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AMERICAN HEATING: HORIZONTAL DUCT @ -CONC. & METAL DECK A. SHEET'S MECHANICAL UNIT CALCULATIONS MUC I MUC4 SKETCHES SK1 H 0 0 5 3 2 PaQ AvsK � ej ; S Ne �l�S' / �. • GON %/�i 12 1 ,0 MEEK rattregi • February 14, 2008 • CIDA PROJECT NUMBER: 2008 MECH UNIT DESIGNS • L 40a C r o l zara t Nra 4445 SW BARBUR BOULEVARD, SUITE 200 PORTLAND, OREGON 97201 (503) 226 -1285 3 fax (503) 226 -1670 E-MAIL: info @cidainc.com , .,. . ..... P aC:4+1 f.s a. t. �..: cA+.i .0 R ".._ _ -. .. ,..,a'4' . �_ ti .., ,• ....., ,. CON'MMI RCIi- \I. INDUSTRIAL, DESIGN ARCHITECTURE P.C'• (.'If)A INC. AMERICAN HEATING: DARTMOUTH SQ. MECH AM CAL UNIT. ATTACHMENTS SHEETS VERTICAL DUCT BETWEEN FLOORS . VD`CI -VDC3 HORIZONTAL DUCT FROM DECK HP Cl-HD C4 MECHNICAL UNIT ATTACHMENT MUA1 -MUA4 SKETCHES SK1 -SK3 2 PiRO • • • aoN G1 'J$'D. G ) • February 18, 2008 CIDAPROJECT NUMBER: 080028.01 DARTMOUTH SQUARE MECH. UNITS 4445 SW BARBUR BOULEVARD, SUITE 200 PORTLAND, OREGON 97201 (503) 226 - 1285'3 fax (503) 226 -1670 E -MAIL: info @cidainc.com r SCOMMF RCIAL. INDUSTRIAL. DESIGN ARCIIITFCT'L!RF P.C. CID,\ INC. • CIDA DARTMOUTH SQUARE crw TEL: (503) 226-1285 Large Vertical Duct Attachment 2/18/2008 FAX: (503)228 1670 • VIX-1 ) MECHANICAL UNIT ATTACIIMENT-4ATERAL FORCES Urge Vertical Duct between . floor Im := 32plf -14ft W = 448 lb Weight of unit B/W Floors) L 46in Length w := 46in Width of unit h := 14.ft Height of unit SEISMIC PARTS AND PORTIONS (TIGARD, OR 97223) :11.100.0. S 1.061 site clasS= D Adiusted Maximum F 1.08 .= 8 ms.:= Fa'Ss . . Sms = 1.15 • Design • 2 • . • Sas := --Sms SDS 0.764 3 USE SDS := 364 TIGARD AREA • h := 10 z := 11•0.75 maximum 4-story building := 1.0 a R .= 6 P • Values for air side HVAC per table 13.6-1 ASCE 7-05 0.4.1tp.Sprip z Fp :— 1 + 2- -W, Fp = 142.61 lb R h Total seismic • Fo := 0.315Ds•I F pmin - 102.68lb Total seismic • . . 0.2-Sps-W 68.45Ib EAttcleadd\08\0026.01 - mech units tailmbuth Square SpecIfiC1Large Vert.mcd 4443 SW BARBUR BLVD., SUITE 200 PROTECT NAME:.,,__ PROI. No.O 400 'M SHEET. C� PORTLAND, OREGON 97239 �j TEL: 303.226.1283 FAX: 503.226.1670 TITLE: By 00 --0 DATE: 1221/s/07 E -MAIL: Info @cldalnc.com l - IIIIEMEMBilirliNIEVIIMMIlir b . = 0. 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' lN(.rIN :ftII\1(, e (' L i +N N - ING_ 0 - Ii.I I FRIuRS a I ANIDSC:A CIDA DARTMOUTH SQUARE Horizontal Duct crw TEL: (603) 226 -1285 Attachment 2/19/2008 FAX: (503)226 1670 • MECHANICAL UNIT ATTACHMENT-LATERAL FORCES Horizontal Duct below fib framing W := 23p1f .6.5ft W = 149.51b Weight of unit (supports @ 6' -6" O.C.) L := 6.5ft Length w := 46in Width of unit h := 18•in Height of unit : SEISMIC PARTS AND PORTIONS (TIGARD, OR 97223) -Mapped S 1.061 site class= D •Adiusted Maximum P := 1.08 5,,, := F8 S S ins = 1.15 Design .SDS := 3 • Sin = 0.764 USE SDS 0.76 TIGARD AREA h := 10 z := h.0.75 Assumes maximum 4 -story building with box under 4th floor I := 1.0 • a := 2.5 R P := 6 Values for air side HVAC per table 13.6 -1 ASCE 7 - 05 0.4•a •SDS• //( z l Fp := R P l J •I 1 + 2. n I• W Fp = 47.34 lb Total seismic 0.3•SDs•Ip•Wp F pmin = 34.09lb Total seismic • 0.2•Sps•W = 22.72lb E:\sdcadd10810028.01 - mech units \Dartmouth Square Specific \Typ Horlz Duct.mcd ttsix 4445 SW D / i J Y l � 3 U 1 l BAR9UR BLVD., SUITE 200 PROJECT NAME: 4 . 1 . . 4 ° � PROF. NO. SHEET PORTLAND, OREGON 97239 � i1pp � TEL: 503.226.1285 FAX: 503.226.1670 TITLE: By: `-.-"� DATE: �°vR t 0 E-MAIL: Info @cldaInc.com .. - / . ` V I �.e1 i' - , • f /e ;" 6 o.e. . -- i 1;b: „ .dos =o, lh _ c 1- .4 . 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Memkiati ... to tbs must be OveslIgated Jr — - • • .. • . ni .. *Itsrftleet ,._„.1 ' " -': . ..• • .,;• • : • ' wo e ' - !",114' - tit4gotrd irix.:rett ' . ...9F:. .4....kt istgotri 1e05.3.10401.otrego Irlinylitiee cfilgiptIb'ed In IOC gootton 16123 are not — ' ' 11 * ,-. 111 0 1 :10 4 4ri t ett": ! • 'it - ;,,• ' • - ' !', '4 ....., ....- ' L.4 „ It a,liriefilosi toi0.4 ir I f — - , .--%italit_itif ' • Alai 15, : ‘. ,, . a0,4' • '44::, ',0,..... .:. i e. - '.1 c t i afd #ttalf : , oflit kid tuxf a prafIle.as noted In Flatus. 1 , , , , I : I. 1 .1 I 1 __ , I 1 , AIR.IIITI.C1 Ulq 0 ENGINI:EliING 0 l'I-ANNING ? INTLItIORS 4. LANDSCAPE. .___ _ II 1 I 1 I 1 i 11 I 1 1 • • MV l- l CIDA Mechanical unit Attachment CRW TEL: (503) 226 -1285 Dartmouth Square 080028.01 FAX: (503)226 1670 2/18/2008 ' MECHANICAL UNIT ATTACHMENT -CLIP ATTACHMENT MUA DARTMOUTH SQUARE • . W := 160001b Weight of unit • L 388in Length. • w :_ •134in "Width • of unit h 81;in • Height of unit • SEISMIC PARTS AND PORTIONS (TIGARD, OR 97223) • .■apped S 1.06'1 site class= D • Adjusted Maximum • • F := 1.08 Sins ;_' Fa' S a Sms? 1,15 . DesIgn 2 Sps 3 Sms SDS = 0.764 -USE Sps := .764 TIGARD AREA • • h := 10 z := h maximum 4 -story building • I := 1.0 • a p := 2.5 R p = 6.0 Values for Mech Unit per table 13.6 -1 ASCE 7 -05 0.4•a P Sps•I z • Fp :— R • + 2 h I W Fp = 61121b Total seismic J Fpmin := 0.3•Sps I Wp Fin = 3667.2 lb pm • Total seismic 0.2•Sp W = 2444.8 lb • At connections 1.5 F.S. Fp := Fp. 1.5 Fp = 9168 lb Controls over Wind • • • • E:ladcadd\0810028.01 - mech units \Dartmouth Square Speciflc\MUA- • CLIPS.mcd CIDA Mechanical unit Attachment CRW TEL: (503) 226 -1285 Dartmouth Square 080028.01 FAX: (503)228 1670 2/18 /2008 {AV WIND LOAD: BASED'ON 1998 OSSC PER 2007 OSSC SECTION 1609.1.1.2 V := 94.5mph VIM := 80mph per table 1609.3.1 Exposure B 1998 UBC Section 1616 q := 16.4•psf 1998 UBC Table 16 - C := 0.84 Exposure /Height/Gust Factor: 1998 UBC Table 16 -G C := 1.1 Pressure Coefficient: 1998 UBC Table 16 -H C : = 1.1 Negative Pressure Coefficient: 1998 UBC Table 16 -H Iw 1.0 Importance Factor: 1998 UBC Table 16 -K Postive WInd"Pressure (Wall) P :_ C Cq 99 IW P = 15.15 psf 1998 UBC Equation (20 -1) Negative Wind Pressure (Roof) P := Ce C q8 I,,, P = 15.15 psf 1998 UBC Equation (20 -1) Net Wind Pressure up W p w,. := w = 44.31 psf Mech Dead Load (psf) L•w . Pnet Pup Wr Pnet = — 29.16 psf Net Wind Horizontal Wp := P L W Wp = 5471.29 lb Horizontal Force of Wind • E :\adcadd\08 \0028.01 - mech units \Dartmouth Square Speclfic\MUA- CLIPS.mcd 4445 SW BARBUR BLVD., SUITE 200 " PROJECT NAME. NKTPUTI/114 24, pm No o`bool S H „ T _na:3 TITLE: PORTLAND, OREGON 97239 B C-R,W DATE. 024 40 E.MAIUHq00.COIM • ilemeriminursummalt 11111 111 111 11 1 1 11116:'c' 1 11111 • MMFAMEMEENEMENEEMEMM MEMERNMENNEMEEMPERM —h. imommtiontimarirmitan 11111111111111111. AIMENEMEMMEMESINNEN. •• MMMEMMEMMIIMMEMEM - aummommumommummumm ommummimmumumumm • MEMMMEMEMPENENEW • MIIMMEMMEMMUMEMEN • MMEMM•••MMINIMM•• • EMINIEMILMEREETHEMEEk a e 4c- . 1,1 P1i11110111111111 MILMMEMMEMEMEMMEMEMM • MEMMEMEMMOMMEMEM MonEEMOMMESEMEMMEMIIIIIII • MEMMUMEMEMEMMEMM • •••••••N••M••••E• • NMEMEMEMEMMEMOMMEMIIIIIIIi oN • •M••MEAMMEMIMMEM - MEINEMNIIIIIMMINIEMSIVEMMEM Immom•emmnsmsnimmorm . MINIMMEMMINIMMINIMM AVAINEMMUMMUMEMOMMIMMEMMEN ARCHITECTURE. 0 ENCINEERINC, PLANNING 4 > INTERIORS • LANDSCAPE . , - • , . .„ , , . - - • „- . • mu = 9 147 . 4 „004 4.11+. • 4445 SW BARBUR BLVD., SUITE 200 P ROTECT NAME: O F (mflv' U SQ` PRO/. No. 680020%01 SHEET \ PORTLAND, OREGON 97239 m�(, f ` /I� 2 O TEL: 503.226.1285 FAX: 503.226.1670 TITLE: ►/ L Br: DATE: E -MAIL: Info @cldalnc.com Co P A • ' St it. � Vii- �/1C,t, ..'. S � C 5r�1 , • _� 2 � ! W (�� C ?S �c= t . L04. ` 1 / 6, -- 0 , r19 • n 3 MINA, NA, = C. 4 ! ) C „ II 2-) EGA. {4- 6 / • • f• 1.) = ?Z6 i 4 017 kit /L, ` = I pail L b • (o x SO =`). 7( 4 / 3 46 k._.5; c . C 17 z -.C,�.,,,ps 'f%) 6 K LONG (4 1 Z P V C. 1 At_ - lb > A al g- P a K6 Hai „ l t 4 540-rr. or -1v V N I [ i. tv D ' •'� t n t ('1-) 1 1 CrnS r G,-te Tr) use - 1 t - - t (4--LP it) t.V R-e , S-ta*e. • ) i \RC.:I-II 1 :C I t.IRI: ® ENGINI.LRIN( 6 ' PLANNING 0 IN I HOWLS O t.t\NL)=CAPE 7'-6"± dr (FIELD VERIFY) e tp PROp 2 . .‘:1 -.! ,Lf ", .ap (3 4 '.. .'• ' • . •. • : .0/4f►. • a LARGE VERTICLE DUCT IC P) , : * i2' 2° GS INSTALLATION LESS AllhZ b. Grk ..,..4 • ..: • THAN 32 PLF "'° •' 4111111L. ' a • • o.: a Il ' • - PLAN • EXISTING CONCRETE OVER METAL DECK L3x3x1/4" X 8' -0" 1/4 "0 x 5/8" DEEP POWERS MINI— DROPIN SUPPORT 0 EA. FLOOR ANCHORS EA. END OF ANGLE SUPPORTS J (ALT; RAMSfl M034 3/4" PIN -- INSTALL (6) #14x1" SMS 0 W/ RAMSET —T3 GUN) EA. ANGLE SUPPORT a 8 0 8 " 8 " 8 " 8 a " 1.1.11111111111.1111.11WMFAIIII 4 WIVA fir AMP lifF u ii" MECH UNIT CONTINUES ELEVATION BETWEEN FLOORS —MAX 14' -8" BETWEEN FLOORS CO Sic LARGE . VERT. DUCT @ CONC. OVER : MTV... DECK SK 1" = 1' -o" AMERICAN - :HEATING LARGE wilt DUCT .@ CQNC /MTL DECK - $K1 02.14.0$ . a = 1 —O " 1 D Q� SQUARE • CRW 080028.01 �` � . +' �,. -; +±4p ;.sY/,•;440,14.A;RQ).4V;1N , h o�T.�H b, ; 9 ,P7a o: ' 7Et,l.(BQi 2k±1 6b ; r(VSI /Ia0), ;aR.0:.ie10 • V STTRAP PER EEL ELE HANGERS EJ TYP. HORIZONTAL DUCT INSTALLATION LESS \.c.............„ THAN 23 PLF • V ATTACH WIRE TO UNIT W/ • (1) #10 SMS - -EA. SIDE ® 6' -6" O.C. M /t•X PLAN " �ti �p PRo . lit, RAMSET M034 3/4 PIN �`A � �G $. � �O -- INSTALL W/ •RAMSET -T3 GUN -- 4i ` . 33•• E • ® EA BRACE WIRE (ALT: 1/4 "0 x 5/8 "DEEP ` / • . POWERS MINI- DROPIN ANCHORS) O o;,, . , . 40 • / EXISTING 0-, � i 72 'l .4 4, CONCRETE DECK '¢i•• 0. PP RAMSET M034 3/4" PIN --INSTALL W/ RAMSET -T3 GUN - -® EA. STRAP HANGER (ALT: 1/4 "0- x 5/8 "DEEP - POWERS MINI - DROPIN ANCHORS) 1" x 2OGA. STEEL STRAP HANGERS EA. SIDE 0 6' -6" O.C. • ELEVATION • ; 2 M. . NOR: MOT . 9 . CONC. -OVE METAL D •::$K 1" = 1. -0 A e HORIZ._.DIM @ COW: & :MTL PECK - 8I(2 DARTI�IOU_ T�1:5QUAR cRW 080028.01 • z1th• :: ms.9; . 'a,44, KV.. „•,.11.07 o .PQiirt 9.t ,oM99,0,;410 0 .,;:. U,00,i e. iaels, . Ax eO3 . e• -o .rises.... �.,. ,..:.�:• , .C:..�:;(:: �_: 1gy ?a . 1 , .: 1 i: I i , 1' . 1 i o I i i• ; I I 1 . i ! I i .• i I III -1 1 1∎. O 1 1 1 I I I 1 .. I' • r .. . ; : 0 PRO,c� 2 4 ;. : :: j.3 'E • - • • �G'��/$..D. G t.1.z, 20 * ( v im GP 12 •GA 2 -CLIP X 6"--(6) TOTAL 18 -GA MECH UNIT SKIN ON . EA. SIDE OF HVAC -UNIT, TOTAL Or 24 .2— CLIPS-- (4) 1.2 :SMS PER Z =CUP.. TO ;MECH UNIT & Z --CLIP • TO CURB —SPACE Z —CLIPS 16000LB MECH EQUALLY ON EA. SIDE E UNIT - -BY OTHERS • • _ , E'TAL . CURB‘ . PER • • U SUPPLIERS 1 • ./ • . / • • NOTE: .ATTACHMENT OF CURB TO ROOF AND VERIFICATION OF ROOF • STRUCTURE BY OTHERS • • • ; 3. _ 1ECH.. UNIT Z -.CLIP ATTA Q_ IV NT. TO .CUF B - , • - -.:: , ['sk . . A1I2" 1.-:0" & MEH : I ` ONLY • • g �. M T TO ' A'lr :,ANT — 1K3 •02.:18.68 •• f •1 1/ " n 1. -0,. • r,- . srr„ . ° t � :'• 6* ?at�u,:•1 ! .0. _ , 2 ? y ..::..'1 4. 1 4C ....: ;p 0.9.0:a * -• 2! ;�S4aa ; 23 _:x$b:•- : ..,.�) 7p-i o• . " . , . I• , ii: I I. I" i 1 I 1 I I ; .. I I I I I I 1 1 1,. a l l � Ii I; I I I •• o! I I I I I 1 ' I .' d''1e 2d o7- 0 32 LATERAL & GRAVITY STRUCTURAL CALCULATIONS FOR MECHANICAL UNIT SUPPORT PREPARED FOR DARMOUTH SQUARE (MYHRE GROUP ARCHITECTS) .l aUCTu, ��EpPRO . _ � • °` iii / -• ' GON ! E �� DE N P�' I EXPIRES: / 2-741 /c1 I DECEMBER 3, 2007 JOB NUMBER: 05 -T361 • In FROELICH CONSULTING ENGINEERS INC If LIMITATIONS • • • �j\ ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. �� DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND / OR ^ LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER L 001 1 FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. i t � ,� i 4 MAIN OFFICE CENTRAL OREGON C9` -- - 6969 SW Hampton Street 745 N.W. Mt. Washington Dr., Suite 204 ��� Tigard, Oregon 97223 Bend, Oregon 97701 503 . 6 24- 7005/503.624 -9770 FAX 541.383- 1828/541.383 -7696 FAX ■ UQ� Client: Myhre Group U L5 Project: Dartmouth Square FROELICH Project #: 05 -T361 CONSULTING Date: 11/29/07 ENGINEERS INC By: GRH Seismic Design for Nonstructural Components ASCE 7 -05, Chapter 13 Component Description: Commercial Roof Top Air Conditioning Units Component Location: Roof Physical Properties: h 42 ft. average roof height of structure with respect to the base Z 42 ft. height In structure of point of attachment with respect to the base Rp 2.5 component response modification factor (table 13.5 -1 or 13.6 -1) W 17000 lb. component operating weight Ip 1.0 component Importance factor a 1.0 component amplification factor (table 13.5 -1 or 13.6 -1) Sos 0.764 spectral acceleration, short period I Im 8.0 ft. height of mechanical unit Wm 12.0 ft. width of mechanical unit Lm 35.0 ft. length of mehanical unit Seismic Design Force (F I 3896 lb. I lower limit per eq. 13.3 -3 f F = 0.3S p W p l F = 0.4a DS ry p l h 1 + 2- ) I 6234 lb. I seismic design force per eq 13.3 -1 p R p 1 20781 lb. I upper limit per eq. 13.3 -2 F S = 1.6I I p Seismic Design Force I I Fp =I 6234 lb. I % DL = 36.7% Allowable Stress - Seismic Design Force(F • 0.7) Fp = I 4364 lb. I % DL = 25.7% Check Overturning: H = 5.33 ft. Height of mehhanical unit center of gravity (conservatively assume 2/3•H MOT = 23.274 ft -kips Overturning Moment: (0.7F MRESW = 61.2 ft-kips Resisting Moment respect to W: (0.6 MRESL = 178.5 ft-kips Resisting Moment respect to L: (0.6 *Wp L,,,,/2) Factor of Safety against overturning. F.S. w 2.6 > 1.0 No additional anchors required for overturning F.S. L 7.7 > 1.0 No additional anchors required for overturning Check Sliding: Fp = 4364 lbs Seismic Shear Force • Use (6) 1/2' diameter anchor bolts with 6" embed or (6) 1/2 diameter threaded rods epoxied with Hilti HIT HY -150 MAX adhesive with a 2.5" embed into 4" concrete stemwall slab Va = 12360 lbs OKAY F.S. v 2.8 > 1.0 Factor of safety against sliding o� v _ • ; • Unit Dimensions - Commercial Rooftop Air Conditioning Units (Large -' - '" "e 07. 2007 ' Item: Al Qty: 1 Ta9(s): RTU-1 (460) ) . ) II 3/e• (%. __ ,_, i 1 1 4.111.1..,,_ . 112118' '' I �� -- ,""�. __ - -- -' ;\ r� 1 E 11 ' 1; I 1 p 1 i . \CI 1 428W I i. 1717N' 7111' 717 � 1 257W .– � �. i .-... .......-_, /,----A toP V's R''• i/ 1 se k . l� III air 11178 to air ' o `i i /i`_ 1 I r `: <.. o stir 48 . 1/ • m L l� � ` � - \ � / 107 1110 Ur tae Ivor 110 Ivr i 73 Me- 117W air FLO ° umished by Tlane /lnstalledby • thus Trane Equipment Su • mute? Pepe 9 019 VYI 111110111111 dt1Y01 111 a Ward Weight, Clearance & Rigging Diagram - Commercial Rooftop Air Cond itioning Units (large) June 07. 2007 item: Al Qty: I Tag(s): RTU -I (460) • NOTES 1. Tha Mum NOVI Is shrivel who tertrwngpsxe. �. iho wtoht ram 1WIOwnt he wow Lit ocirEimpAelyns tm Oe ri stood ice... 111111 i TalallAttit I' 1 4fSp r eerr8•r f i IGo v 1L, �� I itillo• s I� RIGGING 2 Potrinn cHf3 t: 3 I al 6 1 5 f 0 _ 0 10 159506 147406 1540.0 142200 Imo IMO lb 151406 18640b 1510.06 1840.06 my c / 4" c /176" 117/ 4 1721170' 2181 c 21r/130. 7o4 / 31r/1I '/ s r /t75• 2W _ aeenaae /// Liu e tt • 1 • 1 1 e IO O 0 1 Y 1 A p 1 0 : 0 I Y Y �, Color of Om* Frontal** ' I.— 72 CENTER OF GRAVITY AND CLEARANCES ) FLO = Furnished by Dane /Installed by Others Trene Equipment Subm1 le Page 13 of 13 t Accessory y Commercial Rooftop.gir Conditioning Units (Large) June 07 2007 Item: Al Qty: 1 Teg(s): RTU-1 (460) .) I RMAwvov6lvNO `, ` � ROOFwAar�rce,r nnoq.as SUPPLY No • t kb - - " ' - `'' % 0 ISOMETRIC VIEW 1 4 • 1 f surpw ..a Na ORNINGI d RETURN as OPENING ,aa I im t sue r 22121 w 1=0 411.110 ORIGI0164 roa ammo TOP VIEW ANDIIgTAYAnON FLD n Furnished by Rene/ installed by Whom Tuna Equipment Submittal : •.. Page 14 of 1a (63 0 I I e BIM ® S IM e WI2x14 WI2x14 ® 19 J WI2x14 WI2x14 - 5 52 ' 4x3 Cv��. - - - - J W16x3I WI6. ED) ROPPE ) I I i- i CO - -- 1 1 r - - - te -- - i � I I N II I I 3 (4) • SPACES I II vvl III EQ. EQ.I 3 N N I 1 X I - I -- I t Ii v a Nt _9 4110, I 5 5 x I n 0 I WI4x22 he � =I II I � EQ. / EQ. I I I 1 I 5F5 L6x4x _ i I ' zp® - — Viler / // • �I�� %/ % % % / 7% / r EQ. / , ' / / E Q. No , /A A , A VP sx4ra ' = ink wr. r. d a r Arirf _ROOF _ROOF TOP UNIT W/ CONC. Iry - - - CURB 4 PAD PER MECH. 0 • WI 5 (NOT BY F.CE. == CJ (4) EQ. SPACES r EQ. SPACES (4) EQ. SPACES ", ra .: DARTMOUTH L DARTM SQUARE PRO�ECr 1 ,, .._ 0S-T361 -T361 � ''`t '�: : ` } f 5_ L,, 11945 S.W. 70th AVE. DATE s Izi '- k�_ , TIGARD, OREG 9 7223 REVISION , � E LI CH� ' 4 `' � SWEET REFERENCE s 132.4 N11 ,_ . ' a 16969 SW. HAW TON STREET 74511M I f. WANG= Mt 3 A 11E 204 DRAM 8'V s REW ENGINEER � FM 6� � 3834828 FM -�� DRAWING No. s SK8 -08 s-.� at .,,,,. SCALE s V8 "•I' -m" • MECHANICAL UNIT 4 SEE DETAIL 41/55.4 CURB NOT BY F.CE. FOR ATTACHMENT OF CURB TO STEM WALL el - • . 7 8 CONCRETE STEM 1 d WALL W /C2) *4 TOP 4 • EGt., BOTTOM 4 •4 x °d. 1 DOWELS o 16' O.C. 24' 6' CONCRETE SLAB ROUGHEN JOINT W /6x6 W1.4xWI.4 WELD WIRE MESH . • A •• :; j•, °, .% ■ /L''•�.I' I • "'1 S I METAL DECK —/ PROVIDE 3 44'x41/2' NELSON STUDS ® 45' O.G. ON BEAMS BELOW CONC. SLAB UP BEAM PER PLAN 1L1` BEAM PER PLAN A 4 6 SCALE: i'.I' —m' 4 05 -T361 - • , I II ' '' " 1" a ,1 I VIll ! ' ,,,ill r� � - . '$, o 1 - DARTMOUTH SQUARE PROJECT NO. s m8 -T361 le01 a t ., �r �lk, 11945 S.W. 70th AVE. DATE s 12/4 1 1 1 ,11 o f � , Jr'� '� u TIGARD, OREGON 97223 REVIGICN r id , f RO J Cpl , SWEET REFE 7 RENCE s 88.4 ., .. , �S� U L � N 6969 SW. NM PION STTET US MM Yf, WAH16Tp1 Int 911E m1 DRAWN BY s REw ENGINEERmS INC FAx 624 V8 FAX 393-7696 DRAWING NO. s 6K6 -01 14MM — &M1401E4I''.:. AM a •,.. SCALE s I'• I1 -0N i MECHANICAL UNIT 4 PROVIDE 1/2'0 ANCHOR BOLTS W /6' CURB NOT BY FOE. MIN. EMBED INTO CONC. STEM WALL o EA. CORNER OF MECI-I. CURB 4 (2) t'2'+ A.B. A FREE STANDING CURB (TOTAL OF (6) A.B.) 8 CONCRETE STEM 0 • .• 7 WALL ' W /l2) •4 TOP t J N BOTTOM 4 •4 x Q 12 •Q: EQ.. DOWELS A 16' O.G. 24' I. �I ' ti . • 6' CONCRETE SLAB ROUGHEN JOINT W /6x6 W1.4xWI.4 WELD g • WIRE MESH d • : • • • . •: a MAX IL EXTEND CONCRETE SLAB TO • • .e. • •-" ' . . • >r: . / • • e • / : • ••. • • f EDGE OF BEAM FLANGE • .. .. • PROVIDE I/=' METAL DECK 'i'x4►�' N ELSON s STUDS * 48' O.G. ON BEAMS BELOW CONC. SLAB NOTE: IT IS ACCEPTABLE TO USE LL''m THREADED RODS W/ HILTI HIT HY -150 ADHESIVE W /4' EMBED IN PLACE OF ANCHOR BOLTS. r=22=1\--- SPECIAL INSPECTION REQUIRED. WF BEAM PER PLAN A 47 SCALE: I' ■ I' -0' 05 -T361 • 'H sW ' �;r�. r DARTMOUTH SQUARE I°RO�JECT NO. 05 -T361 y- 11 [p es'�rl �0 11945 S.W. 70th AVE. DATE s 12/401 k 5: yl qt r ; i R I ELI H TIGARD, OREGON 97223 REVISION CO NS�U eTING' REFERENCE SSA .a. ^ 6969 S.W. W N MfPTON STREET 745 NM r w�+sTON E snnE a34 DI"LIN BY a REw �N1.3 [ + SING' F AX 624 I S2 FAX 383-7696 DRAWMG Na S _� RoZ as ciaviA .onus Tne'kbaei SCALE : 1"N Ie-0" MECHANICAL UNIT 4 SEE DETAIL 41/55.4 CURB NOT BY F.G E. FOR ATTACHMENT OF CURB TO STEM WALL 8' CONCRETE STEM I • f WALL W /(2) •4 tOP t J BOTTOM 4 •4 x LL Sa Fa DOWELS s 16' O.G. 24' L• • :a • 6' CONCRETE SLAB ROUGHEN JOINT W /6x6 W1.4xWI.4 WELD WIRE MESH 4 . a PROVIDE 9 44'x4k1' NELSON • STUDS A 48' O.C. ON BEAMS I • � BELOW CONC. SLAB in S Ill METAL DECK —/ O O A zczzi WF BEAMS PER PLAN 1 0 8' MAX. TO EDGE OF STEM WALL 48 j r:(r DARTMOUTH SQUARE PROJE NO. s T36I QUARE ms- 4 Ell 11945 S.W. 70th AVE. DATE s 12 /4 m - 1 �k' aFROEL�ICH , OREGON 97 223 REVISION 110 N SHEET REFERENCE SUIe IT NG� 65.4 '' 696 SW. HAM STREET' 746Iw M WAIICKN clI 3� 314 DRAM B pENGINE RERE St INC FAX 624- FAIL 383-76 6 D NO. SICS -m3 �. •- r'. ,1 I. : .,, SCALE s 1"•11-0" • MECHANICAL UNIT t SEE DETAIL 41/55.4 CURB NOT BY F.G.E. FOR ATTACHMENT OF CURB TO STEM ... WALL 8' CONCRETE STEM . WALL W /(2) 0 4 TOP 4 I V �Q, EQ BOTTOM 4 *4 x Ike' METAL DECK DOWELS a 16' O.G. 24' : d' z 6' CONCRETE SLAB ROUGHEN JOINT W/6x6 WI.4xWl.4 WELD WIRE MESH d PROVIDE 3 4'x4 1 %' NELSON 4. • A STUDS m 48' O.C. ON BEAMS Zo a BELOW CONC. SLAB mmo A • OPTION TO _ _ _ _ 13/16 FIELD WELD . i 1 ._ mil ..i ,. _,I. mip L6x4x (LLV) COPE TOP - FLANGE AS REQ'D FOR A II CONNECTION, SEE SECTION A -A II II NOTE: �� USE SAME ANGLE CONNECTION SECTION A - A ® UP BEAMS , Ak 49 — T61 ''°1' -m' 5 5. 5 :�E�uh,�;a� ph��71'�jT� . mo : ,��4 I �� r r DARTMOUTH SQUARE SECT NO. 09 -T361 ;„ 11945 S 70th AV ' ; � 5 �,�I�� �1. ft � DATE 12/ j A a ROEIICI� TIGARD, erg REVISION 1, r 655 , C SHEET REFERENCE : , 6 969 SW. WIwVTCN s»� I BMYYLw,wicroMOw►� aoi DRAM 5r : REw ENGINEERS 1 97119 EA C GOI DRAWING NO. : 8K8-04 05133) 624-7035 FAX 624 -9TA (549 383 -1828 FAX 383 -76% ,, .. • , 2Asrt 1' . • .c, . t ' SCALE : U " ■11 -0 Q 6969 SW Hampton Street CLIENT: Portland, Oregon 97223 PAGE / • FAX 503.624.9770 PROJECT: - FROELICH 503.624.7005 745 NW Mt. Washington Drive PROJECT: CONSULTING Suite Q Oregon 97701 NUMBER: NGINEERS,INC 5383.1828 696 w DATE: �v w.froelich- engineers.com • 8Y: RA vrTY DcS/c EE•t'/3 �G,PPagT /X14 1 ‘At) N t CR i�Tt T Zc-Aci /y ?SF* /loads(A)( /S, . y 9PsF .t /004F kJ: //3ptF ticSF !39 PS tL c zg SL � er-uteus IJ(Steov c;ALCULI4T /0,01 XNCoRAC,zAij) £S7 //YATFi> (r1E!!. N7 of HecllAulGk c. OA, (r 1 /C.r eriV&C h Cs /G A-PP,2eP /ATE4 y oR KITH A7EZAc C 6g At t 7r • . . • • 3rant's Place DataBase: Dartmoth owner rev 9 19 06 revised stair 10/10/07 10:49:10 _ _ _ /s CI ;7, . . . rl. • - • "" : :: ' •••• ::Eg:•:.•::: ::-.:: :::---.• - ::•••••...c. - 4.••:: :•::••::• '' . ' . 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Floor Type: Roof A : : � B. �• 5 i :::.::.'::: i i : i : i : i :: : :. : :: - ::::::: ::::::: ::::::::: ::::::::: ::::::::::: ::::::;:i iiiiiii:: :::::::::: ::::::i:i ::::::::: :::::::::::: :::.:....„: i ::: : .::: ::::::::: ::::::::: ::::::: ::::::: :::.: :i::::::: ;::::: .:::::::::: :::::::: ::::::::::. .......1 ..]:::::. :::::::::: ::::: :::::::::::::: ii::: ::::::::::::::: . : : : : : : : m1.. �.' :5 8:x :: - : - ;� r: ` B. 6 i .::::: ::::,... r _ II , 4 ,4 : : : : •r 1 : 2 ,i r 4 t 5 ' � ' 6 7 1 8 (� L s ..._ -/ .s..% _i . • FR RAM Steel v11.2 Page 2/2 Greg Hobi G Pl RAM DataBase: Dartmoth_owner rev 9 revised stair 11/29/07 11:22:47 Building Code: IBC Steel Code: ASD 9th Ed. Surface Loads Label DL CDL LL Reduction CLL Mass DL psf psf psf Type psf psf Roof (typical) 17.0 17.0 20.0 Roof 20.0 17.0 %/ Roof at RTU 139.0 139.0 20.0 Roof 20.0 139.0 • • FR RAM Steel v11.2 Greg Grant' s Place ' RAM DataBase: Dartmoth owner rev 9_19_06 revised stair 11/29/07 11:22:47 ,NTENATICINAL Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Roof A'n p _ `. ...:.... .::.:....::.::::. ...:::..... .: ?.:...:..:.: .:1 .:.: ..:::...... :,vnrr. fniv.ir v.{ni•r 4ri } #r },y,. +}.+ ... ... .... ......... .: •: • :n }. 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O O '1 000 G ■■■ ° 0 000 — uu■ \■1 OO OO . G I�OOOO mom O 0Oo OOOOO mom O OOO _ moonO !moo mac On 0 �1 ■■■ 000 00 ■11 ■■ 00 ■ ■ ■■■ mom C OOO OOOOC O OOO �C t 00000 OOO , OCOOO Om 0000 000 .■ O 000 uu o nO •,''I� \ 11 000 00 00• 000 00 O OOOC OO OO OO 0000 C OOO r _ OmO OOO OOnO 0000 u■ OOO ■ ■ ■11 O OHO 00 On• O O 0000 00 .__ 0000 O ...- r OOO [IOOO .. 00 00 .. 000 \ CI .... ° 0000 ■r■■1 .... °°° OOOO °° OO '•u O �•+ O 000 C[ OCOOO - •l 000 O OOOCOOnoc OOO �' OO OOO OOO l ' \ � .� • "�J ° �-°, � �♦ � 0000 OOOO OO • � , ••• - - _ -, � � y 21) ( ! ( 4 � ( 5 1 i 6 7 ` [: 1 1111111111 III�� k. ,, .. • II. I • • RAM Steel v11.2 Page 2/2 , FR Greg H o Place -- ce RAM DataBase: Dartmoth_owner rev 9_19_06 revised stair 11/29/07 11 :22:47 ,INT114 Building Code: IBC Steel Code: ASD 9th Ed. Snow Loads Label Type Magnitude 1 Magnitude 2 Magnitude 3 psf psf psf Roof Snow Load Constant 25.000 --- --- Eati Drift (short) Drift 62.000 62.000 25.000 . IIIIIIIIIIIIIIIM Drift (short) Drift 62.000 62.000 25.000 Drift (short) Drift 62.000 62.000 25.000 V A Drift (short) Drift 62.000 62.000 25.000 \ N Drift (short) Drift 62.000 62.000 25.000 Drift (short) Drift 62.000 62.000 25.000 Drift (short) Drift 62.000 62.000 25.000 Drift (short) Drift 62.000 62.000 25.000 a •.......• Drift (short) Drift 62.000 62.000 25.000 •.......• IIIIIIIIIIIIIIIIII Drift (short) Drift 62.000 62.000 25.000 Drift (long) Drift 85.000 85.000 25.000 Drift (long) Drift 85.000 85.000 25.000 Drift (long) Drift 85.000 85.000 25.000 Drift (long) Drift 85.000 85.000 25.000 �:(- - n d) 347 n 348 �' ' ao m >\,•:, l o `�` '� �-�250•- _� ` l ( - .- ' --355 -' � m C on ....„ . :- is 471 ` � - 487 '� no • 470 8 1 488 n bdd�� w 476 400 475 0 o a � d o 473 0 469 $ 489 i 413 399 G ' 474 g9 o a, -.:° 438 423 P a Iv a 439 424 N n 6- v c 440 425 v' I ° 417 415 1 Ell CD 44 1 4 26 VD IN) 442 1 42 o j co ; 443 V 428 rn o CD 3 293 409 ' 410 ':4 ( • Q is ti � � 324 l0 376 CD co 325 N 378 a T J 326 4 379 co 0 l 0 327 0 456• r :. 444 393 w 445 co I( 396 N • �' 394 - o 446 N � 353 418 , . -., 2 358 © 356 0 0 447 279 a 448 i 280 rn • co 449 0 281 0 �, 419 167 1, C 450 429 w 451 o 430 rn cA -.I 452 431 CD ' 478 4 D 479 0 : ni a' 481 467 483 0 482 468 484 P N 0 477 458 480 v cn 486 .: 485 _ d o • r • i ' " ` ^ 349 a 350 � 254 255 w � • • • Gravity Beam Design RAM Steel v11.2 H Grant's Greg Place RAM DataBase: Dartmoth_owner rev 9_19_06 revised stair 11/29/07 10:44:01 NrERNAnaNAL Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number = 259 SPAN INFORMATION (ft): I -End (77.00,36.50) J -End (102.00,36.50) Beam Size (User Selected) = W18X40 Fy = 50.0 ksi Total Beam Length (ft) = 25.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 6.250 2.11 0.00 0.0 0.00 0.00 0.0 2.73 Snow 0.00 0.0 0.00 0.00 0.0 -0.04 Snow 2.14 7.750 1.69 0.00 0.0 0.00 0.00 0.0 2.29 Snow 0.00 0.0 0.00 0.00 0.0 -0.05 Snow 1.79 12.500 2.40 0.00 0.0 0.00 0.00 0.0 2.75 Snow 0.00 0.0 0.00 0.00 0.0 -0.02 Snow 2.16 • 13.500 2.30 0.00 0.0 0.00 0.00 0.0 2.54 Snow 0.00 0.0 0.00 0.00 0.0 -0.02 Snow 1.99 18.750 2.15 0.00 0.0 0.00 0.00 0.0 2.73 Snow 0.00 0.0 0.00 0.00 0.0 -0.04 Snow 2.14 19.250 2.24 0.00 0.0 0.00 0.00 0.0 2.51 Snow 0.00 0.0 0.00 0.00 0.0 -0.04 Snow 1.97 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.008 0.000 - -- Snow 7.750 0.008 0.000 2 0.000 0.000 0.013 - -- Snow 7.750 0.000 0.013 3 0.000 0.040 0.000 - -- NonR 25.000 0.040 0.000 SHEAR: Max V (DL +LL) = 15.48 kips fv = 2.75 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 123.0 12.5 4.8 1.09 21.57 33.00 21.57 33.00 Controlling 123.0 12.5 4.8 1.09 21.57 33.00 REACTIONS (kips): Left Right DL reaction 6.62 7.34 Max +LL reaction 7.52 8.14 Max -LL reaction -0.11 -0.11 Max +total reaction 14.13 15.48 DEFLECTIONS: Dead load (in) at 12.63 ft = -0.351 L/D = 855 Live load (in) at 12.63 ft = -0.397 L/D = 755 Net Total load (in) at 12.63 ft = -0.748 LTD = 401 • Gravity Beam Design RAM Steel v11.2 Greg Hobi Grant's Place RAM DataBase: Dartmoth_owner rev 9_19_06 revised stair 11/29/07 10:44:01 ,IMENATICtsIAL Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number = 267 SPAN INFORMATION (ft): I -End (102.00,71.00) J -End (127.00,71.00) Beam Size (User Selected) = W16X31 Fy = 50.0 ksi Total Beam Length (ft) = 25.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 5.750 2.82 0.00 0.0 0.00 0.00 0.0 3.20 Snow 10.625 1.34 0.00 0.0 0.00 0.00 0.0 2.33 Snow 15.500 2.19 0.00 0.0 0.00 0.00 0.0 2.48 Snow 18.750 2.56 0.00 0.0 0.00 0.00 0.0 2.73 Snow LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.280 0.000 - -- NonR 25.000 0.280 0.000 2 0.000 0.031 0.000 - -- NonR 25.000 0.031 0.000 SHEAR: Max V (DL +LL) = 13.73 kips fv = 3.32 ksi Fv = 19.67 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 99.9 13.0 4.9 1.00 25.40 33.00 25.40 33.00 Controlling 99.9 13.0 4.9 1.00 25.40 33.00 - -- - -- REACTIONS (kips): Left Right DL reaction 8.31 8.39 Max +LL reaction 5.43 5.31 Max +total reaction 13.73 13.70 DEFLECTIONS: Dead load (in) at 12.63 ft = -0.608 L/D = 494 Live load (in) at 12.50 ft = -0.438 LID = 685 Net Total load (in) at 12.50 ft = -1.046 L/D = 287 • Gravity Beam Design RAM Steel v11.2 Greg H Gr Pl ace RAM DataBase: Dartmoth_owner rev 9_19_06 revised stair 11/29/07 10:35:25 , INTERIWCNK Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number = 279 SPAN INFORMATION (ft): I -End (133.25,36.50) J -End (133.25,71.00) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 34.50 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.434 0.000 - -- Snow 9.250 0.434 0.000 2 9.250 0.053 0.000 - -- Snow 34.500 0.053 0.000 3 0.000 0.000 0.156 - -- Snow 26.000 0.000 0.156 4 26.000 0.000 0.156 - -- Snow 34.500 0.000 0.387 5 0.000 0.053 0.000 - -- Snow 34.500 0.053 0.000 6 0.000 0.022 0.000 - -- NonR 34.500 0.022 0.000 SHEAR: Max V (DL +LL) = 8.04 kips fir = 2.68 ksi Fv = 18.96 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 52.2 15.9 0.0 1.00 21.58 33.00 21.58 33.00 Controlling 52.2 15.9 0.0 1.00 21.58 33.00 - -- - -- REACTIONS (kips): Left Right DL reaction 5.27 2.69 Max +LL reaction 2.78 3.60 Max +total reaction 8.04 6.28 DEFLECTIONS: Dead load (in) at 16.56 ft = -1.057 L/D = 392 Live load (in) at 16.91 ft = -0.923 L/D = 449 Net Total load (in) at 16.91 ft = -1.979 L/D = 209 Gravity Beam Design Fri RAM Steel v11.2 Greg H Grant's Place RAM DataBase: Dartmoth_owner rev 9 revised stair 11/29/07 10:35:25 Kra Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number = 322 SPAN INFORMATION (ft): I -End (102.00,36.50) J -End (127.00,36.50) Beam Size (User Selected) = W18X40 Fy = 50.0 ksi Total Beam Length (ft) = 25.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 5.750 6.00 0.00 0.0 0.00 0.00 0.0 2.63 Snow 6.250 2.58 0.00 0.0 0.00 0.00 0.0 2.78 Snow 12.500 2.58 0.00 0.0 0.00 0.00 0.0 2.78 Snow 15.500 4.34 0.00 0.0 0.00 0.00 0.0 2.07 Snow 18.750 6.48 0.00 0.0 0.00 0.00 0.0 2.11 Snow 18.750 2.58 0.00 0.0 0.00 0.00 0.0 2.78 Snow LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 5.750 0.012 0.000 - -- Snow 15.500 0.012 0.000 2 0.000 0.040 0.000 - -- NonR 25.000 0.040 0.000 SHEAR: Max V (DL +LL) = 21.00 kips fv = 3.72 ksi Fy = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 152.8 12.5 6.3 1.11 26.81 30.00 26.81 30.00 Controlling 152.8 12.5 6.3 1.11 26.81 30.00 - -- - -- REACTIONS (kips): Left Right DL reaction 12.33 13.36 Max +LL reaction 7.50 7.64 Max +total reaction 19.84 21.00 DEFLECTIONS: Dead load (in) at 12.75 ft = -0.608 LJD = 494 Live load (in) at 12.63 ft = -0.369 L/D = 813 Net Total load (in) at 12.63 ft = -0.977 LID = 307 • . Gravity Beam Design FR RAM Steel v11.2 H Gran t's P obi lace RAM DataBase: Dartmoth_owner rev 9_19_06 revised stair 11/29/07 10:44:01 INTERNATICTAI Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number = 353 SPAN INFORMATION (ft): I -End (120.75,36.50) J -End (120.75,71.00) Beam Size (User Selected) = W16X31 Fy = 50.0 ksi Total Beam Length (ft) = 34.50 • LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.660 0.000 - -- Snow 9.250 0.660 0.000 2 9.250 0.028 0.000 - -- Snow 34.500 0.028 0.000 3 0.000 0.000 0.119 - -- Snow 26.000 0.000 0.119 4 26.000 0.000 0.119 - -- Snow 34.500 0.000 0.294 5 9.250 0.053 0.000 - -- Snow 34.500 0.053 0.000 6 0.000 0.031 0.000 - -- NonR 34.500 0.031 0.000 SHEAR: Max V (DL +LL) = 8.68 kips fv = 2.10 ksi Fv = 19.67 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 48.7 14.4 0.0 1.00 12.38 33.00 12.38 33.00 Controlling 48.7 14.4 0.0 1.00 12.38 33.00 REACTIONS (kips): Left Right DL reaction 6.57 2.65 Max +LL reaction 2.11 2.73 Max +total reaction 8.68 5.38 DEFLECTIONS: Dead load (in) at 16.22 ft = -0.609 L/D = 680 Live load (in) at 16.73 ft = -0.372 LID = 1113 Net Total load (in) at 16.73 ft = -0.980 L/D = 422 J Gravity Beam Design rill RAM Steel v11.2 Greg Hobi Grant's Pla RAM DataBase: Dartmoth_owner rev 9_19_06 revised stair 11/29/07 10:44:01 IMEFNATIONAL Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number = 396 SPAN INFORMATION (ft): I -End (112.62,44.00) J -End (112.62,71.00) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 27.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.678 0.000 - -- Snow 1.750 0.678 0.000 2 1.750 0.083 0.000 - -- Snow 27.000 0.083 0.000 3 0.000 0.000 0.122 - -- Snow 18.500 0.000 0.122 4 18.500 0.000 0.122 - -- Snow 27.000 0.000 0.302 5 0.000 0.022 0.000 - -- NonR 27.000 0.022 0.000 SHEAR: Max V (DL +LL) = 4.15 kips fv = 1.38 ksi Fy = 18.96 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 22.2 13.7 0.0 1.00 9.19 33.00 9.19 33.00 Controlling 22.2 13.7 0.0 1.00 9.19 33.00 REACTIONS (kips): Left Right DL reaction 2.42 1.45 Max +LL reaction 1.73 2.33 Max +total reaction 4.15 3.78 DEFLECTIONS: Dead load (in) at 13.36 ft = -0.230 L/D = 1409 Live load (in) at 13.50 ft = -0.281 L/D = 1153 Net Total load (in) at 13.50 ft = -0.511 L/D = 634 Gravity Beam Design RAM Steel v11.2 Greg Hobi G Pl RAM DataBase: Dartmoth_owner rev 9_19_06 revised stair 11/29/07 10:18:17 imeRmna Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number = 393 SPAN INFORMATION (ft): I -End (107.75,36.50) J -End (107.75,71.00) Beam Size (User Selected) = W 16X31 Fy = 50.0 ksi Total Beam Length (ft) = 34.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 7.500 1.26 0.00 0.0 0.00 0.00 0.0 0.86 Snow LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.400 0.000 - -- Snow 9.250 0.400 0.000 2 9.250 0.090 0.000 - -- Snow 34.500 0.090 0.000 3 0.000 0.000 0.072 - -- Snow 26.000 0.000 0.072 4 26.000 0.000 0.133 - -- Snow 34.500 0.000 0.329 5 0.000 0.012 0.000 - -- Snow 7.500 0.012 0.000 6 7.500 0.339 0.000 - -- Snow 9.250 0.339 0.000 7 7.500 0.000 0.061 - -- Snow 26.000 0.000 0.061 8 0.000 0.031 0.000 - -- NonR 34.500 0.031 0.000 SHEAR: Max V (DL +LL) = 8.71 kips fv = 2.11 ksi Fv = 19.67 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 56.9 13.8 0.0 1.00 14.47 33.00 14.47 33.00 Controlling 56.9 13.8 0.0 1.00 14.47 33.00 - -- - -- REACTIONS (kips): Left Right DL reaction 6.09 2.91 Max +LL reaction 2.63 3.20 Max +total reaction 8.71 6.10 DEFLECTIONS: Dead load (in) at 16.22 ft = -0.670 L/D = 618 Live load (in) at 16.56 ft = -0.468 L/D = 885 Net Total load (in) at 16.56 ft = -1.138 LID = 364 Gravity Beam Design FR RAM Steel v11.2 Greg Hobi Grant's Place RAM DataBase: Dartmoth_owner rev 9_19_06 revised stair 11/29/07 10:35:25 IZERNATICNAI Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number = 394 SPAN INFORMATION (ft): I -End (117.50,36.50) J -End (117.50,71.00) Beam Size (User Selected) = W16X31 Fy = 50.0 ksi Total Beam Length (ft) = 34.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 7.500 1.26 0.00 0.0 0.00 0.00 0.0 0.86 Snow LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.012 0.000 - -- Snow 7.500 0.012 0.000 2 7.500 0.339 0.000 - -- Snow 9.250 0.339 0.000 3 9.250 0.069 0.000 - -- Snow 34.500 0.069 0.000 4 7.500 0.000 0.061 - -- Snow 26.000 0.000 0.061 5 26.000 0.000 0.102 - -- Snow 34.500 0.000 0.252 6 0.000 0.226 0.000 - -- Snow 9.250 0.226 0.000 7 0.000 0.000 0.041 - -- Snow 26.000 0.000 0.041 8 0.000 0.031 0.000 - -- NonR 34.500 0.031 0.000 SHEAR: Max V (DL +LL) = 6.57 kips fv = 1.59 ksi Fv = 19.67 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 45.3 13.8 0.0 1.00 11.51 33.00 11.51 33.00 Controlling 45.3 13.8 0.0 1.00 11.51 33.00 - -- - -- REACTIONS (kips): Left Right DL reaction 4.50 2.35 Max +LL reaction 2.07 2.48 Max +total reaction 6.57 4.83 DEFLECTIONS: Dead load (in) at 16.22 ft = -0.534 L/D = 776 Live load (in) at 16.56 ft = -0.370 L/D = 1118 Net Total load (in) at 16.56 ft = -0.904 L/D = 458 Gravity Beam Design RAM Steel v11.2 Greg Hobi Gr Pl RAM DataBase: Dartmoth_owner rev 9_19_06 revised stair 11/29/07 10:44:01 WfENATCXJAL Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number = 395 SPAN INFORMATION (ft): I -End (107.75,44.00) J -End (117.50,44.00) Beam Size (User Selected) = W 14X22 Fy = 50.0 ksi Total Beam Length (ft) = 9.75 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 4.875 2.32 0.00 0.0 0.00 0.00 0.0 1.73 Snow LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.012 0.000 - -- Snow 9.750 0.012 0.000 2 0.000 0.022 0.000 - -- NonR 9.750 0.022 0.000 SHEAR: Max V (DL +LL) = 2.19 kips fv = 0.73 ksi Fy = 18.96 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 10.3 4.9 4.9 1.75 4.24 30.00 4.24 30.00 Controlling 10.3 4.9 4.9 1.75 4.24 30.00 REACTIONS (kips): Left Right DL reaction 1.32 1.32 Max +LL reaction 0.86 0.86 Max +total reaction 2.19 2.19 DEFLECTIONS: Dead load (in) at 4.87 ft = -0.015 L/D = 8025 Live load (in) at 4.87 ft = -0.010 L/D = 11726 Net Total load (in) at 4.87 ft = -0.025 LID = 4764 -: Gravity Beam Design ` RAM Steel v11.2 Greg Hob' Grant's Place RAM DataBase: Dartmoth_owner rev 9 revised stair 11/29/07 10:17:42 KrEaNATENA Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Roof Beam Number = 456 SPAN INFORMATION (ft): I -End (102.00,36.50) J -End (102.00,71.00) Beam Size (User Selected) = W16X31 Fy = 50.0 ksi Total Beam Length (ft) = 34.50 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.629 0.000 - -- Snow 9.250 0.629 0.000 2 0.000 0.021 0.000 - -- Snow 9.250 0.021 0.000 3 9.250 0.098 0.000 - -- Snow 34.500 0.098 0.000 4 0.000 0.000 0.072 - -- Snow 28.000 0.000 0.072 5 28.000 0.000 0.072 - -- Snow 34.500 0.000 0.153 6 0.000 0.000 0.072 - -- Snow 26.000 0.000 0.072 7 26.000 0.000 0.072 - -- Snow 34.500 0.000 0.178 8 0.000 0.031 0.000 - -- NonR 34.500 0.031 0.000 SHEAR: Max V (DL +LL) = 9.18 kips fv = 2.22 ksi Fv = 19.67 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip -ft ft ft fb Fb fb Fb Center Max + 54.0 14.9 0.0 1.00 13.73 33.00 13.73 33.00 Controlling 54.0 14.9 0.0 1.00 13.73 33.00 REACTIONS (kips): Left Right DL reaction 6.65 2.91 Max +LL reaction 2.53 3.14 Max +total reaction 9.18 6.05 DEFLECTIONS: Dead load (in) at 16.39 ft = -0.646 LID = 641 Live load (in) at 16.73 ft = -0.442 L/D = 936 Net Total load (in) at 16.73 ft = -1.087 L/D = 381 l It 0714ee■2007 CIO 53 - 2_ AMERICAN HEATING: FAN POWER BOX ATTACHMENT @ CONCRETE & METAL DECK CO/ ED SHEETS MECHANICAL UNIT CALCULA IONS MUC1-MUC4 SKETCHES FEB 4 2008 SK1 CITY OF TIGARD BUILDING DIVISION c PROPtc,_ ep , Nx GtNe . 4f/ g o tie", 0 4 12,1 '7. /s D. G • IEZZar,,Pie f A January 31, 2008 CIDA PROJECT NUMBER: 2008 AMERICAN HEATING tIt.i 4445 SW BARBUR BOULEVARD, SUITE 200 PORTLAND, OREGON 97201 (503) 226-1285 3 fax (503) 226-1670 E-MAIL: info@cidainc.com COMMERCIAL INDUSTRIAL DESIGN ARCHITECTURE P.C. CIDA INC. • CIDA Standard Mechanical unit Attachment cdg TEL: (503) 228 -1285 Fan Power Box 1/30/2008 FAX: (503)226 1870 • MECHANICAL UNIT ATTACHMENT. LATERAL FORCES Pan .Power Box Hung floor framing W := 2501b Weight of unit • L := 24in Length w := 24in Width of unit h = 18•in Height of unit SEISMIC PARTS AND PORTIONS (Portland, OR 97229) Mapoed S := 1.073 site class= D • Pdiusted Maximum S := Fa Ss P := 1.07 Sms = 1.15 Design • SDS 3 ' Sms SDS = 0.765 USE S D S 0.85 CONSERVATIVE FOR PORTLAND AREA h: =10 z =h 1 1.0 a p = 2.5 R P := 6 Values for air side HVAC per table 13.6 -1 ASCE 7-05 0.4 a •I Fp C 1 + 2• h J •W p Fp = 106.25 lb 0.7•Fp = 74.381b Total seismic P I l F 0.3 SDS I Wp . F p m in = 63.751b 0 7•F = 44 lb Total seismic 0.2.SDS•W = 42.5 lb E: \adcadd \08\AMERICAN HEATING STD DETAILS\Iateral fan power box.mcd 4445 SW BARBUR BLVD SUITE 200 PROJECT NAME: Alm. laS� -tE4t7' PROD. No. SHEET PORTLAND, OREGON 97239 Q TEL: 503.226.1285 FAX: 303.226.1670 TITLE: r r t W 3 e Pb�R tic (r & BY: C) DATE: . E -MAIL: Info @cldelnc.com EMEiilE'MEMM M mMOMMEM r e v Kaite o.� 1211•E ZIIMM EENE o a#t i'► MI= E Ego ivi2 I■11: 4 2 ■U•■ ■R•i wil U__ I __ IMEEI MOIIII MI11111 = 5/, / G6. m 10 , 1111111111MM II ■rllm••••••• aim 11111111111111111111111■1111 111110 MI MIEiI3®I EMEIN E2 11111111111MME1111 _ 4 , ; n, 111111111111t FlMM' ©IIiMIESsI • nil IEEME23111fi1lEMEMIe_ • • Milli/Milli IMO - A11111111EIPANIZSEE0111M • . ' 111111/V11111 6111111111114- - ■•USUUUUUUUUU • • _. - PIRIIIMOMOMMIE1111111111111MIIIIN ..- 11111111111 lilli ' Air • 111111111111■ •■ •■ ' ■ : \I,c Ill I (: J IJltl. p I.I,C,IRNLI I;IN( I'I, ,JI'l„..„. INTI R101 r LAND,. . , ris= 4445 SW BARBUR BLVD., SUITE 200 PeoptCr NAME:. AlY1. 1 kill46r PRO,. No. SHEET MVO) PORTLAND, OREGON 97239 S� TEL: 503.226.1285 FAX: 503.226.1670 TITLE: `AtT1 Pov k't"Z 1261( By: Cr)I', DATE: O t E =MAIL: Info®cldalnc.com /16 fillirrzsili 1,1NOhz Of 1) UitTTl‘/t: ',, f) . IIIHI . - 14 1111111121ilraltget ip' 0.4',4"1-sfAv ' ,ve,mo. a ,___ ■mumi■ ■ 0,r2mazuz, _ tow./ AFL 4- EMI II El P21 : • q'c 4're "4 Iv Glie,74 UZI O, Go w4 0//" ')i4. -4,G UUU�IlU, _ I .:-..- /` ow ,GLUT . Ultimate and Allowable Load Capacities for Mini Dropin Installed -- Through Met i Deck Into Strudturai Ligh *weight Concrete'' __ lightweight.6oiicreteQver Man. 20 Ga. Metal Deck. re 3406'0 (20.7 MN Rod/ Minimum M3ii num i 314 ihilde'©ed5 Anchor Size Depth w d Embed. Ul • , . LO d p Lt+s flu d b Tension Shear Tension Shear ce' er.,2iz In. in, bs. lbs lbs lbs. (mm) (mm) (kN) (kN) (kN) (kN) I e, @�' 114 5/8 740 1 880 185 470 s 4 a (6.4) (15.9) (3.3) (8.5) (0.8) (2.1) 4 s ° ■ ( 9.5 ) ( 19 1 ) (0) (9.2) 2;040 (1.0 (2.3 ) 1/2 1 1,380 z • 120 345 530 VIM flOa1PB/ COMP " (12.7) (25.4) (6.2) (9.5) (1.6) (2.4) 1. The metal deck shall be No. 22 gage to No. 18 gage thick steel (0.030-Inch to 0.047 -lath base metal thldutess (0.75mm to 1.20mm)), 2. Allowable load capacities are calculated using a safety factor of 4.0. 3. Tpbulated toad values are for andrors Installed with a minImumo edge distance of 718' when Ins nstalled through the lower flute. ` Anchors Installed through the upper flute may be In any location provided the proper Installation procedures are maintained. 4. Spacing shall be In accordance with the Load Adjustment Factors table for lightweight concrete listed In the Design Ctltetle section. ::i la y °'6/S _,...t r: / : 7 ' . .. IIIIIIIIIIIINIOMIIIIIMIIIIIIIIkillIllIlIl m ( (.1 111(1. © 1.1'1(.IN11 • 1'1 AIJf.IiN(, • 11\111 4 . I.i \NI) St" AI'I • '�Itl@� 4445 SW BpRBUR BLVD., SUITE 200 PROJECT NAM!: ' •' "e/i 14" PRO/. No. SHEETYM /(4 PORTLAND, OREGON 97239 {��1 rx,_I {� TEL: 503.226.1285 FAX: 503.226.1670 TITLE: r /1" " wYVt-rz 1' ->) ` By: ( 11)6'. DATE: 01 I . q E-MAIL: Info @cldelnc.com I '"‘' I Ili � 111■ENO■ Fla , ', � �, 2} o �4 ■EFL �. = d d � � NEE Mill Mill 111111111111111111111111, ... - ,C,��IE NE , Z@ ■.. 111111111 MIIIIIIIIIIIIIIII L?1r�L %I/II �■11r1 liIR EE fif MNI EZ e Gorl, _5 ,,:.:414' 111111. BEE e OEM hv' i-'/ • i, ' i ifo ■■■ U.. ■ 111.111 k . Nom . EIBIE / EN111111111O12.2111NEM - iiiiilli TABLE 2— AIAWABLE TENSION AND SHEAR VALUES.ffOR T3•FASTENER INSTALLED IN MINIMUM 3,000 peI STRUCTURAL SAND-LIGHTWEIGHT CONCI IE YE ' 8 �, . TO : . l is SIHANK MIlUMuM MINIMUM MINIM01 INSTALLED IN CONCRETE • INSTA1:41'D,INTf+{iCO('IORETE _ DIAMETER EDGE SPACING EMNEDMENT tf� . WI• 01' F-4 g K , (Inch) DISTANCE (Inohee) DEPTH - ,F�l u < Tension Shear L�,4v4rute: bOt3f' � Flyte (Inches) �(inoh) . ∎... by 11160a f -- 0.126 3:2 4.0 84 .:108 • . .12: / 242 ee 1/4 _ 108 173 _ ,93 288 For SI: 1 Inch = 26.4 mm, 1 psi = 6.89 kPa, 1 Ibf = 4.45 N. • 'The fasteners musti not be driven until the concrete has reached the designated minimum compressive.etrength. Concrete aggregate must comply with ASTM C 330. Minimum concrete thickness is three time the fastener embedment Into the conarete. ¢ I'he allowable shear and tension values are only for the fasteners In the concrete. Members connected to the concrete must be investigated In accordance with accepted design criteria. 'The stress Increases and load reductions described In IBC Section 1805.3 and the stress Increases described In UBC Section 1812.3 are not "J allowed for wind loads acting alone or when combined with vertical loads. No adjustment IS allowed for vertical loads acting alone. I "For fasteners Installed through steel deck, the fastener shell be installed though the lower flutes of.the deck with a minimum edge distance of . - 1 2 Inches from the edge of the steel deck and 4 inches from the end of the deck. See Figute 1 of This report. .----I Me steel deck must have a minimum base - metal thickness of 0.035 Inch, a minimum yield strength of 38 kel and a profile as noted In Figure 1. _ /INS 111111 11,1._UU111111 . U_U... . . ;I?[.III i 1 I Ui;f © I fdi,lhll:l.l(Ii•i' 0 I,I Ni m It fI' b ill', • Lr1f.i. ,C • I I • • TYP FAN POWERED .BOX STEEL STRAP HANGERS • INSTALLATION LESS THAN 250LB PER ELEVATION 20 GA CLIP & (2) #10 • SMS 0 EA. WIRE • • L - - - --I I I PLAN It • 5 7 X EXISTING CRETE �' / Og Q OVER METAL CON DECK V ; / 12, '1° , /S D. GP G 3/8"0 x 3/4" DEEP POWERS EXPIRES: ,'��,�'� MINI- DROPIN ANCHORS ®EA STRAP HANGER •• ' v RAMSET M034 3/4" PINS -- INSTALL W/ RAMSET -T3 GUN- - r - - - --1 ,� —.., co EA BRACE WIRE I I I \ 1 12 GA. WIRE (MIN 30" /MAX 60 ") 1 FILTER 1 1 INLET / TO BRACE UNIT - -TYP. EA. CORNER I I , / 1" x 22GA. STEEL STRAP L _ _ _ _ J _ HANGERS - -TYP. EA. CORNER ELEVATION 0 FAN POWER BOX 1 " = 1' -0" AMERICAN HEATING FAN POWER BOX ATTACHMENT — SKI STANDARD DETAIL 01.30.08 1" = 1' -0" CRW _ • 4445 SW BARBUR BOULEVARD SUITE 200 PORTLAND, OREGON 97239 TEIJ (503) 228 -1285 /Ax: (803) 220 -1070 A I : ( . I I I T I ! 1 111.'1 • I Ilk ,1111 I I I I I t , • I ' I Af•If•1I11(, • III I I 1 • 2007 CIDi. M. ALL 'WIRD RESERVED AMERICAN HEATING: VAV BOX ATTACHMENT @ CONCRETE & METAL DECK STRUCTURAL_ CALCULATIONS SHEETS • MECHANICAL UNIT CALCULATIONS MUC1 -MUC4 SKETCHES SK1 Q ED PROF / 72 '$ r i s D. GP EXPIRES: / vd� January 31, 2008 CIDA PROJECT NUMBER: 2008 AMERICAN HEATING t4v A firAge 4445 SW BARBUR BOULEVARD, SUITE 200 PORTLAND, OREGON 97201 (503) 226 -1285 3 fax (503) 226 -1670 E -MAIL: info @cidainc.com COMMERCIAL INDUSTRIAL DESIGN ARCHITECTURE P.C. CIDA INC. CIDA Standard Mechanical unit Attachment cdg TEL: (503) 226 -1285 • VAV Box 1/30/2008 FAX: (503)226 1670 MECHANICAL UNIT ATTACHMENT - LATERAL FORCES VAV Box Hung below floor framing W P = 200lb Weight of unit L := 24in Length w := 18in Width of unit • h 18•in Height of unit SEISMIC PARTS AND PORTIONS (Portland, OR 97229) Mapped S = 1.073 site class= D Adiusted Maximum S ins := Fe S8 F 8 := 1.07 S ans = 1.15 Design 2 SDS 3 ms SDS = 0.765 . USE SDS := 0.85 CONSERVATIVE FOR PORTLAND AREA h := 10 z := h•0.75 Assumes maximum 4 -story building with box under 4th floor 1 := 1.0 a p := 2.5 R := 6 Values for air side HVAC per table 13.6 -1 ASCE 7 -05 0.4•ap SDS.; Fp := (1 + 2 h W Fp = 70.831b 0.7.1 = 49.581b Total seismic P ll Fpmin 0.3 SDS •Ip Wp F = 51 lb 0.7•F = 35.7 lb Total seismic 0.2• SDS• Wp = 34 lb • E: \adcadd\081AMERICAN HEATING STD DETAILS\lateral VAV box.mcd - . 4445 SW BARBUR BLVD., SUITE 200 PROJECT NAME: P I id( PROI. No SHEET ''Mktg PORTLAND, OREGON 97239 N (� {?.n �y t ) TEL: 503.226.1285 FAX: 503.226.1670 TITLE: \ /AV . Br: GCMG' DATE 44W ^( E -MAIL: info ®cidainc.com 1 1111EM M■'M■■■■C , o __ .- ' 1 11111111111 - EiI f M 1 ■[I ■ /11 ■E: ■EMP ■ ' 111111111111 W5-44 , ■ 1' w ° P, n t i ■IZIEEMIE■ J■IT■■ ' ME • . I__IIIIIIII • ■■■■■■■■■■■ • E2 "w ■EME UMIEMrM I 1 , 1 : 011211212MMEMMETIMIWIMMIN M. I- 11111111111111111 \RC'11111( I1.IIl. .2: J. IGINNJI 1.RII'II $) 1'1 ; \I'lN IP1(. @ I U:PLO PS 0 I :'\iNI)SC : \I'1. • . C . 4445 SW BARBIJR BLVD., SUITE 200 PROJECT NAME: Aim U ' Paol• No. SKeeT ,� 1101 rnu PORTLAND, OREGON 97239 V e) BY: C-b& DATE :CIIL TEL: 503.226.1285 FAX: 503.226.1670 TITLE: 1 66 E -MAIL: •Info @cidalnc.com • 1 /6NOR ch',u /c e 1,14/,1477d/ Of pg.t fei Pit Rr.•4* ! Sav - pef) ....,./ l 4 pRBr 1n /Xf, $feA✓ 4 /GbD4S • )° /�/Z > 07/4 / --- GfPPJ4' 9' -' ` i,%yG • 500o p w 0 c o TA rieiv- = 2 %01.1v - •f-h4 •4 / /a'/ If' liir,7i /0// D0 -j 01//'( 4444. I trio 2 2 Gwk , " m ' t1p64 OZ ;1" Tf Z'►' k 0 • fi4tt1i . . . Ultimate and Allowable Load Capacities for Mini ,Dropin Installed • through Meal beck into Structiltal- ;leitWeighit Concrete'." . • Lightweigh CCti Ov r i ln. 20 Ga. Metal Deck. f<'' ? $M6 - psta0.7 MPa) • Rod/ E mu Mtfl t 'I #etk 4 . • Size Depth UltIMate. o _ A110W1 Lotd kretam BR d • h„ Tension .. Fhear. Yen;lon Sitar A g tt t8 In. In. lbs. 1) lips 1 s. (mm) (m171) (kN) • IkN) (kN) • (N) a 4 . e -71 w+ 1/4 5/8 740 • 1,880 185 - 470 4 a (6.4) (15.9) (3.3) (8.5) (0.8) (2.1) _ 3/8 3/4 880 2'b40 220 510 (9.5) (19.1) (4.0) (9.2) (1'.0) (2.3) i+►Nt cl5aua�I men= (1/2 ) (25.4) (6 2) (9 5) r (1 6) (2.4) • 1. The metal deck shall be No. 22 gage to Na 18 gage thick steel 10.030-Inch to 0.047 -Inch base metal thickness (0.75mmto 1.20tnnj. 2. Allowable load capacities are calculated using a safety factor of 4.0. 3. Tabulated load values are for anchors Installed with a minimum edge distance of 7/8' when Installed through the lower flute. Anchors Installed through the upper flute may be In any location provided the proper Installation proced are maintained. 4. Spadng shall be In accordance with the Load Adjustment Factors table for lightweight concrete listed in the Design Chterla section. V rf -a 5�,/' r 5 If alPY -- ( X -2 dGA Sln-4z. 47,;4,4/' "'/ �� r� / , S �.� rc 4'01 TI,..„0 _ , J56r/ 414-ow = 10 » a /s€. ,✓ -' 4.-- i \ I : ( . ! l l T I . d; 1 [ 4 ' I I N I G I I J u F I t I 1 \ 1 C I 0 P I . . \ I ' I I \ I l f • - ! ( , 0 I 1 1 1 1 . 1 0 0 1 0 Lr\Id17`•t $e1 1Ll.�/�� ' L l t'� n . / . 4445 SW BARBUR BLVD., SUITE 200 PROJECT NAME: ` 14 �'` i4 r-� PROJ. No. SHEETI , , 1 M f 1 %) L6} - PORTLAND, OREGON 97239 TEL: 503.226.1285 FAX: 503.226.1670 TITLE: \I AV P'( By: CI* DATE: 01 1 9) 110; E -MAIL: Info @cldalnc.com BUNN 6R71II'' EEMI ■ ■ ■11■ ■ ■IIIE Wifl ii �11 ■■ IIIlTflhIIIlIUuII ■'1MM11_ ''. % HEE Q EEIIIIIIIIIIIIEIIIIIIIIIIIIIIikNiillIllNIIIIIIIIII 11111111113111111111111111/1 1 „„,,, 111■ ■11 ! 11111 ■ ■11 ■11■ ■11i(vfil11■ ■P:iii©EAMI 111111111111.11111,11M9R111111111111 IIiiHI ■ ■■■■ ■■■■■u ■1111EN ■21MMIMME ■C MEINEi ■1111■ ■1111■■■■ ■ ■iri111111 o12' ■EM1111I11EE ■1111■■■ ■■■ ■■■ ■■■11 ■ ■■■ ■1111■■■r■umsm•u■ ■■1111■ ■■ ■ ■11MEI11EiEa ■■ ■1111■ M.1111 NIIIIM ■■ ■ ■1111 ■ ■11ME011E11■ ■■ ■III E 111111 i iillWi■ ■ ■■ TABLE 2— ALLOWABLE TENSION gIVD OM VALUES FOR T3 FASTENERS ERS INSTALLED IN MINIMUM 3,000 psi STRUCTURAL SAND- LIGH1WEIQHT CON IItE'''' • SHANK MINIMUM •M N IMUM MINIMUM INsTAL•LED INTO CONORATE : (NSt. , 4EOJNTO 'CONCRETE DIAMETER EDGE $ACING • EMBEDMENT I.STEEL DECK (Inch) DISTANCE (Inches) DEPTH Tension Shear IbWet Flute Lower Flute (Inches) (Inch) TenslOn Shear '1 84 108 - - . 72 ' 242 • 0.126 • 3.2 4.0 3/, 108 173 , 93 298 For SI: 1 inch = 25.4 mm, 1 psi =8.89 kPa, 1 Ibf = 4:46 N. 'The fasteners must) not be driven until the concrete has reached the designated minimum cortlptescide strength. Concrete aggregate must I comply with ASTM C 330. Minimum concrete thickness Is three times the fastener embedment into the concrete. 'The allowable shear and tension values are only for the fasteners in the concrete. Metnbers connected to the concrete must be Investigated In _ accordance with accepted design criteria. *The stress Increases and load reductions described In IBC Section 1605.3 and the stress Increases described In UBC Section 1612.3 are not allowed for wind loads acting atone or when combined with vertical loads. No adjustment is allowed for vertical loads acting alone. . ° For fasteners Installed through steel deck, the fastener shall be Installed though the lower flutes of the deck with a minimum edge distance of I 2 Inches from the edge of the steel deck and 4 Inches from the end of the deck. See Figure 1 of this report. & The steel deck must have a minimum base -metal thickness of 0.035 Inch, a minimum yield strength of 38 kel and a profile as noted In Figure 1. y L L t' l ®1111■■ ■1111 ■1111■ ■ ■ ■ ■ ■ ■III■ ■ ■ ■■ ■ Alt( 1 1 1 l t 4 . l 1 1 1 ? I • 1 1 . ( : , 1 ! • . 1 1 I • R I i' J I , * PI A N N I i • i ( . ' a I N I I IZII)R\ G I : \I'JFO,l API • • • TYP VAV BOX INSTALLATION LESS THAN 220LB STEEL STRAP HANGERS PER ELEVATION • ATTACH WIRE TO UNIT W/ (1) #10 SMS i I 01) PRO V CO t PLAN w` 4 41- GON EXISTING CONCRETE .1/5 D. GP`‘' OVER METAL DECK j ��, da , 3/8 "0 x 3/4 DEEP POWERS MINI - DROPIN ANCHORS © EA HANGER 41 4PRI I 41 11/ 1 14 1 /4 1 4.rimwor RAMSET M034 3/4" PINS -- INSTALL W/ RAMSET -T3 GUN -- ( // @ EA BRACE WIRE 12 GA. WIRE (MIN 30" /MAX 60") TO INLET BRACE UNIT - -TYP. EA. CORNER \ j 1" x 22GA. STEEL STRAP HANGERS - -TYP. EA. CORNER LEVATION VAV BOX @ CONCRETE OVER METAL DECK in = 1.-0" AMERICAN HEATING VAV BOX ATTACHMENT @ MTL DECK - SK1 STANDARD DETAIL 01.30.08 1" = l' -0" CRW 4445 SW BARBUR BOULEVARD SURE 200 PORTLAND. OREGON 97239 TEL: (303) 226 -1285 PAM (803) 228 -1670 i\ I ( . I I I l 1 l •I I I I ' 1 • 1 1 . 1 ( . 1 1 , 1 1 I • 1 ' 1 /\ I.1 I I I I l (. • III I I © 2007 CITY. WC. ALL MIS RESERVED / 2 0 7 -cy-0v3 32. MANE' Submittal Trane A Division of American Standard Inc. Prepared For: Date: August 10, 2007 Ken McKinley @ American Heating Job Name: • Dartmouth Square VAV boxes Trane is pleased to provide the enclosed submittal for your review and approval. Product Summary Qty Product 4 Variable Air Volume Fan Powered Terminal Units 3 Variable Air Volume Single Duct Terminal Units The attached information describes the equipment we propose to furnish for this project, and is submitted for your approval. Greg Korkowski Trane 7257 SW Kable Lane Portland, OR 97224 -7181 Phone: (503) 620 -8031 Fax: (503) 639 -1454 J:IJOBS1124134513111Dartmouth Square submittals. doc Dartmouth Square VAV boxes August 10, 2007 Tag Data - Variable Air Volume Fan Powered Terminal Units (Qty: 4) Item Tag(s) Qty Description Model Number Al FP1 -1 1 VAV Fan Powered Terminal Units ( FP) VPEF0602SQ A2 FP1 -2 1 VAV Fan Powered Terminal Units ( FP) VPEF0602SQ • A3 FP2 -1 1 VAV Fan Powered Terminal Units ( FP) VPEF0802SQ A4 FP3 -1 1 VAV Fan Powered Terminal Units ( FP) VPEF0802SQ Product Data - Variable Air Volume Fan Powered Terminal Units All Units Parallel with electric heat 02 super quiet fan 1/2" [13mm] matte faced insulation Flanged connection 277/60/1 motor voltage Single speed motor w/ SCR DDC w /pulse width modulation Left hand connection Power fuse 480 volt, 3 phase 24 volt mercury contactors Disconnect switch Electric heater air flow switch 1 DDC sensor with set pt and occp (Fld) 1 DDC auxiliary temperature sensor (Fld) Item: Al Qty: 1 Tag(s): FP1 -1 6" (152 mm) inlet size 1 stage of heat 2.0 kilowatt Item: A2 Qty: 1 Tag(s): FP1 -2 6" (152 mm) inlet size 1 stage of heat 3.0 kilowatt Item: A3 Qty: 1 Tag(s): FP2 -1 8" (203 mm) inlet size 2 stages of heat - equal increments 5.0 kilowatt Item: A4 Qty: 1 Tag(s): FP3 -1 8" (203 mm) inlet size 2 stages of heat - equal increments 4.0 kilowatt Performance Data - Variable Air Volume Fan Powered Terminal Units Tags FP1 -1 FP1 -2 FP2 -1 FP3 -1 Design cooling airflow (cfm) 200 280 700 700 Min cooling airflow (cfm) 100 140 350 350 Valve heating airflow (cfm) 100 140 350 350 Cooling inlet diameter (in) 6.000 6.000 8.000 8.000 Cooling inlet velocity (ft/min) 1019 1426 2005 2005 APD @ cooling airflow (in H2O) 0.05 0.11 0.14 0.14 Fan airflow (cfm) 125 125 350 350 Downstream SP (in H2O) 0.25 0.25 0.25 0.25 Lock downstream SP? Yes Yes Yes Yes Fan TSP (in H2O) 0.25 0.25 0.26 0.26 % of fan range ( %) 1.00 1.00 59.00 59.00 Fan power (hp) 0.125 0.125 0.125 0.125 Elevation (ft) 0.00 0.00 0.00 0.00 Plenum EAT (F) 70.00 70.00 70.00 70.00 FLO = Furnished by Trane / Installed by Others Trane Equipment Submittal Page 3 of 3 Dartmouth Square VAV boxes August 10, 2007 Tags FP1 -1 FP1 -2 FP2 -1 FP3 -1 Primary EDB (F) 55.00 55.00 55.00 55.00 Radiated transfer function ARI 885 -98 ARI 885 -98 ARI 885 -98 ARI 885 -98 mineral mineral mineral mineral fiber fiber fiber fiber Discharge transfer function ARI 885 -98 ARI 885 -98 ARI 885 -98 ARI 885 -98 Operating weight (lb) 109.0 109.0 110.0 110.0 Max inlet SP (in H2O) 0.75 0.75 0.75 0.75 Unit heating airflow (cfm) 225 265 700 700 Coil heating capacity (MBh) 6.83 10.24 17.08 13.66 ' Room heat loss (MBh) 5.69 8.54 12.90 9.48 Room heating setpoint (F) 68.00 68.00 68.00 68.00 Coil EAT (F) 63.33 62.08 62.50 62.50 Unit LAT (F) 91.31 97.71 84.98 80.49 Coil LAT (F) 91.31 97.71 84.98 80.49 Full load amps (A) 3.11 4.31 6.71 5.51 Min circuit ampacity (A) 3.88 5.39 8.39 6.89 Max overcurrent protection (A) 15.00 15.00 15.00 15.00 Electric heater kW (kW) 2.00 _3.00 5.00 4.00 . FLD = Furnished by Trane / Installed by Others Trane Equipment Submittal Page 4 of 4 MINE Submittal Trane A Division of American Standard Inc Prepared For: Date: June 07, 2007 Ken @ American Heating Job Name: Dartmouth Square in Tigard SW Dartmouth & 70th Street Tigard, OR 97223 Trane is pleased to provide the enclosed submittal for your review and approval. Product Summary Qty Product 1 Commercial Rooftop Air Conditioning Units (Large) The attached information describes the equipment we propose to furnish for this project, and is submitted for your approval. Greg Korkowski • Trane 7257 SW Kable Lane Portland, OR 97224 -7181 . Phone: (503) 620 -8031 Fax: (503) 639 -1454 • • • • J :IJOBS1124128920131Dartmouth - 460V RTU submittal.doc Dartmouth Square in Tigard June 07, 2007 Tag Data - Commercial Rooftop Air Conditioning Units (Large) (Qty: 1) ' Item Tag(s) Qty Description Model Number Al RTU -1 (460) 1 90 -130 ton Packaged Industrial Rooftop _ SFHGC904 Product Data - Commercial Rooftop Air Conditioning Units (Large) Item: Al Qty: 1 Tag(s): RTU -1 (460) Self- Contained, Natural Gas Heat 90 Ton Unit 460 Volt -60 Hertz -3 Phase • 2 Stage Gas Heat Capacity 100% Exhaust 30 HP With Statitrac 700 RPM Exhaust Fan • High- Efficiency Throwaway Filters 60 Hp (2 -30 Hp Motors) Supply Motor 1400 RPM Supply Fan 0 -100% Economizer Economizer control w /dry bulb Supply and Exhaust Fan with VFD and Bypass UL Approval Nonfused Unit Disconnect Switch High capacity evap coil Temperature Sensor (Fld) High - Efficiency Motors (Supply And Exhaust) Access Doors Trane communication interface module Standard Flat Roof Curb (Fld) TRAQ flow sensor Year 1 Labor Warranty Heating & Cooling Performance Data - Commercial Rooftop Air Conditioning Units (Large) Tags RTU -1 (460) Design airflow (cfm) 35000 Exhaust fan airflow (cfm) 32000 Cooling EDB (F) 80.00 Cooling EWB (F) 64.00 Ent air relative humidity ( %) 41.56 Ambient temp (F) 95.00 Leaving Coil DB (F) 53.63 Leaving Coil WB (F) 53.43 Leaving Unit DB (F) 57.88 Leaving Unit WB (F) 55.17 Gross total capacity (MBh) 1087.55 Gross sensible capacity (MBh) 1014.52 Gross latent capacity (MBh) 73.04 Net total capacity (MBh) 936.13 Net sensible capacity (MBh) 863.10 Net sensible heat ratio ( %) 92.20 Input htg capacity (MBh) 1000.00 Output htg capacity (MBh) 820.00 Output htg capacity w /fan (MBh) 954.11 Heating EAT (F) 60.00 Heating LAT (F) 81.59 • Heating delta T (F) 21.59 Supply duct static pressure (in H2O) 3.50 Return duct static pressure (in H2O) 1.25 Component S.P. drop (in H2O) 1.93 Total static pressure (in H2O) 6.68 Supply motor brake horsepower (bhp) 52.65 Supply fan RPM (rpm) 1445 Exhaust static pressure (in H2O) _ 1.25 FLD = Furnished by Trane / Installed by Others Trane Equipment Submittal Page 3 of 3 Dartmouth Square In Tigard June 07, 2007 Tags RTU -1 (460) Exhaust motor brake horsepower (bhp) 22.03 Exhaust fan RPM calculated (rpm) 708 System power (kW) 139.00 EER @ ARI (EER) 9.7 IPLV @ ARI (IPLV) 11.3 Minimum circuit ampacity (A) 284.88 Maximum overcurrent protection (A) 300.00 Minimum disconnect switch size (A) 316.00 Recommended dual element (A) 300.00 Compressor 1 count (Each) 4.00 Compressor 1 RLA (A) 27.30 Compressor 2 count (Each) 2.00 Compressor 2 RLA (A) 18.20 Supply fan motor FLA (A) 37.50 Supply fan count (Each) 2.00 Condenser fan FLA (A) 14.40 Exhaust fan motor FLA (A) 37.50 Other FLA (A) 2.00 Evaporator face area (sq ft) 59.30 Evaporator rows (Each) 5.00 Evaporator fin spacing (Per Foot) 148 Condenser rows (Each) 3.00 Condenser fin spacing (Per Foot) 144 Min. unit operating weight (Ib) 13240.0 Max. unit operating weight (Ib) 17270.0 Fan motor heat (MBh) 151.42 FLD = Furnished by Trane / Installed by Others Trane Equipment Submittal Page 4 of 4 • rn 0 0 O N Cr) r m O 0) a -) a \ r2 e =All J — = - 1 - +s ! ' . % • °� \\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ % f �J •:-.::, 1 CI) X1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \` � 1 a% c'1., ; d` �; \ ������������������a���o o�����,,,,, 0� ; 0 \ \" 0 \ \ ", �) \ \" �0 N is n $1 C O I / w o E l-• / N \/ //////ll H 72 E v c" i-7 0 L— co co • CO C1) • C o LD / �i N 7 E m • O Q II E ° iv • C y L. h ° ) MITSUBISHI . , ®ELECTRIC M HVAC Advanced Products Division Split - ductless A/C and Heat Pumps 'SUBMITTAL DATA PKA -A18GA & PUY- A18NHA : ,111,O11D ldtu %h WAL MO A CONDITIONING SYSTEM Job Name: DarfinOU t -CO va & Location: Date: Purchaser: Engineer: Submitted to: For ❑ Reference ❑ Approval 0 Construction Unit Designation: FC — I C (J —* / Schedule No.: GENERAL FEATURES , ' - `1" R Remote Controller. Z PAR -21MAA • Limited warrant one year on parts and defects and six . a.,,.th Y� Y P' a:.�tis� +`A. � r years - , ,,: ., f -fi • u on compressor �:� . t� ���, �,. I • •: P r: . • Compact side-discharge outdoor unit r , 2 i : ' ' -' g t ' w :• r P Ya ; „li • Zone control i L r.; ,,, a n;. f •r k5 t a r s ""r ,, ; .;e ;; ;; I , ,:+. X , ' L- x . , 34 • C� me - Y . A li y y :. 4 I F .. r r 1 y fz -v t�l� f r y ,Iti � +A f t"tt 4 r I I '.A 1 1 , 5% • Hard - wired, wall - mounted remote controller (PAR -2I MAA) hi x� yg.=. '' ' rr f � Ht :;!:;;;'1,i,••:,:::::'1,!::,' ! ` ' I r i - • Automatic fan speed control Y , ' , � , .J: a = 4iNal'1�wSY. " 7 r te i I I ir, �L�n 4 ,1;; I � 1 F • Quiet operation — both, indoor and outdoor units ' �' ` ` -•' •�' .'••'"'' : .-- '. • j ? � l i i Ala +� n i n , s • Auto restart following a power outage Indoor Unit PKA - A18GA t y ' • Self check function Outdoor Unit PUY A18NHA • Advanced microprocessor control Outdoor unit Rated capacity 18,000 Btu /h Compressor DC inverter /twin rotary Minimum capacity 8 000 Btu /h MCA 13 Total input 2240 W Fan motor 0.35 F.L.A. SEER 14.1 Sound level 46 dB(A) Power supply 208 / 230V, 1 Phase, 60 Hz DIMENSIONS INCHES MM Breaker size 15 A W 31-1/2 800 Voltage D 13 +7/8 330 +23 Indoor - outdoor S1 -S2 AC 208/230V H 23-5/8 600 Indoor - outdoor S2 -S3 DC 24V Weight (lbs/Kg) 90 / 41 Indoor - remote controller DC Refrigerant type R410A Indoor unit Refrigerant pipe size O.D. (inches /mm) MCA 1 A gas side 1/2 / 12.7 Fan motor 0.33 F.L.A. liquid side 1/4 / 6.35 Fan motor output 30 W Max. refrigerant pipe length (ft/m) 100 / 30 Airflow (Lo- M1- M2 -Hi) 320 - 350 - 390 -425 Dry CFM Max. refrigerant pipe height difference (ft/rn) .... 100 /30 290 - 315 - 350 -380 Wet CFM Connection method flared Sound level (Lo- M1- M2 -Hi) 36- 38 -41 -43 dB(A) DIMENSIONS INCHES MM W 39 990 NOTES: D 9 235 •1. Rating conditions (cooling)- indoor : D.B. 80 °F, W.B. 67 °F H 13 - 3/8 340 outdoor: D.B. 95°F, W.B. 75 °F. Weight (lbs/kg) 35 / 16 Operating range Field drain pipe size I.D. (inches /mm) 3/4 / 19.05 Indoor intake air temp. Outdoor intake air temp. Cooling Maximum D.B. 95 °F, W.B. 71 °F D.B. 115 °F Minimum D.B. 67 °F, W.B. 57 °F D.B. 0 °F ' • Wrth wind baffle Installed. II not Installed, the minimum rated temperature Is 23 °F08. 4 IN&R 1 Notes: • • ■ DIMENSIONS: PKA -A18GA & PUY A18NHA ) 400 <15 -25 2&S/32(715) Air hake 8-27/32(2251 34754t311/113> D334-5(100 Melaka) Front vlew 133813401 8-032(80) 11.1/32(260) 93/512331 Ai Kate Ak r1a 7 N1 / // I 1 L I I r i 45.4<I.25P32,. 391990) Aum lane v Wirer ads .,.`. ,.. 40ct•9/16 27.3 94/4(235) mits(Ifi9) 1.9116(40) 16-33/32. 121axnlmvua0 I j 22<7/6> ; ri 1 I 1 ' 22,2224718. 6 1 1 1 1 1 1 1 1 1 1 1 1 I I e IID IDDUUIUUIDDDDUUIIDDIIIIIIIIIIII 12 wMdhoY ee us IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 f :.l f uuuuuuIIIUUImIUlumuu 2-3/4(70) ,6,35) ullluuuulluuuuuuuuum li mIIIIIIUUUIIIUmumluum 131/32(50)_ - 7.153211901 Illlum , 5 1 4(469) ;•-s 15. 9/16(3951 umIUUIIUmIIIUmuuuuuI Front view (top open the grille) 1 IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII b Fe ar •i• _.___f .6-."--Ilm • elE1—•-•:" A 2a7.5<,,., t/3a — ' .GU.1!i 80041am I 22.7 : 5e1 ` MIL �t 23-29)32. seMOe „ 1341 MN - tilt 8-1/32 153 swipe • • ix dm •: 0 Paste hose total l e n g t h 3 /5(600)) I okra/mg ��) 1rz 222c7/ I I.■■■ 0 Gas •• I Condos lot .. , FIAFEe635<I /4F> ' Less tlia11 19/32 5 $� I , 1111 . Ill 1 — __ Camec6al te1 : : - mil RAREo1 ,44 21/32. 2.7a/2b i !I i die Sante port IM II 1831! 2 2 :..) 23!60 94/. 58 2 PERFOA iIFIED f 2.r: =' ;'' S /.,F� - - MITSUBISHI CER �FST4%� ® PARTNE ELECTRIC HVAC Advanced Products Division Mitsubishi Electric & E)ectronics USA, Inc. 3400 Lawrenceville Suwanee Rd Suwanee, GA 30024 Tele• 678 - 376 -2900 • Fax: 800 -889 -9904 Toll Free: 800- 433 -4822 (#3) www.mehvac.com C SD - PKA -A18GA / PUY- A18NHA • A - 200604 0 MITSUBISHI ELECTRIC / HVAC 2006 Specifications are subject to change without notice.