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/ -oo23.0 F070 ski,/ j _LL___1110ananulatit,inc. ENGINEERING RECEIVE I - - -- - - - - - - - -- - -- - - - - - - - - - -- MAY 3 1 2011 - -- - CITY OF TIGARD BUILDING DIVISION STRUCTURAL CALCULATIONS PROJECT: Pacific Crossroads - Bldg A - RTU's PROJECT No.: A11091 DATE: May 24, 2011 PERMIT SUBMITTAL • , PROFt co 0% • G As > 0 Client: • 1 G*, 3PE r�/ Phair Development El 4 r Contents: , o Sketches S1 -S2 �4 C. �: S ��O� � References R1 -R5 Calculations 1 — 5 .01-rprigg 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1 97005 503.620.3030 I tel 503.620.5539 I fax w w w. a a i e n g. c o m • 0 D 0 0 C 0 0 H 104'-0 I/2 21' -10 3/4" , 3' 4 . 31' -1 3/8" / 23' -4" 0 , 23' -10 I/4" , • I 1 1 - I - ix.: I I T.0 SHTHG T.O. SHTHG O EL •16' -6' it EL..16. -8. r.'" ...Allillhilh.....MiliP --.- - mom - — - --I -- -- - 1 6 r II L `'VI. � I' - -- -- —� — 1 -- 1 65 JOISTS IIIMI91 I I 24 oc. ,ulllll�11 45 p of • - -I 1118'.6 -- MI 7 45 pe IIIIIII_1la6.._ I I — ® — .g — - — — — -1 — ' T.O SHTHG _ — J — — r T.O. SHTHG � • E I ' -11 r�l T • SH 0 EL. •14' -11 1/2' - — — ' y � I .' YV El ® EL. 1 •14 . 11 1 2' 0 al — . GL5 1/8x21 (G =I/2" o GL5 /8x30 (G =3/4'7 I 1%2 D GL5 1/8x22 1/2 (G =1/2') c GL5 1/8x22:1/2 ( =I/2 ") I O l — — — -- — — 1 n - - . - — O T.O. G SHTH — — — — — E . SHTH I CENTER \ \\ — — 16° TJI — — 1 \ \ L65 , pIST o ...0 G� — —I — — — \ \\ I - -- 1 O LI = T.•. SF THG — — N — EL. •14 -0 1r 2' , �j al II= I �` I GL5 I /8x16 1/2 lC =1/4 I GL5 I /8x16 I/2 (G =1 ". � 1 - 0 It -_ _ -- _ _ T O SHTHG I if - l I �' I \ T O. SHTHG EL •14' -6 1/2' I' !„ I II „I II EL •I4' - 1/2' 1 TO SHTHG / II I T.O SHTHG T O SHTHG I T O. SHTHG -� EL. ••14'•6 1/2' y EL •14 %6' EL. .14 %6' EL. .14' -6' © 70tt RIGHTS RESERVED DATE I pHEET TITLE THESE DRAWINGS ARE THE AAI afghan associates. ins. Pacific Crossroads – Building A – RTU's DRAWN: 1 PROPERTY OF AN ENGVEERWO CHECKED: 1 S 1 EP D REPRODUCED PI ANY MANNNER R . ENGINEERING Roof Framing Plan FILE EXCEPT WITH THE PR :OR WRITTEN PERMISSION OF AM 4876 SW .30 Drina I6Jb 7 N. I ' 01DL OR I WOOS JOB NUMBER: ENGVEER810 60].620.30]0 30 tot 1 60.1.620.5536 ]8 6u t wwArybp m. OF $I- • ■ • ,---) : • .._Jig em. �lArrF_¢.P¢aoFi,J Z hlor • • I 5y0 ,,J. CoAlnzikc�i ID Coo -p'&M • SEGTioiJ A - • CHIP Peg- L So tJ ITO Q Vio /°p'GuP S (Z) /0X Z s 4-5 � ' Co�e,Jii -S (GAS✓, or�SS ) Pf`kg 14 L Zxzx /2GA OAP/ otz Ss) ( 7. ) #Gx 14: ft-rAr 4 C- L N Gtild i.L %Jim tfAhICee-s 111 � s�rz,e•�s EA. �r/AY .._.� (GAJ, oat. -ss ) A pr qx ode¢, ( %) Jots,- frAtiNG, IL / - / -o • 0 AA afghan associates, inc. PAC- C0055 (LOADS — 61-aG:'}— (LT\IS B D5 Date: P ENGINEERING Project No.: A /log 4875 SW Griffith Drive Suite 300 Beaverton, OR 1 97005 ' 503.620.30301 tel 503.620.55391 fax Q S www.ealeng.com Sheet: J of: Unit Report For Unit 1 Project: Phalr- Pfaffle 05/04/2011 Prepared By: — — — — 04:49PM Unit Parameters Dimensions (ft. In.) & Weight (lb.) *** Unit Model 48HCEA04A2A5 -0A0A0 Unit Length:...... 6' 2.375" Unit Size' 04 (3 Tons) Unit Width: . 3' 10.75" Volts- Phase -Hertz' 230 -3 -60 Unit Height:. 2' 9.375" Heating Type:... Gas Base Unit Weight' 505 lb Duct Cfg• Vertical Supply / Vertical Return ••• Weights and Dimensions are approximate. Weight does not Include roof Medium Heat curbs, unit packaging, field Installed accessories or factory Single stage cooling models Installed options. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Unit Configuration Medium Static Option - Belt Drive Al/Cu - Al/Cu Electro-mechanical controls Standard Packaging Warranty Information 1 -Year parts 5 -Year compressor parts 10 -Year heat exchanger - Aluminized No optional warranties were selected. NOTE: Please see Warranty Catalog 500 -089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48HCEA04A2A5 -0A0A0 Rooftop Unit 1 Base Unit Medium Static Option - Belt Drive Al/Cu - Al/Cu Standard Packaging Electromechanical control, No intake or exhaust option Packaged Rooftop Builder 1.29c Page 4 of 20 gl of R5 • Unit Report For Unit 2 Project: Phair - Pfaffle 05/04/2011 — - •- -- _Prepared By: -- — — -- — 04:49PM Unit Parameters Dimensions (ft. In.) & Weight (lb.) "" . Unit Model: 48HCDA05A2A6 -0A0A0 Unit Length' 6' 2.375" Unit Size' • ........ (4 Tons) Unit Width' 3' 10.75" Volts-Phase-Hertz 230 -3-60 Unit Height' 3' 5.375" Heating Type:.._ ....................................... _................ ..... .......Gas Base Unit Weight 590 lb Duct Cfg• Vertical Supply / Vertical Return ••• weights and Dimensions are approximate. Weight does not Include roof Low Heat curbs, unit packaging, field Installed accessories or factory Single stage cooling models Installed options. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Unit Configuration Medium Static Option - Belt Drive Al /Cu - Al/Cu Electro-mechanical controls Standard Packaging Warranty Information 1 -Year parts • 5 -Year compressor parts 10 -Year heat exchanger - Aluminized No optional warranties were selected. NOTE: Please see Warranty Catalog 600 -089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48HCDA05A2A5 -0A0A0 Rooftop Unit 1 Base Unit Medium Static Option - Belt Drive Al /Cu - Al/Cu Standard Packaging Electromechanical control, No intake or exhaust option • Packaged Rooftop Builder 1.29c Page 10 of 20 • (LL of • • Unit Report For Unit 3 Project: Phoir-Praffle 05/04/2011 - Prepared-mv: — ' ------' . ----------------- 'O4:49Pw WmmPomommte,m Dimensions (ft.|n.) m Weight (|o.)°° Unit Model 48HCDA*$A2A5-0B$A0 Unit Length 6' 2.376" • Unit Size 08 Unit Width 3' 10.75" Volts-Phase'Murtz* 230-3~60 Unit H 3' 5.376" Heating Type Gas Base Unit Weight 650 lb ouctCrg' Vertical Supply I Vertical Return Low Heat curbs, unit Single stage cooling models packaging, ~^~~`^~^=^ ensions are "°"'"' shipping purposes. For exact dimensions and weights, refer to appropriat product data catalog. Unit Configuration Medium Static Option - Belt Drive Al/Cu '4KOu Electro-mechanical controls Temperature Economizer w/ Barometric Relief Standard Packaging Warranty information 1-Year parts 5-Year com parts 1 0-Year heat exchanger - Aluminized No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering information Part Number Description Quantity 48MC0A08*2A5-0a0A0 Rooftop Unit 1 Base Unit Medium Static Option - Belt Drive AVOu'Al/Cu Standard Packaging Electromechanical control, Temperature economizer with barometric relief ' • • • • Packaged Rooftop Builde 1.290 Page 16 of 20 g s 00 &n • . 1 _: -.:.: - :. i::• _:;- ' Knocked -down Roofcurbs for Carrier Part Number: SUBITEAti M icro Met! 48/50 DJ ,HJ,HJQ,LJ,LJQ,TF,TFQ,TJ,TJQ,TM 004-007; 48/50 0537 Series! HE,HEQ 003 -006; 50QJ 004 -006; 48150 GJ 006; 48 GJD,GJE,GJF FORM NO. 1174 DATE:1 /07 006; 48150HM 007; 48150TC A04 -A07 and 50TCQ A04 -A07 Units SUBMITTED TO I COMPANY' 0537 Series Roofcurb Specifications (in inches) DRAWN BY A.L.L. MicroMetl Part No. Carrier Part No. Al JOB NAME' EQUIPMENT- 0537-008A N/A 8 NOTES: 0537 -011A N/A 11 0537 -014A CRRFCURBOO1A00 14 FEATURES 0537 -024A CRRFCURB002A00 24 'Roofcurb sides and ends are 16ga. Opening for thru the galvanized steel. (.058 min.) bottom electrical connections •Gasketing package provided. (4) Insulated •Full perimeter wood nailer. deck pans 1 3/4" Alt. drain hole Blocked top NOTES: comers ------2117-4111111111 _ 1.) Adjustable pitched/adjustable height / curbs and taller curbs are available, 13 7/8" r ` 2.) Attach ductwork to roofcurb. Flanges �/ 3 1116 5 / -" II = ' of dud rest on top of curb. Su pp l y a ir 3.) Roofcurbs are marked with the Carrier A , = Return air part number. \ ✓ _ 13/4° 67 3/8° 4.) The standard MlcroMeti curbs do not `!:I I X� have service plate holes. If they are Corner Detail required, you must specify on the order. 37 3/16" 0 1 3/4" \,465.i 0 NOTE: If using through -the -side of the curb gas or -f— --1- ---".....- electrical connections, you must specify service 1 " � ��' holes are required. Optional service plates: �� -- -4 0815-0537. 1' A _L CROSS SECTION OFCURB 2" kill R % THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICROMETLS WRITTEN CONSENT 1 z MICROMETL CORP. • 3035 NORTH SHADELAND AVENUE, SUITE 300 • INDLANAPOUS, IN. 48228 • 1400. 662-4822 •• MICROMETL SPARKS • 202 SOUTH 18TH ST. • SPARKS, NV 89431 • 1.8004844E62 • SUBMITTAL MicroMeti MICRO -HOLD for Carrier 48 /50TC A/B04- A/B07; Part Number: 60TCQ A04 -A07; 48 /50TC A/D08,A09,A/D12,D14; • FORM NO. 4250 -4P DATE: 3 / 04 50TCQ D08 -D09; 48 /50TF,TM,HJ 004 -014; 0406 -0100 48150HE 003 -006; 60TFQ 004 -014; 5OHJQ 008 -009 UNITS SUBMITTED TO COMPANY: DRAWN BY B.KAHL JOB NAME: EQUIPMENT NOTES: FEATURES: • Manufactured from 16 ga galvinlzed steel • Package includes: • (4) Hold -Down brackets • (48) #10 x 1/2" tek screws (12) per bracket • • Some units may require additional Hold- Downs. • Use of this bracket provides a secure connection of the rooftop unit to the curb, but does not result In a calcu- 111 O lated curb. • When attaching the brackets, confirm there will be no 0 interference with anything on the unit base rail. O O 6" • ]a 0 , THIS DOCUMENT IS THE PROPERTY OF MICRO METL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED VNTHOUT MICRO METL'S WRITTEN CONSENT. MICROMETL CORPORATION • 3836 N. SHADEUWDAVENUE, SUITE 300 • INDIANAPOLIS, IN. 48228 •1 -806662- 4822 -• MICROMETL WEST • 202 SOUTH 18TH ST. • SPARKS, NV 89431 •1$068844662 • C / F 1 �ii si 1C CCo s( OAFS- 6 - PIV Bozo 5a1 'NAM6.5'r - Ci4 A TiGAcGz / 02 72.2.3 LOA WC, Zvio o55c— goof /S psF sc - ZSPaF i owWr/044 g"ry vitic,Jr = uAl tr / = 5 J.1 rr Z 570 v#lrr S = 650 \di/4P t 9Wr1P44 (S sty) , ° 5 6 6.Se> - /2.31Ps+c- .C-olg..-roavitcr = VS. y36ISS a 5 z 0.9(0 S , 0./01 A * 2 .- s (■) - /22. 7s579f 5 � s 0.3/o 59, z 0.190 ¢? 6.0 FP = 0.335- al P 04,-r) 3j 0.25 V (4 (A76 ) 0. zst/ (ob.) _ / 6� • C _/ AA! afghan associates. int PAC. C(ZOSSROADS - -De. A - R I/i By: DS Date: j/0401 l ENGINEERING Project No.: � //09 � 4875 SW Griffith r Drive I Suite 3001 Beaverton. OR 1 97005 603.820.3030 1 tel 603.820.5539 I tax www.ealeng.com Sheet: ' of: IBC2008 (1813), ASCE 7 -05 CHAPTER 11,12,13 SEISMIC DESIGN CRITERIA Response Spectral Act. (0.2 sec) S. = 95.00 %g = 0.950g Figure 22 -1 through 22 -14 Response Spectral Asc.( 1.0 sec) S = 34.00 %g = 0.3408 Figure 22 -1 through 22 -14 Soil Site Class( I v I Table 203-1, Default = D Site Coefficient F.= 1.120 Table 11.4-1 - ; - - - -- Site Coefficient F, =- 1.720 - - -- -- - Table 11.4 -2 -- 1 Max Considered Earthquake Acc. S = F..S. =1.004 (11.4 -1) Max Considered Earthquake Acc. S = F = 0.585 (11.4 -2) ® 5% Damped Design S. = 213(Svs) = 0.709 (11.4-3) • Sot = 2/3(Sw) =0.390 (11.4-0) I Building Occupancy Categorical' Standard ' Table 1 -1 . Design Category Consideration: Flodbe aaDhrasm v - with dig between seismic resisting system >4011 Seismic Design Category for 0.lsec D Table 11.8.1 Seismic Design Category for 1.0sec 0 Table 11.6-2 at < .75e NA Section 11.8 Since Ta < .8Ts (ace below), SDC = D Control (exception of Section 11.8 does not apply) Comply with Seismic Design Category D I IRC, Seismic Design Category= D11 T- R301.22.1.1 129 Equivalent lateral force procedure A. BEARING WALL SYSTEMS T - 122 Seism lc Force Resisting Systems 113. Mkt framed wags sheathed with wood structural panels rated for shear nsistmxe or steel sheets I=1 C,= 0.02 x= 0.75 T- 12.8 -2 Building hi H. 15 0 Limited Building Height (ft) = 85 C.= 1.400 for S of 0.390g Table 12.8-1 Approx Fundamental period, T. = C,(11,,)' = 0.152 12.8-7 T,, _ .289 Sec Calculated T shall not exceed 5 Cu.Ta = 0.213 Use T =10.213 U sec. 0.8Ts = 0.8(S = 0.440 Control (exception of Section 11.8 does not apply) Is structure Regular & 5 6 stories 7 'Ws 1'1 12.8.1.3 Response Spectral Acc.( 0.2 sec) S.= 0.950g Max Ss 5 1.5g F.= 1.12 ® 6% Damped Design S = 3'(F..S.) = 0.709g (11.4 -3) Response Modification Coef. R = 8.5 Table -122 -1 ' Over Strength Factor fl, = 2.5 foot note g Importance factor i = 1 Table 11.5 -1 Seismic Base Shear V = C. W C.= , 41.109 (12.8 -2) or need not to exceed, C. _ ( of = 0.281 For Ts T1 (12.8-3) Spill (12.8-4) or C.= T N/A For T > Ti. C. shall not be less than = 0.01 (12.8 -5) Min C. = 0.55,1/R N/A For S, 2 O.0g (122 - 6) Use C. = 0.109 Design base shear V = 0.109 W Control T -12.14 12.14 Simplified Seismic base shear1 L *M -(rained wails sheathed with wood structural panels rated for shear resistance or steel sheets I ∎ I at 6% Damped Design SOS = 0.709 SDC = D Umilations: P F = 1.1 For two-story building R = 8.5 V = FS = 0.120 W R 13.3 Seismic Demands on Nonstructural Components F 0.4a +2z/h) (13.3-1) S 0.709 (R0 a 2.5 R 8 T-13.5-1 or 13.8-1 i 1.0 13.1.3 z= 15 fl h= 15 ft Fp° 0.355Wp Max F 1.8S = 1.135wp (13.3 -2) 1rt'�p° = 02l3Wp (13.3-3) \ I ( M Fp 0.355 WP 12.11.1 Structural Walls and The horage - F = 0.4OSo 12.11.1 = 0.284(V 12.11.2 Anchorage of Concrete or Masonry structural Walls (lexibfe diaphragm) or F = 400S = 284 shag be z 280 NI l F O.8S (12.11.1) = 0.587 Wp Max Seismic Load E, = flOs t 0.2SssD (12.4.4), (12.4.5), (12.4,8), (12.4.7) . Mere fl. = 2.5 O.2S = 0.142(D) Deflection Amplification factor C 4 Nonbuitding structures, Section 16 Response Modification Coof. R = 3 T- 15.4 -1 or T -15.42 Importance factor I = 1 16.4.1.1 For flexible nonbuitding, C. = S = 0.236 . Min C. = 0.03 (15.4-1) 1 or C.= 0.8 S,I/R = 0.091 (15.4-2) V =0.230W r- For rigid nonbuitding, C. = 0.3 Soy I (15.45 = 0.213 W (15.4-5) • 2 or- 'S* 6.5.15, Design Wind Load on Others Structures F = qz C (6 -27) qZ :00256 Kz Kit Kd -l- — - - -- (8=15) - - - - - Ht. z at the centroid of area Af =15 ft Exp = B Exposure coefficient I4 = 0.57 6.5.6.6, T-6 -3 for MWFR Topography factor lc = 1.00 6.5.7.2 Directionality factor } = 0.85 Table 6 -4 Wind Speed V = 95 mph Importance factor t„,= 1.00 • Table 6 -1 q 11.19 psf Gust Effect factor G = 0.85 6.5.8 Force coeff C, = 1.3 Figure 6-21 through 6-23 Design wind pressure, F /P+ = 12.37 psf 3 oe - - (-) (,.)ir3 a lnhAb= Pt /2.37 Psf(S.$)(6. r 3.? . s. Z r11H� 4 • vZs (z: n) /Iv) oT t O.C. (65o) 391 , 7L9 3917 Jy‘-tt (/./69 -76y )/ 1o3 3 .911 [ ,. Gq G1-Ips 7' ( 4)/o Sit (1,4)1 J c. (z) 370 = 7/o • (1.14rr TO GJW6 h i s 3.7S' \\ PIoT /1.(3,7s-) co19 (% elms S 01 (65-0) 3,9 ' /M., , 7 of *7 ,Jo JPu tt CJtz3 TO sr anti ir-& ■if /Z5/2, ` 5 EA 6-4D {p-) 11 (X 1 stag S 3 v4= ( c /� ti • /DS 11 { woo o / (° 77 a 0.077 ) ALL Zx 1 . /Z CA 333(;15) • CI) AA! afghan associates, ins. Pte. CaoSS 03Pcl7S — 6t-DG A - RI1J s By: Date: MAY ENGINEERING ,d}l�Oqt 4875 SW Griffith Drive 1 Sucre 3001 Beaverton, OR 1 97005 Project No.: 503.620.30001 tel 503.620.55391 fax www.aaleng.com Sheet:_ Y of: liKeXISPEC". Project: Project Type: Type Location: Pacific Crossroads RTU's • Folder: Folder — -- — — -- — Date: 5/24/ - -1- 3:42 -PM — — — — — — RedSpec *" by RedBuiltTM Designer: DS • v7.0.11 Comment: 16" Red -I65TM @ 24" 0/C This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass /Fall Shear (Ib) 47% 1256 2680 115% - All Loads PASS Positive Moment (ft - Ib) 62% 6606 10592 115% - All Loads PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass /Fall Span Live 44% 0.539 1.225 L / 546 L / 240 PASS Span Total 53% 0.868 1.633 L / 339 L / 180 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (Ib) (DOL %) 743 (115) 767 (115) Dead Reaction (Ib) 512 388 Total Reaction (Ib) (DOL %) 1256 (115) 1154 (115) Bearing Flush Bottom Support Beam Wall HANGERS Model Top Face Member Header Size Left None Selected SPANS AND LOADS Dimensions represent horizontal ` design spans. Member Slope: 0/12 4 24'- 6.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115 %) 25 15 • 0 24° Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Tapered psf Snow(115 %) 0 to 25 0 to 0 18' -6.0° to 24' -6.0" Adds To Point lbs Snow(115 %) 135 165 3' -0.0° Adds To NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 Inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBullt recommendations. • E: \2011 \A 11077 \Stru ct\joist. red Page 1 of 1 • The products noted are intended for Interior, untreated, non - corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBulltT" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuiltTM associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBullt"', RedSpec' ", Red -I' ", Red- I45' ", Red- I65' ", Red - 1657' ", Red- I90' ", Red- 190H' ", Red- I90HS' ", Red -L' ", Red -LT' ", Red -W' ", Red -S' ", Red -M' ", Red -H' ", RedLam' ", FloorChoice'" are trademarks of RedBullt LLC, Boise ID, USA. Copyright ® 2010 -2011 RedBullt LLC. All rights reserved. So f-Si • • Equipment Schedule RTU -1 Unit Model: Carrier 48HCEA04A2A5 -0A0A0 Unit Size: 3 Ton Volts- Phase -Hertz: 230 -3 -60 Heating Type: Gas CFMs: 1,200 RTU -2 Unit Model: Carrier 48HCDA05A2A5 -0A0A0 Unit Size: 4 Ton Volts- Phase -Hertz: 230 -3 -60 Heating Type: Gas CFMs: 1,600 RTU -3 Unit Model: Carrier 48HCDA06A2A5 -0A0A0 Unit Size: 5 Ton Volts- Phase -Hertz: 230 -3 -60 Heating Type: Gas CFMs: 1,985 EF -1 Fan Model: Broan B684 CFMs: 80 Quantity: 4 [Page Too Large for OCR Processing]