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Report (11) ST01-0«- 625 / • Fs-- UP-At si s Sherman Engineering, Inc. (503) 230-8876 Ph 3151 NE Sandy Blvd. Ste. 100, Portland, OR 97232 (503) 22G-4745 Fax RECEIVED SEI Job #: I G-MSMA-05-224 MAR 10 2016 CITY OF TIGARD Mayhugh Deck BUILDING DIVISION 13485 SW Genesis Loop Tigard, OR 97223 =;gip March, . 0 20I 6 l `'/.< i3 s { ( For: I c _ - Creative Fences and Decks <. !,3 f j^ 23300 SW Stafford hill Dr. 'jar, West Lni, OR 97068 err EXPIRES: 5;30/ Subject: Subject: Sheet No. Plar: S I Foctings: FND I Deck Lateral: DF I -DF2 Framing: Beam DBI -D52 Joist DJ I -DJ2 SHERMAN ENG/NEER/NG, INC. 3/5/ N5 Sandy.5/vd. Ste. l 00 Portland. OR.97232 JOB: MA`(II•C Lover Deck DF I CLIENT: Creative Fences and Decks 3/9/201 6 JML SCK LEDGER Loading: DL psf LL psf Tota! psf IC 40 50 Tributary: 5 ft 5 ft x 50 psi = 250 plf 250 ph' x 1 .33 ft = 332.5 # V 16d= 139 # USE: 332.5 = 2.39 (3) 16d NAILS @ 16" O.C. I 39 Seismic: 5�5 = 0.73 R = G.5 V = i .255 W = 0. 135 W R Load: 5 psf x 14 x 14 = 0.95 kips VW = 0. 13 x 0.98 = 0. 13 kips Lag Bolts: V i/4" SDS SCREW 340 # = 340 W 1/4" 505 SCREW: 340 # x 3" _ I 020 V Governs: 0. 13 0.34 = 0.39 0.39 = (I) 1/4" SDS SCREWS USE 2x LEDGER W/ (3) 16d NAILS @ 16" O.C. AND (I) 1/4" SDS SCREWS 4' O.C. 5f1ERMAN ENGINFER/NG, INC. 3/5/ N5 Sandy Blvd. Ste. /00 Portland. OR 97232 JOB:MAY/IL P. Upper Deck DF2 CLIENT: Creative Fences and Decks 3/9/20! 6 JML DECK LEDGER Loading: DL psf LL psf Total psf I0 40 50 Tributary: 5 ft 5 ft x 50 psf = 250 plf 250 plf x I .33 ft = 332.5 # V 16d= 139 # USE: 332.5 = 2.39 (3) 16d NAILS @ 16" O.C. ' 39 Seismic: SQS = 0.73 R = 6.5 V = 25,5 W = 0. 135 W R Load: 5 psf x 14 x 14 = 0.98 kips VW = 0. 13 x 0.98 = 0. 13 kps Lag Bolts: V I/4" SDS SCREW 340 # = 340 W I/4" 5D5 SCREW: 340 # x 3" = 1020 V Governs: 0. 13 / 0.34 = 0.39 0.39 = (i) 1/4" SDS SCREWS USE 2x LEDGER W/ (3) 16d NAILS @ 16" O.C. AND (I) 1/4" SDS SCREWS 4' O.C. 1 ‘-',71%, I BeamChek v2007 licensed to:SHERMAN ENGINEERING INC Reg#7992-66413 — J_/_� Res. Deck Deck Beam DB1 Date: 3/07/16 Selection PT 6x 10 HF#2 Lu=0.0 Ft Conditions NDS 2005, Incised Min Bearing Area R1=3.2 in2 R2=3.2 in2 (1.5) DL Defl= 0.05 in Data Bean Span 10.0 ft Reaction 1 LL 1000# Reaction 2 LL 1000# Bean Wt per ft 12.7# Reaction 1 TL 1313# Reaction 2 TL 1313# Bm Wt Included 127# Maximum V 1313# Max Moment 3284'# Max V(Reduced) 1106# TL Max Defl L/240 TL Actual Defl L/746 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl Actual 1 82.73 52.25 0.16 0.11 Critical 1 72.97 14.81 0.50 0.33 Status 1 OK OK OK OK Ratio i 88% 28% 32% 33% Fb (psi) Fv(psi) E (psi x mil) Fc (psi) Values I Reference Values 675 140 1.1 405 Adjusted Values 540 112 1.0 405 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:200 Uniform TL: 250 =A Uniform Load A 0 R1 = 1313 R2= 1313 SPAN= 10 FT Uniform and partial uniform loads are lbs per lineal ft. ---' _�` `BearrChek v2007licensed to:SHERMAN ENGINEERING INC Reg# 7992-66413 �_ MAY f-f-ti 4 Res. Deck Upper Deck Beam —� -- � _________.__ DB2 Date: 3/09/16 Selection PT 6x 10 HF#2 Lu =0.0 Ft Conditions NDS 2005, Incised Min Bearing Area R1=3.2 in2 R2=3.2 in2 (1.5) DL Defl= 0.05 in Data I Beam Span 10.0 ft Reaction 1 LL 1000# Reaction 2 LL 1000# Beam Wt per ft 12.7# Reaction 1 TL 1313# Reaction 2 TL 1313# Bm'Nt Included 127# Maximum V 1313# Max Moment 3284'# Max V(Reduced) 1106# TL Max Defl L/240 TL Actual Defl L/746 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl Actual 82.73 52.25 0.16 0.11 Critical 72.97 14.81 0.50 0.33 Status OK OK OK OK Ratio 88% 28% 32% 33% Fb(psi) Fv(psi) E (psi x mil) Fc_l_.(psi) Values ; Reference Values 675 140 1.1 405 Adjusted Values 540 112 1.0 405 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 ' Ch Shear Stress N/A Ci Inzised 0.80 0.80 0.95 1.00 i CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:200 Uniform TL: 250 =A Uniform Load A R1 = 1313 R2=1313 SPAN= 10 FT Uniform and partial uniform loads are lbs per lineal ft. 7 } __ _^BeamChek v2007 licensed to:SHERMAN ENGINEERING INC Reg 41 # 7992-663 - • MAYkCdF` Res. Deck Deck Joist — -- - — — _-- — - -- DJ 1 Date: 3/07/16 Selection 1 PT 2x 10 HF#2 @ 16 in oc Lu=0.O Ft Conditions NDS 2005, Repetitive Use, Incised Min Bearing Area R1=0.8 in2 R2=0.8 in2 (1.5) DL Defl= 0.04 in Data ': Beam Span 10.0 ft Reaction 1 LL 267# Reaction 2 LL 267# Beam Wt per ft 0# Reaction 1 TL 333# Reaction 2 TL 333# Bm Wt Included 0# Maximum V 333# Max Moment 833'# Max V(Reduced) 282# TL Max Defl L/240 TL Actual Defl L/890 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl Actual 21.39 13.88 0.13 0.10 Critical � 11.62 3.52 0.50 0.33 Status OK OK OK OK Ratio i 54% 25% 27% 29% Fb(psi) Fv(psi) E (psi x mil) Fc (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 860 120 1.2 405 Adjustments ! CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft j Loads Uniform LL:53 Uniform TL: 67 =A 1 Uniform Load A 1 R1 =333 R2 -333 SPAN= LOFT Uniform and partial uniform loads are lbs per lineal ft. i r, ,9-' BeamChek v2007 licensed to:SHE—RMA-N-ENGINEERING INC Reg# 7992-66413 — --- - MAYI-11,0i-t Res. Deck Deck Joist DJ2 Date: 3/09/16 Selection PT 2x 10 HF#2 @ 16 in oc Lu=0.O Ft Conditions NDS 2005, Repetitive Use, Incised Min Bearing Area R1=0.8 in2 R2=0.8 in2 (1.5) DL Defl= 0.04 in Data Beam Span 10.0 ft Reaction 1 LL 267# Reaction 2 LL 267# j Beam Wt per ft 0# Reaction 1 TL 333# Reaction 2 TL 333# Bm Wt Included 0# Maximum V 333# I Max Moment 833'# Max V(Reduced) 282# TL Max Defl L/240 TL Actual Defl L/890 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl Actual 21.39 13.88 0.13 0.10 Critical 11.62 3.52 0.50 0.33 Status OK OK OK OK Ratio 54% 25% 27% 29% Fb(psi) Fv(psi) E(psi x mil) Fc_i_(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 860 120 1.2 405 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:53 Uniform TL: 67 =A Uniform Load A . Z\ 0 i R1 =333 R2=333 SPAN= 10 FT Uniform and partial uniform loads are lbs per lineal ft.