HomeMy WebLinkAboutMiscellaneous Plans 2004-12-28
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K& A Engineering, Inc. '
, .. P.O. Box 23624, Eugene, OR 97402. '
. . 521 Markel St, SulteB, Eugehe, OR 97402
(541) 684-9399 Voice
(541) 684-9358 FAX .
.a
e n gin eer i n 9
December 28, 2004
Project 197.04
Hayden Enterprises, Inc.
2464 SW Glacier Place, Suite 10
Redmond, OR 97756
Subject Minimum required specifications for cripple wall construction
PURPOSE AND SCOPE
Ps requested, K & A Engineering, Inc. has made a limited evaluation of general cripple walP framing practices
for new single-family residences, as per the State of Oregon One- and Two-Family Owelfing Code (2000
.' edition). Our purpose was to research the minimum required cripple wall framing and sheathing requirements.
INVESTIGATIONS AND RNDlNGS
Our understanding is that cripple walls constructed by Hayden Enterprises, shall be between the foundation and
the first floor framing that consists of 2x6 studs spaced at 16-inches on center and no more than 4-feet in
height
We note that the building code2 specifies in section 403.1.5 that .The wood sole plate at exterior walls on
monolithic slabs and wood sill plate shall be anchored to the foundation with anchor bolts spaced a maximum 6
feet on center. Anchor bolts shall also be located a maximum of 12 inches from all exterior comers. Bolts shall
be a minimum of 1h-lnch in diameter and shall extend a minimum of 7 Inches Into masonry or concrete: It
continues by stating, .Sills and sole plates shall be protected against decay and termites..
We note that the building code2 specifies in section 602.9 that .Foundation cripple walls shall be framed of
studs not less In size than the studding above.. Since the upper exterior wall framing consists of 2x6 members
the cripple walls below should also consist of 2x6 members. .
We note that the building code2 specifies In section 602.10.1 with recommended .wood structural panel
sheathing with a thickness not less than 5/16-inch for 16-lnch stud spacing and not less than 318-inch for 24-
inch stud spacing: Cripple wall wood structural panels shall be installed with 6d common nails at 6-lnch
spacing at the edges and 12-inch spacing at Intermediate supports.. . .
1 This framing Is caned 'crib waD' on the plans. The term .cripple waD'ls used 'herji to be consistent wlthlocai bunding
codes. . . '
2 State of Oregon One- and Two-Family DweOlilg Code (2000 edition).
K & A Engineering, Inc;
SUMMARY AND ,RECOMMENDATIONS
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The following are our recomrliendations: '
2x6 vertical studs at 16-inches on center with a 2X6 pressure treated sill plate anchored ~
minimum lh-inchbolts at 6-feel on center, with one boil a minimum of 12-inches from each
foundation comer. Anchor bolt embedded into the concrete foundation a minimum of 7 -inches.
7/16-inch APA rated sheathing similar to sheathing on remainder of building.
-Nail sheathing using 8d at 6-inches on center for all panel edges and 12-inches on center in the
field. Block and nail all panel edges.
Thank you for the opportunity to be of service. Please call if you have any questions.
Sincerely,
Chuck Du Fault, E.I.T.
K & A Engineering, Inc.
e
Project 1 97.04
. Cfient Hayden Enterprises, Inc.
Page 20f 2
December 28, 2004
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Cripple Wall Requirements in the ..
Oregon 2003 One & Two Family Dw~lIing Code. ...
. .. ,..
Cripple wall bracing. Cripple walls, with a stud height exceeding 14-incheis
supporting exterior or interior braced wall lines shall be braced with an
amount and type of bracing as required for the wall above with the following
modifications for the cripple wall bracing:
a) The required amount of bracing as determined for the wall
above shall be increased by 1 5 percent.
b) The maximum wall panel spacing shall be decreased to 18 feet
on center instead of 25 feet on center, as normally required.
Note: Cripple walls supporting three stories have additional requirements,"
Stepped foundations. Where stepped foundations occur the following
requirements apply: . .
a) Where the height of a required bracep wall panel that extends
from the foundation to the floor above varies more than 4-feet,..
the braced wall panel shall be constructed in accordance with ..
Figure R602.11.3
b) Where cripple walls occur between the top of the foundation..
and the lowest floor framing, the bracing requirements for an
additional story shall apply.
2x SILL PLATE \ ...
WHERE FOOTING SECTION 'K IS MORE THAN 8 FT.
SPLICE /PROVIDE METAL TIE 16 GA. BY 1.5 BY 4 FT. MIN., EACH
. ~ SIDE OF SPUCE WI 8-16d COMMON NAILS.
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FOOTING SECTION 'A'. ." . " ''5>1
'111\\"~II\."VII/ \\\'
For 51: 1 inch = 25.4 mm. 1 fool II 304.8 mm. .
Note: When: footinS Section" A" is less than 8 feet long in a 2S reet-totallcngth wall. provide bnicing ~t cripple stud waiL
FIGURE R602.11.3
STEPPED FOUNDATION CONSTRUCTION
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.'K & A Engineenng,lnc. ..
P.O. BlII 23624, EUgene, OR 97402
.. 521 Market Sl, Suite B, EDgelle, OR 97402
(541) 684-9399 Voice
(541) 684-9358 FAX
JllIIUaJy 6, 2005
Hayden Homes
2464 SW GlacIer Place, Suite 110
Redmond, OR 97756
ProJecl: 74.l14 .
Subject General Foundation Drainage Recommendations
. jasper Meadows SubdMsion .,. 2'" Addition
,Springfield, Oregon
PURPOSE AND SCOPE
, .
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ThIs letter provldes additional recommendations for drainage for the construction of single-family residences at
the subject new subdivisIon. These are Intended to supplement recommendations provided in the original
geotechnical report provlded by Bofre ASsoclates,whlch Included general construction criteria for development
of the project site.. . .
. SITE CONDmoNS
Ps documented In our summarY report of September 20, 2004, the gently sloping site had from 1 to 3-feet of .
. gray Plastic sIlts over weathered yeffow/lan tuffaceous sandstone. . .
. .,
, . Excavaifon for the foundation pads cons/sted of benches cut Into the slope with cuts as high as 4-feat K & A
- . . Engineering, Inc. witnessed excavation and provided OIe'SIte recommendations so that all foundation cuts were
. made to suitable subgrade soils or bedrock. ,
After excavation and grading of subgrade to undIsturbed soffS/rock, 10 to 24-lnches of granular fills were placed i
on the'foundation subgrade and compacted. " ,
Groundwater was not encountered In any of the excaVations except at the lower elevation of ttie project In the
. road subgrade. ..,
. . FOUNDATION DRAINAGE RECOMMENDATIONS
Since a significant amount of low permeabJIlty, dense granular fiff wfff support foundation loads on the
underlying native soffsand rock, If groundwater were present above the excavation grade it is ffkely that the
granUlar fiff could trap and isolate water In the foundation excavation. ConventiOnal footing drains would not
remove this water because II would be below the footing grade. ._
K. & A Engineerlng,lnc.
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/>sa precaution ,to avoid the possibll'rtY of trapping Water below the foundation, we recommend thallow point. ..
drains be Installed In the crawtspaces with the inlel at subgrade level. This will effectively drain the entire. '.
foundation. This low point drain can replace the recommended eonventional footing drains. ' . : - -...
. The low point drain should be constructed at the base of a small weD excavated in the granular fill. The sides of
the well should be uniform with a slope not exceeding 2 horizontal to 1 vertical. The inlet pipe should be
covered with some sort of grate or gaIvanlzed screen to prevent fines from entering Into the drain system. The .
low point drain should be located In the crawlspace as close to the downhill side of the foundation as possible.
Additionally, we recommend that the final grading at the surface between houses slope to a gentie swale that
routes surface runoff away from the foundation to the street or to an approvBd storm drain coDector. The SwaJe
. should have a total drop of at least 1.fool
. . . . -
Thank you for the opportunity to be of service. Please call if you have any questions.
Sincerely,
.,
. .', ,
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. ElCPIRES
Michael Remboldt, P.E.
K & A Engineering, Inc. .
, .
Project 74.04 Jasper Meadows SubdMslon Phase II, Springfield, OR
Client Hayden Homes
Page ,2- of 2
. January 6, 2005
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CODE CONSULTANT' PLAN OHECl(JNG . 16J84
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1245 PEARL ST.' EUGENE, OREGON 97401
TEL: (541) 484-9080
DEVELOPMENT SERVICES
225 FIFTH srREET
SPRINGFIELD. OR 97477
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Single Family and Duplex Construction
Most Commonly Missed Items
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This sheet is attached for your convenience. Included are many often missed requirements of 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 the
- code reference,)
Inspection Requesl Line: 726-3769 Springfield Building Divisions: 726-3753
BUILDING PLANNING
1. Provide ventilation in every habitabie room by means of operable exterior openings equal to alleasl5% 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. [303.1]
2. Bathrooms shall have exterior glazed openings of not less than 3 sq ft., half of which must be able 10 open, or a venling system
capable of five air changes per hour. Vent 10 outside. [303.3].
3. Habitable rooms shall have a ceiling height of no I 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 waler 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. Exceplion: Glazing in tub and shower enclosures and near doors need nol be tempered if
located at least 60" above the adjacent floor or drain iniet. [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 frre-rated doors. [309.1] . .
7. The garage shall be completely separated from the residence and its attic area by means of \1," gypsum board or equivalent applied
to the garage side, [309.2] .
8. Garage and carport floors shall be sloped 10 drain liquid loward a drain or the main vehicle entry door. [309.3]
9. Provide operable egress windows in each bedroom with a minimum nel 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 heighl:
44". [310.1.1]
10. Enclosed accessible space under stairs shall have walls and soffits protected on the enclosed side wilh v," gypsum board or
equivalent. [314.8]
11. Minimum hallway width 36" finish wall to finish wall. [314.1]
12. A minimum 3' x 3' landing is required 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. ciear 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, I 1/4"- 2-5/8" cross-sectional dimension
with a gripping surface and no sharp comers, 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 ofan
object 5" or more in dill!lleter. (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]
i 8. Required exit door shall be a side-hinged door and not less than 3' in width and 6'8" in heigh!.[31!.3]. .
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, I]
20. All habitable rooms and area shall be provided with a permanent approved heat source capable of maintaining a temp. of68 degrees
F. at a point 3' above tile floor.(303.6]
FOUNDA nON/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 shal) be as follows: [Table 403.1.1]
Supporting I floor and a roof: 12" wide., 6" thick, 6" thick stem wall
2 floors and a roof: 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, IS" wide fooling Is required for 1 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 finished grade. [403.1.3]
25. Ground under building shail be sloped to a low point, and an underfloor drain installed to provide positive drainage ITom.under the
buiiding. The grade in the underfloor 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 \1," diameter bolts, embedded at least 7" into
concrete or masonry, spaced at 6'-0" on center maximum with at least two bolts per plate and one bolt within 12" of ends or comers,
[403.1.5] .
27. Foundation drainage shall be provided around foundations enclosing habitable or 'usable space below grade. [405.1]
28, Columns and posts shail be anchored to prevent iateral displacement. Exception: Columns 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" ciearance 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, 322.1]
3 i. Provide access to all undertloor 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 comer. Vents shall
hava corrollon-restllanl wire mOlh or equlntont with tho leOlt dlmenlion bolns I/S". Underfloor vonlllallon may be reduced 10
1/1500 of the crawi space area where 6 mil. black polyethylene sheeting or other approved ground 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 frrst 10'. Exception: Drains or other approved means
shall be provided to ensufc:Jlositive drainage. [401.3]
36. Slopes for permanent cutS or fills shall not be steeper than 2 units horizontal to 1 unit vertical. Exception: Steeper slopes may be
pennitted when a soils investigation report containing data to justify such slopes is approved by the City. [401,6]
37. Sealing required between wall and floor, between floor and foundation to prevent air leakage into buildinll envelope.[C401.8.2]
WALLS & ROOFS.
3S. Gypsum board used as shower and bathtub ceramic tile backing shall be water-resistant. All cut or exposed edges, Including those
It wllllnte..eotlon., .hall be .ealed a. recommended by the menu!llcturer. [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]
.40. Flash all exterior doors, windows and horizontal wood trim. [703.S]
41. Provld. braolng at all gable end wall. exceeding 14 feet In length. [See .tandard 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.[l13, 1-113.4]
44, Tru.. Engineering mu.t b. onJob site at fraining In.pectlon, for all type tru.... u..d. [502.10; 802.1 I]
45. Trusses shall not bear on partition walls uniess so designed. [30 I, I]
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 more than SO% 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 .ide of the insulatiod,
Provide a I" minimum air space above insulation and bame at eave or soffit vents. [S06, E401 ,2.1] .
47, A readily accessible attic access framed aliening not less than 22" x 30" shall be provided to any attic area having a clear height of
over 30". [S07,1]
4S. Roof coverings shall compiy 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]; t) wood shingles [908]; g) wood shakes [909].
49. Roof stann drains shall be provided to collect and discharge stann drainage to an approved drainage system.[80 103] 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.[903,3]
MECI-JANICAL & 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 wann 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 bathroom 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 I. 1 to 2001.5]
55. Provide access to attic furnace (22" x 30") or underfloor furnace (30" x 30"). Provide a pennanent electric outlet located near the
furnace and lighting fixture controlled by a switch at the passageway opening. [1401.6-1401.7]
56, The 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 thennostatic mixing, or the
combination pressure baiancelthennostatic' 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 OJ] Threshold shall be of
sufficient width to accommodate a minimum 22" door.[32I 0.2]
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. Stann 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 tenninate outside the building. Max length is 25', reduce 2,5' for each 45deg. elbow.[180t.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 oftreri,ch.[3113.3, illustration pg.294]
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 pennits may be issued without electrical penn its,
Electrical contractor must confinn an electrical pennit has been obtained before starting work.
65, Provide grounding electrode at electrical service, consisting of (or connected to) a minimum 20' length of lI,"diameter steel
reinforcement in footings. [4108.1.2] .
66, GFCI protection required for receptactes in outdoor locations, garages, unfinished basements, bathrooms, where serving counter-
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]
6S, All smoke detectors shall receive their primary source of power from the pennanent 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, 316.2]
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 alanns 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 alann 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 CONSERV A TION
72. Provide approved vapor barrier installed on the wann side (in winter) of insulation at all unventilated exterior walls, floors, and
ceilings enclosing conditioned space. [C401.9.1]
73. PATH I insulation requirements: (Section C401 for alternative insulation paths.)
Exterior Walls: R-21, Basement Walls: R-15, Underfloor: R-25. Slab Floor Edges: R- 1 5, 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=0.20, Windows: U=0.40, Skylights
(max. 2% of floor area): U=0.50, Forced Air Ducts: R-8. [Table C401.l(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 & Skvlights: U=0.65. Forced Air Ducts: R-8. rCI01.2.3, Table C401.lb Footnote Cl
~::!L~~\W,'!1~g!!g~t :,~::~.?mBI~!~q,}ri:~~J!iplianc~. ;-y!~p:th~ ap?ro~ed.j:ilar.s~~?,;SP;.5~::R~PR~,~~P'~?~,"~5~,~~,~.,!,,,,,,,,,',,,. i",?,\'~~by t~e City,
3:.'. 'Al1pefl))lts'.explre.:l,80'lhly~afterlssuance If no mspectlons .have been, cal1ed Jor.orno"~r?gr~~~:!~~,!~~~~::,~a~~;on the proJect.
,.~Im!!~,,(!.l\.!iin~~,~~J!R~~:!C.I!!!.'l>e pr!lYci4~d,?!1' ~l1-e .~lIm~,~?rIq!lg:~lI~,i( tl!~.!m~p,~~t!.~!!:"~~!I~~~,t!is'!wade'prior.to
h,~:':'> ',":0:;:"" ,-,:,:!'::.::::::>j~~:;,:( ;:i:.:'T<:"!::.::!:::::::ii:':';.:r 'i;;,':<i:::;::;:',,:,;: ;':" . ':".' . ::.:' ':', :' "; ::, ':;",,,;:(.~,,; i~.:'" '- "'.j-::";i.7/a'~'m'~i~,:::";"':: '~:::~! -'.,- ,"!:.,;::~{, ,;:,::;!,;!'::::;:;:!I)ib'~::\:[~'~:~:iii!:!!~\!i!:ir'i::n]:~:!:~!::H\::::~;'!':::i:X:I'!-'/'-i"-'" : \., .
"''P:J#J1-'
. ~ .
i~{43 fRQM:GENE STRINGFIELD
~:~. .
541C689-8266
TO:89S3461
P.001/004'
. '-."
....
.
.. ... ~lmt.. Garatle door header. I\On portallhtme. 12" ove~lang 1~ rool ir1b and oablti end 1ru!l weight.
.;eo;...;s.,.Cmtnf~=~ 31/2" X 12"ClasslcGlulamtM (24F -1.DE Fmmirig OF). .
, ..;=,,~~t~ THiS PROD.UCT MEETS OR EXCEEDS THE SET DESIGN. ..
CONTROLS FOR THE APPLICATION AND LOADS LISTED
'.
Miml>er srope:Ofl2 Roo' Blopeofl2.
All dlmen.lon. are nol1zontal.
r 'ADS;
Ma~l:lla .tor q .Header (Flueh aeam) Member. Trlbuta!y Load WIdUt 'Z
Prlmery Load Group. Snow (pSI): 25.0 LM> .1 1 15 ~ dumUol\ 15,0 Deod
Vertlc8l Loada; .
Type' Cia.. UYO
Taperad(plrj F\O()~1.00) 0.0 To 0,0
TRpered(P/t)' FIoo~1,OO) 0,0 To 0.0 .
'6' '0.
J~ ':~. :-
... ,,' "
'ProduCt D'~ ", ~~nc.ptu"L
, .
lDf
" '"
., "I
, .,
. '
Doad.
1.0.0 To 60.0
60.0:ro 20.0
Looatlon
OT08'111"
8' 10" To 18' 10"
Appllcsllon Commenl
lIdda.To' .
Adds To .
",'"
,
",.,'
, ,
"
." ,.
,
" "
. SUPPOI3.:mi .
III,
.1
Inpul"
Wldlh
1 .. W.0C4 column 3.60"
2.- W0C4 column a.sa'
.. .
-St!e T J SPEClFiER'S / BUIlDERS GUIDE lor dellll1(.~ By Olhers
. . .
("~8IGN CONWOLIci'
'. /' '.. . . Moxlnium DGIIlgn. eonlroI ConlrOl Loaolton
- 6hearllbG) . "1038 '.810 .W9 1'asSIId{15%) Rl endSpan1l1J\dersnawloadlnQ.
Momenl (F\-l.bs) 4437 4437 19320. Passed l~). MID Span 1l1J\der Snow Ioadlng
LIY8 LDad Deft (In) 0.092 0.5SOP_ (UIl99+) M10 Spon'1 undor Snow ioadlnil
Tolallo<id Olin (iii) 0.238 0.825 P8issed (11831) MID Span 1,~rjder SnoW 10~d1no
.tJeOcdlon Crf\enO: MINIMUM(LL.:1n80,1l.:U240), .. . . ..'. .
. ~",cing(l.u): All oom, ' ."",;.. edgoa (lop eM bOIlom) must 1>0 1It0Qe(l &114' 7" 010 uof.... delllned olhOrwi... Propot ellDClhmeni and poolUon/l1ll ollA\eruf.
1lmc/1IlI /II required 10 scl]llMl m'oniber_y.' .'. ... .....
. -Design ....um.a Adequate oonllnUllUO 1.Q\eMloupport 0' \hQ canir'~-" edgo, .
. ' AODmONAL NOTES:. . . .
-1MPORTAN11 ThollfllllyolG ..~_.:_J Ia oulpu\ lrOmaol\vlare41lWloped IlyTrils Jolol (rJ). TJwerrenia Ihe alzlro ollis produCUI by U1Ia ooIIwe",w1Il be
eccompllshodln eClCOnla_ wtlh T J produet detlgn _. an4 code 8ccOpled design valu.... The opec/no produc/ 'oppllcauon. Inplll design loada,Bnd.
sJalod dllI1iIIl8lons tuJve been.JlIir.'I'ed by thollOltYIam _i. .ThIe outpul """ not beQIII'8l'lewed by 0 TJ Assodo/l!!.. . .
.-Not all produOle s'" re.dIIy.avaDoIlI.. Check with your ouppllot ar T J I"""nleal "'pn,_1IY9 for producl8YIIllabDny.
'.rHlS ANAL VSIS FOR TRUS JOIST PRODUCTS ONL VI PRODUCT 6UBSTnuTION VQIDS THI6ANAL VIliS.
~J\IIownb\. SIroOo OeoIQn methodology wa. ~ ler BuUdlng Codo UIl(: ~ II,. T J D1.b1bulIon prodU<4 1l9le<l above,
-Tho onalyals' preOented Is opplllpdalll lor C1llllll1c Cllulam'" 'be"""'. by Weyerl1oeusor.
8eJirlng
L.angtI1
1.GO"
1,50"
VortJc.ol R...u""ollbol
U'IeIDaad1UpllMotel
4~11G31.10 / 105~
421/635/0/1ose
~I
Olhnr
I" "
By Othll/ll None
By oth.", None
".1
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,
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,
,I
,
. PROJECT INFORMATlOIj1
HAyden Homes
16' 00"'00 400r hoader: parallcl
10 lieiage IN..layoU\,
OPERA1QI\ INFORMATION:
Troy l.lIn....tei
Gene Strlngnald BubcllnQ Materllll Ca.
. P.o. SOl< 2707 . .
E1JgBn., OR .97402
Phano' 641-889.6014
F8l< : 64H1B9.6266
g.bmc\lOy@qwestnet
(' .':l'
.'t..~........
Copyl'lCJh'l: 0 aoo" tI)' teuD Jollie,. . 'II"f",t'M"llllN:.(l.I.IU"....,1I
'f.:r...0NI.... ,1.11 II r.\O'l"~elll:.d t.e_dailarlr at 'I'~.n ,1'al.llt;.
ClaooLo O~1l1M" ~n III tre.d"'llO,:k of .<1)'t\,rh"..~,.,..X.'
"\ '
,
,
3/1512005
JEFF HARRISON
EUGENE
HA YOEN HOMES
THE KLAMATH - WI BONUS NOOK
GARAGE LEFT
JEFF
GLULAM BEAMS IN FLOOR SYSTEM
D HAVE BEEN CONVERTED TO GANG LAM LVL
D AS PER PLAN - NOT ON MATERIAL LIST
D AS PER PLAN -INCLUDED ON MATERIAL LIST
.~
Loulslana.Paclfic COrp.
LPI-Jolsts / Gang-Lam LVL / Solid Start R1mboard
Dlstrfbuted Bv,
14421 S.E. 98th Court P.O. Box 1750 Clackamas, Oregon 97015
(503) 742-8689/ Fm((503) 657-1843
86l>-742-ll689
ThIs material take off Ia for the Loulsla~aclllc CTR JoIste. LPI.JoIsls. Gang-lam LVl. and Solid Stan RimboaJ<I
materials only. The contrBctor J builder I homeowner /ard1ltectural designer or owner of the
plans must verify alllnlormaUon on the 1-joIsllayout prior 10 construcllon. My changes needed will then be made
before any taming has occurred. Changes made to the house plans efter construction framing has begun may effect
the l-jolst layout, ft Ia the responsibility of the contraclO< I builder I homeowner I archlleclural designer or owner of the
plans 10 WlIify ft the changes affect the l-joIst Iayoul My damages. fees. or other services required 10 fix a problem
related 10 these changes wW fall undar the responsibility of the contractor I builder I homeowner I archlleclural
designer or owner of the plans. A complete set of plans needs to be submitted for en accurate material take-off.
this Is B material t1lk9oOff on"'", This laYOUt has not been reviewed or comnll9d bv An enc!nKI:...- All beam sizes have
been sized by the Loulslana-Paciftc Wood-E beam slzjoo program or by the design tables in ~ LPI Joist User
DesIgn Manual. G1ulam beams have been Induded In this drawing, without cost, end 8S 8 courtesy to our customer.
The Atd1Itect I DesIgner I Engineer of recood Is Wety responslbIe for the original design callouts, neither
louisiana a Pacific nor International Wood Products. LLC. Are responsible for the d~gn or accuracy of"calculations
, regarding the g1ulam beams shoINn on the lavout
1.....,
O Begin layout
.1.. @ 19.2" a.c.
.
, T r
I I I
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i i i i. i i. i .,.,\. ~'-!- :: i i i i i i. i i ! 1 i ! ! ! !
: : : : : 3/30 : LP~20 X 9;V2. I I . : : : : : : :' :,..,
! ! ! ! LPIl!OW!X9112"! ! 1 1 ~ i ! ! ! ! I 3/'0' 1 1 ! ! I I I !
i i i i i!!! lfI2~lIf i, i i iLPI~OW'X91/2'~ i 7'-32" I I
i i. i i i i I I i i.l5/~4' ,: I i Ii! LPf20\rx~1I2'n
: 5/~0:: :,.,. . LPl~OW:X 9 12': : :: ,.",
LPI~OW!X 9 !-,2" , ,! I !! I!!!!!!! IA!!!!!
i i i i i i!!!!i i i i i i i i Iv!!!!!
i i i i I Iii i il I Iii I i I ! i i. i i i
i i ii, I!!!! I i Iii I i I !!!!!!
I i I Ii. , i I ! i I Ii" Iii i I ! i I ! I i
==1==i==,==r=~==F==i===j==f=~==f='!==F=:!:==p=f=9==r=1==r=~==r=t==P=f==j==!==~==i=:
,ill i i i ~ II i I Iii i i i I ~! i i i!
'I I' i I i ~ i Ii I! i i i i i I ~! Ii i I
I I' i i I I b>=i ! Iii! I ' i i I i ~ I i I Ii
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I
HAYDEN HOMES
THE KLAMA TH - GARAGE LEFT
WI BONUS, BREAKFAST NOOK OPTION
MAIN FLOOR LPI JOIST LAYOUT
.'
I ~^~ W
International Wood Products, ILC
Main Level Havden Homes
Ttl.E KLAMATH - GARAGE LEFT
WI BONUS NOOK OPTION
MATERIALS LIST
FILENAME: MAIN IIXI7.Grg.Left W -BONUS.dwg GENERATED: 03/15/2005 08:44:01
Designed By: AARRON PHILLIPS - IWP
,----1 JOIST
I-JOIST LPI20W X 91/2" (31 stick(s) total)
(2/4) (11/30) (7/32) (9/34) (2/38)
Total Linear Footage = 944feet
I JOIST BLOCK
I-JOIST BLOCK LPI20W X 9 1/2" @ 19,2" O.c. (40 LF)
.~
.----HANGER~
.
HANGER Simpson m 39.5 (8 total)
END LIST
'Multi-ply blocking quantity does not represent the total number ofplys.
"Multi-ply beam ply's are added to nmIti-ply quantity. .
Note:
It Is the Builders I Contractors responsibility to verify Joist lengths.
Blocking panels (If required) are to he cut by the Builder I Contraetor.
Web stiffeners (If required) are to be cut and provided by the Builder I Contraetor.
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
Hayden Homos - Klamath - Jl
NOTE: :zoo..' AIowabIIo sa-. o.ign
t. TH1S COMPONENT IS DESIGNED TO SUPPORT ONLY
THE VERTICAL LOADS SHOWN VER1ACAnoN OF
LOADING. DEfLECTION UMlTATIONS. FRAMING
METHOOS, WIND AND SSSMIC BRACING. AND OTHER (DlMENSIONS MEASURED FROM LEFT END OF SPAN OR~)
LATERAl. BRA.ClNGTHAT IS ALWAYS REQ(JIRED IS DISTRIBUTIO>> SOUllCB TYl'B TOP/SlOB LOAD FROM TO LOAD
THE RESPONSI8IUTY OF THE PROJECT ENGINEER PT- IY-Sl: ft- IH-SX
OR ARCHITECT_ UHIFOlM FLOOR LXVB TOP U P13 00-00-00 37-00-00
2.PRO\IlOERE$TRA/HTATSUPPORTSTOENSURE UHU'OllM FLOOR DEAD TOP 19 PLV 00-00-00 37-00-00
LATERAL STABIUTY.
3.00 NOT CUT, NOTCH OR CRIll LA FLANGES.
4. SHIM ALL BEARlNGS FOR FUU CONTACT.
5. VERIFY DIMENSIONS BEFORE CUTTING LPl TO saE.
8. lli1SLPI IS TO BE USED AS A FLOOR JOIST ONLY.
7. PROVIDE COMPRESSION EDGE 6AAClNGAT
. 33- D.C. OR LESS.
OR
lntemallonal Wood Products, LLC
LOAD TAStE
NOTE: LOADS SHOWN ARE FOR 1NPUT lOAD CASE (t). OTHER lOAD CASES
FOR PATTERN lIVE LOADING ARE CHECKED AS REOIJIREO. .
I ' LPIZOW DEPTH V.soo"
-.1f1i:B. 0.375-
FLANGE 1.50 X 2.50
DBSIGN ca~TDIA
L!VB LOAD
llJW) LOAD
TOTAL LOAD
MSt 0.48
VSl: 0.47
40 PSF
12 PSF
52 PSF
Ul.
1.00
0.90
I SPACIYQ - U.:lO lB.
C/C I .
WARNING NOTES:
DULECTIOZI CRITBRIA
LIVE LOAD DBFL.
TOTAL LOAD DBVL I
L I 480
L I :Z40
THIS COMPONENT DESIGN IS SPECaRCALLY FOR L-P ENGINEERED WOOD PRODUCTS.
use OF TH&S DESIGN FOR ANYTHING OTHER THAN GAHG-LAM LVL OR LPI JO&ST8I8
STRICTLY PROHIBITED. ANY .1I00IRCATJON OFTHLS DOCUMENT REQUIRES REVIEW
BY A DE8JGN PROFESSIONAL.
LOAD SHARING I
o .
MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHlNG OF THE LA
JCXST AS DESIGNED. IT IS THE RESPONSlBlUTY OF THE PROJECT ENGINEER,
ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCT\JRE FOR THIS BEAM
IS CAPABl.E OF SUPPORTING THE R&.CTIONS.
PROVIDE ANCHORAGE FOR UPUFT AT SUPPORTS INDICATED BY.NEQA.T1VE REACTIONS.
ANCHORAGE DETAIL TO BE PROVIDED BY PROJECT ARCHrTECT. ENGINEER, OR DESIGNER.
ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS.
ICC-KS
WISCONSIH
CCMC
coos COMPLI.urCKS
REPORT'
KSR-1305
200405-N
12724-R.
IDKlI'LKCTIOli ASSUKBB COMi'OSlTB
AC'l'ION WITH GLUBO AND
NAlLED.19/32. APA RATBD
SHBATHIIlG (40/20 sp.ur RATING.!
SUPPORT WcTIONS (LaS) ,.
CASB BBAR.IHG HUMBBR
1 2 345
1 16: 691 1039 1052 280
2 4 160 240 20 65
3 117 150 734 121 1
4 -157 701 545 575 343
5 -45 834 541 576 343
6 .-85 537 1090 679 11
7 167 172 688 1093 270
MIN BEARING SIZKS (IH-SX)
:it- 0 ]- 8 ]- 8 3- 8 :it- 0
1
'.500lr~2'500
CROSS SBCTIOY
~
-
.
~
-
MAXIMUM DBlI'LBC'TIOYS
CALCULATSD ALLOWABLB
LlVi LOAD 0.10. 0.33- '.3- 9- . r---l0- 9- 0 13- 0- 0
"Di:AD LOAD 0.01- 37- 0- 0
TOTAL LOAD 0.12- 0.6S. -THIS DRAWlNG IS NOT TO SCALe-
HandlIng & Er8cUon MIc8IaneouIlnbmation ~ LVL and CTR. LPI JoIsZ SpecIllcadona Software ProvIded BY.
T.mpgnry IRl J*INIW1I br'8cltG b~ lXlmpIInP n. &.-lIIht ~.".. bllI*&d bythli dIIlgIwol thIi . SuppoN IRl CXJrnICilDnI fDrG~ LVLIRl erR. LPt.lDl5ta 11:1. LP Engineered Wood Products
:::.s~~=':::-~~1Rl =--=:-'=:'U:==--~IIJ=:::~ ..=::..-==:.pIrIllIlIl:lGU.........bI..-........of....lDtllld 2708HIC;tIWaY421 North
compansnIU'd__..Itle~IRlfaslri'Q... ~ UthliMlgncrt.taIlll.tIlbav.dDesllCltmeetlac:albullcll1:l IRlrtor8cl. WIl"lWlgtan.NC 28401
~Mnollme"'kIIl2Igrua.rlhln-.q.kIIl2I a. , dliNll&.-hta.slgn..WllenIlDcn.lngilllgned .DoIllllcu..notdI.dItIOf_~LVLIRlCTR.LPtJollla__..--.. L.oc:aI G10.782.g&78
bI~tDh~ 1Rl..-ed.lhemudlnldellgn"lIClPUWld_a-~1lD~ ~pcdshId~flgmLP..&.-oI~l\ILIfldCTR.U'l.......anrwy NatlonalWala 6OO.QQSl.G105
.,lIdondatapvvldedbrhGlllDl'lW. ~LVLIRlCTR.LPl tD..IIrnItI....1urlh . ." .snycpwa.....ayolbprudul;lIfldLP
lc*tI_made......C*11berIRl.....dIOIi:tl.l'llM'baWood~clIrec:I ~..mpIId~~IheIrnllkl~III~
CDUCl....~,......protKtId..~brc:odLConllru:lca lRlnu..tor.piIRIQ.Ur-. .
Iater1IIsuppod.........,(w;lII.aaara..n.*-~lPdoesIlCltSllOVide
IlIHlleklspec:lloR. TNI~,....lvv....An:NlKtlor~... . A COf"(Of THIS ORAWlNG IS TOeeGIVENTOntE INSTAIJ..lNG CONTRACTOR
dudtDbeCDRSlDlred ...~doamert.
9- 6- 0 ---.l
...
0."....
ICBO
......."""""
ThedalgnlRlmatellallspecUled"ln~
conformIy..rblhlollilelt,..,.....oINDSWAITC..
Dea:lbaddellealonlndl.daldjuslrntnlbdorfor~
Tcal'oaloefledlon"~
LP...~lndImaIllofL.
-...-llcCcwpnt:lon.
DWG
SHEET
#
#
,
. .... ~; J;Via)don HofMs\The taamalh.Ellkfst.Nciok.0pt.3.Rev.1.24.G5Moode.1PX
Hayden Homes - Klamath - J2
OR
InIematlonal Wood Products, Ltc
NOTE: 2004.1 ........su..o.Ign LOAD TABLE
1. TH1S COMPONENT LS OESlGNED TO SUPPORT ONLY
THE VERTICAL l.CW)S SHOWN VERIFICATION OF NOTE: lOADS SHOWN ARE FOR INPUT LOAD C-'SE (t~ cm-tER LOAD CASES
LOADIN" DEFlECTION FOR PATTERN LNE lOADlNG ARE CHECKED AS REOIJiRED.
~ UMlTATIONS, FRAMING (DIMENSIONS MEASURED FROM lEFT END OF $PAN OR CANTlLEVER)
METHODS, WINO AND SEISMIC BRACING, AND OTHER
LATERA1. BRACtNG THAT IS AlWAYS REQUIRED IS DISTRIBUTION SOURC'B TYPB TOP/SlOB LOAD
lHE RESPONSIBlUTY OF THE PROJECT ENGtNEER
OR ARCHITECT.
2: PROVlOE RESTRAINT AT SUPPORTS TO ENSURE
LATERAL ST A81UTY.
3.00 NOT CUT, NOTCH OR DR1LllPt FlANGES.
4. SHIM ALL BEARINGS FOR FULL CONTACT.
5. VERIFY OIMENSlONS BEFORE CUTnNG 1PI TO SIZE.
8. llilS lPllS TO BE USED AS A FLOOR JOIST ONlY.
7. PROV1DE COMPRESSION EDGE BRACING AT
3T a.C. OR lESS.
LIVB LOAD
DIlAD LOAD
TOTAL LOAD
MSI: 0.50
VSl: 0.47
.. PSF
12 PSF
52 PSF
I.. CIC
L I 48.
L I 24.
11 LPI 20W DEPTH 8.500"
WEB. O~J1S.
FLANGE 1.50 X 2.50
tlBSlcal' CRlTaI)'
UNIFORM
UNI FORM
FLOOR LIVB
FLOOR D"""
TOP
TOP
64 PU'
19 PLP
FROM TO
vr.IH-SX FT-IH-SX
00-00-00 31-0]-00
00-00-00 31-03-00
LOAD LOr
I SPACING . 19.:10
1.00
0.90
DKi'LKCTIOH CRITBRIA
LIVE LOAD DBrL.
TOTAL LOAD DBi'Ll
WARNING NOTES:
nus COIIPONEHT DESIGN lS SPEClFICALLY FOR loP ENGINEERED WOOD PRODUCT&.
USE OF THIS DESIGN FOR ANYTHlNG OTHER THAN GANGoLAII LVL OR LA JOIST8IS
STRICTLY PROHIBITED. AI<< MODlACATION OF THIS DOCUMENT REQUUWI REVIEW
BY ADESkiN PROfESSIONAL
LOAD SHASlIHG.
.
.
MN1MUM BEARING SIZES ARE SUFFJ::IENT TO PREVENT CRUSHING OF THE LPI
JOIST AS DESIGNED. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER,
ARCHITECT OR DESIGNER TO VER1FY THATlHE SUPPORT STRUCllJRE FOR THIS BEAM
IS CAPABLE OF SUPPORTING THE REACTIONS.
PROVIDE ANCHORAGE FOR UPLIFT AT SUPPORTS INDK:AlED BY NEGAllVE REAC11ONS.
ANCHORAGE DETAIL TO BE PROVIDED BY PROJECT ARCHITECT, ENGINEER, OR OESK;NER.
ANCHOR 1PI JOIST SECURElY TO BEARINGS OR HANGERS.
COD8 COMPLIANCES .
RBPOa,T'
BSR-130S
20040S-W
1:1724-&
Ice-BS
WISCOHSIU
COMC
DiYLiCrIOB ABswmB COKPOSITB
ACTION WITH GWBD AND
IiAILKD'19/32- APA RATED
SHBATHING (40/20 SPAN RATINGl
SUPPOllT RBAC'TI01iS (LSSI.
CASS 9BARIUG NUMBRR
123 4
1 331 1129 953 188
2 7& 261 220 43
3 382 671 436 279
4 25 718 737 -47
5 326 1151 671 -27
6 ;19 6516 1018 168
KIN BEWlIHO SIZES (IN-SX)
2. 0 3- 8 3- 8 2- 0
.1
9,500 T
ja"s..
'.'. ...
.
CROSS SECTION
MAXIMUM DEFLECTIONS
CAl.CULATIm ALLOWABLE
\ LIVB LOAD 0.10. 0.33- .r 10- g- 0 13- 0- 0
-DEAD LOAD 0.03- . 31- 3- 0
TOTAL LOAD 0.12- 0.65- -THIS DRAWlNO IS NOTTOSCALE-
Handling & Erection MIscellaneous ' Garlg-i.Zn LVL and CTR. LPI JoIstSpedllcaUonl Software Provided By:
Temporwf..-i1*"*Wll tndnO forholdlrQ ~ The ...of~ compoIIef1lt:hlll be epedI\Id br"cleIignerolU. . Supporta..-i camKtlonI fDrOIflltUm LVL..-i em, LPl.lolatl tlllII LP Engineered Wood Products
plumb..-ifor~"""lllo-=-.rWIlbedel/gMd..-i ~~0btaln""~cco.~8ppIUVIIl_ apednc~
InIlJIedbr____ NoIoC8..llIll11apcli11ol:llOthlt ~1KIm1he~oIU.~ltnldInt.foQlIIIoQlhIs .CIlnmon..drtY..,pIrIIllIllllglw........belp8C*l."**""'"ol4.fortOcl 2708H1ghway421 North
eomp:lIl8Itldlaft<<..thI~..-ifMlel*og.. CICll'IlPOI*L IfIheda/gna1llrlallltadllbcN.cIoeInolmeetlocal~ .ani"forM WImIngton.NC 28401
~.Alnolllne""lu:lagrul<<ll'\anooalgnllladl DOde~clonot...lhlldesIgn. WhentllllllrarMngllllgned .DonotaA,notch,drtIIOl'....~LVLaniCTR.LPlJolltl~_..... Local 010.762.0878
IlIIlI&lPIIedlllthlQ;Jmp;lnld. .........,.lheltndlnldalgnllapplUYed.lhownlnlhlscltalllkQ InpublllheclmaterialflomI.PIIIYUMoIOaqa-UmLVLIndCTR.LPlJollla~ NaUonaJWats 8OO.OW.0105
OelIignCrtterla :::.::::=::=a::::=-=~~~~ ==..m-'~~-::::-~
The~ancl~apedkl..lnautlltaoClll lXrieet...conc:rete.....bepn;llec:led..~brcocle.~ and~Ior.par&\QllWUIe.
conrormltylloUhlhe.....revtalonIofNDS ItldArTC.' 1atn~1I--.med(waD.llooI'bum.*-l. LPcloCIInotP1lYll1e
==:==:~~fadotrotowp.. =~~,....~An:hltectlor~... .A COPY OF THIS DRAWINO IS TO BE GNEN TO THe INSTAl.1.IM)CONlRACTOR SHEET #
LPII.I1IQiIt.-.d~oI~~CorpoqtIon.
1- 6- 0 ---..J
031.....
leBO
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.~
SEP 01 2004 4:40PM
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p.2
!.I0D ,HUBS l'russ' 1
,STANDARD 'A ,ROOF'It{USS
I . . I. .. .
.Ine IrusSCO,.l:ugene. OR9~Z' "'.- -'" .
. ! ',.n)'. ,....Iy '~Den "'Bm~~n~;W4) .
:5 '1 ,.. . . . .
, .' " . (QPliQnal) .,
SRHl'lii\'-WlOOu Mil eK nuLiStI'ie97lnc. TUeAug711T:2O:"q "uu, V"ge r'
4,20r
. -....../
~1~.
1.0-1)
s...10 .. .
. ..------.,.,....;.
s...I-10
.~
4.7.s
. 14-7-<3.
_'M I' _ '''-',-' .... _.. 1--.
4-7043.
..~~ "'_.. ...~1~
s...10 1-0-0
Scale .. 1 :43.8
4x4 -=
o
/: ~.. '.'
2x4 \\ ._~/ ~. 2><4 II
%~ "f.. ~,EP'G .
i~~Lfs~-::-'~ ..Oh
(.../. .
5,::, 'H 3x .-;
3x8 ;,;,
6.00['12'
--.. -- ..---------.-.---
LOADING (psf)
TCLL 25.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
,-.-. -..__.__.._._.~---- -"-
10-0-0
F''"=='~-'----==~...~..,.. .
i. SPACING 2'0-0 I CSI
Plates Increasa 1.15 I Te 0.36
I Lumber InCl8ase 1.15 I BC 0.86
~i> Stress Incr YES I we 0,30
. COde UBC971ANSI95 ;
.1. . ... .__.. 0.. ...'.. . . I
20-0.0
10-0.0
.. =-:-:":=.:..-:-. --__ ";_." '__M', _ .:..::::-::::::-;;-..:.::.::...,':..';.;..=.:.....~ .::. :::
- !
DEFL In (Ioc) Vdefl PLATES
vveertrt(LL) .{).23 B-H >999 MII20
(TL) .{)A7 B-H >501
Horz(TL) 0;03 F' rila
. 1 st LC LL Min Vdefl =.360 i Wei9ht: 69 Ib .
l__.__._..... ,,_. _....M....._.._. .:..,!
"-<'._. .
'," ..-- -.. -.
.i
_h___ __'_'M. _,
---" - ...-
.-.~,,--.- -...
GRIP
185/148
....'...BER
.. ) CHORD 2 X 4 HF No,2
'.,,,,cf CHORD.2 X 4 HF.1650F 1.5E
VVcBS . 2 X 4T HFSPF Stud/STD
REACTIONS (Ib/size) B=9011G-3-6. F=901JQ.~
Max HQrz B=-'l4(load case 3)
FORCES (Ib) . FIIllt Load Case Only .. .
TOP CHO~O A-B=14. B-c~1224, C-0=-905;D-E~905, E-F=-1224.F-G=14
BOT CHORD B-H=1085. F-H=1085
WEBS C-H~316, D-H=504, E-H~316
.-
NOTES .
II This truss has been checked fQr unbalanced loading condnions.
2 This truss has been deslgAed IQr the Wind loads 9enerated by 80 mph Winds at 25 ft above 9rQt,nd level, using
7.0 psI top chord dead IQad and 10.0 psI bottom chord dead load, 100 mi !rom hurricane oceanline, Qn an
occupancy category I. COndillon I enclosed building, of dimensions 45 11 by 24 It WIth exposure B ASCE 7-93
. per UBC97JANSI95 If end verticals or cantilevers exist, they are exposed to wind. If PQrches exist, Ihey are nQt.
e!'l'osed 10 wind. Thelumller DOLlncrease is 1.33, and the plale 9rtp Increase is 1.33
.3) ThIS truss .has been designed for a 10.0 psf boUQm chQrd live load nQnconcurrent with any other Dve IQads per .
Table No. 16-11, UBC-97.
4) This truss has been designed with ANSIITPII-1995 aiterta.
BRACING
TOP CHORD
BOT CHORD
---~ --... . ... .. .
Sheathed or 4.9-8 oc purtin.. .
Rigid ceiling d~ectly applied or 10-0-0 oc bracin9,
LOAD CASE(S) .Standard
~,
_/
A WARNIN@ - VERIFY DESIGN PARAMETERS ANa READ AU NOTES ON TH~ ANa TRUSS DRAWING NOTES BEFORE USE. . . .
Design valid fOf Uw OI'tyv.ilh MlTek ~or.. 1hb ~ Is bos8d 0lW I.tlO!'l POIom&ters v.ovm. Q"ld Is for on hdMduol bufdlnQ e~nonIlo be hdc1le::f ond boded
vorflcafy. ,A.pplcobllty 01 d"lgn pOl'omolets CI'ld proplt' hcOlpOroIlon of ~n':' I! resoonstlIty or bl.Cldhg dllslgoer.1"o01 '14111 c:IIlsIgno!, Blocno "'awn II for IotOll::d
fUPport 01 hc:lIv\duQl web membol1l on)'. .-.ctcIllonallemporoty btocIrlg 10 Inue IfO!:)lily OU1ng CONlrucnon b t1\e relpontlblkly of fl'le erltCtor. AddillOna ponnanont
btoChg of !'he OYel'OI5lIul::t\ie" lhe It '... ','~ d . Of 'the blJldhg dellgner. for general gtIdOnCe regarding lc:tx1eallon. llJOlfy controL sfOloge. deDvery. hellon and
brochg. constJt QSl'...aa Q,D1Iy Stondad. OS8-aO' 8rttdr:'oS,. ~ .....,..-~_. ~ ondH!&-91 Hondlro lru:toIIro and Brochg Reconm8ndat~ ovoIabIe (ran tnm. :lbte L"UIMe.
583 D'Onofrio 0rN0. f.tadKrt. W1SS' 19
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theTRUSSco.
.. BUILDING SUPPLY INC.
SEP 01 2004 4:40PM
HP LASERJET 3200
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.", I
,STANOARD 'AI . : ROOF lr<iJSS .
. Ins Irus~J"EUgenelurU::l/4ujt.1 _..~--_.....
I UlY . ! t"IY , 'foenl'\'amam~~uuq.}
;5 -1! .' .
. ..L l IJ~lional). :
SRl SNOV.102uvulvu, eK nousll-.es:-rnc.I'UeA'ii97'I:,,:~u;<o ~VUI ~age,'
4:2lJl
J
~.,~_S-3-2 ....+....!-'2:-'... I.... ~~-5.'~~c_~_:"'_J!:9-o_1!!:j0.8
0-1-8 1>3-2 4-7-8 .4-7-8 5-3-2 ll-H
SceJec: 1'$T.2
4..
c
'. 6,OOl'!7' .
. ., ~~..
l..~'.'~,.
't ~ - ':...c.,:: .,~=-==-_.:~ ~.
3i: .--- F' :':'::~:~'l:..-:,
3x8 Co
~~ _ -".' .,~J.Q:!.. .. .., ._.... _n ,_._. '9-9-0 '!:10-8
0+.6 9.10-8 9-100.8 0.1.8
~~g~f;N~ ~iB'=T~ir.~~~~~as: ';~ -=r . - igi _.:~~~": :'.e:ir~; '~:.~~ (i~-~iirT~~~~;'=
TCDL 7.0 I Lumber Increase 1,15 ,. BC 0.e2 . Ver1(TL) -0,47 A-F ~493' . . ,
BCLL 0.0! R~p Stress Incr YES , we 0.28 .. Horz(TL) 0.03 E .nla i
BCDL '0.0 I C'ode. UBC97/ANSI95 ' ~ . 1st LC LL Min Ilden = 360 . Wel9ht: 661b .
". ' ...- - I . .....__....._....... ...._....._..._~J _ " .~._~.. .__............__.._ _..._.__ .._.1.. ____-..:_u..... ...___..
.....!IBER . BRACING
1 CHORD 2 XA HF No.2 TOP CHORD Sheathed or4-11-3'oc pu~ins.' .
'-.,T CHORD 2 X 4 HF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS . .2 X 4T HFSPF StudlSTD
REACTIONS (lbfsize) A=810/0-5~, E=810fO.5~
. Max HorzA=32(Ioad case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD A-B~II67, ~=-867, C-D=-867, D-E~1167
BOT CHORD A.F=1025, E-F=1025.
WEBS B-F~285, C-F=470, D-F=-285
.__..~--._.
-_.._-~
GRIP
1651148
.
NOTES .
1) This truss has been checked for unbalanced loading condilions. . ..
2) This truss has been designed for the wind loads genera1ed by 80 mph winds at 25 ft above ground level, using ~.
. 7.0 psftop chord dead load and 10.0 pSfbottom chord dead lead, 100 mi from hurricane ocaanllne, on an
occupancy category I, condlUortl enclosed building, of dimensIons 45 ft by 24 n with exposure B ASCE 7-93
per UBC97/ANSI95If end verticals or cantilevars ""Is~ they are exposed to wind, If porches exist, lhey are not
""posed to wind. The lumber DOL Increase Is 1.33, end the plate g~p Increase Is 1.33
. 3) ThIs truss has been designed fer a 10.0 psf bottom chord live losd nonconcurrent with any other live loads per
. Table No. 16-B, UBC-97, . .. .
4) This truss has been de.lgned wlth ANSIITPII-1995 criteria. .
LOAD eASE(SI Slandard
t......-'\
A WARNING - VERIFY DESIGN PA~M1ETER5 AND READ All NOTES ON 1HI$ AND TRUSS DRAWING NOTES BEFORE lI$E.
Oedgnvald tOfuse ontt wUh JRTektClf....ch.... lNI dEIsIo'lb bOsed OrfYl.IPOf' ~.'.' "0." Ihown. ondb'Q(O'l t"Il:M::l.Id l:.ll..U1o e~ ... .' '. to behstol&d andloodtd
verl\cQIry.. _"'___M~"', oI~npaClTletacJO"ld~Ir;....-...-_....'OlcorTlPOl"lenlbresponsl:blllyCltulc:lr1gd.sfoNr'noftruslc>>sf~. Srcx::lngshol.""'brorlOf4illd
1uppa1 oIlndMdua1 web fI'liembets ontt. AddIJIotd tempotay bmehQ 10 tuure Ilcbllty dumg CONtnJaion It tho '..ponsl:Xlly of IN erector.. Addftional perinanent
brodng of hovel'Ollb'\fChq b the . c,.. ".,.i., of the bLrIcIrg desJgnor. Fat g8neralllukblCe regardhg labrk:ofloo. quc:jlty C':lnlfoL storoae. deJlJery. ersc:Don ald
brOdnQ.. CIOI'\SUt QST-8e Quo'ty Stonoora. DSlH9 I'ocklg ~on, aid ItB-9I Ho~ hstdilg end Broclng .............,.,I..........UU.~ avollable from Truss f'l.Jfe tullMe
~~D0rN6.McmonWlS3119. .
.~.
theTRUSSco.
81 BUILDING 5U'PPLY Die.
SEP 01 2004 4:40PM
HP LASERJET 3200
p.4
"00
IruSS
I tuss I YPB
'l.I1Y. 't'IY
1
Hayden' ~~;;)
K.tfhYlI~tk.
Job Reference (optional)
SlOes, mo. . rnulVlay ~tl. '14:OU:", ~U_U.:l ,..agE. r
. ~7 e:...
ROOF TRUSS
,I ~e I ruse vo., bumner VVA Il::ugene .UK
~.uuu s reD r2OO3" I e
. .
,,140.
J '.1.0-0
'0.2.12
10-2-12
2(l.$.8
10-2.12
:21.u1
1.0.0
Scale. 1:37.6
'3x5 .,
~
.
. '-/~"""'1D
",.,...-/" ~.................. l'
T --:s- 'J8,~
.,OOf'l2' /~V1-i/ l' . 'd3 "~.~ 13
r ;-;;//..5 15n' ,~ 14
04 'tQ;l'::s (8. -'I.........1U2
./i-;""""" 5 n 5 .' 5 n , -....:, ::(-...., 15
3 / ~ 5 n, ~ n a ~.'--...~
/1[/ 2 s, i 2-4-0 ~ 5~O ;:::::-....,
.../",..... I .......,~......
2,.......-;/.. , ~16
~(;"iW~~V~~IW~pIA_U~~
3~= . 3~= .
3x5 =
1---
__.1.~.
2~
,..181e UrTSe15 lA. T U l:I':y-".O,t:QQ61
LOAOING(psO
TCLL ~5,O
TCDL 8.0
BCLL 0.0
BCDL 7,0
SPACING 2~-o
Plata. Increase 1.15
Lumber Increase 1.15
Flep Stress Incr NO
Code . UBC97/ANSI95
CSI
. TC 0,12
8C 0,07
WB O.OS
(Malrix)
OEFL' In (lac) Vdefl..
vert(Ll\ nla - nla.
Vert(TL 0,00 17 >999
HorzITLI 0,00 16 nla
1s1 LC LL Min Vdefl = 360
PLATES
MII20
GRIP'
185/148
Weight 94 Ib
,""BER .
~ CHORD 2 X 4 HF NO.2
~OT CHORD 2 X 4 HF No.2
OTHERS 2 X 4 HF Stud
BRACING
TOP CHORD
BOT CHORD
Sheathed 8r 6 B B aa ~~F41"5.' .
Rigid ceiling directly applied or 1 D-D-O oc bracing,
REACTIONS (Ib/.ize) 2=19412D-~, 25=13612~, 24=o135120.5-ll, 30=18912D-5-8, 29=7412Cl-5-ll,
2ll=113f2O..5-a, 27=10912D-5-ll, 26=69120-5-8, 23:28/20-5-ll, 21=9812D-5-ll,
. 20=120120-5-ll, 19=52120-5-8. 16=2ll6I2Cl-5-ll,.16=23212D-5-ll '
Max Horz2=86<load case 4)
Max UPIlfl29--4lload cas. 51' 26=-12(load case 5). 23=-37(load case 2), 21~3(Ioad case 5),
19=-6 load casa 5
Max GIBV2a194~oad case 1!, 25=136(i08d case 11' 24=135lload caae 1), 3O=189(load case 6),
29=74 load case 6, 28=113(load case 1 ,27=109 load case 6), 2ll=74(load case 6).
23= load case 7, 21=99(1oad case 7), 20=120(load case 1), 19=52(1000 case 7),
16=2 (load case 1), 1B=232(load case 7)
FORCES (Ib).- First Load Case Only' . .' .
TOPCHO/U) 1-2=28, 2-3~93, 3-4'~eo, 4-5~70, 5-6=-72, 6-7~72, 7-ll=-61, 8.9=-80, 9.10~80, 1D-11~53,
11'12=-70.12-13=-73,13-14"-69,14-15=-86,15-16=-99,16-17=28 . ,
BOT CHORD .2-30=0, 29-30-0, 28-29=0, 27-28=0, 26-Z7=O, 25-26=0. 24-25=0, 23-24=0, 22-23=-0, 21-22=47,
20.21=47 19-20=47,18-19=47,16-18=47. . . . . .
WEBS 8-25=,.105, 10-24=-92, 3-30=-149, 4-29=-65, 5-26=-92, 6-27=-89, 7-26=-62, 11-23"-49,
12.21=-63, 13-20~, 14-19=-51, 15-18=-179
NOTES
1l Unbalanced roof live load. have been considered for Ihis design. .
2 nu.a de"l~ned forwlnd loads In the plane of the truss only. .For Sluds exposed.to wlnd (nonnallo the face),
sea MiTek Standard Gable End Detail" . - I
3 All plates are 2x4 MII20 unle.. otheiwlse indlcated.. 'EXPIRATION DATE: 12/31/04
4 Gable reqUires continuous botlom chord bearing. . , .
5 Gable .tud. .paoed at 1-4~ 00, . HAY 2 2 2003
B Thlslrus. has been designed for a 10,0 psf bottom chord live load nonconcurrent wIth.any other live loads per
Table No, 16-B, UBC-97. ...
7' Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 Ib uplift al joint
~9. 12 lb u~lift aUolnt 26. 37 Ib uplift at joint 23, 31b uplift at joint 21 and 6 Ib uplift at joint 19.
. jtil1UadOn page Z .
L .
J\ WARNING - VERIFY DESIGN PARAMETERS AND RUO AU NOTES ON THIS AND TllUSS DRAWING NOTES 8EfORE USE, . ~
Declgn vdJd f':M Ul.8 orty~ t.1TeIl ccn~rorl. TNsd8SVl II:baliedaly upon poraneten4hown. and Is Ioran~~ c.~" ~. ;, 'w belnslaled ond IoOded
\Iel1ic01v. I..............., otd~potCl"l"l8telJa'dploper. ............ of ~...,.....w..IlsrasponslJlUyot~d~.notlnlUdeslgner. 8ra::Jng.hownlstorlOterol
support 01 ~webmembcntrir. AdcIIkn::II tel'f1)OfOfY 0I'CJCt'lg to Insure ItObll!yo...lngoonsf1uC:lllOnllltl. ..~.,. .,....c.,.:.-" offheereetOr. Addltlo'lCl ~rl'nl:J'\8nt
btaetlg of th. OY8faJstrU::::~8 b hire,pomI:lIItyof" bU):lIng ~ For g8l'lerQI OJtklncelegorohg bbrICallon. QUOlIlyconfrot,lfOrOge, dellwry. erecllonQ1d the
' brOChg. col'UlJtQST-88 CUalIySttrdnl DS8-898rochQt.. _"'H". 0l"lCIH8-91 ~ ....tolhgcwserOCb\O Rec.~..o<._, __"0" O"ICtobltfromTIURPlat8 hllul.. .I..aUiODCO.
M.l O'Onofl1o O..tve, ModIson. WI 53119. . . 'InJD.I)INCUUPFLY me.
.,
SEP 01 2004 4i40PM
HP LASERJET 3200
',JOD
KLA-cLEVB B
. I ne I russ vo., tiumrier WAJ t:uge~ 01{
"'. ,
lru..
IlluSSTVPe
ROOF TRUSS
Q\y l'Iy
MByaen NBI1JBmo: l'IU;"'bb~\)
p.5
5 1
. JDI> Reference (.pllonal)
-S"':'lJSMay;i~~,n.austrles,lnc. rue~V~l~:l/:UO~UUJ ...age',
.1+0
--..J '1.04
5-0-8
5-0.,
8-11-7
3-t0-15
l5-o.c
'749
23-0-9
7.....
'0-0-2
3-11-G
4x5 =
....['17"
5
SlCS ~
~-
'tv::>/"
/",/'
/"
3x! .:::-
j
'.1
..
12
2x4 II
.~10.15 18-0,0
B.1o-.,a. 9-1.'
....1819 unsels (}l;.1 Y): l;l:u-.o-U,U-U-4J. Its:U-o.-u.U--U~1
1f
1lxS=
25--1:'
9.'.'
GRIP
185/14
LOADING (psI) .
TCLl 25.0
TCDL 7.0
BCll O.D
BCDl 10.0 .
SPACING 240
Plates Increase 1.15
Lumber Increase 1.15
ijep Stress-Ine.-. NO'
Code UBC97/ANSI95
,
CSI
TC 0.92.
8C 0.80
WB 0.e2
(Matrix)
DEFL'
~:~tl
Horz('Tl)
In (Ioc)
-0,1510-11.
-0.34.10-11
0.10 8
.Vdefl
>999
, >999
. nle
Ud
360
180
nle.
'101BER
l' CHORD. 2 X 4 HF 1650F I.SE
bOT CHORD 2 X 4 HF 1650F 1.SE
WEBS . 2 X 4 HFSPF Stud/SID 'Except'
W92X4HF Stud
BRACING
TOP CHORD
BOT CHORD
. WEBS
Sheathed;
Rigid oeIlinO direcUy applied or 10-0-0 oc braclng.
1 Row at m.dpt 3-11,7-11..
3240 ~3'!!:ll
4-11-14 140
SceIo.':lST.3
~5 9~
.1.
2>(4"
4)(8 =
3240
6-10-15
,
1"
PLAlES
.MII20
Weight: 126 Ib
SeB .Web Brace Memo. for
. required T.Braoe COndition
REAcnONS (lbIalze) 2=147510-5-8,8=154710-5-8 Design of all conti
. Max Horz 2=53(load case 4). I I . nuoU8
a eral bracing Is by ollie
fORCES (Ib) - Arat Loed Case Only' .. IS.
fop CHORD 1-2=28, 2-3=-2555, 3-4=-176114-5~1650, ~~t650, 6-7~1761, 7-8=-27t2, 8-9=28
BOT CHORD 2-12=2161. l1-t2=2061, 10-1 =2240,8-10=2300 ,. ..
WEBS 3-12=235, 3-11~95, 5-11=t072, tl-13~922, 7-13~n6, 7-14=360, 10-14=217, 13.t4~105
. NOlES .
'1 Unbalanced roof live lOads heve been considered lor this design.. .
2 This truss has been designed for the wind loads generated by 80 mph winds et 25 fl above ground laver, using
7.0 psflop chord dead. load end 10.0 psr bottom chord dead load, 100 mI from hurricane oceaniine, on an .
occupancy category I condition 1 enclosed bullcling, of dimensions 45 fl by 24 fl with exposure B ASCE 7-93
per UBC97/ANSI9S I'end verticals or cantilevera exiat, they.are exposed to wind. If porches exist, they ere nol
exposed to wind. The lumber DOL Ina-ease Is 1.33. and the plate grfp Ina-ease Is 1.33. . .
3) ThIa trusa has been designed ror e 10.0 psi bottom chord live load nonconcurrent wilh eny other live loads per
Table No. 16-B, U1IC-ll7. . . .. .
. LOAD CASEIS) Slendard .
1) RegUlar: Lumber Increase=1.1S. Plate Increase=1..15
Unlrorm Loads (plf) .
. Vert: 1-5=-64.0,5-9=-64.0,2-8=-20.0, 13-14=-34.0
'EXPIRATION DATE: 12 '31/04.
SEP 0 9 Z003
~
L\
A 'WARNING - vtRlFY D~~IGN PAIlAMEmlS AND READ AU Nom ON TillS AND TRUSS DRAWING Nom BEFORE USE. . ~
0esIcJl \del fOl JSl!I orif'Wllh MlJoIr: connechn. this ~gn Is bomd arty t/JXr'lPCl'anGl8n thol.l.n end Is 1(1' CJ"I ~ blAdIng COITl,)Ontm 10 bllnstdIed O"ld_kxx:Ied
VCIl1IcaDv. Applcobmtyofde&lgnpatm8t.rlar\dPfOP8l'...~,....~~of ..,'"" -----b~ofbl*tr'odulgnet-nottruu.cMl/gIW. ~ft......brotbWal "
IUppaf olhtf"t:lIQI webmembel1 only. AcIdItIonoI - ,', - \". ~ , btochg 10 I'lsn ItctCIlty dumg COf'lStrucnontl!he IeJPCn$lblty Offtoe 81ectOL AdcIlIonoI porrnonent
bocfng cllhe ~ .1lUCtl.n Is the ntspomIbIIty otIM bUldIng duIQneI. Fer QOf'lOrCiI ~anc.fI regodIn, tabrt:oftor!. qIJOIlty COtlfroL"dorag9. de8wly. 0Jtdt0n ond USS
""""'" ........ QST... "'- """""04 DSa-I9 _ ",",,"""'lor. and HlS-9I _lNIa11lnO and _"'..... _. _ ,_ _, ovaIlolll. 'om 1"", P at. tIlllM.. . theTR CO.
w D'OnotrIo em... Modbon. WI ~71q. . ',' . . BUIIJ)IHGl5OJ'PL1' me.
SEP 01 2004 4:41PM
HP LRSERJET 3200
p.6
i J.OD I'russ
ISTANDARD ]BGE
I f'Q _..I russ \.to., ~ugene, un. l:I/.qU"
I
IHusa I.....
. I
i ROOF', KUSS
!<..lIy [PlY
I '.. .'(d.n Klarnatli(9004r'
'.
'1 ,I ' .
j J ,'(optional) . . . '
4.2lJf--:S,'(1 ~ NOV 10 <WV MIl.K novstnes, Inc, , <Ie ,,"ug Tr 1 f:20::rrZOO1 page 'f J
J
'~~_'...____, __... .J!::!!:i_n _, .
1,0-0 16-0-0
_..__,,_,.., ._-:-,C, .
, _31~. _u ._
16-<l-o
.~
J-o-o
Scale .1:67.9
/
4." .=
"Aa
l'
M
600fn"' I ~~ffK. ,11" N :~ Q
H ___-?" ; ~ ... R
~.~ 'L KM>l~,~ r"
F d"-' ,p1...Kj.L: O,'Hp..o I. T.
E .;:Yf H'O~ l r. I I q.FRA.e" .u
<:?', cr.P I I 'I i S D V
E1Q . . I I 'II I I I 'l' T'Cu By
-;. " \-At! j '~ 'I t---l_._L I _.<hI, _ ~Y"
".<:;v,~,^^"Jyv'vvV~,,~
AT AS AA AQ foP AD Il>l AM AI. AK. AJ AI ~ AG J>F AE AD AC AB M Z . ~
5x5 ";.
M
j
I"
.--.-__.___0.- ...__. __'
32-0.0 .
32-0.0
. .
._- .-. .....---.-...-.......-----.--...-.. .--
t-"Iate unselS l^. I): 1f\I.:I:V-,,-o,U-,)-\,JJ
.----'-r .__...="...,.='~"=l'''.. ,....
LOADING (pst) I' SPACING 2-0-0 I CSI
Tell 25.0 I Plateslner.ase 1.15 . TC 0.07
TCDl 7.0 \' t"mberlncrease 1,15 ,BC 0.04
BeLL 0,0 Rep StresB Incr NO WB 0,10
1>L 10.0 . Code UBC971ANSI!15 (Matrix)
. '~BER -.. --.: .-----......' ....-....- ' , . .... .... '..---'--' .. '-"-"
"lOP CHORD 2 X4 HF 1650F 1.5E
BOT CHORD 2 X 4 HF 1650F 1.5E
OTHERS 2 X 4T HFSPF StudlSTO
REACTIONS (Ib/slze) B=lnI32.(J.(), AG=112132-O-O, AT=201132-O-O, AS=ni:l2.(J.(). AR=1 19/32-0-0, .
AQ=111132-O-O, AP=112132-0-0. AO=112132-O-O. AN=112132-O-O, AM=112132.o-0,
AL=112132-0-O, M=1 1 1132-0-0, AJ=103132-0-O, A1=.111i:l2.(J.(), AH=112132-O-O'
AF=112J32-O-O, AE=112132-O-O, AD=112132-0-0, AC=111132-O-O' AB=119132.().(J,
M=77132.o-4, Z=201132-O-O, X=ln132-O-0
Max Horz B~53(loed case 3) . '. .
Max GrevB=1n(load case 1), AG=112(load case 1), AT=201(1oad case 6). AS=77(loed case 6),
AR=119~load case 1\, AO=111\load case 1\, AP=II2(lobd caBe 1), AO=112(load cese 6),
. . AN=112 loed case 1 ,AM=112 load case 1 ,AL=113(load case 6), AK=113(loai:l case 6),
..AJ=103 oad case 1), AI=113(loadcase 7). AH=113(load.case 7), AF=112(1oad case 1), .
AE=112(1oad case 11.,AD=112(load case 1), AC=111(load case 1), AB=119(load case 1),
. M=77(lilad case 7), L=201(load case 7}, X=177(load ~el)
FORCES (Ib) - First Load CBse Only.. . . .. .
TOP CHORO A-B=27. B-C=26, C-O~36, D-E=-26, E-F=-30, F-G=-30, G-H=-30. H-l=-30. 1.J=-30, J..K=-30,
. . K.L=-30, L-M=-301 M-N=-30bN-0=-30, D-P=-30, P.Q=-30, Q-R~30, R-S~30,. S-T~30, T-U~30,
.. U-V=-26, V-W~3e. W-X=-5 ,X-Y=27. .
BOT CHORD B-AT=10, AS-AT=10, AR-AS=10bAO-AR=10, AP.AQ=10, AO-AP=10, AN-A0=10, AM-AN=10.
AL-AM=10, AK-AL=10. AJ-AK=l ,AI-AJ=10, AH-A1=10, AG-AH=10, AF-AG=10, AE-AF=10, .
AD-AE=10, AC-AD=10. AB-ACal0 M-AB=10 Z.M=10, X-Z=10
e-AT=-l46, D-AS=-63. E-AR~69. F-AQ~65, (;:AP=-65, H-A0=-65, I-AN~65, J-AM=-85,
. K-Al=-86. L-AK=-ll4. M-AJ=-n, N.AI=-64, O-AH=-66, P-AG=-65, O-AF=-85, R-AE=-85, S-AD=-65
,T-AC=-85, U-AB=-69, V-AA=433, W-Z=-146. . .
. ;..-.;...:7...::.~_:._:=__.::::~-===..::=.":' ::- -1--.'=:::-..:.....::::....
DEFL . In (Ioc) IIdefl
Vert(lL\ n/a - Ii/a
Vert(Tl 0.00 A >999
Horz(TL) 0.00 X nla
1st LO Ll Min IIdefl = 360
PLATES
MJl20
. GRIP
1651146
I
i
,
I
~'" ~_ . _ .1..
Weight \67 Ib
BRACING
TOP CHORD
BOT CHORD
Sheathed or 6.()..() oc purtlns.
Rigid ceiling dilllelly applied or 1~ oc bracing.
WEBS
-
. NOTES - .
II ThIs truSB haB been checked lor unbalanced loading conditions. . . . .
2 Truss desi~ned lorwind loads in the plane of the truss only. ForBludB exposed 10 wind (normslto 1I1e face), . I
Bee MlTek Standard Gable End DelaIr . {2/JI;O:t.. I.
3) All plBtes are 2x4 MII20 onless otherwise Indicated. ~
" Gable req"ires continuous. bottom chord bearing,'
. );~niJed on. page 2
. A WARNING - YERIFY DESIGN PARAMmRS AND READ ALL NOrES ON THIS AND lR\JSS DRAWING NOTES BEFORE USf" A
DesIgn -.did rot In. only lJIIIhMrrek oonnoolOl'L thIli dOslgn II baled only '-'XI!' polOmettl11/'1c7.t1l\ onc:I b for Ol"llr'ldilldld buIdIng COlT'fJonont 10 be tulalled end Ioodod
~CO.,. App!.cobf/tyordellg1.. _ _" ,tJl"ljpropel'neorporotlonof._. ...... 'IsteSpa'lltblllyatbt.ldlngdeSlgner'ooI tNSSdftQntI. BrocngshDW!'llsfalatarol . .'
IUPport 01 hdMctJaI web melTbenlon!y," AdcIt\QI'lOI ttmpormy br'oct1g fa Insure Ilobit)' du!ng ccnWuctlon Is 1he rosPOrlslbalty at the erectOL Addlllond permOnant
broch;:t of me O'I8I:ilstructlJre Is Itle .........~,.........."' oflhe blA(l"'(,l dB1lgner. Fa Qengrol;:Julc(ll"CQ rogadlng l:Dico1k:lf\ QUOlIlyconl"Ol sklraaG, dalwry, Ol"eet\OnCl'ld '
broc::lrQ. conwit QSI-a8 0Ilr:iIf'0I stcndo-"d. DSH9 81C1Chg Speclieollof\ Ol)d HJ8.91 Hcrdhg InstalllrQ ond erochg RecaTmandc:f1on evolltlbl&from fl\Jn Flato 1nsI1I\JIe. the.l AU.,scO.
5e3 0'0n0bI0 Odvfl, MocIson. WI 53719. IfJUll,DlNQ. SUPPLY INC.
SEP 01 2004 4:41PM
HP LASER JET 3200
p.?
[Jab Ilruss lltu...' '.~
jSTANOARD IBGE !ROOF IrlUSS
I 1,_ . ..__.______..
I ne I russ I.iQ., l:ugene.. UK .l:f/"lUL
TQt)' lPry---, 'iaenmnijjtfi\~ - ---. --
. I. ., I
11 I" l(op~onaQ ..' . i
'l:20l.- SRlshov -10 <wul"'leK ,nousmea,TnC:" ,ue"uy'2rn:2lT:312llll1 ~age< '
rES . .
;able studs spaced at 1-4,0 ce. . . . .
, pis truss has been designed for a 10,0 psfbottom chord live load nonconcurrenl wllh any other live loads perTable No, 16-B, UBC-97.
. -:-;rnls truss has been desl9ned with ANSIITP11-1995 criteria. . .. .
LOAD eASElS) Standard
.~
.
, )
..J
"
.... "1'
I
-~.
A WARNING - VERlfYbESIGN PARAMETERS ANa READ AU NOTES ON mlS AND TRUSS DRAWING NOTES BEFORE USE, . .
Oeslgn\dd kifuso ortt wlth NI'W: c~ort. TIiI d.~ is bOsOd Otif l.4X!' pal'DrIWllatt shcNIn. met iI lor an W:tvktIolbAclng ........ _. ." ~ 10 be nstollod crd boded
v81f1coly. ~lyol dUgn poromlen and proper mo:POlof\on 0' c. ". .k 18IpOr1S!:JI1r ot btI'dhG declgl'l8l'. not hUll d..9wr. 9toet"lg Voown Is 100lcmtral
1\4lPOl'I at IndMduol web rMmben any. NXmonaI" ." .. _", " bn:ldng to hue Ilabllty curng conmucflon II the 1<<lpOI'1lIblty 0I11la 8fV'(;10I. 1odc:ItIoncI permanent
brocIno 01 tho O<tllol.s1tuC1\n b 1M '.tspOl'ISIbIl1y of the bulc:~ dedgnar. For oenelOl go.Adonce teQClrdlno tobrlcollol\ Q\dIty COOl.roL stofoge. dedtvery, erection and
broolng. c:onNl QST-88 Q\.dtySlcndad. 0SB-a9 &ocIngSpDCl\caUon. and HJB.QI HardIng ItIrlolng end :It'~Re__,........_.::ItIonCYOlkb/. frem lMS Aat. hstllul.,
6830'0n0M0 Drtill. Modbon \11153719. .
,.A
theTRUSSco.
. IUILDINQ R1PPLT, me.
, SEP 01 2004 4:42PM
HP LASERJET 3200
p.B
'\JOD I"uss. jlruss""'1
'i:ANOARD !SA . . iROOF ..<lJss
e InJSS ,-,d.. l:ug~ne. v", 97im2~~ - .'-' -". -. --
. I \.lIY jPly .1oen Klamatn\9004j
. 19 JI1 Ii (?p;lonan. .
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--j
.t~. 6--6-2 _~+-_~..!.: 19-()..0 '.
140 8-8.2 S-S-1 6-10-13
25..... .+ 30-0-0
.~ 4-5-12
38-0-0
~-O
'-i
ScaleR 1:106,7
,
6.00117
4X8 ;...:
.b"~
3}(S ~
F
.
~
d. ...tf.
~--~
!"JAB ~~~' M
t '. 4'4"
3x10 -;-.
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K.
Gx6 i:
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2><4.::,.
9-6-3 .--~.~l .. ..!7~..._+____~-t._ 1 3o.0~.+--_~-O'.__......
9-8-3 7-3-13 8-8.14 4-3-2 8-0-0
- ~late uns:~ (.~.'iT:. Lts:U-U-1..'f.u-u.~ ~"'-l-:~~ =~:=~~-"'-==-~- ~-=~~.~-_ ~'-_:":~.~.=~=_~:~- ;.;~':~'''~:''-~~~~.:~~~~.~. ~.~~:~.' ~_~"''''
LOADING (psO 1 SPACING 2~ CSI 'DEFL In (Ioc) Vden ! PLATES GRIP
TCU 25.6 I Plates Increase 1.15 ! TC 0,85 Vert(LL\ -0..32 M. >999 ; MII20 185/148
TCDL 7.0 I !-umber Increase 1.15 I BC 0.09 Vert(TL -0.53 BoM >564 ,
BCLL 0.0 'Rep Stress Incr YES I we 0.66 HOf':(TL) 0,36 N nla ,.
.."CDL 10.0 Code UBC971ANS195 i (Matrix) 1st LC lL Min Vden; 360 Weight 1211b
".____ " .;. ..__._..__.._..__..P....J. _.i__._..__._.._P._......____. i:.___..._..__.....
, J)vIBER BRACING
. . ,UP CHORD 2 X 4 HF No.2 TOP CHORD Sheethe,far 2-0-5 oc purtins, except erid verticals.
BOT CHORD 2 X 4 HF 1650F 1,5E 'Except' BOT CHORD Rigid ceiling dlrecUy epplled or 1.~ oc b.-aclng.
. J-L2X4 HFNo.2 .
WEBS 2 X 4T HFSPF StudISTD 'Exce~t. .
F'l 2 X 4 HFSPF Stud/STD, I'N 2 X 4 HF Stud
I-K 2 X 4 HFSPF Stud/STD
- REACTIONS (Iblsize) B;132510-5-8, N=12431D-5-8
Max Harz B=196(loed case 4)
. FORCES(ib) - First Load case Only .. - .
TOP CHORD A-B=25, B-C;-4011, e-D~3561, D-E;-3416; E-F~2402. F-G=-1836, G-H;-1477, H.I~1120,.
J-N=-1243. 1-J~1250 . .
BOT CHORD B'M=3595, L-M=2940. K-L=1160, J-K=20
WEBS e-M~364, E-M=521, E-L~827, F-l=1434, G-L=479, H-K=-804,I.-K=1188
NOTES
1l This truss has been checked for unbalanced loading oondlUons.. '.
2 This truss has been designed for the wind loads generated by eo mph winds at 25 It ebove ground level, using
7.0 psI top chord dead loed and 10.0 psI bottom chord deed loed, 100 mi from hurricane oceanline, on an .
occupancy calegory t, condition I enclosed building, 01 dimensions 45 II by 24 II with exposure B ASCE.7-93
per UBC971ANSI95 lfend Verticals or cantilevers exls~ they are exposed to wind. It porches exist, they are nol
exposed to wind. The lumber DOL Increase is 1.33. and the plate grip Increase is 1.33 .
3) This truss haa been daslgned tor e 10.0 pst bottom chord live load nonconculTSnt with eny other liva loads per
Table No. 16-B, UBe-97. .. .. . .
4) Bearing atjolnt(s) B. N considers parallel to grllln value using ANSVTP11-1995 angle to grllln fonnuJa
Building designerahauld verify capacity ot bearing surface.
.5) This truss has been designed with ANSVTP11-1995 criteria. ... .
LOAD CASE(S) Standard
" ./
,. "
\../
- A WARNING - VERIfY OESIGN PARAMETfRs AND REAO All Nom ON 111IS ANa TRUSS DRAWING NOreS BEfORE USE,
Oelign voDel for \.00 ~ \iiAIh ~T"k c0M4clOl1. this d8$lgn b bo~ a,iy ~ ," ... . I ,1ID~-m. and Is for on IncIvId.cl buldlng ~nf to be InctoI4ICl mcflooded
~ly. ,4,pplIoabdTy 01 daoIgn parameters md proper n__..._._..v.. 01 "_"._,, _ ,,; Is le~pondJI(ty ol btAldng doIlgnel . not trust designer. Bcoclno Ihown Is lor btera
support of hdMaUoI wab rnembetlonly, Adclllcnol terJ1Xlfory 0l'ClCtrg to Iruv... Sloblltydhtg construcllOnb ltre.fesponsblllV of the erector, ,A.ddltloncl P<<fT\CI19nt .
broclng of lito overOCl rtruCf\Jre lithe ..ponslbQty ollhe bUJcJnO designer. For general Q\.idcnce ,egOldlng fobrt::ollon QuolIty coollCi slClage. delV8l)', 81~ and
bl"ocIng. coMt" QST~8 QuaIIV Slondord. DSB-89 BrQCt,g Sp&oIfi:XJIlon.. ond 1tB-91 HandInu nstcdng ~ BroclrQ RlI'COfTV"l'l8ndallon ovcftt:ia h'om Tr\lSS P'IaIe hsIfIute
683 D'OnoMo O.1w. MoI;ison.lNI63719,' '. .
~
theTRUSSco.
&r DUILDINGi SUPPLT me.
SEP 01 2004 4:42PM
HP LASER JET 3200
p.9
IJOO I IniSS llruSS'" 'l
.! . ~ I)
: STANOARD Ii SA1'. . ROOF h,USS
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11!~,.lrus5 ....o~.cugene;-ol'\ D/ltVL '". .. .". -- - ... ;f.2tr1
: Uty ! t'IY 'ioen 1\~8ma~\;tUlJ4)
"6 !, I . .'
. ' l(o~lIo~al) I . , '
SR'lSNiiv".020oo Mil OK naUSl es, ne:' Tile'.o;ugn n:20'3'4'2OOl Page T '
'1# ..,_..!-8-2 .... .,..,... !~:~.--+..,.. .,~.....+_... ~~
1.~ 8-6-2 5-5-1 6-10-13 6-$-4
.....;...
m ..33~..__ ,.
6-2-0
.1, .. ~~.!!.. 3~0.
4-3-12 ,-0-0
J
Sca1e G 1:80.4
5)(5";".
'.00[12'
F
.~
"""II
21(4 II
3)(6 ~
P
4x<4 :::.
"- -:::--
-..:--~-:--
-.
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3,L 'HI .
3"17 ::::
M
15x.7:..:.
3.00 ['12"
1_'._ ..._...~.. '-'.' +._._1B!:!!..
9-8.3 7-3.13
.!'rate OffSO\.:<~ I c:u-4-0 ,U-V"'J . =_==-:::'.::-:::::: ~ -::-- .._
'L.OA[)ING'(~~n"-':-'SPACiNG-----;':;;~ -rC-si .
. . TCLL 25.0 i Plate. Increase 1.15 I TC 1.00
TCDL 7,0, Lllmberlnc:rease 1.16.: BC 0,97
BeLL O.O! Rep Stress Ina YES , WB 0,83
:. ~'1L ... _,~,O :. ~de, UBC97/ANSI95 ... t (Metrix)
clBER
',. ",p CHORD 2 X 4 HF No,2
BOT CHORD 2 X 4 HF No.2 'Except'
B-O 2 X 4 HF 1650F 1.SE
WEBS 2 X 4T HFSPF SludlSTD 'Excepl' .
F-Q 2 X 4 HF Slud, JoN 2 X 4 HF Stud
J-M 2 X 4 HFSPF SludlSTD
REACTIONS (Ib/slze) B=14451O-!Hl, M=18711O-s-8
Max HorzB=-63(load case 3)
.
. .
FORCES (Ib) - Firs1 Load Cas6 Only. . . ..
TOP CHORD A-B=25, B-C=-4487, C-D=-4054, o-E=-3908. E.F=.2914, F-G=-2'185, G-H=-2172, H~=-1875,
. I-J=-2078. J-K=464 K-L=27 . .
BOT CHORD B.f>=4028, o-P=3408 N-Q=1927, M-N=-470, K-M=-332 .
WEBS C-P=-341, E-P=SOl, E.Q=-824, F-O=1869, G.Q=26, H-N=-543, J-N=2202, J~M=-I642.
~5,6:H ..
lHl-'--I
......,i
.~~~... '..,' 1..._.~~..1
7-9,,0 '4-$-8
.-_.~ -.. --.....------.. ...-.. ...--....
,.,. ~"';""":".._'" .:=.~~=--:': .:'.'':''::'-::'':'',:::. .:..'" ==:'~':":=::-;':".
DEFL. In (IDe) Udefl . PLATES
Ve"(LL) -0.40 0-1' >990 MII20
. Ve"(TL) .0,73 B-P >~~5
Horz(T L) 0.44 M nla
ls1 LC 'LLMin Udefl =.360 Weight: 144lb
GRIP
1851148
BRACING
TOP CHORD
BOT CHORD
WEBS
Sheathed.
'Rlgid ceiling dlredlYappned or 6-0-0 oc bracing.
1 Row at mldpl G-O. .
NOTES
. .1) This tNss has been checked for unbalanced loading condlllonS. .
2) This INSS hss been designed for the wind loads generaled by 80 mph winds ...t 25 II above ground. level, using
7.0 psf lOp chord dead load and 10,0 psI boUomchord d~ad load, 100 ml from. hurricana oceanllne,-on an
occupancy category I, condition I enclosed building, of dImensions 45 It by 24 fl With exposure B A:>CE 7-93 .
per UBC97/ANSI9S II end verticals or cantilevers exls~ they are exposed to WI Ind. If porches exist, they are not
exposed to wind. The lumber DOL Increase Is 1,33, and lhe plale grip Increa...e is t .33
3) This truss hes been designed ror a 10.0 psI bottom chord live load nonconcurr-ent with any other live losds per
Table No. 16-B, UBC-97. . ....-
4) Bearing at 100nl(s) B oonslders parallel to grain value using ANSI1TP11.1995 alngla to grain lormula. Building
designer should vertfy capacity of bearing 6urfe... .
~l ~i;i~~;h~;tb~~~d;;~t~"'~~Wi'\h'J:~,i-pll-{99~'i;;i~~~~' ,.ot pial_d. .
LOAD eASElS) Standard
i )}
... -
,
A WARNING - VERIPY DESIGN MRAMrnRS ;l.NI) IIfAD ALL Norn ON THIS AND TRUSS D~AW1NG NOlES BEFORE 1m,.
Deslgtl\oO!ld I'ol usoonvwllhMlfek .:...... _.:._.:.. 1rU deSlQnlsbosed ort(l4U\... .,,-,', 0<' .ro..m. and Isror~nlnc:MdUcibuldlng ___...,..__ ,I to bel hstolIed oind Ioo::tod
wrtlcoDy. "'~..~__..'_~, 01 design.. .". ,',.",onc:lproperhc:apotat1onotcc~ bll8$pOl\!lblltyofblAcUl~CISSIgl"er."ott\mdIt$lgML Brcchgh7wrll$fOf bllllol
wppod of k'dYlduo' web memben ony. -NkhonQIlempol'OIY bro:lng 10 flsUe .taDIII)' d\Alg conslnx:lbc.n h the relpOt\Slbl!ty or'.... 1Ir8CfOC'.' AdcG11onc1 P'I~.
brocng 01 the cveroll structue 15 tt)e nnponstbIItV Dr lhe bJIdlrO dedgner. For general gUdonce regadilC . flDric:atloo, Qldltv oontri:ll. ,Iocoge. d&ftlIelV. Gfeclloo end
blOchg. conw/t QSl.aa QuoIlIy slo"1daI:t. 0S8-89 &ocIng Spedllcollor\ and Ht8-91 HandlrQ lnrtoIlIr-Q md Br-octlg RelXlttYnendClllon ovaIIab" from rn.m flk]te INfi1ul..
S83D'Ol\OtrIoDl't.oo. MotbCl'\ 'MM119. .
~.
theu..uoA>Co.
a. BUIlDING SUPPLY INC.
SEP 01 2004 4:42PM
HP LASER JET 3200
p.l0
IJOO ; I russ i ,ruBS "'j
lSTANDARD iSA2 i,~~~ 'I~~~~__.
Tl'ie IruSS \'0., t:ugene, Ut\ '::J/4U~
i Yty i t"ly }oen Namattl~duG4) .
. . . 2'.1 I . I
_ _ I I !Joptionall.. .. .:
4f.7DT -sRr~QV 't? ~uuli Mil eK nousmes,1'ffi:. I ue AUg :;tl" "I"' :"V:.>O LUJf t"sge 'I
4X";:' [)..F
3.9 ~ /fJ;
oE .--::'E-P /I G-1'
'''''---,--~-=;::=:::--' ~
_.~~~ ~H-~~ '
-::-;.- p -':--~L-P ~'
._' _~~ IoN -
6xl0;. -.;:_':;:=:=- !.,
a . . u JKI"t ~
..4~. . I :::,*1
3.50 '"
o II.
3x5 ::::: 5x7 ::
b411 W..
2x4 II
-~ ..,.~:L_ .:'.+_..12-1-3 _:';-._._~o.o..e..:+_._2.5S' _ --r-
HHl 6-8-3 . 5-5-ll 6-10.13 6-s-4
2W..
lI-2-ll
J
.5;(5 -.
..aa['f2"
F
.
.<!
J
3.00j1T
.>
~_~o _~~
4~12 .1-0-0
Scale -1:89.1
,.._____9-6-4..__.:_.;.-___.11..IJ-Q.... _ j ._..._._2~L _.. ._1,29..0-0. 33~ . _38-0-0_-1
9.8-4 7-~12 8-4.11 ~7-5 4-6-6' 4-5--8
'!:!~'d!'selS ~^.J.r l:_'D~U-v---IU.c~y~~__~.~-:~ ~.=--=~=~==-:'.'~ :~.=~ ~=~ ..~ ",. . ...=' _..._-==-=~. ,--.----- ...... ~ ..... -.. '-~ .:--~.::..~
.-..-- "-'-.- .--....--" '...r--..--.'............--.-.-..... .-=--~..,-"'l'._. -.-..,.,..-. .......---..--
LOADING(psf)~ I SPACING 2-0-0 I CSt DEFL in (Ioc) Vdell I PLATES GRIP
TCLL ~5.0 I Plales Increase 1.15 i TC 0.89 Verl(LL) -0.47 Nep >728 ! MII20 185/148
TCDL. 7.0' wmber Increase 1.15 I BC 0,64 Verl(TL)" -0.96 N-P >354. I
BCLL 0.0 i i'lep Slress Incr YES WB 0,64 HorzfTL) 0.25 . 0 nla I
:",CDL 10.0, I Code UBC97/ANSlg5 ! (Melrix). lsILCLLMlnVdefl=350 . Weight 150lb
),.. '" ,. . ,I... .. _..., _.. .,'" ......,.__ ._.,. .. -, ------....---..... -.....,.... ...!........, ---,-- . -..
IlBE:R '. BRACING
',UP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 2-6-5 oC purllns.
BOT CHORD 2 X 4 HF. No,2 'Excepr BOT CHORD RI91d ceUinq dlreeijy applied or 6-0-0 oc bracing.
.' B-P 2 X 4 HF 1650F 1.5E WEBS 1 Row al m,dpl G.N. ..
~BS 2X4HFSPFSw~STD'~c~r
. C-Q 2 X 41' HFSPF Sw~STD
E-O 2 X 4T HFSPF SwdfSTD
E.P 2 X 4T HFSPF Slucf/STD
OTHERS .2 X 4T HFSPF Stud/STD
,REACTIONS (Ib/size) B=1125/0-5-ll, 0=2193/0-5-8 .
Max Hon: B~64(load case 3)
Mex GravB=1136(load case 6), 0=2193(load case 1)
FORCES (Ib) . First Load Case Only .
TOP CHORD A-B=25, B-C=-3198, C-D~2746, [)'E~2600, E-F~I563: F-G~1250. G-H=1514, H~=13~.
I-J=493, J.K=27
BOT CHORO B-O=2875, P-O=2186, N.P=-4ll, M-N=-404 L-M=-359. J.l=-352. M-O=63
. ~BS C-Q~394, E-O=529, E-P=-ll51, F-P=809, G.P=1081, G-N~2264.1-N~923, I-L=144, N-O~2183
NOTES
.11 This truss has been checked for unbalanced loading condRions. .
2 This truss has been designed for the wind loads generated by 80 mph winds at 25 II above ground level, using
. 7,0 psflop chord dead load and 10.0 psfbollom chord dead load, 100 mi from hurricane oceanline, on an
occupancy category I, condition I enclosed building; of dimensions 45ft by 24 ft with exposure B ASCE 7-93
per UBC97/ANSI95 If end verticals or canijlev"", exis~ they are exposed to wind, If porche. .,xi.~ .they are not
.. exposed to wind. Thalumber DOL Increase Is 1.33, end the plate grip Increase Is 1,33
3) This truss has been designed for a 10.0 psf bOllom chord livalciad nonconcurrent with any other live toads per
Table No. 16-B, UBC-97, .. .. .
4) Bearing at lolnl(s) B considers parallel to grain value using ANSlfTP11.1995 angle to grain formula. Building
designer should verify capacity of bearing surface, .. .
5) This truss has been designed wI1h ANS1ITP11-1995 criteria;. . .
LOAD CASE(S) Standard'
. ,,).
[
,~ .
A WARNING.. VERIfY OESIGN I'I\RAMElERS ANO READ ALL NOTES ON THIS AND TRUSS aRAWING NOTES BEfORE USf. . A
. DesIgl ~d IOtuse otlJoI 'fI\1hMITelc ...... .............. nisCleslgn kbas8donlywO!'1porcrntlllll'S S"ICI'rm. Qrdls lor O"l rdvk:Ld bul1:fng ~llo be IrGla4sd Oll:l'looded
vertlcdlV. AQPIco:JIlty of deslQn pa;tm81~ and ~ :',_.,,,.''''::4. , olCXll'TlPOhsnI bmsponslbEtyof b.dcInQ desV's1-rottMsd83lona. ero:::lnod'lovJn Is lor b1erc1
suppootollndMd""...bmombo..,;y;Addlllonal'_.b""'.............,_Iy""""'con.Nc1on."'.L", _~ 01&'''00''''. Addllorol.."""".", ....
broci1g of lho C7..erolllfrucf\Jre Is the , --'r'.' ~~'~'" or the bJld'l"IO dedgner. For genera QUId<:oCe regoKftoQ fObfCa11on. ~ty CXltJo!, storage. delvery, eloctloia and theTRUSSco.
bn:lcInO. eoruUl OSH& QuoIIy S1onc1ord. OSB-a9 erodng ........____...;>n. end Hla.91 Hardng hlalho and BrcIcnO Reccrrmendaflon ovcIloble 'rom Truu Plale InI1l!u1e,
583 D'Onofrlo CktIO, Madlson.lM53719. &.BUII.DINCiSUPN me.
SEP 01 2004 4:43PM
HP LASERJET 3200
p. 11
J1i1J ....--.-''''$S
-- --- TriJiisType UI)i-.: Ply- Mayoen NamaUI\9148jSS---:-----. .. -..,
ROOF TRUSS 1 1
.,. _.. ~ ____,_.--,-.,.",......". .,.. \optional)-,:~" =nor.
..uJ~ Iruss....t.. c.ugene, UK::If4U, .' ".","VI ..;JJ'\"15NOVIO"UuvMllell. nousmes,lnc. nlLJ'~Vt 1"':u,:'V""WI rsgel'
. \ . '. .
..j
,
KLA-EL-1
SASGE
-J
-1.0,0
l.o-il
_1H-3____.,
6-8-3
12+3
5-5-0
1s40
6-10-13
25-6-1
6+4
:\:Hl-4
8,2.0
38.0-0 39~O'
4-3-12 1~o-O.
Seele.. 1:80.0
'Gx10 ==
~
3~4*
. 0.00r12:3)14 ~
3x4 -:;. E
5x10 ~ .
exlO II
2
;j
~
,
t.;;:: JK f') ..
. ,.,0 II"" ';j;
3.00112'
~..." 0:
~Iale uns_~~_:.
S-ll-4......,. .+_, 17-0.0 _, _ '. 25-4-11 _,_27-6-& 33-8-ll 3~38-0-0_1
9-6-4 7-3.12 8-4-"1 2-1-13 6-0-<1 0-1-12~'2
LC:u.:o:TO.cogel. (u:\J-,>- "1".\)-",-01. IC:'lt#-V-V,:;j-o~I, 1.J:u-.'j-I .~age["l,}:V-O-.)tt:Qgel. 1c:0:0:7.V-.c:'~-====-==-~==
- -'I ---.-,
cSl DEFL in (lac) Vdefi PLATES GRIP
TC 0,68 vert(Lll -0.47 N-P >733 MII20 1851148
BC 0,64 Vert(TL -0.96 N-P >357
we 0.82 Horz(TL) 0.24 0 nla
(Matrix) '1st lC II Min Vden = 380 ,Weight 233 Ib
_ ,_..._.______._ .1.....,____._,.,____. _", ,...-'.__, _,_,__._ .._ ._._. .____.,__
BRACING
. TOP CHORD
BOT CHORD
WEBS
Sheathed or 2-6-1 1 oc pur1lns,
Rigid cellll'l!l directly aP1llied or 6-0-0 oc bracing.
1 Rowatmidpt.. F-K .
LOADING (psn SPACING 2-0-0
TCll 25.0. PIates Increa.. .1:15
TCOl 7.0 Lumber.lncrease 1.15
ElGLl 0.0 Rep Sire.. Incr YES
: .?~_....~~',o_.. .__~~. ....U~C971ANSI9.5.
~BER' .
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HF NO.2 'Except'
8-P 2X4 HF 1650F 1.5E
2 X 4 HFSPF StudlSTD 'Except'
C-Q 2 X 4T HFSPF SludlSTD
D-Q 2 X 4T HFSPF StudlSTD
D-P 2 X 4T HFSPF StudlSTO
2 X 4T HFSPF Stud/STD
WEBS
OTHERS
REACTIONS lib/size) B=11251O-5-8,0=219313-O:O
Max Harz B=-63l1oad case 3) .
Mex GravB=1134(load ca.e 6). 0=2193(load case 1)
FORCES (Ib) - RIllt load Case Only ,
TOP CHORD A-B=25~ B-C=-321 1, C-O=-2798, D.E~1616. E-F~1293, F-G=1577. G-H=1se1, H-I=1459. 1.J=504
, J-K=2/ . .
BOT CHORD 8-Q=2868. P-Q=2252' N-P=--43, M-N=-421, L-M~376. J-L=-370, M-D=83
, WEBS C-Q~335, 0-0=505, t>:-P~64, E-P=845, F-P=1121, F-N=-2320, I-N=-959, 1-L=147, N-O=-2162
NOTES
1) This truss has baen checked for unbalanced loading condition.. '. .
2) Truss desi~ned for wind loads In Ihe plane of the truss only. For studs exposed to wind (normal to Ihe face),
see M1Tek Standard Gable End Detell'.. .
3j All pla!es are 2x4 MII20 unlass otherwlsa indicated. , : .
4 Gable studs spaced at 1-4-0 oc.
S This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent with any other live loads. per
Table No, 16-8. UBC-97. .
B) Bearing at lalnUs) B considers parallel to grain value using ANSltrPl1-1995 angle 10 grain formula. BuDding
designer s~ould verify capscity of bearing surface. . . .
~l ;h;;;i~;"s~h;'S i,~~~ d;,;'~n;,d';;ii;"":~~Jtp~1:'199~-~~\~~a~' II, .., :... " ..
LOAD eASElS) Standard
I EXPlRIiS
DEe 10 2001
.. .
I ....1
U
A WARNING - VERIFY Df$IGN PARAMmRS AND READ ALL NOTES ON THIS ANa TRUSS ORAWlNG NOTES BEFORE USE.. A..
De5lQn \IOI1d for UIG cri(w1th Mtrek 9.' _:_. _... 1I'iI dOllgn lI"baSad only UJX!1 poremel." Ihown. end b 101 on /odI'o'lduot bUldII'lg C:OrIipOr.ent 10 be lnsIoIledondlooded
VDrtlcoo,o. ApplctlbDlyot deslgnpacrlltfflrs ondpoper~,.,..~... ..;". ,ot h, ,__ _ . IsreSl)Ollllbllily or bUldlngdeslgner. f'IOj tMldmtrm. Brochg sholMllI for lateral : . . .
aupporl of rlCIllt:UlI web I'TIel1\ber1 criy. ACldlflanoJ ....... ~_. , tmcIng to M..re stabllty dl.flnO coretlUdlor, b fha r~ty 01 the 'ctfeCtOf. AddIIIord peltT'lonenf
c<odnOotlho OVlllOIll<UCl\(ll b'" rolPO'\lllllly 011116 ~ d'olgnor. FcroenorolgUd= _ng folldcollon qwllly COOlrOlllolClO'. _. .roO'OIO and theTRUSSco.
broclng. C:DnlulICST-aa c::....aztyStadard. ~9Broc:~SpedDCCIlIon. ondHJB,-QI ~ nslollngcndBrechg ~.. .,ldCJ1lOnovclablehom TnnsPlafeNlllute.
5a3D'OnotlloD1ve.Mcd$on,W163719. . '. .' - '&J1tnLDlNGstJPPIJ'lNC.
SEP 01 2004 4:43PM
HP LASERJET3200
p.12
KLA-EL-l G
KING POST
. I v.<y . ~IY' 'nayoen N~maul\ Iva"cj.:J>> ~ .
1. 1 .
. . Job Reference optional) .
O.UuV Ii reO .0 ~W.:J II el< naus(J''Wii1 Inc. tVI1 ~r lq. " ';'1 o:"'tJ .!vu,) r"Bge".
.'JOD . I fUSS
',INSS .ype
. -~:.t-!le I russ \,,0., t::>umner 'iVi-\1 c.ugene,v,",
. '
....../
.1&0-0
140
$-.-0
5-6-0
1140
5-&-0
" 12-0-0
140
Scalee. 1:21.2
Gd ~
'.
.
l
5
2><411 /" '/
. /"V
..OOf'IT 2xo\ II -a/
" 8/ m m
~m
. D
.,
:.i
3><5=
2x4 11
~4 II
:be.. II
11-0-0
11-0-0
DEFL in (Ioc) Vdefl
vert(LLI nla - . nla
Vert(Tl 0.00. 10 >999
HorzITL) 0.00 9 . nla
16tH: LL Min Vdefl = 360
2x411
""'II
'3x5 =
LOADING (p.O
TCU 25.0
TCOL 8.0
BCLL 0.0
BCOL 7.0
SPACING 2-0-0 . .
'Plates Increase 1.15
. Lumber Increase 1.15
Rep Stress Incr YES
.tode UBC97/ANSI95
CSI
TC 0.09
BC 0.05
WB 0.03
(Matrix)
PLATES
1011120
GRIP
185/148
. Weight 42 lb.
"'MBER
.' ", 'CHORD 2 X 4 HF No.2
!./l CHORD 2 X4 HF No.2
vrnERS 2 X 4 OF Stud/Sid
.
BRACING
TOP CHORD
BOT CHORD.
. .
Sheathed ri-&'E ,.. ..:;"i;. . .
Rigid ceiling directly applied or 1~ DC bracing;
REACTIONS C1b/size) 2=174/11-0-0. 9=183111-O-O, 15=190/11-o-o, 14=72111-O-O;13=11611HHliI2=55111-O-O,11=221/11-o-o : .
Mex HOI'Z 2=-2O(1oed case 3~
'. Max Upllf12=-14(load case 5, 9=-130oed case 5).14"-4 oed case 4)
_ Max Grav2=174(load case ),9=183(1000 case I), 15=1~(load case I), 14=77(load case 6), 13=116(1000 case 1), 12=59(1Oad case
7), 11=221(load case 1) .
'FORCES lib). Flnlt Loed ease Only . .
TOP CHoRD 1-2=28,2-3=30, 3-4=-37. ~5=12, ~6=-26. 6-7~26. 7-8=-42. 11-9=-54, 8.10=28
BOT CHORD 2-15=8, 14-1W, 13-14=8, 12-13=6, 11-12=8. ~11=8 .. .
WEBS 3-15=-149, 4-14=-64, ~13=-81, 7-12=-53,8-11=.171 .
NOTES
Il Unbalanced rool live loads have been considered lor this de.ign. ..
. 2 Tru.s desl~ned lor wind loeds In the plane olthe truss only. For stud. exposed 10 wind (norrnel to the lace),
see MITek Standard Gable End Delair' .
31 Gable requires conllnuous bottom chord bearing. . . .
4 Geble studs speced et 1-4-0 DC. .
5 This truss has been designed for a 10,0 psI bottom chord live load nonconcurrent with any olher live loads per
Tobie No. 16-B, UBC-97. '.
6) Provide mechanical conneclion (by others) 01 truss to bearing plate capable 01 wilhs1anding 1~ Ib uplift 01 Joint
2, 131b uplift at Joint 9 snd 41b uplift a110InI14. . . .
LOAD CASEIS) Standard
IEXPIRATlON DATE: 12/31/04 j .
APR 1 6 2003
j
~ '
A WARNING - VERIFY DESIGlN PARAMETERS AND READ AU NOTES ON THIS AND.1R\JSS DRAWING Nom BEFORE USE.
. Dellgl 'Void ror lJ$O only wtth MIrek .~. '.'~ w,_'_' na design Is based Clliy upon po'CITlO!ers stlO'o'lf\, and IS fel O'l ncMO.a 0J\C1Irlg componentlo be 1nst0000o ard kKJded
Ver1!caly. AppIlcablllY 01 design P9l'omslBll and ploper ~ ,~~.....__:.... of ~I'\t Is lesponslblllly or bUlClr.Q designer. nottTuss designer. Brodng shown Is for bterol
wpport of hdvIduol web m~on y. NjdIt\clna temporary bracng to NUt. stoNlty ClUtlng cons1rUcllon b the ~blIty of the erltctor,".lIdd1l1Qncl p8rmOnent
braa.g 01 the owroD rtrucMu Is the uuponsbltty 01 the bUlctng destJ'lor. For general Ql.ldonee reoardtrO k1br1oo1lol\ qualty control &toroge, delvery, erection and
bJocIng. co~u11 Q!rr-88 Quolty Stondord. 0S8-89 Brachg &pecU1co1Ion. crd HS..tI\ HondInQ hstdI\rlg one Bractng _',~ __ _ - ."ldallon CNdobIe: from Tlls PkJte hrtlh.i8,
663 D'Onofrio OrNe, ModIIOl'\ VJl63719.
.4
theTRUSSco.
.IInLDING WPPLT INC.
SEP 01 2004 4:44PM
HP LASERJET 3200
p.13
;roo
INSS
IN$& Iype
uxy. t"IY nBycen N8f!1B(nl'UG~[l)::;~
1 1
Job Reference coptlonill)
~.VUlJ 5 reo. b "VU'" rvllleK naUSlfles.'~nc. M'uri i"\(.if~.. -n:ltl:.,)u "Uu..1 t"sge 1
KlA-EL -1
G1
KING POST
':~"'..ne I russ ,",D., ~um..,er VVI\ I ~ugene. U~
.,_J'
-1.0-0
1.().(l
~.o
u.o
11.().(l
~
12-0-0 "
.-0-0
St:aIo-1:21.5
'-4)(4=
.
~
.
,
~
~
.
2x4 "
~~~
~
..0-0
~-
SPACING 2'{)-()
Plales Increase 1.15
Lumber Increase 1.15
~ep Stress Incr YES
.!Code UBC97/ANSI95
11.().(l
5-8-0
LOADING (psI)
TCLL . 25.0
TCDL 6.0
BeLL' 0.0
BCDL 7.0
CSI
TC 0.43
BC 0.28
WB 0.10
DEFL in (Joel Vdefl
~:1~\ ~:~ ~~ ~~~.
Horz(TL) 0.014. nl.
Is' LC LL Min Vden = 360
BRACING
TOP CHORD
BOT CHORD
PLATES
MII20
GRIP
185/148
Weight 33 Ib
IIIMBER .
. 'J ., CHORD 2X4 HF No,2 .
).Ji CHORD 2 X 4 HF No.2
. ~BS 2 X 4 HFSPF StudlSTD
Sheethed eMl+, .. , . : .... .
Rigid ceiling directly applledor 10-0-0 oc.bracing.
REACTIONS (lblslze) 2=50310-5-8, 4=5031D-5-8 .
. Max Horz2=.20lI0Bd case 3) . .
. Max Uplift2~70 load case 5). 4~70(load case 5)
. FORCES (lb). FlnltLoad Cose Only .
TOP CHORD 1-2=14.2-3=-451,3-4=-451.4-5=14
.' BOT CHORD 2-6=399,4-6=399
WEBS 3-6=74
NOTES
1) Unbalanced roofllve loads have. been considered for this design. . .
2) This lruB' has been designed for the wind loads generaled by eo mph wind. al25 It above ground level, using
6.0 psflop chord dead load and 7.0 psf bottom chord dead load. 100 ml from hurricane oceanllne. on an
occupancy category I. condiUon I enclosed building. of dimensions 45 It by 24 It wllh exposure 8 ASCE 7-93
per UBC97/ANSI95 If end verticals or cantilevers exlsl. they ere exposed to wind, If porches exisl, they ere
exposed 10 wind. The lumber DOL increase Is 1.33. end the plate grip Increese Is 1,33
3) this truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per
Table No. 16-8, UBC-97. .
4) Provide mechenical __... ._";jgn (by others) of truss to bearing plale capable of withstanding 70 Ib uplift at joint
2 and 70 Ib upllht JoInl 4.
, '
LOAD CASE(S) Slandard
lEXPIRAl10N DATE: 12/51/Q1o I
APR 1 6 2003
"_~v
A WARNING - VERIFY MSIGN PARAMmRS Idlll READ AU NoTES ON THIS AND 11lUSS DRAWING NOlES BEFORE USE.
Oe5IgnvcAdt:.lll.A8 ort(\lIlIh ~ekCClV'leClon. 1111 design Is toedorl'(upon pc:mmet8llshowr\ onclls fcWonltdvt:l..a DLIi<ftQ ~_. ..... ".. to betnslol9d md Iooded
vertkoIy. -'PPICObIItV otd.~n. pcra"Wlers end PfOI* r.ccwpcxo1lon of ~nlls I~ of bJIdha daJIQn9f. nal trua dBsIo'\er. Bro:::!ng &hewn bIer btwa
. supportorndW:tJof'<Ollebrnembertorlv. ,I.ddIuonal.. ,,",",. brocngton..eltoblltyci.mgoonstrucllonbthoresponslJlIIyDf1heereclor, Addllbu",. ", ~ ."
bractlg of the owrolIltr1.JCt\IO I:!. the mponslDlty Of 1M bUIaII'Ig dellg,* For generOl gJ~ regordlng bbrlcanor~ queAly c::onroL storage. deivery. etecIlon aid
bfodlg. eonsult QSI'.sa QudltyStandord.. DS&-89&ac:nQSpKIl'IcCl1lc:l\ and K&-91 Ha'lClng INstollng C';IIn(I Bract\g L.~__.._,..;.,_:'_]onCYCICJblt,tIOm Truss PioID lnsUlute.
583 O'Qnofrto DiY8. Madison. WI 5.1719. . .
~
theTRUSSco.
.ItmDIN"Q SUPPLY rNC.
SEP 01 2004 4:44PM
HP LASERJET 3200
F'.14
~o
IruSS
I russ I ype
KINGPOST
-my-~
1 1
Job Reference (o.etloniln
~.wu s r-eD ) "uu,) vn I eK nausmes, me. ~ur' I-\f>f 1... '11;,O:Atoq "",UU.J t"age 1
KIA-EL,.l
G2
,'--'.~e I russ vo., "umner YVF\ f ~ugene un.
'J
5-8-0
5-8-0
11~
6-11-0
. 4xS II
ScaIe-1:21.e
2
~
.~
.
~ Xl sxk
.ZJ ~D2B
nn
[In:
nn
nn
"-
~~
.""j:2.
TH02S
THD28
.
04x16 II
niD2B
niD28
5-8-0
5-8-0
Liale vnsem {^. t J; n:V-4t-U,U---I-"IOJ. l",:U-4-U,U-I-!oJ
11-~
6-11-0
LOADING (psl) SPACING 2-0-0
TCll 25.0 Plales Inaease 1.15
TCOl 8.0 Lumber Increase 1.15
BCLl 0.0 Ilep Stress Incr NO
BCDL 7.0 Coae UBC97/ANSI95
\'BER .
....u;CHORO 2 X4 HF 1650F 1.5E
BOT CHORD 2 X 10 OF SS
WEBS 2 X 4 HF NO.2
CSI
TC 0.71
BC 0.68
WB 0,58
DEFL In . (lac) Vden
Vert(LLl ~.1l6 . 4 >999
Vert(Tl ~.10: 4 >999
HorzlTL) . '0.02' 3 nla
1st LC LUJlln.Udefl = 360.
BRACING .
TOP CHORD
BOT CHORD
PLATES
MII20
GRIP
185/148
. Weight 66 Ib
Sheathed ot:l!dC- ' ....
Rigid ceIlIng dilllcUy applied or 10-0-0 ocbraclng.
l{EACTiciNS lib/size) 1=3114ID-5-l1,3=3114fO.5-ll
. Max Harz 1 ~ 1 S(load case 3)
FORCES lib) - Flist Load Case Only
lOP CHORD 1-2~3577, 2-3=-3517
DOT CHORD 1-4=3220, 3-4=3220
WEBS 2-4=2766
NOTES
II Unbalanced roof live loads have been considered for this design.. '.
2 ThIs truss has been designed forlhe wind loads generated by 80 mph winds at 25 II above ground level, using
8.0 psI top chord dead load and 7.0 pol bottom chord dead load, 100 mi from hurricane oceanline, on en
ocCupancy category I, condition I enclosed building, 01 dimensions 45 II by 24!l with exposure B ASCE 7-93
per UBC97/ANSI95If end verticals orcantllevers exist they are exposed to wind. If porches exlsllhey are .
exposed to wind. The lumber DOL Increase is 1.33, and the plete grip Increase Is 1.33 .. .
3) ThIs truss has been designed for. 10.0 psi botlllm chord live load nonconcurrent with. any other live loads per
Table No. 16-B; UBC-97. . . ...
"l Girder carries lie~n span(s): 28-M from 0-0-0 to 11-0-0 . .
5 Use USP THD28 (With 1&1 naUs Inlo Girder & NA9D nails Into Truss) or ~uIv.lent spaced al2-O-O DC max.
. ~~~ J:01,;f.() lrom the le!lend to ~ to connecttruSS(es) SAA,SA1A (1 ply 2X4 HF) to Iront face of. IEXPIAATION DATE: 12131/041
6)" Fat all nan holes where hanger Is In contact with lumber.
LOAD CASE(S) Standard APR 1 8 2003
1) Regular. Lumberlncre.se=1.15, Platelncrease=t.15 .
Uniform loads (plf) .
Vert: 1-3=-524.8, 1-2=-{j6.0, 2-3=-66.0
y
L.
JJ. WARNING - VEl!IFY OESIGN MRAMmRS AND REA!lAU NOTES ON THIS AND TRUSS DRAWING NOTES BEFORt; USE. ~
. De:dgn v~ fcrUft orf{wI1h MlTet~. . _ _ .'~ ~de:IIgn bbosed otfyupcnpcnmelersstloo.l.rr\ m'ldb kxmntvtwolbJlclrg __.,,-,,.,,_,,~ fa be hs1aIedondbxleld
verthallv.'Appl::abllyofdeslgnpa-anieten: cr.d PrOP<< _._~....~._._.. 01__....._.,..... "f85PCIl"lSIblly ofb.!ldlrodeslgner-not IMI~. Broehg't1O''''" Is lex Ioterol . .
lI.~oIlrdH1ci.o1webmembefSOI'1tf. ^~oI..,.,.._._.. btoc:hgtolnsure5toblllydlmgeonstrucllonls<<he~Dtyr:AIhe-Gfe<:IOt. hJtitlonaIpermcnenl
brodng cllhe owrcIlII\.JCM8 is 1he - .\~. .,. "", ot1tuJ buldIng ckIfIgner. for glnefOl OJdancQ (QQCI'dIng fabltollon. QlJOllIy control. rtoraoe. det.'erV. eredIon ttlCI theTRUSSco.
bnx:Ing. contJl'l QS1-a3 Quc1I1yStOl"lClOrd. 0S8-69 Brodng!pecl\cal:Ion and H&-91 HoneSt'() lnstolngcrldBtochg R... . _Tk:ln OY'olable fJOrn TIUSSPIalelnslnute.
W D'Ono(do onv.. Modbor\ WI 53710. . .IMIJ)~Q SUPPl.Y INC.