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Specifications r � Sherman Engineering, Inc. (503) 230-8876 Ph 3 15 I NE Sandy Blvd. Ste. 100, Portland, OK 97232 (503) 226-4745 Fax RECEIVED. SEI Job #: 15-M5AU-05-145 AUG & 2015 Doane Deck CITY OFTIGARD 1 798 SW Aspen Ridge Dr. BUILDING DIVISION Tigard, OR August 4, 20 15 G 1N For: ♦ w 186 Adrtans Quality Fencing and Decks 3 I I 5 SW 2 1 I th Ave. Pkri. y-71 Beaverton, OR ONF SN4 EXPIRES: 81301 • Subject: Sheet No. Plan: P I Details: D I -D3 Footings: ND 1 Lateral: DF I Framing: Joist DJ 1 Beam DB 1 11' ----- - Zxlo tfo4F4 K, [1 ' r] i ji l Zx FE A; 6Mc,4("r W/(z) /4 d s • .� (� p ,,�_ 010C,1 0(57- 2x10 Joists 16" O.C. 1,y-. .. 1 � 13 2x10 Ledger Board • Simpson SDS 1/4" x 3 1/2" ,N iI Tj 16" O.C. 1 2' 6' i 5' 24' 2 . to ` _ .� /3.-723 ,,,` k. I �r 9 �� S '., `f % ialgark:N 98.1° I +! I. �, i arisumilir- 123.7°j am/ 1`2■ \ Q 2 ' (' 711i111 betaee i.. i. 3' 8' - I ['Kg . — 4' l g 11111 ! 1�..- �..a Ilia_ l 'Ui 128.7° �. _..._. ..- K . ..._ . , ,,� ..__�,_ 1 \ — 4x6 P" 4x8 � I Post Beam 0 T:3° — conk. T^Th. PD,4AJE PEc� TNff, t7 cF Lo CATI014 g •3-/�' K - 6' 2' between edge of deck and beam SHE MAN ENGINEERING, INC 3/51 Af 5ANDY BLVD. 57E iro PORflA/OR 97232 (503)226-4745 FAX (503)230-6676 PHONE 4x4 POST W/ ABA44 BASE 0 0 Ill till—, 1711-,ll sill� Ili AI= ° ' ° d ° IlAfl t 11 t 11 111 ill sill i11� ° O d ° ° 65 ° e ° FIG PER PLAN ie �.= �. C01\C FOOT( \0 FND 56 SCALE: I" = 1'-0" 5HERHAN ENGINEERING, INC. 3/5/hE 5AAVr3LVD.57E /Oa P RTIAN OR 91232 (SD3)226-4745 FAX (&74)230-,8676 PHONE EXIST WALL SHTG b SIDING 1 0 DECK FASTENER INTO LEDGER 4 JST EACH BD FLASH BEHIND SIDING PT 2X LEDGER W/(2) I j I d ® I6" O.G. 6 5D52.5x4" WOOD SCREWS 0 48" O.6 NI/MIN. 2" EDGE DISTANCE 7—2x6 DECKING W/ 16d EACH BOARD TO LEDGER glit'►,. IIICltil i i 1I �r DEGK JST PER PLAN (IT-0" SPAN MAX) I W/ LU52 HNGRS TO LEDGER 2x STUD WALL 0 IS" O.G. 2x DIAG BRAG'G W/ I (2) 16c1 EA J5T 6 A35 TIE TO RIM J5T (OR TOP PL) . D=C‹ JOIST/AALL GOB.\-GT O\. • FIrS2A dck-10' SPAN SCALE: I" = I'-O" 51 1ERNIAN ENGINEERING, INC. 3/5/AE. AAPYBLVD.5TE. is ,PORTLFNL; OR 47232 (',5O'31 226-4745 FAX (5032 2306676 PHONE RAIL POST CONNECTION: P = 200Ibs, M = 200#(3b") = 1,200In-lbs PRE-FAB ALUMINIUM _ Ft = 1,200!3.15" = 1,920 lbs POST ® 4'-0" MAX_ V3/8" = 243 lbs/In(2) = 486 lbs EMBED, D = 1,120 / 486 = 3.15" LU526 HN6R EA JOIST BASE FL, Fb = 1,200/.111 In"3 = 1.22 ksi ADJACENT TO RAIL POST FLR SHT6 PER PLAN\ BASE PL 3/8"x4"x4" W/ \y (4) 3/8"x5" LAG BOLTS ;;�� AS SHOWN yy 5/8" /I v 2X FLR J5T5 PER PLAN/ 0 i+o'1 0 0 MIN 4x BLKG W/ A35 CLIP EACH END —____)J ) RAiL POST/FLOOR GO\\ FLR5TGUARDRAILI SCALE: I" = I'-0" -._1,-____iI 1,,1Li_____-[I,1 1r....-•..,-,._.4LIi;1i i,,.-_...±___iI i„L1I I„__4__I iI I 1 ..... --1-- ---1-i- , +1 2 1; 1 _174 I ! l [- i .±. _ _- 4-- -- l_ _ __ _ __ _ -— - ± ___ _ _ [ __ ___ ___4_. i ! -+ ---- ____ I .._ i______ .i T i i , • . , i i . 1 1 : 1 .-- --7-- - - ------ --r.---1----1----r-' -1---- ---;---- --t--4-----1----i-j--F--1---4-4 --+- _4 --4 I ii i ------1--- --/ -1:1, - - -------+--rnif4X .-14- t9-j'A)i i 1 26, I I ) t 1 i -----r-- -41 -4- -1- --t- - _ ____ • L. ; , 11 , Fr----ri -i -1 7 --1---"1-7-17-- r"--- ---t----- -- ----4. ;--- 7 '-r--.-7--7--"T”---t----r--..1----+--i -- ---E. - 7- r 7 . 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I 1 : -1.-1----i- 1---1 V - 1 ---1---t--1---1- --r- . I I - • 1 1 1 f 1 k__.' -I-- i - : --.• .--i-- 1--- I I-. 1 1 1 __ --1 - i --r—1- "1- 1 --• --r---; - 1 -1---. i 7. r- :-. -T _____ , , . _, __,____,_.-•r---,-----,---i---,--1-__4_____t__ 1 , _ - - ---f-- -h- ---i--.-4----1-- I ---1--...-±------T-----r--- ---1--; 1----- r- ____,-._ . „ ,___, , ..,,......_...,...... • _ ._._ ._i___ _ ____ _ .... ._.___._ _ ... _ _ .... -- 1 Iiiii • - 1 _ _, i , , i 1 --- _ _ -r - -- -1-- illill i i 1, ; , • 1-- -I-- ' ___ . ....... -1-----71---T-----1-1 - 1 --f--: r 1 1 i . 1 -r i ! 1 : 1r Ili mil - III ---1.--7-------i- • V SHERMAN ENGINEERING, INC. 3/5/ NE5andyBlvd. Ste. 100 Portland, OR 97232 JOB: Doane Deck DF I CLIENT: Adrian's Quality Fencing and Decks I 8/3/2015 JML DECK LEDGER Loading: DL psf LL psf Total psf 10 40 4J 50 Tributary: 4 lft 4 ft x f 501 psf = 200 plf 200 plf x { 33 ft = 26G # V IGd= 139 # USE: 266 = I .91 (2)11 6d NAILS @I G" 0.C. 139 Seismic: 5d, = 0.73 R = 6.5 V = 1 .RSdS W = 0. 135 W Load: 51psf x 14 x 45 = 3. I5 kips VW = O. 13 x 3. 1 5 = 0.42 lops Lag Bolts: V 1/4" SDS SCREW 340 # = 340 W 1/4" SDS SCREW: 340 # x 3" = 1020 V Governs: 0.42 / 0.34 = 1 .25 I .25 = (2)11/4" SDS SCREWS IUSE 2x LEDGER W/ (2) 16d NAILS @ 1G" O.C. AND (1) 1/4" 5D5 SCREWS 4' O.C. OTl BeamChek v2007 licensed to:SHERMAN ENGINEERING INC Reg#7992-66413 it),3"15 DOANE DECK Deck Joist DJ 1 Date: 8/03/15 Selection PT 2x 10 HF#2 @ 16 in oc Lu =0.0 Ft Lu @OH=0.0 Ft Conditions NDS 2001, Overhang, Repetitive Use, Incised Min Bearing Area R1=0.6 in2 R2= 1.0 in2 (1.5) DL Defl= 0.01 in. Data Beam Span 8.0 ft Reaction 1 LL 200# Reaction 2 LL 333# Beam Wt per ft 0# Reaction 1 TL 250# Reaction 2 TL 417# Bm Wt included 0# Maximum V 283# Overhang Length 2.0 ft Max Moment 469'# Max V(Reduced) 232# Total Beam Length 10.0 ft TL Max Defl L/240 TL Actual Defl L/>1000 OH TL Actual Defl L/<-1000 LL Max Defl L/360 LL Actual Defl L/>1000 OH LL Actual Defl L/<-1000 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl OH TL Defl OH LL Dell Actual 21.39 13.88 0.05 0.03 -0.04 -0.03 Critical 6.54 2.90 0.40 0.27 0.20 0.13 Status OK OK OK OK OK OK Ratio 31% 21% 12% 13% 19% 21% Fb(psi) Fv(psi) E(psi x mil) Fe l_(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 860 1.20 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 Kbe=0.0 Cl Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:53 Uniform TL: 67 =A (Uniform Ld on Backspan) Par Unif LL Par Unif TL Start End l 53 K=67 (OH) 0 2.0 Uniform Load A K 0 Q R1 =250 R2=417 BACKSPAN=8 FT OH =2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. • BeamChek v2007 licensed to:SHERMAN ENGINEERING INC Reg#7992-66413 v.3'l�J DOANE DECK Deck Beam DB1 Date:8/03/15 Selection 4x 8 HF#1 Lu =0.0 Ft Lu @OH=0.0 Ft Conditions NDS 2001,Overhang Min Bearing Area R1=3.2 in2 R2=5.8 in2 (1.5) DL Defl= 0.03 in. Data Beam Span 7.0 ft Reaction 1 LL 1029# Reaction 2 LL 1851 # Beam Wt per ft 6.17# Reaction 1 TL 1306# Reaction 2 TL 2350# Bm Wt Included 55# Maximum V 1538# Overhang Length 2.0 ft Max Moment 2098'# Max V(Reduced) 1292# Total Beam Length 9.0 ft TL Max Defl L/240 TL Actual Defl L/722 OH TL Actual Dell L/446 LL Max Defl L/360 LL Actual Defl L/>1000 OH LL Actual Defl L/622 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl OH TL Defl OH LL Defl Actual 30.66 25.38 0.12 0.08 -0.11 -0.08 Critical 19.86 12.92 0.35 0.23 0.20 0.13 Status OK OK OK OK OK OK Ratio 65% 51% 33% 36% 54% 58% Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) Values Reference Values 975 150 1.5 405 Adjusted Values_ 1268 150 1.5 405 . Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 • Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft j Loads Uniform LL:320 Uniform TL: 400 =A (Uniform Ld on Backspan) Par Unif LL Par Unif TL Start End 320 K=400 (OH) 0 2.0 Uniform Load A I K -- QQ- -- - _ R1 = 1306 R2=2350 BACKSPAN =7 FT OH =2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.