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Plans u ( lo - 58' 9005 tOc P.4 ARMOUR UNSDERFER ENGINEERING, INC., P.S. 13456 SE 27th PI., Suite. 200 ■104r Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950 STRUCTURAL CALCULATIONS FOR: cIe arw° e® Clearwire Washington Square Tigard, OR Client: InterbrandDesgnFwum Interbrand Design Forum 7575 Paragon Road PR Dayton, OH 45459 001N4 s 4 , / ' E . By r OREQ , Brian Unsderfer SE, SECB �r X0° � EXPIRES: 06/30/10 AUE No. 10160 Date 3/9/10 I IBC Seismic I I See Seismic Output I Ss= 0.971 le = 1.0 hn = 12 FEET S1= 0.347 R= 4.0 Ct= 0.02 Site Class = D I v Seismic Use Group I ' ' • ' ' ' ' • " ' ; v Design Category D Fa = 1.11 Fv = 1.71 Sms = 1.079 Sm1 = 0.592 Conterminous 48 States 2005 ASCE 7 Standard Sds= 0.720 Zip Code = 97223 Sd1= 0.395 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values I See procedure IBC 1617.4 (Data are based on a 0.05 deg grid spacing ICs = 0.1801 Period Centroid Sa (sec) (g) T = 0.129 Seconds 0.2 0.944 (Ss) ICs max = 0.7651 1.0 0.340 (S1) Cs min = 0.032 Cat. A - D Period Maximum Sa (sec) (g) Cs min = Not Applicable Cat. E & F 0.2 0.971 (Ss) 1.0 0.347 (S1) ICs min = 0.0321 Period Minimum Sa ICs = 0.180 W I (sec) (g) 0.2 0.907 (Ss) 1.0 0.334 (51) I See procedure ASCE 9.6.1.3 Non Building Systems I Ap = 1 Z= 20 FEET Rp = 2.5 h = 20 FEET Ip = 1 Fp = 0.35 Wp Fp max = 1.15 Wp Fp min = 0.22 Wp IFp = 0.345 W 1 `~ Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Clearwire Washington Square .AV Address: Tigard, OR Date: 3/9/10 :111 No: W1 - Client: Interbrand Design Forum Job No.: 10160 LamLite Soffit Calculations Seismic Zones Appication is reviewed I Soffit Weight I Structure Above Length 8.5 FEET Max Width = 0.5 FEET Max 9 Per Lam Lite Mfr [STN Wt. per Arm = 12.5 LBS _.._.. _.._.._.._ No Panels = 6 Total Wt. = 75 LBS Conservative No 2x4 Su 4 I Elev. of Soffit Supp. = Ceiling Grid Sp 2 FEET 1 f i f LO i Ira ow p en (P / GridCross= 3.1 LBS, -- -- I - - ' -- -_ I -- 1 Evros P 3 - Rl • : \I. 4111V A I : I l i gis • & _. 1..v I . L et'r, 1 4-0, i - ua.cnren I - - : -- • ` • - i- 1.--- Ifr ---1 • t i \ i_` i . I I I I I I Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 — M Project: Clearwire Washington Square Pg. No: SiesSofl Address: Tigard, OR Date: 3/9/10 \ `au i Client: Interbrand Design Forum Job No.: 10160 , 15/16" Classic Hook Systems CeBote Evans ' Suspension Systems IL Classic Hook System Allowable Load LbsRln.R (kglm) Hanger Spacing Main Runner Metal ASTM C 635 Item I t..M•� :.:: ,ac. 7niurm.. .: .122^^m% 5' (1525mm) 6' (1830mm) The Classic Hook System features the 10-12 -15 10' 1.12• 15116• .015• Intermediate 6(8.9) 4 (6.0) ever - popular 15/16" (24mm) face (3050mm) (38mm) (24mm) (.38m, ) width that is widely used In interior _ 12.n • designs today. This system incorporates C12 -12 -15 12' 1 -12• 15116• .. 5• Intermediate 6 (8.9) 4 (6.0) hook -over cross tee end detail (3660mm) (38mm) (24mm) (. ) Duty 12.0 (17.9) designed to meet a variety of user needs and references. C12 -12.20 12• 1 -1 /2 15116• 020• Heavy Duty 8.9 (13.2) 5 6(8.3) P (3 ( (24mm) (51mm) 16.0 (2 3.8f Classic Hook System Allowable Load LbsA3n.Ft (kgArl) Hanger Spacing Cross T. Metal ASTM C 635 • Double web design for lasting Item I I ..,-x .:_. n, ∎.c. Tnicin.., 2• (610mm) 4' (1220mm) durability and strength. 042.12 -10 2' 1 -112• 15216• 010• - •32.5 (48. - (610mm) (38mm) (24mm) (25mm) • Cross tees feature hook -over end 01412 -10 4' r�ro viii m - - 9.1 (13.5) tab design for positive locking and (1220mm) (3;• (24mm) (25m) easy disassembly. 04412 -12 4' 1.1 --• 15116• .012• - - 10.6 (15.7) (1220mm) (3. . (24mm) (30mm) • Intermediate and heavy duty load bearing capabilities. 0+ 4' 12• 15/16 020• - - 17.3(257) g ca P (1220mm) 8mnt) (24mm) (.51mm) • Bayonet style couplings featured on •Weight limited by a sa ' .ty factor of 2. Try: Celotex 15/16" Classic Hook Sys -m Worst Case w 4 PSF Tile Wt Trib: 2 FEET ' Min W allowed 12 PLF at 4 Foot Spacing P add = 3.1 From Soffit Below Assume at CI M all = 24 LBS FT Using 4' o.c allowable Span M w tile = 16 LBS FT M P add = 3 LBS FT M applied = 19 LBS FT < 24 LBS FT Therefore OK 'Use: Celotex 15/16" Classic Hook System I L Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Clearwire Washington Square Pg. No: SiesSof2 Address: Tigard, OR Date: 3/9/10 - rte Client: Interbrand Design Forum Job No.: 10160 . . Seismic Detailing: Fp = 0.345396 x W Fp = 0.25 x W Fp of soffit = 3.1 LBS Combined Loading on Rod: T = 3.1 LBS V = 3.1 LBS 0.25 IN Diameter Rod used As = 0.049 INA2 ft = 63.7 PSI fv = 62.8 PSI Ft = 23760 PSI Fv = 14400 PSI Unity: 0.007042 « 1 Therefore OK Since Soffit can move indepenantly in all directions: Apply ASCE 13.5.1 Exception. (Therefore: No lateral ties are required. I Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 r --- .04. Clearwire Washington Square Pg. No: SiesSof3 Address: Tigard, OR Date: 3/9/10 ''s au r Client: Interbrand Design Forum Job No.: 10160 SEE SECTION A -A, 1/501 Projector FOR TTP e(XG 1 CGrr.. (E) 14000 BEAM1(E) SREATICNG al xAVac r _ Wt= 50 LBS Max f S -- - - - -- - - - - -- _- ^_ - - -� - Wt to Supp = 500 LBS iir1 R) WMJ GA ` WIRE RE EA DIREETICS: (4) TOTAL r': I �' I? PL 0/W x 3' 5 5' w (2) 315'4 5 4' LAG 5C EM5 Mt 1O 1 I PO PIPE A — A TRH 1 R IN CORR FOR RE I � l lxlllRE uER p��ry�t I/D POI fit u 7 unfit I To install the emartMAC on a surface using the A quick- release bracket. A 1. Cheek that the surface or structure used to �� support the cluck-release bracket can bear A A iiiia Lateral = 0.35 x W at least 10 Wines the weight of all installed - \� fixtures and equipment Lateral ASD = 0.25 x W 2 See Figure 4. Fasten the bracket securely to i the the the 5 5 ne mm surface using eight fasteners awe \ P max = 12.34 LBS that the bracket when fastened will hold at least 10 trines the weight of the smsrlldAC A B Ht from Roof = 8 FEET 3. Memo a e tety attachment point (a A A M = 98.68 LBS FT hardened steel eyebolt. for example) In the mourdmg surface. Ensure that the safety Figure 4: Quick- release bracket mounting points attachment point will told 10 times the weight of the smartMAC Srqd = 0.054825 INA3 4 Attach one end of an approved safety cable to the safety attachment point N the mounting surface The safety cable can be passed through the hole C in the center of the mounting bracket if desired Try: 2" STD Pipe �50.1 SCALE, 3/4 -a Sprov. = 0.53 INA3 > 0.054825 INA3 Therefore OK (Use: 2" STD Pipe I Warman i at 'I i m wile win l Top PL RAT itrwi'A1r WAGER M = 98.68 LBS FT u .., suT1O B -B Size = 6 IN SWARM D = 4.275 IN n O • I IM 1i ( 1 ) WO If I O al (y iECID ebvt T & C = 277.0 LBS No Conn. = 2 ' ' MUM I T & C/ Conn = 138.5 LBS Wt to Support = 500 LBS No Conn. = 4 e 0.!L'r s'rcY T Wt = 125 LBS . R W Oars fm wa r- raoe[ta rts4rttsc On J ►RATM of MP- uirAd w (5) 5I Tmax = 263.5 LBS I Arn w (5) )tt7fl. pm ZC10e (ntr Of • • tors.) �• louTW tdt wad EOM Try 3/8" Diam Lag x 3't emb. (� \won ICr T/1D M/11 IklTlklr Tcap = 756 LBS > 263.5 LBS Therefore OK IUse: 318" Diam Lag x 3" emb. I - --- - - - -.\ Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Clearwire Washington Square Pg. No: Iat3 \ ... v., Address: Tigard, OR Date: 3/9/10 -r. Client: Interbrand Design Forum Job No.: 10160 , [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing]