HomeMy WebLinkAbout2438 Adobe Dr - Special Inspections/Engineering - 10/13/2017Client: BLOEDORN Date 10/10/2017 Page 1 of 1
Project: Designer. BRIAN HASS
isDesignT1e Address: Job Name: 19353
Project #: 193W
J1-A SFPI-40L 11.875" - PASSED Level:
Ground Floor
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117/8'
1 SPF 2 SPF 3 SPF
16'4 7/8' ' 2 5/16"
11'5 7!8"
27'10 3/4"
Member information Reactions lb (Uplift)
Type. Joist
Application: Floor
Brg Live Dead Snow Wind Const
Spacing 19" o.c
Design Method: ASD
1 237 89 0 0 0
Moisture Condition: Dry
Building Code: IBC 2012
2 1095 411 0 0 0
Deflection LL: 480
Load Shanng: No
3• 435 163 0 0 0
Deflection TL. 360
Deck: 23132 APA Rated Sturd-
Importance. Normal
I-FloorOSB Nailed and
Glued
Temperature. Temp <= 100°F
Ceiling: Gypsum 1/2"
General Load
Bearings
Bearing Length Cap. React D/L lb Total Ld. Case Ld Comb.
Floor Live: 40 PSF
Dead: 15 PSF
1 - SPF 4 375" 305/6 88 / 339 427 L D+L
2-SPF 3 500" 651/6 412 / 1098 1509 LL D+L
3-SPF 4 375' 44% 163 / 457 620 _L D+L
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Neg Moment -2120 ft-lb 11'5 7/8" 3545 ft-lb 0 598 (600/) D+L LL •
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Pos Moment 2023 ft-lb 20'9 5/16" 3545 ft-lb 0.571 (57%) D+L _L
Shear 833 lb 1 V5 7/8" 1705 lb 0 488 (49%) D+L LL
LL Defl inch 0 187 (U1035) 19-11 13/16" 0.463 (U480) 0 460 (46%) L _L <
TL Defl inch 0 247 (U782) 20' 1/2" 0.537 (U360) 0 460 (46%) D+L _L
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Design Notes
1 Compression edge bracing required at 9'8' o.c. or less.
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wlnd 1.6 Const 125 Comments
1 Part Uniform 0-0-0 to 27-10-12 0-9-8 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Part Uniform 0-0-0 to 27-10-12 0-9-8 15 PSF 40 PSF OP 0 PSF ° 0 PSF
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Manufacturer Info
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Pacific Woodtech Co
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1850 Park Lane
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