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7216 SW DURHAM ROAD STE 100-7 I I !�i r Al i M. i., ,. y~ �r .- :f .. •, i _ .L,< .1 s . -j;Rs •' } •# !Rjc'4' '�" c` 'rj�, I' .p- ., F./, r -moi J _. r. r s' ~'S r. T;7" S 'S r a.•: /' . K ♦ c 4 + r , - -. i • - r �' r ' � 4 r �+... y - s .s 4 1` '•, xr Tl— I i> .�/� wr Of 0 Pd6M T ILI leo SOO., AIL F 1w � - 1� I"319 14-0 m r h r L» r '•lEr1 i-� i I, JKLE FE= COOUNG HEATING CFM I�IN.DSA IGHT REMARKS e-0 10•-40 . . YrOts 4*T0M 46 1/IY 76 11/fY ti•• 1•Z iM �j►-no s• IWu ,li mm m ae l•. un p•.-0- �yg/ M�-0 1 KMwy� 1b�. NICU I•• mmu 2w 2" • m 4 Dim CHATM dill,mAl _ e Isis. — -- ® �.,� � OFFICE FINMKIMUIL � gal zPon ANA � z z i.I SECTION A -A SCALE: 1/8w -- V--Ow — + v' A Z Yo� !►cac O 4v ; �-. co z i >a le. �z The Q � � i� —- 8"0 D,� I •8 lbr N lbs $oo "n (T�rP. e) 160 �, 1�9 Ql { z z ..�� A 1 i jj i — • ' OCE A CO WEIGHT DETAIL e DOWN TOC LING (TYP•) `- 14M (TTP. 2 - I � '"♦ O TOP Of DUCT I I I .� _ YOR• 4 TON GASPACK � r�r�� �y i 189 The 160 lbs BaaTN 16'7 G I f I z � r AAM 600 (TYP, 4) 1.8 The 190 The • ,1lYO ('PYP. 4) ' I I ♦y 1 A 10 2Se M i 16 • 14"0 10"o i W t 140 100 1I ` to � ttr r a..._ B CORNER WEIGHT DETAIL_ M C 1 p"y 10 0 A to , I 1 W". 1Lt.a. D 1 16"0 10 _Ae• a0 160 ii 15`0 I p— � I 14 * ` ONgm.&W.10N � �t L �i�nc�� + '9 14x14 R4114Ti4 R/A WUTI_ __1— '— 0 158 lbs 4 166 lbs RTU IRTU='� 12'0 p M I I 14"0 No lbs 1 4 GAS LINE 3/4"0 GAS LINE ` lit Y m 163 10 ] o r i 2b0 276 2°76 — a�arw" ' R NER WEIGHT DETAIL {, c COF _ b 1 BCAIS N.T e CUTECH - a A 154 PEOWE T ATTACWWIT TO ROOP CuRb. 1 IIiJtA)l. /�10 DRTVt 3C111'll THROUGH 18 GA. 1200FACTT'ORY CURB UNIT R1TO IAGA. �4 Ir + • ,-- ; .� �1z • 1-1/4"0 GAS LINE 0\ I J — - /l Oxl qw TAPPING DRrvs SCRStr 1 !4 TYP. OF 8 (4 EA. SDI) { - a GRUIE 1�'J11"w11 . Y L -_ rn HVAC UKrr I I�1 FIELD. --- - 1 "0 14 z / t� z MEHOUSE - _ _ _ - o A 2 0 cur® .. I 12" ROOT w o l` 1 _ -_ • '3/4-00 GAS �E I n { , D RTU EI MIC DETAii, x t 1 0 GAS LINE 1 �,(TYP. d) ldi �cAli K z 3. ► i E � _ W i RTU �6 U :� — ws rml aa� a Iran slave 411 •/ Innlwn � us aa. � � a N \ ) o V � / I r1AC Cal tNar 1IIrW,►*laol Ide i11a7 e� 1` J 14 _ cm!eA 1�- won" CANT i�1 Z t� i 0 a wtvy did m► 1L41o1a WOW Tr•At *viral rum IP do k"m j HAS z 14-0 m sc= is oxan= I BOVIIIear asnr Her fJ i 1-1/4"0 GAS LINE 408 400 _ -- r!G'➢'oiirr awm cm■r 14 aA L) ---..._._.-- I I 1 4• loom sun w "4w"baa rnl H w:o ,d--� r wee `'' � a ^ ' .f 0 ® a cv o ►>' { 1GAS LINE SIZED PER GMSC-' 36 TA 903-E. I T2-1 � �� le O.C. -- snruwlulr �■Ra.�l � �.� w t�- a 2. GAS LINE HUNG PER ONSC-19W fARW NIX-A.. :�. BRANCH DUCTWORK TO BE SAME ' aAS 14 E CURB DETAIL. _ HVAC --` FLOOR PLAN CONNECTIONS. _ xi aC1�1j M 4, DIFFUSER SCALE: 1/8" = V-0" 4. NO WORK IN BATHROOMS. LUNCH ROOM o �C L6cEND: OR WAREHOUSE. cin ! �I (s) AMSTING ro Ue�all ilarNa011t�D N Mir 1D 1Q j (n) NWW Ma+ncrt woerr wr, i►Ic wear wrrtor I 40Q �Oa (s) RIR W.ATB •, (mm) RMOVR CAD ao. 26oa • j . I i ® aIrPPLY /JH11.:S 2# GAS DETER I TOTAL LOAD: 445 UBTU I - ! R�r1'lnal aRI1+1.8 RD - NO. TOTAL LENGTH: 381 FT. 7>� NOSTAT � P.O.C POINT 01r OONNtCl1 MM �I(IDIi APvtoded tibedt�' 2" —41'11 0 ,tioO�`ity H6 dgSC rd the w0tw .~; 1'' es P� o N `r Otto*,- tet1e�tO Seo .�... ddte5s. date'• 721••rll OWh=IA 11M fob I�C28NN171 AW. 1 d 17 S-1 r.. Y Mr �• �� rlfr6 i "�:••+"r1 l.. f• _ •. .fir•t•.r,1#•in'!tL!!" Ir.•• . i �9��I�� J�, �'. ■1 .1;!"ih' Fit�.'9 N 4'w R.w.w r. L, I r '�''+kfr'�+'` ', t �i!•5!`kk' •,'•i:'i: ', 3 'z'X' �:J".... `�• -'c mr.-..-.•. ..o wr.w.wrgrr �llrr► ,,,/!r!n """ ,.. "'.r - ,•. ....yR,.. \ ELF1 4 ; 16 i I Y III I � r SII '' I ! III !► ; ! I I 1111111111111111111111II . 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To: Pro-Temp ; I _ I vK ITS IN Utcl� 807 NE Couch Street5�1ow ry i I ,i frJN+sT,N& Portland OR 97232 _ _ __...._______._ Attention: Greg Grande �� suQPvILL►N ( I Project Name: �s Communi(K)- PBG Building 189 'r0 K 6kd A tN Coww►N i ;)NCvr � 1S7 '4 Tas�R m,Sr+g�LINS Number of � eedic p1es/Descriptioo: (1) Set roof hvac calculations ' PvRLI NS I � i 1 For your use J, > (I I y r G oft,ra For your review ,oR MEc"• vN►r For your approval filtlstlrlG• PvRLIN )Z�G �- N0'L �t -725Ib tMP1 , to aa r As requested 1 ! NOTE : CoNCP.r+c�A(� 'Go t/tKtfY ������N `a�✓ icxltTlrl(� Ido tlMr-C". 1lld IT - Rcmarlu: �iLV1-AM IN V:C.tN1� Sr1owN' bl.vvrrn (t) 4.�4 PFt. r Copy To: ;f� i -�=cS+g ; Me _� 11 Sipled: David Williamsraw Transmitted •iii., r M>`LH• valtT i Via: Ma A (1)"k6 PFL ro. i 700. th wK OL enclosures are not as noted, kindly notify us at once. (a)Lvio DFL H& 2 BCH• v*IIT FIEAMIWr, w/ )w Nous _XPlacg; I -• �I c ES: 1& 8" JLC. UNIT FV VAI G 4 6MM�F�tiC� INC•' T.t• _ - - By <x� IoM Mv�.l I T�'I e ylz1 low y w SKS Data -L -- Y LA ISN tr, _ N1bGN a If Oats 11 r lob Z tjo01�� 1 '\�Cr1• UrV 1 j Date _ .. - r E� I 3 G R o U P --> )db» 20401 ' "� � K � � Z _ loot 2=0 ,3A Sht. __- of f►orrlentl.OR 97201.0039 Ttd.rnoo 2 oba sw a,►•r� oy s� �: �,: s ss>"teKrt,srf rr aa3� sttt. 3 or 3 7210aW �R�'�a 06M Sw aancron fl/RO 8ox 6039 8200) i■fYP +■c.••! • fifes 0690 SW Bancroft SUPO Box 69039 Portland,OR 97:01.0039 Sht. of . .. 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NBMAW-60 Sly aN SNo 00k4 s hl*�tt� irro� ---� .• ,.... - art --�-- - . _-_._ - - - - _ _. - - __... _ - _. _ __ _.._ --__ VAN DATA YQMElA DATA 1000 ilu4 _ for bad;ontiotts nler II t -/•-I/I N co _- - 46.00 ft I:krartra - AM dletalM:Oe Laft Csntbm = 9.50 ft E:Elasticdulo:Mo - 1 poi to left support.Meq I''1 datalrcw .... .. ... .: i P4M Calydkuver 9.50 h End RxitY f��OM LIADS is on ksft csttiMrer Vh ...., 0-T Canter span rNIFOMM LOADS 0.04 lith Loft 1:.111 01 0104 lith Z. 71r S -- _ 1„ ,NrRight cant/1 0.04 kfh . APPLIED MOMENTf- CQNCENTRATEDLOADS!�Pr I 1 - 11.700k at•9.5014CJ ' 3. 4O,S2-� ItIT) 112 . 3 - 7.100k at 0.001t } ` '7�• 14 - 2-100k at 8.0011 --- - - 15 - 2.1 OOk at 16.00h #0 - 2.100k at 24.00tt �� `gQ6 fit. ► r'� ) •0 2la S P�' 17 - 2.1 ook at 3200n 18 - 2.100k at 40.0014 41411 99 . 7.100k at 48.0014 110 - 17.100k at 54.50ft I1 Slroa✓ CINt�111110�S CSCE .4'IT�t-+EO sMt rs ) 011 - 1.05Ek at 3.3!lh ;112 - 0.697k at 27.0014 141 t 3C /f-t r✓'�i ! 013 _O.G75k at 41.00ft_ _ - )ra... cc K sp%}N _ m --- SUMMARY q NGt �q�7 IS - Moments s K'ob 9 6�`. �� »^ I I ( - - shear: --- 2150501Deflecti5.- �0>�9ti � Max.Span Moment - 0.00 k-ft Le14 Sup,tOrt 19.20 k Max.@Span - 47215050185.499 in at 2ry.16 h iI Pr��uN = C(4.S P ,C )�7, 1 : Z'1 Max.Mom.Location 0.00 ft Right Support 25.28 k left Can - 52617048693.456 in it 54. h 4� °`" S � Min.Mom.Llocaition - -187.04 h ft Left Support- Roact:rna - 33.06 k Right Cant - -54848351381.191 in at 54.50 h q S� ZZ� �SI F �.�. v 7. K wf SNyw� - �- �y 'Z23�j p >. Z,� * co Max @ Left Support - 188.89 k ft Right Support 32.72 k III alb y '�s �PvtLttN s �2S 1� � �� 2$) s Sri K Prµ Max @ Right Support - •187.04 k-ft Query values- --'- -- --- �.�, in MAXIMUM MOMENT - 167.04 k h Between Cant lovers @ X - 0.00 ft,M - 10.00 k•ft. V69.89 li-ft V 0.000 111 k Deft- 0000 in 7 •r At Right Cantilever @ X - 0.00 ft,M - 0.00 ll V - 0.000 k, Defl. - 0.000 in I ( �rrw O ENO �/4NS 9L � 41�1 v Lt"1, I �Y_o - 11,7 X <"r/ 1~�'"� III S N � . •j �-4. �'3 K '0 ZSZ� �4 S 0 fn O O 0 O C OI rlwl•.-11+o.n-.•yet„ 000 N, 1/Vuwl �h � GI NI `r N 0 N NI 0 � ►�� , + ',t��z , ,,IcZI �'7,t i, „ ;-7. , K C r r r _ 210,s ,sl = Fviii C..6 Ito Cox sx -�. � � y .04 0.0 R1 T ������•• ��� � 2 It toils,11 0 as 27 � rwrr.rig,...••.f l.n � 1,. v ,-1111-.113006000-0111111 •7tt20f01ff A 1 soon:•12Ha1alol A 4.22.»N J ..� I�.r7j<i.)�?V•ti]I(f„a�S� � 1,1� � if• Ti f� � s yy j(' �"i/ vr"f SJ`+s`i' ..._ ._ lLa...N.fm2aln,..s.sac - �1 1 _ 9.50 I •.......2.. 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Mackaruie Errgirrraarinq,Inc..KW0802071 - U" , 17 V4.4B Ic11983 95 ENERCALC t 001 224 VW nal ntolgrofnack.com Fax: S03 .11.8.126S MEC2000-00171 - Tait 503 224 7560 not, neoi9rQwlytk ;90 t'y1N 6Nf Yea !'1as 1oC200p.g0171 Tel: 503 22.9560 N•tl inlo+agrpmsck cons ra.t 503.22e.:2eS 12 of 10 of 17 11 of 17 tTlenu lterl'1 Choose -Title Block' menu ItW" choose 01ltle Block" menu Item ANCHORAGE to �3ri on Settings Screen to�:flenge on Settings Screen to change �t> Mito Your own these five lines to your own these five lines to your own OdM special title Information special title Information 1 sefllntic f090 1 & company logo a fir company logo -_-- �n G V N 1 K K- Date:04(21 NO Ppe 12, S:0 �k) T 1 '��11105 Orlls 04/11100 Pm i /�Z -- - _{'G MMV N ky_ TI_ �Oo0 a a-_Date:04121100 paw i t ; a P =i C a =0.36 I P 1 P t� MjA ( ) T1 40b11Z r R =3 E �JtiM�S SINGLE SP 4N BEAM ANS Y SINGLE SPAN BEAM_ ANALYSIS_ t _ i h x :=34.11 W 1197-lb r o S1M -o � Gro SANS VNI13" KCS SNOW '�-�N1�1L 3�N 1�13�►t-'�'��ta 9Nw� Ce-faTS=X SP14�J • - It ti 34-11 DATA SPAN DATA ----- STA SPAN DATA -- MOM DATA --- ft p,�rtla - 1A D Will. AI dstences for bad locations radar Corton spa Iii pl k f>1AN1b 1AIp N1 All doom for koelo'ncadarra refer Cantor Span - 45.00 ft I:lnwfla - 1.00I psi All eft s rcas for toed locations refer ill*�M�NIM4340 - 1 N Mil fet/ert.Noe f•1 oi.'*Mlcaa - to left support.Meq( 1 distances =a P I 1 +3 h x W F 569.76 Ib • 9.00 ft E�larade Molrkdua 1 pd m loft attpport.Meg P'1 d:tertcw Loft�,antNevar - f1101't E�181/ti ftM111111{ M Loh Cantilever 9.50 ft E:Eleatic Modulus 1 � a P C Nr 0A n EM R" PkdFltt Mona WW is on left cant of RI/M CamBawr #A ft iftl no /MIf1N RW Cantilever 8.50 ft End Frdtl► PbrlPin ttnarra load is on haft candMvar F P . -W-- ' �-' P f- � 1NA// I�ANe UNIFORM LOADS TRAPEZOIDAL LOADS I TitAPEZ010NL LDAD= Ut1NFOwM Lrl10lF fi«0f81► I'I 0.01 kilt con sw II - Canter 4 m I1 - 0.04 kilt flitE fk«ta/1 0.04 k+Yt Loft Cant 01 - 0,04 Illlt Left Cant 11 - 0.04 k(ft F 1 • 0A4 kA R Cant 01 0.04 kilt F a:=� F s=406.971 Ib 0>Y • OA4 kJlt APPLIED MOMENTS Right Cant I COKUT1f1AM iSM APPLMfI I1fN1NENTS --- - �NIT�TflO LfMfiM � - CONCENTRATED LOADS APPLIED MOMENTS F � 0'f •f f,1 d1 fA01f I 1 - 3.M at-9.5014 1111 - 3.850k of-9.50ft s /Z• 7,ffNfk M�t)q/f 02 - 2.100k at•1A0ft 02 - 2.100k.f•?.00ft /2. 1:'fiNIY R OOINf 13 - 2.100k at OAOft 03 - 2.1flOk at 0.00ft 114 7.i00k n BAOh I4 - 7.t00k at B.00ft ov_erturnlnp /4• tf�a 1•lMh wk sr, l 19. LOW a I&M 85 - 7.100k at 18AOh 15 - 7.100k at 16.00115-9-ft � 0'/• Z1MIN M 08 - 7.1001;at 24.001 18 - 7.100k at 24.00ft h meth:=2 82 ft I mach:= /7• Z.W M 24.0011 07 - 7.100k at 32.00ft 17 - 7.100k at 32.00ft .0014 #1111 - 7.100k at 40AOh 18 - 7.103k at 40.00ft /!I V�'N� - 1 Ok at 46.00ft • frllrw rKN.00rr 19 - 2.1ook.t 41.0014 19 z. o • f10f�af�,� 110 - 5.440k at 54,5014 110 - 5.440k at 54.50ft h mecfi l`Mf• f at 30014 111 - 1.055k at 3.0014 1111 - 1.055k at 3.00h M OT F s'-'r- M OT = 573 83 lb-1t 7k at 27.00ft 012 - 0.697k at 27.DOft 0 10 d.Ali h ar 27.00ft 112 - 0.89 IIII 1/1'3- �Lfl'1%K �- 5k at -- -----•�_ _- -- ech ;113 0.875k 1111 f1YAM1Ad11, � __ -_ 013 •• 0 67 47_- SUMMARY - I m �.�... _ SUMMAaY -- �- ._.__. ___ __--- - - �.,�,e-- Shure --- ------- - - Nflections-- Momews ----•-•--tfra�+a Oeflectlona Momenta - - Shears-- Deflections - '. 11,17 k �-Mex.@ Spsn - '83178151211.981 in at 22.83 h M RES ,_W_-� M Pig =3.502.10} 111-ft III flllw:�laraftftlrltartr - am k•l Leh Support - 19.20 k Max.la Span - 46623190259.270 in at 2'1.78 ft Max.Span Mantra 1M M it-" LYft 1 Max.Span Momrmt = 187.55 It-ft Left Support 18.67 k Max.@ Span - -625061.3965Q.742 in at 22.50 h McK,AA11%two" 000 ft R'rgld Support - 24.60 k Leh Cant - 52362032080.287 in at-3.50 ft max.Mom,Location - 24A9 ft not 6ww 11,14 w Lah Cam • 35849410289.141 m at 9.50 h Max.Mom•Location 24.02 ft Right Support 20.52 k Left Cant - 35010570923.193 in at 9.50 h III MINI. MIN1111C -185.8111 Ill -- Reactions ----- Right Cant - -54206061308.820 in at 54.50 ft Min.Span Momrrt Jell kM ---_ ANNfaIM -�� AW Cam - 35442737784.365 in at 54.50 ft Min.Span Moment = •81.27 k-h Reactions -- Right Cant - 35086270564.670 in at 54.50 It f1111A ANM4dt1Mr w 45.00 ft Left Support - 33.12 k Mir.MOM.Location 45A0 ft Left 21,10 k - M RAS FS OT=6.102 Min.Mom.Location 45.00 h left Support 27.12 k FS r7I'�=••�-- �II UN •109.19 k•ft Right Support - 32.66 k 148x f Loft Support - '116M k4t �I� 20,08 it - - Max @ Left Support = •55.32 k-ft Right Support --' - 29.15 k - JT • •185.19 k•h Query values--- -- -- Max M Right Support - •6102 k4 Oarsd�Vok" Mex @ Right Support •61.27 k•ft Query Values • 8etlanerl Supports X - 0.00 ft,M - 169.89 k h, V - 8.810 k, Oefl. - O.Ot.. MAXIMUM MOMENT • 111J8 k4l Iowa" X - 090 1111,M- ''".31 k•h, v - 18,725 k, DIJ - 0.000 in MAXIMUM MOMENT - 187.55 ll Between Supports @ X - 0.00 ft,M - -55.32 ll V- 18.665 k, Defl. - 0.000 in 11S. 9 k-h @ 000 h, Defl. - 0.000 in Ari 8 �DPo 0 in Y 0 At left Cantilever @ X - 0.00 h,M - 0.00 k•h, V - 0.000 k, Defl. - 0.000,n At Ladt C�MNrw► X • 0,p0 H,M• 0,00 k•ft, V • 0.000 k, OeA. 0.00 At Lcft Cantilever @ X 0.00 ft,M - 0.00 k•ft, At Right Cantilever E X - 0.00 h,M - 0.00 k ft. Y - 0.000 k, Defl. - 0.000 in At%M CalMtfawr 1i - 0,00 III,M- 0.00 k•ft, V - 0.000 k, Dan. - 0.000 in At Right Cantilever @ X - 0.00 ft,M - 0.00 k-ft, V - 0.060 k, Defl. - 0.000 ill _acre" 1pow n-..-o nar_r•o oe 1• a•� �0 01 N O 0 0 T 0 O r Q h I mech ^ OI o0o p0 p AI wI vel M �i 0 0 a 0 O ,,I 7 � ruw...-Ins..n_.•+f of rl - - •• `0 •• l e _ in n v mech Y , N N 7 ^ M N r ' ION F T 1r Tension = s - Tension =-496.241 Ib Afaw.rof 4wf.r 12•bf ff "III...la,.611-4.2•.02 n ri r r -woo.9001/r-••If bin M Irr114..•1»n-4..2.o2n n meth ,IIIIII •f1.q •.127 I II -1"691 ra.�! Ifs• 24.0 N F 0.0 0.0 .04 i 0.0 0.0 s Shear = 101.743 Ib rlllw•N7rrrw•-aat/r Shear r1111x-11.••4111.1•n.02/t ■I •..60211 r IIIIII yANrr,l11�•f/1•IfM 11 roll.--2062 • rnu4-2..40 41•r•N t.h rnl/.•-H.2e 4+•••60.11 It r ,,,,, •to 12 012 screw with 1 1/2 inch embedment: w4:21ro2s•» T allow:=244.5-lb IIIIIII flwft.feANItIfN r.f•••1 fa rf ole.■-riopt�ou.ss u•e..fo n ; ol.•=-r•221rots•2•u-ts.»n IoM••6""1""11 N I••f!N rP 01.111.-•ria2!«1a.i+I••st.foil sI.1..-sua1ee12ee 111 I••sago it =163 Ib se se V allow • IIIIIII 44***AWANMRSOOOO/ •1.t010a1lOa.al •aN 1aHfl11 N I I ••21Nt2gf0.t. 16.00 9.50 .+ I F F 9.50 t-- 9.50 45.00 l 9.S0 �•- --+--; check combined II• 22.6 22 2 .2.e 7. ... 1 I I1.a 22.1 22 2 •1• 2a s 1.2 1 1 .11 1.1 II• 22.6 11 2 rf 1 1&1 Tension Shear ^1I "V GOO/' IIII'll combined if,�-t 4---�1.33,"OK",'NO O allow allow 7218 SW Durham R • d.lr1 IIIIIII 7216 SW Durham Rd.0100 72 8 SW Durham 71 0100 MEC2000.00171 - MEC2000-00171 16 200017-00171 18 of 17 7216 SW Durham Rd.0100 - - 14 of 17 combined ="OK MEC2000-00171 Mackenzie Engineering,Inc.,KW0602071 V4.481c1 198395 ENERCALC - katttke Engineering,Inc.,KW0602071 V4.4B Icl 1983.95 ENERCALC Mackertie Engineering,Inc..KW 0602071 17 of 17 0.4 IWI AL IIIIIIiiI wll� , .. ,, ... .. � .. .•. _. _-_ _ .;.,..., ....__ - - - - _SIXi�'. .t,.._ .u..,..... --..... __.. - ..« w "'�•0-�•'r-.-'.0,...�-'�'.�r,�. _. 1 r .�, '� �. 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