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Specifications (10) ".. . '..L._ AMERICAN HEATING C FAN ON WOOD PLATFORM 2x PLATFORM AT METAL ROOF STRUCTURAL CALCULATIONS ANCHORAGE: Al-A5 SKETCHES: CU6 . . , D. .• ,,/at'INA-1-,43',\Ce).„... r ‘ i (7 PAGES TOTAL INCLUDING COVER SHEET) 9. 'r ttig ° 0 June 19, 2017 - s.rext:c T upit PROJECT NUMBER: 170134.01 .. 1 Pilaff 4 ,,,, I!p G ....4 ,„4, %....e.. ,,....1 ,,Agipio, c'''' ''70' rm l' AP. •i oc, ea. cob 44- D. GP ' A . Q ..,,,,,,,, prA„kil 0 c..., 44, r r Li 44 4'%e 15895 SW 72ND AVE SUITE 200 PORTLAND,OR 97224 PHONE:503.226.1285 FAX:503.226.1670 cINFO@CIDAINC.COM WWW.aDAINC.COM • it CIDA AMERICAN HEATING STANDARD RI TEL:(503)226-12856/19/ NH 17 FAX:(503)226 1670 7013 .01 170134.01 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES FAN ON ISOLATORS LATERAL ANALYSIS -KEF Wp:= 1701b Weight of unit We:= 301b Weight of misc. Wt:= Wp+ Wt=200 lb L:= 26.5in Length of unit Wm:= 20.6875in Width of unit we:= 17.25in Width of supports hm:= 30.75.in Height of unit and rail wbox:= 31in Width of box he:= 4.625.in Height of isolators hbox:= 12in Height of 2x box hm+he+ hbox hmc=47.38 in Total height of unit on curb SEISMIC PARTS AND PORTIONS (PORTLAND,OR 97227) Mapped Adiusted Maximum Design Sms Ss:= 1.043 site class= D Sms:= 1.126 Fa:= SFa= 1.08 Sim:= 3•Sms SDs =0.751 Ss SEISMIC PARTS AND PORTIONS (BEAVERTON,OR 97005) Mapped Adiusted Maximum Design siteclass= Sms s 1.076 D Sms:= 1.151 Fa:= Ss Fa= 1.07 SpS:= 3•Sms SDS =0.767 SEISMIC PARTS AND PORTIONS (VANCOUVER,WA 98663) Mapped Adiusted Maximum Design S,:= I.016 site class= D S 1.107 Sms 2 Sms:= F a:_ — Fa= 1.09 SpS:_ -2-•Sins SDS =0.738 Ss 3 BEAVERTON AREA GOVERNS USE Sin:= 0.85 CONSERVATIVE FOR PORTLAND-VANCOUVER METRO AREA h:= 18ftIp:=• 1.0 ap:=2 .5 Rp:= 2. 0 z:= h 0.4•aP•SDS•I P z FPunit 1 +2.—).W R h P Fp,u,;t=216.75 lb RP 0.7•Fp = 151.721b 0.4•apSDS•Ir zl Fp R I I + 2•j.W Fp=255 lb 0.7•Fp= 178.5 lb C E:\adcadd\17\000-2017-Mechanical Units\0134.01,American Heating Standards 2017\Structiural\HsEAT PUMP _ ✓ AT WOOD-SOX\METAL DECKNatere7 '" `' • w _ - : -,,... ... - Z. CIDA AMERICAN HEATING STANDARD RNH TEL:(503)226-1285 6/19/2017 FAX: (503)226 1670 170134.01 WIND LOAD: BASED ON 2012 IBC/2014 OSSC WIND SPEED FOR WASHINGTON COUNTY= 120 MPH WIND SPEED FOR CLACKAMAS COUNTY = 120 MPH WIND SPEED FOR MULTNOMAH COUNTY= 120 MPH WIND SPEED FOR VANCOUVER, WA= 135 MPH VANCOUVER,WA GOVERNS V35:= 135 Exposure B Kd:= 0.85 Kh:= 0.7 Kn:= 1.0 GC,:= 1.9 GCr vert 1.5 qz:= 0.00256•Kh•Kzt•Kd•V352•psf F:= GCS qz F=52.74 psf Pwind_unit F•L hm Pwind unit=298.47 lb "wind:= F'L'hmc Pwind=459.84 lb WIND LOAD: BASED ON 2012 IBC/ASCE7-10 VERTICAL Fvert qz GCr vert Fvert=41.64 psf Pwind_unit vert Fvert'L'wm Pwind unit vert = 158.53 lb Fvert ASD:= 0.6Wp—0.6Pwind unit vert Fvert ASD=6.88 lb OVERTURNING-SPRING TO STRUT LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturning at spring to strut SEISMIC-Overtuminq at spring to strut h Mot wind unit "wind unit' 2 Mot seismic_unit := Fp' 2 Mot wind unit=382.42 lb ft Mot seismic unit =326.72 lb ft F (0.6Mot wind unit) — Fvert ASD (0.7•Mot seismic_unit) (0.6—0.7.0.2.61)0.W,upwind unit Pup seismic_unit — W0 2 we 2 Pup wind_ = 156.18 lb Fup_seismic unit = 1111b 0.6•Pwmd unit= 179.08 lb 0.7•Fpunit= 151.72 lb WIND GOVERNS SPRING TO STRUT E:\adcadd\171000-2017-Mechanical Units10134.01 American Heating Standards 2017\Structural1HEAT PUMP —.ATWOOO BOMMEETALDECKUaterat or • CIDA AMERICAN HEATING STANDARD RNH 3 TEL:(503)226-1285 FAX:(503)226 1670 6/19/2017 170134..0101 c5 SPRING ATTACHMENT TO STRUT 6"x3"SPRING PLATE WITH TWO BOLT HOLES SPACED 1.5"O.C.AND 0.75" EDGE DISTANCE "'bolts:=2.25in Edge distance to bolt Design attachment for 179 lb sliding and 156 lb tension at mina to strut connection 0.6Pwind unit=179.08 lb Pup unit = 156.18 lb p nsptings-per unit := 4 hspring:= 7.25in (0.6Pwind_unit) Vspnng V 44.77 lb T Fup_wind_unit spring spring•= n Tspring=78.09 lb nsprings_per unit springs_per_unit Allowable bolt loads: 2 Frit:= 45ks1 Fnt,:= 27ksi S2:= 2.0 2 d0.375in Bolt diameter �dbolt bolt:= Abolt�= 4 Abott=0.11 in2 (Abolt'Fnt) Tallow bolt Tallow bolt=2485.05 lb (Abolt-Fnv) Valiow bolt Valiow bolt= 1491.03 lb 2 bolts per spring: 0 (Vspring) Vbolt-= 2 Vbolt=22.39 lb Tspring Vspring'hspring Tbolt + Tbott= 183.31 lb 2 Wbolts Vbolt Twit Ubolt + Uboit=0.09 < 1.0, bolts ok Valiow bolt Tallow bolt Use(2)3/8"diameter bolts per Spring to connection to strut 0 E:ladcadd1171000-2017-Mechanical Unit 9134E 1°American Heating Standards 20171Strticttir311HEAT-PUMP -AT WOOD BOX\METAL DECKUateral.. ' •- .' CIDA AMERICAN HEATING STANDARD R� TEL:(503)226-1285 NH FAX:(503)226 1670 6/19/2017 170134.01 =" STRUT TO WOOD BOX CONNECTION VLATERAL SCREW= Vbolt VUPLIFT SCREW Tbolt VLATERAL SCREW=22.39 lb VUPLIFr SCREW= 183.31 lb VSCREW 4VLATERAL_SCREW2+VUPLIFT SCREW2 VS( EW= 184.67 lb DESIGN ATTACHMENT FOR 185 LB OF SHEAR: Try#10x1 1/2" screwsdsc := 0.19in Diameter of screw embed required 10•dscrew embed:= 1.5in—(_L.1 ) embed= 1.25 in 4 embedRquired = 1.9 in embed=screw depth-plate embed Vallow wood:= 1.6.159 lb Vallow wood= 167.37 lb embedrequired VSCREW Uscrew Uscrew=0.55 2Vallow wood USE (2)#10x1 1/2" SCREW AT EACH STRUT TO BOX CONNECTION 0 OVERTURNING-BOX TO ROOF LC#7 0.6D+0.6W LC#8 0.6D+0.7W WIND-Overtuminq at box to roof SEISMIC-Overtumina at box to roof hmc Mot wind= Pwind'h2 cc Mat seismic = FP 2 Mot wind=907.7116 ft Mot seismic =503.3616 ft Fup_wind:_ `0.6Mot wind — Pvert ASD (0.7 Mot seismic) (0.6—0.7.0.2•SDs)•Wt Wbox 2 F up seismic — Wbox 2 Fup_wind_unit = 156.18 lb F 88.291b up seismic —— 0 wmd=2=7 tb 0.7•Fp=178.51b WIND GOVERNS WOOD BOX TO ROOF CONNECTION 0 E:\adcadd11A000-2017-Mechanical Units\0134.01 American Heating Standards 201.71 Structural\HEAT PUMP .-, AT WOOD BOXIMETAL-DECIN2terel" CIDA AMERICAN HEATING STANDARD RNH TEL:(503)226-1285 6/19/2017 FAX: (503)226 1670 170134.01 ATTACHMENT OF WOOD BOX TO 20GA ROOF Design attachment for 276Ib slidino and 156 lb tension at box to roof 0.6•Pwind=275.91 lb Fup wind_unit = 156.18 lb (1)ANGLE TO TAKE UPLIFT, (2)ANGLES TO TAKE SHEAR Vallow wood= 167.371b #10X1 1/2" screws to box Vallow sms 1.33.1771b Vallow sms=235.41 lb VHGA_simpson:= 675lb Simpson's shear value Tallow sms 1.33.841b Tatlow sms= 111.72 lb VHGA_wood "allow wood VHGA_wood=669.47 lb Shear value for(4)#10X1 1/2"wood screws VHGA_sms "allow sms VHGA_sms =941.64 lb Shear value for(4)#10 SMS THGA sms 4.Tallow sms THGA_sms =446.88 lb Tension value for(4)#10 SMS Wood screw values govern shear capacity, SMS tension values governs uplift (0.6•Pwind) USHEAR USHEAR=0.21 2'vHGA wood Fup wind_unit UUPLIFr:= UUPLIFT=0.35 THGA sms USE (1)S/HGAM10 oer side—(4)S/HGAM10 total with (4)#10x1 1/2"to wood, and(4)#10 SMS to steel roof 0 E:\adcadd117\000-2017-Mechanical Units\0134.01 American Heating Standards 2017\StructurallHEAT PUMP 'AT WOOD BOX\METAL DECKUateral . n �T _:_IIIIIIINIIIIIIIII- of WA.90. �� - � � �y . pPROFFffS ,...,„ ,_. / c'3 � I NB /� G Com' ��.�J �r - 6 ' �'' .7 I.,� r • affillaillilliffrillii_ I�NAL f 2. fB d t - 3 SECTION A-A 3" 2. 4. o GP('' EXPIRES: 6/30/19 V\ ,-(N) FAN UNIT f MAX. UNIT WEIGHT OF 170 LB (2) 1 5/8" SUPERSTRUT EA. SIDE OF HEAT PUMP STRUT TO ATTACH TO SPRING W/ (2) 3/8"d BOLTS PER 6" /1/4 V1-18<STRUT Tr . 6" PR MINIMUM j, MAX. yMAX. I, 1 $ 4, -L3x3x1/4x0'-5" EA. STRUT TO BOX--ATTACH W/ 3/8"o BOLT TO EA. SUPERSTRUT AND OA c (2) #10x1 1/2" WOOD SCREW TO PLATFORM _ i' q:.-_, SIMPSON S/HGAM10 EACH SIDE OF PLATFORM #10x1 1/2" SCREWS TO B I WOOD, #10 SMS TO ROOF ' EXISTING 18GA MIN. 1 1/2" B DECK —A MAX SPAN = 7'-0" FOR 2OGA DECK 2x12 BOX AT PERIMETER OF UNIT-- MAX SPAN = 9'-0" FOR 18GA DECK NAIL CORNERS W/ (3) 16d MIN. 2-SPAN MIN LAYUP REQUIRED NOTE: LOCATE ONE EDGE OF PLATFORM 19/32" PLYWOOD PLATFORM-- OVER DECK SUPPORT BEAM/JOIST. NAIL TO 2x W/ 10d AT 6" O.C. NOTE: VERIFICATION OF ROOF ALL EDGES FRAMING BY OTHERS 6 FAN UNIT ATTACHMENT AT METAL DECK SK 1" = 1'-0" Q DRAWING TITLE:HEAT PUMP ATTACHMENT DRAWING: 11PROJECT: O epcer¢cuec 15895 SW 72ND AVE SUITE 200 AMERICAN HEATING STAN RD DETAIL 6 EN"NEE"N` LANNING PORTLAND, OREGON 97224 P , s u IN.ERfoas TEL : 503 . 225 . 1 285 CU' _ E.Nosc.P( FAX 5 0.3 "22 5..1..8-7 0 JOBS: 470.134:01 _.. •iiAATT6.-19:17.. :.x. © 2015 OK INC.UJ.RIGHTS wawa)