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Specifications /(f e, >c3 mac/ S"-c' S7 907,2 /kz . STRUCTURAL CALCULATIONS FOR BIKRAM YOGA 15957 SW 72nd AVE TIGARD, OR 97224 -- ROOF MECH UNIT -- PROFFs��o 12, :7 e ORE ON s ✓�'r ts 190 x-C? E. NoR0 A EXPIRES:12/31/14 `, Contents Summary SI Details A- D1 -D4 Gravity Calculations GI -G2 Lateral Calculations L1 -L2 Contact Person: John E Nordling,PE Enclosures El - E3 NORDLING Proj. No.: 13-103 STRUCTURAL BSM YOGA ROOF MECH UNIT = ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:MAR 2013 By:JEN Sheet No.: COVER SUMMARY ROOF TOP MECHANICAL UNIT SEISMIC REVIEW 2010 Oregon Structural Specialty Code Seismic Occupancy Catagory II Site Class - D Seisimic Design Catagory - ID Ss = Si0.936 = 0.336 Sas = 0.102 Sol = 0.381 There is one new roof mounted mechanical unit. weight 925 lbs TOTAL,INCLUDES CURB length width 3'-1" height 34' •NORDLING Proj. No.: 13-103 GA STRUCTURAL ROOFc--lYUN TIT kOs" ENGINEERS, LLC PAC TRUST _, ! 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:MAR 2013 By: JEN Sheet No.: S1 . , II : ____1 11 i --1 i f _I I%- '' /%s / ' ,/,' ' • / / / // ''r-----1 i 1 , —i ,' , / / •• , /A , 7' • - /\ •/2' / ' • /4 /' 7 ./// 707://,/ • ,• /\,/,/' 'e \- / '' • ,r-----1 • ‘• / ' / \//' • / l' I -'\ • / / '• / \/(,\• / • ' / ' / / -• z• / • , .2\t_ 1'177: , I ' / • /ss/ • /'/ '/A • / / / / ' / • /2\ 1 ", \/ / •//\/ • • /\/ ' . 7 / / / ' s • / • , :;-1-------i—-->,I ----"; •// ,/' • /X/',,•• //s / '. -//s,/z7 •//\/ ' ' /s //' • / II—: I..----/-- ///' •' ,//s\//' 7 //'`//7,.• //' // • ,, /\ /•• / ,/)</•• ,• ,/>//://• ,,,,///s\\ --:-7\/ ' • /' /' 7 /‘"/' 7 /\/ / ' \/ 7 41)//' • / / ' 71\, 7 •// <-7 />/\/' •• //` / '• ,/>5/ 7 • /`, ‘ • / ' //\,/,/ •//s,\//' ' /;\ ,./- \/. 7 •r '' '• / '// • 7\7/ •• / %NO; ../ / ' //r ' •• / " //' •• / .\s\. . s( ' •• /s'/ ' 7 /‘s ' 7 / ' '.'//‘</' 7 / s /' ''' \/./ 7 ,/ \/ / •// ' 7 •/>s/ '. 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Nuiko 1 EXPIRES:12/31/14 NORDLING Proj. No.: 13-103 • BIKRAM YOGA /1 ( STRUCTURAL ENGINEERS, ROOF MECH UNIT LLC PAC TRUST Date:MAR 2013 By:JEN Sheet No.: DI 6775 SW I Ilth,Suite 200•Beaverton OR,97008 1 , _1 I 0 I1 11 I— (E)GL 311015 H i I 1 ii ii ii ^r i II �I ii , r r F2-1 II II II ii H 0 !! !! I L it x, ii iIi I� 11 ..1 H I II r r II II 1 II r r i r H U LJ r r _ II II II 11 r i i-,J 1.1 II k 1J E1 4x8 WI SIMPSON 'U46' EACH END. E (2) 2x6 W/ SIMPSON 'U26-2° EACH END. 0 2x6 U)/ SIMPSON 1U26' EACH END. 2 RE-SUPPORT (E) 2x6 WI SIMPSON 'U26', TYPICAL. to PRO, /, 11;4/ 12,1: v. I 4 , OREGON J 5 ROOF FRAMING DETAIL ✓u6,4, 1 NORM,"\-- E.I EXPIRES:12/31/14 1 400 NORDLING Proj. No.: 13-103 BYOGA STRUCTURAL ROOF�MECH UNIT '4 . -A ENGINEERS, LLC PAC TRUST 6775 SW 111th.Suite 200•Beaverton OR,97008 Date: MAR 2013 By: JEN Sheet No.: D2 4111111100. .., 0 (4) STEEL BRACKETS UJ/ (4) "10 x 1/2' TEK SCREWS TO CURB a (4) "10 x 1/2' IN.010 TEK SCREWS TO UNIT BASE RAIL MECHANICAL UNIT fr. .1 os of CURB 92 WOOD SCREWS 912' o/c ---- __ft'a__------- -- ----- -- -- --.— -- -- Ia -- - --- - — - 1�) lAi i II p l i 1 L---~--(E) GL GIRDER � 0 PROFF��/o 1 187 1 ` , . a. OR GON 0 DETAIL/{�1 I^ , t S• 0-� y� NO?9\- I EXPIRES:12/31/14 1 NORDLING Proj. No.: 13-103 AM STRUCTURAL ROOFMEdYOGA UNIT 4 '',V,P5C ENGINEERS, LLC PAC TRUST 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:MAR 2013 By: JEN Sheet No.: D3 MECHANICAL UNIT 0 r "12 WOOD SCREWS--� CURB \. / LEVELING CURB g12" a/c 7, FLASHING 4 ROOFING BY OTHER: I U( t B 181 10 1 1 _ r-=a I a i i'"—(E) GL PURLIN i- (E)GL (E)GL PURLIN_, 4,-- -MECHANICAL UNIT I I ��;�•—UNIT BASE RAIL i i '.:,,:. � �--92 x 34;" SCREW 771\----s___.-8,' x 8' x I6ga STRAP, \ It10) PROs c8, ONE EACH SIDE 2 •,197 "12 x 3' SCREW SELF OI TAPPING SCREW 4tr OREGON* i ✓O ''°4 i' 15, '95' - DETAIL y" F. NORo` I EXPIRES:12/31/14 II IP 5r NORDLING Proj. No.: 13-103- STRUCTURAL Roo HYT C ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: MAR 2013 By:JEN Sheet No.: D4 I I0 I I l I l l l f l l l I I I I I I I I i 1 I { I f I I 1 I I I I I I I I 25.0' I NORDLING Proj. No.: 13-103 BIKREC1 YOGA STRUCTURAL ROOF MH UNIT 4 ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:MAR 2013 By:SEN Sheet No.: G1 A CURB SUPPORT 5 (E) GL PURLIN P5F PSF P5F P5F DL LL Ta) DL LL TW 10 25 2'-0' 10 25 S'-0' ROOFING 7.0 psr 5NEATI-1ING I.S psf INSUL 1.5 psf PM 925 Ib, MECH UNIT CEILING 2.2 per MISG 2.5 per P 250 1b5 525}bs/4 = 230 lbs 10 psi' PM 925 lbs MEGia UNIT I1UM 155 pir 525 I125/(3' • 2) P wM W IIIIIIIli w 111III ,, IIIII1 11111111111 i-11 1 11 '101 S'-0' J. 24'47' 4x8 DF-L No.2 GL 3 1/8 x 15 DF 24F R1 R2 RI R2 R DL 104 104 RDL 980 980 LL 452 413 LL 2,640 2,510 _ TL 556 517 m 3,620 3,490 brg L 0.25" 0.24" brg L 1.78" 1.72" V MAX 556 lbs Self Wt V MAX 3,620 lbs M MAX 1,358 ft-lbs 6.03 plf M MAX 21,738 ft-lbs V (d) 510 lbs V (d) 3,270 lbs I fv 30 < 180 psi fv 105 < 276 psi fb 531 < 1,170 psi fb 2,226 < 2,641 psi Si Si A DL -0.01 A DL -0.41 A LL -0.07 ALL -1.08 L/+999 __ L/272 ok_ ok ATL -0.08 — ATL -1.49 L/+999 L/197 CR 1.00 CL 1.00 CR 1.00 I CL 1.00 CD 1.00 Cf 1.30 CD 1.15 Cv _ 0.96 1 NORDLING Proj. No.: 13-103 ' BIKRAM YOGA STRUCTURAL ROOF MECH UNIT i ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton 0R,97008 Date:MAR 2013 By: JEN Sheet No.: G2 riUSGS • • Earthquake Hazards Program 2005 ASCE 7 Standard Location 45°24' 19.08"N Ss and Si=Mapped Spectral Acceleration Values 122°44'56.34" \V 15957 SW 72nd Aye,Tigard,OR Ground Motion Ss 0.936 Si 0.336 Occupancy Category II Site Coefficients Fa 1.13 Site Class D Fv 1.73 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa* Ss 1.054 SMI Fv* Si 0.581 Design Category(SDC) D SDs (2/3)Skis 0.702 SDI (2/3)SMI 0.387 Air Side HVAC Eq= 0.279W+0.2 SDS W • ap 150 Rp 6.00 W :Weight of Unit Fp 0.4•ap •SDS •Ip 1+2 ? Y3' R Iz) z= 20.0 ft ASD FP— 0.35 WP->*0.7 0.246 z= 24.0ft FP= 0.40 WP->*0.7 0.279 FP MIN= 0.3 SOS IP WP = 0.211 WP->* 0.7 0.147 FP MAX= 1.6 SDS IP WP = 1.12 WP->* 0.7 0.787 NORDLING Proj. No.: 13-103 BIKRAM YOGA STRUCTURAL I.: ROOF MECH UNIT 4 ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200'Beaverton OR,97005 Date:MAR 2013 By: TEN Sheet No.:Ll EQ 130 Ibs vss• W: ifish2:6„lbs Height 34" Weight 925 lbs Length 5'-7' unit 569 lbs ` -1 Width 3'-1" economizer 255 lbs Curb 14" curb too lbs VeQ � POI. VEQ=0.279'�`925 lbs+0.2* 0.702'� 925 lbs 258 lbs =258 lbs+130 lbs T=258 lbs x(14"+3V/2)/37" T: 3 lbs + 1301bs/2 - 0.6* 925 lbs/2 = 31bs Net Uplift V=258 lbs (4) STEEL BRACKETS W/ (4) 010 x 1/2' TEK SCREWS TO ROOF CURB 4 (4) 010 x 1/2'. TEK SCREWS TO UNIT BASE RAIL. -ok- 012 012' o/c SCREWS FROM CURB TO FRAMING BELOW. _ok_ NORDLING Proj. No.: 13-103 • BIKRAM YOGA STRUCTURAL ROOF MECH UNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:MAR 2013 By:JEN Sheet No.: L2 CURBS & WEIGHTS DIMENSIONS - 580J*04-07 (cont.) STD. UNIT CORNER CORNER CORNER CORNER C.G. HEIGHT UNIT HEIGHT WEIGHT (A) WEIGHT ID WEIGHT IC) WEIGHT (D) 1 LBS. KG. LBS. KG. LES. KG. LDS. KG. LBS. KG. X Y 2 ` 580J-04A 483 219 111 50 125 57 131 53 116 53 39 11911 23 (5841 16 3/8 (4161 580J-05K 537 214 121 56 139 63 145 66 129 59 39 (9911 23 (5841 17 14321 580J-06A 569 256 131 59 147 67 154 70 137 62 31 (3911 23 (5841 17 1/4 (438) 580J-07A 652 296 150 68 169 76 176 80 157 11 39 (9911 23 (5841 20 1/8 1511) COlttl A CORAEA 6 e O ' I ( :-..T. , • ii. , ' I t(A411A I ' CI 1 1111111 nco - - e floc, '11 -=: " . oo 1 Coital 0003%EAC FROMT ! TOP C08599 Fig.2- Dimensions 580J''04-07 4I1X C08337 Fig.3-Service Clearance LOC DIMENSION. CONDITION 48"(1219 mm) Unit disconnect is mounted on panel A 18"(457 mm) No disconnect,convenience outlet option 18"(457 mm) Recommended service clearance 12"(305 mm) Minimum clearance 42"(1067 mm) Surface behind servicer Is grounded(e.g.,metal,masonry wall) B 36"(914 mm) Surface behind servicer Is electrically non--conductive(e.g.,wood,fiberglass) Special Check for sources of flue products within 10—ft of unit fresh air Intake hood C 36"(914 mm) Side condensate drain Is used 18"(457 mm) Minimum clearance 48"(1219 mm) No flue discharge accessory Installed,surface Is combustible material D 42"(1067 mm) Surface behind servicer Is grounded(e.g.,metal,masonry wall,another unit) • 36"(914 mm) Surface behind servicer is electrically non—conductive(e.g.,wood,fiberglass) Special Check for adjacent units or building fresh air intakes within 10—ft of this unit's flue outlet. 18 1 CURBS & WEIGHTS DIMENSIONS - 580J*04-07 33-318 NOTES: [8481 1. DIMENSIONS ARE IN INCHES DIMENSIONS IN ( I ARE IN MILLIMETERS. - 2. s CENTER OF GRAVITY , , 3. DIRECTION OF AIR FLOW ECONOMIZER HOD) (4 - IOPTION.ALI [4C6] 4 • ! I / ��allt RfTUdNIAIR ., �� 1652)8 10-0/B 4.1 [2111 �1`\�\\- i�� Ilio,n TORN \�� _ �. { r AIA 44 11171 �.\ /� E ALT. I 21.3/8 K CONDENSATE (1411 S DRAIN 0200541 Z II B.ASEPAN 77-3/4 MIT [61312 56-118 f i [4111I I I SUPPLY C) 18-1/8 14-1/4 12-1/4 t -�_ AIRCO (459) [3531 [3721 SEE T810 THEI 6-1/4 I If) 11 + BASE CPA41 11511 • _ } a- 25 '-SLOE 3-3/8 11261512.- 0-1/2-- (8351 [1027 ROOD [851 12657 ----- 12-1/8 r 1-i/4 32-1/4 TOP 13771 I 1311 [8181 -.--18.112 - t .1_1 [4101 # r E STD.- Il[ ILTER 1 1- CON1E.NSATE CONTROL CON INDOOR BLOWER 0(4(8 ACCESS PANEL ACCESS • 25-1/8 ' C - .rt [6381 % OOTSIDE 3 042111d RETURN AIR 11-3/8 AIR SUPPLY AIR 02891 3� OFACTORS ' 0 1-• 1, [33974 INSTALLED 6-1/8 -... _ - DISCOIVECT , [1551 • 1 ,� l --"6-5/8--- t 7 C 6 oo �� �� . [1E81 (1711 01521 IIIP 26.3/4 RAS DIE 04101E [8811 OAF.OVETRIC 35-1/8 -8-3/0 3101-1/4--.- RELIEF [7641 12131 SUPPLY - 14-3/8 0861 • AIR AIR RETU4N 11FRO1iT RIGHT Z II .. . 4.5/0 FILTER ACCESS P/9EL (1181 (TOOL-LESS) CORP. II[ • - . • I ACCESS CONDENSER I10411 COIL CONDENSER =_ I� ICCTAICAL INDOOR COIL COIL —— D1(CTIIECT ACCESS PANEL 4• NUM" IOW _ _ OPTIONAL CTORT i (85TALLEB =_ , [49412 3-3/4! cosvtOUTLET == �' BhCK {67]8 ��! pp 'i [1681 CUR8 DIM LEFT THRU-THE-BASE CHART THESE HOLES REOUIRED FOR USE 44-3/4 CRBTNPWROOIA01, 003A01 111811 THREADED VIRE REO'D HOLE CONDUIT SIZE USE SIZES (MAX.) CONNECTION SIZES W 1/2' ACC. 7/8" (22.21 A 1 3/8' DIA (35) FIELD POWER SUPPLY HOLE X 1/2' 24V 7/8" 122.21 Y 8 314" (001,003) POWER 1 1/8" (28.4) UNIT J K B 2" [501 DIA POWER SUPPLY KNOCKOUT Zs* (0031 1/2' EPT GAS 1 3/16' (30.0) 33 3/8 18 5/8 C 1 314' DIA (51) GAUGE ACCESS PLUG FOR 'THRU-THE-BASEPAN" FACTORY OPTION, 580J 044 (841) 14721 FITTINGS FOR ONLY X, I, & Z ARE 33 3/8 14 7/8 D 7/8' DIA [221 FIELD CONTROL WIRING HOLE PROVIDED 580J-05A 18471 [3771 E 3/4'-14 NPT CONDENSATE DRAIN SELECT EITHER 3/4" OR 1/2" - 33 3/8 14 7/8 F 1/2"-14 NPT GAS CONNECTION FAR POWER, DEPENDING ON WIRE SIZE 580) 064 (8471 (3771 0 2 1/2 ° DIA 1641 POWER SUPPLY KNOCK-OUT ss (001) PROVIDES 3/4' FPT THRU CURB SBO) 074 41 3/8 14 7/8 FLANGE & FITTING. (10511 [3771 008523 Fig.1•• Dimensions 580)44-07 17 51..i CURBS & WEIGHTS DIMENSIONS - 580J*04-07 (cont.) CONNECTOR D ALT ACCESSORY ROOFCURB B PKG.ACCP, C DRAIN GAS POWER CONTROL POWER ACCESSORY A UNIT SIZE HOLE CRBTMPWR001A01 9/i [19] 1'-2' P-9f7116" 1'-4" 13/4" NPT 314" [19] 1/2" [12.7] 1k" J12.7] CRRFCURB001A01 [ sl 580J* CRBTMPWR003A01 [551] [405] [44.5] 1/2" [12.71 NPT NPT NPT CRRFCURBOO2AO1 2 O. x-07 [610] NOTES: 1. Roof curb accessory Is shipped disassembled. 2. Insulated panels, C 3. Dimensions In( j are In millimeters. --'4-1 4. Roof curb:galvanized steel. E 5. Attach ductwork to curb(flanges of duct rest on curb). -rt.' /; `1 6. Service clearance:4 ft on each side. C /\ `,� 7. ,. •Direction of airflow. i .• 1 _I, 8. Connector package CRBTMPWROO1Ao1 is for I ti s I tl thru-the-curb type gas. /-CL -.. CRBTMPWR003AOT Is for thru-the-base type > , / Lv1T gas connections. `(,�y/ // / '/// 4AIL 0 0._3. _.. 0 CASKET 0'-0 1/4' CO (76) (SLPPLIEO WITH CIF131 15-7, TYPICAL (4) S1OES x6.31 Ih] 77 / :/.....0.,;4 0'7{16' I (FIELD 5XPL,EW . (f l(FIELD DS.FP0i661 F -- 1ELO APPLIED)• ISO FELT0-3• CAYT STRIP (f 1 (IELO 4RPLIED) Ell I. ROOFIRO MATERIAtISO 2'l,V (FIELD SCPUEo) ECTION "C C" I9LPPLY AIR •\Gi2� r SCALE 1,4 ('-1 7/16' OPc�.11h3 C , \\\\\\\\\\\ (3411 i N I ' ' 1 -� • ON 0'-0 7/16' , RI610 ILPPLI D) (11) '-7 13/1 LI'1 I/O' ( 0'-0 2/16' L/[E1�SLPPLIFd) (BOLT FADS) 604) (334) Ill) / / (BOLT WADS) (7W) / OPE41I73 FOR EADEPAM ENTRY 0'-O 7/16' 3'-O' O'-0 7/16' , SERVICE (SEE NOTE.8) A�T FFADS) (9141 [111 1 A , 0' 1/2' 030LT 1EAD5)} / MT I I 0'-1/4' , I ISM •1 SEE 1401E.2 / �'-4 3/16 ' At n06]♦ I 0, / CAS SERVICE / (SEE PLATE EOTE RVICE) / 1'-4(3/16' 0'-0 I/4'[71 �, O ...1 �rhSIQJ \N 0'C79]16•0'-4 9/16' � ' ! \ (((al 70115.5) IIISLPPLTAIR PAT1RNAIR% L 'S\\\ VIEW "A-A" / (611 :441444S114.6- 4110,e,.....4 MEAD 66 BOLT TD DC[Y a ` ► I1a'10"e QF F1J.VDE ' ►. i. 'A' 5'-7 1/S' ,(\ .\T . (,2061 y ...).5. .)15/16' h1)TE.CA (10rf30Rrim' -L 'ABLE' AREF I. / (933) P35165(5')DEVIS ACCEPTABLE # 12;?* g , / ALTERNATE CO(OTP.UCT10.w. VIEW "B" i GYP.ALL coa'saS) • 5EE VIED 'B".•‘ C08037 Fig.4- Roof Curb Details 19