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Plans (4) • Aw 6 dre 22_ /2417 sAAJ Timber Trusses Knee Braces Glulams Division 6, Sections 06180 Date: 4/30/08 Submitted For: Tualatin Valley Fire & Rescue Station 50 - 'Walnut' • Submitted By: RLD Company Includes: Shop Drawings NO EXCEPTION TAKEN 0 MAKE CO REC;i+INS NOTED Or /4/� REJECTED ❑ REVISE AND fiESt IT %I DAT FIRS :' ; ;ASCADE CORPORATION Checking is only for conformance with the de sir 0 B r'T WED, NO EXCEPTIONS NOTED concept of the NOTE: CHANGES once p project. Architect re pc +�si;;;ii!•+ 9UBSTITUTIO for approved drawings is limited to the extent set ALTERNAT forth in the Contract. Contractor is responsible BY: for dimensions to be confirmed and correlated at the job site; for information that pertains to the fabrication processes or to construction techniques and fo coordination of the work of all trades. BY ?7d 0� PECK SMILEY Errum APICHITECTS I -- 4412 SW Corbett Avenue I POrtl nd, .Oregon 97239 (303) 249-9170 • Connections - 08013 -TVF R Hardware List FOR APPROVAL ONLY.xls CONNECTION DETAILS QTY HARDWARE /STEEL REMARKS CALL OUT 181CONNECTIONS Al 2 S1 4 3/4 "0 X 10 1/4" H.B. I 2 3/4 "0 X 5" H.B. 6 3/4 "0 H.N. 1 I 813/4 "0 C.W. I I 1 9ICONNECTIONS A2 2152 I I 4 3/4 "0 X 10 1/4" H.B I 4 3/4 "0 X 5" H.B. — — — — 8 3/4 "0 H N. I 8 3/4 "0 C.W. j 9 CONNECTIONS A3 21S3 413/4"0 X 10 1/4" H.B 6 3/4 "0 X 5" H.B. I 10 3/4 "0 H.N. 8 3/4 "0 C.W. 9ICONNECTIONS A4 21S4 I 4 3/4 "0 X 10 1/4" H.B. , 213/4"0 X 5" H.B. 613/4"0 H.N. I 813/4"0 C.W. j 1 9 CONNECTIONS A5 2 S5 4 3/4 "0 X 10 1/4" H.B. 4 3/4 "0 X 5" H.B. 8 3/4 "0 H.N. I I 8 3/4 "0 C.W. I j- 9 CONNECTIONS H A6 2 S6 I 413/4 "0 X 10 1/4" H.B. 4 3/4 "0 X 5" H.B. I 813/4 "0 H.N. 8 3/4 "0 C.W. 1 9 CONNECTIONS A7 2 S7 4 3/4 "0 X 10 1/4" H.B. 4 3/4 "0 X 5" H.B. 8 3/4 "0 H.N. 1 1 of 3 4/18/2008 Connections - 08013 -TVF R Hardware List FOR APPROVAL ONLY.xls CONNECTION DETAILS QTY HARDWARE /STEEL REMARKS CALL OUT 8 3/4 "0 C.W. 34 CONNECTIONS B 1 1 S12 1 S13 113/4 "0 X 6" H.B. 215/8 "0 X 5" H.B. 1 3/4 "0 H.N. 25/810 H.N. 2 5/8 "0 C.W. 54 CONNECTIONS B2 1 S15 1 5/8 "0 X 6" L.B. 1 5/8 "0 X 8" L.B. 115/8"0 C.W. 54ICONNECTIONS B3 11S14 1 5/8 "0 X 10" L.B. 20 CONNECTIONS B4 2 S13 1 3/4 "0 X 6" H.B. 1 13/4 "0 H.N. 8 CONNECTIONS C1 1 S10 2 3/4 "0 X 10" H.B. 4 3/4 "0 H.N. I 4 3/4 "0 C.W. 8 CONNECTIONS C2 2 3/4 "0 X 10" H.B. 4 3/4 "0 H.N. 4 3/4 "0 C.W. � 18 CONNECTIONS \ C3 4 S11 4 5/16 "0 X 2 1/2" L.B. 4 5/16 "0 X 5" L.B. 8 CONNECTIONS C4 1 S9 2 5/16 "0 X 2 1/2" L.B. � 1 3/4 "0 X 5" H.B. 1 3/4 "0 H.N. } 2 of 3 4/18/2008 Connections - 08013 -TVF R Hardware List FOR APPROVAL ONLY.xls CONNECTION DETAILS QTY HARDWARE /STEEL REMARKS CALL OUT 6 CONNECTIONS C5 1 S8 2 5/1T0 X 2 1/2" L.B. 1 3/4 "0 X 5" H.B. 1 3/4 "0 H.N. I 11 3 of 3 4/18/2008 Z o - o . - c ZZ 12 (0 17 S Lid Wa�v> • Concrete Reinforcement & Cast -in -Place Concrete Division 3, Sections 03200 & 03300 Date: 4/11/08 • Submitted For: Tualatin Valley Fire & Rescue Station 50 - 'Walnut' Submitted By: Arrieta's Concrete • Includes: Rebar Shop Drawings Concrete Mix Designs ////0/0/ FIRS ASCADE CORPORATION 0 IEWED, NO EXCEPTIONS NOTED OTE: CHANGES SUBSTITUTIO / REVIEWED f7 REVISE AND RESUBMIT ALTERNATTIO �� 0 REJECTED ❑ MAKE CORRECTIONS AS NOME BY: Vender is entirely responsible for performance of his product(s). Corrections or comments made on the shop drawings during this review do not relieve contractor Include rebar for Trash Enclosure, from compliance with requirements of the drawings and Monument Sign, Curbs, Equip. specifications. This check is only for review of general • conformance with the design concept of the project and Pads, etc.. • general compliance with the information given in the contract documents. The contractor is responsible for Need LEED paperwork for forms confirming and correlating all quantities and dimension; per Section 033001.4.x. selecting fabrication processes and techniques of construction:, co his ork with thaat ofa all othe trades; and- performing satisfactory manner. Lewis & Van Vlect Inc. Co 4061 nsu (A lting Enginee Dat R 2 4 L . / _ .. r : i- :;,. .�. • / • •. March 17, 2008 VIA FACSIMILE Arrieta's Concrete Attention: Jeff RE: Concrete Mix Design Submittal Tualatin Valley Fire Station #50 To whom it may concern: We propose to Furnish the following concrete mixture(s) for the above referenced Project: Class of Concrete' Mix Description Mix Design I Proposed Cementations Contents No. 1 3000 Standard mix w /3046 Lev/wine 1308161 Binder #1: 443 Footings Binder#2: 100 3500 Standard mix 1308184 Binder #1: 465 Int SOG Binder #2: 93 3000 Standard mix with Blend 1308248 Binder #1: 491 Ext SOO Binder #2: 80 The above concrete mix designs have been proportioned in accordance with AC1 211, AC1301, AC1 318, and UBC 1905 building codes. Their selection for use was based on the project specifications available to CEMEX at the time of review which may not have been complete. Therefore the party approving the mix designs is responsible for determining that the proposed concrete mixtures meet all the project specifications prlor to approval and use on the above referenced project.' Please forward this information to the appropriate project professional for review and approval prior to concrete placement. CEMEX requests copies of all approved mixture designs prior to jobsite delivery. CEMEX recommends that a pre -pour conference be held at the jobsite prior to concrete placement. All sales of materials, including any concrete mixture, are made pursuant to CEMEXs' Standard Terms and Conditions. Except as expressly set forth in such Standard Terms and Conditions, no warranty is made with respect to the materials purchased from CEMEX or the mixture design. information enclosed is confidential and not to be distributed without prior approval of CEMEX. If you should have any questions, or require more information, please do not hesitate to call, (360) 254 -7770. Respectfully submitted, Don Baisley Estimator Enclosures CEMEX 8705 NE 117th AVE Vancouver WA 98662 360 -254 -7770 fax 360 -254 -0404 • CONCRETE MIX DESIGN rodayre Date: March 17, 20o8 MIX DESIGN CODE: 1308161 Class or Concrete: 3000 psi Sales Description: 3000ps1REG Nn Placement Method: pump or pour Application or Use: Footings Mbc Type: Standard mix w/3o% Lewsvflle Project Name: Tualatin Valley Fire Station #50 Contractor /Engineer Arrleta's Concrete Sub•Contractor. DESIGN CALCULATIONS FOR ONE CUBIC YARD MATERIAL SPECIFICATION • TYPE WEIGHT (SSD) VOLUME Binder 1: ASTM C150 Type I -II 443 lbs. 2.254 cu.ft. Binder # 2: ASTM C618 100 lbs. 0.600 cu.ft. Coarse Aggregate* 1: Canby 1 "-318" ASTM C33 no.56 1260 lbs. 7.620 emit Coerce Aggregate # 2: Canby 3l8 "#8 ASTM C33 no.8 680 lbs. 4.144 cu.ft. Coarse Aggregate # 3: Fine Aggregate # 1: Canby PCC Sand ASTM C33 • 1227 lbs. 7.713 cu.ft. Fine Aggregate # 2: MIXING WATER: Potable, ASTM C94 32.4 gals. 270 lbs. 4.327 cu.ft. AIR CONTENT: ENTRAINED (Entrapped if less than 2.5%) '1.2 % 0.324 cu.ft. ADMIXTURES: (See table below) 0.1 gals. 1.39 lbs. 0.019 suit. TOTALS: 3982 lbs. • 27.00 cu.ft. ADMIXTURES SPECIFICATION - TYPE DOSAGE Admixture # 1: Admbdure # 2: Poaollth 80 ASTM C494 Type A & D 2 t0 6 oz/cwt Admixture # 3: Adm # 4: Admixture # 5: TARGET WATERICEMENTITIOUS RATIO: 0.499 TARGET SLUMP: 4 ( +1" -1 ") TARGET UNiT WEIGHT; 147,47 lbs. TARGET AIR: 1.2% +i-.E% REMARKS: Concrete proportioned in accordance with ACI 211.1 standard practices. This information is CONFIDENTIAL to contract personneL Approval of this nth design carries the inclusion of Rinker Materials on the distribution (War all concrete Nu rmairx Rinker Materials has no authority regarding the approplate application Odds mix Therefore, It is the nuponslbf0# piths project architect, engineer, andror coatroctor to insure that the above mix parameters are appropriate for the antlelpated use and environmental condltioru for she intended pieeementq/tbh ask The mix will mat the stated strength, when test specimens are sampled, fabricated, transported, cured (inWWal & final), and tested In strict compliance with current ASTM Standards, and evaluated for arceptance per ACE standards and practices. DevIallonsfroin ASTM standard methods, sinless aims& authorized on this mir design, invalidates test radix Rinker Materials reserves the tight to conduct third parry resting by an accredited Independent laboratory. Design mix cementitous content is stated as a minimum and Rinker Materials reams the right to increase censeniltious content. Chemical admicauesare added in accordance with the manufaetitre's recommendations, and may be adjusted to maintain mit properties Aggregate weighs may be allotted to maintain yield and design gradations PREPARED BY: Don Balslev Estimator NOTES: CEMEX 8705 NE 117th AVE Vancouver WA 98662 360 -254 4770 fax 360- 254 -0404 /; CONCRETE COMPRESSIVE STRENGTH STATISTICAL ANALYSIS . MIX DESIGN NUMBER: 1308161 DESIGN STRENGTH (1' e) REQUIREMENT: 3000 Concrete Ambient Air 7 Day 28 Day 6 Test Teat SD Test Date Ticket NO Lab Name Temp Temp Slump Average Average Moving 7:28 Day Average Ratio 19 03/11 /06 22008978 MAYES 53 33 8.80 2420 3890 82% 1822 04/22/00 22047886 MAYES TESTING 70 55 3.00 3250 4580 71% 1984 05/04/08 22058056 MAYES TESTING 69 63 5.00 2770 4210 68% 3 02105/07 10133380 MAYES TESTING 55 38 3.00 3320 4990 67% 4 02108/07 10133428 MAYES TESTING 67 49 6.00 2480 4820 4490 51% 73283 05/21/07 22482319 Carbon 65 60 4.00 2.3 3400 6180 4760 68% 73298 08/21/07 120122 Carlson 69 68 3.60 1.1 3400 4890 4810 70% 73407 05/24/07 22487882 Carlson 79 89 3.60 2.2 8510 4920 4980 71% 07.1482 05/24/07 10139189 PSI 84 59 4.00 0.9 2830 4330 4820 65% ' 73828 05/05107 22498996 Carlson 78 65 4.50 1.4 3170 4770 4810 68% 78783 08/11/07 22508134 Carlson 78 60 4.26 1.1 4090 6600 4900 73% 73841 08 /14 /07 22810874 Carlson 74 67 4.60 1.4 3780 5350 4990 71% 73876 08/15107 22512835 Carlson 74 81 3.76 1.1 4180. 6230 6060 80% 9091 08/20107 10149091 CEMEX 77 e1 3.00 1.3 3020 4970 5180 61% 9104 06/20107 10149104 CEMEX ' 77 70 4.25 1.1 2780 4700 6170 59% 73990 06/20107 22517432 Carlson 77 60 3.00 1.3 3170 4810 6010 66% ' 74007 08/20/07 22517881 Carlson 77 88 4.25 1.1 2760 4770 4900 58% 74088 08/22107 10149219 Carlson 80 66 4.50 1.1 2480 4280 4710 68% 74235 06/28/07 22528582 Carlson 80 70 nit 1.8 3210 4160 4550 77% 812 07/11/07 10150612 CEMEX 86 77 4.50 1.4 2800 4350 4480 84% 1006 07131/07 10181005 CEMEX 79 78 3.75 1.5 4020 6490 4810 73% 75126 07/31/07 10161005 Carlson 79 78 3.76 1.5 3770 5090 4680 74% 78388 09/10/07 n/a Carlson 78 82 3.50 1.4 3100 4840 4750 67% 77492 10/18/07 10183227 Carbon 84 80 3.76 1.3 3610 5570 5030 85% •07 -3128 10118/07 22857938 PSI 81 48 3.60 1.5 3470 5290 5220 88% 77991 11/07/07 10168603 Carbon 89 80 5.00 1.2 2360 3670 4850 64% 6835 11/13/07 10185835 CEMEX 64 37 4.75 1.3 3000 4840 4780 66% 5844 11/13107 10185844 CEMEX 89 40 5.50 1.1 2790 4470 4730 82% '07 -3447 11/13/07 1308161 PSI 88 40 3.75 1A 3040 4370 4490 70% "074448 11/13/07 22886043 PSI 70 43 5.50 12 2620 3960 4220 66% AVERAGES: 71 68 4.2 1.4 3153 4732 66% STANDARD DEVIATIONS: 9 13 0.8 0.3 600 600 NUMBER OF TESTS: 30 30 29 25 30 30 PERCENT OF DESIGN STRENGTH: 105% 168% ACI 301 & 318 CALCULATIONS rd .f'c +1.J4 4s. 3,670 FOR REQUIRED AVERAGE STRENGTH (t ' er) : 3,870 J'cr Df'c +Wks -S00 3,670 N igher vaIeeofrvofbr'melct a 8.000 i 5.000 - m!►� . , d' % 3,000 - ____ - e 0- - - - - - - I .�' ° % . 0 . b 2.000 • -- 1,000 ' - ' 0 • . 12/14/2005 31242006 7212 006 10110/2006 1 /182007 4280007 81812007 11/142007 2/22/2008 - - 28.DAYPSI -DESIGN STRENGTH - --ACI (I'a) •0 -•T -DAY PSI -HOMO AVERAGE t , • CONCRETE MIX DESIGN Today's Date: March 17, 2008 • MIX DESIGN CODE 1308184 Class of Cont 3500 psi Sales Description: 3500psIREG Mn Placement Method: pump or pour Application or Use: Mt. SOG Mix Type: Standard nix Project Name: Tualatin Valley Station 850 ContractorrEnglnesr Artiste's Concrete Sub - Contractor: DESIGN CALCULATIONS FOR ONE CUBIC YARD MATERIAL SPECIFICATION - TYPE WEIGHT (8SD) VOLUME Binder # 1: ASTM 0150 Type I -II 465 lbs. 2.366. Binder* 2: ASTM C618 93 lbs. 0.558 cu.fl. Coarse Aggregate # 1: Canby 1.-w8" ASTM C33 no.58 1260 lbs. 7.620 cu.ft. Coarse Aggregate # 2: Canby 3l8 "48 ASTM C33 no.8 680 lbs. 4.144 cu.ft. Coarse Aggregate # 3: Fine Aggregate # 1: Canby PCC Send ASTM C33 1284 lbs. 8.070 cu.ft. Fine Aggregate # 2: MIXING WATER: Potable, ASTM C94 28.8 gals. 240 lbs. 3.846 cu.ft. AIR CONTENT: ENTRAINED (Enttepped If less than 2.5%) 1.2 % 0.324 cu.ft. • ADMIXTURES: (See table below) 0.5 gals. 5.82 lbs. 0.073 cult. TOTALS: 4028 lbs. 27.00 cu.ft. ADMIXTURES SPECIFICATION - TYPE _ DOSAGE Admixture it 1: Polyheed 997 ASTM C494 Type A & F 4 to 20 orllM Admixture # 2: Admixture # 3: Admixture # 4: Admixture # 6: TARGET WATERICEMENTITIOUS RATIO: 0.438 TARGET SLUMP: 6 (+1" -1 ") TARGET UNiT WEiGHT:149.18 lbs. TARGET AIR: 1.2% +1.5% REMARKS: Concrete proportioned In accordance with AC121LI standard practices This iaformaian Is CONFIDENTiAL to cantraclpersonnel Approval ofthis mtrdest a carries the inclusion of Rinker Materials on the distribution listfar all concrete rest result. Rinker Materials has no authority regarding the approplate application orals age Therefore, is the Msponslbilpy ofthe projectarchItect, engineer, and/or contractor to Were that the above mix parameters are appropriate for the anticipated useand environmental candilionsforIke intended placement of thin mho The mix will meet the stated strength, when tat specimens arrse:Out fabricated transpoNe4 cued (initial & final), and tested In strict compliance with eurnrntASTM Standards, and evaluated for acceptance perACl standards and praea= Deviations from ASTM standard methods, tales esparto or:M thsd on this mix design, invalidates test results Rinker Materials reserves the right to conduct third paro testing by on accredited Independent laboratory. Design mix cementitlous content is stated as a minimum and Rinker Materials reserves the right to increase cementitious content Chemical admixtures are added In accordance with the mannfaetare s recommendations, and may be adjusted to maintain mix properties Aggregate weights may be atyusted to maintain yield and design gradations PREPARED BY: Don Maley Estimator NOTES: CEMEX 8705 NE 117th AVE Vancouver WA 98662 360 -254 -7770 fax 360 -254 -0404 / , 7- = i , '... CONCRETE COMPRESSIVE STRENGTH STATISTICAL ANALYSIS • . MIX DESIGN NUMBER: 1308184 DESIGN STRENGTH ( f ' e) REQUIREMENT: 3600 Concrete Ambient Air 7 Day 28 Day 6 Teat Teat 713 Teat Data Ticket NO Lab Name , Temp Content Content Average Average Moving 7:28 Day Average Ratio - - - 1 - : - .... .:•If, 9 1 - 'ayes °sting 1 T. i,.' 2.1' - 35 - 0 2849 08/04/04 10050739 Carlson 69 63 8.60 3110 4740 88% 100511258 08/12/04 10051125 CEMEX 75 88 4.60 1.6 3480 6310 85% P4135.0006 08112/04 21491887 Mayes Testing 76 5.00 3600 4910 73% 04-1898 10/14/04 21558483 PSI 76 80 3.75 1.3 3400 4980 4690 89% P4247 -0004 02/10/05 89213 Mayes Testing 65 30 4.00 2590 4090 4810 83% P4247-0005 02/10/05 21855382 Mayes Testing 61 4.25 3230 3990 4660 81% 50486 04/28/05 21723285 Carlson 62 52 9.78 2880 3340 4260 89% 2375 06103105 2376 CEMEX 88 86 4.28 1.0 4520 5010 4400 81% 9178 06/10105 10079178 CEMEX 87 50 4.00 1.8 4320 6840 4530 77% 9221 08/10/05 10079221 CEMEX 69 88 5.00 1.3 3790 6000 4720 76% 7851 09/15105 7851 CEMEX 73 80 7.60 2.3 3360 4600 4840 73% 6-0733 04/25/08 22/370788 PSI 71 44 7.00 1.4 3030 4280 5030 71% 8.0734 04/25/08 227070958 PSI 71 49 825 1.8 3230 4420 4790 73% "8.1050" 07/07/08 22153168 PSI • 74 88 4.25 1.3 3280 4320• 4520 76% 46- 1081" 07/13106 PSI 71 81 6.25 1:8 3270 4150 4350 79% 6-1152 07/27108 22173545 PSI 72 BO 8.00 1.2 2900 4240 4280 88% 8375 10/05/08 10128375 CEMEX 69 61 -5.00 1.3 3850 5180 4460 75% 8381 10105/08 10128381 CEMEX 87 61 5.50 1.3 3950 4960 4570 80% 87929 10/05/06 10128381 CEMEX 87 61 6.60 1.3 4000 4350 4570 92% 87930 10/05/08 10128375 Carlson 70 51 5.00 1.3 5880 4670 4880 83% "8.1931" 10/30/08 22274088 PSI 63 44 4.76 2.1 3820 5080 4840 75% 70134 12/28/08 22332273 Carlson 82 29 5.00 2.2 3490 4350 4880 60% 70498 01/22107 22351005 Carlson 54 98 4.75 1.5 3880 5350 4780 72% 73207 05/17/07 22478821 Carlson 69 64 5.00 1.7 3830 4470 4780 81% 73408 05/24107 22487160 Carlson 89 65 4.00 1.7 3190 4880 4820 68% 74241 08/28107 120880 Carlson 78 88 5.75 1.8 3280 4400 4690 75% 74242 08/28/07 120899 Carlson 78 88 8.00 1.4 2980 4310 4880 69% 8116 10/15/07 10148118 CEMEX 78 54 5.60 1.2 2730 4380 4480 63% 8122 10/15/07 10148122 CEMEX 75 64 8,25 1.9 2820 4470 4480 83% AVERAGES: 70 63 • 8.1 1.5 3401 4597 74% STANDARD DEVIATIONS: 6 9 0.9 0.3 493 546 NUMBER OF TESTS: 30 28 30 24 30 30 PERCENT OF DESIGN STRENGTH: 97% 131% ACI 301 & 318 CALCULATIONS j'er - j'e +1. 4ks- 4,230 FOR REQUIRED AVERAGE STRENGTH (f'cr): 4,270 j'e'- j'e +LWJer -JOG- 4,270 H igher value of Iwo fomwlas BADE) - - 6000 I' g �wr �� • • 4.000 , ' 5.11.. a- --- • 3,000 . - -_--7' Mil‘ - 11 - d 1.000 -- 0 11142004 911/2004 2117/2005 915/2905 3242006 191100000 412812007 11/14007 8/1/2006 -AD- 211•DAY P8I - DE810N STRENGTH -ACI (t' en -0 -7•DAY PSI •-■MDVINO AVERAGE • CONCRETE MIX DESIGN Todays Date: March 17, 2008 MIX DESIGN CODE: 1308248 Class olConaote: 3000 Ice Sans DescdptIon: S000peIRGBD Na Placement Method pump or pow Application or Use Ext. 800 Mbc Type: Standard nibs vrtih bend Project Namtc Tualatin Valley FNe Stollen #150 Contractar/Englneer Arrleta's Comets Sub-Contractor. • DESIGN CALCULATIONS FOR ONE CUBIC YARD MATERIAL SPECIFICATION -TYPE WEIGHT SSD VOLUME B der # 1: ASTM C15' Type I-Il 491 lbs. 2.4 cu.ft. Binder# 2: ASTM C618 80 lbs. 0.480 cu.ft. Coarse Aggregate # 1: Canby 1"-3/8" ASTM C33 no.58 1280 lbs. 7.820 cu.ft. Coarse Aggregate # 2: Canby 3/8 "-#8 ASTM C33 no.8 680 lbs. • 4.144 ou.fl. Coarse Aggregate # 3: Fine Aggregate # 1: Canby PCC Sand ASTM C33 838 lbs. 5.287 cu.ft. Fme Aggregate # 2: Chinook PCC Blend Send ASTM C33 213 lbs. 1.317 cult. MIXING WATER: Potable, ASTM C94 31.2 gals. 260 lbs. 4.167 cu.ft, AIR CONTENT: ENTRAINED (Entrapped If less than 2.596) 5.5 14. 1.485 eu.ft. ADMIXTURES: (See table below) 0.2 gals. 1.73 lbs. 0.024 Cu.ft. TOTALS: 3824 lbs. 27.00 cu.ft. ADMIXTURES SPECIFICATION - TYPE DOSAGE Admbcture # 1: MB AE 90 ASTM C280 0.1 to 4 ozlcwt Admixture # 2: Pozzolth 80 ASTM C494 Type A 8 D 2 to 6 oz/cwt Admixture # 3: Admixture # 4: Admbdure # 5: TARGET WATER/CEMENTRIOUS RATIO: 0.468 TARGET SLUMP: 4 ( +1" -1'7 TARGET UNIT WEIGHT: 14141 lbs. TARGET AIR: 6.6% +1 -1.6% REMARKS: Concrete proportioned in accordance with ACI 21L1 standard practices. This information is CONFIDENTIAL to contract personnel Approval of this reds design carries the inclusion of Rinker Materials on the distribution lMfbr all concrete test remits. Rinker Materials her no authority regarding the approplate application aphis mit: Therefore, it is the responsibility oythep lent architect, engineer, and/orcoetracvor to Insure that the above mix parameters are appropriate for the anticipated use and ember:n=1al conditions for the intended placement efthis ink The mix will meet the stated strength, when test specimens are sampled, fabricated, transported, cured pnldal AfineD, and tested in stile: compliance with current ASTM Standards, and evaluated for acceptance perACI standards andprae1Ictc Devlallons from ASTM standard mel hods, unless apressly authorfud on this mix design, invalidates rest results Rinker Materials reserves the right to conduct third party testing by an accredited independent laboratory. Design nib: cementkiaus content is stated as a minimum and Rinker Materials reserves the right to increase cemeatitious content Chemicaladmtxrures are added in accordance with the mamtfacture's recommendations, and may be adjusted to maintain mix properties Aggregate weights may be ginned to maintain yield and design gradations PREPARED BY: Don Balsley Estimator NOTES: CEMDC 8705 NE 117th AVE Vancouver WA 98662 360 -254 -7770 Fax 360 -254 -0404 • CONCRETE COMPRESSIVE STRENGTH STATISTICAL ANALYSIS . MIX DESIGN NUMBER: 1308248 DESIGN STRENGTH (l ' e) REQUIREMENT: 3000 Concrete Ambient Air 7 Day 28 Day 6 Teel Teat SD Test Data Ticket NO Lab Name Temp Slurp Content Average Average Moving 7:28 Day Temp Average Ratio 62976 04/20106 10102524 Carlson 78 58 5.00 4.1 3020 4040 75% 1884 04/28/08 10109018 MAYES TESTING 71 48 6.00 6.6 2830 3780 70% 2711 08/13108 10110850 MAYES TESTING 74 84 4.00 6.1 3330 4360 77% 86982 08/07/08 22193176 Cartoon 84 77 4.00 4.0 3010 4070 74% 65983 08/07/08 22192781 Carlson 82 76 6.00 4.0 3080 4300 4110 71% 68103 08/10/06 22197570 Carlson 76 70 4.25 6.8 2810 3450 3990 78% 87057 09/12108 119429 Carlson 80 78 4.00 3.5 2880 4260 4090 68% 87120 09/13108 22231487 Carlson 78 79 3.50 5.5 2970 3750 3970 79% 87527 0925/08 22244783 Carlson 78 81 4.60 8.6 2580 3310 3810 78% 67667 0928108 22246227 Carlson 78 78 5.00 4.8 2470 3270 3810 76% 55075 10104/08 10091749 Carlson 60 50 6.00 6.0 2770 3600 3680 73% 89888 12/14/08 22322739 Carlson 81 58 3.25 4.3 2580 3800 3590 88% 6006 02/12/07 10130006 CEMEX 56 48 4.60 8.8 2890 4280 3890 63% ' 71207 02122/07 22382651 Carlson 58 48 7.76 7.9 3200 4870 3980 89% 71208 _ 02/22107 22382238 Carlson 55 43 4.80 6.0 3560 4780 4270 74% 5 0227107 10133780 MAYES TESTING 82 31 5.00 4.2 3120 4220 4350 74% 71360 03/02/07 22390483 . Carlson 55 41 6.00 8.7 3040 4240 4440 72% 71405 03102/07 22391340 Carlson 87 42 4.00 4.3 3500 8540 4890 54% 8242 03105107 10138242 CEMEX 80 49 8.80 5.0 2910 4190 4790 69% 8286 03/08/07 10136288 CEMEX 85 69 6.75 8.0 3160 4400 4720 72% 71741 03/18/07 22407814 Carlson 62 38 4.50 4.6 3760 4510 4780 83% '7.0708" 03/19/07 22401429 PSI 02 54 4,60 5.4 3840 4880 4870 82% 07.1017 04/12/07 22438273 PSI 60 42 6.00 5.4 3800 4780 4510 79% 7832 0425107 10137832 CEMEX 00 49 5.25 5.0 3150 4680 4810 68% 72852 05/07/07 2245804 Carlson 04 61 6.00 5.7 3610 4280 4580 84% 73148 05/16/07 22476351 Carlson 87 80 6.00 6.1 3550 4710 4620 75% 73239 05/18/07 22480786 Carlson 73 64 5.00 4.9 2420 3560 4400 68% 73405 05/24/07 22488977 Carlson 68 50 5.00 6.6 3020 3980 4230 76% 78120 11/13/07 22888397 Carlson 81 50 6.75 4.2 3870 4980 4290 78% •07.3479 11/15/07 22689146 PSI 83 54 3.75 4.5 3420 4370 4310 78% AVERAGES: 67 57 4.8 5.1 3117 4266 73% STANDARD DEVIATIONS: 9 14 0.8 0.9 428 621 NUMBER OF TESTS: 30 30 30 30 30 30 PERCENT OF DESIGN STRENGTH: 104% 142% ACI 301 5 318 CALCULATIONS j'er af'e +144ktm 3,830 FOR REQUIRED AVERAGE STRENGTH (f ' cr) : 3,960 f'a .f'e +2 3&t - 3,950 Higher value of two formula, 7.000 - - 8.000 - -- 5.000 - ^ - - -- • 4.000. ^_ r O 3.000 1.000 o. . 12/1412005 3124 71212008. 10112006 1118/2007 4128/2007 8/2/2007 11/1411007 22212008 - -28.DAY PSI - DESIGN STRENGTH -ACI (r' cr) • 0 7•DAY PSI •••• Homo AVERAGE • P2 2Z Grero 2 2- ) to 17 6 vi/ Wa l rL v S71" I -Joist Division 6, Section 06190 Date: 4/7/08 Submitted For: Tualatin Valley Fire & Rescue Station 50 - 'Walnut' Submitted By: iLevel Trus Joist Includes: I -Joist Data EVIE VED ❑ REVISE AND RESUBMIT R T EJECTED ❑ MAKE CORRECTIONS AS NOTED y�� 6)14-1--? Vender is entirely responsible for performance of his DATE: preuct;s). Corrections or comments made on the shop FIRST CASCADE CORPORATION dr:�! nngs Ba this review do not relieve r ns IEWED, NO EXCEPTIONS NOTED spe ic o n s with r ;: c: : iS s. or tCaw��ing and F s and E: CHANGES general cart ficst ns. the c ; : i is a. ;' for o V d th e general I '.cra c o pl with � 1. ricc r pro re in the CH ANGES and SUBSTI A general l cor��!iancecs'•':�� =�� the e i:iic:mzt the ion gives n e t in the contract dacum��ts. The caTtrsc;cr is responsible for: `s ng and correlating all ntia and dimension; B Y: sion; *h. � 3 Iti Ada @�1N��� selecting fabrication processes and nd techniques of construction; coordinating his work with that of aH other trades; and performing his work in a sate and "satisfactory manner. Lcr;sr<s Ea Ilea fjfset Inc. Coanu ting Eagineoa 'R 2 2 20v NO EXCEPTION TAKEN it E° :E CC ri S K:;T_D '] REJECTED 0 REEVISE AND RE5in?,ff 0 Checking is only for conformance with the design concept of the project. Architects responsibility for approved drawings is limited to the extant set forth in the Contract. Contractor is responsible for dimensions to be confirmed and correlated at the job site; for information that pertains to the fabrication processes or to construction techniques and for coordination of the work of all trades. By 'Date PECK SMIL ETTLI k1 ARCHITECTS 4412 SW Corbett Avenue • Portland, Oregon 97239 (503) 248-9170 r ✓■ ; , V C z U m N w . 2 �W Z p N NW J -..= N ^ I O c� a. CO r<j a m o CC L d d ft Z Q 3 Q et r. roDa: d. J 3p I a w .0 N Z J� N 0 I Z N 4 . �� Md N l MS 63. Ili N w - I J 2 a. a o= N LLl a a c w 3 iw r� o 0 a.cn W� o o `er V I 3 � �= 3 i�� ,t • 'j N � X z w �a -..a < Q ED -ROFF �3 c ce C VN FO N \ , ` F. S IN I- ��H J 0 a U 5 _ W o N • ORE 1a ÷ F1/ /N A. D . zoo:l-x EXPIRES 12 -31 -09 I N T E R F A C E E N G I N E E R I N G ENLARGED FLOOR PLAN - PLUMBING 1/4 o• 9EET REFERE]ICFlk P2.2 TENSION NIA 1 DRAWN BY Consulting Engineers Uw5 Contact: TVF&R STATION 50 CHECKED BY VICTORIA HAYNES 708 SW 3rd St., Ste. 400 DATE Portland, OR 97204 2-7-08 Project 503.382.2266 OFFICE RP-06 2007 -0432 503.382.2262 DX • r � ..) . - TRUS JOIST® Product eve commercial Package TV Fire & Rescue New Station 50- Walnut Tigard, OR 08- 028287 Reference Documents: 3/26/2008 Title By Date Rev. # Sheets Architectural Drawings Peck, Smiley, Ettlin Architects, Inc. 1/17/2008 NA me Set Structural Drawings Lewis & Van Vleet, Inc. 1/21/2008 NA v.. Set Mechanical Drawings If you have questions, please call the following_ 4-/j /o8 Your Technical Representative: ��GINFF S s / O Dave Schubert c�, q (503) 520 -7106 DRAV� ING SUBMITTAL ' 58383 A Or Project Coordinator: r O Jennie Newman F'' 1 (503) 520 -7405 REVIEW & APPROVAL C MU _._.._�_ _ ._......_ . EXPIRATION: 12/31/Ge J Or Engineering Department: Darren Garbutt (503) 520 -7102 Calculations pp. 1 to 3, Material List p. 1, Drawings pp. 1 to 3 Our engmneenng responsibility is limited to the design of iLevel products in accordance with the above referenced documents based on design loads specified by the engineer of record IMPORTANT (Please Read and Sign Below) • Approve and return this package as soon as possible — trusses will not be fabricated and delivered until approval is received. • All materials shall be furnished by others unless specifically noted "by TJ" herein. • Truss bearings, bracing, bridging, pre- notched plates, etc., must be properly installed as erection proceeds. • USE PROPER SIZE NAILS TO FILL ALL NAIL HOLES IN BEARING CLIPS, BRIDGING CLIPS, BRACING, ETC. 1 warrant that this iLevel Trus Joist Commercial submittal package has been provided to the contractor /installer and responsible design professional and that it has been verified and /or corrected for accuracy of loading information and consistency with building design and dimensions. I agree that any "clouded" items on the shop drawings have been reviewed and correct information provided. I also agree that installation of the materials is the sole responsibility of the installer. Check One (For Revise & Resubmit, note corrections and return without Signature) Approved, no change Purchaser Date Approved, as corrected • By Title * PLEASE NOTE: Corrected set of shop drawings must be returned to iLevel Trus Joist Commercial prior to material fabrication. iLevel Trus Joist Commercial 9205 SW Gemini Ste A • Beaverton, OR 97008 • Mail: 9205 SW Gemini Ste A • Beaverton, OR 97008 Ph: (503) 520 -5025 • Fx: (503) 526 -1937 " ��� TRUS JOIST' � commercial Material List TJ Number 08- 028287 \ Operator Darren Garbutt Project Name TV Fire & Rescue New Station 50-Wal t \ Office Portland Location Tigard, OR \ • Project Coordinator Jennie Newman Delivery D1: TJI's & Accessones Comment Preliminary: Not For Production Plant Stayton Status Out For Approval • Latest Revision : Report Type Check TJI Products 'Joists Quantity Type Series Depth Length Profile . Bevel Lt W.S. Lt Bevel Rt W.S. Rt P.E.T. Footage Notes Notes 1 C 0 14 A TJI/L65 24 24'- 0.00" None Attached Loose No 336.0 1 C 0 11 B TJI/L65 11.88 25'- 0.00" None None None No 275.0 11 ' ' • TJI/L65 11.88 Total 275.0 , 14 ' • • TJI /L65 24 Total 336.0 TJI Products 'Web Stiffeners Quantity Type Series Depth Installation Location Standard Beveled Angle Length Width Bevel Out Notes Notes 1 C 0 44 TJI/L65 11.88 Loose End Non -Std Beveled 18.5 8.813 3.500 1.188 1 C 0 4 TJI/L65 11.88 Loose End Non -Std Not Beveled 0.0 8.375 3.500 0.000 1 C 0 28 TJI/L65 24 Loose End Std Not Beveled 0.0 18.250 3.500 0.000 1 C 0 28 TJI/L65 24 . Att End Std Not Beveled 0.0 18 250 3 500 0 000 TJI Products 'Backer Blocks Quantity Type Series Depth Standard Material Thickness Height Length Notes Notes 1 C 0 12 TJI/L65 I 11.88 Std I PWD, OSB I 1.000 I 8.125 11.880 'Connectors Quantity Type Model Top Face Member Slope Skew Fig. Slope Fig. Angle Fig. Offset NetH Finish Notes Notes 1 C 0 28 H1 MIU2.56 /20 24-N10 2 -N10 1 C 0 7 112 U31OX 14-N10 6-N10 SLU18 1 C 0 7 H3 U310X 14-N10 6-N10 SLD18 1 C 0 2 H4 HU310.2X 14-10d 6-10d SLU18 1 C 0 2 H5 HU310 -2X 14-10d 6-10d SLD18 1 C 0 2 H6 U310 14-N10 6-N10 1 C 0 4 H7 U210 10-10d 6-N10 TimberStrand LSL Products 'Rim Board Lineal Ft Type Size Grade Footage Notes Notes 1 C 0 48.0 1.5x11.88. 1.3E 48.0 1 C 0 38.0 1.5x24 • 1.3E 38.0 48.0 - ' • 1.5x11.88 Total 48.0 38.0 - - • 1.5x24 Total 38.0 'Hardware Quantity Type Description Notes Notes 10 lb N10 (10dx1.5) Nails 2 lb 10d (10dx3) Nails' TeamBuilder v1.64 D1 08- 028287 TV Fire Rescue New Station 50- Walnut 1 of 1 08- 028287- MateriaiLlst.xls Out For Approval 4/1/2008. 9:14 AM • . , / Type -A - ( (, y� J by wayoayerhaousor .,,w.�s•;; 24" TJI® /L65 @ 16" o/c S TJ- Beam ®6.3D erial Number 7004120799 User 4 3/26/2008 Se 11'46:05 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version 6.30 FOR THE APPLICATION AND LOADS LISTED / :© b 23' 9" Product Diagram is Conceptual. LOADS: / Analysis is for a Joist Member. i • Primary Load Group - Storage - Light (psf): 125.0 Live at 100 % duration, 15 0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total / Depth 1 Timberstrand LSL Beam 1.50° " Hanger 1979 / 238 / 0 / 2217 1 24.00 "� N/A Face Nall Hanger None 2 Timberstrand LSL Beam 1.50 "l Hanger 1979 / 238 / 0 / 2217 1 24.00" N/A Face Nail Hanger None -Web stiffeners are required at support(s): 1, 2 See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Strona Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger MIU2.56/16 0/12 0 No N/A N/A N/A 2 Face Mount Hanger MIU2.56/16 0/12 0 No N/A N/A N/A - Nailing for Support 1: Face: 24 -N10 , Top N /A, Member. 2 -N10 - Nailing for Support 2: Face' 24-N10 , Top N /A, Member. 2 -N10 • DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 2193 -2193 3060 Passed (72 %) Rt. end Span 1 under Floor (Primary Load Group) loading Vertical Reaction (Ibs) 2193 2193 3125 Passed (70 %) Bearing 2 under Floor (Pnmary Load Group) loading Moment (Ft -Lbs) 12886 12886 13830 Passed (93 %) MID Span 1 under Floor (Primary Load Group) loading Live Load Defl (in) 0.509 0.783 Passed (U554) MID Span 1 under Floor (Primary Load Group) loading Total Load Defl (in) 0.571 1.175 Passed (L/494) MID Span 1 under Floor (Primary Load Group) loading TJPro 52 35 Passed Span 1 - Deflection Criteria: MINIMUM (LL:U360,TL'U240,ALT:U600 @50.0 psf). - Deflection analysis is based on composite action with single layer of 23/32° Panels (24" Span Rating) GLUED & NAILED wood decking - Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. TJ - Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 23/32" Panels (24" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include' Ceiling - Suspended Ceding. A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES:• - IMPORTANTI The analysis presented is output from software developed by Level® Allowable product values shown are in accordance with current !Level® materials and code accepted design values. iLevel® Engineering has verified the analysis. The input loads and dimensions have been provided by others ( and must be verified and approved for the specific application by the design professional for the project. • -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: • 08- 028287 Darren Garbutt • TV Fire & Rescue Station 50- Walnut I -Level Trus Joist Phone: 503 -520 -7102 Copyright ° 2007 by iLevel °, Federal Way, WA. TJI °,TJ - Beam® and TimberStrand° are registered trademarks of iLevel °. e -I Joist", Pro and TJ -Pro" are trademarks of iLevel °. Simpson Strong -Tie° Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng \Production \08 - 028000 \08 - 028287 TV Fire a Rescue Fire Station 50- walnut \designs \Type -A.sms A . / ` ' Tl • C" • • Y eue4 Type -B • . , byWeyerhaeuser 11 7/8" TJI ® /L65 © 24" o/c TJ- Beam ®6 30 Serial Number. 7005127671 User 327/20081:1801 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 630.14 FOR THE APPLICATION AND LOADS LISTED /1 Member Slope: 4112 Roof Slope4112 • • 111 111 '© b 23' 9" AU dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Pnmary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Wind Load Group -19.0 Live, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live /Dead/Uplift/Total Depth 1 Timberstrand LSL Beam 1.50" Hanger 594 / 376 / -226 / 969 1 12.52" N/A Face Nail Hanger None 2 Timberstrand LSL Beam 1.50" Hanger 594 / 376 / -226 / 969 1 12.52" N/A Face Nail Hanger None -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Strong - Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger U310X U18 4/12 0 No N/A N/A N/A 2 Face Mount Hanger U310X D18 4/12 0 No N/A N/A N/A - Nailing for Support 1: Face: 14-N10 , Top N /A, Member 6-N10 - Nailing for Support 2: Face: 14 -N10 , Top N /A. Member. 6-N10 DESIGN CONTROLS: Maximum Design Control Result Location , Shear (Ibs) 959 -959 2214 Passed (43 %) Rt. end Span 1 under Snow (Primary Load Group) loading Vertical Reaction (Ibs) 959 959 2593 Passed (37 %) Bearing 2 under Snow (Primary Load Group) loading Moment (Ft -Lbs) 5635 5635 7762 Passed (73 %) MID Span 1 under Snow (Primary Load Group) loading Live Load Defl (in) 0.900 1.239 Passed (L/330) MID Span 1 under Snow (Primary Load Group) loading Total Load Defl (in) 1.470 1.651 Passed (L/202) MID Span 1 under Snow (Primary Load Group) loading - Deflection Criteria. MINIMUM(LL:L/240,TL:U180). - Uplift exceeds 200 Ibs for total load. - Bracing(Lu): All compression edges (top and bottom) must be braced at 4' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability [4' o/c due to Primary Application Loads; 8' 2 5/8" o/c due to Wind Application Loads] ADDITIONAL NOTES: - IMPORTANT( The analysis presented is output from software developed by iLevel ®. Allowable product values shown are in accordance with current iLevel® matenals and code accepted design values iLevel® Engineering has verified the analysis. The input loads and dimensions have been provided by others ( and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY( PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. - (Minimum cut length) = (Overall horizontal length) x 1.054 + 3 15/16" PROJECT INFORMATION: OPERATOR INFORMATION: 08- 028287 Karl Mueller TV Fire & Rescue Station 50- Walnut Trus Joist 9205 SW Gemini Suite A Beaverton, OR 97008 Phone : 503 -520 -7127 Fax : 503-526-1937 kart mueller©weyerhaeuser corn Copyright ° 2007 by iLevel°, Federal Way, WA. TJI°, TJ- Beam° and TimberStrand° are registered trademarks of iLevel°. e -I Joist ° ,Pro ° and TJ -Fro" are trademarks of iLevel°. . Simpson Strong -Tie° Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S. \CustomEng \Production \08 - 028000 \0e - 028287 TV Fire & Rescue Fire Station 50- walnut \designs \Type -B.ems • • -' f. ;�V� Type -B DBL @ Hatch Header L by Weyerhaeuser ` -' "� {' e B use r 11 7/8" TJI0/L65, 2 plies @ 24" o/c /cr.' . 6//, TJ -Beam® 6.30 Serial Number 7005127671 User.4 3/27/20081:03.53 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS • Pagel Engine Version: 6.30.14. FOR THE APPLICATION AND LOADS LISTED • • f� Member Slope:4112 Roof Slope4 112 1 • • 6 23'9" A All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 125 75 4' 11" - Hatch Header Load Point(lbs) Snow(1.15) 395 238 7' 11" - Hatch Header Load Wind Load Group- 19.0 Live, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 Timberstrand LSL Beam 1.50" Hanger 957 / 594 / -226 / 1552 1 12.52" N/A Face Nail Hanger None 2 Timberstrand LSL Beam 1.50" Hanger 750 / 470 / -226 / 1220 1 12.52" N/A Face Nail Hanger None HANGERS: Simpson Strona-Tie® Connectors i4 Hanger V f ` v/ID IS Support Model Slope Skew Reverse Top Flange Top Flange Support rC oho .f4 NE -PCO( Flanges Offset Slope Species Top nails: Capacity down• f( ( 1,5 1 Face Nail Hanger ' 4/12 0 N/A N/A N/A N/A Face nails: /41404) j,, -, ' Capacity up. _7 U . 6/33% 2 Face Nail Hanger .AIGNFrp9�IQD 4/12 0 N/A N/A N/A N/A Joist nails: 6`1 Joist brg. cap : © l�� % 7� �3 Web stiffeners required ❑ Yes KNo DESIGN CONTROLS: °°°CCC���lll Maximum Design Control Result Location Shear (Ms) 1541 1541 4428 Passed (35 %) Lt. end Span 1 under Snow (Primary Load Group) loading Vertical Reaction (lbs) 1541 1541 4336 Passed (36 %) Beanng 1 under Snow (Primary Load Group) loading Moment (Ft -Lbs) 8965 8965 15525 Passed (58 %) MID Span 1 under Snow (Primary Load Group) loading Live Load Defl (in) 0.701 1.239 Passed (U424) MID Span 1 under Snow (Primary Load Group) loading Total Load Defl (in) 1.136 1.651 Passed (L/262) MID Span 1 under Snow (Primary Load Group) loading - Deflection Criteria: MINIMUM(LL:U240,TL:U180). -Uplift exceeds 200 lbs for total load. - Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 5" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. [4' 5" o/c due to Primary Application Loads; 10' 5" o/c due to Wind Application Loads] ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by iLevel ®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® Engineenng has verified the analysis. The input loads and dimensions have been provided by others ( and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -Note. See iLevel® Specter's /Builder's Guide for multiple ply connection. - (Minimum cut length) = (Overall honzontai length) x 1.054 + 3 15/16" PROJECT INFORMATION: OPERATOR INFORMATION: 08- 028287 Karl Mueller TV Fire & Rescue Station 50- Walnut Trus Joist 9205 SW Gemini Suite A Beaverton, OR 97008 Phone : 503-520-7127 Fax : 503-526-1937 kart. mueller@weyerh aeuser.com Copyright ° 2007 by iLevel °, Federal Way, WA. TJI°,TJ- Beam° and TimberStrand are registered trademarks of iLevel °. e -I Joist ° ,Pro' and TJ -Pro" are trademarks of iLevel °. Simpson Strong -Tie° Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \Customxng \Production \08 - 028000 \08 - 02828 TV Fire 6 Rescue Fire Station SO- Walnut \designs \Type- Bdbl.sms r :. , . -..__. 7&,P ¢ G. 0-1 F Y 1 0 ,. NT. pity of Tigard • Na v � r e,A. Ap• rov- d Plans f� I A By0 Date ` 27 C. 111 I - I 2-t°I. -7 su cota(b7 - 0. 6 .. L - a . 7 * 4 '))N OFFICE COPY' #C k' .. _ ILEA III• SE "/ Sig NM A N . A .... . -rYP 4 `°r RECEIVED _ MAY 272008 CITY OF TIGARD -t r —1 / 3 --> BUILDING DIVISION 6 C . APPROVAL / REVIEW AUTHORITY: / PLEASE REVIEW THIS DRAWING CAREFULLY / n ,1 47 I IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT I (-'0 / DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL DETAILER ASSUME NO RESPONSIBILITY FOR TILE H E ACCURACY OF TILE —__ - � - —. -- g -- _. U ` . INFORMATION ON THE CONTRACT DOCUMENTS AND /OR ARCHITECTURAL _� I T � _ � f Vl'� 7 o AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY OF THE BUYER UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS TILE AFFIRMATION Or THE APPROVAL AUTHORITY. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT. CHANGES. No. To SHIP Total PC �� LENGTH Adv. WEIGHT VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE P: MARK No.Pc, MARK Feet Inches REMARKS BM Unit Total - REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS - ____ NOT NOTED OTHERWISE, IT WILL BE ASSUMED TO BE CORRECT AS SHOWN, REV. DATE DESCRIPTION: -_-- __ �-- OPEN HOLES: PAINT NOTES: JC's Manufacturing, Inc. 503- 251 -3393 _-- - -- tslc red oxide 8971 SE 76` Dr. 503- 251 -3935 fx • -_-- __ --- Wes G1 .rimer u.n.o. . Portland, OR 97290 - _-- - --- STEEL Epoxy primer per R PROJECT: • No Paint III TVF &R - Statio 50 j I _ --� CO A , Hot dipped THIS DRAWING INCLUDES: ' V r O Ir -_-- -_ --- enized ■ JOB No -_-- -_ --- ARCHITECT : - Arch. Exposed ■ BY: �d CHK. . 1342 -_-- REF. DWG: DATE /2e DATE DWG, No, V t Pill ,........_ • 12 ~ ?Rov (PE yM A K. -, 4 / - . K . -ro tap - - -- - �' - ._________s ct. �,�% � + ---$ .. . . • , • 1 , . ,......._______. I I i &AA/AAy vkS i,r 6. -I; Ali • SIB S6_x_`l 5�,(9 . /' I L 1- ! f p 4(¢f.SC. o'f fobe;44.1 l., • 1 i . . , . , 7 / -- e -Vei iL 'y :\ 0 t c- (a(w"A^ S vs t, ! - O c� ." Q - - -- '1't` v \ A / REVIEW AUTHORITY: J L P LEASE REVIEW THIS DRAWING CAREFULLY IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF TILE CONTRACT � �. � �. V DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL _ �. DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE ( pk �pt INFORMATION ON THE CONTRACT DOCUMENTS AND /OR ARCHITECTURAL 1 AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY OF THE \` — - / / , - BUYER UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS \,r -�� RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION _ _ ` SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY. �\ Look1(�► (� BLIP C �I .... SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT.CHANGES. No. To SHIP Total PC LENGTH Adv. WEIGHT VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE Ship: MARK No.Pc. MARK SCRIPTION Feet inches REMARKS Bin Unit To REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS NOT NOTED OTHERWISE, IT WILL. BE ASSUMED TO BE CORRECT AS SHOWN. REV. DATE DESCRIPTION: -_ OPEN HOLES: Narez, PAINT NOTES: JC's Manufacturing, Inc. 503- 251 -3393 I sic red oxide WELD: G1 p 8971 SE 76 Dr. 503- 251 -3935 fx primer u.n.o. Portland, OR 97290 STEEL Epoxy primer per PROJECT: No Paint TVF &R — Station 50 I _-- - CONTRACTOR : Hot dipped THIS DRAWING INCLUDES: galvanized A BY: Fd CHK. JOB No -_-- -_ -- ARCHITECT : Sleet 1 342 ; REF. DWG.: D /o)e) DATE DWG. No. fir , . - PRo3. �, 3• . I1z • 't _____,_,------vs.-- ( 13/14, 4 . ( 91P-, 1J 1 A ) . . 7 —.-- 't" 1 • m �, 't" • 0 © • . , itil— tilt" 4 I • 7----- \ c tr da (0 4 3 boo' x (22 , . ?Yp of •2 s 4- e ♦ ♦ ' , 1 Alt x•54k 1 - i . APPROVAL / REVIEW AUTHORITY: PLEASE REVIEW THIS DRAWING CAREFULLY . IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT _ __ _ __ _ = _ DOCUMENTS. HOWEVER, R, THE STEEL FABRICATOR AND THE STRUCTURAL • _ - __ I . { .� N' r S N 2 � DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE —�—� _ — - _ — • INFORMATION ON THE CONTRACT DOCUMENTS AND /OR ARCHITECTURAL • - AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY OF THE BUYER. UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION • SHOWN HEREIN HAS THE AFFIRMATION O1 THE APPROVAL AUTHORITY: SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT, CHANGES. No. To SHIP Total PC LENGTH Adv. WEIGHT VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE _ Ship: MARK No.PG MARK DESCRIPTION Feet inches REMARKS Bill Unit Total REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS " NOT NOTED 2 I r1 Ft.lax 5 1 2 . CORR CT AS SHOWNISE, IT WILL BE ASSUMED TO BE REV. ' DATE DESCRIPTION: �� ( O �Q,,� l' ��- / OPEN HOLES: PAINT NOTES: 8971 JC's SE 76 Dr. Inc 503- 251 - 3935 y`�' 1 r �`{ WELD: , t sic red oxide fx G1 ow • primer u,n.o. Portland, OR 97290 _ STEEL Epoxy primer PROJECT: • • • • a"• TVF &R — Station 50 • No Pelts CONTRACTOR : Hot dipped THIS DRAWING INCLUDES: !re-re , galvanized BY: C HK. JOB No. ARCHITECT : Exposed Ind 1342 -- Sle DATE DATE DWG. No. • • . . REF. DWG.: T /0e A. • ,, • • • 1 ----r-' . - I - I , • 5 \‘ s � � It %,- 13 - 4 I - 2 � � v � . IS G, WHE :7% PA 32 - -_ ) � / _y za x � x 1 � � I � _ � APPROVAL NT /REVIEW N THIS DRA AUTHORITY: 4 ( T p PLEASE REVIEW THIS DRAWING CAREFULLY 1 : . - - I . , D � 1 � IT REPRESENTS OUR IIVTERPRETATION OF THE INTENT OF THE CONTRAC Ii( DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCT RAC DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFOR ON THE CONTRACT DOCUMENTS AND /OR ARCHITECTURAL iet L AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY OF THE jr------- . • jr ' I � S N ' • $ 3z �/p�� G � C�� S �� �� �� BUYE NLESS NOTED TO T R. UHE CORARY, OWINN IT � / • 2 �"` ' "��1 RET FROM APPROVAL rT WILL BE ASSUMED THAT ALL INF U____JC1RZ: I G�/ SHOWN HEREIN HAS THE AFFIRMATION Oi THE APPROVAL AUTHORITY. � J SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT CHANGES. ' • • No. To SHIP Total PC LENGTH Adv. WEIGHT VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE SNP: MARK No.Pc. MARK DESCRIPTION Feet inches REMARKS Bin Unit Total REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS NOT t Z A L3)(3)‘ 15 CORRECT AS SHOWN. TED OTHERWISE, IT WILL BE ASSUMED TO BE i REV. DATE DESCRIPTION: 12 T24 SWO 0 Co I(4. 44° fmke.oLe.5 OPEN HOLES: N PAINT NOTES: J JC's Manufacturing, Inc. 503- 251 -3393 WELD: t sic red oxide 8971 SE 76 Dr. 503 - 251 -3935 a G1 C)c�C primer u.n.o. Portland, OR 97290 • STEEL: • Epoxy pan& Per PROJECT: A;' TVF &R — Station 50 • No Pahl • Hot dipped • THIS DRAWING INCLUDES: CIALY• -- galvanized x • Arch. Exposed BY: rd CHK. JOB No. 1342 ARCHITECT : Sleet • • `''� DATE DATE DWG. No. • ii S.1 a 2 3/a ► is REF. DWG.: I / 2. . . I. Z• b p P 11 . -j— 1 : - ii • cJ 13 - A 1D "r: - m . II _ N G all ________ ( 4-4%--- 0 .1 iii --- Z 4. ii , IV X # APPROVAL / REVIEW AUTHORITY: 3 3 INTERPRETATION THE _ 4 Z 4z S� � S (Z.l PLEAS REVIEW THIS DRAWING CAREFULLY _� DOCUMENTS. HOWEVER . TH TEE STEEL AND THE E TRUCTURAL 4 4 • . . DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION ON THE CONTRACT DOCUMENTS AND /OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY OF THE BUYER UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS • - RETURNED FROM APPROVAL IT WILL B _ -. =_ - -. _ -- E AS UME THAT ALL INFORMATION _ J S D a ._ -....- SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY: in PI ii MO J 3 — — �:, ���„�� SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT,CHANGES. No. To SHIP Total PC LENGTH - Adv. WEIGHT VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE SNP: MARK No.Pc. MARK • DESCRIPTION Feet Inches REMARKS DIN Unit Total REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS • A NOT NOTED OTHERWISE, IT WILL BE ASSUMED TO BE 8 3 A p4,,,LG er CORRECT AS SHOWN. REV. DATE DESCRIPTION: S G. "1 't% $34. 0 OPEN HOLES: Nam, . PAINT NOTES: JC's Manufacturing, Inc. 503- 251 - h F. 14 '` 4 4% t sic 8971 SE 76 Dr. 503 - 251 -3935 fx t G Ft.. 14- k CD o $ • - • s WELD: G 1 ow X primer u.n.o. Portland, OR 97290 STEEL - Epoxy primer per - 16 3 Su D d 4 PROJECT: . '' TVF &R Station 50 - A$ 6 No Painl . CONTRACTOR : Hot dipped THIS DRAWING INCLUDES: • P4 5Teer) • galvanized Ate. Exposed BY: pd CHK. JOB No. 1342 ARCHITECT : Sbe! • DATE DATE DWG. No. 10/S I I Z. R EF. DWG.: T /Ge 3 • - ' A . p • +12 ' - Licl -1 � c r, y Irk 1% \/4" S totg a r . for Made It • � �.' 6L-u - 1, GuT I I(v P �,3 11 • . ,....... dt)(4 945, 1 . ... . fcw 1 .t.'' - . `J -o 314 314 d' __� _— P__. _�__- �___ -- - , ■1 m • • IA4 ?`3 . ( F /s ) t2 _ it .._ . P64 4- �O'Z 3 . ,26X3 - rip, 311.13) (4.) ,I , P5 Two, VIA) 3 in 5 “0 L � , J 1 2 • 11'2 - 5 G 2 t P I� ° O 310 i. / i . � +11. - 0 1 1 • 7/- -- , APPROVAL / REVIEW AUTHORITY: PLEASE REVIEW THIS DRAWING CAREFULLY • • IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS.' HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL 1 A R 1 1 • (15 5 x 5 x51.4, x 2 / 2 DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE . INFORMATION ON THE CONTRACT DOCUMENTS AND /OR ARCHITECTURAL / 3 I `` fi AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY OF THE S WN `r /I� 6) ' t/ • BUYER. UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS �,(� v t l RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION I, . F� I SHOWN HEREIN HAS THE AFFIRMATION Of THE APPROVAL AUTHORITY. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT CHANGES. ' • No. To SHIP Total PC LENGTH REMARKS Adv. WEIGHT • VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE DESCRIPTION �P: MARK No.Pc. MARK Feet Inches Bill Unit Total REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS NOT NOTED OTHERWISE, IT WILL BE ASSUMED TO BE • 1 1/1 11 A Rai. J S 5 x 5 x 3 t c sc4 C, t1 CI CORRECT AS SHOWN, REV. DATE DESCRIPTION: . 4 p 1 a 11 x 514 1 2'.7• OPEN HOLES: • - PAINT NOTES: JC's- Manufacturing, Inc. 503- 251 -3393 • 4. P 2 ti. k 5 W ELD: 1 s1c red oxide — . 8971 SE 76 Dr. 503- 251 -3935 a 4 1 4- k 8 . 0 B G1 ow __primer u.n.o. Portland, OR 97290 - S TEEL - E poxy primer per yea 4 P 5 Z„ X CO I 1. STEEL 2.4 I'-4) Ivo a d 3 500 N+ u.J - Looms. - - No Paint TVF &R Station 50 • • CONTRACTOR • Hot dipped • THIS DRAWING INCLUDES: TS Cai Arch Ed BY: pd CHK. JOB No. 1342 1 ARCHITECT : Steel DATE DATE DWG. No. • REF. DWG.: T /� • 11 • • • • • . fop d 61)6 1307GM e bu.LArti VP €. t . Z 2 3� 3 /PB''t 11 6V (0 3 r • I 6V0 3160 6 n d' P2 —�... 31 • 1 it 14 rte— Fifa - - -- �� _ ` -, rn MI ..--L - - en I IZ� 31� I; Us 3 P5 t x C) 3 4 , , 0 2 PI ?I /pp, rug 1 14) 1 3 1/� 1 • • 3,6P . 11 % 5 vii}I = to • D 3 P40) - c -ral,. 56/ fin. e 4x(,0 1117a. • • • . 0. APPROVAL / REVIEW AUTHORITY: PLEASE REVIEW THIS DRAWING CAREFULLY • IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL • • • • • DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE . INFORMATION ON THE CONTRACT DOCUMENTS AND /OR ARCHITECTURAL 11 .49° (i.S5x5x3t` x - . ) . I BUY UNLESS NOTED TO THE CO ON THI DR AWIN G , W IT IS r I / • - RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION • • R - - W N S1 l (+ I3 3 ) IR eat), SHOWN HEREIN HAS THE AFFIRMATION OIL THE APPROVAL AUTHORITY. OP* SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS • AFTER FIRST SUBMISSION.WILL BE CONSIDERED AS CONTRACT. CHANGES. No. To SHIP Total PC LENGTH Adv. WE B VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE P� MARK No.Pc. MARK DESCRIPTION Feet Inches Ira Unit Total REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS NOT NOTED OTHERWISE, IT WILL BE ASSUMED TO BE 1./2 Al A R /l_ ' Ts 5 x S x k, SG I E MG 1 ` CORRECT AS SHOWN, REV. DATE DESCRIPTION: • dt Pt it Is. * 5 1 11.1. OPEN HOLES :. Ia1, - PAINT NOTES: JC's Manufacturing, Inc. 503- 251 -3393 PZ �1 K 5 — l tic red oxide ' 8971 SE 76 Dr. • 503 -251 -3935 fx 4- P 3 4 x 8 0 8 WEL D: S1 ow primer u.n.o. Portland, OR 97290 • $ P 4 F. 14 x 4 0 • to • STEEL- • Epoxy Pier Per PROJECT: 4- P 5 12 x co I 2 • - No Pahl TVF &R - Station. 50 • 1k • i'1. 0-ND, 5Tuo 0 3 5141P N e {gj - I.400 id. CONTRACTOR • Hot dipped THIS DRAWING INCLUDES: 'TS " BY: pa CHK. JOB No, • 1342 ARCHITECT ; Steel 1 — DATE DATE DWG. No, I� • REF. DWG.: /0e, - I • • • • • • 111' `..: �: I 25g - t + 0 - a 4-12' - 1 : • I * v g - +r i 6 -- ,- 6 W _LAM Gvr I � ( _ v . _ . PI -- L.... e'er'" �9� � p 4 (2.) 4 . 14 ■ . iszO_ y 3 110 3 149 1\ 1 3 II tcylco, . t- m s,._. _.�_ • I r4 r 0 • -0 erf • 7 P5 A 1 4 4 x 3 c F/S) /'.-"--- ° x 31,V 3 . I� CoZ � 11 9 a21" = Io l -a ` v . 4p / i 1 � r i ., -`� I2 . 1+ • O I Z APPROVAL / REVIEW AUTHORITY: PLEASE REVIEW THIS DRAWING CAREFULLY -- . IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT e 1 DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL 13 A K/L 1 5 7 X 5 ?. 3 t Z /Z . INFORMATION ON THE N CONTRACT DOCUMENTS AND/ R AR ACCURACY OF THE - 7 ? L x ` - / t O STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY IILITTY O� F THE 4 5 We INN i? BUYER. UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS I E , RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION • L - Opp. v' . SUBS QUENT CHANGES TO INFORMA SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT, CHANGES. ` No. To SHIP Total . PC LENGTH Adv. -WEIGHT • VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE • SNP: MARK No.Pc, MARK PTION Feet axes REMARKS BIB Unit Total REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS . Si NOT NOTED OTHERWISE, R WILL BE ASSUMED TO BE • 2 I. 3 A a* L S X x 51 6 5 G I ` tMCI E. • . CORRECT AS SHOWN. REV. DATE - DESCRIPTION: IIII' � - VI- OPEN HOLES:. io 11D • PAINT NOTES: JC's Manufacturing, Inc. 503 -251 -3393 C2 � 0 5 WELD: S1 sic red oxide 8971 SE 76 Dr. - 503- 251 -3935 a VIM 1 ¢ 0 t G1 oxx primer u,n.o. X Portland, OR 97290 • STEEL - Epoxy prtrner per • ROM 1 4 • 4 O lO SDKS. PROJECT: • t- PS _ �- • z k (o -1 2 - - - No Paint TVF &R Station 50 • - 1 2A 1. ( 0 3 � �' I N � �. C ONTRACTOR : Hot dipped • THIS DRAWING INCLUDES: C°‘ Arch. Exposed BY: Ind CHK. : . Exp BY . JOB No. 1342 • DATE DA DWG No. A . . • REF. DWG. T / 043 l 3 . _ _ . . • • ■ ...---- V CI iff_____.- ,' ' o -o + r I•at + V FY 3 -roe 5 %11W Cort a<a -I IoMe 1 ' • ii # i ' P R °vl o 3 131I to O Pao in « P1 w� p� � . 3 4• � � I I Sett • 0 3ia lal. , !114t.5 j % n \ , . ' li i 11E111 (.4 NI , _____ f-- , - --- -?...■ P1 (.1.) p #7.. ...„—_,.....• il it PP , Fl - ilk i ' . 4** . rh6 C 3V " IS .4 . .. 1. \ -- :' (2) .f.-, � Ro t to 3 t(o . V 1. SIM, � -. S . . . - IL 314, (. , 13/ •'L Pq (-1) B D � • . ISO 1 A Pi (-2-) e 541 N`- / APPROVAL / REVIEW AUTHORITY: PLEASE REVIEW THIS DRAWING CAREFULLY • • . IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL l4- A • DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE • ( S INFORMATION ON THE CONTRACT DOCUMENTS AND /OR ARCHITECTURAL " X 5 • n X O 6 - AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY OF THE - - - i'; �j� BUYER. UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS • �� RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION ' SHOWN HEREIN HAS THE AFFIRMATION O1 TIM APPROVAL AUTHORITY. • . SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT, CHANGES. ' No. To SHIP Total PC LENGTH • REMARKS Adv. WEIGHT VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE Ship: MARK No.Pc. MARK Feet biches 13111 Unit To REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS NOT NOTED OTHERWISE, IT WILL BE ASSUMED TO BE 5.X S X 3110 Sc?.1 . CORRECT AS SHOWN. REV. DATE DESCRIPTION: I 7 P Z. f .s 2 Nam', x 5 d S - OPEN HOLES:. _ PAINT NOTES: JC's Manufacturing, Inc. 503- 251 -3393 4 1 `4 K o WELD: � ,� 0 t s e red oxide 8971 SE 76 Dr. 503- 251 -3935 fx P 8 It 3g x 5 o A mer u,n.o. X Portland, OR 97290 P 4 STEEL - Epoxy primer per I 1 q R- I4- k . "1- C� PROJECT: . i pi() 1 n $I . O ■1 . No Paint TVF &R Station 50 • CONTRACTOR . Hot dipped THIS DRAWING INCLUDES: Col e F 1s,s galvanized BY: CHK.. f ^l' �� u � ARCHITECT : Arch. �� JOB No. 1342 �'�' � y !T�''G 0 1 L :e,r � � REF DWG.: __ DATE , DATE DWG No 14. Sleet .. . . • . / -12' - } 0•.0 ; + - ;,� (0vIDE. r+ ?RoVt0C No 1 °? d 1$1T f u1 _ f - s� ,� G 4 3 1 • 1 falq C�i u•Corr1 / / , . P6� G _� P1 -.— ' �'� Z �Z' • • 01 3140.v grk _N �_L/.__ _— s t — L_ . t--- �� ,• .. N 3 V P Z P$ • ,� > 3l ° 3 , 2 3 pl". ..../ pI (Z) cA pe, \. e . • • # 4 S t it°‘ • — .1. ____.. - r . 4____ . 1 PZ P7 (1) � �► . z VWI - APPROVAL / REVIEW AUTHORITY: PLEASE REVIEW THIS I IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT - DOCUMENTS. HOWEVER; THE STEEL FABRICATOR AND THE STRUCTURAL - DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION ON THE CONTRACT DOCUMENTS AND /OR ARCHITECTURAL A •T5 5 x S R 3 I c� . x • > 0 - AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY OF THE — BUYER. UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS • • - I wi RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION • • SHOWN HEREIN HAS THE AFFIRMATION OI~ THE APPROVAL AUTHORITY. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS • - . AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT. CHANGES. -No. To SHIP Total PC LENGTH Adv. WEIGHT VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE • aip:- MARK No.Pc. MARK DESCRIPTION Feet Inches REMARKS • Bill Unit To REQUESTED WHERE.INDICATED. IF EACH VERIFICATION IS - NOT NOTED OTHERWISE, IT WILL BE ASSUMED TO BE t.. I G : CORRECT AS SHOWN. REV. DATE DESCRIPTION: All= IIII MAINE 1.. P1. 5 • OPEN HOLES:. PAINT NOTES: JC's Manufacturing, Inc. 503- 251 -3393 3 14 $ 8 — tslc red oxide 8971 SE 76 Dr. 503- 251.3935 fx wl_LD: Co Q G1 0XK X prImer o.n.o. ' Portland, OR 97290 i STEE • Epoxy primer per , 1 4 4- 0 PROJECT: TVF &R Station 50 a 3 5 o 5 No Paint . • CONTRACTOR : - Hot dipped THIS DRAWING INCLUDES: (O\ PEAR R ' • p2 - galvanized 9Y CHK. JOB No. lIllIllIllIllIllIll 1. �. �� ARCHITECT: Arch. �d 134 i DATE f� DATE DWG. No. • V T REF. DWG.: / IS • • • • i h O (I c± Gap-3-s0-4\ ® lit_ sccr. ( .. • ( ------Y e.) / M I . A Co 4 . �[ 1 - 0 • a - APPROVAL / REVIEW AUTHORITY: n , PLEASE REVIEW THIS DRAWING CAREFULLY • IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT • - rl( a DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL I DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE • INFORMATION ON THE CONTRACT DOCUMENTS AND /OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY OF THE • • BUYER. UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS RETURNED FROM APPROVAL TT WILL BE ASSUMED THAT ALL INFORMATION • ' V SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT, CHANGES." No. To SHIP Total PC • LENGTH Adv. WEIGHT VERIFICATION OF DIMENSIONS, DETAILS. ANO ETC. ARE SNP: MARK No.Pc, MARK Feet Inches REMARKS Bill Unit Total REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS NOT NOTED OTHERWISE, IT WILL BE ASSUMED TO BE It M l A - Co 4 51 , O • CORRECT AS SHOWN. REV. DATE DESCRIPTION: OPEN HOLES: . PAINT NOTES: JC's Manufacturing, Inc. V 503- 251 -3393 1 sic red oxide - 8971 SE 76 Dr. 503- 251 -3935 fx • • WELD: G1 ow primer 1.0.0. Portland, OR 97290 STEEL • Epos primer per PROJECT: s°eC' TVF &R — Station 50 No Paint ' Hot dipped THIS DRAWING INCLUDES: 1- • ] 'S ' CONTRACTOR : galvanized p BY: pd CHK. JOB No. . 13 42 ARCHITECT : - A . - Steel DATE DATE DWG. No, M 11A3 6 1 REF. DWG.: ,T /� 1 1 1 • • • A it' 5 a24 = 1o' -o IZ • o (6) • / y' 2 , ( 2 c 'el..(F(5) P °C-- N A _____._. 6 1 A I• . r .,______. 6 Al■V r APPROVAL / REVIEW AUTHORITY: • 1 M /2. PLEASE REVIEW THIS DRAWING CAREFULLY IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF TILE CONTRACT AA_ / DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL • f . % x ^ `o k ' 2 1 - 0 12 ^� (p DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE / , INFORMATION ON THE CONTRACT DOCUMENTS AND /OR ARCHITECTURAL A ND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY OF THE 2 :. j C . • V 1 'L - O YJ BUYER. UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS Y� N `� RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION .i. SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL'AUTHORTTY: SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT CHANGES. • No. To SHIP Total PC .RI LENGTH Adv, WEIGHT VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE gyp: MARK No.Pc.. MARK Feet - Inches REMARKS Bill Unit To REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS • A ` 1 Z NOT NOTED OTHERWISE, R WILL BE ASSUMED TO BE 2 MI. A - 36 O CORRECT AS SHOWN. REV. DATE DESCRIPTION: (D 'L1 — do — 12 0 . OPEN HOLES: PAIN NOTES: JC's Manufacturing, Inc. 503 - 251 -3393 1 B p&- 9.. 315 $ Z 1 Z 0 • 1 - sic red oxide 8971 SE 76 Dr. 503 - 251 -3935 fx WELD: sn primer u,n.o. Portland, OR 97290 • STEEL Epoxy p per PROJECT: V TVF &R — Station 50 No Pahl CONTRACTOR Hot d dl . X Arch. Exposed THIS DRAWING INCLUDES: t � coiz asc S - I �2 �N ( ARCHITECT : BY I �d CHK. JOB No. 1342 SbN DATE DATE DWG. No. . I4 15 / A5,1 REF. DWG 4i Mt �, � I • • , ` 5 ,„RUCTUp 1 P , t R E OF It 6 t • .k v • I •,. ' ' i $.% it: ^. I (19 ) POST TO SUPPORT 2 -0 DLL MAX. � PARABOLIC DISH. 1, + - --- DISH TO BE MOUNTED BY • O R E G o . OTHERS TIGHT TO POST r ------e_________ . S -VAN - -- - - c (* r ¶ 2 • ._ I EXPIRES 6 - 30 - 08 $ d ° I HSS2X2XI /8X10-0 —�— % I 1/4 X 4 X 0-I1 PLATE W/ (2) p� 1 5/8 DIA. BOLTS AT 8 O.C. J � SEE ® FOR MORE INFO. 13 CO I — cJ ` I - P - -- _ 11 ,t 1 3/16D 1M c '► 3/16V • ,i ; cs- i. Li „ 3/8 X 8 X I2 SIMPSON °A35° , ; PLATE EACH SIDE , : , ^ 4A-L—V, • ____11,4. 1 *IPC , 3/4 DI.4. A301 THREADED 3/16 D TYP. ROD - COUNTERSINK BOLT ` APPROVAL /REVIEW AUTHORITY: HEADS I MAX. PLEASE REVIEW THIS DRAWING CAREFULLY ' 1/4 X 8" X 12 PLATE NTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT W/ (4) 3/4 DIA.. S.• HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL 6 X 6 POST AT y BOLTS R ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE HSS BRACKET I I __ 3/8 X 12 PLATE 1-6 ION ON THE CONTRACT DOCUMENTS AND /OR ARCHITECTURAL M LOCATION DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY OF THE 3. ' - -- ESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS ' HSS 4 X 4 X 3/16 , ROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION TYP. - PROVIDE V EREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY. %N I/4 CAP PLATE AT T CHANGES TO INFORMATION SHOWN ON THESE•DRAWINGS ALL ST SUBMISSION WILL BE CONSIDERED AS CONTRACT, CHANGES. No. To SHIP Total PC ENDS • • 91iri i Ship: MARK No.Pc, V MARK DESCRlP —/` C <TYP. Pt �j n �— REV- DATE D ESCRIPTION: M 11 rz wl 11/2° 1 ■A. T 5 Bit 3/16 D (TMP• TYP. I Manufacturing, Inc. 503- 251 -3393 1j - 3 971 SE 76 Dr. - 503- 251 -3935 fx • � G _,.� I ANTENNA BR4ICKET DETAIL. 3ortland OR 97290 re ' RSi B52I2 -2 I = I,-m° �ROJECT: ..n_ 3 b TVF &R — Station 50 LEWIS & VAN VLEET INC. TVF&R STATION 50 FEB. 11, '08 'HIS DRAWING INCLUDES: $ P k IT ,� 32 CONSULTING ENGINEERS , 12585 WALNUT ROAD 7 1 Y: �d CHK. JOB No. ;F_ 8880 ew oones rood 1342 3 S �ualoti,. b on 97082 TIOARDI, OBEC90N L_- " r , 503 ' 885.5505 phone ITE a DATE OWG. No �3 1385.1200 �2oe � ANTENNA BRACKET .DETAIL RS1 21111 kg • 1 \07132 \RSFEB11- R51.dwg, 2/11/2008 9:06:45 AM I V - • • • • • . Ii.D6, 54 1 1- I( " r / 4 t i CC L (1 Do$t • • • .1- 1 A (. . . i • • • % • 7' 6 AtV • APPROVAL / REVIEW AUTHORITY: I I PLEASE REVIEW THIS DRAWING CAREFULLY 114- k I I � IT OUR CUMENTS HOWEVER, THE SSTEEL ABRICATOR AND O TIM STRUCTURAL gg 'y�p ` � INFORMATION ON THE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL in C J AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY OF THE • BUYER. UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS • RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION • SHOWN HEREIN HAS THE AFFIRMATION O1 THE APPROVAL AUTHORITY. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT. CHANGES." No. To SHIP Total - PC • LENGTH Adv. WEIGHT VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE • SNP: MARK No.Pc, MARK DESCRIPTION Feet Inches REMARKS BIG Unit To REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS NOT NOTED 2 O �y CORRECT AS SHOWN. ISE, IT WILL BE ASSUMED TO BE REV DATE 1 DESCRIPTION: 1 3s % 8 1 2.11. OPEN HOLES:. N PAINT NOTES: JC's Manufacturing, Inc. 503- 251 -3393 1 sic red oxide 8971 SE 76 Dr. 503 - 251 -3935 fx • WELD: G1 ow primer u.n.o. Portland, OR 97290 • STEEL Epos primer per PROJECT: • • • - TVF &R — Station 50 • • No PeIM • • • 2 � CONTRACTOR • H fag . � l CO 1 2CP . A1 1 g ewerdzed ot dipped BY: CHK. THIS DRAWING INCLUDES: 2 GL.v. ARCHITECT : Arch• Exposed It JOB No. 1342 Sleet DATE DATE DWG. No, . • VIZ A • IoG REF. DWG.: T /0 M4 . • . - • F. • • . . . %, %, t " 4- 5 �-� pLitl. (4) / • • �2 x S Au, iep , + /Jot . N C4 t 3 C L ` ZZZ7=1/023 A r 1---- • C- . • — \ 97_____:. • It . 4- .64 EA- . le > - f APPROVAL / REVIEW AUTHORITY: • PLEASE REVIEW THIS DRAWING CAREFULLY IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT _ • . 1 X • ) Q Qt7� • DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL ,�, A {{ S x ' • % N i ' `G4X/Y� , DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE / INFORMATION ON THE CONTRACT DOCUMENTS AND /OR ARCHITECTURAL • - AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY OF THE BUYER. UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS RETURNED FROM APPROVAL TT WILL BE ASSUMED THAT ALL INFORMATION • SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY. • SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT, CHANGES. No. To SHIP Total PC �� LENGTH Adv. WEIGHT VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE • • &IP: MARK No.Pc. MARK Feet Inches REMARKS Bill Unit Total REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS __ NOT (0 1 � - X S S CORK CT AS SHOWN'SE, IT WILL BE ASSUMED TO BE REV DATE DESCRIPTION: (0 124) � oPENHOLES: � PAINT NOTES: _ 89 71 S 76�' f Inc. 503 - 251.3395 . � p� WELD: e ow t sic red oxide 393 a primer u.n.o. ) � Portland, OR 97290 STEEL Epoxy primer PROJECT: "' TVF &R — Station 50 • No Palnl _ Hot dipped - THIS DRAWING INCLUDES: 15A6144m. , • galvanized J OB No. ARCHITECT: Arch. Exposed BY: �d CHK. 1342 /\ - Steel DATE - DATE DWG. No. • Co /A s. 1 REF. DWG.: 4 / cce. M S • • _` ; 'Z. - 0 - L . 51(04A 1 1 1 N fo a T V b = I - Co s �P LCK,/1► -'(E. / /�lo f - - • _� ?' 1 Pd . , . ( . - isi 4 3t-) " 6 I ) 4 3 •� .... P '�''� 1g 3- to Pb q/ d 18 r ( i • • A ! ^ APPROVAL / REVIEW AUTHORITY: I C PLEASE REVIEW THIS DRAWING CAREFULLY IT R EPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT 14 - __- -.._.._ ___ -- -- = - - - - -- -: .. DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL ��� -7 � / DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE (oriD•) , INFORMA TION ON THE CONTRACT DOCUMENTS AND /OR ARCHITECTURAL IS T AND STRUCTURAL DESIGN DRAWINGS. THIS I THE RESPONSIBILITY OF THE • BUYER. UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS ' • RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION - . SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT CHANGES. ` No. To SHIP Total PC LENGTH Adv. WEIGHT VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE SNP: MARK No.Pc, MARK DESCRIPTION Feet Inches REMARKS • BiG Unit Total REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS - • //�� Q NOT NOTED OTHERWISE, IT WILL BE ASSUMED TO BE Co • V (oP 5cz cr CORRECT AS SHOWN. REV. DATE DESCRIPTION: 6 ft I4 x - 2' ' 014 OPEN HOLES: f�1 PAINT NOTES: JC's Manufacturing, Inc. 503- 251 -3393 • dO Islc red oxtde - 8971 SE 76 Dr. 503- 251- 3935 CO dig I � �G Sa' Afor eN= WELD: G1 o)QC primer o.n.o. X Portland, OR 97290 • C _ • ela 1 Q. 4- primer — _ - STEEL Epo per PROJECT: • � � TVF &R — Station .50 .. - No Palo, - CONTRACTOR : 1 Hot dipped THIS DRAWING INCLUDES: 13e/441A . gn CT galvanized BY: , . CO ,i � , / ,� 0 ARCHITECT : SSteel Pied ' . �� CHK: JOB No , 1342 o n 1A 4 / / /� DA T E R DATE DWG. No. M /_ (/ Ake) • I REF. DWG.: T / 1 1 1� • • j � � ro L SNOp LeoPre. • 'fYP Q a, 4 . • -114 3 2 , 31 y - ii 5 + pol,l• l�'1, o. 0, T24,01 VS ,. r ) •CYP, a . \ -r 17c ! . l . ♦ I 7 N _ri N • m II / 1----\., f :712 I _— • • HN „,--Nyt Nip .,,,, . _ __________, fc- , - „-- . , 2 �24�24 f l�� G / p _ Vuo. GYP. • Jil_L-1_5:1__________ � p ' / APPROVAL / REVIEW AUTHORITY: �� J ��. PLEASE REVIEW THIS DRAWING CAREFULLY _ .._._. -- _ - -� _ - -_ ------ - -__ -- - -.----- -___ -- _--- .__._. __.. _ . IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT 1 % d DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL Ni A ' y1/-- D e ti�Z a _ /ck- ---_- a • ' - DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE • -----.- —_- _ _ - -- - ._.._:.- _ - ... . __ _ ..... _ • INFORMATION ON THE OUMENTS AND /OR ARCHITECTURAL __�_— _ ____ -_._, _ 4 _ , ___ _ AND STRUCTURAL DESIGN DRAWINGS D . THIS S IS THE RESPONSIBILITY OF THE BUYER. UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION • SHOWN HEREIN HAS THE AFFIRMATION O} THE APPROVAL AUTHORITY. • SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACT CHANGES. No. To SHIP Total PC LENGTH Adv. WEIGHT VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE SNP; MARK No.Pc. MARK DESCRIPTION Feet Inches REMARKS &Q Unit To REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS . wr NOT NOTED OTHERWISE, IT WILL BE ASSUMED TO BE A 4 :u _ c CORRECT AS SHOWN. REV. DATE DESCRIPTION: MIENIMINFILII I 1 OPEN HOLES: I 1 ep PAINT NOTES: JC's Manufacturing, Inc. 503- 251 -3393 3 • F "f -R-4 v 1 0 1 -- 1 sic red oxide 8971 SE 76 Dr. 503 - 251 -3935 fx b � 4 ._ 'L. 2 A 4 1t” • _- .� 'P S ' 1r, WELD: G1 o) primer u.n.o. Portland, OR 97290 II 1 0 ' 2. _a S STEEL Epoxy artier Per : - PROJECT TVF &R — Station 50 • No Paint CONTRACTOR : dipped THIS DRAWING INCLUDES: I&E i 'Berri & e, pc, 0 ARCHITECT _galvanized ::r CHK. O. 1342 R DATE REF. DWG.: R /� ill A • • ■ • QM 1.4" ` / • ' �, ; - RAC- G¢INa { 12 4s'i T ol II —' - 1 '-‘ r II 1 13 ii G Lei - l , re.- • i 1 (1(. 4 i ,_ ..,,,- - �, � � a \ 6,0it•. I 12. 01.4) DcTA'L Iv- T , (J,( il 1 I i \ .... , • ?° - M - LA Dom - Rgthr I i / W ` li r a ,it. ✓ke.-��? ort. S f l.t• — - Ll. �/��ZpJ �� 't�s��'(, 3 t(0 V i La•lakv "ALAI PP Lx(44 r) L ite- Z PLEA E APPROVAL / REVIEW AUTHORITY: REVIEW THIS DRAWING CAREFULLY ict- ■ \ . i IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL = / a� DETAILER ASSUME NO RESPONSIBILITY FOR TILE ACCURACY OF TILE r INFORMATION ON THE CONTRACT DOCUMENTS AND /OR ARCHTTECTURAL - X _ _ j i AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSIBILITY OF THE - ■ BUYER. UNLESS NOTED TO THE CONTRARY, ON THIS DRAWING, WHEN IT IS RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION _ -� . 13/40 @ 7, G , O, La e t SHOWN HEREIN HAS THE AFFIRMATION OI4 THE APPROVAL AUTHORITY. �1 SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS CONTRACTCHANGES. No. To SHIP Total PC REMARKS Adv. WEIGHT VERIFICATION OF DIMENSIONS, DETAILS, AND ETC. ARE Strip: MARK No.Pc, MARK Feet Inches Bil Unit Total REQUESTED WHERE INDICATED. IF EACH VERIFICATION IS - `` NOT NOTED OTHERWISE, IT WILL BE ASSUMED TO BE QI'' W MSS ' LA ODell CORRECT AS SHOWN. REV. DATE DESCRIPTION: • 2 ,&, F' 3b 2.12. 21. s-r�l►�yER -s OPEN HOLES: f PAINT JC's Manufacturing, Inc. 503 -251 -3393 • - -- -- -(D b ` dO 0 - I 4 t G1 ow WELD: s/c red oxide 8971 SE 76` Dr. 503 - 251 -3935 a ry a, ; d • p�, L4 x3�z.X S,S,1 to 0 ZIP z y%0 • rimer u.n.o. II Portland, OR 97290 • 4.11 Rea . 1. 0; R (J I,C� s STEEL Epox prlrner Per III PROJECT: '�-, - ,. , 11 , 4 / TVF &R Station 50 ' ..- CONTRACTOR : • Hot dipped THIS DRAWING INCLUDES: ¶ - Vf� s galvanized JOB N o. C �, ARCHITECT : ArchSEx�posed BY: �d CHK. 1342 VN- - O / DATE DATE DWG. No, Co 11.0 14-ac �i l 0 4 _ I /R, A- O 1 REF. DWG,: 4/ M a A . I d 2OV F Orr° z PECK SMILEY ETTLIN• architects SHOP DRAWING /SUBMITTAL REVIEW Submittal: Steel — 05100 & 0550� heet: 1 of 1 Contractor: First Cascade Corp ate: May 21, 2008 MAY 2 7 2008 From: Jeff Bringenberg Project: TVF&R Station 50 - Walnut 503.417.7612 CITY OF TIGARD PSE Project #2602 jeff @psearchs.com BUILDING DIVISION Note: Checking is only for conformance with the design concept of the project. Architect's responsibility for approved drawings is limited to the extent set forth in the Contract. • No Make Revise & • • Item • • Exception ,Corrections Rejected • Taken Noted Resubmit 1) See submittals for comments except as X follow. 2) Antenna Bracket — DWG. M3: Revise per X attached Detail RS1. 3) Mezz. Access Ladder: 14 Ga. Diamond -grip Strut -type Ladder Rungs per 1 /RA -01. X Steel rod rungs not allowed. 4) 5) 6) • 7) Code: 1. Not approved product or manufacturer. 2. Not in accordance with Contract Documents. 3. Insufficient information to review. J: \06\2602 TVF&R Walnut \CA \submittals \reviews \02840.doc 4412 SW Corbett, Portland, OR 97201 tel 503.248 9170 fax 503 248 0223 www.pseorchs corn : , Metal Fabrications Division 5, Sections 05100 & 05500 Date: 4/29/08 Submitted For: Tualatin Valley Fire & Rescue Station 50 - 'Walnut' • Submitted By: JC's Manufacturing, Inc. Includes: Steel Shop Drawings DATE: 4 /7 �9 P 08 FIRST C 9CADE CO ORATION ❑ R WED, NO EXCEPTIONS NOTED REVIEWED 0 REVISE AND RESUBMIT OTE: CHANGES ❑ REJECTED If MAKE CORREC11ONS AS NOTED SUBSTITUTION Vender is entu ALTERNATES e y responsible for performance of his gy product(s). Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and Column dimensions will be general specifications. This check is only for review of general nrwiahc design concept o the en and verified and provided prior geneeral al compliance compliance e with s the information giviven n in the contract documents. The contractor is responsible for: e release of confirming and correlating all quantities and dimension; fob to th iction selecting fabrication processes and techniques of construction; coor his work with that of all other trades; and performing his work in a safe and satisfactory manner. Lewis ft Van Vleet Inc. Consulting Engineers MAY 09200 1C_ Date