Loading...
Specifications r i ,1' C)-0/?1003,c7 115-6,cSLv `Ju(hcf STRUCTURAL CALCULATIONS FOR CORNERSTONE CHIROPRACTIC 11565 SW DURHAM RD TIGARD, OR 97224 -- ROOF MECHANICAL REPLACEMENT UNIT -- ,39 PROFF�f�o 12,187 1 REGO �� ✓GLV 15, id tiN . NO9 EXPIRES:12/31/18 Contents Details A-B D1 -D2 Gravity Calculations Gi Lateral Calculations Ll -L2 Contact Person: John E Nordling,PE Enclosures El -E3 NORDLING Proj. No.: 17-134 STRUCTURAL CORNERSTONE CHIRO MECH UNIT REPLACEMENT ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200•Beaverton OR.97008 Date:MAY 2017 By:JEN Sheet No.: COVER t,,,,k, .,...4,, ,,,„....) / / , , . , i I I ' I 1 , 1 )-„, , I :,1, 1 I , 1 / o , I I / I , : ii ' •---,..,„, 1 a if i ' 1 ' i E : I i 1 :,,, '.t._ ':..1 , ,r' ; ti>'' '- : ''''-,1,1 , : 1 1 1 i i it C1-';ILL : ::;i..L : — ___,.. •, 4-. A ..,, .v , ., ..:_ ¶ 4,A I .. tvlx„.N.'•7„4,;`A, ,--,1)(!i'! : t k r; i . ;: , - ,•%;tc,,. / , _„ ! rt.'\,'‘,,,,,,i . 72 d° ri,.; --- .•,-v'. l'qr'-:-Y?'::'-'-' ' ---- _ 11 , ...,„.4 , , ! . ,.. , . I f : 1 1 I f , . _...S...s. —4,............,,,.....-...,,,..,-,,,....-....-,..=„..-- 4.-4.4 own-d-(4.494914,11.1 4 4 4.4 PRope 12,1; / 17 , c--- op 4 OREG(0 AZ-Dta-, . NOg 1i I EXPIRES:12/31/18 NORDLING Proj. No.: 17-134 _ - -- - - SU 4, nz STRUCTURAL ENGINEERS, LLC CORNERSTONE C}{WO MECH UNIT REPLACEMENT OREGON HEATING&AIR CONDITIONING 6775 SW 1 1 1 th.Suite 200•Beaverton OR.97008 Date:MAY 2017 By:JEN Sheet No.: Pt 6° x 6" x 16 Ga GALVANIZED STRAP W/ (4) "10 x 1/2° TEK SCREWS TO MECHANICAL UNIT 4 (4) "10 x 1/2' TEK SCREWS TO ADAPTER CURB0 (4) "10 x 1/2' TEK ��If SCREWS (4) "10 x 1/2' TEK7 SCREWS .---MECHANICAL UNIT 6" x6° x16Ga GALVANIZED STRAP 1 1 .—ADAPTER CURB "12 SCREWS 612" o/c—�` '. ALL SIDES r-r--- P I ---(E) CURB I _E7c 171I /" \ (E) ROOF TRUSSES / / ( \ L — L 1 , 1 / / / I 1 \ ` OD PRO,:e / I- ---1_ \ v 4` ,NGINEF� /a I i °,187 , 4 O- GON l � DETAIL -otiN`<y 15• 19g�\C0 . NORO EXPIRES:12/31/18 : NORDLING Proj. No.: 17-134 r, STRUCTURAL CORNERSTONE CHIRO ill. litt. MECH UNIT REPLACEMENT l ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING (3775 SW 1 i 1th.Suite 200•Beaverton OR,97008 Date:MAY 2017 By:JEN Sheet No.:D2 (.7.)Ci.,'S' 0 c 1 I , •,-... I I / I . I 1 i 1' 'j,'"---.:'•, !II I1 : fi,'"•''' : "f• ;' ',,d I I r 1 ' 1 I i , ti.s.F..i'crau.,,,•r...:,..\-: .....5..-.--r,i, ,... :-.• I ,.........., i I ' I iTh 1 9-YC.C.,=1,-<:•'F-=.(0-1,--) 1 • I ', i !, . , . .' ' , i „5-,,_. , , - , ,•,,.---,— ! ,:f.,L*4-'1,,-, • --.-- r - ,-- ' 1:ML-I'i'l.7%•,,,,': -c-,. i".,, =,,‘, I ; . 1 i ..--,-,-- ! i i .V.\-3,Lfj, P----,,, ____ , ; • i C''... ---., •I''' I , I . , , 1 . ) ....____._....- _-._...._ . , ..C.. ' , ., ,. ., ( s/ ).-,-3 , t ,A,,.„ .,,,•:41 - 1-,'.--,- . , ------• --- ,I,A • ,,;-,J,,,;‘, n,p. — c' ..; y ;A.,,,v.„,,,„.,..,,-A, - ' " '--' ' ' c..,„ .,:•,-, ,a) , 7 VI sk ;" '''''‘''''',,Y+0, '.1,`—V ;•C4. ',,%.! '' V:7, J( fll. fe)375;:-?-•'''' I,'! I.-f j '-', '''•-t t$ 1 •''C 'r i 0,.1.S.jj.:4,:s?...„•, ( 1,:)..,..,-k,;,,,t;, ,,,,,N,',.„' )/(.a,S,)).77' , _../ t:,,.. ..-.,... _----„.1—1-----1.--- fis,-e?\,..„,•,,A —/ .., ,A. 4. ,.....A Z.. 1 • .1• c(11,4- 1,•-•:- (.: ',.---• 1:;- ,,;,. N\ / ,,, V.,,,A.4%, -F1.4.,•Lit,„„,,,,ct:.y: 0'.,•.:.,k`..' I , NORDLING Proj. No.: 17-134 STRUCTURAL ' , ENGINEERS, LLC r\> CORNERSTONE CHIRO MECH UNIT REPLACEMENT OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200-Beaverton OR.97006 Date:MAY 2017 By:JEN Sheet No.: i • ASCE 7.10 Standard ' RoofTopMech Unit Location 45°24' 15.97"N Ss and SI=Mapped Spectral Acceleration Values 122°47 43.51" V+, 1156 SW Durham Rd,Tigard,OR 97224 Ground Motion Ss 0.953 Si 0.419 Occupancy Category II Site Coefficients Fa 1.12 Site Class D , F.. 1.58 Importance Factor 1.00 Height of Structure 20.0 ft SMS F;,* Ss ' `"16(., SMI Fv* Si 0.662 Design Category (SDC) ,) SDs (2/3)SMS 0.711 SDI (2/3)SMI 0.442 Air Side HVAC FP MIN= 0.3 SDS IP WP ap 2.50 R1, 6.00 = 0.213 WP->*0. 0.149 Fp= a`, •SDS •1 1+2 •W� FP MAX= 1.6 SDS IP WP RPhi = 1.14 WP->*0. 0.796 z= 20.0 ft ASD FP= 0.36 WP->*0.7 0.249 Eq= 0.282W+0.2 SDS W W :Weight of Unit z= 24.Oft FP= 0.40 WP->*0.7 0.282 ASCE 7.10 Wind'ForceStandarii Roof Top AMech Unit Wind Speed : 120 mph Exposure: B Height of Structure 20'-0" assume Af<0.1 Bf::Force increase factor x=1.9 qz: 23.24 psf kz: 0.70 Unit Weight 598 lbs 0 Gust: 0.85 Kd: 0.90 Unit Height 40" ne Cf: 1.30 Kzc: 1.00 Unit Length 53" x: 1.9 Unit Width 39" Curb Height 24" WP: 48.8 psf P: 431 Ibs-ASD T=431 lbs *(24"+40"/2)/39" - 0.6* 598 lbs/2 = 307 lbs Net Uplift NORDLING Proj. No.: 17-134 STRUCTURAL CORNERSTONE CHIRO MECH UNIT REPLACEMENT ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING P775 SW I I Ith,Suite 200 Beaverton DR.97008 Date:MAY 2017 By:JEN Sheet No.:LI • EQ • 114 lbs s9� W: 825 lbs Height 40" Weight 598 lbs O L / Width 39" 448 lbs Curb ^_4" 40 ihs • 110lbs VEQ= 0.282* 598 lbs+0.2* 0.711 * 598 lbs \' = 169 lbs+85lbs VEQ/ 227 lbstti T= 169 lbs "' (24"+40"/2)/39" + 85 lbs/2 - 0.6* 598 lbs/2 C: 95 lbs = 53 lbs Net Uplift V= 169 lbs Ih Ga GALvANIZED STEEL STRAPS W/ (4) *lm x 1/2" TEK SCREWS TO ADAPTER CURB 4 (4) *10 x 1/2° TEK SCREWS TO UNIT BASE RAIL -ok- *12 612° o/c SCREWS TO EXISTING CURB BELOW -ok- NORDLING Proj. No.: 17-134 STRUCTURAL CORNERSTONE CHIRO • MECH UNIT REPLACEMENT ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,site 200•Beavertun OR.97008 Date:MAY 2017 By:JEN Sheet No.:L2 Outline Drawings Figure 2. 4YCC4042-4060 f1-. \ 31 - ' [1441I1I/16] �° Q C (OUTSIDE) • L �\ 110001 58.19 ®@• I [2-9/321 �• RETURN ...*.-322.84 SUPPLY ,r [12 23132] -a..---449.02 [I1-II/16] 79.50 --'r (OUTSIDE) /81 444 19.022 176.07 [17-II/I6] (6-15/16] (OUTSIDE) BACK DUCT OPENINGS ■■ ■UI!•!III• I!I • - 530.60 ° [20-7/81 • X X [ ' 1402.34 [55-1/321 r'- (SURFACE AREA) t i BACK SIDE �,--' 4_- Model Height mm/in Approx.Comer Weight-kg/lbs Shipping Total UnI\ Center of Gravity mm/in A Wi W2 W3 W4 Weight Weight \ kg/lbs kg/lbs \ B C 4YCC4042(060) 898.53[35-3/8] 71.2[157) 46.6[103] 34,6[76] 53.1[117] 252.2[555] 202.0[452] \470.0[18.5] 731.0[28.8] 4YCC4042(090) 898.53[35-3/8] 71.8[158] 47.2[104] 35.2[78] '53.6[118] 254.5[561] 207.3[457))470.0[18.5] 731.0[28.8] 4YCC4048(070) 1000.13[39-3/8] 71.4[157) 44.6[98] 33.2[73] 53.9[119) 250.3[552] 202.([448]) 433.0[17.0] 743.3[29.3) 4YCC4048(090) 1000.13[39-3/8] 72.0[159] 45.0[99] 33.8[75] 54.4[120] 252.6[557] 205.4[453] 433.0[17.0] 743.3[29.3] 4YCC4060(090) 1000.13[39-3/8] 77.1[170] 45.8[101] 34.4[76] 58.3[128] 263.1[580] 215.9[476] 433.0[17.0] 743.3[29.3] 4YCC4060(115) 1000.13[39-3/8] 78.0[172] 46.3[102] 34.9[77] 59.0[130] 265.8[586] 218.6[482] 414.0[16.3] 635.0[25.0] 4YCC4048A-SUB-1 B-EN 5 t,1 ADAPTER CURB FOR TRANE 2/4TC*/UVC*/YC*3042-060 A ADAPTER CURB 38 10" S;A RrA 70 118" 51 58" \% ;ID 11111000.r cu '111141r r Lf) U 0 O O nz INS 1\4\Ni U O EXISTING LENNOX UNIT CHANCHPIGCS16-511-653 ,d. •CI) Z JNSTRUCTIONS; STANDARD FEATURES: 1.REMOVE OLD A/C UNIT. HEAVY GA.GALV.STEEL CONSTRUCTION 2.APPLY 114'x 1 114"GASKETING. ' FULLY INSULATED WITH 1"-1 5 LB. 3.INSTALL&SECURE ADAPTER CURB ON EXISTING CURB DENSITY INSULATION AS REQUIRED BY LOCAL BUILDING CODE. ' 1/4"x 1 114"GASKETING r 4.APPLY 1/4"x 1 114"GASKETING ON ADAPTER CURB. SHIPPED FULLY ASSEMBLED (fj 5.INSTALL&SECURE NEW NC UNIT ON ADAPTER CURB AS SUPPLY AND RETURN DUCT (, REQUIRED BY LOCAL BUILDING CODE. CHAMBERS INCLUDED PRODUCT SUBMITTAL QUOTE # Signature required prior to production. lenums Inc. Model TC51ACS1665 1T lanufacturers Equip. Sign here: pproved N ate 1.j FORM. TC61ACS1065.indd.05f312013 C 0 U --S i Due, 2--b �j R_ / • • Outline Drawings Figure 1. 4YCC4042-4060 1581481. .9/111 6] I 1157 31 C. 16-3/161 t 11.36 115/311 C INLET 101X1 ELANGEI III/161 Iy / ' W2 V 83 SECTION /S/3 _ // �� TYPICAL I8I SIDES OF SIDEELOW DUCT OPENINGS//' 'lb//4'� S,\ , 1125.22 ,(1((111iiiii� l;�`�;;�'�lll,�� . INLET 1115116] INLET IA ' ggit 12318/321 1233 18/321 �'\\\‘:`'7 �% / LUf B �� 4� L'14.22 \ �•• 19/161 ��` � 201.61 7.15161 SECTION Y-Y "' r4 f TYPICAL 18I SIDES OE DOWNELOW DUCT OPENINGS INLET TOP SIDE ENTER OF GRAVITY 4 OUTLET ==_L____:L__________,L__ ;E_a I a--=.::----_-,-,:„.=--E-__-_,-------._._..-----_-------._.--E.__-_--_.- A -- 1.111 111/0 - 121.3/321 060645ATD DRAIN FOR FRONT SIDE 19.0 13111 FEMALE NPT LEFT SIDE RECOMMENDED SERVICE CLEARANCE MN/IN I( WITH 0.A DAMPER/ECM `--' CD BACK SIDE 304.8 1121 762.0 1301 [_. C.. O LEFT SIDE 914.4 1361 1066.6 1421 n RIGHT SIDE 911.1 136I FRONT SIOE 1066.D 1421 • 1 CLEARANCE TO COMBUSTIBLE MATERIAL N1014. Y Y • 801108 0 BACK SIDE is/nl li II- LEFT SIDE 152.1 161 _ - L _ J RIGHT SIDE 301.8 II21 Note:The view labeled GROAT SIDE 301.6 1121 "Bottom Side"represents the base as viewed looking TOP 914.4 1361 up from underneath the unit. BOTTOM SIDE 4 4YCC4048A-SUB-1 B-EN 4 ADAPTER CURB FOR TRANE 2/4TC*/VVC*/YC*3042-060A ADAPTER CURB 38 7/8"- --------'."."*" --......, 4-------- 53 1/8" .44406111 .% L"----.......„,„...,....„,......., SA ii ..;... :::: ,..410.,..4000. 1051 518., 4.0••••,, bop. 1 ---::-• ..-- - RIA 70 1/8" .".. ...-\,..„,,..,....,„:„.....„..../..----Itio LC) LO k0 (1) 0 < .001111*11111111110- LO s. 0 N * I-- , CU 1:3 0 I 2 co 0 v. 41 O EXISTING LENNOX UNIT >- CHAICHP/GCS16-511-653 'Cr a •F+ .- C = a) Z INSTRUCTIONS STANDARD FEATURES 1. REMOVE OLD A/C UNIT. ' HEAVY GA.GALV.STEEL CONSTRUCT ION 00 2.APPLY 1/4 x 1 1/4"GASKETING. • FULLY INSULATED WITH V'-1.5 ER. 3. INSTALL&SECURE ADAPTER CURB ON EXISTING CURB DENSITY INSULATION CD LO AS REQUIRED BY LOCAL BUILDING CODE. ' 1/4"x 1 1/4"GASKETING 4.APPLY 1W x 1 1/4"GASKETING ON ADAPTER CURB. • SHIPPED FULLY ASSEMBLED r-- (0 5.INSTALL&SECURE NEW A/C UNIT ON ADAPTER CURB AS ' SUPPLY AND RETURN DUCT 0 REQUIRED BY LOCAL BUILDING CODE. CHAMBERS INCLUDED CD I PRODUCT SUBMITTAL QUOTE # ni,.(511.1 +.0 ..... - Ct Signature required prior to production. lenums Inc. Model TC51ACS1665 C71 lanufacturers Equip. C pproved Sign here: cn ate X IANGE WITHOUT NOTICE FORM. TCS1 AC81E65.incic1.01V31'201 3 LLI _ . , _... __...... ..... 6 6v-toms-awe, 64-b---ez