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Plans 1 • it,. r 1 T a T 3 T 4 !3 1 ' 5 T 6 Existing Sign Existing Sign Existing Sign Existing Sign 54.7 sf ' 57.7 sf 54.23 sf ,/— 17.45 sf . GI / ■ _, / I r e ■ ) / c n, ■ - Existing a i % I / Sign 48 sf Existing Sign Existing Sign / Existing Sign / 58.3 sf j 64.9 sf I i, I IIiiII / u / I 64 sf i onITAI INISI n' J mu� u l i NIME mwmnn on iuou� • • • = j � � � u � '�011lll�[o vll►eJ1.l1f, I[0 �e .#.� v ' - °�m� 1111111 YAMAHA / / ■ 11■ _ Iu .� - ■11�� ■ �' ■a , ,;.M �: — M, ■: O be I nd / / g s g '''''""' .....".......''.....'..".'" 7 .7 III"BuLi.. -- L � H 1(�i i0 llll]:J °�1 0 1�! ' y Y A '''_ ET > 111 I .IIII I - ' 111111111 I II. MI _ . _ _ t . I Ag1.111111111.1.1 I • 1 11 111111111111 ' MIN liallk I I 1 III 1111 T 1, 62' 80' -4" W 207' -0" U) Q r ,-� •I' ce-iN s d CO N 1Y NORTHEAST ELEVATION - EXISTING .. . GAR® i- ° ao �� EXISTING SIGNAGE: 419.28 S. U W m uj 332 " - 1'0" �'oN a............( (j Conditionally Appro ....... d ..................................... Q For only the . k as desc ... . . . . in: W U 0 PERMIT NO 1 .00 .:.4041 W See Letter to: ow .. ( ) EL /Aoll�ttach . . . . .. . .......... = �Ivt3 t do F''G : , ,ate ! a �S z CL CO 3 -- Propos-. Proposed Prop... Proposed —J rtTc Co p posed Proposed Proposed G New S E New Si •n New *Elf r1L e A , New Sign New Sign New Sign E� 1C i 18' 3 0' 18' , 12' 12' , 12' u , 1 I Z o it II[— �I II I�1111111111111111111111111111111C ET T7 /11IIIII _11111111 71i1ia IIIIIIIIIIIII�IIIIIIIIIIIIII��ui� ..,, � � ^.` � � YAMAHA ! NENTO MO ORC CLES MO ORCOCLES -- \ Proposed ` ■ ■11 ■�U 11 ■ ■■ 20 ' New Sign ■ ■11 ■��11 �11� ■ ■ �� � e�e ■11 ■ �,�111 � � ■ ■ ■I —O. bey') nd I _ Am > — —� _� — _ — .. ■ DR I • �= -,�� -� � � — �, — — �_ i= _— T III _ -- - ' 7)3 ° s •idi ( l 'll'llliiii'IIIIIIIIIIIIIIIIIII S C O O T E R S IIIIIIIIIIIIIIiiiiill"" a z o Ell � � 'k�`11211 , ■11 1 1 �l . , x:11 I i ■ MIIMU!!! L!!!!!!!!!!! ! ! ! ! .. .wr.....ill`s ® ����1 . .e....■ . a . �� L fit o D w . y � 62' 1 80' -4" z Z ,, o 0 0ii Z ,; 0 L� f2 r 4,1 - - c., ∎- 174 I F-1 ° N a q ., n ( s — ; . �J BUILDING ELEVATION AREA 8097 S.F. W w c4 "� a -� " m NORTH ELEVA O k �- P — F = a ~ w 3/32" = 1' -0" w a s ® %z � � I EXISTING SIGNAGE: 419.28 S.F. = X Q o 0 g9 llij a g @ 0 SIGNAGE TO BE REMOVED: 419.28 S.F. w ° ° �, 0 A o , v 0 NEW SIGNAGE: 712.00 S.F. SJ �' c° _ TOTAL SIGNAGE: 712.00 S.F. = 8.8% SHEET NO. F { ' A1.0 1 w •-- co - - .Q Er 0 I 1 1 ; Z p ' 1 3 O e1'0 �� 4 1 5 1 6 Special inspection is required for G{l per 1707.1 OSSC. The special inspection agency record shall furnish inspection reports to the Engineer of Record, the General Contractor, and the City of Tigard, Building Division, attention Hap Watkins. All discrepancies shall be brought to the immediate attention of the general contractor for correction. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1704 OSSC , 10/19/2005 06:39 FAX 503 248 9263 VLMK ENGINEERS Z 002/020 VLmEK CONSULTING ENGINEERS P 503.222.4453 F 503.248.9263 E vImk@v1mk.com 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 W www.vlmk.com STRUCTURAL CALCULATIONS for BEAVERTON HONDA NE IN. 1 ,i, - C - f 7 A - A ,, it ,-) , :- , EC c iC. ,, ,? i, V s.)c 'Q ia Li ,t 'fiR C(0,de 1 -- . ,,, 10380 SW C.scg...e„plysil, an d R u i rz f orc i ng st Tigard, Oregon 97223 . , . • , u bowm. cnr-4ed in C.',oricrete for . , t'.3 i Spifve41 MOnlant-iiiMitliteill2 Concrete Frame El Reinforcr.g St a p i raztrzszing Steel. Tendoras AXIS Design Graulyng r''' ' •' •' c. • - .4.- ` - ' -, 11104 SE Sta i rk Portland, Oregon 972i6 r . 0 ri:eInforced Gypen w Con4;rete • — .41 insuiating Concrete Fill c "ci- ,pr::-Iy Api li iled ed Fi Pier re-Resistive Mated 1 ."* als c , 1. 'ft 2 i * 'no, D As end CaliSons ,... . ci I: Go Sp ciai G sding, Excavation and Riling 0 p 2- u. < 4v 4 . - 23 . , , rra ; -- ; , ..- 'iotw-Q ■ntrol Systems 3-30.20q .133! ,Tctions pojetio& -• ' ' • '1;%; .__......___._ ... 0.. ,_ tr o _ . • ..----- - o. o 0 1.1.] < 0 Li- CI. 0) --) m VLMK Job Number 205411 - .t- if • - ' '5 A REVISED 10-18-05 - I Structural Engineering • Civil Engineering • Industrial Engineering • Planning • Studies / Evaluations • Entitlement 10/19/2005 06:39 FAX 503 248 9263 VLMK ENGINEERS Z003/020 BEAVERTON HONDA DC -1 NEW SIGNAGE Beaverton Honda New Signage 10380 SW Cascade Blvd. Tigard, Oregon 97223 VLMK JOB NO. 205411 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT September 12, 2005 TABLE OF CONTENTS Design Outline and Criteria DC -1 thru DC -2 Structural Sketches SK -1 thru SK -3 Structural Calculations C -1 thru C -11 Misc. Information — FOR REFERENCE ONLY M -1 thru M -2 PROJECT DESCRIPTION These calculations include the design to support three new signs to an existing building in Tigard, Oregon. The "Honda" sign weighs approximately 2,340 pounds, the "Suzuki" sign weighs approximately 250 pounds, and the "Yamaha" sign weighs approximately 207 pounds. The signs will be mounted to an existing parapet, however, the new support system for the "Honda" sign will bring all of the loads back to the existing roof, which consists of steel beams and girders supporting concrete over a metal deck. DESIGN CRITERIA: CODES: 2004 Oregon Structural Specialty Code (Based on the 2003 International Building Code.) w , 10/19/2005 06:40 FAX 503 248 9263 VLMK ENGINEERS a004 /020 BEAVERTON HONDA DC -2 NEW SIGNAGE DESIGN LOADS: Wind: Per IBC 1609 (referencing Section 6 of ASCE 7) Basic Wind Speed (3- second gust): 100 mph Wind Importance Factor: I = 1.00 q = 16.4 psf Building Category: II C = 1.4 4 Exposure Factor: B C = 0.84 (30 -40 ft) P = (16.4psf) *(1.0) *(1.4) *(0.84) = 19.3 psf Seismic: Per IBC 1615 (also ref. Section 9 of ASCE 7) Seismic importance factor: I = 1.00 Seismic use group: I Mapped spectral response accelerations: S = 106.1% S = 37.2% Site class: D Spectral response coefficients: SOS = 76.4% SD1 = 41.2% Seismic design category: D MATERIALS: Structural Steel: Plates, Shapes ASTM A36 Fy = 36 ksi Structural Tubes ASTM A500 Gr.B Fy = 46 ksi Bolts: Structural Bolts ASTM A325 Ft = 44 ksi Concrete Drilled ITW /Ramset — Red ICBO #1372 Anchors HeadTrubolt Simpson Wedge -All Anchor ICBO #3631 Hilti - Kwik -Bolt II ICBO #4627 Concrete Epoxy ITW /Ramset — Epcon ICBO #4285 Anchors Ceramic 6 Power -Fast Adhesive Anchor ICBO #4514 Simpson — ET Epoxy Tie ICBO #4945 Hilti — HY150 Adhesive ICBO #5193 Anchor Concrete Screw Simpson "Titan HD" ICBO #1056 Anchors Wood Framing: Joists, Beams and Stringers Douglas Fir #2 2x studs Douglas Fir #2 ,.10/19/2005 06:40 FAX 503 248 9263 VLMK ENGINEERS 12005 /020 • .tee .- L - 1,1 - ' ' O Oi ii' I F - 11 :`: 1 w • 1 z a •••• t a U '� . Q X • :�� d X • X • V, . O V) V, . !n x . ' in I CO J • •. • U N J Q V -I 11.1 1 1 0 •- co Z cc o n 0 � ` o Z0 a Z 0 F co . • 1 m _ Zaa • 1 • - ---1 .• • W OZF-Y C.4. Q w W O � W • m w Q LL. 5 U a • m 1- U �.O J • ::i- 1 p) 0 Zo°IQ- ,. I x X x 0 OZg W K I 0 04 pp Z 0 < Vt M 3 3 3 �•.. I - :.• I 1 W b ..■ . i • . 0 0 1 • . • s 4 40 ,.: 4 M u + CONSULTING BEAVERTON HONDA 205411 8/05 T PROJ. PO. V l - j 1� ENGINEERS 10380 SW CASCADE BLVD. MJL KMK 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 TIGARD, OREGON 97223 MAIN °�°® il 503 vlmk @vlmk rnm SK-1 IFil 503248.9263 i EXISTING FRAMING DETAIL 10/19/2005 06:40 FAX 503 248 9263 VLMK ENGINEERS Ij006 /020 L6x3x5 /16xCONT. (LLV). BOLT TO SIGN ANGLES W/ 1/2" DIA. BOLTS, EACH LOCATION - - - ; i L TYP. AT ALL FRAME 3/16 I 1 ".i L3x3 ANGLES CONNECTIONS PER SIGN ALL TS FRAMING TO BE MANUF. 2 1/2" x 2 1/2" x 3/16 ' I UNLESS NOTED OTHERWISE f I 5/8" DIA. x 5" EMBED LAG e SCREWS AT EACH END TS 3 1 2" x 2 ". 3/16" TS 3 1/2" x HONDA BY 4x6 P.T. SLEEPER (3 2 1 /2 "x 3/16" I SIGN OTHE RS LOCATIONS) W/ 1/2" Af.M. SIMPSON 'WEDGE —ALL' ma 1 1 ' ANCHOR BOLTS AT EACH iMr "; LL.. , END. EMBED 2" INTO AO , BOTTOM CONCRETE SLAB. o wl A MINIIMMIFIWII �..�. _ ■ r 1/4 • A i m s 1 1 W — i r FIELD VERIFY 1 ; I I PROVIDE AN ADDITIONAL EXIST. CONDITION I I 'v t° BOLT AT MIDDLE SUPPORT OF CHANNEL TO j 0 ii BE AM `� - J� WF AillihN\,, f� I! I I' /2" X 7 3/4" x 9 rl1 I I . KNIFE PLATE W/ �� I (2) 3/4" DIA. THRU I I '' BOLTS, AT I I ' 1/4 TS4x4x3/16. I I' I TYPICAL (3) PLACE I►_; - _ _ 7i. ) ( I II Alf L6x3x5/16x CON T. I :,c (LLH) W/ SLOTTED __-,I' \ HOLE. BOLT TO SIGN ` ANGLES W/ 1/2" DIA. ANGLES PER SIGN BOLTS, EACH LOCATION PER MANUF. in DIMENSIONS ,���' 'll • 5 ' ti 0 SIGN SUPPORT DETAIL 1 " = 1' -0" � u C O N S U L T I N G BEAVERTON HONDA 205411 etas . _. N 111 ENGINEERS 10380 SW CASCADE BLVD. MJL KMK a 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 TIGARD, OREGON 97223 503.222.4453 vlmk @vlmk.com SIGN SUPPORT 503.248.9263 1 www.vImk.corn • , 10/19/2005 06:41 FAX 503 248 9263 VLMK ENGINEERS Z007/020 1/2" DIA. x 4" T I� CLIP ANGLE EMBED LAG SCREW AT EACH SIGN CLIP PER SIGN ANGLE MANUF. W�III INSERT 4x6 BLOCKING %I/ BETWEEN STUDS AT pr � LAG SCREW AND CLIP ANGLE LOCATIONS. SCREW BLOCKING TO STUDS W/ (4) #8 WOOD SCREWS AT EACH END. PROVIDE ADDITIONAL BLOCKING AT METAL FACING AS REQ'D YAMAH • SIGN B • :. , I :1/ I FIELD VERIFY EXIST. CONDITION OF CHANNEL TO I WF BEAM r * * F 4 L CONTRACTOR TO OPEN CLIP ANGLE UP PARAPET AND VERIFY I PER SIGN CONNECTION TO ROOF. II MANUF. NOTIFY ENGINEER OF FINDINGS C 1 SIGN SUPPORT DETAIL K3 = —o �/� u CONSULTING BEAVER HONDA 205411 8 /05 PROJ NO V 1 �1 1 ENGINEERS 10380 SW CASCADE BLVD. ~ MJL KMK AINY CNCO® 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD, OREGON 97223 503.222.4453 vlmk @vlmk.com SIGN SUPPORT SK -3 503.248.9263 www.vImk.com �� NO , 10/19/2005 06:41 FAX 503 248 9263 VLMK ENGINEERS [Z008 /020 Beaverton Honda l - l MCE Ground Motion - Conterminous 48 States Zip Code - 97223 Central Latitude = 45.44033 Central Longitude = - 122.776223 Period MCE Sa (sec) ( %g) 0.2 106.1 MCE Value of Ss, Site Class B 1.0 037.2 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 114.6 Sa = FaSs, Fa = 1.08 1.0 061.7 Sa = FvS1, Fv = 1.66 SIESMIC ANALYSIS 2003 IBC Section 1615 -1616 Site Class D (ASSUMED) Use Group I S =1.061 S1 = 0.372 F = 1.08 F,, = 1.66 S. = F = 1.08(1.061) =1.146 Sips = (2 /3)S = (2/3)(1.146) = 0.764 [Seismic Design Category D] S = F„ S1 = 1.66(0.372) = 0.617 S01 = (2 /3)S = (2/3)(0.617) = 0.412 [Seismic Design Category D] • • 10/19/2005 06:41 FAX 503 248 9263 VLMK ENGINEERS (1009/020 Job CONSULTING EA 1 eao A {4, V IA M K E N G I N E E R S Client A.XLS C.1R Job No !. t e 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 + P 503.222.4453 503.248.9263 ® Date & eS Sheet No. C 1.1 o1.IDk S1Can1 $(.429042-7 K l x .. = 23'�O # ' '7 5PLF 5 � � 1 - -7 5 fZ, : (2..3 46o 2:4)I-CP pp � � 142,0 L- Pc 1_0pa> (SSE DEStyt) cRtr &fr F=drt W as, tli e15M 1.J , I•O = t9.3 e ,-c - ( Gi2) = S7.9 P LF isMtc_ IA = o. 4 S p•s = W p = O, 4 (o • - 7(04--)0 . oX7e) z 24 Ptr5 W t ND C N'T 20 e`S t = 3 42 I o S Co JCL, r D L • VU, LoA cASE DL .N LO 0.5t`. • • 10/19/2005 06:41 FAX 503 248 9263 VLMK ENGINEERS Z 010 /020 Y • ic_ I x fi 0 N 4., 8 k 417, 417 ak iiiii1/4„ 11 N1 j 000.. ' 10 Results for LC 2. DL + WI VLMK Engineers BEAVERTON HONDA MJL Aug 30, 2005 at 11:41 AM 205411 Honda Sign.r3d • 10/19/2005 06:42 FAX 503 248 9263 VLNK ENGINEERS Z011/020 Company : VLMK Engineers Aug 30, 2005 • Designer : MJL 11:39AM Job Number : 205411 BEAVERTON HONDA Checked By: Global Display Sections for Member Calcs 3 Vaxintaffiatt_SetKonsTaMeMbar Colts- 99 - „ . . Include Shear Deformation Yes 1=lud WarOificE. • - . , , ." Yes: Area Load Mesh (inA2) 144 Mrt:fia.ThijaeanceE(in) :.::! - • • • • .12 • i . . P-Delta Analysis Tolerance 0.50% Verti " .'., .'n".: -":.-: ..' • Y , 2 : : 'Hot Rolled Steel Code AISC: ASD 9th CtikrAbollatgSte • :.-: • ' ...:" AISP99:.A8D ::•':.. NDS Wood Code NDS 91: ASD bilDS.:-T . .: -•'. ,:-. 2 :- ' — cii ToF -:-: _. . ?-- Concrete Code ACI 1999 Number of Shear Regions 4 1R ttiatment (in) .:7.7. s •', Lr .: . :'..--... , • :-..: ...:': Biaxial Column Method PCA Load Contour MimeiB644 EtioteiRMAI: :•::'.':"--. - -- • a .-,:-., .7.- . , ..::: Concrete Stress Block Rectangular ;Mei Ciact.W:BeTotitifit, • ' - YeS - :7 T , .- •••••:.: Bad Framing Warnings No iiti.O.seitkii.O6-11 :.:.;•-•?.,.. ''', - :. '...::-:,-;:- : -:::-. Hot Rolled Steel Section Sets Label Shape Design List Type Material Design Ru... A Iin21 lyy [in4] Izz [in4J J [in41 1 TUBE 1 HSS2.5X2.5X3 Tube Column A500 46 Typical 1.544 1,355 1.355 2.255 :711 "'"•';14:5X2f5X• Tube: -. Bearri: A500.46 • Typicar-7'11".8a.: f27 3:0p2 . : 3:786 " Member Primary Data Label I Joint J Joint K Joint Rotate(... Section/Sh... IJesian List Type Material Design R. 1 M1 Ni N2 TUBE 1 Tube Colu... A500 46 Typical ;-_• .•.'t MS - :- .1 .-!iNiT ' - , ' . ' :2_ - i ''' 1111BEi1.- . .."' l'sa';: Tlibe—zi -.L. Coll& ' ik500;(-46 " •Typl 3 M3 N3 N4 TUBE 1 Tube Colu,.. A500 46 Typical :":4 44:11 '...10 ti'lls15..7 ;N6 '"'j.f±:- . ? .--,. TLIBE = 5- "Rif* : -:--:- .;!.;•'. Colo: 03646:- -T.SIDi6af 5 _ M5 . N6 N7 TUBE 1 Tube Colu... A500 46 Typical ._ . ._. ...... 6 '-t - 1467:::: ' - -447 .;:.--"- ? " ..7..:, .:. : 7 :J.TUBE 1 ': 1:: .. Tube : . J. f'.-,051u.. . MOD 46' .. Typical.:' 7 M7 N9 . N10 TUBE 1 Tube Colu... A500 46 Typical M8 Ni0 ''••."1411.:::. - : • -:• . - TUBE 1 '. --. : . 064.. - :: 46 TArdal - 9 M9 N11 N12 TUBE 1 Tube Colu... A500 46 Typical :.-1):)," -13M • ',::-;,' Ni 7 -. 1 - N3 '-.. --: • .. •::- TUBE I'. 4•• . • Tube r",:•:. -r,. Cold:- .. -:,4500 46 ..: - ' , Tyiftical 11 Mil N5 N7 TUBE 1 Tube Colu... A500 46 Typ ical , 1 -: 2- - ti• "it(412: - - - N9 '.: N11 •:.: : ' • TUBE I "' "' - Tub e : - • . Cplu..., A500. 46 :T:ypidaF 13 M13 N1 N5 , 90 TUBE 2 Tube Beam A500 Typical_ 1 7- M14 '.::-.; N5. • :'t:fit • - .- 96.. TUBE 2 - -, :. Tub:. - • Et4am,-. A506. 46 T 15 M15 N2 N6 90 TUBE 2 . Tube Beam A500 46 Typ ical _ ft -- -- , -N41:6 :4N :N10--. 90 .. TOBE2. - .: • - -Tibe ;: - Beam ::'. , Typical - 17 M17 N3 N7 TUBE 1 Tube ,Colu... A500 46 Typical :i8. - 141-8 .. ' 417" -: N11 - . ' , TUBE . 1 ' • - Tube ': Colu... , • A500_46 ' Basic Load Cases BLC Description Category _ X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface (... 1 Dead Load None 3 2 2._ :1"4/incf4... ': -None „ .: 3 "-•_.. : .. RISA-3D Version 5.0d IC:10drawing\2054111Honda Sign.r3d] Page 1 10/19/2005 06:42 FAX 503 248 9263 VLMK ENGINEERS a 012/020 I C-5 . Company : VLMK Engineers Aug 30, 2005 • Designer : MJL 11:39 AM Job Number : 205411 BEAVERTON HONDA Checked By: Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface (... 3 Wind 2 None I 3 I Load Combinations Description Sol... PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 DL Yes 1 1 2 '.:DE .+ W -1 Yes - -: 1 1. 2 . 1 _ . 3 DL +W2 Yes 1 1 3 1 Joint Loads and Enforced Displacements (BLC 1 : Dead Load) Joint Label L.D.M Direction Magnitudelk.k -ft in.rad k *s ^2/ft] 1 N4 L Y -.46 2 • Na 3 N12 L Y -.46 Joint Loads and Enforced Displacements (BLC 2 : Wind 1) Joint Label L.D,M Direction Magnitudelk,k -ft in,rad k *s ^2/ft1 1 N4 L Z -.342 :2 = :: NS= .. .:. L ` , . -Z ... •_ 4:06 . -_ 3 N12 L Z -.342 Joint Loads and Enforced Displacements (BLC 3 : Wind 2) Joint Label L.D,M Direction Macnitudejk,k -ft in.rad k *s ^2Jft1 1 N3 L Z .342 - 2 '47 .L ... .:. 2�.:.. = _ .- .. .. _ :: ° . 1 .056_:: 3 N11 L Z .342 Joint Reactions LC Joint Label X fkl Y N Z fkl MX Ik -ftl MY fk -ftl MZ fk -ftl 1 1 N2 0 .583 .092 0 0 0 2 '< , = t� . : NT- °' ' ... • 0 -. - :123 : - - .. 0 -0 _ . ' 3 1 N6 0 1.785 .267 0 - 0 0 :4. - .1 . - :NS :. . ti,.0 .. 2:3.65 .: '-,:•• -.267. - ::. 0 :" • :b :p-. 5, 1 N10 0 .583 .092 0 0 0 :6:; 4 -.` :N9 0 - -.123: -: :092:`.:. . - '. 7 0 - : 07 0: 7 1 , Totals: 0 2.34 0 .8 t). 1_- . O.OG (ft) :" `'•X :.14:'583- Y: 2.875 =: - Z:3::625' _ 9 2 N2 , 0 .24 .094 0 0 v 0 *.1'o -. 2 :-.N1 - : -. • 0 :22 :.248: . : :. 0 . 0 :0 11 2 N6 0 .73 .275 0 0 0 ' 2 1 .: :N5 : 1 0 . .69: .` .:781 13 2 N10 0 .24 .094 0 0 0 14 .. 2 . .: ; N9-: . - 0 ' :22 248 . 0 • 0 `..' 0 :. 15 2 Totals: 0 2.34 1.74 -' - 16 .2 1.. COG (ft): X:14.583 Y: 2 :875 .• -Z: 3.625 17 3 N2 0 .925 .09 0 0 0 '18. 3 Ni 0 -.465 • -.432. .0 0 • 0 - 19 3 N6 0 - 2.84 .259 0 0 ' 0 20 : 3_.. - NB 0 - ;1.42. . -1 :315 0 '0 0 21 3 N10 0 .925 .09 0 0 0 22 . 3 N9 . . - . 0 =.465 .. -.432 0. 0 0. ' 23 3 Totals: 0 2.34 -1.74 24 -3 COG (ft): X: 14.583 Y: 2:875 • Z: 3.625 - . RISA -3D Version 5.0d [C: \Odrawing \2054111Honda Sign.r3d] Page 2 10/19/2005 06:43 FAX 503 248 9263 VLMK ENGINEERS 0]013/020 Company : VLMK Engineers Aug 30, 2005 • Designer : MJL 11:39 AM Job Number : 205411 BEAVERTON HONDA Checked By: Member Section Deflections (By Combination) C Member Label Sec x in 1 z in x Rotate r.d U Ratio n Uz Ratio 1 1 s M1 1 0 0 0 - 8.414e -7 NC NC 1.4286 -7 ' - NC. NC 3 3 0 0 0 5.559e -7 NC NC 4 .:1 . M2 - 1 - 0 0 0 `4.576 -7 .. NC NC 5 2 0 0 -.003 - 2.453e -6 NC NC .. $ :. = 3 , • 0 0 .. " :.. ' .0 - . 4496 -fi.•: 'INC • :. 'NC'; - • 7 1 M3 1 0 0 0 - 2.004e -6 NC NC •= 2 ••.:::: = :0. : • -.005 ' 7. • 6 - 2:004e -6 : ..2201: :918 # . ' N C 9 • _ 3 _ 0 -.01 0 - 2.004e -6 _ 973.845 NC 10- 1.- ..:: -M4; - 1 0 • 0 _.: • 0 • - :0: NC •:= NC 11 2 0 0 0 0 NC NC 13 1 M5 1 0 0 0 0 NC NC .. 1:: 2: 0 : -" : :•0 .- .008:..:.::, 0;. Na....:. • - .36.18 ".293 15 . 3 -.001 0 .002 0 NC NC I46 " 1 •:002 - -.oat ::..-O 0 -NC `. • `: NC =:::. 17 2 .002 -.013 .0 0 751.873 NC . :18- - =002 • ' -- .029.. • 0 - .. -` • : 330,4613 -- . NC 19 1 M7 _ 1 0 0 0 8.413e -7 NC NC 20 :.. : : : f ; :..: :, 2 .: 'a: 0 0 1426e -7; . N`C ; NC 21 3 0 0 - 0 - 5.56e -7 NC NC 1 0:: - - - :. :.0 -- 0 " :: 4 :51e -7 NC- *'*- : NC • 23 2 0 0 -.003 2.453e -6 NC NC • 124 •: .: ;: . ; _.::' •::.3 - - =':. -. ...0 ' ": :_:: Q' • � .:. •...: _ . � 4.4486 -6 •NC: _ 'NC... 25 1 M9 1 0 0 0 2.004e -6 NC NC :. ;:2 al. : :: ::-!:L...005... 6. ...2 . 221.92=': NC : : ::: 27 3 0 -.01 0 2.0046 -6 973.847 NC ..285 :. 'k= M1Q• ' . .1. ' •: 0 _ ...0 • ' 0,_ 44336e *INC . =. ::_ NC 29 . 2 _ 0 .004 0 - 2.573e -6 NC NC F 7710 :' • :s.:. _ .. .._. • 31 _ 1 M11 1 0 0 0 0 NC NC 382 -. - • :;.:. ; f' -?:.• =@. " _..• ..01=2 - ,•;.,.. '0 ...3760. - 665• ''NC - :;. 33 ' 3 0 -.003 0 0 NC NC 34' 1:: _.M12 ._ •1 0.: -_ 0 0 5:8 -7 NC = NC 35 _ 2 0 .004 0 2.573e -6 NC X36 `', .: " , . -..=•* , . . _ .. .. 3 --:• 0 • • *0 - ` ' : _ , NC . 4:5036 -6= • -; . NO " Na • 37 1 M13 1 0 0 0 - 9.332e -5 _ NC NC -••2 '- 4 • ,-. , 0- .0 - -' `:- 1.7.11=6 -4 NC. . "NCB -- 39 3 0 0 0 - 2.489e -4 NC NC 40 - c . .: , 1;:-.*:*-- :-- M14 :. 1 0" . 0 0 -" - 2.489e-4. -: ':_NC .::. NC 41 2 0 0 0 -1.711e-4 NC NC ' 3 • • ,.0 .. 0..: • .:0 :- - 9332e -5 NO . 'NC 43 1 M15 1 0 0 0 - 1.248e -4 NC NC 44 .. ` 2 :. 0 • 0 -•- .: 0 - •2.2886 -4.. -NC -. NC 45 3 0 0 0 - 3.327e -4 NC NC `46 ..:: 1 : ' ::M16 ' 1 ' 0 • '0 • 0 - 3.:327e -4 NC NC 47 2 0 0 0 - 2.288e -4 NC NC ' 48' --. - • .3 . O. _ ' : 0 0. . - 1.248e -4 '• NC - ' NC 49 1 M17 1 0 0 0 6.551e -4 _ NC NC 50 • . .. 2 0 _ -.001 :002 1•.267e -3 _ NC NC 51 3 0 -.001 .002 1.878e -3 NC NC 52 1 • . - M18 • . 1 ' 0 -.001 .002 1 :878e -3 , 'NC NC _ 53 2 0 -.001 .002 1.267e -3 NC NC . 54 3 . 0 0 0 " .6.551e-4 . NC NC 55 2 M1 1 0 0 0 3.933e -7 NC NC 56 - •- 2 0 0 0 2.667e -7 , •• NC NC RISA -3D Version 5.0d [C:10drawing12054111Honda Sign.r3d] Page 3 . 10/19/2005 06:43 FAX 503 248 9263 VLMK ENGINEERS 0 014/020 k 7 1 Company : VLMK Engineers Aug 30, 2005 ' Designer : MJL 11:39 AM Job Number : 205411 BEAVERTON HONDA Checked By: Member Section Deflections (By Combination) (Continued) LC Member Label Sec x [in] y [n] z fin] x Rotatefradl (n) Uy Ratio (n) Uz Ratio 57 3 0 0 0 1.402e -7 NC NC 58: 2:. :. M2 • ` • 1 . --0 • 0. . - :0 . 1.646e -7 - NG . • ;-. NC: - - 59 2 0 0 -.003 7.477e -7 NC NC 60: 3 0 . • 0 • 0 . 1-:331e-6 -- - NC . NC: • 61 2 M3 1 0 0 0 - 3.212e -7 NC NC 62 _- - 2 0 - -:004: - 0 - 3.2:1 -2e -7 > - 2286 :638 . NC . - 63 3 0 -.009 0 - 3.212e -7 1006.842 NC • 64 _:..2 " : . :M4 ... • : 1 . : -. 0 - -, . -0 - 0 -.: -- -- •0. -NC .. NC . 65 2 0 0 0 0 NC NC :66 . , 3 - -- 0 •. ...0 • . 0 ; - 0.::. , ;-.Na .. -NC 67 2 M5 1 0 0 0 0 NC NC - 6:8 2 ':=0 - • O .. :- .01 - .-; 0 - SIC 3714811 69 3 0 0 0 0 NC NC 10. "2 ' .: --- -. M6 1 - . - ':.0- 71 2 0 -.012 0 0 780.597 NC :7 .: - : 3 __- : -.001. .027 :0. ,. • ..• 0 - -. 341:515 NC-: .:: - 73 2 M7 1 0 0 0 -3.933e-7 ,_ NC NC 74 :- .,:_ : .' : -. '' . 2 < 0 - .0 - - -- • 24668e4:: NC .: NC"-::: 75 3 0 0 0 - 1.403e -7 NC NC ; 76 -` : : . 2 " - . : MB= =. - -:: 1 : ".. 0 :.. ' - - 0 -- 0. - 646e - :: :NC -- N C.:. . 77 2 0 0 -.003 - 7,477e -7 NC NC . .NC: -' t :-NC :.g = -:- ,:.:.. : ::. � :3 • . = °0 L„ 4' � :: :: 0 � --- :� - 1.3310 =6 _= 79 2 M9 1 0 0 0 3.21e -7 NC NC ,. :.8i)- - - .. -. ::.: -. :_= ".; '2'.. <: •-0- f = ,..: ` -' 0 -= - 3.2.1:e' -7 -,' 228fi.543 '': :•NC. 81 3 0 -.009 . 3.21e -7 1006.844 NC :82_. ' -._. M1.0 -- ":••-: 1 - -..: °0. 0 .:0 . 2 . 1.0786-7•-• '1.:. NC :- . NC : . 83 2 0 .004 0 4.609e -7 NC NC 84 ' - . - - _ 3 . 0 . - - ::1) ..: :0 . :7`:139e 7: _. - : NC -: '.. NC : -,:•.. 85 2 M11 1 0 0 0 0 NC NC .46 =i ..--,; ._: :: :2 - 0 - -: _ .012 . -. 05 -: 0 - :3g35:264'_s: .:..N - • 87 , 3 -.001 ' 0 0 0 NC NC .. - _ ... - 2.(79e -7 . ANC- - :::f C � =�,2 ;; � - :: .I�t_12 '. -:..:° =� �.1'a. : 0 .. � ; -- -_ . 0 -' ,.: ....: 0. -::-:•' . --: 89 2 0 .004 0 - 4,609e -7 NC NC ':'9121'; := : • -:: •; 3 . --. - CV-. -.- 0 : �-0 ;: 7.139 " -;;:; N:C ` :. N"C • 91 2 M13 1 0 0 0 - 9.401e -5 NC NC 1.92 -: - •: -_: - : -° ,:: 2 ••0 • -:. :.. _ 70 0 : : -1 733e-4 ' NC --- :. NC W- 93 3 0 0 0 - 2.525e -4 NC NC $4 :' -2 • ' :$A1.4 .: _ . . -�. =1. - . 0 . . 0 -.. 0 2: 25e-4 ' =NC -- - • =:.. - -NC - . 95 2 0 0 0 - 1.733e -4 NC NC 96:1- '--:. : -. , --- 3 -- ..=- • 0: 0 •: • - 0 . -: - - 9.4010 -5 NC - • .. ;, N..0 97 2 M15 1 0 0 0 , - 1.388e -4 NC NC f.:98 : '=2 :. 0 - -. 0 ' - 0 :=2.56e-4 -- • ` NC ; .. = :NC::.. = =: g9 3 0 0 0 - 3.732e -4 NC NC 100 ;2. _' .. - - M16 ' - - .. 1 -0. - . 0 - - ';:. 0': - 3 :732e -4 ' ;, : PVC - -. - - : -NC • 101 2 0 0 0 - 2.56e -4 NC NC 102- . . . - 1.3886 -4 ' •- NC . NC" . : ;. � - , 3 0 + . � - . .. - 103 2 M17 1 0 0 0 6.214e -4 NC NC 1:04 • 2 - 0 " 0-: 0 -.1.201e-3 -.' NC ' . ' NC ' .. . 105 3 0 0 0 1.78e -3 NC NC 106. 2 ... . M:1.B - 1 0 . 0 0 118e -3 . •- NC - NC 107 2 0 0 0 1.201e-3 NC NC 108' - :3 0 0 0 • , 6.214e- -4 . NC NC 109 3 M1 , 1 , 0 0 0 - 2.076e -6 NC NC ff0 • 2 0 0 0 . - 5.523e -7 ' ... - -NC NC 111 3 0 0 0 9.715e -7 NC NC 11-2 3, M2 1 0 0 0 - 1.079e -6 NC NC 113 2 0 0 -.003 - 5.654e -6 NC NC RISA -3D Version 5.0d [C: \0drawing \205411 \Honda Sign.r3d] Page 4 - 10/19/2005 06:44 FAX 503 248 9263 VLMK ENGINEERS [ 015/020 C-8 Company : VLMK Engineers Aug 30, 2005 ' Designer : MJL 11:39 AM . Job Number : 205411 BEAVERTON HONDA Checked By: Member Section Deflections (By Combination) (Continued) LC Member Label Sec x fin] v finl z fiinl x Rotatefradl (n) L/v Ratio (n' Liz Ratio :114 .- ' . 3: 0 0 • . . .002 ' - - 1.023e -5•. • _. NC • ' NC 115 3 _ M3 1 .002 0 0 - 3.687e -6 NC NC 116' • . 2 . ` .002 405 _ ..: - 0 3.687e -6':: - 2123252 :•NC 117 3 .002 -.01 0 - 3.687e -6 942.943 NC 118:.3 ..: M4 _ 1 • - .. 0 . ' 0 0 0 •:'■C. ' •• NC 119 2 0 0 0 0 NC NC 120:;• : - 3. ° •0.• 0 0 - - 0 - AC'' .NC . 121 3 M5 1 0 0 0 0 NC NC 1.22'_:' , . 2" -.001 ' 0- :. - :007 0: - . _ 'NC:: 3526:664. 123 3 -.002 0 .005 0 NC NC 124: - 3 M6 . 1 `.:: • .005•• -.002 • -. = 0 0.: • '. NC • :. NC.• 125 2 .005 -.015 0 0 725.187 NC ..1:26.- :- 3 :. .005. - -.03 •' :.. 0 ' _ • 0. :. ' ; • �320.11•320.113-::-: - • NC-, ..:. 127 3 M7 1 0 0 0 2.076e -6 NC NC .:1 8 .--1 2 -, . .. ,:• 0 : - 0 01:' �- ?5.52 -1-e =7 •:• - NC - NC _ 129 3 0 0 0 - 9.716e -7 NC NC .:1 g0 ::3" ::• -: - -. - . 7 ..::A .:*. :- 0 .. 0' . -::. 0. 1;079e�6 .. NC - : `: NC . 131 2 0 0 -.003 5.654e -6 NC NC .;_. :. '.0 - .- 0 •...002 1:10236;5 ' :.:NC '''..T':': NC . 133 3 M9 1 r .002 0 0 3.687e -6 NC NC :134: --z-. , • :: ': _, ..: : :: _2 . : 002 7' . ._ .005 = : :- 0 : :.. - 3:687e 6=:. 21'23-:256. _••-NC 135 3 .002 -.01 0 3.687e -6 942.944 NC 136 3 '` • M10 :. .. - - :'1:- . - :0 :.... 0 0 - 1:375e=6-: •: °:_NC::: :. :_NC : 137 2 0 .004 0 - 5.608e -6 NC NC *138 - .'w. :..., -. : -• -3::., -.. ..:. 6 • Q ::.. =i002' :. •.- '..0 �':�: .:7 - 9841e- 6 :.:':: .::NC . ::■.0 • ;:- 139 3 M11 1 0 0 0 0 NC NC _140.-z•--- . 7". :..,� 2:-7_ : .001 .01:1 :•..; • • '.9 :0" : 3601•,158= •:. - -.=: ` ' 141 3 .002 -.005 •0 0 • NC NC • 142 -3 - . --- M12-•:: 1 0 . • 0: . " '';':' at `• :.:. NC : 143 2 0 _004 0 5.607e -6 _ NC NC • _ . :9.844 6 NC . = _ NC . :. " -444 ` . ._ � t t.' •� � . 3 0 -.002 . 0 " . 145 3 M13 1 0 0 0 - 9.263e -5 NC NC . '' =146. • _ -. = -2 -'; ::0 - • •. 0 =; : . - '- 0 • `-'169e`4 ._ -=NC: - - '.NC 147 3 0 0 0 - 2.454e -4 NC NC 14.8 '. 3 ;_.: MI4 1°: -.0 .. -0 _ . :. 0 .• -2:454e41:::•: ' NC:•' ' • ...J AC 149 . 2 0 0 0 - 1.69e -4 NC NC _150:7;1 - .... 3 -• =:. - . 0- 0 i'..0 9.263e -5 :..= NC .•,:-'..: N1 ... -c. • 151 3 M15 1 0 0 0 - 1.108e -4 NC NC 152 ;2;:: '.3.=•:•_ •- 2 - . 0 ' • T. 0' ... 4 . Y 2.016e -4 NC - -. NC 153 3 0 0 0 - 2.923e -4 NC NC ._164 3' = " .:. M16 :.: -.: .: :.1 0 - • -. 0 0 - 1 , .2.9236 - 4,„ ' .:Na NC - 155 2 0 0 0 - 2.016e -4 NC NC 156<..- -. .. -. ' 8 • 0 . 0 ' 1:.:1°08e -4 NC ' : -NC 157 3 M17 1 0 0 .002 6.887e -4 NC NC .1 °58 .- --- .. . -. 2 . . 0 -.002. ' .004 1.332e -3 ' NC . -. 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'= j�.ii•_•l•���I-,' - 11111 207' -0" B NORTHEAST ELEVATION - EXISTING 3/32" = 1' -0" I- Proposed Proposed Proposed O o New Sign .0 New Si n New Sign O G D 0 A A 18' 30' 1 i 91 �I a I•ILIUI1M —1 1 A ` = I MIER n; - ■ ': IIMINI MIu■ 1 207' -0" NORTHEAST ELEVATION - PROPOSED 3/32" = 11-0" CODE ANALYSIS: WALL SIGNS MAY NOT EXCEED 5% OF THE GROSS AREA OF THE WALL FACE ON WHICH THE SIGN IS MOUNTED. 18.780.130.A.4 . • 10/19/2005 06:46 FAX 503 248 9263 VLMK ENGINEERS [J020 /020 3� : ' li 4 _ s " 111 ' L 1'1 1 1 11 1 1 Ij t 1 1 I 1 1 i � ii!! 's 1$ p41 1 1 ; �E I ': 5. 8 o s s S 3 L. i a i Ib i 1hii 1 1 i i t :s S , j , g at t 17. it 4 '. g 1 1 8 $= ; j iI 9 4 P.. 1F t / g qi� i X��o �d3 a dE � t .. .. .4 4 A • 4 e 9 s b 4 j 6 - -.n. a 4r i -1 .4.4 turd e _, ...1.444 i ren g e • 7 • 7 ..4 s o . a z ,.. • .-../. .: 4 ,,. Ail of Wo9�k Io ; r i f Z t R �; / li U. :e Q /1 , . 4 • ,- i 4t . �/; � /1 111 s , 4. ,r / ' "-,' i 1: . .- /// . ' . A / / / / : 'V .. /64. . . , .. ..::' z i / (111 II ON t l ! . C ie—C1) ••• 4. 6 l'••--t—re71171--'®4 ...... / 6 , 4// ,.. .> / - ...,, , ' 'i' ter/ L , , it 2; _ :: 8' gl ai / Qt. / 4 "� .- - ,- / . .// i . r' / /,(I . ( i` j '1 l I iEl :(/ j .// ,,j/ ;x. /81 1 i iI i ° 0 I; z 6 to, . , , ., :,....,„/ / 4'*; AY r t I t i':++ a : 1 t :F - i ., f 1 d i i 0 iC i • 1 ..„. X / ' . 'i 1 9 ti f I: 'f I.. . . i. . .. I ' ' `� C d . . . I° -- --Ili fn 4 • �a ' l a Is NOTE: CONTRACTOR TO VERIFY EXISITING CONDITIONS THAT APPLY TO ANY ROOF WARRANTY PRIOR TO CONSTRUCTION. LAG BOLTS - SEE STRUCT. SEALANT TS FRAME SUPPORT - IN SEE STRUCT. • PT 4X6 SEALANT /ADHESIVE I I (E) CONCRETE DECK ����� (E) RIGID INSULATION V' e e e e e i ��e e e e e e e e I ee e e e e e e e e e �i e 4 !.!. !.!.!.!.!.!.� /MEMBRANE ROO F (E) CONCRETE DECK (E) METAL DECK (E) STEAL BEAM - FIELD VERIFY CONDITIONS SHEET NO. DATE: 10 -19 -31 BEAVERTON HONDA JOB NUMBER: YAMAHA MOTORCYCLES A XIS Al 4 -11 3 A. 103680 SW CASCADE BLVD. SE VASE S .N9 p00.TANG,NO,O0.E IE . 0 « OREGON PAGE REFERENCE: TIGARD, OREGON 97223 ] 65EA0.K 2 97216 V TEIEVHGNE: 503 -28A -0900 c fAC91MILE' S0]Sa E -92]6 A EMAIL: pa,an(O. sdes.9n9rovp.com A9/1 06:39 FAX 503 248 9263 VLMK ENGINEERS Q001/020 VLMK C 0NSUITI NR 503.222.4453 NGINEE 5 503.248.9263 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 www.vImk.com v1mk.com m com FAX TRANSMITTAL (Please call 503- 222 -4453 if all pages are not received) TO: Axis Design Group DATE: October 18, 2005 ATTN: _Brian Fajardo 5 _ FRO M; Kevin ____ Kaplan PROJECT: Beaverton Honda NeW Signage_ PAGES FOLLOWING: 19 FAX NUMBER: (503) 546 9276 _ — -- - ._.__._.._ COPY IN MAIL No .__._- ._.._.------- .._-- •_ —_ Brian, As requested, attached are revised calculations and sketches for the Beaverton Honda New Signage project. Let me know if you need anything else from us to get this project in for permit. Thanks, S? " :.SAL lis%PECTION REQUiREb - /( `.t' of Oregon Structural Specialty Code I r Concrete and Reinforcing Steel ' A Bats Installed in Concrete ❑ Special Moment - Resisting Concrete Frame I ❑ Reinforcing Steel & Prestressing Steel Tendons 1 ❑ Structural Welding . 0 High - Strength Eo €ting ® Structural Masonry O Reinforced Gypsum Concrete O insulating Concrete Fill G Spray Applied Fire-Resistive Materials ❑ Pilings, Drilled Piers and Caissons O Shotcrete . ❑ Special Grading, Excavation and Filling ❑ Smoke- Control Systems Q Other Inspections ! ,!...,