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Specifications (4) /1-t 2-013 006-1-(y tT5 ) 6771,A,t_ 20o AMERICAN HEATING: FAN POWER BOX ATTACHMENT @ METAL ROOF DECK STRUCTURAL CALCULATIONS SEP 252013 CITY OF TIGARD BUILDING D!V!,Sirn MECHANICAL UNIT CALCULATIONS MA1-MA3 SKETCH 3/FPB (5 PAGES TOTAL INCLUDING COVER SHEET) June 28 2013 PROJECT NUMBER: 130054.01 V!. p j11 6:• k!! y= • �r.r ? ,' C::..r;:1.'i • 42073 C\ `,3 5,. re..0.!12073e0-fig 61 -`'ssGrrAL ' !'S 0. Gt^' EXPIRES: 15895 SW 72ND AVE SUITE 200 PORTLAND,OR 97224 PHONE:503.226.1285 FAx:503.226.1670 INFO 10 CIDAINC.COM VW WV.CIDAINC.COM CIDA Mechanical unit Attachment cdg TEL: (503)226-1285 Fan Power Box at roof deck 6/28/2013 FAX:(503)226 1670 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES Fan Power Box Hung below roof deck Wp:= 250lb Weight of unit L:= 24in Length wm:= 24in Width of unit hm:= 18•in Height of unit SEISMIC PARTS AND PORTIONS Portland,OR 97227 Mapped Adiusted Maximum Ss:= 1.043 site class= D Fa:= 1.08 Sms:= FaSs Sms = 1.13 BEAVERTON, OR 97005 (WASHINGTON COUNTY) Mapped Adjusted Maximum Ss:= 1.076 site class= D Fa:= 1.07 Sms:= FaSs Sms= 1.15 Controls Longview, WA 98632 Mapped Adjusted Maximum Ss:= 1.016 site class= D Fa:= 1.09 Sms:= FaSs Sms = 1.11 Vancouver,WA 98665 Mag��ed Adjusted Maximum Ss:= 1.016 site class= D Fa:= 1.09 Sms:= FaSs Sms = 1.11 Design Sms:= 1.15 2 SDS 3'Sms SDS=0.767 USE SDS:= 0.85 CONSERVATIVE FOR PORTLAND AREA h := 10 z:= h Ip:= 1.0 ap:= 2.5 RP:= 6 Values for air side HVAC per table 13.6-1 ASCE 7-05 0.4•ap•SDS.Ip r z Fp:= I 1 + 2•h�•Wp Fp= 106.251b 0.7•Fp=74.381b Total seismic P l Fpmin:= 0.3 Spg Ip Wp Fpmin =63.75 lb 0.7•Fpmin =44.63 lb Total seismic 0.2-Sm.Wp=42.5 lb E:\adcadd\13\2013 mechanical unit projects\0054.01 American Heating standards\Fan Power\FINAUlateral fan power box at roof.mcd /m4 CIDA Mechanical unit Attachment cdg TEL: (503)226-1285 Fan Power Box at roof deck 6/28/2013 FAX: (503)226 1670 VERTICAL ATTACHMENT OF FAN POWER BOX TO UNDERSIDE OF ROOF DECK W Pcomer:= Pcomer=62.5 lb 4Vertical load to corner support from dead load hm Mot Mor:= FP'T Pseis w •2 Pseis= 19.92 lb Vertical load to corner m support from seismic overturning ASD loads for attachment to unit 1.0dD+0.7E, 0.6D-0.7E 0.2SDS•Wp ll PI := Pcomer+ 0. 4 + PseisJ PI =83.88 lb Maximum vertical load 0.2•SDS•Wp P2:= 0.6•Pcomer —0.7• 4 + PseisJ P2= 16.12 lb Minimum vertical load> 0 no 11 compression in vertical support Try(1)#10 SMS at box (20ga minimum 22ga hanging strap Vallow:= 1041b P1 <1.0 OK Use hanging U:= U=0.81 (1)#10 SMS at unit for vertical han In Vallow strap attachment— Alternate: use 3/8"dia threaded rods for vertical support attach to unit per manufacturer LATERAL BRACING OF FAN POWER BOX Box is braced rby_splay wires at 45degrees vertical and horizontal each comer(4)total. Twire:= 2'V L'V 1 ;rim= 106.25 lb ASD for attachment to unit(0.7E) • TASD:= Twire•0.7 TASD= 74.38 lb Vert_asd:= TASD r Ven asd=52.59 lb Vertical component of wire force 42 Horiz asd:= T Horiz asd=52.59 lb horizontal component of wire force Try (2)#10 SMS at box (20ga minimum) Vallow:= 1401b Tallow= 66Ib Vert_asd Horiz asd <1.0 OK Use U:= + U=0.59 (2)#10 SMS at unit for wire attachment 2Vallow 2Tallow Try 12aa wire Aware:= 0.0088in2 Tallow wire:= 0.9•Aw,re•33000pSi Tallow wire=261.36 lb TASD UW1fC' U 0.28 <1.0 OK Use#12 wire braces Tallow wire wue= E:\adcadd\1312013 mechanical unit projects\0054.01 American Heating standards\Fan Power\FINAL\lateral fan power box at roof.mcd < A.4..`, q 15895 SW 72ND AVENUE,SUITE 200 , ' PORTLAND,OREGON 97224 TEL 503.226.1285 FAX:503,226.1670 0 E-MAIL:info@cidainc.com 11. l - PROJECT NAME: 11147 fog 1 # V f Pao,. No. l3/05-Y,eSHEET - LI i .r:. TITLE: 6�" PvWSV"// e /coo 1'44 By: Ge,(-- DATE: 6•/'/ ak/6 IA . ,,f tole P la/ a/ • . it-1--- 6 lcji t , , L „ 7e-P.' /moi ��� / f i sc></61,0 /Wt.) f Z.v, G Deese- — 2- 5 i44, Gift'ii k r ,, Ahlit.y yiP,y ,- ' — I -J•, �,-—' —- -- - - I 'r , '' y 1 = 2S .z (fra) - 75;11 — �R l� Q ZIT- ill 32/1f (7')% 4- riF775' 1)(®z 4/..1.` < t'7/ ki o k 2J7 64 1?ic k ZS i-)&4uti7,( y/ 7'G' S7-44- I -- 1 14 j) C1 1 'h.,X S vvisgy - 3f's i *in- =_11;e//4,/ _ 3.75')' -; A0/1/t) l f Oh Pl4 ,is A 1 A/471 hrr o ,o.�eY __ -i- - - I , - I v I I I ■ ■ *** >44 4 :gyp y �,, TYP FAN POWERED BOX STEEL STRAP HANGERS %' C INSTALLATION LESS THAN 250LB PER ELEVATION _ 20GA MINIMUM Ar %` c ' �� 20 GA CUP & (2) #10 4444'foNAL , e\ SMS ® EA. WIRE s/RUCTULi • \rj% ■ ■ ���0 PROfFs��� kir - ---J I i �v .�► , 9 ,v OREGON PLAN (10 PB 13, tiV�<� is D. GPC' 20 GA CLIP W/ (2) EXPIRES: 6/30/15 #10 SMS TO DECK EA. WIRE EXISTING 1 1/2" B DECK ATTACH HANGER TO MAX SPAN = 7-0" FOR 20GA DECK DECK W/ (2) #10 SMS MAX SPAN = 91-0" FOR 18GA DECK MIN. PROVIDE 20 GA 2—SPAN MIN LAYUP REQUIRED MIN. CLIP IF REQ'D I I / I 12 GA. WIRE TO BRACE UNIT--TY v I FILTER I I INLET i EA. CORNER L- ---I \``.,,� 22GA. STEEL STRAP HANGERS--TYP. EA. CORNER 4, b > d J, ELEVATION leFAN POWER BOX AT ROOF DECK - = 1" = 1i-0" t '' ' RAWINo rr.E:FAN POWER BOX ATTACHMENT DRAWING: i I: 1:41 AMERICAN HEATING STANDARD DETAIL omrciuu 15895 SW 72ND AVE SUITE 200 u VFMGMFAN', PORTLAND. OREGON 97224 I'B PIINNI INrraIoAs TEL : 5 0 3 . 2 2 8 . 1 285 1AN9;cAPC F A X : 503 . 228 . 1 870 X00:130054.01 DATE:06.28.2013 Q 2013 CM.Mc.ML Mans MOM a AMERICAN HEATING: VAV BOX ATTACHMENT @ METAL ROOF DECK STRUCTURAL CALCULATIONS RECEIVED SEP 252013 CITY OF TIGARD MECHANICAL UNIT CALCULATION43 UILDING! IVISfgkiAI-MA3 SKETCHES 3/VAV (5 PAGES TOTAL INCLUDING COVER SHEET) June 28, 2013 PROJECT NUMBER: 130054.01 a 4,0r; fi � r' #7 .., • `, etAk, c. G' , r. 47073 , AA- / t NAL r S D. GF FPC-TIRES: l fO 15895 SW 72ND AVE SUITE 200 PORTLAND,OR 97224 PHONE:503.226.1285 FAX:503.226.1670 INFO@CIDAINC.COM WWW.CIOAINC.COM CIDA Mechanical unit Attachment /,' Cdg TEL:(503)226-1285 VAV Box at roof 6/28/2013 FAX:(503)226 1670 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES VAV Box Hung below roof deck W,:= 1501b Weight of unit L:= 24in Length wm:= I 8in Width of unit hm:= 18•in Height of unit SEISMIC PARTS AND PORTIONS Portland, OR 97227 Mapped Adjusted Maximum Ss:= 1.043 site class= D Fe:= 1.08 Sms:= Fa Ss Sms = 1.13 BEAVERTON, OR 97005 (WASHINGTON COUNTY) Mapped Adjusted Maximum Ss:= 1.076 site class= D Fa:= 1.07 Sms:= Fa Ss Sms= 1.15 Controls Longview,WA 98632 Mapped Adjusted Maximum Ss:= 1.016 site class= D Fa:= 1.09 Sms Fa•Ss Sms= 1.11 Vancouver,WA 98665 Mapped Adiusted Maximum Ss:= 1.016 site class= D Fa:= 1.09 Sms FaSs Sms = 1.11 Design Sms 1.15 2 SDS 3•Sms SOS =0.767 USE Sps:= 0.85 CONSERVATIVE FOR PORTLAND-VANCOUVER METRO AREA h := 10 z:= h 1p:= 1.0 ap:= 2.5 Rp:=66 Values for air side HVAC per table 13.6-1 ASCE 7-05 0.4 ap•SDS.Ip Fp:= 1 + 2•hl•W Fp=63.751b 0.7•Fp=44.631b Total seismic P l J Fpmin:= 0.3 Sps•Ip Wp Fpmin=38.25 lb 0.7•Fpmin=26.77 lb Total seismic 0.2•SDs•Wp=25.5 lb E:\adcadd\13\2013 mechanical unit projects\0054.01 American Heating standards\VAV boxes\lateral VAV box at roof.mcd CIDA Mechanical unit Attachment cdg TEL: (503)226-1285 VAV Box at roof 6/28/2013 FAX: (503)226 1670 VERTICAL ATTACHMENT OF VAV BOX TO UNDERSIDE OF ROOF DECK W Pcomer:= 4 Pawner=37.5 lb Vertical load to corner support from dead load hm Mot Mot pp. 2 PSOis w •2 P5eis= 15.94 lb Vertical load to corner m support from seismic overturning ASD loads for attachment to unit 1.0dD+0.7E, 0.6D-0.7E 0.2SDS•Wp 1 PI := Pcomer+ 0. 4 + PseisP1 =53.12 lb Maximum vertical load 0.2.SDS'Wp l P2:= 0.6•Pc0mer -0.7' 4 + P�;s+ P2 =6.88 lb Minimum vertical load > 0 no J compression in vertical support Try(1)#10 SMS at box (20da minimum 22cm handing strap) Vallow:= 1041b P1 <1.0 OK Use hanging U:= U=0.51 (1)#10 SMS at unit for vertical han In Vallow strap attachment— Alternate: use 3/8"dia threaded rods for vertical support attach to unit per manufacturer LATERAL BRACING OF VAV BOX Box is braced by splay wires at 45degrees vertical and horizontal each corner(4)total. Twire:= 2p•2•/ T„'„=63.75 lb ASD for attachment to unit(0.7E) TASD:= Twire'03 TASD=44.63 lb Vert_asd:= TASD Vert_asd=31.55 lb Vertical component of wire force 112 TASD 31.55 lb horizontal component of wire forte Horiz asd:= r H oriz asd= P Try(1)#10 SMS at box (20da minimum) Vallow:= I 401b Tallow 661b Vert asd Horiz asd <1.0 OK Use U:_ + - U=0.7 (1)#10 SMS at unit for wire attachment Valtow Tallow Try 12oa wire Awire:= 0.0088in2 Tallow wire:= 0.9•Awire'33000psi Tallow wire=261.36 lb TASD U` irC• U =0.17 <1.0 OK Use#12 wire braces Tallow wire wire E:\adcadd\13\2013 mechanical unit projects\0054.01 American Heating standards\VAV boxesklateral VAV box at roof.mcd PORTLAND15895 SW 72ND AVENUE, < ..... ....., OREGON97224 SUITE 200 , TEL:503.226.1285 FAX:503.226.1670 0 E-MAIL:info@cidainc.com �,/ an PROJECT NAME: n '�9 Ille i7 *17,(-- PRO.No. /3'osy e/ SHEET /12/Pu TITLE: 1/4 1/ € it'0' /344l By: �� DATE: 1/7"Y� — -- - _ Cie A,a G/7, a- / %, A 6 t 4 ..,.,. 2 f,. (._ INI (--3-:),: .2titc 7r 7--- ,/ /14Ck/ 7/0 81'. /WM ) Z , I ;1 2- 5 1.94/ 1-. t 7- 9 ,4l-x mi,- —-- —1 'L ---- !/ — I/ c/I / L 4 i'i' .T-4- 1 - - -- Iv, c' 1 &1 i- A I_ 1 — 1 kly -31'41'�lp P I9- -- 19- * 63-) 7 i-ii1 hit: 32/st/7�/ I' z. 5' I = 319 4/ W �7/ -,-14— o/ 1 2 6 vire Z5 A441voi W/ ?'a s Ai- -i 4 D G4-I- - s i m ;X S iii - - - _ - = v)ii=, Al '51r a IA/ h`°� r-- 3Ps` L_ L.. -'1 41315. — I I _ 1 M z17' /; t- /' 75 ) z Z/ 'IV 1 1 I [ I . 1 • ) -----4,r.04.e 1ff A,f11-74-71 1 401-f-r fr41, -- - 1 1-- 1 ! 1 — - -- - _ i -- 1 - - 1 i -- -- _ - I -- 1- - -1- 1 • Si Ft U C T up q I I N c PROFFss j r i A07- WP VAV BOX , ,� OREGON INSTALLATION LESS CG fB '13, <v, THAN 150LB STEEL STRAP HANGERS ITIS D. GPC22 20GA MIN. PER ELEVATION EXPIRES: 6/30/15 ATTACH WIRE TO UNIT W/ (1) #10 SMS D I ( •. p4 43C'`q0+' /3 IA yr --- -� Ry --"NbqQ ,elf 06 vA PLAN ` 17 4,, 420 "ZONAL r` 20 GA CLIP W/ (1) #10 SMS TO DECK MIN. CO EA. WIRE EXISTING 1 1/2" B DECK ATTACH HANGER TO DECK W/ MAX SPAN = 6'-0" FOR 22GA DECK (1) #10 SMS MIN. AT 18GA DECK MAX SPAN = 7'-0" FOR 20GA DECK & (2) #10 SMS MIN. AT 22GA & MAX SPAN = 9'-0" FOR 18GA DECK 20GA DECK--PROVIDE 20 GA MIN. 2—SPAN IN LAYUP REQUIRED CUP IF REQ'D es- ,.-- 12 GA. WIRE TO BRACE II , INLET I UNIT--TYP. EA. CORNER \ / 22GA. STEEL STRAP \ , HANGERS--TYP. EA. CORNER b J, ELEVATION �f 0 150# VAV BOX @ METAL ROOF DECK 1" = 1'-0" • g ' ., DRAWING TITLE:VAV BOX ATTACHMENT DETAIL oRAWINo: 0PROJECT: 3 .gc.,,rcn-RE 15895 SW 72ND AVE SUITE 200 AMERICAN WARM STMIDARD DETAIL U V :7:::,:cL PORTLAND. OREGON 97224 VAV LINNI INrrpiLles TEL : 503 . 228 . 1 285 LANDSCAPE FAX : 5 0 3 . 2 2 6 . 1 670 JOB: 130054.01 DATE:06.28.2013 ® 2013 Doi►um.ALL Mans MEM 1 .. 4 AMERICAN HEATING: HEAT PUMP ON 2x PLATFORM @ METAL ROOF • STRUCTURAL CALCULATIONS MECHANICAL UNIT CALCULATIONS HP1-HP3 SKETCH 2/CU (5 PAGES TOTAL INCLUDING COVER SHEET) June 28, 2013 PROJECT NUMBER: 130054.01 "0,5,0...a.g.,,..„4,„ !:+ ,p,,,:�\G'��:No �p PIR©SI ` t ° �/tit 1� )"z.0. Qy a r-- � �A V� ., , +, "�TETVI • �;,�Ij i.C�l?` ARC.iITECTURE PLANNING 1/S D. G1` ir.T,,fORS �j� * /J �- 1_AN USCA PE EXPIRES' , J Q 15895 SW 72ND AVE SUITE 200 PORTLAND,OR 97224 PHONE:503126.1285 FAX:503.226.1670 INFO@CIDAINC.COM W W W.CIDAINC.COM CIDA Mechanical Unit Attachment cdg TEL:(503)226-1285 27016 heat pump on 6/28/2013 FAX:(503)226 1670 2x platform /1,/ MECHANICAL UNIT ATTACHMENT-LATERAL FORCES Heat pump Wp:= 2701b Weight of unit Wc:= 10016 Weight of curb W,:= Wp+ We w =370 lb L:= 34in Length vim:= 34in Width of unit w,:= 42in Width of base hm:= 40-in Height of unit hc:= 12-in Height of curb/base hmc:= hm+ tic hmc=52 in Total height of unit on curb SEISMIC PARTS AND PORTIONS Portland,OR 97227 Mapped Adjusted Maximum Ss:= 1.043 site class= D Fa:= L08 Sms:= FaSS Sms= 1.13 BEAVERTON,OR 97005 (WASHINGTON COUNTY) Mapped Adjusted Maximum S,:= 1.076 site class= D Fa:= 1.07 Sms:= Fa-5, Sms= 1.15 Controls Vancouver,WA 98665 Mapped Adjusted Maximum S,:= 1.016 site class= D Fa:= 1.09 Sms:= Fa-Ss Sms= 1.11 Design Sms:= 1.15 2 SDS:= 3.Sms SOS=0.767 USE SDS 0.85 CONSERVATIVE FOR PORTLAND-VANCOUVER METRO AREA h:= 10 z:= h IP:= 1.0 ap:= 2.5 RP:= 6• Values for air side HVAC per table 13.6-1 ASCE 7-05 0.4-ap•SEG.Ip ( z Fp:= •I 1 +2- }WP Fp= 114.751b 0.7•Fp=80.321b Total seismic J Fpm,n:= 0.3 Sm.IP WP Fp =68.85 lb 0.7-Fpm;n=48.19 lb Total seismic min 0.2•SpS•WP=45.9 lb E:\adcadd\1312013 mechanical unit projects10054.01 American Heating standards\Heat Pump at wood box llateralMECH HP1.mcd CIDA Mechanical Unit Attachment cdg TEL:(503)226-1285 270Ib heat pump on 6/28/2013 FAX:(503)226 1670 2x platform 1/ 2- WIND WIND LOAD: BASED ON 2009 IBC Vas:= 110 Exposure B 1,,.:= 1.0 Kd:= 0.85 Kh:= 0.7 G:= 0.85 Kn:= 1.0 Cf:= 1.3 qz:= 0.00256•Kh'Kzt'Kd'i 'V3,2.psf F:= G•Cr•gZ Iry F=20.37 psf Pwind_unit F•L hm Pwind_unit= 192.35 lb "wind F'L'hmc "Hind=250.05 lb Total wind Controls over seismic • E:\adcadd\13\2013 mechanical unit projects\0054.01 American Heating standards\Heat Pump at wood box • UateralMECH HP1.mcd CIDA Mechanical Unit Attachment cdg TEL:(503)226-1285 2701b heat pump on 6/28/2013 FAX:(503)226 1670 2x platform /l�3 OVERTURNING-HP LC#7 0.6D+W Overturninq at base of unit from wind hm Mot Ptvind_unit' 2 Mot=320.58 lb ft Mres Wt vim—4in Mres=462.5 lb ft Mres = 1.44 2 Mot Mot—0.6•Mres) F0p`v we Fupw= 12.31 lb LC#7 0.6D+W Overtuminq at base of curb from wind hmc Mot Pwind' 2 Mot=541.77 lb ft Mres:= Wt'we Mres=647.5Ib ft Mres = 1.2 2 Mot _ (Mot—0.6•Mres) Fuptv we Fupw=43.79 lb ATTACHMENT Design attachment for 2501b sliding and 44Ib uplift at curb to roof connection Try 3/8 lag screws each end of superstrut. (2)resist uplift(4)trial • 2 pwind_unit (F )2]°5+ Vscrew=52.8416 Vac), 30016 Vscrew U:= U=0.18 Vallow Try Simpson A34 each side w/screws: Vallo„.:= 45516 Tallow 7516 Pwind F U:= 2.y U=0.27 U2:= upw allow U2=0.58 Tallow Curb/base is field fabricated w/2x12 sides and plywood top. Attach to roof w/simpson A34 with screws each side. E:ladcadd11312013 mechanical unit projects10054.01 American Heating standards\Heat Pump at wood box 1lateralMECH HP1.mcd D. Gq � � S.�RU C T U, ,, oof,,�; • ��0 PROF ` Gr !/ 2 J.,..r_ C.) ArAn 13 / 4273 SECTION A—A ` Ar -"F O• CON %CONAL j 0 eeo0q2' 13,? IZ- �/S D. GPC' EXPIRES: 6/30/15 LB HEAT PUMP 1 5/8" SUPERSTRUT EA. SIDE OF HEAT PUMP /-27O ATTACH TO UNIT W/ 3/8"0 BOLTS STANDARD ANGLE BRACKETS--ATTACH W/ 6" 6" W/ (1) 3/8"0 BOLT TO SUPERSTRUT AND / MAX. / / MAX. / (1) 3/8"0x2" LAG SCREW TO WOOD PLATFORM —A 2x12 EACH SIDE OF UNIT-- NAIL CORNERS W/ (3) 16d MIN. SIMPSON A34 EACH SIDE OF PLATFORM USE #8 SCREWS INSTEAD OF NAILS —1-----VEXISTING 1 1/2" B DECK MAX SPAN = 7'-0" FOR 20GA DECK —A MAX SPAN = 9'-0" FOR 18GA DECK 2—SPAN MIN LAYUP REQUIRED •<> NOTE: LOCATE ONE EDGE OF PLATFORM OVER DECK SUPPORT BEAM/JOIST 19/32" PLYWOOD PLATFORM-- NAIL TO 2x W/ 10d AT 6" 0.C. ALL EDGES NOTE: VERIFICATION OF ROOF FRAMING BY OTHERS CU' 2 HEAT PUMP ATTACHMENT AT METAL DECK 1" = 1'-o° QDRAWING TRLE:HEAT PUMP ATTACHMENT DRAWING: O PROJECT:ex /'� chrrzcmar 15895 SW 72ND AVE SUITE 200 AU� L N HEATING STANDARD DETAIL CU uPORTLAND, OREGON 97224 II PL*NNIMG _ V Nt[aloNs TEL : 5 0 3 . 2 2 6 . 1285 UN]scapt FAX : 503 . 226 . 1670 JOB: 130054.01 DATE:06.28.2013 © 21313 cad UC.ALL Ron 919E9‘99