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Plans (4) STRUCTURAL CALCULATIONS EXISTING CRANE ATTACHMENTS 6955 SW SANDBURG RD. TIGARD, OR RECEIVED SEP 262019 CITY OF TIGARD BUILDING DIVISION �(�,D PROp I *ciINE4 �0 54,-ii OREGON (' SPECIAL ISD aPE. ON REQUIR ,0 2po 09, c� State of Oregon Struciural Specialty C• c z R y D- \tk 09/24/19 • E3 Concrete and Reinforcing Steel EXPIRES: 06/30/2020 Bolts Installed in Concrete ❑ Special Moment-13wlsting Concrete Frame ❑ Reinforcing Steel&Prestressing Steel Tendons 0 FF C E.Co P V ❑ Structural Welding CITY OF TIGARD -----1:1] High-Strenght Bolting REVIEWED FOR CODE COMPLIANCE ❑ Structural t':Qnry Approved: �[\J ] OTC: I ] ❑ Reinforc 2+: > ' Um Concrete Permit#: Z IG-Cir-) a_`7 y ❑ Insulating Concrete Fill ❑ Spray Applie,. I a Resistive Materials Address: 49 .c`_s,, _S-aSuite#: ^(-11b td rJ El Pilings,Drilitni Piers and Caissons By: } Date: ❑ Shotcrete ❑ Special Grading,Excavation and Filing • ❑ Smoke-Control Systems Eq "PROCT_I NFw RE NIENCE PROJECT#:072-011 _ C-ed, 712 JOB ADDRESS: SANDBURG RD., TIGARD,OR CLIENT: PAPE 6107 SW MURRAY BLVD. SUITE 147 BEAVERTON, OREGON 97008 DATE: 09/20/19 PAGE: 1 TEL: 503) 746-8812 FAX: 503) 639-9592 www.emeriodesign.com GNB 5`c, e, 3 k 5133 (S ., a-/ via...J.—lit .... -4-4 fo*00.4k .5v33 ot /mop: t` - 7-71-t5 Is cin-ss— Cc65'6 V 4 7- e Thp- - h Wit- cA-5g- t40-=--- - v5 - FS 2 .- eA clt',S IMIERED PROJECT:---PWrnq-,,t,C PROJECT#:c2'7,2,_Br( . 1,�i(%"jr JOB ADDRESS: �q 5� �0 51-, ,/ CLIENT: pat,� 6445 SW FALLBROOK PL SUITE 100 BEAVERTON, OREGON 97006 DATE: q/ O1 Q PAGE: Z1 [I TEL ((5033 746-8812 / FAX: 503 639-9592 www.emeriodesign.com I ry IA I (L{) ZU 71�� j- n 15q 0 * V --:- a 11 (z) --;-2-7-7-2--- / it :_, .53_6,%0 cri ° 01q56-- 0--- (e-t) -.1Z0 y- ty ' ,T-e-i- ''fc (. ) 1 c--IF 0 cr--- 1-- X1-6 4z) w(511-5-r- C u,4(ww 2- 23 3 2-2 V 2 2-, / = 4.c # ( am`,-- 5(4, z25 , t ,. 4 X56 I-'1C1% jlEUc PROJECT: j741; C f2A4g� PROJECT#:D 12_cm,' 01)!„�i iii ii JOB ADDRESS: �1�,� fy SA �vf�A �,�ti CLIENT: Fare_ 6445 SW FALLBROOK PL. SUITE 100 BEAVERTON, OREGON 97008 DATE: 7h, /'9 PAGE: (t( TEL• 503 745-8812 FAX: (503 639-9592 www.emeriodesign.com Simpson Strong-Ties Anchoring and Fastening Systems for Concrete and Masonry ." , U, SIMPSON Titen HD® Heavy Doty ScrewAnchorlorCrackedandUncrackedConcrete e Tension Loads in Normal-Weight Concrete �A /. Size Drill Embed. Critical Critical Tension Load in. Bit Depth Edge ; Spacing f',x'2000 psi f'c>_3000 psi re>_4000 psi T_ (mm) Dia. ( in. Dista Dista (13.8 MPa)Concrete (20.7 MPa)Concrete (27.6 MPa)Concrete in. (mm) in. in. Ultimate Std.Dev. Allowable Allowable Ultimate Std.Dev. Allowable _ (mm) (mm) lbs.(kN) lbs.(kN) lbs.(kN) lbs.(kN) lbs.(kN) lbs.(kN) lbs.(kN) 2% 4,297 _ 1,075 1,315 6,204 _ 1,550 3/6 3/3 (70) 3 6 (19.1) (4.8) (5.8) (27.6) (6.9) {9.5) 3% (76) (152) 7,087 347 1,770 2,115 9,820 1,434 2,455 (95) (31.5) (1.5) (7.9) (9.4) (43.7) (6.4) (10.9) 2% -.4,5102; 1,155 1,400 6,580 1,645 (70) `.(20.51: '' `; (5.1) (6.2) (29.3) (7.3) �3%` 4 8 1/2 y/27,413 - `412 - ' 1,855 2,270 10,742 600 2,685 (12.7) (92) (102) (203) (33,0) (1.8) (8.3) (10.1) (47.8) (2.7) (11.9) 59/4 10,278 297 2,570 3,240 15,640 2,341 3,910 (146) (45.7) (1.3) (11.4) (14.4) _ (69.6) (10.4) (17.4) 2% 4,610 _ 1,155 1,400 6,580 _ 1,645 (70) (20.5) (5.1) (6.2) (29.3) (7.3) % s 4% 5 10 8,742 615 2,185 2,630 12,286 1,604 3,070 (15.9) /3 (105) (127) (254) (38.9) (2.7) (9.7) (11.7) (54.7) (7.1) (13.7) 5% 12,953 1,764 3,240 3,955 18,680 _ 4,670 (146) (57.6) (7.8) (14.4) (17.6) (83.1) (20.8) 2% 4,674 _ 1,170 1,405 6,580 f 1,645 (70) (20.8) (5.2) (6.3) (29.3) (7.3) 3/4 3/4 4% 6 12 10,340 1,096 2,585 3,470 17,426 1,591 4,355 I (19.1) (117) (152) (305) (46.0) (4.9) (11.5) (15.4) (77.5) (7.1) (19.4) J 5% 13,765 1,016 3,440 4,055 18,680 1,743 4,670 (146) I (61.2) (4.5) y (15.3) (18.0) (83.1) (7.8) (20.8) See Notes Below *See page 13 for an explanation of the load table icons �y+ Rf t » 4 r.,-* a Shear Loads in Normal-Weight Concrete < Size Drill Embed. Critical Critical Shear Load I k cl in. Bit Depth Edge Spacing Pc z 2000 psi f'c z 3000 psi f'c z 4000 psi e - d (mm) Dia. in. Dist. , Dist. (13,8 MPa)Concrete (20.7 MVMPa)Concrete (27.6 MPa)Concrete i y in. (mm) in, in. Ultimate Std.Dev. Allowable Allowable Ultimate 1 Std.Dev. Allowable I il (mm) (mm) lbs.(kN) lbs.(kN) lbs.(kN) lbs.(kN) I lbs.(kN) , lbs.(kN) lbs.(kN) 8 2% 6,353 _ 1,585 1,665 _ - 1,740 H 3/8 3/3 (70) 4' 6 (28.3) (7.1) (7.4) (7.7) (9.5) 3% (114) (152) 6,377 1,006 1,595 1,670 1,740 S (95) (28.4) (4.5) (7.1) (7.4) - (7.7) 2% 6,435 1,605 2,050 9,987 2,495,, a (70) (28.6) (7.1) (9.1) (44.4) (7.8) -, �'i` '12 3% 6 8 9,324 I 1,285 2,330 2,795 13,027 597 3,255 . 127) (92) (152) (203) (41.5) I (5.7) (10.4) (12.4) (57.9) (2.7) (14.5) N5 + 11,319 1,245 2,830 3,045 3,255 Z , (50.3) (5.5) (12.6) (13.5) . - - (14,5) 2% 7,745 _ 1,940 2,220 9,987 ' _ 2,495 (70) (34.5) (8.6) (9.9) (44.4) (11.1) w % % 4% 7' 10 8,706 1,830 2,175 3,415 18,607 1,650 4,650 (15.9) (1 05) (1 91) (254) (38.7) (8.1) (9.7) (15.2) (82.8) (7.3) (20.7) 5% 12,498 2,227 3,125 3,8904,650 (146) 1 (55.6) (9.9) (13.9) (17.3) - - (20.7) 2% 7,832 1,960 2,415 - 11,460 [ 2,865 (70) (34.8) (8.7) (10.7) (51.0) I (12.7) % 3 4%e 9 12 11,222 2,900 2,805 4,490 24,680 2,368 6,170 (19.1) /4 (117) (229) (305) (49.9) (12.9) (12.5) (20,0) (109.8) (10.5) (27.4) ___ 5% 19,793 3,547 4,950 ' 5,560 24,680 795 6,170 (146) (88.0) (15.8) , (22.0) (24.7) (109.8) (3.5) (27.4) 1.The allowable loads listed are based on a safety factor of 4.0. 3.The minimum concrete thickness is 11/2 times the embedment depth. 2.Refer to allowable load-adjustment factors for spacing and edge 4.Tension and Shear loads for the Titen HD anchor may be combined using the elliptical distance on pages 119-120. interaction equation(n=5/,).Allowable load may be interpolated for concrete ,t r compressive strengths between 2000 psi and 4000 psi. `� t\ 115