Plans (165) OFFICE COPY
CITY OF TIGARI3
REVIEWED FOR ODE COMPLIANCE
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Permit#: OVIST D-Di D - Ob -411
Address: 1.4 tkiLo
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fl R T E 30S SUMMARY REPORT
Silva.4te
01:Level
Member Name Results Current Solution Comments
Patio Door Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2
5Window Passed 1 Piece(s)4 x 6 Douglas Fir-Larch No.2
Forte Software Operator Job Notes 11/1/2018 3:53:18 PM
Mike Peck Forte v54,Design Engine:V7.1.1.3
Parr Lumber Sfiva.4te
(360)759-1829
mkepec@parr com
Page 1 of 3
�j C MEMBER REPORT Level,Patio Door PASSED
• 1 piece(s) 4 x 8 Douglas Fir-Larch No. 2
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDP Load:Combination(Pattern)"°i f' System:Roof
Member Reaction(lbs) 1659 @ 0 1 8 6563(3.00") Passed(25%) — 1.0 D+1.0 S(All Spans) Member Type:Drop Beam
Shear(lbs) 1223 @ 0 10 4 3502 Passed(35%) 1.15 1.0 D+1.0 5(All Spans) Building Use:Residential
Moment(Ft-lbs) 2492 @ 3 3 0 3438 Passed(72%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015
Live Load Deft.(in) 0.058 @ 3 3 0 0.313 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.099 @ 3 3 0 0.417 Passed(L/761) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12
•Deflection criteria:LL(L/240)and TL(1/180).
•Top Edge Bracing(Lu):Top compression edge must be braced at 6 6 0 o/c unless detailed otherwise.
•Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6 6 0 o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Loads to Supports(lbs)
Supports Total Available Required Dead Snow Total Accessories
1-Trimmer-DF 3.00" 3.00" 1.50" 684 975 1659 None
2-Trimmer-DF 3.00" 3.00" 1.50" 684 975 1659 None
Tributary. Dead Snow
Loads Location(Side) Width (0.90) (1.15) Comments
0-Self Weight(PLF) 000 to 660 N/A 6.4
1-Uniform(PSF) 000to660 1200 17.0 25.0 Roof
(Front)
Member Notes
This structural member has been sized for the loads described herein. These loads may or may not be adequate for the particular project. An Architect or Engineer must verify all loads.
Weyerhaeuser Notes SUSTAINABLE FORESTRY INMATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 111
Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to drcumvent the need for a design
professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is
compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Forte Software Operator Job Notes 11/1/2018 3:53:18 PM
Mike Pack Forte v5.4,Design Engine:V7.1.1.3
I Parr Lumber
Silva.4te
(360)759-1829
mlkepec@parr.com Page 2 of 3
rdIFORIE MEMBER REPORT Level, 5'Window PASSED
1 pieces)4 x 6 Douglas Fir-Larch No. 2
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof
Member Reaction(lbs) 244 @ 0 18 6563(3.00") Passed(4%) — 1.0 D+1.0 S(All Spans) Member Type:Drop Beam
Shear(lbs) 181 @ 0 8 8 2657 Passed(7%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
Moment(Ft-lbs) 306 @ 2 9 0 1979 Passed(15%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015
Live Load Defl.(in) 0.011 @ 2 9 0 0.262 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.020 @ 2 9 0. 0.350 Passed(L/999+) — 1.0 D+1.0 S(All Spans) Member Pitch:0/12
•Deflection criteria:LL(1/240)and TL(L/180).
•Top Edge Bracing(Lu):Top compression edge must be braced at 5 6 0 o/c unless detailed otherwise.
•Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 5 6 0 o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Loads to Supports(lbs)
Supports Total Available Required Dead Snow Total Accessories
1-Trimmer-DF 3.00" 3.00" 1.50" 107 138 245 None
2-Trimmer-DF 3.00" 3.00" 1.50" 107 138 245 None
Tributary Dead Snow
Loads Location(Side) Width (0.90) (1.15) Comments
0-Self Weight(PLF) 0 0 0 to 5 6 0 N/A 4.9
1-Uniform(PSF) 000to560 200 17.0 25.0 Roof
(Front)
Member Notes
This structural member has been sized for the loads described herein. These loads may or may not be adequate for the particular project. An Architect or Engineer must verify all loads.
Weyerhaeuser NotesSUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is
compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Forte Software Operator Job Notes 11/1/2018 3:53:18 PM
Mike Peck _ Forte v5.4,Design Engine:V7.1.1.3
Parr Lumber Silva.4te
(360)759-1829
mikepec@parr.com
Page 3 of 3
BUILDING PLANNING
R308.3.1 Impact test. Where required by other sections R308.4 Hazardous locations.The locations specified in Sec-
of the code, glazing shall be tested in accordance with tions R308.4.1 through R308.4.7 shall be considered to be
CPSC 16 CFR 1201. Glazing shall comply with the test specific hazardous locations for the purposes of glazing.
criteria for Category H unless otherwise indicated in Table R308.4.1 Glazing in doors. Glazing in fixed and opera-
R308.3.1(1). ble panels of swinging, sliding and bifold doors shall be
Exception: Glazing not in doors or enclosures for hot considered to be a hazardous location.
tubs, whirlpools, saunas, steam rooms, bathtubs and Exceptions:
showers shall be permitted to be tested in accordance
with ANSI Z97.1. Glazing shall comply with the test 1. Glazed openings of a size through which a 3-
criteria for Class A unless indicated in Table inch-diameter(76 mm)sphere is unable to pass.
R308.3.1(2). 2. Decorative glazing.
WALL
15"IN jr
/WALL
0
f
21"IN 'I
�i CLEARANCE
21'IN
CLEARANCE 24 IN. CLEARANCE IN
FRONT OF OPENING
SHOWER
WATER CLOSET
OR BIDET
WALL WALL
15 IN. 1.11 15IN. 141
11
21 IN. 21 IN.
CLEARANCE• CLEARANCE
WALL
TUB
WATER CLOSETS WALL
For SI: 1 inch=25.4 mm.
FIGURE R307.1
MINIMUM FIXTURE CLEARANCES
(See the Plumbing Code for shower clearances)
2017 OREGON RESIDENTIAL SPECIALTY CODE 67