.kWdeow.doMnoIrnMllt:ll:*
~.AJftD1ImIo1llwll~""""*'-.Ign""~"'- .. _ danal._......olellgn.. WhM....clI'almg..
t..pplledkl....CllIn'IpOI'l8Il llignMend..........eln.dI.nI6ee9'lIe~.........k'l1ll*
..... beMd on <1m pnMcIed by b~. o.no-Lam LVl.end
CTR,l..PtJlllll::l..mIIde.atlClUll~endwao.lled...,..laed.
WoodlndnQCIllIlIIIc:CwIh~.......~~.~by
~.~......IIUppOI't..__c-s.IIoorbMm,IIlI:.).LP
""'1'IOI~0IHb~ TNa~""__""~ 'ACOP'I'OFTMSORAWlNGIS TOBEOI\I'ENTOTHEIHSTAl..UNGCOHTRACTOR'
Cll"~"''''tobe~....~dI:aamenL
""""""'"""
Ttllldellgnendmeteriel~..k'l"""""
conormItywlh..leteet,......ofNOS....NTC. "
DNd..,clelIec:ZIann:tudee~,.."lortnl8P.
TcaI"'deIec:Ionle~
GanQ-lam LVI.. and em. LPI Jobt Spec/ftc8tlcns
. 8upparIa....,~trwoeI'9"l-emLVL.nd CTR,LPlJoillaklt.
--,
"Cammcln ndlIcttw.n,.,....k1OW.....1heI1 t.~ . mlrnum of.f" lor lOd
1Illl3'1or1d.
'DD 1'IOICUl, rK*ft...ar..... Gef9Urn LVI. end CTR. LPl Jclab.-pl. a"-n
k'lp.lt1llehed"""!nlmLP8Il)'IIMotGeno-LamLVLendCTR, LPI......--.ry
b"-Imb"'b1h . , Wrjexprae--..lyotlheproduc'lendLP
dlectelme..trlI*od-....~IheImpled__of~
endar-fDr.~_.
LP...~WIIdeiner1lofl_"'~."-d6:Corpardon.
DESIGN CRITJQlIA
LIVE LOAD
DBAD LOAD
TOTAL [DAD
I tH'Al:l~U
lto.UU
DEFLBCTION CRITERIA
LIVE LOAD DBn:
TOTAL LOAD DSVL:
LOAD SHARINO=
CODS COMPLIANCES
REPORT .
BSR-lJ05
:l0040S-W
l:I7:14-R
Ice-KS
WISCONSIN
CCMC
MSt: 0.21
VSI: 0.33
.0 PSP
" PSP
.2 PSP
'N, CIC
L I ,"0
L I 240
7 .
IDI:i:YI.KCTION ASSUMES COHPOS!:l"
AcrION WITH OL1JBD AND
HAILED 19/32- APA RATED
SHEATHING 132/16 SPAN RATING)
-
I
2- 0- 0
"
Software ProvIded By.
LP Engineered Wood Products
2708 HIghway 421 North
WIImlngton,NC 28401
I.oc:8I 810.182..9818
NaOonel Wafs 800.899.8105
"'"""'
OWG #
SHEET #
ICBO.
Ha~en Horne&- The Sagewood.J6
SUPPORT REACTIONS Ct.BSI;
CASB BBARING NUMBBR
1 , ,
1 446 1406 394
~ 10] ]24 91
3 493 U3 ~I
4 51 131 451
HIN BBARINO.SIZBS CIN-SXI
1-12 .3- 8 1-12
MAXIMOM DBFLECTIONS
CALCDLA.TBD ALLOWABLE
LIVE LOAD 0.18- 0.35-
-DBAD LOAD 0.06-
TOTAL LOAD 0.22- 0.70-
-.........
OR
INTERNATIONAL WOOD PROOUCTS. LLC
.~TABl..E
11 LPl2UW OEPTl1 9.500 R
WEB: 0.375-
FLANGE 1.50 X 2.50
NOTE: 2004.1 ~s... DnIgn
t. THIS COMPONENT IS DESIGNED TO SUPPORT ONlY
THE VERTICAL LOADS SHOWN VERlACAnoN OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE (1). OTHER l(W) CASES
lOADING. DEFl.ECTION UMrTAnoNS. FRAMING ro~~NRf~b~~~E=OFASsp~~cNmi..EvER.)
METHODS. WIND AND SEISMJC BRACING, AND oniER .
LATERALBRAClNOlMATIS/'LWAYSREOUIREOIS DISTRIBUTION SOURCE TYPE TOP/SlOB LOAD
THE RESPONSIBlU1Y OF THE PROJECT ENGINEER
OR ARCHITECT.
2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE
LATERAlSTABn..rTY.
3. DO NOT CUT, NOTCH OR ORU.lPt FLANGES.
04. SHIM ALL BEARiNGS FOR FUll. CONTACT.
5. VERIFY DIMENSIONS BEFORE CUTTING LPl TO BlZE.
8. THIS LPIIS TO BE USED AS A FLOOR JOIST ONLY.
7. PROVJOE COMPRESSION EDGE BRACING AT
26" O.C. OR LESS.
UNIFORM
UNIFORM
PIlOM TO
PT-IN-SX PT-IN-SX
64 PLP 00-00-00 ~7-00-00
19 PLP 00-00-00 27-00-00
1.00
0.90
LOAI) LDF
FLOOR LIVE
FLOOR DEAD
TOP
TOP
WARNING NOTES:
THIS COMPONENT DeSIGN 18 8pectfICAU. Y FOR LoP EMOJNEERED WOOD PRoow;ra.
use Of THIS DESlON POR ANYTlilNO 0lltBR THAN ~ LVI. OR LPI JOISTlfI!li
8TRICTl.Y PROHIBITED. ANY MODIFJCATION Of' THIS DOCUMENT REQUIRES REVIEW
BY A DESION PROFESSIONAL.
MINIMUM BEARtNG SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPl
JOIST AS DESIGNED. rr IS THE RESPONSI8IUTY OF THE PROJECT ENGINEER.
ARCHITECT OR DESIGNER TO VERIFY lMATTHE SUPPORT STRUCT1JRE FOR THIS BEAM
IS CAPABLE OF SUPPORTING THE REACTIONS.
ANCHOR L.PI JOIST SECURB..Y TO BEARlNGS OR HANGERS.
L
,.500Tl.500
CROSS SECTION
~
-
,
14-0-0 13-0-0
21- 0- 0
-nus DRAWING IS NOT TO SCALE-
MlIcelI~I",omIatIon
GanQ-lam LVI. and em. LPI JclIt Speclt\altlonl
'8upporb8l:lll~lIlr(Mng.lamLVLandCTR.LPI""'tobe
--,
. Common ndI drMn perdal to p...1net III\IIlI bI..... ~oI4.for 1Dd
Md:rtored.
'OOnotcut,lIlIktI,dor"'GerQ-UrnLVlItndCTR,lPl JolIta_p1alhDwn
kI ~ .......frDmLParryll8eolOanQ-UmlVL...CTR.t.Pl JoIIbcannry
tolhelmb_bIl,*-,~'"Ytzp'Mt~clllwpodud.'" LP
~dllnplld'nlnllllnncldnglhltllnJll-:l~aI .,J
andmr-I:lr.~_.
TllfPPCl'llryand~"""b<-*>gfortDlIngCDl'npDfWll n....oIlh1r;~~be..,.cllledbylhe."....oIthe
~....:lfar...-..g"""lDrcMllhdbedHlgrwcland ~1IlNc:IIn.~IIlI"-'}'__~apcIftlftl
lnslaIledbyaChels. Noa.cD_lllbe~tolhe andlnltruclkln8tmmlhednlgrwtollhe~t1nlclur1ibtlloreUIInG
llClITIIIOIIenIwllII......hfranqlalld~_ 1hlI~ .,fIedRlgncrbdalllltd__dDetlllll:rr...a1oelll
1XIft'IPI-.:I.~nollmeahdra.d8gr..-lhMdMlgnlclma ~CllldII ckInotu.,.d-*IJI. W1wINldrnlngll
beappledblhec:ompclMlll ...and-*l.IheIfrul;tunl~II~.ltlOMln"'"
.0000Cr11.n. ~_:'~%.':.cu::':i~~~
Inwdalgn.....-...~_n...... WaadlndnetCl:ll'lt8dwllh__"'be~_~br
CD'IllnnIrywlhlhelDll.rwIslcIMoINDSMdAITC.. __.CcnInuauI.....IUI)pI;1I1.-.-d(wd.1loclr~*I.LP
Dud bid de8ecIlDn ncua. ~ t8dclr Itlr~. daM 1lCII1lfO\fkHI..... ~ ~ df.-lng 1IlUItr- m ~ . ACOJII'fCl' THIll DRAWING IS TO BE GIVEN TO THE lNSTAl..1.JM) CONTRACTOR
T<lIlIlbld.-a.c:&Dnb. .. . . -. lll"~""~tobe~"~dIicuInM. LPII.......~oI'-"' ..p.dftc~
Ale: J;\/UycIon Hames\The ~ W-EXT. & BONUS\woode.SPX
DESIGN CRITERIA
LIVE LOAD
DBAD LOAI)
TOTA1o LOAI)
I SPAC1.HU
l.~.~U
DBl"LEt."l'lON CRITERIA
LIVE LOAD DEFL I
TOTAL LOAD DEFL,
LOAD SHARlNa;
ICC-KS
WISCONSIN
e<>le
CODE COMPLIANCES
REPORT .
BaR-HOS
200405-"
U124-R
MSI: 0.68.
VSt D.58
40 psp
12 pap'
52 PSP
<N.
ell:
L / 480
L I ~40
7 .
IDii:FI&CTJ:ON ASSUMHS COMPOBITK
ACTION WITH OWED AND
NAILED 1/8- APA RATED
S'I'VRO-I-PLOOR (]~ O.C.)
Software ProvIded By.
lP Engineered Wood Products
2708HIgfMwy042tNol1h
WDmIngton, NC 280401
l.ocel 910.782.9878
NIItklna1 W. 800.999.9105
OWG #
SHEET #
1
j
~,
.....,
IeBD
Hayden Homes-- The Sag8'NOOdd.J5
SUPPORT RBAC'l'IONS (USI;
CASB SBARING NUMBBR
1 2
1 603 603
::I: 139 139
HIN BEARING SIZES UN-SX) I
1-1::1: 1'-1:1:
MAInltJM DBFLBCTIONS
CALCULATED ALLOWABLB
LIVE LOAD 0.::1:9- 0..8-
.DBAO LOAD 0.13-
TOTAL LOAD 0.3B- 0.7:1:-
OR
INTERNATIONAl WOOO PRODUCTS, LLC
I, LPI ;ZOW PI;:PTH If.~-
wrm: 0.37S.
FLANGE 1.50 X 2.50
t1NIP'ORM
UNIFORM
roP
roP
""""
"-IN-SX
U PLP 00-00-00
19 PLP 00-00-00
LOAD LOP
NOTE: 2004.1 AbnIbIasu..OnIgn . LMDTABLE
1. THIS COMPONENT IS DESIGNED TO SUPPORT OM. Y NOTE: LOADS SHOWN ARE FOR IHPUT Lcw) CASE (1). OTHER LCW) CASES
mE VERTlCAL LOADS SHOWN VERiFICATION OF FOR PATTERN LNE LOADING ARE afEO<EO AS REOUlREO.
LOADING. DEA..ECTlON LIMITATIONS. FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CNmLEVER.)
METHODS. WINO -'NO SEISMIC BRACtNG. AND OTHER .
LATERAlBRAClNGlltATISAJ..WAYSREOUtREDIS DISTRIBUTION SOORCB TYPE TOP/SlOB LOAD
THE RESPONSIBD.JTY OF THE PROJECT ENGINEER
OR ARCHITECT.
2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE
LATERAL STABlUTY.
3. DO NOT CUT. NOTCH OR DRJLL LPl FlANGES.
... SHIM ALL BEARINGS FOR FULL CONTACT.
5. VERIFY DIMENSIONS BEFORE CUTTING lPl TO SIZE.
8. THIS LPIIS TO BE USED AS A FLOOR JOIST ONlY.
7. PROVIOE COMPRESSION EOOE BRACING AT
24" O.C. OR LEss.
ro
i"T~IN-SX
14-06-00
14-06-00
1.00
0.90
PLOOR LIVE
FLOOR DBAO
WARNING NOTES:
llCl8 COMPONENT DEatON IS 8PEC[flCAll.Y FOR L-P l........~.....w WOOD PROQI&TS.
use OF nus DES10N FOR ANYntINO OTHER THAN OANG-U.M LVI.. OR LPI JOlsTins
BTRJCTLY PROHIBITED. ANY MODlFICATION Of' THIS DOCUMEHTREQUIRES REVIEW
BY A DE15IGN PROFESSIONAL.
MINIMUM BEARING SIZES ARE SUFRCIENT TO PREVENT CRUSHING OF THE LA
JOIST AS DESIGNED; rr 18 T1-IE RESPONSmlUTY OF T1-IE PROJECT ENGINEER.
ARCHJTECT OR DESIGNER TO VERIFY THAT T1-IE SUPPORT STRUCT1JRE FOR T1-IIS BEAM
IS CAPABLE OF SUPPORllNO THE REACTlOHS.
ANCHOR LA JOlST SECURB.Y TO BSARlNGS OR HANGERS.
1
9,500 T
rtL'500
~
CROSS 8BCTION
14- 6- 0
- THJS DRAWlNO IS NOT TO SCALE-
Handling & Er.ctIon MIIceIIaneous Informatlon Geng-Lmn LYL.nc1 eTA. LPI Joist S~tIons
Ternparatyn~blwmglclrhc*llngoomponent n.""'oflhl:loomponent.....bII~byU.~d.... .SupporUn~ror~LVI..ndCTR.LPIJoi1l11lDbII
pllmbMMlfor..-ung........~....blldMlgMcland ~~.ObtPlIIIU.~-s.~llPPfO\'II 'P"ClIC~.
n.bllIedb'flllhers. Na~_IDb.-~ID"" andlnltNcllcr-.fnlm...........dU.~lINclInblltnu.IrQ 'Commonndl*hrMpatlllIeIlDakIe"'lh8llbllepK*l'~d".fur10cl
CCIlIlIlIIl*\ll.lltldar......hn*1gandfaClri'ag_ ..~ If....dnlgnabRlladltxwoldollnatlMltb:lll and3"fDrlld.
~A1I1O.............,....lh8ndellgn'-N buIdlngCDdl , dDnat_..dlllJQl\. WhIn"dlwwlngll 'Donatcut.naldI.drlIor""QIno-lAmLVlandCTR.LPIJo1m_pl..~
bII.ppllldlD"'~ llgnecIand~...tlrudlnto.lgnll~_lhclwnh,* h~"""lnlmLPIIIY_ofGerq-UmLV\.IndCTR.LPIJDi11l1lX1f1lrwry
~bllMdDllclatil~by""CUItllrrwr. GlnctUmLVl.-.d 1D....lmblllblb .' lIIYexcr-lnITmtydlhl~IndLP
CTR,lJI'lJobla_lI1lIlIIwIhauIllImbIIrlnd..dellIdund.-lDoed. dIIdIlmI"~""""IrIdId'llU.ImpIM:l""""ol.,.. . ,,_,
IWaodhdhd:contactwlll___bIIpn:IliIdIId_~by nmr-fDr.pMIcuIIIr_. .
codI.CorOllllIUIlIl:Inlalpplftll-.d(Wd.OOOrbMm._t.t.9 .
dD-.nat prvIIld8 an-eII. np.:ecn. TNI ~ ___An:tIIIoctI . ACOP'I"OF na DRAWING IS TO lIE 0lVEN TO THE IHSTAI.UNOCONTRACtOR
or~...dudlDbecon.lclnodlln~~ . -
LP...~~ofl.._" ,.Ic:ConxntIon.
"""""""""
n.clMIgnMd..-tllIPldllld_h~
torIarmlIy"ll'llh....IItaI~dNDSandAITC..
DMd bid dIOIdlcIn..... ......r.:afurlnllPo
TCItIlIlDoeddllllcllDll"
Flo:J:\Haydon .
SIgowood\l.Pt2O W..exr. 6 BONUS\woodo.5PX
MSI: 0.17
DESIGN CRITFiRIA vst 0.48
LIVB LOAD 40 PSP
0... LOAD 12 PSP
'lOTAL LOAD 52 PSP
II:I1'A\,;,l.NlJ ~~."u '0. C/I.:
DKPLECTION CRITERIA
LIVB LOAD DBPLl L I 360
TOTAL LOAD DEFL: L I '40
LOAD SHARING I
,
.
COD.
COMPLIANCES :
REPORT .
BSR-1305
:1:00405-"
1:I:724-R
lce-BS
"ISCONSIN
CO<C
IDKFLECTION ASSUMES OOMPOSITK
ACTION WITH OLUBD AND
NAILED 7/8- APA RATED
STURD-I.FLOOR 13::1: O.C.)
~
Softw8re ProvIded By:
LP Engineered Wood Products
2708 Hlghwuy ..21 North
WIlm&'JgttJn.NC 2&401
Local ;10.782.9878
N.tIonol Wits 8OO.VW.9105
0""",
ICDO
OWG #
SHEET #
Hayden Homes-The 3.. olo' _ . ,1.J4
SUPPORT RXAC'1'IONS (LBS).
CASB BBARING NUMBBR
1 . 3
1 4641: 1]75 1:1:03
:I: 3.07 284 570
J 511 84:1: 1:1:3
4 51 816 950
5 46:1: .1405 885
, 58 786 1268
MIN BEARING SUES (IN-aX)
3- 1 3- 1 3-g
MAXIMUM DBFLECTIONS
CALCOLATBD ALLOWABLK
LIVI LOAD 0.:1:0. 0.36.
*DBAD LOAD -0.15.
TOTAL LOAD 0.24. 0.71.
WARNING NOTES:
OR
INTERNATIONAL WOOO PROOUCTS, LLC
I, LPI 20W D~PTH 9.500 ~
WEB: 0.37S.
FLANGE 1.50 X 2.S0
LOAD
LDF
1.00
0.90
0.90
1.1S
0.90
.....
THIS COMPONENT DESION ts epecP"JCAIJ.v POR L-P !NOIHEER!D WOOD PRODUCT&.
use OF lHIS DESION FOR AHYlHlNO 01lfER THAN OAHCJ.I..AM LYL OR LPI JOISTS IS
IITRICTLY PROHIBrrm. ANY MODlFICAllON OF THIS DQCUMENTREaUlRES REVIEW
BY A DESIGN PROFEBStONAL.
FJo;J:\Haydlln. .
-',
." lPI20W W-EXT. & BONUS\woodo..SP
PROVIDE RESTRAlHT A.T....... ...~, . ""TED LOAD TO ENSURE LATERAL. STABnITY.
MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI
JOIST AS DESIGNED. IT CS 1lE RESPONStBlllTY OFTHE PROJECT ENGINEER.
ARCHITECT OR DESIGNER TO VERIFY THAT lHE SUPPORT 8lRUCTURE FOR THIS BEAM
IS CAPABLE OF SUPPORTING THE REA.CTlOHS.
ANCHOR L.PI JOIST SECURELY TO BEARINGS OR HANGERS.
1
",oorl.,oo
CROSS SBCTION
RIGHT CANTILEVER
CALCt1LATSD ALLOKABLB
-0.07" 0.20.
0.06"
0.10" 0.30.
J
14- 6. o. 1]- 6- O.
30- 0- 4
- THIS DRAWlNO IS NOT TO SCALE-
HandlIng & EredIon MIacIIIaneouIInfolm8tlon
r~..-d~lnc*l;fIIr~mmpclI*It n._oI"~""_~bf"'dMlgr.-d'"
pIolnDlndllor~"""'Ian:M""_~1nd ~1tnan.ObI*i.aIhe.-yc:o:s.~appreMII
NlIl*lbyctwa. f<<)1cCI_tD_lIfIPIIdtDlhe ancllnlCNc:lclnlfromh~d"~Auc:llnt.flnUIInCI
~"___""frarnklIIand~_ ~canpOIWIl. UlhednlgnCl'bl1aIllllCl.bolrtodoMnot......1l:x::lIIl
~.Alnallmlllllldlc*'-~~dnlgnlDms bIlIdlngc:o:s. dgnotUM"~. Wlwnaa~.
~applMtlD"'mmponent. ~_IIMIlMl.ItwAU:luraldllllgn.IIPIftIY'ICI___~aa
drwwlngbeMdon~pr'D'ildecIb)''''CUIIkIrMr. G.ng-UmLVl8nd
CTR. LPljlMtl_ m*lOIIhoulCllmberlndwlldMlilcl:unMrlDm.
Wood~dlrKtOllfltKtlOltl__IllUll:~~".-quftdby
c:o:s.. CcInIIruouI......IUppal"l. -.ned (WaI.1loar bMm. -').LP
doM not pI:VYlde 0lHtle lnI:pedlan. TNI dnwIngmwl Mno _Ardlbeta . A COPY Of' THIS DRAWING 19 TO BE. GIVEN TO THE INSTALUNG CONTRACTOR
ore...-.....dudlD_~..~doc:ulMd.
Gang.lam LVI...:I em. LPt JoIat S, .., w '..
.&uppc.tl8ndCCll'lWdlorllb~LVL.ndCTR.LPlJolaslDbe
--,
'Comlllonndl~~tDPA""".rld_~.lllhmwnd'.b1Cld
n3"tDrlld.
'[)gnotQll"ld::I'l.drIlor"'~ LVL.nclCTR.lPlJolab'acepI_-'-"
k1pub11l1l-.l..-lldframLP-.y....dO'~L.....8ndCTR.lPIJo11bcontrwy
IDIhllIImllIIMlb1h . .. ..,......--.tyollhllpn:duc:l..-lLP
dIK:lUM dlmphd wwrMlln lnclucllng 1hII1mplIecl_'*- dmwclwUbIll)'
..-l.....IIIr.pMI=4IIr.....
NOTE: 2004.1 ~_.DnIgn . LOADTASIaE
1. THIS COMPONENT IS OEStGHED TO SUPPORT OM. Y NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE ~l' OTHER LOAD CASES
TI1E VERTICAl. LOADS SHOWN VER1RCATlON OF
LOADING. DEFLECTION UMfTA.11ONS, FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REO RED.
METI10DS, WIND AND SEiSMIC BRACING. AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CAHTlI..EVER.)
LATERALBRA.ClNGTHATCSALWAYSREOUIREDt9 DISTRIBUTION SODRCB TYPB TOP/SIDB LOAD FROH '1'0
THE RESPONSIBnJTY OF THE PROJECT ENGINEER PT-IN-SX PT-IN-ax
OR ARCHITECT. UNIFORM FLOOR LIVB TOP 64 PLP 00-00-00 30-00-00
2.PROVIOERESTRAlHTATSUPPORTSTOENSURE UNIFORM FLOOR DEAD TOP 19 PLP OO~OO-OO 30-00-00
LATERALSTABIUTY. LINEAR WALL DBAD TOP 180 PLP :.l9-09-00 MINBRCJ_J.SO.
3. DONOTCUT,NOTCHORDRJl.LLPI FlANGES. LINBAR ROOF LIVB TOP 100 PLY 29-09-00 MINBRG-3.50.
4. SHIM AU. BEARINGS FORfUU.CONTACT. LINEAR ROOF DBAD TOP 60 PLY 29-09-00 MINBRG-3.50.
5. VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZe.
8.. THIS LPIIS TO BE USED AS A. FLOOR JOIST ONLY.
7. PROVIDE COMPRESSION EDGE BRACING AT
25" O.C. OR LESS.
DMIon """'"
n.dnlgnmd~8pedII<<I_~wb*rlIIaI
c:onfonNIy............,......dHD$nAIT'C..
o..Jk*'ddKtIan~..,..,.,.~fIIr~.
rcUllDm~..~. .
LP..ttJglandhdiomnd'-~' . P.::l6:Cclrpoq1lon..
DESIGN CRlTiRIA
LIVB LOAD
DKAD LOAD
""''''' LOAD
, t1i'Al:lNU
l.~."U llL
DBl'LBCTION CRITERIA
LIVE LOAD DUL:
'l"O'l'AL LOAD DRFL:
LOAD SHARING:
COD"
COMPLIANCES
REPORT .
BSR-1305
200405-W
12724-R
ICC-ES
"ISCONSIN
CQ<C
Mal: 0.72
VSI: 0.60
40 PSP
12 PSP
52 PSP
C/C
L I 480
L I 240
7 .
IDKF~--nON AtISUl'lEtl COMPOS1,"
ACTION WITH GLUED AND
NAILBD 7/8. AFA RATED
STURn-I-FLOOR (32 O.C.)
1- 0- 0
Software Provided By:
LP Engineered Wood Products
2708 HIg'Iwey 421 NofU1
WImk1gttIn. NC 28401
Local 910.762.98711
NdOlwl W.ts 1I01),99D.9105
DWG #
SHEET #
"""'"
ICOO,
Hayden Homes-The Sagewoodd.J3
SUPPORT RBACTIONS (LBSI:
~B BRARING NUMB"BR
1 , 1
462 14.57 olIO
107 336 95
511 925 30
58 869 475
1
,
1
.
r NIN
BBARING SIZBS (IN-SX)
3- 8 3- 8 3- 8
MAXIMUM DBPLECTIONS
CALCULATED ALLOWABLE
LIVE LOAD 0.20- 0.36-
.DBAD LOAD :0.06-
TOTAL LOAD" 0.24- 0.71.
OR
INTERNATIONAL WOOD PRODUCTS, LLC
l ' LPI 20W DEPTti""'9.ioO ~
1fQ,0.375.
FLANGE 1.!50 X 2.!50
UNIFORM
UNIFORM
.... TO
PT-IN-SX PT-IN-BX
64 PLP 00-00-00 28-00-00
19 PLP 00-00-00 28-00-00
1.00
0.90
NOTE: 200U AIDrIfnble snu DuIgn LOAD TABlE
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONlY NOTE: LOADS SHOWN ARE FOR INPUT' ^." -... ~l' OTHER LOAD CASES
'THE VERTlCAl. LOADS SHOWN VERlACAT10N OF ...............-
LOADtNG, DEfLECTION UMfTAT10NS, FRAMING (OFOs::.:sr-r,EN~~~~~ECKEDAS REQORRf~)
METHODS. WIND AND SElSMlC BRACING. AND OTHER I U END OF SPAN
LAiERALBRAClNGTHATIS1J..WAYSREQUIREDIS DISTRIBlJ"l'ION SOURO TYPB TOP/SIDB LOAD
THE RESPONSIBIUTY OF THE PROJECT ENGlNEER
OR ARCHITECT.
2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE
LATERALSTABnJTY.
3. DO NOT CUT. NOTCH OR DRU LA FLANGES.
4. SHIM All BEARINGS FOR FUll CONTACT.
S. VERIFY DIMENSIONS BEFORE CUTTING LA TO SIZE.
e. THIS LPIIS TO BE USED AS A FLOOR JOIST ONLY.
7. PROVIDE COMPRESSION EDGE BRACING AT
25" D.C. OR LEss.
LOAD LOP
FLOOR LIVE
FLOOR DRAD
TOP
TOP
WARNING NOTES:
nas ...... .0 ~. ......T DESION IS SPECIFICALLY FOR L-P ENGlN!ERB) WOOD PROQVCTS.
USE Of' THIS DESION POR ANYTHING OTHER TMAN 0AN00LAM LYl OR LPI JOIs'r'!"fS
8TRICl\. Y PROHIBITED. AtlY MODIFICATION OF THIS DOCUMENT RE!QUlRES REVIEW
BY A DESIGN PROFESSIONAL
MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE 1PI
JOIST AS DESIGNED. n: IS THE RESPONSI8llJTY OF THE PROJECT ENGINEER.
ARCHITECT OR DESIGNER TO VERIfY THAT 'THE SUPPORT STRucnJRE FOR THIS BEAM
IS CAPABLE OF SUPPORTING THE REACTIONS.
ANCHOR LPI JOlST SECURElY TO BEARlNGS OR HANGERS.
1 '
"SOrI"500
CROSS SBCTION
~
-
14- 6- 0 13- 6- 0
28. 0- 0
-THIS DRAWING IS NOT TO SCALe-
Handling & EredIco ~ ,_ . Infonnation
Tempcrary-.d~lndngforhl;lkllng~ n.....f1I~~...be~by....dMIgrW"aI...
pIumb.w:lfor~""'__"'bednlcP:*_ ~~.0bIIm1ll"-..0DCIlI~---'
~byllChwa" ND......bbellPPlecllo.. andNwcclan.l'tomllw~da.~IInIdInt.*nu.lng
c:omponoIf1I...........hn'*Vand~.. ..~ lI''''dMlgnaa.n..-cl~__lIlIl:alNIbcIiI
~.'-tnollme""""'-""dnlgnlDlodll ~~~.dlInoIu.lhilldeIlgn. When"'cn.ft1g1l
be~ID"1XlfI'IPOl'lIII ....._...s.d...IIlruI:tInlIMlgn..~_..--.n..
o..lgnCritarll ~_:'~~~'d=';'C".t~
n.~andmat.rial~_InMlbNnllal WoocllnclndconlaClwllh~mustbe~.~by
oorDmIywllh" ....,......f1INDSandA!TC.. code;.COrl&Inuow......aIppar'l..-"'*'(Wd.lIocIl'~ '*-).LP
DMd bed ddecllon~~laeIorforG'Mp. =-noIpnMcllon-dllNp.ctlon. TlDdrn4n; mull "-"_An:MICh 'ACOfJI'i OF THIS OR.J.WlNO IS TOIU::Gl'VENtoTHEINSTALUNGCONlRACTCR
Tr;ltlfbed~" or~"""lIIbe~an~daa.IrMrIl
FDe:J:\Haydon '.
I3ar9Um LVI. and CTR. LPI JoIst SpeclIlaItIons
'8upporta-.l-.nKtlDNfIlro.ng.u.nL,^-and C"TR.LPl.JDldl,lobe
--,
. Commorl....drlwwI ~ bp;."'", be IP-.lI "**Mn ct." tw 10cl
...,,-torso.
'[lgIllll:QlI,"*,,-"Cll"IIIIr~L\Il.andCTR,LPIJo1att.-pl_a'-'o
InpublllNd......fromLPqwedGlltQol8mLVL.xlCTR. LPlJollb llllnlI-r
to....~...b1l'I . ,,~IIX,",,~d""produelandLP
~"lmphdwalnnllnadudlnglhlolmj:lhdw.nanllMoIlTIal'CIwU;bItIty
..........P'rtbbrUM.
LP iii.,...... ~ III
.............
&IgewDod\l..PI2 W-EXT. & BONUS'Iwoode.SPX
DBSXGN CRI~IA
LIVE LOAD
DBAD LOAD
TOTAL LOAD
, SPACING
.l:J.;l1)
DEPLKCTION CRITBJl.IA
LIVE LOAD DEn.,
TOTAL LOAD DBn. I
LOAD SHARING I
CODE
Ice-BS
WISCONSIN
COle
COMPLIANCBS I
REPORT .
BSR-130S
200405-101
12724~R
MSI: 0.11-
VSt 0.60
olD PSll'
1:2 PSP
S2 PSP
'N.
(:/(:
L / 480
L / 240
, .
IDBl"l.8CTIUN AB6UMK5 COMPOS]TE
ACTION WITH GLUED AND
NAILED 7/8- APA RATED
STURn-I-FLOOR (32 a.c.)
SoftwareProvldedBy:
P Engineered Wood Products
2708 ~"21 North
~NC 28401
Local 810.782.liI878
NatIcnd Wets 600.999.9105
OWG #
SHEET #
~
,,'
"""'"
lCBO
Hayden Homes-The Sagewood.B2
SUPPORT RBAcrIONS (LaS),
CASB B BAR I N (3 NOM B 'K R
1 ,
1 1304 1304
2 164 164
MIN BEARING SIZSS (IN-SX) I
3- 0 3- 0
MAXIMUM DBFLECTIONS
CALCULATBD ALLOWABLB
LIVB LOAD 0.02. 0.11.
.DEAD LOAD 0.00.
TOTAL LOAD 0.0:2. O.:2P
UNIFORM
UNIFORM
UNIFORM
"~,,,,:,,, ~..,ATKD
CONCENTRATED
CONCENTRATED
CONCENTRATBD
...............~...ATED
.......__.....ATED
WARNING NOTES:
SOORCB TYPE TOP/SlOB LOAD
FLOOR
FLOOR
.....
FLOOR
FLOOR
FLOOR
FLOOR
FLOOR
FLOOR
LlVB
DlW>
",mrr
LlVB
LlVB
LlVB
DlW>
0lW>
DlW>
'I'D'
'I'D'
SlOB
SlOB
SIDS
SIDS
SIDS
SlOB
OR
INTERNATIONAL WOOD PRODUCTS, LLC
DBSIGN CRITERIA
I 1 BEAM 1.7!> A 'llI.:SOO c.;UO:KIfbo1.'llI1:
FRDM
rr.IN-SX
40 PLF 00-00-00
12 5'LF 00-00-00
5 PLF 00-00-00
700 LBS 00-09-00
700 LaS 03-09-00
700 LBS 02-03-00
'4 LaS 00-09-00
84 LaS 0:2-03-00
84 LaS 03-09-00
'I'D
FT-IN.SX
04-06-00
04.06.00
04-06-00
MINBR.a_:l.50.
MINBRO.:l.50.
NNBRo-2.S0.
MltlSRO_2.50.
MINBRO_2.50.
MINBRO_2.50.
LOAIl
1
'.SDD I
,T' 1.750
CROSS SECTION
nus _ _. _' M. ,.0;. .. DESION IS SPECtRCAL.L. Y FOR L-P ENGIHE!JtED WOOD PRODUCTS.
use OF nns DESIGN FOR ANYTHING OTMER THAN OANo.&..AM LVI. OR LPI JOIST8I3
8TRlCl\. Y PROHIBITED. AMY MODIFICA.1ION OP ncs DOCUMeNT REQUtRES REVIEW
BY A DESIGN . ".~_"""_' u..
PROVIOE RESTRAINT AT CONCENTRATED LOAD TO ENSURE LATERAL STABIUTY.
MINIMUM BEARING SIZES ARE SUFF1C1EHT TO PREVENT CRUSl-I1NG OF THE GANQ.U.M
LVL BEAM AS DESIGNED. IT IS THE RESPONSIBIUTY OF THE PROJECT ENGINEER,
ARCHITECT OR OESlGNER TO VERIFY THATTHE SUPPORT STRUCTURE FOR THIS BEAM
IS CAPABLE OF SUPPQRTlNG THE REACT1ONS.
ANCHOR 0ANG-tAM LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS.
I.D'
1.00
0.90
0.90
1.00
1.00
1.00
0.90
0.90
0.90
~
- TlfIS DRAWING IS NOT TO SCALE-
HandlIng & Eredlcn I ',. 1nfon'n8tlon
Tempcnt)'n~bf-*'IIlor~mmpcIIl<<It ThltuucfIhlaClllrllpOMfC....blllIP"Cll*Iby..deIlgrW"cfh
pIllmbMClrw~....forgMlIhlIlI"dMlglwllIf'IlI ~MruclI.n.Obt*od...-.ry~~1IplIftlnl
In#aIlMlbyoClwn. No~...~"~lo... ltnd~trvm,.~g/,.CIClIrIpINstudlnbeflnUllng
~r,nDIIflIIr..,.~IIf'IlI..~... 1hI8~ Ifhllnlgncrbnlldtd~""IlIlI"-,bc-'
~.Al.nDam.shd"lIfMIerlhendnlgnloedlo IluIlIlnvCiICIW cbllCll:uu....cJM9l. WlwIlhl8drftlngil
bII.~ID...QllIIIJIlIIW'L 1IgnId1lf'lll1lllad,hllnlclu~d..vnillPP'V'*l."-'1n1hl8
rawlngbaldondataplOYldldbylhlClJ8lDmlt. o.no-umLVLand
CTR.lPljatl...!MdIwItlCIUlClrllb.rlndwllOlfllctundlrMcl.
WGOdIndlrlc:tCllll'llGlwltl__lllIII!bI~.lICJlhdbr
cude.COrO'Iui:M......IUIlPCIIt..--.....cI(wd,IloCIr~Ilc.).LP
do-.llIlt ~_____ ~ n. dNMnga.- r-1Il A/dIIlIl:t't . ACOP'fOF nIS DRAWING IS TO BE 0lVEN TO THE IHSTAUINO OONTRACTOR
C1f~...dudlDbIICllINldIncl"'~~
NOTE: 2004.1 MJwablISlraaDlllgn . LOAOTA8l.E
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAO CASE (1). OTHER LOAD CASES
THE VERTICAL lOADS SHOWN VERlFlCAOON OF FOR PATTERN LIVE LOADING ARE CHECKED AS REatnRED.
lOAOING, DEfLECTION UMJTATtONS, FRAM!NG (DIMENSIONS MEASURED FROM lEFT END OF SPAN OR CANT1l.EVER.)
METHODS, WIND AND SEISMlC BRACING. AND OTHER
LAlERAL BRACING THAT IS 1<J..WAYS REQUIRED IS DISTRIBO'l'ION
THE RESPONSIBD.lTY OF THE PROJECT ENGINEER
OR ARCHITECT.
2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE
LATERAL STABlUTY.
3. 00 NOT CUT. NOTCH OR DRILL GAN<H.AM.
4. SHIM All BEARINGS FOR FULL CONTACT.
15. VERIFY DIMENSIONS BEFORE CUTTING
0ANG-lAM TO stZE.
6. THIS GANG-tAM IS TO BE USED AS A
FLOOR BEAM ONLY.
7. PROVIDE COMPRESSION EDGE BRACING AT
EACH END OF COMPONENT.
......""'"""
ThI cIMgn II1II rnMIriII...... _ In IIlbIIInllIII
r::orIarmlIywllhlhe...........wan.cfNOaIlldAl'TC..
OIIdMcldlOlc::tlorllncludll~fKWlorlCfllp.
T<llIdMcldltllcdanil
FIe: J:\Hayden Homes\TM "'. , ...' Pf1l1N W-EXT. & ~.sPX
~LVl.IIl'IdCTR.LPIJoIstL . ... _
. 8upparta1lld CllIV..::IDrw lor 0Ing0Um LVL.lId CTR. LPl ~ ~ bII
--
. COrrllnol\I'IIb dr1ftn puaa.t IDp,"-1IIIll bllf**1."**- 014' for 10d
lI'IlI3"fClf8d.
. DoIlCll: IaII, nolctI,cW Dr llIwo-no-um LVL.lId CTR.lPI.lCllat1..mpt.. "-"
InpubllllwclmatlrblltrvmLPIIl'1_ot~LVl.IIIIICTR.lPlJolabc:onlJary
~lhIl1mblll:bth~"'mr.....~rlllhlproduc:l....tLP
dIIdaIIIdDplld~n:IudIng"'~WIII'IIIIlIIcf~
lIldmr-b.PIlllCuIar_.
LPiI.....~cf'-.. 1l&P..cllk.~
LIVB LOAD
DBAD WAD
TOTAL LOAD
FLR loBVI' SPAN CARR.
FLR RIGHT SPAN CARR.
DBFLECTION CRITERIA
LIVE LOAD DEFL:
TOTAL LOAD DBFL I
CODS COMPLIANCES :
REPORT I
ER-5004
RR 25167
11518-R
:200124-W
'"
CITY MEA 97-94-B
MR 1214D
leBD
L.A. City
CCMC
WISCONSIN
...
N.Y.
IltlD
'",
Software ProvIded By.
LP Engineered Wood Products
2708 HIghway 421 NOI1h
WIImlngton.NC 28401
lOCIlI 910.782.887B
National Wats 800.999.9105
.......
OWG #
SHEET #
MSI: 0.24.
VSI: 0.42
40 PSP
1:2 PSP
52 PSP
1.00 VI'
1.00 FT
L / 480
L / 240
leBO
Hayden Homes - The Seg8WO()d..B1
SUPPORT REACTIONS (LBS) I
~s BBARING NUMBBR
, ,
1 :1:748 :1748
:I 648 648
MIN BEARING SIZRS (IN-SX) I
3- 0 3- 0
MAXIMUM DEPLECTIONS
CALClJLATED ALLOWABLB
LIVE LOAD 0.15M 0.18M
-DEAD LOAD 0.07.
TOTAL LOAD 0.19M 0.36M
. LOAOTABIlE
SOURCE TYPB TOP/SlOB LOAD
UNIFORM
UNIFORM
UNIFORM
FLOOR
FLOOR
BRAM
TOP
TOP
OR
INTERNATIONAL WOOD PROOUCTS. LLC
1 BEAM 1.75 x 9.:iOO GL2G50Fb-1.9E
5.0
'68
5
FROM
n.IN-SX
PLP 00-00-00
PLP 00-00-00
PLP' 00-00-00
1.00
0.90
0.90
2004.1 AIIclw8bleSlr-.OnIgn
NOlE:
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONlY NOlE: LOADS SHOWN ARE FOR INPUT LOAD CASE 111' OTHER LOAD CASES
THE VERTICAL LOADS SHOWN VERlFlCAT10N OF FOR PATTERN UVE lOADING ARE CHEa<eD M REalJ REO.
LOADING. DEFLECTION UMlTAT10NS, FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.)
METHODS, WIND AND SEISMIC BRACING, AND OTHER
lAlERAL BRACING TMAT ISA1..WAYS REQUIRED IS DISTRIBUTION
THE RESPONSIBILITY OF THE PROJECT ENGINEER
OR ARCHITECT.
2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE
LATERAl STABItlTY.
3. DO NOT CUT, NOTCH OR ORn.L GANG-lAM.
4. SHIM ALl BEARINGS FOR FULL CONTACT.
S. VERIFY DIMENSIONS BEFORE CUTTING
GANG4.AM TOSIZE.
6. THIS GANG-UoM IS TO BE USED M A
flOOR BEAM ONLY.
7. PROVIDE COMPRESSION EDGE BRACING AT
EACH END OF COMPONENT.
LIVB
DEAl)
WEIGHT
TO
PT-IN-SX
07-06-00
07-06-00
07-06-00
LOAD
LOP
WARNING NOTES:
THIS .,_. .." _. _",.IfT DESlON rs BPEC1F1CALL Y FOR L-P ENGINEERED WOOD PRo6~m.
USE OF 008 DESIGN FOR AHY'THINO OTHER THAN QANo-t..AM LVL OR LPt JOISTS IS
BTfUCTLY PROHIBITED. ANY MOOIFtCATlON OF nas DOCUMeNT REQUIRES REVIEW
BY A DESIGN PROFESSIONAL... .
Fie: J:\HlIyden Homn\TM 8Bgew00d\LP12OW W-EXT. & BONUS\w00d8.5PX
MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE GANG-lAM
LVL BEAM M DESIGNED. rr as THE RESPONSIBIUTY OF THE PROJECT ENGINEER.
ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRIJCT\JRE FOR THIS BEAM
IS CAPABLE OF SUPPORTING THE REACT1ONS.
ANCHOR GANG-lAM LVL flOOR BEAM SECURELY TO BEARINGS OR HANGERS.
1
'.500 n
1 t'1S0
CROSS SECTION
.1
I'"
- THIS DRAWING IS NOT TO SCALE-
HendIlng & Eredlon. fo.heebneoua Infonnatloo
T~Md pwmanenIbrDlgbhoklr.gcgmponenl. 1'lw...oI..campCll'l<<lt.......ltpIICIl\MlbylNdMlgnerollN
plurrt>Mdfar,.u.ting~fafcn.....~and ~1tNclun.Ob'*'IIIIIN~CllldeIllllllpllanc:8~
IMlIIIIedbyolhelw. No"-b_ID"appIecllDlhe IndntnK:llorMlrvmlhe~oIlN~A'1.JClI.n~usIng
c:olIlPCI'*lCr.wdIlfW"lhehrnklg.oo~_ ,.~ It'''dNlgno::rlbtrtlolQd~do.-nal...-t1clClll
~.N.1lD6..."'I~wwblrf\wldNlgnt0.d:8 buIklIngClllde donoluulhl:ldMlgn. Whlnll1lldfwoWlglt
IIelppllitdlDlhecamponwll lIIgrwdand..-cl.lhealrul:fuRldlillgnltllplllOYMl...r-,1n1hlt
~-*'lJb-.:lond8;tIIprov1doodby"'~. o.ng.lamLVL..-f
CTR.LPIJD11b.,.~wIlIlI:IJt~MdwllllilllKtLlllll.m.d.
WOClcllndndconladwllhllDllCfttlllllUll:"proIKtIIll..~by
Clllde. ConIlnuoua.... IIlqlllClIt II...... (wd. tIoar bMm, *'). LP
&.. not prowIc\Io 0I'Hlbt InIpoK:licn. na dmrllng 1I'lUIt..... _ NdlbcI'I . A COPY OF Tl!lS DRAWING IS TO Bf GIVEN TO THE INSTAU.lNG CONTRACTOR
OrEnglMer'l...tdocllD"~ln~~
Gar9Um LVLend CTR.LPI JoIat...~, ~.._,...".
.SupportII_ccnnNlonIb-~LVLMdCTR.LPI"""Ia"
-_.
. Common....drMn ..,....top.....lIhlIIl.. ~ I minimum oI4"for 1011
and3"b"8d.
. Do not QII. n:lIdl.drIlI 0l'.a.Gar9Um LVI.. and CTR, LPI Jolm Ix:oept..1howIl
InpublllhM:llnllerlalfnlmLP~UHofOallltUmLVl..anclCTR,lPI.1al1l1COO'\l1-.ry
tolheImlltMlbthNnon~qaprn.~oIl1wprodues..xl LP
dlIc:lUm"~wmrwdluftblnglhllmphd~of...~bIIty
and mr-ltlr,pullcuIIr '-I.
Dnlgn """"'"
Tlw dnIgn ..xl mmriallpedlIIod .,. In .oo.lanIlaI
~wIlhlhll.-t~oINOSandAlTC..
0IId lllIclddldlon~~fKDb"CfIIIp.
T,*,lDIddldlldlonll~
LPlllfIIOIItIndtr.s.mlrtr;oIl. "
.IIcCorporatlon.
DESIGN CR1tlRIA
LIVE LOAD
DEAl) LOAD
TOTAL LOAD
MSI: 0.81
VSI: 0.88
40 PSF
12 PSF
5:i1 PSF
14.50 PT
13.50' FT
P'LR. LEFT SFAN CARR.
FLR RIGHT SPAN CARR.
DEFLECTION CRITERIA
LIVB LOAD DEFL:
TOTAL LOAD DEFt.:
L / 480
L / 240
COOS
COMPLIANCES :
REPORT .
ER-5004
City RR 25167
11518-R
200124.\11'
."
CITY MEA 97-94-B
MR 12140
leBO
L.A.
CCMC
WISCONSIN
NER
N.Y.
HOD
j
..,
Softwarv Provided By:
lP Engineered Wood Products
2708 HilPMJy421 North
Wilmington. HC 28401
Local 910.762.9878
NaIlORllI Wats 800.999.9105
DWG #
SHEET #
"""""
leBO
HAYDEN HOMES - THE SAGEWOOD B4: SIDE ENTF!V
NOTE: 2004.1 ~Slr-.DMIr;In LOAOTABLE
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE fOR INPUT LOAD CASE 111- OTHER LOAD CASES
THE VERTICAL LOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQU RED.
LOADING, OEFLECTlON UMITATIONS, FRAMING (DIMENSIONS MEA.SURED FROM LEFT END Of SPAN OR CANTtLEVER)
METHODS, WIND AND SEISMIC BRACING. AND OTHER .
LATERAL.BRACINGTHATtSAlWAYSREQUIREDIS DISTRIBUTION SOORCB TYPB TOP/SlOB LOAD FROM TO
THE RESPONSIBlUTY OF THE PROJECT ENGINEER FT-IN-SX "-IN-SX
OR..."...,...::.... tlNlFORM ROOF LIVB TOP 188 Pl., 00-00-00 04-05-00
2.. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE tmlFORM ROOF DEAD TOP 115 PLP 00-00-00 04-05-00
LATERALSTABI1JTY. UNIFORM WALL DEAD TOP 80 Pl., 00-00-00 04-05-00
3. 00 NOTCUT,NOTCH OR DRlLLGANo.u.M. UNIFORM, FLOOR LIVE TOP 27 PLP 00-00-00 04-05-00
". SHIM All BEARINGS FOR FUl1.CONTACT. UNIFORM BEAM WEIGHT 1:1: PLY 00-00-00 04-05-00
5.=~lMi~~:=:'SBEFORECUrnNG ~~~~.J..TBD ~: ~~ :: 171~ ::i: ~~=gg:gg 04"i1~~G-2.S0.
6.THISGANG-lAMISTOBEUSEOASA CONCENTRATED FLOOR DEAD TOP S13 LBS 0.-00-00 MINBRG_..50.
FLOOR BEAM ONLY.
7. PROVIDE COMPRESSION EDGE BRACING AT
EACH END OF COMPONENT.
SUPPORT REACI'IONS (LBS) =
~B BHARING NUMBBR
1 ,
1 2166 1956
. '756 '10'1
MIN BEARING SIZBS UN-aX)-1
3- 0 .3- 0
L1VB
"DEAD
TOTAL
MAXIMtJ)f DBFLECTIONS
CALCULATED ALLOWABLB
LOAD 0.01- 0.10-
LOAD 0.01-
LOAD. 0.01- 0.21-
OR
INTERNATIONAL WOOO PRODUCTS
rrBEAM 3.~ X 11.875 GL2250Fb-1.5E
LOAD
LDF
0.90
0.90
0.90
1.00
0.90
0.90
1.00
0.90
WARNING NOTES:
THIS C<l DESIGN IS SPECIPlCAU.YPOR L-P !NOUfEERa) WOOD PRODUCTS.
USE OF THIS DESIGN FOR AHYnIING otHER 1ltAN QANCJ.l.AM LVI. OR LPI JOISTS IS
STRICTLY PROHIBtTED. AJlV MODIFICATION OF 1HI8 DOCUMENT REQUIRES REVIEW
BY A DESIGN PROFESSIONAL.
PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE LATERAl STABIUTY.
M1NIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE GANG-LAM
LVI. BEAM AS DESIGNED. IT IS THE RESPONSIBIUTY OF THE PROJECT ENGINEER.
ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS BEAM
IS CAPABLE OF SUPPORTING THE REACTIONS.
ANCHOR GANG4..AM LVI.. flOOR BEAM SECURELY TO BEARINGS OR HANGERS.
1
11.'7' II
,r!,..oo
~
,..
.... nos DRAWING IS NOT TO SCAlE....
CROSS SBCTION
Hlimdllng & EntdIDn MlIc:elIaneouIIlnformatJon G&Ing-L.am LVI...rd CTR. LPI..kQtSpec:lflcatlans
TMnpOraI)'Md~bmdngbtlClldlngcornponenl ThlllIHofltDCCIfIlpI:IMnl.....bellMCllleclbyltMdIts9-dtl-. 'fkIPIlOlbandlXlRlWCtloniobOarq-lamLVLaldCTl'l.lPIJolmlobe
pUnbandlar~""for'I:w"'becMIgnMmd CIllIl'IpId;IIIr\.IdIn.Obtaln...ltMnKII-.ry~~'PPlV\'8I -s-IIlc:~.
~byoet.!w. NoIr>>dII_lllbe8PPllMl101he andntruc:llonsfrom"dnlgnelwol"~O\dInbeflnUllng .CanwnorlNlbdrlYenperdlollop.....lIhallbeapKed.mlnlmumd...ftlr10d
llClITlllOMIIlunlll....d..frarnlngandfaDrllng_ ltDcompon.nt Iflhedllllgn~.....tloNcro..netlMetloc:ld lII'lll'rtJr8d.
comp.IIId.Alno.............ur-r-o.nOa.lgnr0.d8 bulIcllng~ do net Illetiad88lgn. WIwn#ll8chw1ng. .001'lDl:cul.llOIl1I.dIClor....GaIIlJ-lamLVL8ndCTR.LPlJoilbexcepl..1Iho:Mrl
be8pplledlllllwCOlRpCJl*ll. .q.d.ndSHled.lhoIltru::lInIdiIiPgI\.8Pf)fWwd...tKMn1n1tD lnpubllsh8dmd8rt8lfrDmLP"'f_CJto.nct-LamLVL~CTR.LPJ.kQbconlr8ry
DeIlgnCflterla I~~:'C::=~~=';~ :'::'::'==:"~::r-~-=::-c:=~
ThIIdMlgn-.:lmPrlaltplClll8d_In.~ IWoocllndndlXlntllctwlhl:lCll1ClRllIUItbePlolec:tlld..NqUDdbJ nl'llMnbr.put!aar_.
c:olUrnIlywlh..l8ttdl'WlllanlldNDSIIIldAITC. ~ cocIIl.ConIInuDoaIattfal8UllPllrt"-.I&'Md(Wd.lIDorboNrn,..ac.).LP
Dud b8d clellecllon n:tudloI.............r.:lor loraMp. don net prrMdeCIIH1lII1ntpecIcn.. ~ dNMngmu.t Ilrif, an Archbcl'I . A COf'YOF llfIS DRAWING IS TO BE GIVEN TO THE INSTALlING CONTRACTOR
Tcarb8dclillllocllonlll~. or~...8ftxtc:llobe~an~cSocurIwN. . .
LP"'~nd8lrwkdLoul8~CoIportlIon. .
,1Ie:J:\HaydenHomn\The:'. ... 3QNUS ROOMCAlCS\woo::le.SPX
1 DBSIGN CRI~IA MSI: 0.58
VSt 0.89
LIVB ""\0 to .SF
DEAD L01Ul " FSF
'l'D"rAL L01Ul 53 .SF
FLR LEFT SPAN CARR. 1.33 FT
FLR RIGHT SPAN CARR. 0.00 FT
DEFLECTION CRITERIA
LIVE LOAD DEFL = L I 480
TOTAL LOAD DEFLI L I 3<0
coos
ICBD
CCMC
N.Y. CITY
WISCONSIN
L.A. City
NIlR
HlJD
SCARF COTS I
COMPLIANCES I
RBPORT ,
1m-5004
llS18-R
MEA 9'7-94-B
.00124-W
RR 25167
."
MR. 12UD
LEFT SLOPE: 6.000 I 12
LEFT HBBL HBIGHT: 4.500.
...,
Software Ptovfded By.
LP Engineered Wood Products
2706 HIghway 421 Nor1h
Wilmington. He 28401
Local 910.762.9878
National Wafs 800.999.9105
OWG #
SHEET #
...".,.
ICBD
HAYOEN HOMES - THE SAGEWOOOD Sa.SIDE ENTRY
SUPPORT REAcrIONS lLSa):
CASB BBARIKO NUMBBR
1 .
1 2148 21411
2 1193. lln
MIH BEARING SIZES (IN-SX) ,I
01-" 4-"
I'IAJI.J.I'IUI'I I.ll$:yw;;(..-rlUN~
CALCULATBD ALLOWASU
LIVE LOAD 0.18- 0.29-
'DEAD LOAD 0.34-
..:mIl!!!. LOAD 0_,11- n. "R-
SOCRCB nn TOP/SlOB LOAD
tlNIPORM
tmIFORM
UNIFORM
UNIFORM
tlNIPORM
UNIFORM
UNli"ORM
UNIFORM
MALL
ROO'
ROO'
ROO'
l'IDOR
ROO'
l'IDOR
BIlAI4
DBAD
LIVB
DBAD
LIVB
LIVB
DBAD
OBAD
WBIClIlT
TOP
TOP
TOP
TOP
TOP
TOP
TOP
OR
INTERNATIONAl WOOD PRODUCTS
I 1 BEAM 1.75 X 11.875 GL2250Fbo1.51:
. LOAOTABbE
10'
71
..
..
"
1>
1>
.
PROM TO
rT-IN-BX PT-IN-SX
PLF 00-00-00 12-00-00
PLP 00.00-00 12-00-00
PLP 00-00-00 12-00-00
PLP 00-00-00 12-00-00
PLP 00-00-00 12-00-00
:t; ~~:~g:g~ i~:~~~~
PLP 00-00-00 12-00-00
..... LOP
WARNING NOTES:
0.90
1.15
0.90
1.1S
1.00
0.90
0.90
0.90
mr.s COUPONEHT DESIGN IS SPECIFICALLY FOR LoP EJ...................-"~ WOOD PRODUCTS.
USE OF THIS DESIGN FOR AHYlH1NO OTHER 1ltAN Q.ANG.l.AM LVI. OR LPI JOIST8lS
8TR1Cll.V PROHIBITED. ANY MODlFICAlION Of' nas DOCUMENTREQUIRES REVIEW
BY A De8lGN PROfEsstONAL
MINIMUM BEARING SIZES ARE SUFAClENT TO PREVENT CRUSHING OF THE GANG-lAM
LVI.. BEAM AS DESIGNED. IT ts THE RESPONSIBIUTY OF THE PROJECT ENGINEER.
ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR nits BEAM
IS CAPABLE OF SUPPORnNG THE REACllONS. .
ANCHOR GA.NG-lAM LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS.
THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WrTH AN INPUT TOTAL
LOAD DEFLECnoN UMIT OF Lfl40. (PROVIDED BY THE L-P. CUSTOMER). 'j .
THIS COMPONENT ~NOT BE USED TO SUPPORT CERAMIC TU.E FLOORS.
1
11.'" n
i Lm
CROSS SBC'l'ION
J
....
- THIS DRAWING IS MOT TO SCALE-
HandIlng & Etectlon MIsceI8neous Information
T~..sperrr--.lbf-*'clforl-*&1gllllalpOf-c nw...aI...~...IMt~b1"dMlQlwalllw
pUnb..sb"~......,--...IMt~1II'Ill ~__.otltl*Idllw-.y~CIllllIlknceapplaonl
NldKIbJoe-. ND____lObe~lOlIw lII'Ill~trom.lIw~dlhlo~Rul:tlnbdnllllng
~\dII""'''''~..s-....na_ ...~ r..dnlgnc:r-..IIliId........l1CItl'ftMlllx:lll
~AlI'lO"""ehd___"....lh8ndMlgn___ bulcllngl:lClM , dCIl'1Ol.u....d~ WIwI,*drwwlngll
be~IO"'oamponenl. ~1II'Ill..r.cl.IheA\ldurald.....IIIlPV'"CI..~n'"
DeslgnCffterla I~~:'C:::=~=-~=;~
The~.,.:I~~_n~ WoodlndlrKtClDtllaclwltlcancnta~bepralllded_~b1
confurmlly..................dHOS.ncINT'C.. . DOdIo.~......upportIl___(Wd,OoorbMm,R.).LP
DMd 11:* ~ndudM .......f-=kIrforc:rwp. doet I'IOl. ~ Gn4II8IMf*:11an. TbII..... .......'-...AIdlIId'I . ACl':ll"'fOf THIS DRAWING IS TO BE OIVEH TOTti!. INlTALUNOCOHTRACTOR
T*lI:*dMlKODnll Ot~..*-dlObe~IIIl~~
G8nQ-l.amLVLandCTR.LPlJoIstSpedllcatlcna
.SUppanlI.,.:I~bo.ng.umLVL.""CTR,LPl..ll*tlblMt
--,
.Corrman....ctMrl~lOglw....rIdbelC**l.~d4.b1Od
.nd:rfurllc1
.DonolQd,ra:n.drWar....o.no-tamLVL.III'IllCTR,LPl..ll*tlUCllPl___
nputllllhM"""-"ItarlLPa,.lIMdGllI'lltlMnLVL..ndCTR, LPl..blmClCllllrwy
1O............bth'*'-'~My~wanwntyd"'prgductMdLP
~..lmpIlMIW8IJWIInIndudlngIholImpl*l......-..aI~ntllbIlIly
1II'Ill'--lotap.r1ladar_. .
rd: J:\Hayden HorI-'TM ~US ROOM CALCS\woode.SPX
U""'NgIand~all.
_..Ccfp:nllon.
MSI; 0.68
DBSIGN CRI'l"JiRIA VSI: 0.38
LIVB LOAD .. PS,
DBAD ..... 1> PSP
TOTAL LOAD 53 PSP
PLR LEFT SPAN CARR. 2.00 PT
FLR RIGHT SPAN CARR. 0.00 PT
DBPLECTION CRITERIA
LIVIi: LOAD DBFL: L I ..,
TOTAL LOAD DEPLI L I ..,
CODR
ICBO
COle
N.Y. CITY
WISCONSIN
L.A. City
NO
H1lD
,I
I 5oftwB", ProvIded By.
LP Engineered Wood Products
2706~421 Nol1h
wtTmgton, NC 28401
loc:8I V10.782.SJ818
NalknlIl W. 8OO.W8.1iI1Qti
DWG #
SHEET' #I
COMPLIANC'BS I
REPORT I
BR-S004
l1S18-R
MEA 97-'4-8
200124-"
RR 25167
...
MR 1214D
""l'
......
IesD
NOTE: 2llO4.1 ~an..o..Ign
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONlY
THE VERnCA1. LOADS SHOWN VERlFlCAnON OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE Cl' OTHER LOAD CASES
LOADING, OEFLEcnoN UMIT"nQNS, FRAMING r~~::~N~ ~b~~~":'uf#E=OFASsp~O:e~)
METHODS, WIND AND SEISLUC BRACING, AND OTHER
LATERA1.BRAClNG THAT IS AlWAYS REQUIRED IS DISTRIBtJTION
THE RESPONSlBn.JTY OF THE PROJECT EHGtNEER
OR ARCHITECT.
2. PROVIDE RESTRA!NT AT SUPPORTS TO ENSURE
LATERALSTABtuTY.
3.00 NOT CUT, NOTCH OR DRlU. GANG-l.AM.
4. SHIM ALL BE.ARlNGS FOR FUll. CONTACT.
5. VERIfY DIMENSIONS BEFORE CUTTING
G.AN<HAM TO SIZE.
8. THIS GANGlAM IS TO BE USED AS A
FLOOR BEAM ONl. Y.
1. PROVIDE COMPRESSION EDGE BRACING AT
112" O.c. OR LESS.
HAYDEN HOMES - THE SAGEWOODD B~SIDE ENTRY
OR
INTERNATIONAL WOOD PRODUCTS
NOTE.: 2004.1 ~ sw- DMlgn LOAD TABLE
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPlIT lOAD CASE 'WI" OTIiER LOAD CASES
THE VERTICAL lOADS SHOWN VERlACAOON OF
lOADING. DER..ECT10N UMlTAT10NS, FRAMING (OFOR :Arre'r~b~~~~E=OFABsp~ O::~)
METHODS, WIND AND SEISMIC BRACING, AND OTHER 1M HSION .
LATERAl BRAClNGTHAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPB TOP/SIDR LOAD PROM '1'0
THE RESPONstBlllTY OF THE PROJECT ENGINEER FT- IN-ax PT- IN-SX
ORARCHrrECT: UNIFORM WALL ORAD TOP 80 PLF 16-00-00 20-00-00
2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM WALL DEAD '1"OP 80 PLP 00-00-00 040-00-00
LATERAL STABIlITY. tINlPORM ROOP LIVB TOP 7S PLV 00-00-00 001-00-00
3. DO NOT CUT, NOTCH ORORIU. GANG-L.AM. ONlFORM ROOF LIVE TOP 7S PLV 16-00-00 20-00-00
4. SHIM AlL BEARINGS FOR FULL CONTACT. ONIFORM ROOF LIVE TOP 48 PLV 00-00-0004-00-00
5. VERIFY DIMENSIONS BEFORE CUTTING ONU'ORM ROOF LIVB 'lOP 48 PLP 16-00-00 20-.0.9,.00
GANG-{AM TO SIZE. UNIFORM ROOP ORAD TOP 45 PLV 00-00-00 04-I1'OLOO
6. THISGANG-LAM IS TO BE USED AS A UNIFORM ROOF DEAD TOP 45 PLP 16-00-00 20-00-00
FLOOR BEAM ONlY. UNIFORM FLOOR LIVE TOP 40 PLP 04-00-00 16-00-00
7. PROV1DE COMPRESSION EOOE BRAClNO AT UNIFORM ROOF DEAD TOP 32 PLl" 00-00-0004-00-00
EACH END OF COMPONENT. UNIFORM ROOF DRAD TOP 32 PLV 16-00-0020-00-00
tlNIFORM BEAM nIGHT 24 PLP 00-00-00 20-00-00
UNIFORM FLOOR LIVE TOP 20 PLV 00-00-00 20-00-00
UNIFORM FLOOR DBAD TOP 12 PLV 04.-00-00 16~00-00
UNIFORM FLOOR DRAD TOP 6 PLV 00-00-00 20-00-00
.._,_..........ATED FLOOR LIVE TOP 1508 LBS 04.~0:l-00 MlNaRG_:l.50.
CONCENTRATED FLOOR LIVB TOP 1508 LBS 15-10-00 MINBRG_2.50.
__.,_......~....ATED FLOOR DEAD TOP 4.52 LBS 04.-02-00 MINaRO-2. 50.
CONCENTRATED FLOOR DEAD TOP 45:/: LBS 15-10-00. MINBRG_:/:.50.
SUPPOR'!' RKAC'1'IONS (LBS) I
~B BBARING NUMBBR
1 .
1 3890 3890
:/: 1452 145:/:
MIN BEARING SIZES (IN-SX) I
3- 8 ]- 8
MAXIMUM DEFLECTIONS
CALCULATED ALLOWABLB
LIVE LOAD 0.38. 0.49.
*DBAD LOAD 0.29-
TOTAL LOAD 0.57. 0_99-
DESIGN CRI1ERIA MSI: 0.31'
VSI: 0.19
LIVB LOAD " PSP
DEAD LOAD .. PSF
TOTAL LOAD .. PSF
FLR LBFT SPAN CARR. 1.00 FT
FLR ,RIGHT SPAN CARR. 0.00 FT
D3PLBC'1'ION CRITERIA
LIVE LOAD DB:FL, L I ..,
TOTAL LOAD DBn.: L I ..,
I 1 BEAM 7.00 X 11.875 GLZ950FI).2.lJE
LOAD
WARNING NOTES:
nas COMPONENT DESlON IS ePECIP1c:ALLY FOR L-P ENGINEERED WOOD PRODUCTS.
USE DF THIS DESIGN 'OR ANYTHING OTHER nIAN GANQ..l.AM LVL OR LPI JOISTS IS
81RJCT1.Y PRDHlBmD. ANY MODIFlCAnoN OF lHIS DOCUMENT REQUIRES REVIEW
BY A DESIGN PRDFESSIONAL.
PROVIDE RESTRAINT AT CONCENlRATED LOAD TO ENSURE LATERAL STABILJTY.
MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE GANG-l.AM
LVl. BEAM AS DESIGNED. IT IS THE RESPONSIBIUTY OF THE PROJECT ENGINEER.
ARCHITECT OR DESIGNER TO VERlFYTHAT THE SUPPORT STRUCTURE FOR THIS BEAM
IS CAPABLE OF SUPPORTING THE REACTIONS.
ANCHOR GANG-lAM LVI.. FLOOR BEAM SECURB.Y TO BEARINGS OR HANGERS.
L-P COMPONENTS ARE MANUFACTURED WITHOUT CAMBER. THEREFORE IN I
ADOmON TO COMPLYING WITH BUILDING CODE DEFLECTION UMITS
OTHER DEFLECTlON CONSIDERATIONS SHOULD BE EVALUA. TED BY PROJECT
DESIGNER. SUCH AS VIBRATION. BOUNCE. AND A..:...... .c. .......
1
11.075 ,. J
1 ~7.00' ...
CROSS SECTION
LOF
0.90
0.90
0.90
0.90
1.15
1.15
0.90
0.90
1.00
0.90
0.90
0.90
1.00
0.90
0.90
1.00
1.00
0.90
0.90
- THIS DRAWING IS NOT TO SCALE-
Handling & Eredlon MItoIIIaneoUIlnformatlon
T.mponIryMKIpennanenlbrKlngfcrhcldlng~TheUII_gf..component......~bylhedNlgrwrallhe
~lIIldfor...e.tlne.....ftIIc."""dMlgrwdlllld camplHI~.~"ll-.'-'Y<<*compI8ncI~
IndIIlledbyDlhels. NlIk1cN...tg"~lOlhe IIIldQlruc:CknaInlrnIhe~rIIlM~stNI:IInbRnllllng
~unIIl""'''lhehn*ogand~_ IIU~ lIll-.dMlgncrlenlladec-cSo.natn-.lllcQl
c:ompIRMl.A1nolbMahd"'~lIwndnlgn~ bulldlngllOdll dollOtUMlhlldeIIgn. WhiIn"dlwtngll
boI.pplildtgllwccornpclMlll slgrMdand...a.d.lheatrucllnld-'clnll~_-'-In"
.......b-.dondmpnw6cMdby..-an.. o.nct-LamLVLand
CTR.L.P1)cl1m_....wIlhDutCMlllWMdwllddlK:l:~....
WaodlndbotoorUelwllh__.....bepnMlMd_~by
~. Co:lrClnuow...... -..ppat1l..urMd tRI.lloar bMm. Ma.).LP
dow natprvvldeOlHllilIMpedlon. T1lII chwIng IllUllthwteM ~ . A OOPYOF T1ilS DRAWING IS TO BE GIVEN TOTl-tE lHSTAI..UNO COtf1'RACTClR
orEnglMWs-'dxlldlOboI~_~clol:unwll
""""""""'"
TheclMl;nn.....n.l~_In~
llCriormltywllh"l.-a~alND8""AITC..
Dud'" ddKIiorIlnduOa~ r.:torlorfnllP.
T*,"-ddllllildlon"~
Gang-Lam LVI.. and CTR.LPI JoiIl: SpedtIea~
.8upclortaMKI~lora.r.g..l.-nlVLIIIldCTR..LPIJoimlObe
-_.
'CoImIanr.a.drIvM~lOgIuoIlnalJhllll"~ . mtmumal.." lor 10d
_rrorecl.
. Donolan. "'*".drlllor.... o.n;-um LVl..1IIId CTR.LPI.kIlm ucapt ...hlMn
In publ'-hlld matarliIlfrom LP any..... alG&ng4..am l\r1.1IIld CTR.LPl...... QDIIlrary
10 ..1mltI....b1h '*-'~ -'Y~ -.ntyallhll J"ldud Md LP
~"mpIIId"""""lndudnulhll~warraIlIIagfmen:tlanlabllll
lIIId,*-fllr.~_.
=te:J:\HlIydenHornn\The:,. ... BONUSROQMCALCS\'MJodo.SPX
LP..~~aI~Corpordon.
"'
COOK
NEB
ICBO
L.A. City
CCMC
WISCONSIN
N.Y. CITY
HOD
Software Provided By.
LP Engineered Wood Products
2106 HIghw.y 421 North
WIImIngIon. NC 28401
Local 910.762.9878
NatlorW Watt aoo.91XUU05
DWG #
SHEET #
COMPLIANCES I
REPORT .
,..
ER-5004
RR :/:5167
11518-R
:/:00124-101
MEA 97-94-3
MR 1:I:14D
~'
""""
ICBO
HAYDEN HOMES. THE SAGEWOODJS,
OR
INTERNATIONAL WOOO PRODUCTS
NOTE; 2Oll4.t ~"'DoNlgn LOAD TABlE
1. ~~S~~~ ~~~E~~~~~:rO~NLY NOTE: lOAOSSHOWN ARE FOR INPlJTL~ CASE 11l- OTHER LOAOCASES
LOADING, DER.ECTlON UMfTATIONS. FRAMING FOR PATTERN LIVE LOADING ARE CHECKED M REOU RED.
METHODS, WIND AND SEISMIC BRACING, AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTll..EVER.)
LAlCRAlBRAClNGTHATISAJ..WAYSREQUlREDIS DISTRI811TION SOORCB TYPB '1'OP/SIOB LOAD PROM 'l'O
THE RESPONSIBILITY OF THE PROJECT ENGINEER Vl'- IN-ax PT- IN-SX
OR ARCHITECT. tJNlPORM FLOOR LIVE TOP 40 PL, 00-00-00 :10-04-00
2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM PLOOR DBAD TOP 12 PLP 00-00-0020-04-00
LATERAl STABn.JTY.
3. DO NOT CUT, NOTCH OR DRILL LA FLANGES.
4. SHIM AU BEARINGS FOR FULL CONTACT.
5. VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE.
8. THIS LPIIS TO BE USED AS A FLOOR JOIST ONLY.
1. PROVIDE COMPRESSION EDGE BRACING AT
28" D.C. OR LESS.
1.00
0.90
I tlPACINU
J.:iI.UU
USI: 0.58
VSI: O.3i
'0 .B.
12 .B.
52 .B.
'". C/o 1
L I ..0
L I 2<0
11LP1;SZW UEPU, ".bl:)-
WEB. 0.375-
FlANGE 1.50 X 2.50
DESIGN CRITERIA
LIVE LOAD
DEAD LOAD
TOTAL LOAD
LOJ\D LD.
WARNING NOTES:
DKFLECTION CRITERIA
LIVE LOAD DBP'LI
TOTAL LOAD DEP'L =
nus COMPONENT DESlON 18 SPECIFICALLY FOR L-P ENOINEERED WOOD PROJWCTS.
USB OP THJS DESION POR ANYTHINO 0'nIER ntAN ON4o-LAM LVL OR LPt JOls1'tns
8TRJCTLV PROKlBrTED. AHY MOtNFICAnoN OP THIS DOCUMENT REQlnRES REVIEW
BY A DESION PROfll!8Sl0NAL.
LOAD SHARINO=
,
.
MINIMUM BEARINO SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI
JOIST AS DESIGNED. IT IS TIiE RESPONSIBILITY OF THE PROJECT ENGINEER.
ARCHITECT OR DESIONER TO VERIFY THATTHE SUPPORT STRUCTURE FOR THIS BEAM
IS CAPABLE OF SUPPORTING THE REACTIONS.
ANCHOR LPI JOIST SECURElY TO BEARINGS OR HANGERS.
Il.p COMPONENTS ARE MANUFACTURED WITHOUT CAfolBER. THEREFORE IN I
ADornON TO COMPlYING WITH BUILDING CODE DEFLECTION LIMITS
OTHER DEFlECTION CONSIDERATIONS SHOULD BE EVALUATED BY PROJECT
DESIGNER. BUCH AS VIBRATION, BOUNCE. ANO AESTHETIcs.
Ice-ES
WISCONSIN
CO<C
CODB COMPLIANCES I
RBPORT I
BSR-1305
2004.05-W
124.12-R
DBVLECTION ASSUM86 OOMP061T8
ACTION WITH GWKD AND
NAILED 19/32- APA RATED
SHEATHINQ 132/16 SPAN RATINO)
SUPPORT REACTIONS (LBSII
CASK BBARING NONBBR
1 2
1 529 529
2 122 122
NIN BEARING SIZES (IN-SXI ,
1- 8 1- 8
1
l1"'r12.500
CROSS SBC'TION
...:
MAXIMDM DBFLECTIONS
Cl\LCOLl\TED ALlDWABLB
LIVB LOAD 0.39- 0.51-
.DBAD LOAD O.lB-
TOTAL LOAD 0.51- 1.01-
-0- 4- r
- nus DRAWING JS NOT TO SCALE-
Hancmng&EredIon ~Informallon ~LVLm'ldCTR.LPlJollt..,,. ...J_~_
r......,..,~bt-*'lIbhclkflnGCIllIT'IPllI*II nw....r1I.....~lhdbelPKllledb)'lhIIa.tglwd.,. .~Mll~...~LVlandCTR.LPlJolslalDbe
pbnb"'fI;r~lIIWIIlllDn:M"""be~and ____.~.....~__~~ ~~.
NtIIIlIIdb)'aew.. NoIlllldl;_lobelll'PhdlDlhII and~florIIlhII~d"~dndlnllMlno...-ro .CommCInlllillltllwl.....IDp...lnMltlIIllbollll*=-d.~oI4.b10d
CIOmJIOl*IIwl&IdIordlhllfml*lgendfalwdng... lNICIOIIlIlOI*'It. IIlh11cMlgnabnllllllddaotecloMnollllMtlocll end3"lIIrad.
~AJ.IIOIlme.,..t.dlI"""IIm~"" buIcIlrGlXlde~,clonolllMl\lIIdeI9I. When"'Ihwhg" .00nolcuc.ld:fI,drlOI...~LVlandCTR.LPl./l:ll#l;Pmpl_~
o.IIppe.dIDIhIICllIIlpllIlOII' ~and-..lllol...ltruCluIaId-9'o..~___kl..... InpublllMdmDIIIIIIronlLPM'fllRr1lo.nctUmLVL-.lCTR.lPI.1obd:1Cl1lrlhry
~beMdon~~b)'''cudclrMr. ~LVLand "..Imb..fofOt ,.,..,IIlCIftUWMWIIyr1IhproductnLP
DnlgnCl1terill ICTR,LPl)cllm_m.s.lfIIIIlhllulCllll'lbolrandwll~und<<'" dlldUntdJllClkl-.nllalncldngllwlmpltod~d~
nwdMlan-.l......,....,_kl~ IWoodlndhdCDlll8dwCI__muslbe~_"""b)" endmr-lbr.f*IIclMr_
ccrofannIly..........lWYIIkIMdfoOSnA!TC.. cm..Cor*luauIIIIlMd~".-.necl(wd.ftoorllMm._I.LP
Dud IoM.-n.dIon ~ ~ Illet<rbCl'MCl. cloM IlllI ~ OIHllIIlnapKaon. m. drnmg musl~_An:f'1bch . A COPYCW ntl3 DRAWlNO IS TO BE GlVENTO THE INST,.tUIMJ CONTRACTOR
TotIil"-dddedlon" OI~...a.:MllDbe~_~dclcuIMnL .
LP".NgIiJIoqd~r1I'-"'.f'KIlk.Carpcntlon.
J Softwa", Provided By.
LP Engineered Wood Products
2708~"21 NofU'I
WIlmIngton. He 28401
Local 910.162.lNJ78
NllIonaI Wew 8OO.~.lil105
"""""
Ic:BO
OWG #
SHEET #
.1Ie:J:\Hayden .
Segewood\BONUS ROOM CALCS\woode.SPX
- .. .. .. - . ..
. . . . . . . . . . . .
. . . . . . . . . . . .
... .. .. .. . . . .
. . . . . . . " . .
. . . . . . . ..
. .. . ...
. . " " .
. . . .. " . ..
... ... . . " . .
. . . . . . . .
. . " .
. . .. .. ..
. . . . . . " .
. . . . " . .
. . . .. ..
. . . - . . . .
. . . .' . . .
GENERAL
NOTES
11tEs::CPECPEM=ES~IJ'l''W..t.YnFN~ 1<<::.'8
l.M1EDlOf'AClItCfCl,Aw::AtIlOS!Tc:#CiRA'IlKlS. 'MS!ETa"
I\.NG IS SLI'fCEHf ~ csr......:& A E\U...DtG rEPMT. \H.ESS
DfECTU......<__-=-- 8'l'TlE~QAlllI..CIrQc:omw=ra\ nese
l'!...AfrGIJEUITB)lO_.....---~ .lOCATClNS.t:IIrBG:NlClEPElu.t.
IlLL.CKl n -. :,,~. NC) lla FN5H.....1BIAUl
2. AU. WCIIt 9W.1. CQl'LTwmt 1tE WOSTo.R'EHf ~ SET
FanH 81' ~ ccum'. STATE, NO OEIER'L Uws.1U..E!I. ccce:s.
CfIDlIWCES.CJ'IIBU.An:xs.ClBEflAL.CCWJJUrCTClAQA9..8-
COClRACl"CI\ TO VEfFT AU. ,II'ft..CAlI..E ccx:e NC) IIETHQClS cP
COISI1'lJCTIONl'It:JIITOIlEl3IN'IO~
:I. AU. WCfClO~~ NO B.S:Tl'IeAl.. WL1.1I!0ES0l
Bl.LD 81TH! aeERAL conRACTCRNO 9W.L CXJrFClFt,l TO AU.
.fJ'f'l...CAlLELOCAL.$TATE..uClfU,:nClW..ccce:s.
4.1<<t I!FIt::R CiA a.&I:N FCll..'O N TtESE ORAlIIICIS 9WJ. IE EIfQ,Q(1'
TOnECE\'B..CI"Efr'IIO~ClESIOtEHS"TlSfflOIt .
--------
----.-
------...-..-
--------
-------...-
-..----..-...-
---..--::,..---.
....-.---.-.--
.-.-..----....
-.---.--
---- --
--- - . --
---..--.------
--..--....---
-..- .---
------ -
-......-.--
5.DO~_A'" nRAWN:lS. MWnEN~&W.L P'FECECE! IMf NO
ALL. sc.t.LBJ ca.BGCNS. ~ liJW.L VSF'/' ALL. CIoB9ONS
f'AC11lOc:0cmu::n:::t4l1O &W.l-IE ~ FOIl; AU. CIroEIGONS
'UO..lal&"'ECI"C~..--'-.--:nECiFFlCEcP'HAYCI'M~N::.'.l .-. -.-
BI! ftCtFE) CP a= VNIlTl2lS CR Cil9CfB".a.rces NR'o'ED AT ClLflJiCIi .- 1M' ~ "'-
QONSlII,IC1'Clf m:>>E~QAp~M$4lO7el
SITE PLAN
NOTES
tEAOtOON'lAACTCflND~TO~1lE emrece OP
8LREDUl'lJt'ESNnEIlEACIF ....:..,' .:,.'-rf.::RTOAl.LEXCA.VA1DI.
2. ALL c:IW:lICIi .uD EXCAVATJ:H FIOR snu::'t\.fW.. CCIr.I"CIENTI WiT
C:ClfFCRlITOHI'R',),.8:TSCI.5R:P'CRT.
:lc::otremACTClPllOVEl'PTALLSTE.. .'_. .NDtsl!NSl:HSPN::JI;TO
~ALLtc--........-... TOfEElROU3HTTOTlE A1TS(tlON
CF ltE c:eva..a"S NC nE NlCHtEC'T\RAL DE!DER rRa'I 10 I<<t
,_ CF~
.c.SI!1llACXSTOca.PLTwmtAlJ. N'l"l..eASLEL.OCAL.eoMTT. STAre. NC)
HAn::lNAl.. c:x:es. CClN'TAoICTOflTO'oSIFY Nffowa!SCJ'I AIJ09D,.Ill
lOcevB..CJ'I,EIrl:sET8AClCSf'fD'TOCCIGTl'IJCtQl
DRAWING INDEXl
ACI CClW9 StEETISTEPLAN
A1 f"Q.N)An::N/FLoeR~"-AH
~ ....1'\..(XlRP\.N'l
.&3 R..CXlRf"IWR)PlM
oM ECXIC) R.OOfI PlM
AS IKlOF f"MWD "'-'"
,. asvA1CNS
A7 ......FI..OOR~PlAN
AI ECXIC) l"t.OCft a.ECTICAI- PlM
'" ....... """"'"
.. ....... """"'"
a CI""TlCHS P\.AN """ SECf'IOQIWEK CN<<JI
Q2 crnael"'l..NillCW\AClE EXTENTJCIrEl
03 CJl"'IlOlrG l"'l..NiI CK:AA Q.IJW:S
~ 1I'1'I"CfWol1J;lt
HI "'CXlfIICCJ'P'AOE.
REVISION
DESCRIPTION
&'&~A!oCEC~""'.
^ Rfl"1O\IEt)I~POST.MOYEt)~T~S""'T~TAI~a.LAl.L.
Lll~lI2"")
^ EXT.lJTIL. JllM WALl... MQYED IQTOl CP LN. 4~ DEG. 1!L>>Cl.
ill ~ D1~
& El..ECr~~.t6E UPP.....TED. ~ l!'J~'"
^ ELEVS UPP.....TED. DETMS UPD4TED.1.......TERSo .....ODEo.
~ ~II. CCNC.INClEA5ED. /i:;S ~7\CU
J
u...
Vl
I..D
""
I.J.J O~
Ow
00
~ ~ $<t:
we::::
o<t:
o <t: 0
Vl>-
We::::
If-
f-Z
w
w
o
Vl
V1
I
.
-
^.^!H!I!AI/)Itl!:Vl~
~OETAlI.S.GO!o"104
COVER SHEET /
SITE PLAN
~"""'"
. "'"
- 1.....
"'1=
I tE:
AO
M',e'
~e..ttr st...e. .. ... ..
mo'.a' . ",'.",' ."..e' . . . . " . . ~"" . . .
B'.!!!>' LJ . -
-.. :1 .. .. . . . .
. . . . . . . . .
. . .... . . . . ..
~~41~.e:T~\
llloAl..LlIVpe:::tOft
Of"TlQN.YERIl'y
PRIOR TO ~
SL
~
EB>
, h --I:!.Ii'! . .C.... .,. ~'=-:.
s ~!
~ 1 s2
. ~ . ,:~
(i ~n
~ ~I ~ ~~
. ~! ~
J
.
)
EB>
-----=
U!
....- ~-=--
I "-+JOI$~ ~
CReMI"'OCI':!T!l
A$'~e.
,..,'
6ARAC:IC!
"" MlN. CeNC. i5l.A8
ON"" COI"PACT!D
6ItAN.LAIlt I'ILL, !L.O~
TOOJ.tDCX:~MlH.~lfIo.
I
I- I I
.r -,,_._~.
-.- ~-- -
~I, rr--
0' t
! I
I I
I
I
I
!
,
I
I
) .~
~........,..,
I" e:X~AH!loIQN.IO\NT!lo\
ILWI!:IE~I
AT ~RreTe:R
:.:..' ,;.'- r:"o,',
.....lr;",F
s
!
:~,
:;:':
.-;:,.. . -'f~' .....~
..,,-.',.'
aVl,eb
\l~ flY:J (wi-
';rtI1)J r~pt (
jb,sf II'
VI
'!
"
..
! !Io'..'
i111:/1
1/ ..
i
~:,,~.J
&,--,
I . !
t.-I~
"",l!:I'
r.l!:I).
.
11',,,,'
!6',l!:I"
)6o'.l!:I" .
2e..ttr
.-n(\ . r"e.S
s ~..-~\.~~
~\\\) ~~~
~cdV \\ '
\k.K);CLk T0
LJooEIelOe: ~
!loWe..ATWlHCo~.
E1
nc
~,
.1-1
J
ll)""'~
, i
-~
I
"
;,
'~---*""---='-~
.
.
.
.
.
"
.
ElP.'.I' ~'~\'iJ:]
~':;'~~~;'~'~o~."-' ':'
Ov'!1lI 2~ c,ltlb WAlL.!I u.V
~...o;:.~ I
2...t=RAt'1:OC~~y~
._- ""........J..~~,-..-
"., \ Is.!.,. II ,:, ,.
I 'xa'oD~'" I I I I
~- =
,,.-. l , ' .
~~..alC:&NeA:l5I&J,4l.L
"'XSWeI!Ar"I
~ -'- t ,/"MTL~e:Ft!!
~ II
u'..xrCJtADl.
14"'
~xaao'~P'l_
.=-> _I
(~,
'-
I ~II
~
~
"'. MlN. c:oNC. &L.A5
QN""~.AGT!O
c.R.ANI.L.ARl'll.l..&L.~
"ROM 1olOJ!lol! MIN. C#- lfIo.
1- !
I ,
"-
.L
"
;
,
",.11
I It.,,,
- ~ ; .~
I i
I; ~
'"
1'1 ~
i
! ;
I ~
II
I
J
El@ "''''''X"'COHC~E'j \ <,
_ !loP'R!AOFTc" 1\
....-....- . TTf"Ol" ,.
I : l
I . I ! ......$
, ,; i..-J ~
:r~~~; &' -,
, ""'"
r--"1
I . I
'-~' !
-r
12.....
....15.
,..,.
.
SYMBOLS LEGEND
=
.',,2"" c:ONC. "o.NO.ATICN CN ~'...a'
c:oNC.I"OOTll'Ca.
=== ~;~ ~~TUO$~I~a:.J01$T L.ATG\lT
t::::J
l S'
-
a',,2"" c:GlNC.I"OU'>lO.ATION ON 150'><15'
CCINC.I"OOT~
2><6 CRl5 IIl.ALL IUI $Tl.O!lINLNE P!R )OI!T l..ATG\lT
eN &'><8' eoNTM.IOI.l!I c:c:NC. FOOTIHCi
FOUNDATION PLAN
!CAL!!. II"" . roe' n"')()t, $I-I!!T>
!CALE, 1115' . r.'" (lI><n $l-l!eT>
o
,
,.
S'
,.
I FOUNDATION PLAN
NOTES
1 VEl'FYAU..SrE!UTU!TLOCATl:flSP'RI:RTOllffc:aG'l"lU:t1QP.
2. ASSa.E .........1l11l1!ANG V.&l..LI! CF 2ClClCl P7 FO\ $AfElT l.CWIl NO
a.AT. <JTlB COD'llO'CS WA.T f8U'E 1iI"!OAl...ux:m::>>w. c:e:5I3t OR
ALTB'lNATe ~___.'_....._, IET)CDS.CClt(tJUCJtIfITO'SF'l'SCLS
IIEI"CRf I'fIO'l; TO cacmu:n::tl
1 AU.. PO..IOllafWlUSliIOf'OCJfJGTOEI! CXIfJ'NOJOSCX'IrCfl!tE
STBl WAU..J; NIl!! TO EI! rdor WAlLI..TCP W'd" FQOTJrI:IS OR
AS fPEc::I:ED IT IECT1l:I4 O&TAUI AIQIOR snu::ruw.. sa.
..fIa.IDA,1JONWALUlTOIECN'f'B)Wll'H :bS1I&OSIJ.. P\.ATeIZa4.
QAlWEJCNER N'IlAOJS SIJ.. SI!ALfR 'T'l'l"CAL NCHCR...o a.L. TO
flQ.USIO YrtIIT NCHCRBCLT8o"4 oc. rrr.tlSTIU. aE BCLT
".T4f'1lC1,1eACHFK1CClf1rER.
5. &tEI!I'AU.. ElCI"CtiEDENnH ..TCMWL..ACeWll'H.CXlI.... '4lSOLEBI
VWOABANEJIlQAOl.M)(:CIIER.
I. AU.. WOOD 'M'THNT-frOl'CCIHCfI!TE!tlR'ACES.ORWITHtIS' CS:EXPOSED
eARtH TO EI! AP'f'AQ'fB) I'IeiSUlI!! 'TJEAlm.....'TB'I'L. OR fEDIWOOD.
7........, ~ I"fOoI BOTTQl CF R..OOA JCISJ8 TO EARTH ea.ow.
TO BE! "........ CF T411'4 FOR ee.ws , 0R:ERSl
I. c:cwnw:roR TO VB'IP'J AU.. CErM..S. c:.eGC>>41HJ ftCFCA,TJ::lfG
"""TO"",""""",,
STRUCTURAL NOTES
8
fl>T.l.Nn.l.O!") .co...... ..~I AI";'I"IINP'LI"'I
AIW".."!I'.TI'XPY',........,..ITlo.l
)1&' ~.A lUll!]) &Wl!ATINO (2Afl!:Il (!XT!RI~ ONE $IDE!
o.I,.....V7ll,t7-IIt.tllrlPJoGf1..I
..........
DO..'OC.ALl.~~l!p(.oE!I
DO . 11' Oc.....FI!LO
E5l.00C- . NAIL. ALL ~.AlEL !oc.e!l
~ANEL At E~ END &tAFnlNCa UlTHN a'."" AI<' NOT
M::IRI! TMAN l!lo'.e' ot; tYPo
ntn ATnIn' "'~ION '
1/&' ~.A IU~O !lol-e.ATNG (2"'1l!:I1 (!XTERlOfV ONE &lD!
~tT."'-"''''''''~
N.AlL.U<O. I
DO . "'. Oc. ALL ~AN!L !OO!!lo
DO. D.Ot;..... "1E!l.D .
E5l.00C- I ""'-IL ALl. PAtEl. EtX.U
""
no.rrom.l ..""" r7f1-1l14l1 I !'Nt';,TIoI
NAlLINCa.
eo .. .. Ot;, .ALl. ~.A/'lE1. E06ES
eo .11'O.G..IN~El.D
ISLOCK. . NAIL ALl. PAtEL Eooe$
PAN!1. .AT !.AGW eND &t.ART1NC:'a WlTIoIIN D'.e' .AHC NOT
I"'IOflt!! TIoiAN 2~'.l!:I' OJ:. euT NO"\' 1.I!S!lo THAN 25,,"
~ tOTA.\. eYILON:ill.erc.TIoI TTP.
El
AL T"II2hIAT~ ~R.I."," _........, 'n' 1"111'1 ~"'T.." , '""-II=I=T ~
!!o1Nf""P61~""""""'TION
)111' AP'" RATED &i-EATINCo (2~'tDl (e:XTE~OfV ONE &lOE
NAlLlNCo,
DO . .. Oc. .All. PANEl. E06E&
.eo.. D.OC.... FI!LD
CLoc:K. t NAIl. .ALL ~ANEL eooe!lo
~ MlN. tl!.DOQ.H
EX.AI"'I"I..l!, 'WTT!to' &1'1I""&ClN TIE.oou.H ~aanR5: 2"
vERt MV15I!R!lo. !,/&I!!toD 6NC.ER!lo . VE~. MEMeER
U$Il!o..... !I!ITe.2tD ANC:I-IOA: BOl..T (160 SlID' MIN. El"'eEO.J
11l...,,,Tnln' ,..,.,.",.,111""'"
)Il!<' AP.f. RAreO !Il-E.ATlNC'a (2"'ftDl (EXTERlOR.I CNe: $IDE
.........
eo . "'. OC. ALL ~ANI!:I. E1X'al!S
eo . 12' Oc.... FI!!l.D
CLOCK. I NAil. ALl. P.aNe.I. EOGE!o
~ MN. 112.00u.H
ExAM"'l.E, 'WTTI6o' 6rP!loON TIE-oouN ~QIJlRl! OBI...
2" v'E1ln. MEM&ERllo. USE ..D SI<<ERS . v'EFn.!"EMeCR.
1.l!loE 5..... S5Te2lP ~ BOl..T (.. !oil!<' MN. EI"eEC.J
EJ
"""'1il1..'''IZ_'''n.I'1INI"'.'.'''''...''........T..''I~
"1W".rP"1nQT"'~ITION
).18' ~.f. RATED ~.ATINC. nMtDJ (EXTERlOIV ON! !lolt>!
........,
TI10 fil:CIILI!lo 01' DO.)' oc..ALl. ~.AH51. EOOES
leCCI"MlH.!lot~(2IFRClNT' 5AOC.t""~RP.<lIEl.
!Jo<At?'l.!, T1ST,u",' !lTfU.1"'!lo REQUIRe: ",..'V!RT. MEM"!i:R
"'&ecZl'" MK TIE.oou.H (2) PER PANEL.
EXAMPLE, '!.llTn' !loMPSON TIE'OOl1NS RSQlJIR!:
"'.. vERT. MEM5ERS, USE "I&"' asT~'" ANC:1-lOR eoI..T
(MIN.2G !l/a' !M!!oEOJ
MIN. "..12 CONTIN.lOl.l!lo !-leAO'ER
TIlIO"1~"'~ITlON
).18' "'4 IltATED ~.Atlrc. (1..ftD) (EXTeRIOR) ON! !loIDl!
NAll.ll<o,
tllO RC:IU& 01' DO . )' oc. .AlL PANEL. !DGES
2COD'ruN. !lTR.Af"& (1Jt=RCNT t!SACIC ("') P!:1"t PANEl.
EXAMI"l!, T1&T,u,' &TAAPllo ~QlJ1RE "'" veRT. ~R
"'1DOtI"ruN.TI!.[)Clrl.N(1JI"'ER~ANE:1.
!X.AI"PI.!, -WO..A' 6Il"'iP!loC'N TI!'OOUNS- R5:aJlR!
~.. V1!l'n. ~1'1!!ll!R!lo. USE "118_ S!lT~a .ANCWGlR BOl..T
l'M1N. 2~ 1115' l!reeo.J
MIN. ..,,12 cc:NT1N.IOl.I!lo IoIE.At>Eft
""
....-----...-
--.---
------...-.-
---------
-.-----...-
....----..-..-
-_..-..=...-_...
....-.....--.-..--
.. .----.....
--.---.--
----
---------
---.--..........--.
---------
----.-.,----
----- -
.---.......-
I Ze4SW'CI....toCERf'L
"""""""'"".
f'tOE~ ...u:Mt.$I&D7el
Vl
=
""I'1N.c:GlNC.&l..A5
ClN'" CCil"PAC:TED . ....
CoRAMLAA FILL. ka-e. .. . :...
FRClMJ.lClIJ!loIMKOI'r-:lL'. .:. =-i!.' ::...
. !l'Eae...
. . .
"\
------ ~~
. ~. ". . . "
. ...
. l ..
. . .
. . .
I.LJ
:y
.
.-.:;...;ao_.w
^.^!loEl!.AtDRl!vl6lOH
~DET.AIl!l.Q,",21fD,01
u..
V'l
1..0
I"-..
<(0'\
Or-
aUJ
al.J
3:~
UJ<(
l.Jl.J
<1::>-
V1~
UJf-
IZ
f-UJ
UJ
o
V'l
I
,
FOUNDATION
PLAN
i?lt1!.lalIZllI03
~'J"""
.,........
DE<iH> "'I~
I lC:
Al
"
~ ~II
...,--
~
~
~
< w
: ~ ~
~ ~ j::, ~~
. ~ ~ 0
! &;
o~
.llj;
... "
~~
~~I
El
~
~
~
;,
El
~e:ID2.'
~""...,.
a....
~
;GlI<<;RETI!
.AfUCoI! EXT. ~IQN
".,.0
'eLIOI!A
~
a'.,'
20'.0'
<@
I
.
"....
r.'"
J
il
1(7 fX
E&!!U
=
.'.VeL'"
~".
El
~O.ID
eLlt'lEIiI
,
,
,
~
~
I
ffi-1. '
~ ~ .'..' \...,
~ ..ulO-IED 0PENN3I I
~
"!J....
s
~
'"
~
;,
i~~' H
8: ~
: VM1.. Fl." 0
ffi :'. 1LlAI.L-.. tJ \~
V -'~i- ---ql"
EJ .o..e .
,..""'.
El
"'le'i
""
~.
I
50'.",
".112:1'
...EJ
. '
[oJ
&.
'.,
.
12....
-'",,"
. " . . .
. . . . .
. . . . . " . .
--. .. . ~'.~' .
. . "' . . -
. . . . ..
Wo'.". . . . .
. . . .
a'.JCEl" . .. ..
" .-
~2
CONl;R- T!
.
.
. .
.oo
.
.
..
.
. ..
... . .
. ..
.
)0).
...",..
.
. .
. "
. .
. "
"
. ..
.
..
.
. .
.
-:::1=
&
El
~;: ~*,,!El
: . : . :-:N(la'~' f:
(0Af~). I . ~, ~~
~ =AlQlA$T.. . ~\I~iH
~ ~ ~@:~
.'.". CL.6 !!\ 'S'.V CLG ~.J
-\~~~- ~~: ~ :~:~1 : l
-- Cd\f'
'.. " ..."""""""~ .,
'S,.,,'CLt. li1 . l. -'''~ :,
~M ,~,. ~:y ~ == ~( :.~:~'~.-' · ~ ;,
"!I'.,,' Cl..6- ;( -Wo' ~.ILIoll...L IIV ..
. TilE . A.RCI-Il!D OPENlNCi
,..~ .' ...."CAP
~ -" ~
,o.a - , 4
.d... ~~-
I '...
2,.,.1-
!!oo..
eLO GU
,,''1'=
R
c...........-/GA.$
,"',lIll!:r-LACI!
&E! OETAIL.I.D2
.
,
EI
=
I....'.
1eo'.oC'
8'.S'
"CI.1ll
,..>Of.
l"J~
a'.lCZ)"
COVERI:'D
~
""""""
L-J@
, y+~~.
~~E~-l ~
TT~ CF (!!o) ~
It.'" IS' ~
. i
G
17.....
.'.8'
.
Wo'.""
,
!16'..!"
[1'IO.ro'" '~D 0f"E"'N::i~ J
el.'OLO. &7' )( .1" .
el.'-AS~ a) V4' )( DOOR: !SIZE
SYMBOLS LEGEND
Cl.. CARPI!T L-..e:
rzzzz.za 2""l'UME W4l..L UV !STUDS
c:::=::l 2&4 FRAME UlAoLL IlV !5TUO!5
181 2)(""'-IOe.L:XXJt<i, . ee;ARlNI::i I"'OM&.
_ eEAJtN::1 lIlAU. INDICATION.
Fi..OOi=< oi ANDAi=<D
!"1AIN i..::V::i..
!5CALe,v.'.I""'(2.x)60~EETJ
SCALE, lit. . 1'.cr)' (uxn S"'EET J
G
,.
..
,.,.
..
-
MAIN FLOOR
PLAN NOTES
1 'e'W'T ALL me ~ LOCAlO6l'R:R TO Nff COfr6TI'LIC11::
l. AU. EXTEPICl't WALUl TO IE 2d woc:o RW.EIJ . .. oc. ~ ALL
NrER::AwAlJ.STOEll! M" ac.!,K.ESSNOtB)O'llERW\Sl!.
~ ~ NO WATER l'EATEll TO VENT TO EllERa'o AU. SlIIQ'QE!.
1'LOfl.DftBIJC)BI.RER9TOBE A........CIf' r.... AFP.
4.. AU. CI...ASS'NI Me 90lIER ~ AN) Ntt CI..ASS"""
A r.O..flADW..OST.uc:eClf'A.l::lOCftCRL.SSSTHAMr.... N1!:NE
Ntt FLOOR $UPACE TO BE Al"I"AC'ED SAFETT OL.&$S.
S. catrRACTOR TO 'is'Ff ALL CIoEN!IONS. WATaIAL Iil"ECFCATOtS.
DOOR NO VlHXJIlf sze:s. CXJr6'IR,CllCIt teANS NO 8'!!OFICAlDG
""'" to c:osnu:nat
..sa..oa.ocx TOfIOl.IC)A.TJCI\I EEfrEA'Dt AU..IlEAMSNOCII'ElERSTrl"lCAL
7. 'J'I'f'CAl. T'CI" l'LATI!TOElE! r-lllr""" LEVS.. l'-lllrECClf01.E\'B..
STRUCTURAL NOTES
El
l'oT.ANnAGn I'lDAr." ,..4NI'1 ."'.1'1...,.....,
~_.l II ~TnD'I" ,..-.r->ITlnN
)ID' "A RAT!D SHEArlNCo (24/tJJ (!XT!RlOlV ONe !5lD!
ON 1'11"" """ (7 w.Al1 I PI6TJ.1
N4ILINC:t,
eo . .'o.c. A1.L ,-Ne:L ECXa!!5
eo _a' OJ;. ....'IELi:)
eLocx. 4 NAIl. A1.L ,-AH5:L E06E!5
PAH!L AT !ACH END STARTIr<o UllT~ .'.cr .uc:> MOT
MORl! TIoI.oIrH 2~"0' o.c TTP'.
~
.
"
lTp_~T'--"~'A!i2[T~
)ID' "A RATI!D 5We;AIN::'o n.-/el (!XT!1ItlORI ON! SID!
rn'"w.f~-,""n'''''' ,~.T':I .
N4ILII<<ito
eo . .' o.c. A1.L PANEL E06E5
eo . 12'0.c.IHFIELO
eLOCK . NAIL ALL P".6N!L !DCoES
""
no./1'11N ,,_GF11J.41I '''.....T...
NAlLII'c,,,
eo . .. O.c. A1.L P"ANEL EDGE5
eo .a.O.c.....I'IELO
eLocx. I NAIL ALL PANEL !DCo!!S
P"AHI!L AT!.lI.CJ.I ENe> STAR1~ W1T...1N a'.'" M\C folOT
MORe: TIoUIN 2!!o'.e'" o.c. euT NOT L!ts TI-lAN ~
Of' TOTAL ~OJoC. L.ENC:tTI-l TYP".
~
iI ~
.
8
A! TFI;!NAT" I'lDAI":" PAN'"I ~,. 1'1llol !lCF ~"'T A" , "''''''''T A'lo
!I,~.I '" ~TOIIPT' r-.nNOITION
)./$' APA I'Q.AT!D ~AT~ n.flr)1 (!XT!RIORI ONE !SID!
N4lLlHOI.
eo . .' o.c. ALL I"'AJEL. !DCoES
W.I2'0.c.IHF1I!LO
&Loa::: I HAIL ALL p"AXEL I!:DCoe:S
l&4Zlr MlN. Tl!.OOI.H
EXAr'PLE, '\.lTTI6' $I'PS(>lTIE'OO;I.N RE~ b
vEl'lT. MI!:l"'l8lJe. ~ IIoD ~RS . vElIn. MEreER.
U~ !!olD. &!5Te2lZ' AHCI-lOR ~ T (110 M' Mitt. EreEO.J
llIR.~TP"'!~
318' ~A RAteD ~EATINa. (24/tJJ (l!XT!~ CNE SlD!!
NA1L.1Na..
eo . .' o.c. ALL PANEL EDCoI!:S
eo al2'O.c.lNFIELD
&oa::: I NAIL ALL P"ANeL EDCo!!S
~ MIN. TI!.OOJ.N
l!XAMP"LI!. '\.lTTMo' ~~ Tl!!.OO;I.N FlECI.IlR:!! DeL
b vEl'lT. ME~~ U&e: ..0 &lI<<.I!te . vE:llT. ~R.
USE !olD. !!lSTa2lZ' AHO-lOR ~ T (110 t.... MJN. El"eED.J
EJ
.e::2.!!IA1 ~1IlI""""'" '" I"'...... p..,,,,,,, <\.Ca nFT.A~ I ~"T ,0,'1-
_.l"""TOQ'T'r-~ITION
)/&. ~A AATI!:D ~ATlHCo (2.flr)J (!XTEiItlOl'V c:::tE SID!
NAILIN(1.
1UO ~ Of' &0 . )' O.c. ALL P"AN!L !!DGES
~MIN. !!lTR.AI'"S (2)FRQNT I e..a.o:. (.I~R PANEL
1!)(AMf"l..E, T'I&TA2'" $TR.AI'"S R!QJ1R!." vERT. MEMBER
.alZ'lZ'" MIN. TIE.OCUN (2) PER P"ANE:L
I!)(AM"'LI!:, 'WT112'!o1"lP"!lGlH Tl!.OOllN!5 Rl!GJJlRE
.-.. vEl'n. ME~RS. use !loJ&t &STI!lo2. ANCIoIOR eo.,T
(MlN.2lZ' 5oJ&' El"leED.J
MlN. .,,12 CONT~ IoI!!AO!R
TJl~~!n!I:PT~
lID' .aPA ~TED SHEATINGI (2"'~J (EXTl!iItlOlV OE SIDE
........,
TW:::l ROI1S 01' &0 . 3' O.c. ALL I"'AH!!:L eDGI!S-
24!:tOZ'.MIN. !!lT~(2JF~ (~(4I,-eR I"'ANEL
!)(AMP"!..E, T'I~TA2" &TR4P"S Rl!QJ1Rl!"" veRT. f"IV"el!l'II!
.alZ'lZ'" MIN. TlE.OCUN (V,-el'll! P"ANE:L.
I!XAMP"LE, 'I-lD.A' l!olMP$ON TlE.DCUNS I'II!ECI.IlRE
." veRT. MEMBERS. Ul!ol!: 'ID. !!iSTB2& ~ eOL T
(MIN. ,. '\18' EMeED.J
MIN.....a ~..~__~ IoIfAOEI'II!
DESCRIPTION
MAIN LEvel..
~r;>'''V<''
TOTAL
e!:D~
BAll./S
"""'...'
1""",,o<,r.#T
2lZ'l. $QFT
""..
,'"
G"-""'.
.lZ'(l!d"T
------...-
--.-..-
------.----
------.-....--
---- . ..-'
...------...--
--------
-----
-.-----.-.--
-.----.....
---....-..--
---.. --
------....---
------..-..-.---
...-..------
-----------------
-=---==---==-------
[ 24&4SWCl....IoCSI'L.
f'tf.:lfrI!~CflF~~
I
lQlI
It.
v,
u.
V'l
~
r-....
<t:cn
0'-
aUJ
alJ
~~
UJ<t:
lJlJ
<(>-
V'l '
UJC::::
If-
f-~
UJ
o
V'l
lJJ
AEY190NS
^.^~!Al!)RI!V1SICN
L.l.lLllOE1A1LS. ~ ~2~
MAIN
FLOOR PLAN
~~J~ I.
r:"'~I;.:i
A2
. ..' .. .. . . ..
. . . . . . . . . " . .
. . . . . . . . . . . .
... .. .. .. . . . .
. . . . . . . " . .
. . . . . . . ..
&,
r------------,
1 ,
, . 1
, . ,
1 :.,1:
, ~
, ~
, .1
, ,
, ,
4xII WOo BtAU l 4)(8 'tct). BEAW . 1 . 4x& WP. Bt~
rt-r-1-,~;!.t=,,-!-Ct-f--p- T -:--: -~-:-u-fL-t..."'t-:.., I .,.......r~--t-,
. . . ,','1 I I I I I I I I I I I ,- I :. . 1 ..'.".'. T. .
'I I k:'. .......... ,- It' I . I ,.j .Ioa I. I I
Iii j ! ! ! ! ! ! ! ! ! ! ! ! !. .Ie ~. ~ ! !. ~:i !:.:! I
: i j I I I I I I I I ! ! ! ! ! I I I I I Iii I ! ':
1 ,i~ i i j i i i i i i ! ! ! ! I j i i i i j', j i ! i,
t;'i i i . i . ' i j i ! ! ! ! ! ! i i i ! i j i i ! i 1
: i i i j !!-!!!!!!! i i, i ! i i j i ! i:
1 i i i i ! II ! ! ! ! ! ! i i, i Iii i i ! i 1
I ~ :: i I I -it d'2" ~ + ~SiSl 0 ~6- 4e,. : I: i ; : ; : I' i I
: i !ii'!!'!!!!: !iii!!i:
,I I I I ! !!!!!!!! I ! " I ! I, i i. I ! "
:! i!! I!!!!!! 1-,., ! ! f~ ! s+-~-Hd=l-~
" 1 I ! 1--1!!!!! I 1~,vl ! ",1 ! ',I I I I"! I 1
. ' .. " " 1 I I I I 1 I ',' I l . . . I' '
I! ! ! '" J 1/2 7 1/4 lDoIBERS ,...., LSL' . ~I^I ! !!! . I ! ! ! . ! I
~ .L~_L_~ ,_~,_~_,+_~"~_~~,~-'_ ,_, """" L' n 1_-<-,
.....~~....'="'-:-:s.;.,~"'"..::r..:..-.t.-='~....~-m... -~""'I~
. ; I I I --:-! I t I . I ... I' I I I ;; 1~~ f"01'lltllBE~!-t--l- -
~ : i i i ! i i i i i i i i ! ! ! r-'-1 i i i i ! i i
,~ ' i i i ! i i i i i i i 1 ! ! ! ! Iii i i ! i'
.tp.T1-cF=!='i=TlrY'fTlii'''~ ! ! ! ! i i i i! i
I oo..rB1.EuP I ,. ..". ).'1 I I I I"" I . :::I
:...a..~-=--::"-::"-::"-::"""; I ,RlIll-.ostS 0 ! ! I ! ! ! !"! !' ~ . '. !.!!!!.! I ~
I . 'I tCAHTlLEVER I 1 I I , I I III I .J 't -~ -! "'" I I I I I , . , [ I III
.1 ' ,CClNOlnON ~l , . II ' , , ,11 ,F",y' I I I'" OOU8LEUPRlY..lOl'5TS I . ci~
I . 1.1_ ! I I ! ! !II II )(:" , , !. .....JOCANtiuvERcOtOnClN ~ ~~
1 Iii I 1 I I I I I I" i' / ~'! ! ! II! I ! ! I I ,'-,: 0_
, I .,.....,......, , ,)" , j' , )1 ,~~... 0 1 I I 'II!!! 1 1 I' S~
, 1 !~!,' ! '. rn","'T''1'"n''''I'.'I'''r'l''''r-'';",'' " i ' '.' " ! ! ! 'I 'I '
I I H '1'_, I~ [ In I r I I I I I I 'I I!:' , ! ([''1'[ , t I I ' , !
I : ! . I C, i ! In I I I J I I 1 I I I I II ! I [ ~!l;.,! ! i i i I !.!
I I Ii,' i .I,ID 1 I I I 1 I I I I I I II I I I 1 I I I' ,I' " I I I
I ' , , .. t" In. I' I I I . '" 'J.1'0~. BEAW t" i i ..J ;'
I ]-'-4-': ~~. --- ---"""1,,;. - b-..1-....l. ~_.i-.~..j...._.",,=-~-
I 4X8 l'It>. BE..... i i ~o ..: - - - --....o[ T I ua YIQ. BE...... I I I-
I ! ! ! . - -:.. ~ ~-:.. i i : ! ! i i i
, '
,I '
, '
Ir-., r-" r-" 1""-" r-" r--q
II.JI I.JI I~~l I~~I I.JI - I~~~
~=~--------~~~--------~=~--~-----~=~----~=~-----------~=~
.
...
.
..
.
..
. .
- .
.
.
. -
. .
" .
. .
.
...
.
..
.
. .
.
, ,
, ,
, ,
: :
, ,
r r = = = =.= =.=.=.=.=.=.=.=.=.=.=.= = =.=.=.= x=== =r= =-
I, I
lL_________________, L__
1'"_________________
"
LL..---
--- -
&,
- .!lEUiS!I..
&,
SECOND
sr"Lt: 1/4..1"-0-
LEVEL FRAMING
i. lt)'
-
o
.
"
"
.-..,.....,---...
_.........-.._u
--...----.....-. '"'"
..-_.....c__-.c.o&l._CIOOU-
-.----.-..............
:;'::'-==--=-"-:::::-':'i' .
..-.... --......--.
..._._....._.___.. oaf
...._~.._.._-~- ...
--- ....-"......
.......-.....-...-...-....
-...---.....--
1. [XTERlOR WALLS TO at 2x6 WOOD FRAME: w.w.s 0 16' 0 C UNt.f'. ~:.,:.-..:.:. ':"..~":"'-... ..
OTH[R'Mst. ==='".....=:::;,.""=,:!.~..~ ,.
._.........-.L.._
2" ALl ..oST AHO 6[AW HANGERS TO BE APf"RQV[O 8Y JOIST AND 8'
wANuF"ACl\JR[R.
l
FLOOR FRAMING
NOTES
J. WINDOW AND OOOR H[AOERS TO 8~ (l 4..15 WOOD Bt..utS UNLESS ,)
OTH[It'MSE.
4. SQJO 8t.OOC TO rOUNOA TION 8tHe" TH AU. COLUWNS, B[AMS. ClRI ~
AND HtAO[RS SPANNINC GREATER THAN 1jI'-O' TYPICAL
5. T'rPlCAL TOP PI."Tt AT.WAIN L("v{L TO BE ,".1 ita' ABove ToP '0"
STEN wALl TYPICAl.
c
w'"ell design gro';I: LI
,
. [ soo wEJl),tl~oo..Jrfllo~lE 2Q'
i PHONE 2~Q~.194& r....x 2oa.l i.l'i14'
Z
<(
" , ~'l..L.
i! z: JJJ -~-~-
I r......" l..L. ..-
i~W ~~
'0< ~'~
~ <: 00<(
~ o~
o gLJ
3:>-
-let::
<(I-
oaJ
Zw
<(0
Vl_
WVl
I
I-
"~rfl ,p\f
. -z,iJ}-~<"
tfr1
I
I~
iiiiit.
'\
~ 1 REVISIONS
^ Rt\llSlClNS 1_4 COW8lNEO
~09\103 TLP. SEE SHE[T -'0.
1\ RE\IISlON. .
ili09110J TlP. SE[ SHE[T -'0.
SYMBOLS LEGEND
lIZ':22?I 2.6 rRAWt WAll. w/ STUOS 0 16' o.c. ITf'.
FRAMING PLAN
c = = ~ 2.4 F"R"W[ wAlL w/ STUDS 0 16' o.c. TYP.
!i[ IOln6/fJ~,
l13032 I
AWN WAB I
I ECKlD Bl~AW i
_ BEARING WAU. INDICATION.
81 2x 501..10 BLOCKING 0 &,t.RlNC POINTS.
A3
. .. .. .. . . ..
. . . . . . . . . " . .
. " . . . . . . . . . .
... .. .. .. . . . .
; . - ; . . . ..
. .. . . e..
, . . " - .
" . . . .. . . ..
... ... . . . . .
. . . . . . . .
. . . .
~",'_O~
'.
\,
-;
."
iL'lt!!..!. .
.4i~
. - ~
,
J;i
...
,
."
r
"
,_.1
13'-4"
..--.----..,
--..--..-
-.-..........-..--
________0
......-.....--.......,
..----"'-.-.
~~'==""'--.e......._-
...-..-----..
.........__..............._CIIIOCct,
_.........-...._..~
-....-.......-...--...,
.... ,.- ...,.........-.-
--.-..--...................
..._....."'........._~--..
_..........e_...__...
-,........-........---
........-....-.&...-
.6'-6"
a'-g"
F) ~:I,
r~m
EJ'
lI"-r
l'
i
.
.
. -
. 1.'.4"....
; a'-S" .~-'f:
fa:.-1 0 0 ... ..
I!"l. ~.: ::
,._ ._~_. ~uu,
,
'"_10'
'-
BEDROOM" .J
a'-o. Ct.r;
CRPT FI.R
~
~'r."
~:
::m
8: AEORgpM 2
-,~~ G\P~~_ttRC
m i~
~'"
:8 /\
I...- Cl: 1f56a~
~"- .-'~mc ~I
46< ' / ACCtSS...
X I - .
ll-{12._2.1/3~2. I
,. 4l1a!
P....
5'-4' 1'-6" 2'-a-
.
,
'"
'r',
,068
........
: ~
...
,
40aa.....
........
','
\,
,
"
13'-4-
H~~b'W~~ ~I
CRPT ~15'.
-~JM,Il!llt 'W! 7;;j
'c 9-0 Ct.G 0, . 0 r::::J
;}, \1NYL~ ~~ ~~ MASIEB
6Y\ I we ; ~'g 'g~ ,8A.TH
. 2x5W.&.U.'> \,J:,;I 1_ _, 9-0 ClC
$ ~~ ~"~____,~ro
EJ ,,~jT~r..~~~--~~'Er 8~~-.
J'-O' I J'-O' "-2. 2'-4"_ I 4 _II"
"'-5- !I'-S" ,
17'-0- 1
'!~
Ej
!I'-6"
6'-0"
36'-0-
"....,,,..........1
'''-'\'!7U~
El
ROO 6: SHtLF
c
WlSEI
EJ
'2
,
E
:.jwell design .gre
5I,~l~c~
CRPT FLR
j~
II !!IOO ~,!.JP~DUJRHjo~TE
PHONE: 288.09.15145 FAX 2'
EJ
Z
<(
~LL
VlVl
I-~
LL
<(.-
0:::0
uN
I.L.J
ILJ
00<(
00::
<(
OLJ
0>-
:5:0::
'-J
<(f-,-
OaJ
ZI.L.J
<(0
Vl_
L.UVl
I
I-
~ \,
~ , en
, ~
..
M&!E!l 11015
BEDROOM "><EO N IJ.J
s'-o. Q.G -.,
CRPT fLR ."
@~ \,
-;
..
EJ
)O!lO 30S0
sa.. I1VMC SCL. HUNC
3'-6" 4'-
13'-0-
I
I
ItJ
lnntin':'lll 4lh b@droom)
SfE. SHt:E.T 01
SYMBOLS LEGEND
C.L CARP[T UN(
REVISIONS
^ R(VISIONS 1-4 COWSINtO
~0!lIl03TtP.SE(SH((TAO
^ RtVlSlON.
ili09110) TtP. SEE SH((T AD
tZ2'E?2 2>:6 rR...wt WAU w/ STVOS 0 115- C.C. TYP.
r:=:=:J 2.4 tRAM!. WAU wi STuCS 0 16- O.C; TYP.
~ 2x SOlI() BLOCKINC 0 BtARINC POINTS.
SCAli:: 1/4- - 1'-0-
UPPER F~OOR PIAN STANDAR~
n
2' 4'
!?,Ut IOljl11jWl
~J.UOJ2 I
"RAWNIt.lAfl~~
i'~'c'~
A4
II' 10'
!I== :==-==.
"
~--- ----. .----
i '
i
~ !
~I
.,
~I
t!l~i
'.'
~;::- I
~: f..
:><i
,;' '
'" ~ I
u;:;j
i
i
. . . . " ..
. . . . . . . . .
- . " . . . . . . . . .
... .. .. .. . . . .
. . . . . . . . . .
. . . . . . . ..
.
...
.
..
.
..
. .
. .
-
...
.
..
.
. .
.
.
. .
. .
. .
. .
.
6/1:
*
6/1:
'--1
pi:'
1
tuSSC': 02." O.G.
._,- ~
oo~
j
".._'_._.OOj'
. II ~ )
! 11 L._._._ ._.,
___I-..JLI-__... 0 ,:
.,--------~. .
j ! L_._._ ~_._. ' _ ~
. 1 I 0 : 2
I . ~. '" .'~
.' I. I " .
! i 1.-~_.-..:.8.
! ii' $. :...'-
! . i i !-.-"-. :~
I . ~ ~ ,0
. 1 I, '
. --.....-.-."!ii'
1 I I [.,~
i L ._._._.~~
I ,.,0
. ' II'
I . I..g
111><
,,-
&,
i,
ROOF PLAN
SCAlE; 1/4" ... 1'-0. 2' 4' .
15' la'
..------_...~
--,..-...-
-........-......-.....-.., ....
......-...-,.--...-.......
-..--.-....-...- .
.......-ao___._"..., .
::=....~':',=:o..,::............ ....
......__......___.....a.._. _
:.:::.:.:.."":""~...~~--..:...
-..........-...-....--.....
-..-.-.-....---
~:=~::.S~:-::-:!:
:,,~..~=:t:':.:-.--': - i'
ROOF FRAMING
NOTES
1: AU. 'ROOf TRUSSES TO at ENQN(ERED BY A TRUSS UANUr AClUR i
. A WINIWUW' (S 2S p.s.r. [)tAD LOAl) AHO A 20 p.s.r, U\I( lOAD.
2. AU. TRUSSES TO HA\'[ A 5/12 ROOf PITCH.
3. ROOF" SHtA lI-ING TO 8E 7/\S" wAt'ERSOARO.
4. AU. E:XT, wAU.S 1'0 B( 2:06 WOOO rRAWt wALlS 0 \5" o.c. UNlE:~ i
I\IOTQI OTHER'MSt.
!i. AU. TRVSS HANG[RS TO se: APPROvED BY TRUSS WANur ACMER.
5. ODOR AND WINDOW HEADERS TO B[ 12 4.15 WOOD !lEAWS UNLESS I I ::)
Onte:RW1st.
7. TRUSS wAN\JF"AClUR(R TO \I(~ ALL DIMENSIONS FROW FOUHDA'llI- .
PlAN AND flOOR PLANS PRIOR TO TH( wANLlf ACTVR( Of ROOf' 1 ;, ~ ::5.
a. SCUD Bl.OCK TO rC1JHDAllOH B(N(A1'M AU. COLUWNS. BE.ws. CIRl i I i
c
r------------,
, . [
, - [
I . .1
I . .:1
, .,
r------1 ::
'''''l,.,...~\. I I
.~ 'tIQ. st.u.?r 4X8 WO.!3f...... . 4X~ ~ B~ .-.....
:== ===-==: :== === ==: ~ =:s: =: =..'?'"r'7'':'f.:-.-,..-~-;.~-vl'7.~~''''''""''..L(.o./J'~_-..:r...;..77P~nv7o'''T~~J7.wO;:
, .. 1 I 1 1, 1 . , .. I ., I ~,;-n:r.........
. ~. I ", II. I I I..... .. I. J I.. ,.
__ ...:;-- i.!!!" ! i i i ~ .!.! ; ''OJ ~ ..
; ,I ~ . ." . P.t. TRuSSES 0 24~ 00' , , . 1L.~ .
i i "j I 'I', ! II!
.' "., i i' 1 "I
I I ILL_..s:l . I . i II"
~ i lI"r-'!1 ! i . II
. . 'ql I' I
1 1 '" ... I "
. . ~ I'
I 1.1' . I '
i I!I ! i 1
" I Iii!' ! i i
, ' .0 i i i i r'rr==.J!? '[==f==r
i ~ ~_._-;~._.-:! ! ! :::! ~~SY1~ :
_ :h " I 1 I 1 I Xl u. J, f I
; ~r'-f::r:f::l11=--II~~-6i'\ 4~
I: 3~._"~---"1 ~.~~Wl.!l~.~ f
~--- ---- ,nJ t.~-'_._.rl>--~~"-=~==~., ~ ",!
~=::. c-=.~ :.-=., ,-=:=: c-:o:: ::='-.1;a 1.BI iF= '1'=: --.. =~. -.-.-.4 ! : : ~~ '1,
X81. B. ~ ['" - I 1 ~ ."
: ; ~ ['!!!"" ! '))
LI_'_._._'. ... '", ,-.-.-, 1 I' I' J' ,!! 1
Ii ;:'J 2x6 WAU. I j i i I !! i:
'. ~ Lj --------- L_,_, I 1 '
,e!-._._'~OO"';r._._' ~_-Tt.nh-,-t-rtTT"",. . ! ,Ii
~11 I 111.111111 I d I '!I'll! ! I II -~e--'
~H-._._"_..n. i III iii I p' ~ I 1!1 II! ! i /I J>" ~~! .-
l . ~ I I 1,1 I .1 I ~ t [ II II It. 11. . 1 I I .
~J ! ~~. 1,.,J.r ';nl;LL.Jj,...,.i ~...J-I'I JJ' _' nn1. 1 _ 1 _r.!r._ .An_~_~
:~!-._._._.... GIRDER ITRUSS .. ;'7" YU~~-;'.i:;~'" l. . r".~ ~ GIRDER lTRVSS ~"
I! ~w-v.g,.~(~~ I: ; ; J I "'" I I ~n/Tfl"l""-4.:.8_~!.~_, 'TP/T"/;rJ;-
>+[ . ---"_. rGAett-(NO TRuSs! ! ! ! i i 6/', j i .!. : -='~ (H~lRv-"';'--' /
1 I"" I 1 I . . ,. .', ,,-
I. "J::"" I 1 1 I I , , . . .,
r,:t-" , -. . . . . , ".E. wONO 1'RIJSS(:) 0 24" o.c,' . . r r '.
II -.! i ~r=-:1 i j. I~r--'d ! -! ! lr-~ ! :f{''-',' i i i i~'"
'-.::J'-' ._._.LO..:J._._._._._._.~'""._.~._.::J._.~.~"'._.::J._._....!_._._._._._._._._J~
~ _ __~__~~~__~__~_~~=~__~_ __~~=~_ __~~_~_J__~__L_~~_
4X12WO. SEAM .........
'-.X4 WOo POST J .
ONIllTLBASE
TTP. rs (~)
i. ~~TOP PLATE: AT WAIN LE'oon TO BE S'-\ 1/8- A8Q\'[ fINIS ~ :~,:I.I.".~':.s.i.~~,..g~O)). l.I
SYMBOLS LEGEND
I ~ ~'9"rdiJ~UJ r'n: 2~'
PHONE: 2~:~~.I94e ~AX 2os.l g.l'47
rzzzzza 2:06 FRAWt WAU. w/ STUDS 0 HI" O.c. TTP.
~ :b4 FRAME WAlL w/ STUDS 0 liS" o.c. 1'YP.
_ BEARlNC WALl IHOICAnON.
81 2)[ SQ.JJ BLOCKING 0 BEARlNC POINTS.
I
~~
~.
V)
z
<(
~u..
VlVl
f-'<t'
u..
<(0
O:::N
Uw
ILJ
o:l<(
0C:::
O~
0>-
So:::
...Jf-
<(z
Ow
Zw
<(0
Vl_
wVl
I
f-
u.l
REVISIONS
^ RE:VISIONS )-4 c()'(6lHED
~091103TlP.stESH(e:TAO.
^ ReVISION.
Lll091103 TL", 5(( SHEET AO.
ROOF FRAMING
E::
AS
-~
.*. :.. :.... . ...
......... ...
.. - .-.. ...
A", ,.: ~~_.,":_"
. - ,-..
. . . . - - ........~.
. I -1:( I
, ---rT.
"~'~'
. '.'.~ 1_.I'f!:~
~"";.~'" ,
: ~. r \,\.. -~-
0~.::~.!t!:.~.!;,.-._._._....:.-
e~.!...t:~~J!'.:!:~f.!')-._._.-
_/
A
~~~,
~'-t-
~-:
-'-----'-----'-7"'" ~-
"5!'\:,.'C'~~ -~e
~- ~ ,- /.~-; ,--+::-: ., I~'
- -"
- -' --'
""
1.....-=:.,
,---
0"" [
" .
_.....,.....-...---r
,
.'.1.'
c
'. ~
:'. _"'T'":'T:
---
\=-==
,
~
-'
',' -l,.. ,-
~
, ~,
e!"'i.~~.!!~:!:~!.!~'-._'-'-
>-
.~'
.J :
J ===-:
'--@l
-:,- .~
~~~~' i ____CRAfTSw.AH COlUMN AS sPEc'D .
~COH~'n '~:-GJ ~ ~eo
FlNlSHrLOORWAlNLE'JtL' - - ---"
:~~}JtE:~[:::::::::::: ~'-~
,',
;~~ "F~~, I~
L=.-~~~t.. }~
1m ~~~i~t_~DF-
FRONT ELEVATION
SCALE: .1/4- - 1'-0. 0
r=
I- k-,
0~~~'~~.~"!"_~-~~._._'- ,---~
=:SCCONCRETt ~~ : : =-
&. &.
,.
"
S' ,Il'
---
'Iil&'
2)( 6 rAsa" AS SPEe'o
&.
LEFT SIDE ELEVATION
SCALE: 1/8- - ,'-0" 0 2' .'
~
.,.,
,. ,.~
".
,,-
A"
,,",
~
">
,..<..
- "
1.1_ 1.
6/12
.....
S' 11"
-
-'-, '
_ r , ,
./
~
I ,
~'
, ,
, "
A
~, "~~,
~f~-~~
II J
~
'~00f'1H(" AS sPEC'O
2 x ri rASa" AS sPEC"D
SHLNa..rS AS SPEC'O
............. I X 2 ATOP 1 X a BAND AS SPEC'D
"""-.tAP SI01NC AS SPtC'O .
~~/4 PRIwE TRIM 0 LAP S10"'C ONly
-T'~
~J
'+'
<~: , ' , :
61.1~1-.J ,j
" r"
:1
, rl
,.. '
1'i
f,.W.,'\
! , :
. : ~
';.._~L
nr
. i
-- -- ..!
L
. .
I~
r ']I
-,=
L(OPlIOHAl) WlNtlOW
~
RIGHT SIDE FI FV~ TION
SCALE: \ /S" :: 1'-0-=-0 - 2'" S' ln'
~ -
\
--
--.-
;-
~
'--eo. .. BAn 0 115. oc. AS SPEeD
REAR ELEVATION
SCALE: 1/4" - 1'-0" 0
"
S' 10'
---'
"
, ,
~c-;
, I
~.c...,;
,
&.
..:t.-:C:-~~.~--."''''' I
__.......__..__...,.Cl-
--....---.--
..u.._._________ .
:.:..~~~..:..-:".:......I
~~~:::::'
="'.....====.-:-.:===~
---..--..............-n.
.......-,,-....------...
=-..:="".....~".!!'uoc::-:.==.......- ,"
.............--""'-..- ~,. .
;' ~"""',..,,
c
.~".. .,,, I
dwell design gro -I' 1.1'
\ "" ,...,~ ..,,,- ., ,.,.~......, ...,..--
I . ~ wti!...1p~D..1JR!.Ho~UlT'[ 2l
PHOHt 2~qg.19.15 r.u :zoa j: Ug.'
en
I
~
-J
IJ.J
Z
<(
~u...
V) V)
1-"::1"
u...
<(..-
cx::O
UN
uJ
ILJ
o::l<(
ocx::
0<(
OLJ
~~'
....JI-
<(Z
OuJ
ZuJ
<(0
V)_
uJV)
I
I-
'3
L
l1L :
-1 ' , , '
___ -I"',"
--..1 I a
I -T----,----.
." .1,
__.:.~.:r "
lliL mr'l ' ,
-- ---~" ------------
-",- (OPnoNAl) MAHOOOR .
d
REVISIONS
^ R(\IISlON'S 1-4 cOWSlNtO
~091103 TLP. SEt SHE(T AD.
^ RtVISIOH.
ili091103 fl.P. sa SIft(T AO.
CRAFTSMAN
ELEVATION
ATt 10116 OJ-
1.'3032 -
A_IMAB
r'CK'O B~
A6'
I__.....-._~_-c.
_nt........-..._
-._.._-.;__...._.., IleI.
___....._.....___,_CZIIt>-
........-.-."'--....."'- .
..__._-.._....."W,., .
~~r::::::--_..o;:...-~-"
....--...---..-....., '*"
:.:~~-==..~=~""
. J_,'OOl_....W...
~l~...a.:<.::=:-:r-:i1: :
;-.:..-.c;.:::::=:t.:ro.:::.....--,'
~A__m_ ___~:
!~~:::;r "::;1 ~- LAP PNIIE:L 0 RlW J()ST
I, II "
:: :::: All EDCtS BLtlCK!:O
'I " "
:,. Ill.:::: Jl8" COX W/8d 0 5' EOetS, 12' mLO
~ . 'i ." '!
'a. .. H
~ ::~ ~2~j IMIJ
.'- ...
~ II
\/
.I~=r
.. .. .. .
. . . . . . .
. . . . . . .
.. .. .. .
. . . . . ,
. . . . .
.
. .
- .
D...
. .
-. .
~t5 '
0~~~E~~_~:.7AR3,~~~IL C &
- .:C:' ,-.-,,, "'1tr~
'!
1;-,:~1 _.;;t~-~~~ =l~' ~, ~L"l\"".I1:""
!> 1M:. I I, ,----.
, ;,t, -- I ~
{I"'~~ I. J 1~1......l~~h).~~:wr ,u:.,.r:,
.."t.", ,I:=iJ..L........-r:-
F'RAMING SIDE FINISHED
SCALE: 1/""" 1'-0. VIEW SCALE:
~ /ST~~~~r~
4r'""1- - -~-
" " , .
: :t~ "ALLlfOrllRl~R.rRAYI<ICAU.
,
,
. .
...
,
'A
,-
i-I
iJ=U
/
j'
ii ~ ., .
.: r 1SOO1 T1tOO_S
:: :: ( I STORY STRUCTURE:
',',
:: . 2f'1d STORY'or 2 STClo'lY STRUCTURE
:: " . ~d at 2nd STORY OF 3 STORY
L . :: :::: STRUCTURE
t ~~j___J _ ' ,
[~ -~-f-----li~,.,.,."u
-:-~e=u~~ (2)1/2" OIA . 10' LONC -'HCHOR BOt.TS
1'- -:.a.=S=""~~==. 01/. P'<lCHt
- --= . (2)1. REBAR 10'-0" LONC CENTtREO
I ~====:=:=:=:======:::::= ~~ BENtI S'-O' AR'OUHO
. .,,~."
I'.'...'...."'....:"
C
. NOTtS:
1. V(RT1CL( ~LS ARE
j. w/ 15' l.EG
2. HORIZONTAL wAU.
RflNr, "IN 1-1" OR PER
HOlD ~ REO
'M1lCHE\lER IS MORE
RESTRICTI\'{.
.3. ANCHOR BOo. TS ARE
2-1/2'. 12" WINfPANEL..
.. ROOf IS TO BE.
SHEATHED WITH "'-P......
RATtO STRUCTURAL use:
PANELS.
S. MlN. BLOC. 'MOTH IS 12
F'tET.
6. P...N"'I<:: D FA FNn OF'
PMTAI "!tAU, UI'O::TR'"
w'.' 'w WIn,.. "'.....Jm1I..
.
..
. ,
, .
..
.
,
-"
design gro :11 1.1
~......
,dwell
""--
\/4" ..
COlUMN
\/." .. 1'-0.. SCALE:
1/2" .. 1'-0.
I 500 ~sJ....lp"tl>~i.HJUTE 24
PHON( 2~.~.19.6 FAX 205.1 ~.tll.7
:: "-3/8' PlTWOOD OR 2Ww
. PARTlCL.E eo 80TH SIDES
NAIL w/ 2 ROWS ad 03' O.c.
-
PANEl~
~~~;
~.~
w ..
~ - " ..
,,- ""
,~:o.IO="="'~1
,,_ "II
II_ "II
..- ."
,,- -"
: : : :: : j," f~: .......- "IN IS". r FOOTINC
[~=~===:':_~==':=:=:=:=~~ -)f.:-~"--::'''l ~J:AR~~ EXTt~
POR TAL 'FR AM I:. -YZ-STORY'r-'---'---
8.~Lt: 1/2"-1'-0" 0 l' 7' .'!ro' -
r--:;GC- 4/-f-4C'e.J -e:.?,-..a.r,",,?
0~~<~~.~.~_A TUR~CE
~.:i:"~~
L~___
_~II.._
lIIUtOl_.......1'PW"'t
_1O~1OO
..' 5'
z
<(
rJj ~ LJ....
VlVl
I-~
LJ..........
- -<(- ,
LJ.J '0:: ~
UL.LJ
ILJ
o::l<(
00::
0<(
OLJ
5~
-II-
<(Z
OL.LJ
Z'L.LJ
<(0
Vl~
L.LJVl
I
I-
1=:"'_---"----1
_._--~._- gQ
r;-=,..----- rr
::.....__ ----.. --I
- - /'- -
~ :.r-. ==- =..... - f, ~-~' r- ----
-.!;I-----~:..~t-:; -~I-I '.(..l~-;;:- "'-e-=:-,
I --- . J - - \,.;;--,
- ...- \, /~ 'l- r-:'=-
~-.i I ...,......- 'Q'l" >'-- I ;:;:;::f:::"
I --.. -' >'
_':-==.r~_::-" II\. jj L L.::::.
ptM~w =::.. ~ ~ - ~-- L- ....j
-:-;:---...J --- ...=-:..
~ o::<"r:nOHA_...
,p-t{'e~E,~.~~_S~ARo<~~~IL A & Ei
sc.a.LE; l/S"" 1'-0' (11 .17 SHEE:T)
ROOf" wEWBRANE TO at ASPHALT
SHlNCLES,O'o'ER 151ROOl' F'ELT,
O'JiR PL'r'WOOO 5HEATHlNC..
W/ PLY-QJPS D HORIZONTAL .GNTS
PftE-CNGlNtERCo lRVSStS 0 2." o.c.
~~.
oroTIONM. 61<72 CA..
CA.. n....SHlNG
RIolNC:UT'TER
WH(Rf REO"O
OPTlClttAl 2.06
. FASCIA
.:::-..
B~.._,._.n.
R-38 INSULATION OR AS REO.O
PER CITY COOE
OaL TOP >
_____ 1/2" GYP. BOARD
.-e---;- ~WAl.L INSUlATION PER
~ LOCAL COOtS
,~/ ~2.s STUDS D 15" O.C:
..------ \
~J/." 'I&C PLy. OREOOAL
rLOOR SHEA TINC
/' ~f't.OOR F'RAMlNC....S SPEeD
/. BYP\..AN
PR[-"QHEtRED ~
o CABLE COND.
SCI!N'O/VtN1!O
BLOCKING 6/12
ll!l TY?
SCRN'O,IVl'"J'lTEO ~!'''' ...............~..'"
sorm :; :; ~ ~,
OPTIONAl 61<72 CA.
C..... flASI-lIHC
ROOf" YEWBRANE TO BE ASPHALT ~
$HINGlES, OVER 1!l1 ROOf'" rEL T.
O'F-R PlYWOOO SH["'THINC, .
w/ PLY-cuPS 0 H0Rl2ONTAl .QINTS
_.__.".o~~
, /,1 -- '12- ."" eoARD
/ WAl.!. lHSUL....nON PER
LOCN. COOES
C 2><6 S'IVOS 0 16- Oe.
::-
~3/8" P...RTIC!.E BOARD
UNDERLA'!'MtNT BENEA'IH
\IIN'r'L FLOORlNC ONLY
~ ~f{;;; ~~':;~Jc: OR EOVAL
/ ~~~~~RAWlNC AS SP(C'O
~. CONe. SLAB ON .' COlolPACTE:O ~,.. /. ..,..........-FLOOR W5U.ATION PER LOCAl CITY
~~.nu.. I' txP. JOINTS...t ~ _ . ....- __ COOE (LATH[ OR WIR::, SUPPORT)
""""";67 "~.:'. .. --~Jf5
, V6WIlBL,ACKPOl.'l"ETHELtNE
GROUNO COVER, LAP k WRM'
UP 1'.0" MIN.
......--~:::.cii~f T~~~ro
I
~~
~.
"""'" PER
ELEVATIONS
I'
I
"1-
~
-
- t,J)\ol
,..~, ~ ~
SILL SEAlER UNOER ~
2~ P.t. "'UOO SILl. .
1/2' 01..... ANCHOR BOLTS~
015'-0' O.c... 7" INtO H<fO.
NOT MORE THAN 1"-0"
FROlol CORNER
~WAlL~SlJl.ATIONPER
. LOC"l. COl)(S
~~. 2~ SlUOS 0 16" O.C.
_ SlwPSON 11129.5 OR EOUlV.
,
'CJI . 3/8" PAR1lCl.L BOARD
. UNOERl..A'fYtNT B(Nf.ATH
VINYL FLOORIHG ON\. Y.
ROOf'" WEMBRANE TO
BE ASPHALT SHlNQ..ES
OVER 151 ROOf" F'Et.T
OVER PL T"MI SHE'" TlNG
w/ PLY QJPS 0
HORlZONTA.L .QINTS
---------
SIOINC PER
ELEVATIONS
S/S' C'l'J'. BOARO TO UNDERSIDE
c:F ROOF" W[MBR.t.NE TYP. 0
. F\iL"'wALL
r REVISIONS
/.
PRE-ENGINEERED
TRUSSES 0 2." 0 C.
^ REV!SIC)oIS 1-. COlolSINEO
~091103T1.P. S::ESKEEl"'O.
1::\ RtVlSON.
LllOill0.3TLP. SEESHtCT...O.
"'-, "ALE' UNOER ~ t.
2.. P T. IolUOO sru
OBI... 2.. TOP :>
1/2' 01..... ANDi~ BOl.TS~
o 6'-0' 0 C~ 7" INTO FNO ____2.. STUDS 0 115" 0 C D
NOT MORE THAN r -0" ___ CARAct TYPiCAl..
rRCIoI CORNER ~ .' ~C Sl..Ml ON ."
~ C ~~::F~.CR~AR
,.~~ :fi~'Y:"'" .~:-'. 0 PtRlMETtR
"
"
I
I I
h SOUL '
~3/." T6:CPl'f, OR EOOAl.
. FLOOR'SHEATING
~FLOORF'RAloIlNCASsPEC'O
BY.P\..AN
FLOOR INSULA.nON PER LOC""l CITY
/ .'-_ . COOt (LA THE OR WIiU: SU?9ORT)
2s PONY WAll W/ STUDS INLIN':
ON H".I5" CONe.. riG.
S IoIIl. BLAClC POI.YETHtLENE
GROUNO COvER, LAP 6: WR.A.P
UP 1'-0" MIN.
:...----E::~~~rr T~Ng~~~SEO
B..\FFLE
21<1!i STUDS 0 2." O.C. 0-
::.ARA.CE T'l1"IC-'l
.
,
..
BUILDING
SECTIONS
'"
euow FROST
OtPTH. DiECK
LOCAl COOCs.
B~LOW rROST
OE:PTH. O'IECK
LOCAL COOES.
OPT'JONAL PER1WETER
DRAIN. DiECK LOCAL
COO!<
oP'TlONAl PERIMETER
DRAIN. O1ECK LOCAl.
COOES.
IWI
Dd.J
~trf01j16/0n EJ
"'IlJOJ2 I
...WNIWAf!
~'''' '1:": A 7 '
I q
SECTIOIi
G)~~,~~.~~
WALL
WALL SECTION,
SECTION
G:f!~ S;::',~,~L
TYPICAL
8:..,~/;.S~.Y
.:...-3.
"
,.
,
.' S'
,
,.
,.
,
--;-'0-_.
: ~
36'-0.
S'-I!.
S'-,-
1,'-0.
5'-0.
"-5- 1
EJ
tEll
n~if~",~-
__on, -. ;EJ
/, '
S'.S.
.0.0 I
"-'"t,
s'-,.
,'-r
I ,'-10.
l r,;1 ",' I
L:J SLIDER
'"",
-r -=t
'Yl_I_
- ~
t"
AF'DRODM J
5'-0.o..C
CRPT FLR
'II,~ ~II
emRDDM 2
5'-0- ClG
CRPT Fl.R
. -
;,
,
"
o
.'
~
@l
2511S
--~ ,.-,.
~,
1 --~I~r;- ;~W 11
;=- . ~~~ gl' e. ",e
, 1I'I:/5tl ,,";1;)'lh
~ 'II ~ I ~~ 'S" l'
~ i,,:;,~'~;';,i QJl'\,,~:,~:c:.,.._......._..,,~l-~
~ ~ .. L4.... 7' r In- - - - ~~iCRc---
r,;-i~.-,. ~ "'~~" ~ ~ =>
L":JL::;'tEi':i'Ei~ '
3'-0- I J' . ,.-,.
."'-,.
11'-6. !'-6~
5'. . 1T_O.
)
o
i "-
N
,
.~
~
RE"I')RDOM.
5'-0' ClC
,CRPT FL.R
3&'-0.
UPPER FLOOR (, FOUR
SCALE: '1'. . \'-0'
BEDROOM j-I1r;;-r fAC./c.>.l<<./
-
, '
.,-
,'I'I:I:l:.J..~~ :,:
. .
::~
... ,........:...L--J
::~~~
" , , . .,-.-J".
,...,.........,
~
I
i: : . :: : : , ~ ,
'-r','
.,.' .,.....,...,..
'-T1'
~
,......,.' ..,..
::,:,::::,,;,;,,~, ..;..~:,~,:;-:,~:::::-::':.::'
,
::;: :,,:j
.. II' r
_____~__ill--~-
. .
-
,
u
-'
. '--
r
i
I
!
llli -
--,'
REAR ELEVATION
S.CALE: 1/.- ... l'-O~ 0 2'
(FOUR
.' a'
BEDROOM}
'"
.
50,5
mEO~ I_~
-'
-'
'"
,
..
. .....,. 't-
: :.:: :.: :.: :.:: :: ::..
, . ... !t - - . ."..-.rj
fNUS w() B!:A'" ,xa~Wo. BtAI.t -.X!~. stAAl. - - - - -..!.l.
r . z!!'~-?!~=!=:;~==1:ll'=~';;;~=J=:;r>==::!S'!'~?:~';::=!=-:j;:-r::.r: ,1-
I . ! ! ! 11 i ' ! ! II i ! ! !. ! Ii rr-!---N" II
, I I I I 'I i , I I" i ,," I I ~. 1,1 ii'
... " I rP.t.TRUSSESQI2'-0.a:+-."" I'" I. tel
I ! ! ! ! I ! . I I II I ,_! _ ! _! .,,:' _ ~T1.1 -
I ! ! ' ! II I ! i i II i ! -r: ! -:!- -11- ! - !; 1['
I ! ! ! ! :\ i.-! i i 11 i ! !.! !. ;:!. .~: · .
1:'1 I I Ii! i i" i ! I I I "II 111.'1
II ! j ! i Ii' i i:: i , ! ! ' : ~ i p:.": I
p ! ! ! ! : i ! i i II i "..! -I -! ! ..1 ~i.! ~j. I
: I I I 1 I ' ! i '::]1-' 1: , - 1 - I -11.1 .rtJ I
I ! ! ! ! II i ! ,,_~~ATllC'~_-' -:- ;_-"~:~~:~ JI
, I Ir'>""-~'""lt-- .\. /i""<S'. W I' I ) . I 'I. I
~ I '".. 'II . i ! 1 ~t \.. I' IF'--=--:O--=l-:o--I- -. ., - 1 &II
" ~ \ ~"'~-!-~===... _~_,\~_~.m"" , Ju] JL I '//'6/12, I II~
~:ILf'! b.~l.:._I..-:.~.,..~L--,j-:.-1-J . n---t==~. i .J, I ! '\:
'. .~~ i ! l I f - I ! ! !'! l' ! II!.
I ~ , !! llVLO,J.'CEi-- ! , ! 16/1~ ,I~
I..~ I .1. I P1.~r.Ofb.iW/2x'S I 1 I I I ~~
U Iii ~~=r>i ~~ i i i i i U
, i, r,!.. !P=!::=.J=='~, i i i ii'
r - ! i '1 ",,', ! $f' i ii ii' ~
I I' i:q..'~!: ~ 1 ' i i ii";i
: i'l-Q"~ i J" i': i ,))! Ii !! ~..
I I, I '! . I . ,. 1 ,I ii, i f" I ' I I 1,\~
II i IIL__._ -.: L':.-.......A,' ! <. ii' i i ~,
_"I' i '-T- -Tlh !rrtTTh',! ! !""i i . iN 'I
III i i_I II 1~lnll!lll! ! Illi ,,~,i I
I '. I I I I P I ~ I III Irl--T-~-t1. ' q) . u:> ' I
._. I. _.1 -Ij L L 'L.Lrr-LL!-L-U-K~)~- '..4.l_:1! _ '_ __!___ .'_ .-,_, : I
I -....,.....- _L ,uu-,~.!LL.,!!,J='=~-f--- _;6,_d<._;&: .;1;,_...._'
COlRO:.R TRUSS ---l--+--4iil~ili~- - --t ClROtR
I I I : ,,,x5WOEAW I I II
'-lLL.'9~~E~Jl : : ; I. 1...,..,1 I 1,L..____'.!8_~B1~- __-'L
I 1 I ' . 1" .' *S8.8~!!!I!3.e
I tNb . . ' . I 16/d 1 :' GABI..E ENO TRUSS .
: . : ! ! Iii I ii' : ' . . .'
I Kt1" I . ~P.t.""ONOTRVSSE~024'O.- ~ ' , , I ''"'-
, I rr i r ir"-'d ! ! ! r,.'ft ! tt1:-,~ i Iii jr~
r.-.-.-' _.__.__._:..I.&.::._'-r-.-T-'-:r~"_.-r-'~-_._-'-_._._.__&.. \.
____~~~~-~--~--~=~--~--~- ~=~__~_~~~_-L_J--L--~fi~'
1/ 4Xl2 WOo at...... ~ / '-
/ "-0:. WOo POS'T J
ON I.tt~ BASt
~ TYP. OF' (S)
BEDROOM ,-'1" -I-""'c-~~
EJ
;,
,
-.
'0
'~
EJ
1
.
.
ROOF PLAN (FOUR
SCALE.: II" . 1'-0'
I
- .
c.~--l ~ "6'-0- --o---l~
L'~~;--I~' ",6' II~: I
. l . J j ~
ijl ""'I;';;l - ~
.___ W~-------ll SHl.v\O _R_op;;_~;;~~ ~
,__~.._"' ....:t. ~,
[AAAC \I 18""
~2 :~~oP '~6'_'- 6~C.C' ~~s_,:j
_ CRPTfLR:1
~;'~:~G. sOs5 \j"":"':f
r2's I TILE PAIR ~o~o" ~
?a~~~:~\ ",~:i;J
'_ ..., JO ~O 30 ~o P
.._-1:.J s! 4' SiOl.~SClI4lJH~
<Y ~.)EL- I ,._,' I jEJ"
I 12'-2. . I
ffi
C.~--l /'s._r:r
\1 ~~-
b'-.; J':"2- "2 J'-:" 1 "-15..
ru_~~~__ ~ ,---- Jlo
. ~F1 9~t, ~,
:==&~' ..,"- ..41....-- -- ~
WITH 6'_2- I 5'-15" .......
~C><"T
,E!!IB1
'fa'-o. Cl
.. ~ 2r2:::'" .Th{.
.,. -'
'g
,
...:..
..
---'N "
:;,
g
,
---..
"
:a;
"
. --- ~
~o SO
Sl.JC\::R
oPllONAl
;!
,~ j! ,t~
SJ }.-oo El". I ,.-,'
11'-2"
.
.
r.OvFRED
~
CClfoICRETE
.
CDvFR-O
eQEQ:!
. CONCRf:TE
.
t:
.:\.-::...-.:-.~."=":--..... ,
__.._...__....._...' ltC'.
____,.,._.....-...-COllC$.
......--=n_..._>c...........- .
....~._-=_......."'... .
..-< ---,...............
.~,..-<:-""-.-
ROOF FRAMING
NOTES
_. ....__........___..cwn......,
:':.a..:...-'; <,.;.....::.....:1..;:..~~...
-...-....-..-..-""'..-
-.-.--...:-......-
__=;.=;~~.:=:~a :
--.....-....----1'
...-..-.-........-. .,.
t. AU'ROOf TRUSS::S 10 af: ENClNtE~O ey A TR\JSS wANUF"cJ1.
.. WMWUloI or 2~ P.S.F. DEAD LOAD ANtI " 20 P.s.r.'Llvt LOAD,
, ' ,
1. AU. lRuSS:::S 10 HAvt. .. 6/12 ROOF' PITCH.. .
1. ROCf' SHEA11i1NG TO BE 7f1S~ wmRElOAltO.
" '
.., AU. EX1. WAlLS TO s:: 2..& WOOD fRMoE wAllS 0 IS. O.C- uNlr_.
"TtlI OTHER"'''- I
~. AU.' muss HAHC<:RS TO at APPRQV"'..o 6Y TRUSS WANVF"ACT1.Il\(FL
l. ooo;:l: AND WINDOW t'E:ADERS TO & 12 4"& WOOO B~AW.S UNl.ESs , C
OTHtRWlst. .
7. TRUSS y.AN1JFACTURtR 10 vtRl1"Y All Ou.a:I5OHS fROlol fOUNOA1 'I
PI.AH AND FLOOR P't..ANS PRl~ TO 11'1( MAHIJt AC1U~ Of R00:.1 / S-
a. SOUO BlOClC 10 F'OUHOATI~ BtNt...1H AU. COlUWNS. 9~.utS. ::It'
8, TTPlCAlloP PlATE .1.1 "'AJIIII.EVO. TO B~ 8'-" l/a-.ASOVi: F'1Nt ell design gl"o ~;, 1.1
lYPICAL - 'I
SYMBOLS LEGEND II """',ras'F."\'.....'J"ffi.f'Tt~ ,
,PH~2O!.'21.,t.6 .,U20S.j-9.lt47
rzzzzza 2rll fRAWt 'tI'AU. W/ ~ 0 15- D.C- l'l'P.
I
Z
,<( f-
U)::2:: a...
Vl10
- -- fu--
LL.I L.L.l:J LJ
<(.....Z
0::.....-
U 0::' Z
~ J'jo
O>-~
00::
C Ol-aJ
$:ZO
..,Jw.J
<( w.J :-
IooO
Z-UJ
~ Vlo:l
~,,~~'II
ii(8m\ UJ f-
- '<t
I
f-
c::= 21<" ~~E 'tI'AU. wi snms 0 \5. O.C. l'l'P.
_at:ARJolCW.t.LLINOlc:AllOH-
ill> ox '''''' ..."""". . ,,"""C """'-
~
11 REVISIONS 1]
I ^ Rt\ll90NS 1-' c~9lHEO !
~o!mC3 llP, SEt ~~El ,,0.
A''''.''''''
iliOll10J T\,.P. sa SHEEl AD.
4TH BED., DEN &
DINING OPTION
)An n1l110~
~.LPiCJ2 :
~l'IN'IWASf.pl1_
:MtC'<".-~ !!111.......
-- E::
01
SCA!.[: 1/'" . 1'-0'
8DINING OPTIOr--{4rl'.AGWJ'"I
SeAl.!:: 1/4- . I'-O~
DEN OPTION
...------....
--.......-
_.______..___ ,U'I.
______,.,,"',...:11
-.a..__........ ....,
.....----.-..., .
- -.----..-.
-....---
...__.........__._.._ ''''
.....-..........----.-
~.~......_"'.......
. -...-.....-..--.......-
. .' -..-.-"""-,.....--...
---..--."---.....n.
1. ALL YlOlIK TO "'ECH.l.NlCAl. AND ELECTRICAl. WlLl BE DESIGN 8lJR.D E r..._....____""
THE CENtRAl. CONTA.\CTOR" AND SHAll CONI'QR... TO AU. lOCAL. ~ ~ ==""....~"c::'.:.-:=...~.,<<
. AND N.\TlONAl. c;ooE1.. . ----""'-_-.. T
ELECTRICAL
NOTES
. .. .. .. . . ..
. . . . . . . . . . - .
. . . . . . . . '. . . -
... .. .. .. . - . .
. . . - . . . . . .
. . . . . . . ..
. .. . . ...
. . . - .
. . - .. . . ..
... ... . . . . "
. . . . . - . .
. . . .
2. ctNTAAl.. I'ORaD ....R. DOWN n.Ow; CAS F'URNACE 'IliTH ELECTRIC
"",,,,",
J. ExPostD SUPl"'lT AND RETURN AIR DUCTS TO BE INSUlATtO IN
o\CCORDANCE 'MTH LOCAL STArt. AND NATIONAl COOE.
4. ALL SUPPLT RUNS TO HAil[ AOJACENT DAMPERS. AlL RETuRN
A\JNS TO BE NOH-O......PrRED. .
~ HEATING STSTEM TO BE PR0'v10ED 'MTH REPLACEASLE AIR fILTERS,
S. EXytFbOR VENTS TO BE WATtR PROOI' SCREENED AND H.\II[ BACK
ORAfT OAWPERS,
7. ROOf' II[NT CAPS TO BE: LOCATED 4T REAR RDOr SLoPES "A-rt:1U:
POSSlBLt.
. "
/
, ,
, ,
, ,
, ,
<:f.... ;
Vi,~' ' JO
. "
','
.
~"
. "
\.1'111
.
" ,
. . f:f1_.: I
.
c
- - - -
, ,$1....
, .... ,.....
,. '~,.
... ,.'~
:-
-r,-
I~
-4-
-f
.~
I f....
~~~~q
T
'1/
(I =-
. .------.-------.--:
,---31....
.. '\-'
( .
, .-
l /'
'7'
ij:'" ;
'"~ '
'.. <i
'..
'..
'to '
'It ,
',. ,
',. '
.---"
,dwell design grO:1 > 1.I
II.. ....... "I
I ~. ~T ~"rDo....fJR!n FTt 21'
LPHONE 2S~429"194S Pu. 2oa. : l.1947
/
@
ELECTRICAL LEGEND
<l>
~
!~
Z
<(
~u...
VlVl
I-~
u..
<(.-
0::0
UN
uJ
Il)
CO<(
00::
0<(
OlJ
3:>-
...JO::
<(I-
06S
ZuJ
<(0
Vl_
I.l.JVl
I
I-
t-, f\.00A I'RESH ....R vENT
!f"- TOE KlClC FRESH AlR REGlSTtR
IlIl CEILING fRESH AIR VENT
... OUP1.[X OUTlET
- SWITOiED OUPLEX OUTlLT (ToP HALF" OM..Y)
....
eg G.I'.I. OUTlLT
"'i WATER PROOf" OUTLf'T
- 220 VOLT OUTlET
.
.. sPf.C1Al. OUTLET
.... SWlT04
.... THREE-WAY SWITCH
II> THERt.tOSTAT (+60.)
<?- UQ4T I'IXTURE
-0 RECESSED" CAN LIGHT fiXTURE
<!> EXHAUST I' AN
W LIGHT rAN
@> SloIO!<E DETECTOR
-+ HOSE BIB
<l PHONE OUTtLT
@ TELE'v1SION (CABLE DUMT)
q ELECTRICAL PANEL
~ RET1.JRN .-..R GRILL (SIZE AS INDICATED)
'"
~ :=====- <Ii.,
:~~ ~
~ U~ "fir
- "I &' <>-''ri
, HOl~
~:[r_:;'111 i /? '
I-- '. --_/ I. 1\.:+1
'" :..- --- - '~,\.db J.,
.MP~~
~ fI5l
z:: V}
rtJw
o~
i~
I 0
'1/ ,.,
.,
r
,.,
db
J
~
I
_4
I
.~
,iIt.
~
~
ill]
-'
.
[ REVISIONS
^ RE'v1S1OHS 1-4 COWBlHEO .
~D9110JTLP. 5(Eg.tEETAO.
^ RE'v1S1ON.
ili09110J T1.P. 5(E SHEET AO.
~
1'-0"04'-0" FLUORESCENT fiXTURE
x
2'-0"04"-0' I'LUORESC(NT F'lXTuRE
o C(IlINC fAN (WITH UGHT AS INDICATED)
ELEC PLAN
[0
,
TRAClC LIGHTING (UGI'''1 I .\S INDICATED)
).\1t IOl/lfil2!.
~1..1JOJ:':
~'\"'JloIA8 _
~EQ(tO B~~AW
b
A8
PLAN
ELECTRICAL
MAIN FLOOR
SCAlE: 1/'" . 1"-0. 0
S' ill'
-
"
"
.
'iI'
o€
( 'iI'
: I
--'L..
i
'iI'
T
~
~
\I
--."
'/1
/ ,I
""---..:-_~
I
, ,
L-~_
~~[7
~
'~~
, ~J?"I[ "\1 tJ
&,,-~QI ,~II
--~t,---~ I ~
~;l- ~ Ii ~
.
- o. o. .. . . ..
. . . - . . . . . . . .
. . . - . - . - . . . .
.o. .. o. o. . . . .
. . . . - . . . . .
. . . - . . . ..
- '.. . .~.
. . . . .
. . . .. . . ..
- .. o.. . . . . .
. . . . . . . .
. . . .
- -
T.......:
. .
. ...
- ..
\I
'"
'iI'" .-.~
.-,1 .~..,;
..... -:.. .
. .,. ..
'. ..
.:(
I
~1'R
-
-
:bdl
".
SECOND
SCAlE: 1/"" . "-0.
LEVEL ELECTRICAL PLAN
o 2' 4"
.
8" II)"
---
...-------..:
.,...---.-
_o.a:............._..__.. BI.
------- -,.....
-.-...,-.
..---~_._".
-- -.-------.
-_.,_....~
...__..ooac...____............ -
........~..........____ oc
:J:..==~":;.:;;~rf..
..:-....---'-...
-........-..-....... ..
....-.....-...--..--. .
..--................-.
I..".....,......,
Ie
~dwell design .gre ~l' 1.1
"I. ......."......"",.. .........1
I 500 ~..'P.~CU'J'Hor"TE ~,
PHOH[ 208.:;'9.19~ FAX 208.t 1.1947
I
-~
I~.
UJ
z
<(
~LL.
V')Vl
I-'>t
LL.
<(.-
c::0
UN
W
IlJ
CO<(
oc::
0<(
OlJ
~~,
...JI-
<(Z
Ow
Zw
<(0
V') _
V')
w
:r:
I-
I [ REVlSlONS
I-
^ RE\'lSlONS 1-4 COW8INED
~09"03TlP.stE-SKE[T"O.
. ^R[V1S1ClN.
! ilio!wOJ TLP. SEt SHEET "'0.
~""l[ IOI{16J'03 1
JCl9 'Il~J2 1
~...Wt,iuo\AB ,
;;'CK"'fi
' ,
A9
ELECTRICAL
NOTE S
.j
I. All. WORK TO "'(CHANICA!. AND elECTRICAL WILL BE OE:S1CN BUILD BY
THE GENERAL CONTRACTOR AND SHALL CONJ:'ORI,l TO AU. lOCAl.. STATE
AND NA nOHAl CODES.
2. CENTR....L FORCEO AIR, DOWN now, CAS FURNACE 'MlH MeTRIC
ICHlnON.
J. EXPOSED SUPPly AND RETURN AIR OUCTS TO aE INSULATED IN
....CCORDANCE "'1M LOCAL. STATE. AND NAnONAl COOE.
., ALL SUPPly RUNS TO HAVE A(lJACENT DAMPERS, AU. RETURN AIR
RUNS TO BE NON-OA!.tPERED.
.5. HEAnNG SYSTEM TO BE PROVlOEO WITH REPLACEABLE AIR FlLTERS.
6. EXTERIOR vENTS TO BE w....TER PROOF" SCREENEO AND HAVE SACK-
DRAfT OA/r,lPE"5.
7. ROOF' vENT CAPS TO BE LOCATED AT REAR ROOf' SLOPES WHERE
POSSIBLE.
.
"
ELECTRICAL
LEGENC
'~
8'-'--
f'LOOR f'RESH AIR \/EN T
TOE KICK F'RE5ri" AIR' REClST(R"
III
CElUNC FRESH AIR YEN T
~
~
DUPLEX OUTLfT
SWI TCHEO DUPl.EX OUTlET (ToP HAlF ONt. Y)
G.r.!. OUTlET
9
€Oj
>0j
WI< TER PROOf' OUTlEr
\
./
<II 220 VOU OUTlET
,
~ SPEOAL OUTlET
..... SIMTCH
.... THREE-WAY SWItCH
<!J THERUOSTAT (+60.)
-9- LIGHT F'lXTUA:E
0- REa:SSEO CAN ,UGH F'JXTURE
<!> EXHAUST tAl:'l
-$- UCHT FAN
@ SWQKE DETECTOR
-t HOSE BIB
Kl PHONE OlJTU:T
@ TELEVISION (CABLE OUTlET)
II ELECTRICAl P.t.NEL
~ RETURN AIR GRILL (~ZE AS INDICATED)
~
~
l'-O~..'-O~ FLUORESCENT FIXTURE
X "-0",'.-0' FLUORESC'NT ~"\JR'
)
+",C ..N ("''" UCHT
[
AS INDICATEO)
TR:AO< uGHTlNG (UG;HT 1 AS INDICA TED)
ROOF FRAMING
NOTES
I. All ROOF' TRUSSES TO BE ENGINEERED BY A muss ~"'NufACTURER FOR
A I,lINII.lUI.l OF 2~ P.S.F. DEAD LOAD AND..... 2~ P.S.F. UVE SNow LO....O.
2. ALL TRuSS(S TO HAvE .... 6/12 ROOF' PITei.
J. ROOf SHE...THING TO BE 7/16" WAF"ERBOARD.
.. ALL EXT. WAllS TO BE 21<5 WOOD FR.......E WAllS 0 is" O.C. UNLESS
NOTED On.ERWlSE.
~. ALL TRUSS HANGERS TO BE APPROVED BY TRUSS 1r,lANUf' ACTURER.
5. DOOR ANO WINDOW HEADERS TO BE 12 'b8 WOOD BE...uS UNLESS NOTED
OTHERWISE. '
7. TRUSS ~ANVF'ACTURER TO VERlF"Y ALL DlU:(NSlONS F'ROW FOUND.... nON
PlAN AND Fl.OOR Pl.ANS PRIOR TO THE ~ANUF ....CTURE Of" ROOf' TRUSSES.
8. SOlID BLOCK TO FOUNDA nON BENEA TH All COLU~NS, SEALlS, GIRDERS.
9. TYPICAl TOP PlATE"AT WAIN LEVEl. TO BE 8'-1 '/8~ ABOVE nN1$H FLOOR
",,"CAL
SYMBOLS LEGEND
/'ZZ2Z22I 21<6 FRAUt WAll w/ STUDS 0 16" O.c. TYP.
c=::==I 21<4 fflALIE WAll. w/ STUOS 0 H5" O.c. TYP.
_ BEARiNc WAU'tNOteA"ncH:
131 2X SOUO 8LOCXI~G 0 BEARlNG POINTS.
FLOOR FRAM NG
NOTES
1. Fl.OOR INSUlA nON R-2~
2. All JOIST LAYOUTS ARE T... 150 .erics 9 1/1", 19.2" O.C.
UNLESS OTHERWISE NOTED.
SYMBOLS LEGEND
rzzz.zza 2.6 FR:AUE WALL .W/ SilJOS Q 15. C.C. TYF.
~ ;i;.4 FRAUE WAlL w/ STUOS c IE~ C.C. TYP.
_ StARING WALL INDICA. nON.
@ 2:< SCUD 6LOCl<ING C SEMIING POINTS.
FOU N [)A TJ:()J1Jt;gLt.\N
~ E):-rES : :
. .
.,
- .
..
. ... ...
1. VERIFY ALL SITE UnLITY LOCAnOltS PRIOR TO ANY ~TRUCn~.. .
.. .... ....
2. ASSUI.l( I.lINlI.lU~ SOil BEARING v.4.~Of I~ .NLtsS SOl.. .
RrPQRT INDICATES OTHER'MSE FOR SANOy LOA. ~Cl)rY. OIH(R. . .
CONOInONS W...Y REQUIRE SPEOAl ActlnONAI. O(SlCH eR . .
AlTERNATE CONSTRucnON WETHOOS. CONTRACTOR TO vERIFy SOILS
REPORT PRIOR TO CONSTRUCnON.
J. All. fOUNDAnON WALLS ANO FOO~C Ti BE CONTlNlJ,IQS ~CREV:.
STOA WAllS ARE TO BE 8..24.ew.....S .TOP lS~.7i WIN. ~ S~R~ .
FooTINCS OR ....S SPEOF1ED BY ~CnD~DETAlLS ANorM ~T\JfI:ALe(NG.
.. .....
4. FOUNOAnQN WAlLS TO BE CAPP!:Q, '~21<o. WUO ~lJ. "'--"e: (2~'~O:
GARAGE) OvER ""BRCUS SILL SEALER f"yp1fAl. AN~oR BUD SILL To
f"NO. USlNC 1/2"1<10. ANQ-tQR BOlTS 0 15'-O~ O.C. 1'r'P. lNSTAU. ONE BOlT
... WIN. l' -O~ FROU E...CH FNQ. CORNER.
S. SHEET ALL EXPOSED EARTH AT CR...W. SPACE 'AlTH .0015 ~Il. V1SQU(EN
V...POR BARRIER GROUND COVER.
15. ALl 'MJOO YIITH1N 1'-0" or CONCRETE SURf....CES. OR WITHIN 5. OF EXPOSED
EARTH TO BE ~ROvEO PRESSUR( TREATED I.lATERlAl, OR ~EOWOOO.
7. WINll.IUI.l CLEARANCE FROU Borrow OF nOOR .JJISTS TO EARTH BELOw,
TO B( A WIN1WU~ Of 1'-5" (1'-0" FOR BEAUS a: GIRDERS).
8. CONTRACTOR TO vERIFY ALl DETAILS. ()U.I(NSlONS. ANtI SPEOFICA llONS
PRIOR TO CONSTRucnON.
MAIN
LEVEL
& SECONU
PLAN NOTESI
1. yt:RIFY All SITE unuTY LOCAnONS PRIOR TO ANY CONSTRucnON.
2. ....LL (XTERIOR W"'LLS TO BE b6 WOOD FRAUE WAllS 0 16. O.c. UNLESS
NOTEO OTHERWISE.
J. F'URN....CE AND WATER H(ATER TO VENT TO EXT(RlOR. ALL SWITCHES,
PILOT LIGHTS AND BURN(RS TO BE A WINIUUrr.l or 1'-6~ A.F.F.
.. All GLASS TUB AND SHOwER ENa..OSUR($; AND ANY GLASS WlnilN
A 2'-0. RADIAL OlSTANct Of A DOOR: OR LESS THAN 1'-6. AS()\I(
ANY FlOOR SURF ACE TO BE APPROvED SAFETY GLASS.
5. CONTR....CTOR TO vERIFY ALL OlwENSlONS. w....TERIA!. SPEClFlCAnONS,
OOOR ANO 'MNOOW SIZES, CONSTRucnON WEANS ANO SP(OACA nONS
PRIOR TO CONSTRucnON.
6. SOlID BLOCK TO FOUNDA nON BENEATH AU. BEA~S AND GIRDERS f'l'PICAL
7. TYPICAl. TOP PLATE TO BE 9'-1 l/e" WAIN L(\IEL. 8'-1 1/8" S(COND LEvEl
STRUCTURAL NOTE~
8
SjANn.I.l:!n !'llu.r!'" OUol,:'l I.P:. UlNTUIJ"'.
~~_<::!np~~.
J/S. APA RATED SHE...nNG (24/0) (EXTERIOR) ONE SIDE
at! !,lll" 11l'll! n~ W,ldl ll'"Nr.fI.l
NAIUNG:
so 0 6" O.c. AlL PANEL (OatS
SO 0 12- O.c. IN FIElD
BLOCK 4: NAll AlL PANEL EDG(S
PANEL AT EACH END ST"RTlNG 'MTH1N 8'-0. ANO NOT
WORE THAN 25'-0. O.C TYP.
TWl"l "TORY CONOIn('lN
J/S. ",I.PA RATED SHEAnNG (24/0) (EX~IOA) ONE $IOE
ON \JIN 'C" ,"",. ~ t'V\l:! ....In ,"'... ?Nn ~ nni:l nt: ...."" 1l"Nr.n.ol
NAIUNG:
50 0 4~ C.c. All PANEL EDGES
80012" O.c. IN FIELD
SLOCK a: NAlL All PANEL roc:ES
EJ
PORTAl n:!Al.lr " 1/.,. UI-'l pl.Nrl ~~ r.~TA'l 1 <;l-!~~T "":
PF IS ENGINEERED
8 i:lR~~j;IPnVl'" Pl.rw prl:! ni:lrl'..{'N rMl" l'N'~<::::: r')T!-lr~1M"', ~
GENERAL
NOTES
SI TE PLAN
'NUTE S-----
I. EACH CONTRACTOR AND SUBCONTRACTOR TO vER1F"Y THE EXISTENCE
0( BURI(O ununES IN THE ARE... OF" CONSTRUCTION ~OR TO All
EXCAVAnON. .
2. AU. GRAOING ANO EXCAVAnON FOR STRUCTURAl COUPClNENTS WUST.
CONFORI.l TO TH( PROJECT S01LS REPORT.
J. CONTR....CTOR TO vERIFY All SITE CClNDrnONS ANO OlI.lOlSlONS PRIOR TO
CONSTRUcnON. AlL lNCONSlSTEHOES TO BE BROUGHT TO THE A TTENnON
OF" THE OEVELOPER ANO THE ....RCHlTECTURAI. OESlGNER PRIOR TO ANY
CONnNUAnON Of" WORK.
4. SErBAO<S TO COUPLY WITH AlL APPlICABLE LOCAL. COlJNlY. ST....TE.
AND N.... nCNAl CooES. CONTRACTOR TO VER\F"Y ANY CH.t.NGES OR
AOOENOUlI TO OEVfi.OPUENT SETBACKS PRIOR TO CONSTRUCTION.
REVISION
DESCRIPTION
&
&
.&
, ,
.....-"lICllo.al.-__.._"--r'
_'"_'''.-c:I.'_''' . I
=.=.-==.:~",="c:a."f
~~-"':.:==~-:..':--:g
~. o-clt.""'.__.....,....."IoOC-.G.J
__"'__11_
___"'IC:1I"'-_.~"
r..:;=;l.~-==~S!E
-""'-~-...-----
---..--..--.......::1'
.....'_.."'---~-........
_...;ftIOl'OO_.,-_OO.._......
-- <11.-0_.... - -......&""'- 'T"
.._..........IIld..._
c
dwell design gro' J'
.
tfSOO WEST IDAHO STREET SUITE 204l-
BOISE. IOAI-I08J702
, NE 208.429.1946 FAX 208.429.1 ~
I
t
tJ>
l
.--,
$
b
-.:Jl
J
.
f
REVISIONS
.&
.&
.&
<(
w
Cr:::
<(
Cr:::
o
o
Cr:::
Cr:::
o
U
L[)
I
NOTE PAGE
bAIt: IC5IEC.:!
LiCe 11:::9
llRAWNIKl<S N 1
k:-rlECl<ED 3'llX I .
fi----1
~=.::.--.___---:.~~~~~2\.L.-~!:IJlr~~~~~Ul:~~-~c:::.ut~~~=..~~~-HZ:~~~~...".:~~~~~"..I\l~~.~:;:~.'\Z~U:;3-;O;-~~;c;....,-, ..__...._~_~~n.;;f4'~~ti$<;'I~~:mc_.~... ~---~~~~
/. . .. .. .. . ~",."""<""""~""'" - r:-------' ,.
~ :.: :..: :.: :.:: J:: L ~~lLQSru::~~~l-~O - r
, @ ~ tcYout I'~.. . III --.J..Jo"",,*,", ::~ a.Co TW. Ll.:(O. gs
m - I . . ~"'ot 2. AU.. el..O(n\oJQ ~S~AL PI.)f.l l.o.l....... I
, @24'O.C. ' .....__ ~m .;>,
tJ 0 ~ ": n .. 7 n n .. .. ....... . ~S::iffi I
" ? ~ .: .... a~ii;~~ ...
,. 'P , t:... :'. iJ~~~~i !
II. _ . J ... ~~~~g3- !Io
.
.
.: ..
. '. . i
", .! ..
,. ai1J', .! . j
! .z.r-' .j .:.
1 ; ; : I I I i~: I , @2 I I I ! i
; 1 j I I ~ i j Iii ~ I I I l~'
:==F==F==r~r:=f==f~==t==T==~~~~1==~~~:=~==l--~j
I I
I
..
.
.
.
- .
.
.. .
: : ~r.r I)cnul
:. ~.:
I
! ! ! i..... _.l .
i i iZlZ'~' ~11f'l2\ i
", IJ':ZCIXJ1IZ';~ .~:
I I I j!
C:---F",;:fi-~'=--~-- -'---"La'
~- :---,!","""-r 'l'"'--T"
. . . . . . .
I
@
H~ )f[bEN HOi~ES
THE S(k~wtE\lrVOO[DJ = w(kH~~wiE lEfT
t~~IN fl(2)(2)~ l~I JOIST l~VOUu
..
lD~j<gJI'O:erl1 ~'ii': NO~.fu\\ - IWP,lltC
NIl. 1YPIE QlY. I 51EruJ:1E5 II:>IEPTH L.1EN<G'fH
I I-JOIST 2 IJIJr20i 91/2" 2'
L- I-JOIST 11 ~Jr20 91/2" 28'
N/I.\ lYlP~ QlY. 5EruJ:1E5 !DEPTH S~til.aNG
I-JOIST ~lOC!{ 32lF l1?I2OJ 91/2" 24"0.C"
NIl. lYPiE QT'!. Sf~IE5 tlMNUftil.cru~lE~ I i'iI til. l
}MNGIE~ 4 IUT39.!5 5il/!'lltpl$cu! I - I
'LnOR
r "-.J I
PU\CEMENT PLAN
~~ ~~~
~IKrS ~fJoIJ ~~ r~1G,AU. 'v ~;:il,.-~ili-;;.w-- '" 'Xl'Jt.T3. U'"...t Of riis.tC::"t.c""m.:-A"""ffl'C~ ~'lHDi.)'l;,<oN ~;:;.~ (fll..__-M~ 15
~yl'l'tOHllm.-1H!'$ :;,y{ll,o,l$ F.l:~.IIS A CQH'\'tt~ 10 iKt rn,.I,WD! l;!It.Y:O!2t(llif~ A.'(l (ltNrt LlXAlD<<S ~ }S~<<lt roll! l,.'1Bl....s TH{
~~~!'UH.
, . .."
"
~
K'rl~ua
C3. 9-l\' LPI-2CO Jll.OClaN6. SEE
DETAIl..
E2. SIMPSON ITT\l_9 m. SEE DETAn..
Ad.1llllln~ lwu.
...
1. N.'HAYS IEAO PJlOOIJCT ~ 5U!flE:
IICST..u.ATJOHct-E'IW'f'ROOlICTS.
2.ROlJ'!lOHOl.EQWnSPA!ORTOORlLJ.JH.3
f'Rooucr. ' .
~ tUlS ooc:::A.COlT IS It.mNtlto !>a.El:( AS A.
~ I"\.N&. n IS TO et RI!\'If:W!t),6'r THf
ENQNESI Of RECORD AND: YU57 '=EEl' ICSIKER
AP'PR(IY,IJ. PRIa': 10 1NST1oUJ"ll<>>l OF 0IJIi
f'ROOOCf,
.. 1WlS COCLWQiT ts NOT TO it l,($[O AS A
~J,CE.IrEHTFQR l'\A.IAatl<iIrW.STRl..IC'MVJ.
..........
~ tATOOl, (lV,lrHnry .t.N) tDtCn"lTO BE \fMFlED
B'l' COh"lRAC':al:. .
.........
0"'......
CON5IllUCTION ._
(05%51'-<'" (~
.....-
WlZloDs:zI:NnIaIt41lJN.ft.
PDZ'ha.~13
te~DA'r"'/"lIIl./"l..Iitne~
, Tal' WOTCH
Tes~
0$; XIl'X*".>;{."
,,-
1 of2
;/
._I!!!!!II
Vl
:; 0>-
:::J~'"
,,-zo,,-
~~~o
",,,,0,,,
~og:~o
c.;.,..:a.,~5
<:....Ic:r.ou
-'Z"'z'"
,a.OQJwa::,
"j;.iB~ Ii!
1;~li~!:II~
~~Im. hii!~i
seJ. ia~~~~e
n" Ij....t
2~~!~ii~n!l
~
t ~i~
./J ~';"""
... ~...!!iI
~~gl~
=d, f,,~
3:;!.~R~
0"0
W J-
~OlL..
OOw
. ". ,
:c"'-
Ww
,Z'-'(.?
w<1;
0(1)'';
, cr:
:::(w<
I :c i'= (.?
I
I
f
,::
<:J
~ ~
0'........6
z~t-
t5~5 S
~>-8~
~:2~
8 .;. II
O~ -<I
'~
L ~
%0 :5
~.~ .; %
~ ~ ~ ~
<..... 0 5-
%: on Z %
. .
I I I I I
, -
/...,'--"""._---'-"_.~-~...~.._---_..--"--~-
I~-
~;~p
;;.'
~!.ISolJc:Il5tar:"RlmIoC'cl
Far.cnrlll\bwdtG
C3C!'1fberWobrt
"1d:Ir.g_&hGf..
fOci box II1II pc' fIo9
.
UW&t6"LC.--.d
m.,0Q!:IlcIa.,......,
!!!lL.P'I8Ioc:Iclni1lt'1Ma'lar~
~D<t<Ill
~...-nr-
--"
--
.......ch&clr..a
---
...-
~)
~----
_...;....:.~..;..;...~.............:-~........,~""".__:...~____.:...;..._.~._~_.._'_~_.............'..,...,....~_.__..-#_n_ _ ....~.....~. _..~ _._ --"_...........~.._,.. ...._..'_--<~~ ..c. __~. .._._,"""'-_.._.__......d__..._.;........___,......:.:.......:..._.......... .--"-...-.'.-.... -_.~-
~L1I..A;LI,l,COIUtD5TNtTSl:
. .. .. .. . ...
......... ..-
......... ...
:-::- :- ~n~caj4Cl1:
. @ .... _. f? 24" 04. , .
. :r-T--T--i--l--j--l--l---i--l--l---r-:r-T--f-~r~- j--f-li
IIJf1 Iii . : i i i I I. V!Fx''f, i \. ..; 1 .l! ...
'rao't'~ i l' . \ i : ~ \ :~~..1 .~.a::. ~ '~:ur
,: I l~! . u. ~:-~ :- I ~.
I! !DID'i ~ ! A . -i -11/ omDU1II'"
i: ~: '.;;:~ I j ~v~ I:
: f'C'! i !.l.! i.. :.. i.C
,j .; :;: :;. it.1 . .: '. II .11.
I ! ! ! ! I ! ! ! ! ! ~.: .; ! !. 1... .1-.
t i i i ; ! ! h! ! ~fi\ !: l"r--:!:--'~ .;: ;~~~ @
I I I L.l.13/f,"h-l.Slizr Vii it d j ..~h.l.,l :e l~i ; .,1 \
il .i:.. .t~ .b. ~ .k. A : 1l. : "JLi ~U! tl .e.. ;.iL..-Yji ,
:)_v_;:;:__F..:r--..!r--.J;.~--..;;---~--f--;:==:r-=;::=~--l?""-~=*=~I1.~13/"Ultrl.. tI
, " ," iRi' ' , . , , . ' . 1M" ' ,
: ,t i ! i, i j~! \ lw-i ! j' i 1 ;'b'1 j :!
L_l.__!.__i ~x~~_.!.__1.__..!._ T':~ 1 1 1 ~ ! ',I
:r-T--T--~f=1;1 'I r-w:;'Tlrr....~...~ 'I I ! ',I
I 'I/U'" ....It ..., : I'
,,~'''!/r! II! .'!'" ~ II' "i'l! . J.. ,I.
I ilf'j ! i II i 1 j II j ! n ~ !. '1 i ~ ~';~l Ij
:1 . ! t1lti ! ll~ ! !:I !11i"1\!lI! .~..! ~ I!
,I i ~ .'_oJ L.L_..;.':"'__';".Jl.~~ i . . i I' Ii
:1 I' i ~ Ii: :: : ~ : I I i I:
h: ~ I II @ I '1M ~ .f- i III' I tw: . . .' I~
II !tnr! ~:1I :rJtlIZOj' I I !A\i\l I ! I,
~''''''~'''tr~ ~L-f"'~ t: ~..."....;tr,,,,~; )7L.....:u:\"'J'"-::t..-~,""- '
@; . """"trUIT~ L..,~~;,,~UI~ ~@,,,,,/~:,,,,,2. ~
R-""':-'
<;r.I.....a- N~t..
:. R.O:lR.nm m DE QI/~' LP!:) 0
.::~.. (J.e. T~. tJ.n..o.
:. AU. 91_~ ~ ~;:rr..JC'JlJll.llL PlHol
".yHCl~
bo. DOUBLE RI~ AF"PUCA nuN.
I-RiM AND l-L:=r Jm~T.
AL SaLID ~TART Rl~ EOAItID. S2E .
DEH~IL FOR i.NSTRUCHON;;.
B3. 9-/2' L?j-~O BLOCKInG
TYP. SiT Df.TA1L.
~2. $!MPSQN lUS2.56/o;.5
TYP. U.N.~.
-,....
t. Al..WAYS RtAr; PR<<l'JCT BROCt!URE otiaE
1tcSi....l.LA~ct-~PIt'XJlJC1'S.
2. RCR:R TO HO'..t OtAR1S ~ TO 0RlUJH0
Pfl<lOOCT,
3. 'lMlS~l$ltl'TOK/Et)saaYAS'"
f'\.ACa=E.'i; PlolI>I." IS 10 6E fItVlE\'F..D 8"1' 'lJ1!
~ Of R[CO!l'!l AND U:J5T ~ HlSIHER
~OVA.l. PRlc:P. TO INSTAUAlKlN Of 0UFt
Pfl<lOOCT,
4.1WlS ~TIS ooT TO QttaJ) AS. 11
~~Vl:UImCllUll..51'RVCTlJRAL
........ '
a. u.mt1T. QW;HlllT AM) l.EH\7fIoIl0 sr 'o[FiJfS)
FrfCOto'lAACTCR.
w
"""'
"-
,-
051: SF-450
CCNS'llWC'lTON ADHESIVE
lOst SF-450 @-
lit.
.."...... 20 CARlllIIlGES
'V1EAb.s:zE;J.IIKJDX.40LIN.n
PBl ZiIlz. CAltn.mc;e
.5EE~DATAi:OflF\M'l'Hl:R~itON
Y@.i' iN):Qfif'@4
'ii~~
4}' ~ @' X%'. ~
H~'1f1D1E1Nl HOMIES
'l1HI1E S~'IEWOOID = '~~~'IE lEfT
SlECOlNl1D fllOO~ lrI JOISu l~'1fOUT
~!'I'llOx. sHEETS lL"OUIREtl:"
iECHNICALOATA fOil F\RlTAER INj%ORJM
lit.
I Des~~ ~ NORM - IWP. LLC rNiA TYPE Q1Y. SERIES I DEPTH 1t.EN6i1-t
IN/A TYPE ,91Y. SERIES I DEi'i1-t LENGlH I - IWI\ 9 I' Solid Start 9 liZ' 16'
I - I-JOIST I U'I2O 9 liZ' Z'
I . I-JOIST I LPIZO 9 liZ' ' 5' IN/A 1YPE 9lY. DIMENSIONS 6!lADE I ~"Il-F 1
I - I-JOIST 5 U'I2O 9 liZ' 10'
I . I-JOIST 3 lPUO 9U'i/' 14' 1 GANS-VJA LVL BEAM 1 13/4"X 9112" 19E
I - GAt~A LVL BEAM 4 13/4" X 91/Z" 131: 6' I
I - I-JOIST 13 U'I2O 9l1Z' 15' I GAf\l6J..AM LVL BEAM 1 13/4' X 91/2" t.9C 7' '1
I - I-JOIST 5 lPIZO 9 liZ' 16' ! GAN!M.AA\ LVL BEIlAA 1 13/4' X 9 IIZ' t.9E 21' 1
I - I-JOIST I U'I2O 9 liZ' 2!1' J
I - I-JO!ST 5 LPIZO 5' liZ' 30' IN/A 1YPE Q1Y. SCOlICS MANUFACl\JIlER NtA 1
I HA~ Z IlT39.5 Si.mPSO"
i NlA jiYl'E Q1Y. SSl!ES 08'TH SPACING 3 ! - HANSBl I ITT!/.5 Si_
I- X-JOIST Bt..OCX 32 U" U'IZO 91/Z' Z4"0.C. I HANGER I Z6 W5Z.56/9.5 S;~on
I -1AWti~ ~ Diy'! nre added to rnulli-llN ,uantih'.
FLOOR PLACEMENT PL,~N
'-
-
~<A:.!: K.T.~
[j~ (l(;ilIl.,"<:"fol<;HT ~I ~ ~E-.TtC/>U. '~F'''' LP~M~PiI\-ii.l';'-i'i-vsic.--ll~ ~~"PN1Hffi'7iTrliiih;Nol ~l..'oIIIl~ m t.'"f-JOiSTS IS
$l<<tl.y ~'ltO.1H!StAYw,ISP'!l:~ /<J$A (;Qf'f\~ lOn<<;'lWltR~"ro~.I;($f-'IQ (IItNi: lJ)C,l~,IK1 ;$ ttOf ro<< I,i~ ASM
. $mJCTViI'.IL nI~ !"l.N1.
_....------..._~
--- - ---- --
/~_.
n:
o
>-~ "-
...m 0
1==0 ~5
~~}-5~
o~=:;c
......,0<;
, ""~1j;1!'
~eO-a:%
!i! jl(!i! 83
I
I
I
.
I
.
.
'"
Zo"
~I-al
C:zo,,-
...\<1;;0
ffi~~tc:
j3oc.tjo
c.i"':<;;;;;5
<-I (.:)rJ
-,zwz'"
a.. OQ:l wa:: ,
.. ti < !
i-;"vl!' i'!
i!~';~!'lh
~'dl~!liJ
~~~; !~i!,!i
.~~~ ai~~i8
~~'i .....~
~d~~;i~i~i'
!I11i~,..='~.!la;
i
t ~~_
..'J 0......
... a.:.;
~~~lh
". !i~
3;,.; ~to;
~o:-
.zOL...
OOw
J:3:...l
w",
z<:J'~
w<{<:J
OVl<(
>-w~
1<{:I:<:J
tIl-
I
!
,
'--
r
'"
<:>
g~
-,"
o~ 0
ffi (; ~.~
PZ51ii
~ ~u. .~
~~a::.
o l!: II
0-;:<1
'~
w 8
;3 ~ '"
z co .:>
ffi.fl .; z
I" :!,;<I 5
~.~~ z
i I I. i I
'2of2
',~ y