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Plans (111) [� CEj FABRICATION SPECIFICATIONS 18'-O" I 1 1� `� A PAN CHANNEL LIGHTING FACE COLOR TRANSLUCENT LED DIGITAL PRINT FEB TRIM CAP COLOR TBD Z017 RETURN COLOR TBD CITY rI } RE� = PAN CHANNEL LIGHTING WHITE LED BUILDING DIVISION FACE k FECECOLOR O O- BLUE PERF VINYL RACEWAY PAINT COLOR PTM FASCIA 1 L , ,. SCOPE OF WORK: REMOVE AND DISCARD OF EXISTING CHANNEL LETTERS 1 e len 0 (00.1 MANUFACTURE AND INSTALL NEW RACEWAY MOUNT CHANNEL LETTERS UTILIZING OVER THE WALL BRACKET A pp S/F FACE ILLUMINATED CHANNEL LETTERS SCALE: 1/2"=1`-0' QUANTITY: 1 MANUFACTURE&INSTALL 62.25 SQUARE FEET CITYOF TIGARD ART SUPERIMPOSED 0 PHOTO-SHOWN AT APPROXIMATE RELATIVE SCALE REVIEWED FOR CODE COMPLIANCE grove* [ ,ate gIOver dbracket Raceway �-- --- _ ret4T ' Night Permit#: . P 7') (-7-eY"—' "'��' '§ , ALUMINUM RETURNS ----, 5 _ Address: x•-•.34 V`I N W/ # :r; TRIM CAP \r - Suite#� l.F I ALUMINUM BACKS By: C! Dates ( S7tt ?x uT~ h� 3/M0 LAG BOLTS ON LARGELETTERS N M'BLAG BOLTS ON SMAL qf. 3-4 PER LETTER) •LEO MODULES OFFICE COPY 4 L16'ACRYLIC FACES PER j CUSTOMER SPECIRCATI°NS " WIRING TO POWER SUPPLY A ° 1 ero e PER U.L.CODE > 4 b 0 - *,M.- H'WARE FIwsNED TO MATCH 'Al ''''' es. TRIMCAPS 8 RETURNS 114'0 DRAIN HDL ES �/ " 144 i - - 3/8"Fastener " Wall 1.2 SIDE VIEW/DETAIL i _`_-if: I — • • sales@meyersignco,com AEROTEK FRANK MOORE >I DATE BY DATE BY • This is an ori'nal unpublished drawing created for �• PROJECT: ACCT MGs ., �. • CUSTOMER APPROVAL LANDLORD APPROVAL: Meyer Sign Company's customer and the project D WING#. S www.meyersigneo.eom ADDRESS 9020 SW Washington Sq.Road SHOP MGR REVISION# REVISION# planned for the speck needs of Meyer Sign Customers. These drawings are not to be shown outside your phone:503 620.8200 Tigard,Or S C A L E: w REVISION# REVISION# organization nor used,copied,reproduced,or exhibited JEFF RICE s DATE: DATE: in any way unless authorized in writing by an officer of fax: 503 620 7074 DESIGNER: DATE . 1.18.17 REVISION# REVISION#1SHEET OF c ,... a Meyer Sign Company of Oregon. 1■■116T1 www.hilti.us Profis Anchor 2.7.1 Company: Corbin Page: 1 Specifier: CBL Project: Apollo TI Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 1/31/2017 E-Mail: Specifier's comments:Anchors for interior wall at door opening. 1 Input data Anchor type and diameter: KWIK HUS-EZ(KH-EZ)1/4(1 5/8) ! _ e Effective embedment depth: hef,act=1.180 in.,Nom=1.625 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/2016112/1/2017 Proof: Design method ACI 318-11/Mech. Marrircrifiritaltation: eb—0.000 in.(no stand off);t—0.060 in. Anchor plate: IX x ly x t=5.000 in.x 6.000 in.x 0.060 in.;(Recommended plate thickness:not calculated Profile: no profile Base material: cracked concrete,3000,fc'=3000 psi;h=6.000 in. Installation: hammer drilled hole,Installation condition:Dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Geometry[in.]&Loading[Ib, in.lb] Z of CO - - JO • • s = O • x Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilt!AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan I�IIia.T1 www.hilti.us Profis Anchor 2.7.1 Company: Corbin Page: 2 Specifier: CBL Project: Apollo TI Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 1/31/2017 E-Mail: 2 Proof I Utilization (Governing Cases) Design values[Ib] Utilization Loading Proof Load Capacity yN/13v[°/u] Status Tension - - - -/- - Shear Pryout Strength 832 1425 -/59 OK Loading PN ISy UtilizationRN,v[%] Status Combined tension and shear loads - - - - - 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan . _. ~ . , Beam Design for Use with the 2007 North 8tool S |�23 , _ _=~ - _- ^' _ -- - '_ � __ � 8 _ �� -Table ' Distortional Buckling Properties Du~1.07(A@c) ��N��Studs - K�exmmmlStrength cpb ~�8O(LRR� - I �'���t�mm���� K��a n _ - _- _ --�- °'-� Per Section 3.14(U) --^ - � -- , S�� � k� kg �� �w �� ~ in. kips kips | � ksi ` ' ksi) ' ' ksi) I �� �__- .m��_� - . '»�' - �� kip-in. kip-in. � =1�O0S�sOf�- `-�Tg-- - 1D5~ ' 0.0258 1.06 0.0142 53.2 171 226 ' 1oOOG25O�8 21.7 0.328 0.0128 0.326 0.00698 33.1 105 136 ' 12003250-54* 24.5 U.1560/00811 0.154 0.00441 ^ 24.7 T5.9`� ' 97.5 12005200-97 15.7 1.07 0{}189 118 0D180 00.9 159 212 ' 12006200-68 19.0 0.334 0.00953o�3oz 0.00889 37.2 98.2 128 . 12006200-54+ 21.5 0.158 0.00606__ 0.1640.00502 27.570.9 91.4 -12006102-97 12.1 1.15 0.0162 1.54 0.0292 59.1 140 186 1200S162-68 14.5 0.359 0.00845 0.435 0.0148 34.5 85.1 110 1200S162-54* 16,40.169 _ 0.00543 0`196 0.00925 24.9 60'7 78'1 -1000Scno�7 ` 17.01.240.0283 1'17 0.00924 64.3 139 186 2060S250'68 20.7 0.387 0.0141 0.368 0.00453 40 8 87.2 114 � 10006250'54 �-�23'4 0.184 0.00889 0.176 0'00285 30.6 63.5 82.1 10006250-43* 26,4 0.0891 0.00566 0.0857 0.0018023.4 40.2 = 100oS2080T 14.9 1.26 ' <l020S 1.28 0.0118 77.7 128 ---���- - 10006200-68 18.1 .0.394 0.0105 0.391 0.00579 48.2 81.9 108 10006200'54 20.5 0.187 0.00685 0.184 0.00364 36.0 59.9 77.8 1000S20043° 23.20u902 0.00424 0.0891 0.00231 27.4 43.7 - | -ioVOS1O�97 11.4 1.38 0.0183 1.61 0.0193 79.5 112 155 ' 1OOUg182'O8 13.7 0.427 0.00938 0.467 0.00957 47.1 71.7 S41 ' 10006162-54 15.8 0.200 0.00000 0.214 0.00606 34.3 51.9 67.4 _1000S162'43* 17°6 0.0960 0,00384 0.280 0.00386 _25.5 37.6 - ( > � 8�8006250-97 10.1 1.51 0.0317 1.35 0.O0544 76.9 106 144 ( 800S250-68 19.5 0.472 0.0158 0.433 080365 49.2 68.2 89.8 8006250'54 22.1 0.225 0.00996 0.209 0.00166 37.4 50.2 65.3 8005250-43 2o4 0.110 0.00633 0'103 0`00105 28.8 36.8 -� 800S200-97 14.0 1.54 0.0236 1.44 0.00099 97.6 92.4 136 8006200-68 17.1 0.481 0.0118 0.453 0.00340 61.6 64.2 85.4 8006200-54 19.4 0.229 0.00745 0.217 0.00213 46.5 47.5 62.4 | � 800S20043 21.9 0.111 0.00475 0.100 0.00135 35.6 35.0 -- | � 8OoS2UO-33* 25.20J0481 0,002800.0464 0.000790 26.3 24.3 -- 8006162-97 800S1O2-97 10.6 2'70 0{)209 1.74 0.0116 106 80.1 120 8006162-68 12.9 0.522 0.0100 0.521 0.00509 64.1 56.5 75.3 8006102-54 14.7 0.245 0.00874 0.243 0.00359 47.3 41.7 54.8 800S162~43 16.6 0.118 0.00431 0.118 0.00227 35.5 30.6 - 8006162-33^ 191 0z505 0l0255 0,0498 0.00134 25.8 21.1 - 800613787 8.04 1.89 0.0196 2.31 0.0195 107 70.9 107 8006137'68 9.66 0.581 0.0103 0.653 0.00970 61.6 49.7 66.1 | � 800S137-54 10.9 0.271 0.00667 0293 0.00015 44.0 36.3 47.5 . ( 8006137-43 12.3 0.128 0.00430 0.136 0.00393 32.1 26.3 - { � 800S137'83^ 14.20.0543 0.00255 0.0564 (z00232 22.7 17.9 - . 6006250-97 14.9 1.94 08307 1.66 0.00273 91.3 71.5 103 OOoSuouOD 18.2 0.612 0.0182 0.546 0.00132 59.3 49.2 e5.2 600S250-54 20.6 0.293 0.0115 0.267 0.000821 45.4 36.6 48.0 ' . 600So5o43 23�2 ` 0,143 0.00731 &133 0.000517 35.2 27.1 - 6006200-97 - 13.0 198 O�02Tu 1.74 0.00353 121 61.7 93.5 6006200'08 15.9 0.823 0.0130 0.564 0.00170 77.5 45.1 61.8 �� �� 6006200-54 18.0 0.297 0.00862 0.274 0.00100 59.0 34.5 45J �� �� 000S20043 20.4 0.145 0.00549 0.135 0.000668 455 25.7 - . 6C�����8 23.4 0.0631 0.00324 0.0598 0.000390 33.9 -18'0 - • __ _ _ i II-10 Beam Design for Use with the 2007 North American Cold-Formed Steel Specification LIIII Table II-2 rib=1.67(ASD) Beam Properties4 (pb =0.95(LRFD) SS MA Studs S2v=1.60(ASD) t i C-Sections With Lips 4,, =0.95(LRFD) Maximum Fy=33 ksi, F„=45 ksi Fy=50 ksi, Fit=65 ksi Fully-Effective Section Moment 2 Vn 1 Fya 3 Mnxo 1 Se le Vn 1 Fya 3 Mnxo 1 Se le Mweh Mflange Mnp • _kips ksi. kip-in. in.3 in.4 kips ksi kip-in. in.3 in.4 kip-in. kip-in. kip-in. 600S200-97 11.1 38.8 72.6 1.87 5.61 16.8 57.6 108 1.87 5.61 373 187 125 600S200-68 6.96 37.2 50.8 1.37 4.10 8.56 55.4 73.0 1.32 4.10 132 77.6 60.9 ' 6005200-54 4.38 36.3 40.2 1.11 3.32 4.52 - 50.8 1.01 3.32 71.1 44.6 40.5 6005200-43 2.26 - 28.8 0.873 2.68 - - - - 41.3 24.5 27.6 600S200-33 1.02 20.5 0.621 2.06 - - - - 19.9 11.1 18.2 600S162-97 4.02 40.1 64.1 1.60 4.80 6.09 59.2 94.7 1.60 4.80 384 228 143 6005162-68 3.74 38.1 44.7 1.17 3.52 4.61 56.6 65.9 1.16 3.52 131 91.7 63.7 6005162-54 3.02 37.1 35.3 0.954 2.86 3.12 55.3 50.6 0.916 2.86 67.4 51.9 40.6 6005162-43 1.98 36.3 27.9 0.767 2.32 - - = - 36.7 30.1 27.1 600S162-33 1.02 - 19.1 0.577 179 - - 19.5 15.2 17.2 6005137-97 4.02 41.2 57.6 1.40 4.19 6.09 60.8 84.8 1.40 4.19 150 234 148 6005137-68 3.74 38.9 40.2 1.03 3.09 4.61 51.5 1.03 3.09 50.8 91.5 58.3 6005137-54 3.02 27.5 0.832 2.52 3.12 - 38.8 0.777 2.52 25.0 50.5 34.6 600S137-43 1.98 - 21.3 0.645 2.04 - - - - 12.6 28.5 21.6 6005137-33 1.02 15.0 0.455 1.55 - 5.70 15.0 12.8 5505162-68 3.29 38.1 39.6 1.04 2.86 4.05 56.6 58.4 1.03 2.86 129 81.2 56.4 550S162-54 2.66 37.1 31.3 0.845 2.32 3.01 55.3 44.9 0.811 2.32 66.5 45.9 36.0 5505162-43 1.92 36.3 24.7 0.681 1.88 - - - - - 36.5 26.7 24.1 550S162-33 1.12 16.9 0.512 1.46 -- = - - 19.4 13.5 15.2 ( ) 4005200-68 5.14 37.2 29.5 0.795 1.59 7.79 55.4 42.4 0.766 1.59 125 45.1 35.4 k 400S200-54 4.17 36.3 23.5 0.646 1.29 5.39 - 29.4 0.589 1.29 65.8 26.1 23.6 400S200-43 2.78 16.8 0.509 1.05 - - - 37.4 14.3 16.1 400S200-33 1.56 - 12.0 0.365 0.804 19.4 6.49 11.4 400S162-68 1.43 - 2t7 0.658 1.33 2.17 - 32.4 0.648 1.32 0.00 48.7 35.0 4005162-54 1.51 17.3 0.526 1.08 1.96 - 24.9 0.498 1.07 0.00 27.5 22.1 400S162-43 1.30 - 13.7 0.417 0.870 - - - 0.00 16.0 14.6 4003162-33 0.952 - 9.86 0.299 0.669 - - - 0.00 8.12 9.03 4005137-68 1.43 18.7 0.568 114 2.17 - 27.9 0.558 1.14 0.00 50.5 31.7 4005137-54 1.51 - 15.0 0.453 0.934 1.96 - 21.4 0.428 0.929 0.00 28.1 19.1 4005137-43 130 11.8 0.359 0.754 - - - - - 0.00 16.1 12.1 4005137-33 0.952 - 8.54 0.259 0.580 - - - 0.00 8.57 7.25 3625200-68 4.61 37.2 25.9 0.698 1.27 6.99 55.4 37.3 0.673 - 1.26 123 39.6 31.1 3625200-54 3.74 36.3 20.6 0.568 1.03 5.39 - 25.9 0.517 1.03 64.4 22.9 20.8 362S200-43 2.78 - 14.8 0.448 0.836 - - - 36.3 12.6 14.2 3625200-33 1.64 - 10.6 0.321 0.642 - - - - - 19.2 5.72 10.3 362S162-68 1.06 19.1 0.579 1.05 1.61 - 28.7 0.574 1.05 0.00 43.4 31.0 3625162-54 1.13 - 15.4 0.466. 0.857 1.63 - 22.2 0.444 0.854 0.00 24.6 19.7 3625162-43 1.08 12.3 0.372 0.694 - - 0.00 14.3 13.0 • 3625162-33 0.834 - 8.84 0.268 0.535 - - - - - 0.00 7.26 8.08 3625137-68 1.06 - 16.4 0.498 0.902 1.61 24.7 0.493 0.902 0.00 45.0 28.1 362S137-54 1.13 - 13.3 0.402 0.740 1.63 - 19.1 0.381 0.737 0.00 25.1 16.9 362S137-43 1.08 - 10.6 0.320 0.600 - - - - - 0.00 14.4 10.8 3625137-33 0.834 - 7.66 0.232 0.462 - - - - - 0.00 7.68 6.49 t 1 • IIIIIlIIIIIIIIIII -- r- 1_ i I I i I I I V2. 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