Loading...
Plans (4) I ST2oGc)-tQ423 2 1 (' '9 Lj 5 V Gabnl 3+ Parts List ITEM QTY PART NUMBER DESCRIPTION 1 1 BP-5X5-STD-30248 .375 ALUM PLATE NOTES: 1. PART TO BE FREE OF ALL BURRS AND SHARP EDGES. 2. THIS BASEPLATE TO BE USED WITH SAPA HEAVY COMMERCIAL POST (DIE NO. 30248). 5.00 R CEIVED 4.38 D. NOV 18 2019 3.43 ITY OF TIGARD 1.57 B ILDING DIVISION 0.63 (4X) n0.44 THRU ( R0.634X) B 1 ► 1 1 I I —©— —© 1.57 (6X) n0.38 THRU I I w n0.65 X 82° 2.50 © © r 3.43 © 411 r 5.00 © © r I I I I A DRAWN TIM C 7/3/2007 CHECKED SAPA PROFILES, INC. QA TITLE MFG APPROVED BASEPLATE, 5X5, STD, HVY COMM, DIE 30248 ° SIZE DWG NO REV B BP-5X5-STD-30248 1 SCALE I SHEET 1 OF 1 2 1 Page 16of48 > m vCTv �Se G'O� ' R D PROFte ' z 0 8r g R 44 rt �f Zr, '� 183•,6PJ� `/ <<QQ 0. - «o, oos2sss ' 4'E. 11. QE.,s• . , +arerss4° 1 OQ Q'oh 19, Ne'co oQj� °" �sI aNAL �'R R, GD���C. 1 RO bO l EXPIRES 10/13/19 EXPIRES= 6-30-21 1'-4" I 1'4" I 1'-4" 1.-4" I 1'-4" I 1'_4^ PRECISION RAIL 10735 SE FOSTER ROAD PORTLAND,OREGON 97266 I I I I I I 1 oDDD ODDD I I I I I I I �.-' co 2 2 2 � - a co 2 2 2 >-ooq >- - - V -G0 J- -- Q W F J<Y �A(O -_JUW �wcnF- LU dWQgU WWQQU UC7a UCDa 1:3 ><1-°"•-+. C --- CC w I' u— ^) 1- 222 ODDD U 0 2 2 2 U2 2 2 .. can222 z C E?>- b b QW(01- Jtt �0 J . J W =W u)LU r.rr Wu<__I0 dmQY W U o U UUQ a J a. ,�, ><f-0 >„ .. -0 —7:>< �I [ ]• , --- Q Q tA 0 . Ak ©. I I � Dm 0 Q I EQUALLY SPACED I EQUALLY SPACED I CABLE 4'-0"MAXIMUM CABLE 4'-0"MAXIMUM GLASS 5'-0"MAXIMUM GLASS 5'-0"MAXIMUM PICKET 6'-0"MAXIMUM PICKET 6'-0"MAXIMUM DATE: 7/27/15 ®PLAN VIEW- TYP DECK FRAMING SCALE: 1 1/2" = 1 r On DRAWN: sm JOB: SHEET Page 21 of 34 Page 22 of 11 >- z RAILING SYSTEM WITH POST 42"MAXIMUMo Fri HEIGHT. EXPOSURE B. 135 MPH MAXIMUM _...N___ 5 ! WIND. MAXIMUM 25'BLDG HEIGHT. RESIDENTIAL POST OR 30 PSF NOMINAL WIND PRESSURE. <<_<< 5X5 X 3/8"BASE PLATE (4)5/16"DIAMETER X 2" ., ,OSS GOA STEEDL SCREWSE 5 UM PLATED QPE_ S °2 Ai oe wq sy (4)5"LEDGERLOK FASTENER z 6 � o r 2 1- . � �1 ` It a0 O DECKING ` - _ _1/ j It ' PRECISION RAIL -o 0032353 �4. DOUG FIR 2X FRAMING 10735 SE FOSTER ROAD PORTLAND,OREGON 97266 �'+�� g4'C l5TER�9 .,�� �SIONAL E�� (4)SIMPSON A35 EXPIRES 10/13/21 ! DOUG FIR 6X6 BLOCKING WITHE. i" _ SECTION 1 (4) 16d EACH END 1 V-0" RAILING SYSTEM WITH POST 42"MAXIMUM HEIGHT. EXPOSURE B. 135 MPH MAXIMUM WIND. MAXIMUM 25'BLDG HEIGHT. RESIDENTIAL POST OR 30 PSF NOMINAL WIND PRESSURE. 5X5 X 3/8"BASE PLATE (4)5/16"DIAMETER X 2" 2 GRADE 5 CADMIUM PLATED W ,`cJCTIM, STEEL SCREWS . (4)5"LEDGERLOK FASTENER F- 0.1) PROF£s�,� L >- Z c;) �G'NFF 'oy II " ( 'A r DECKING 0 0 ig 183,6Pa WAIIIiDOUG FIR PERIMETER JOISTz, J`E ► ► 1 W of ch ,�• �mc� .' (4)SIMPSON A3 W Q SFR R. 'GD\e DOUG FIR 6X6 BLOCKING WITH J a. (4) 16d EACH END OSECTION EXPIRE& 6-30-2I 1 = 1 -0 Ce CW/)) 2 co D J RAILING SYSTEM WITH POST 42"MAXIMUM Q HEIGHT. EXPOSURE B. 135 MPH MAXIMUM WIND. MAXIMUM 25'BLDG HEIGHT. \—A---/ RESIDENTIAL POST OR 30 PSF NOMINAL WIND PRESSURE. 5X5 X 3/8"BASE PLATE (4)5/16"DIAMETER X 2" GRADE 5 CADMIUM PLATED STEEL SCREWS (4)5"LEDGERLOK FASTENER wiRi 11 y II 11 �1 DECKING � � DOUG FIR PERIMETER JOIST DATE: 7/27/15 (4)SIMPSON A35 ', SCALE: DRAWN: sm DOUG FIR 6X6 BLOCKING JOB: WITH (4) 16d EACH END OSECTION SHEET 1 = 1 —0 Page 21a of 34 la Page 23 of Ad >.- . vCTU gOSSsGil � z RDPROPt-/ o/75 q��w yeti 5ve,f V�`�N��G N4-<,�'0 it a j+"{ . -- 4' 183 6P ! <1<<KI tf 0032353( ,' ff F F,s, -O �o E6 �� a P °z ��s/ONAL EX4�� - < h 19 iii , ��•5 :PRO: R. G ,,..0 o EXPIRES I0/13/2t EXF1RES: 6-30-21 PRECISION RAIL 10735 SE FOSTER ROAD PORTLAND,OREGON 97266 RAILING SYSTEM W/ POST 42" MIN HEIGHT AND 5'–O" MAX C/L SPACING. R POST • EXPOSURE B. BO MPH MAX WIND. MAX 35' BLDG HEIGHT. 5X5 X 3/8" BASE PLATE (4X) 5/16"0 X 2" GRADE 5 CADMIUM PLATED STEEL SCREWS (4)3/8"x 2 7/8"Simpson C Strong-Bolt 2,6"edge e distance,min,5"min.slab W thickness -"-v- 11"— DECKING Z CO D 0 0 z2 J W Ce J Recommended Anchor J 0.. Anchor Name:Strong-Bolt®2-3/8"0 CS Strong-Bolt 2,hnom:2.875"(73mm) Code Report:ICC-ES ESR-3037 Ce W 2m D J Q DATE: 7/27/15 O)SECTION SCALE: 3„ = i'-0" DRAWN: sm JOB: SHEET Page 22 of 34 1 Page 24 of 48 4~ k. --„,„,„,,,,,,,,,, i 4,... ...., TYPICAL ISOMETRIC VIEW �`�7- Project Job no. James G. Pierson, Inc. Cables LoConsulting Structural Engineers al on D8Le 610 S .Alder,Suite 918 Portland,Oregon 97205 10/10/2018 Tel (503)226-1286 Fax (503)226-3130 Client Sheet no. Page 43 of 48 BASE PLATE ATTACHMENT -TERMINATION POST 5x3x3/8"Plate 3" Anchor Tension ;AT=A/13/4.375 in;AT=1920.000 lb 0 0 2 anchors per side ;Atbolt=AT/2=960.000 lb 4 .@ Shear due to 180 lbs in cables ;Vc=5*180 lbs=900.000 lbs A # 4 Shear due to fall protection ;Vt=200 lbs 4, 0 0 Try 3/8"diameter lag bolts and assume Hem Fir PT BASE PLATE ;Tallow=269 lb/in*1.6*3.82 in;, 6"long lag,3 25/32"embed 1.6 Cd wood factor ;Tallow= 1644.128 lb ;Vaoow=270 lbs*4*1.6; 4 lags total, 1.6 Cd wood factor ; ;Vallow=1728.000 lb Atbolt/Tallow=0.584 (Va+Vf)/Vanow=0.637 Use 3/8"diameter x 7"embedment lag screws(4 corners) Try 3/8"diameter lag bolts and assume Douglas Fir ;Tallow=305 lb/in*1.6*3.82 in;, 6"long lag,3 25/32"embed 1.6 Cd wood factor ;Tallow= 1864.160 lb ;Va1low=280 lbs*4*1.6; 4 lags total, 1.6 Cd wood factor ; ;Vailow=1792.000 lb Atbolt/Tallow=0.515 (Vc+Vt)/Vanow=0.614 Use 3/8"diameter x 7"embedment lag screws(4 corners) James G. Pierson, Inc. Project Cables John Consulting Structural Engineers Location Date 610 S.W.Alder,Suite 918 Portland,Oregon 97205 10/10/2018 Tel:(503)226-1286 Fax:(503)226-3130 Client Sheet no. Page 44 of 48 200 SERIES TOP RAIL 25878 TOR ea L 5— ALL VALUES REFER TO THE FOLLOWING UNITS : LENGTH = 1 INCHES ANGLE = 1 DEG FACE 1: NUMBER OF HOLES noh = 0 DENSITY rho 1 PERIMETER LENGTH P = 21.8300430950085 AREA A = 0.839214186843193 CENTER OF AREA = CENTER OF MASS (Cx,Cy) = (34.249999898726,-3.98150095300674) PRINCIPAL AXES THROUGH THE CENTER OF AREA (DIRECTIONS) u = (1.0) v = (0,1) SECOND MOMENTS OF AREA (ABOUT PRINCIPAL AXES) Icu = 0.249355106313525 Icy = 1.44208299061069 SECOND MOMENTS OF AREA (ABOUT COORDINATE SYSTEM AXES) Ix = 13.5528719858305 Iy = 985.892769222497 PRODUCT OF SECOND MOMENT OF AREA (ABOUT COORDINATE SYSTEM AXES) Ixy = 114.440623556893 MOMENTS OF INERTIA (ABOUT PRINCIPAL AXES) Jcu = 0.249355106313525 Jcv = 1.44208299061069 MOMENTS OF INERTIA (ABOUT COORDINATE Sts ILM AXES) Jx = 13.5528719858305 Jy = 985.892769222497 PRODUCT OF MOMENT OF INERTIA (ABOUT COORDINATE SYSTEM AXES) Jxy = 114.440623556893 SECTION MODUU ABOUT PRINCIPAL AXES _ Zcu = 0.207952954058004 Zcv = 0.824047155759991 DISTANCE FROM NEUTRAL AXIS u TO EXTREME FIBER Du = 1.19909384044611 DISTANCE FROM NEUTRAL AXIS v TO EXTREME FIBER Dv = 1.75000056796592 RADII OF GYRATION WITH RESPECT TO THE CENTER OF AREA Rcu = 0.545095660466914 4' Rcv = 1.31086726595216 ANGLE BETWEEN COORDINATE SYSTEM AND PRINCIPLE AXES phi = O 4 • 2111 SECTION PROPERTIES 1 .5 X .626 X .061 SQ TUBE 18520 Area = 0.247 in-2 Perimeter = 4.199 in Centroid,with respect to Sketch Origin(in) X = 0 Y = 0 Inertia with respect to Sketch Origin(in): Inertia Tensor(in"4) lxx = 0.016 Ixy = 0 lyx = 0 lyy = 0.067 Polar Moment of Inertia = 0.083 in-4 Area Moments of Inertia with respect to Principal Axes(in-4): Ix = 0.016 ly = 0.067 Polar Moment of Inertia = 0.083 in-4 Rotation Angle from projected Sketch Origin to Principal Axes(degrees): About z axis = 0 Radii of Gyration with respect to Principal Axes(in): R1 = 0.255 R2 = 0.522 I • r� w4/0 e 1 NO 11 SECTION PROPERTIES 200 SERIES TTL POCKET INFILL 13542 ALL VALUES REFER TO THE FOLLOWING UNITS : LENGTH = 1 INCHES ANGLE = 1 DEG FACE 1: NUMBER OF HOLES noh = 0 DENSITY rho = 1 PERIMETER LENGTH P = 11.2587646743856 AREA A = 0.341181568997096 CENTER OF AREA = CENTER OF MASS (Cx,Cy) _ (64.2500000000039,7.85014561499757) PRINCIPAL AXES THROUGH THE CENTER OF AREA (DIRECTIONS) u = (1,0) v = (0,1) SECOND MOMENTS OF AREA (ABOUT PRINCIPAL AXES) Icu = 0.027928021932406 Icy = 0.162240545171182 SECOND MOMENTS OF AREA (ABOUT COORDINATE SYSTEM AXES) Ix = 21.0531692587977 ly = 1408.58108121342 PRODUCT OF SECOND MOMENT OF AREA (ABOUT COORDINATE SYSTEM AXES) ixy = 172.082381107409 MOMENTS OF INERTIA (ABOUT PRINCIPAL AXES) Jcu = 0.027928021932406 Jcv = 0.162240545171182 MOMENTS OF INERTIA (ABOUT COORDINATE SYSTEM AXES) Jx = 21.0531692587977 Jy = 1408.58108121342 PRODUCT OF MOMENT OF INERTIA (ABOUT COORDINATE SYSTEM AXES) Jxy = 172.082381107409 SECTION MODULI ABOUT PRINCIPAL AXES Zcu = 0.0415388534922942 Zcv = 0.129533363654258 DISTANCE FROM NEUTRAL AXIS u TO EXTREME FIBER Du = 0.67233492464078 DISTANCE FROM NEUTRAL AXIS v TO EXTREME FIBER Dv = 1.25250005553954 RADII OF GYRATION WITH RESPECT TO THE CENTER OF AREA Rcu = 0.286106225173912 Rcv = 0.689583589080575 g, • ANGLE BETWEEN COORDINATE STS IJM AND PRINCIPLE AXES phi = O .4 10RD PIf) • • Ian SECTION PROPERTIES 200 SERIES FLAT INFILL 1 65 67 Area = 0.212 in-2 Perimeter = 6.171 in Centroid,with respect to Sketch Origin(in) X = —0.002 Y = 0.062 Inertia with respect to Sketch Origin(in): Inertia Tensor(in"4) lxx = 0.002 Ixy = —0 lyx = —0 lyy = 0.14 Polar Moment of Inertia = 0.142 in-4 Area Moments of Inertia with respect to Principal Axes(in"4): lx = 0.001 ly = 0.14 Polar Moment of Inertia = 0.141 in"4 Rotation Angle from projected Sketch Origin to Principal Axes(degrees): About z axis = —0.01 Radii of Gyration with respect to Principal Axes(in): R1 = 0.068 R2 = 0.813 I • •T ... . . . IP di ill SECTION PROPERTIES 200 SERIES RAIL CONNECTION BLOCK 20362 1;t11!Ilk ALL VALUES REFER TO THE FOLLOWING UNITS : LENGTH = 1 INCHES ANGLE = 1 DEG FACE 1: NUMBER OF HOLES noh = 0 DENSITY rho = 1 PERIMETER LENGTH P = 5.83357030945167 AREA A = 0.492669077517924 CENTER OF AREA = CENTER OF MASS PRINCIPAL854549,-4.24059403183032) ) AXES THROUGH BTHE ENTER OF AREA (DIRECTIONS) u = (0.999999775037328,-0.000670764707921189) v = (0.000670764707921189,0.999999775037328) SECOND MOMENTS OF AREA (ABOUT PRINCIPAL AXES) Icu = 0.0169318869651197 Icy = 0.0440209708151259 SECOND MOMENTS OF AREA (ABOUT COORDINATE SYSTEM AXES) Ix = 8.87642144723497 ly = 964.737495496318 PRODUCT OF SECOND MOMENT OF AREA (ABOUT COORDINATE SYSTEM AXES) Ixy = 92.448337542733 MOMENTS OF INERTIA (ABOUT PRINCIPAL AXES) Jcu = 0.0169318869651197 Jcv = 0.0440209708151259 MOMENTS OF INERTIA (ABOUT COORDINATE SYSTEM AXES) Jx = 8.87642144723497 Jy = 984.737495496318 PRODUCT OF MOMENT OF INERTIA (ABOUT COORDINATE SYSTEM AXES) Jxy = 92.448337542733 SECTION MODUU ABOUT PRINCIPAL AXES Zcu = 0.0470494584051218 Zcv = 0.0776725898297682 DISTANCE FROM NEUTRAL AXIS u TO EXTREME FIBER Du = 0.359874216177513 DISTANCE FROM NEUTRAL AXIS v TO EXTREME FIBER Dv = 0.566750393048626 RADII OF GYRATION WITH RESPECT TO THE CENTER OF AREA Rcu = 0.185385186410798I Rcv = 0.29891806051608 • ANGLE BETWEEN COORDINATE SYSTEM AND PRINCIPLE AXES i"' phi = —0.0384319896921306 41 I XII SECTION PROPERTIES TOP RAIL SPLICE 25877 ALL VALUES REFER TO THE FOLLOWING UNITS : LENGTH = 1 INCHES ANGLE = 1 DEG FACE 1: NUMBER OF HOLES noh = 0 DENSITY rho = 1 PERIMETER LENGTH P = 8.01986774370539 AREA A = 0.35495343150397 CENTER OF AREA = CENTER OF MASS (Cx,Cy) = (74.2500000000071,7.78991414945611) PRINCIPAL AXES THROUGH THE CENTER OF AREA (DIRECTIONS) u = (1,0) v = (0.1) SECOND MOMENTS OF AREA (ABOUT PRINCIPAL AXES) Icu = 0.0369426091703374 Icy = 0.182534005108261 SECOND MOMENTS OF AREA (ABOUT COORDINATE SYSTEM AXES) Ix = 21.576497376031 ly = 1957.06298647634 PRODUCT OF SECOND MOMENT OF AREA (ABOUT COORDINATE SYSTEM AXES) Ixy = 205.305464316475 MOMENTS OF INERTIA (ABOUT PRINCIPAL AXES) Jcu = 0.0369426091703374 Jcv = 0.182534005108261 MOMENTS OF INERTIA (ABOUT COORDINATE SYSTEM AXES) Jx = 21.576497376031 Jy = 1957.06298647634 PRODUCT OF MOMENT OF INERTIA (ABOUT COORDINATE SYSTEM AXES) Jxy = 205.305464316475 SECTION MODULI ABOUT PRINCIPAL AXES Zcu = 0.0793596121687647 Zcv = 0.149007347701932 DISTANCE FROM NEUTRAL AXIS u TO EXTREME FIBER Du = 0.465508942908843 DISTANCE FROM NEUTRAL AXIS v TO EXTREME FIBER Dv = 1.22500002800798 RADII OF GYRATION WITH RESPECT TO THE CENTER OF AREA Rcu = 0.322610199080666 Rcv = 0.717110698926506 ANGLE BETWEEN COORDINATE SYSTEM AND PRINCIPLE AXES +iMa)1,11 • SECTION PROPERTIES • 200 (HID) SERIES BOTTOM RAIL 33565 F ALL VALUES REFER TO THE FOLLOWING UNITS : LENGTH = 1 INCHES ANGLE = 1 DEG FACE 1: NUMBER OF HOLES noh = 0 DENSITY rho = 1 PERIMETER LENGTH P = 11.4472015265798 AREA A = 0.597880406581454 CENTER OF AREA = CENTER OF MASS (Cx,Cy) = (24.2499999927758,-4.25496508481869) PRINCIPAL AXES THROUGH THE CENTER OF AREA (DIRECTIONS) u = (1,0) v = (0,1) SECOND MOMENTS OF AREA (ABOUT PRINCIPAL AXES) Icu = 0.14292768017901 Icy = 0.197799982540076 SECOND MOMENTS OF AREA (ABOUT COORDINATE SYSTEM AXES) Ix = 10.9673897419505 h = 351.788846368364 PRODUCT OF SECOND MOMENT OF AREA (ABOUT COORDINATE SYSTEM AXES) Ixy = 61.6910361660611 MOMENTS OF INERTIA (ABOUT PRINCIPAL AXES) Jcu = 0.14292768017901 Jcv = 0.197799982540076 MOMENTS OF INERTIA (ABOUT COORDINATE SYSTEM AXES) Jx = 10.9673897419505 Jy = 351.788846368364 PRODUCT OF MOMENT OF INERTIA (ABOUT COORDINATE SYSTEM AXES) Jxy = 61.6910361660611 SECTION MODULI ABOUT PRINCIPAL AXES Zcu = 0.144717882551987 Zcv = 0.282571389409032 DISTANCE FROM NEUTRAL AXIS u TO EXTREME FIBER Du = 0.987629708634424 DISTANCE FROM NEUTRAL AXIS v TO EXTREME FIBER Dv = 0.700000035225623 RADII OF GYRATION WITH RESPECT TO THE CENTER OF AREA Rcu = 0.488934870363719 Rcv = 0.575182897002279 ANGLE BETWEEN COORDINATE SYSTEM AND PRINCIPLE AXES phi = 0 F• SECTION PROPERTIES