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8122 SW DURHAM ROAD-1 > CASTILE #2 CALCULAriONS CASTILE #2 CALCULATIONS CASTILE #2 CALCULATIONS CASTILE #2 CALCULATIONS PROJECT NAME CASTILE BUILDING #2 PROJECT LOCATION TIGARD, OREGON PROJECT NAME CASTILE BUILDING #2 DEAD LO U ROOF PURLIN QLSIGN SECTION PROPERTIES PROJECT NUMBER 952L-139 SPAN 16 I T. GAUGE: 1 SPAN 40 a PROJECT FILE NUMBER 9522.139 ROOFING U.7 PSF LOAD (DL+SL) 57 LBS./FT DEPTH: 6 in LLbLQIH 120 EL PURLIN 1.4 PSF LOAD (WIND - DL) 25 LBS./FT. WIDTH: 1.625 in LA-A-lU�As 16 EL LOCATION CITY/STATE TIGARD, OPFGON INSULATION 0.4 PSF BENDING MOMENT(DL+SL) 21888 :N.-I-BS. Sx: 1.011 in^3 PAy- ild 16 17, MISC. 1 PSF BENDING MOMENT(WIN[}DL) 9424 IN, -L.BS. Ix: 3.043 In^4 SL OPE 3 :12 +Mallow 29540 in-Ib SIDEWALL EXTENDED EAVES 2 BUILDING DIMENSIONS MAX DEFL. 1.19 IN -Mallov� 17758 in-Ib ENDWALL EXTLNDED EAVES 0 EL PARTIALLY ENCLOSED STRUCTURE(Y/N)? N SPAN 4U i. TOTAL DL= 3.5 PSF LENGTH 120 IT. SPAN/ 161 j�Of SNOW LOgQ 25 p� 1-OFT LIVE LOAD: 125 p5L BAY SIZE 16 FT. FRAME ANALYSIS loA�coN}HJAMN5 LL+DL 80 MPHWINDSPEED EAVE HEIGHT 16 FT. DL+WL_ , WINE) F.XPOS� B Sl-OPE 3 :12 ' STANDARD MATERIALS 5'11..PAL5�SU6f_ 1 soo p FOUNDATION LOADS @ SIDEWALL. ROOF SHEATI'ING (min.) NOR CLAD 30 ga DL-*SNOW LAT. FORCE 2762 LE[�, DL+S►-+FL COMP. FORCE 23900 LULL WALL SHEATHING (min.) NOR CLAD 30 ga WINO LAT. FORCE 2618 LOL, - WIND UPLIFT FORCE 3730 Lam. -� ROOF PURLINS 16ga 6X1 5/8 USE -> E1Gga 6X1 5/$ WITH (2) #16 SCREWS EA. END BOLT TENSIONS: LAVE (DL+SNOW) 12262 LBS. WALL WALL GIRTS 2X6 DF-L #2 (ALL GIRT DESIGN SECTION PROPE)3I1F.� PEAT: (DL+ SNOW) 13832 Ltd. SPAN 16 FT. grade LAVE (WIND) 17315 LJ5, LIVc LOAD SNOW 25 PSFSTRUCTURAL STEEL A36 (FY=42 ksi min.) LOAD (WIND) 26.3 LBS./FT. 2X6 2 PEAK (WIND) 6801 LEa F OUNDA QN L_ AE?S @ LNDWALL; STRUCTURAL BOLTS ALLOW. STRESS (Fb') 1933 PSI GIRT DEPTH: 5.5 IN. MAX. COMP. FORCE 16429 Lam., T 7 B PEAK 3/4 In. DIA. ASTM A-30OLS 3� WIND ,�Qgp WIND SPEED = $0 MPH ALLOW. STRESS(Fv') 95 PSI SECTION MODULUS 7.56 IN.^ MAX. LATERAL FORCE 1381 Li EXPOSURE = B EAVE. 3/4 in. DIA. ASTM A-307 BOLTS SHEAR 21 1 LBS. AREA 8.25 IN.^2 MAX. UPLIFT 1920 Lam. MOMENT 843 FT.-LBS. MOMENT OF INERTIA 20.8 IN.^4 Qs (PSF) = 16.4 ANCHOR BOLTS 2-3/4 i,,. DIA. ASTM A-307 BOLTS ROOF: 1576 ,x, SECTION MODULUS REQ. 5.23 IN.^3 1. -*WALL 2439 LH,-L Q��S� � Ce = 0.67 DEPTH @END NOTCH: 5.50 IN. ENDWALL 2 N486 U,�, G I t I - 1.0 AREA REQUIRED (IN^2) 2.73 IN.^2 t � Cq SIDEWALL FOOTING: lo ' BY 30" FOOTING W/ AV $1438 WINDWARD WALL 0.8 8.8 PSF (1) - #4 TOP AND (3) - #5 OTTOM M_yK.__DEFLEQTIQN OK LEEWARD WALL 0.5 5.5 PSF 2X6 1.10 IN. 0R2%o,N LEEWARD ROOF 0.'/ 7.7 PSF CONCRETE 2500 PSI @ 28 DAYS SPAN/ 175 WINDWARD ROOF 0.9 9.9 PSF USE -> 2X6 DF-L #2 WITH (2) #10 SCREWS EA. END S'F WALL ELEMENTS 1.2 13.2 PSF X-BRACE: ROOF TLO-LOC FWC 250 BA -- ?h M 4�� ROOF ELEMENTS 1.3 14.'a PSF SIDEWALL 'FLO-LOC FWC 250 BA' ENDWALI_ TLO-LOC FWC 250 BA' SEISMIC LOAD (PAGES C1-(:17_, CS,�, FO-F16,W0-W8) ENDWALL RAS TER C6X8.2 STEEL CHANNEL (UNBRACED) C = 275 ASK4 ENGINEERING, INC. i Z = .4 (M.AX.) ENDWALL COLUMN WGX12 BRACED @ 10 FT MAX. ' 39084 Proctor Blvd., Suite I Rw = 6 SPECIAL INSPECTIONS REOUIRED' STRUCTURAL WELDING Sandy, OR 97055 V = (Z*I*C/Rw)*W = .18W = .54 PSF WIND GOVERNS (AS PER U.B.C. SEC. 306) (503) 668-6550 Page C3 8/31/95 11(11195-0408 R 11111'95-11406 Page C4 ;!.'31/95 ;u m 95-0408 Iit1P 9540406 Page C1 9/11/95 IIUI'95-0409 [It T95-0,106 Page C2 8/31 /9i In 11�95.(14(18 x 11111,95.(1.1(1(, 812222 SIN x122 SW DUftIIAM RD 9122 SW DtIRI 1A%1 RD 9122 S\\'DI ljtI I\11 1!1) 9W D011912\M RD 21 (1P 620 11)OF 62 4' 20 OF 62 m� 1tOF 62 A CASTILE #2 CALCULATIONS CASTILE #2' CALCULATIONS CASTILE #2 CALCULATIONS CASTILE #2 CALCULATIONS 50LTEQ FR,�_ME CONNECTIONS HEA12 R DESIGN O'HEAD LENGTH 16.00 FT. CQJ-UNIN, ,1 AND 1� BOLTED FRAME PEAK- (SEE FRAME-ANALYSIS RESULTS FOR MOMENT V.ALUILS) SL(,'TIUN PROPERTIES MAX. DIST. JAMS TO FRAnI� 1.0 FT. GOCk WIDTH 14.00 FT. (2)-2X6 HORIZONTAL'; 5h = 1 5.1 in.^3 TRIB. WIDTH (WIND) 7 FT. TRY: L4X4X1/4 DL 1 !;NOW WIND LOAD DOOR HEIGF'T 14.00 FT. (2)-2X8 HORIZONTALS Sh = 26.2 in.^3 UNBRACED LENGTH 2 F7. SECTION MODULUS 1.05 IN^3 MOMENT 1113 FT.-LBS. TRIB. AREA (DL + SL) 56 FT.^2 AREA 1.94 IN.^2 BOLT TENSION LOAD (LBS.) 13832 6801 MOMEND.REQ. (HORIZ. DLR.) 8.79 FT.IN, 3 LOAD (DL + SL + FL) 8680 LBS. RADIUS OF GYRATION 1.25 IN. # BOLTS IN TENSION GROUP 2 1 MAX. SHEAR 790 LBS. MOMENT (WIND) 46 FT.-LBS. COLUMN WT. 6.60 LBS./FT'. AREA Or 3/4" DIA. BOLT 0.4418 0.4418 IN.^2 ALLOW. TENSILE STRESS 20000 26667 PSI MIN. HORIZ. AREA 9.36 IN.t,2 USE --> (2)-2X6 HORIZONTALS J SLENDEKNESS RATIO 19.20 OK � ACT. TENSILE STRESS = 15654 15394 PSI OK Cc 126.10 ENDWALL RAFTF,R SEC-NON PR PERT1E5 INTERIOR PARTITION yyALL RAFTER SECTION PROPLR-TIL", ALLOW. AXIAL STRESS 20644 PSI USE -> 3/4 in. DIA. ASTM A-307 BOLTS BACKSPAN LENGTH 14 FT. BACKSPAN LENGTH 14 FT. ACT. AXIAL STRESS 4474 PSI OK 1 UPPER, 2 LOWER CANTILEVER LENGTH 6 FT. C6X8.2 STEEL CHANNEL CANTILEVER LENGTH 6 FT. CGX8.2 STEEL CHANNEL ALLOW. BENDING STRESS 33516 PSI POSITIVE LOAD 238 LBS./FT. SECTION MODULUS 4.38 IN.,3 POSITIVE LOAD 466 LBS./FT. SECTION MODULUS 4.38 IN.^3 ACT. BENDING STRESS 527 PSI OK UNBR. LENGTH @ CANT. 6 FT. AREA 2.4 IN.^2 UNBR. LENGTH @ CANT. 6 FT. AREA 2.4 IN.^2 FINAL UNITY 0.2.3 OK BOLTED FRAME LAVE-(SEL FRAME ANALYSIS RESULTS FOR MOMENT VALUES) UNBR. LENGTH @ BKSPN. 14 FT. MOMENT OF INERTIA 13 1 IN.^4 UNBR. I-ENGTH @ BKSPN. 14 FT. MOMENT OF INERTIA 13.1 IN.^4 USE -> rl_4X4X1/4 DL + SNOW WIND LOAD (-M) Fb n CANT. 18285 PSI (-M) .-I­, @ CANT. 18285 PSI (-M) Fb @ BACKSPAN 7849 PSI C7X9.8 STEEL CHANNEL (-M) Fb @ BACKSPAN 7849 PSI CiX9.8 STEEL CHANNEL DL+SL POSITIVE MOMENT 31386 FT.-Liss. SECTION MODULUS 6.08 IN.^3 Dl-+SL POSITIVE MOMENT 7608 FT.-L.BS. SECTION MODULUS 6.08 IN.A3 COLUMN 4 AND 12 BOLT TENSION LOAD (LBS.) 12262 1731 5 DL+SL NEGATIVE MOM,c:NT 4284 FT.-LBS. AREA 7..87 IN.^2 DL+SL NEGATIVE MOMENT 8388 FT.-LBS. AREA 2.87 IN.^2 ACTION PROPERTIES # BOLTS IN TENSION GROUP 2 2 DI_+SL MAX. SNF I',rt 1972 LBS. MOMENT OF INERTIA 21.3 IN.n4 DI.+SL MAX. SHEAR 3861 LBS. MOMENT OF INERTIA 21.3 IN.^4 TRIB. WIDTH (WIND) 8 FT. TRY: L4X4X.375 AREA OF 3/4" DIA. BOLT 0.4418 0.4418 IN.^2 W!ND POSITIVE MOMENT 3534 FT.-LBS. UNBRACED LENGTH 14.00 FT. SECTION MODULUS 1.52 IN^3 ALLOW. TENSILE STRESS 20000 "26667 PSI WIND POSITIVE MOMENT 1767 FT.-LBS. n n ACT. TENSILE STRESS = 13877 1959G PSI OK WIND NEGATIVE MOMENT 1603 FT.-I BS. C8X1 1.5 STEED CHANNEL WIND NEGATIVE MOMENT 3205 �l".-1_BS. CSX1 1.5 STEEL CHANNEL TRIB. AREA (DL + SI_) 72 FT.A2 AREA 2.86 IN.A2 WIND MAX. SHEAR 81 3 I.13S. SECTION Mil"DULUS 8.14 IIV.^i WINU MAX. SHEAR 1627 LBS. SECTION MODULUS 8.14 IN.^3 LOAD (DL + SL + FL) 9160 LBS. RADIUS OF GYRATION 1.23 IN. n ESS./FT. USE --> 3/4 in. DIA. ASTM A-30a BOLTS AREA 3.38 IN.n2 AREA 3.38 IN.A2 MOMENT (WIND) 2582 FT -LBS. COLUMN WT. 9.8 L) SECTION MOD. REQ. (IN^3) 2.81 IN./, s _ MOMENT OF INEkT1A _32.6 IN.^4 SECTION MOD. REQ. (IN1 3) 5.50 IN.^3 MOMENT OF INERTIA 32.6 IN.^4 MOMENT OF INERTIA 4.36 IN.^4 2 OUTER, 2 INNER USE -> CGX8.2 STEEL CHANNEL (UNBRACED) USE -> C7X9.8 STFFL CHA,VNEL (UNBRACED) SLENDERNESS RATIO 1?G.59 OK Cc 126.10 JZ4" DI AR1. ANCHOR BOLT DESK NORMAL 1hT. CONCRETE �OLUMN� 2�3. MBER OFANCHOR 13 ANLLL4 SECTION PROPERTIES COLO 2S INS 3-ZB 5ECTION PRQUIRTIES ALLOW. AXIAL STRESS 10646 PSI NUOREBOLTS 2 STRENGTH (f'c): 2500 psi TRY: W6X15 TRY: W6X15 ACT. AXIAL STRESS 3203 PSI OK INSPECTION REQUIRED? NO SECTION MODULUS 9.72 IN^3 SECTION MODULUS 9.72 IN^3 ALLOW. BENDING STRESS 30500 PSI 'X' BOLT SPACING 6 IN. TRIB. WIDTH (WIND) 13 FT. AREA 4.43 IN.^2 TRIB. WIDTH (LAT. LOAD) 13 FT. AREA 4.43 IN.^2 ACT. BENDING STRESS 20383 PSI BOLT EMBEDMENT 7 IN. COLUMN LENGTH 19.00 FT. RADIUS OF GYRATION 2.56 IN. COLUMN LENGTH 19.00 FT. RADIUS OF GYRATION 2.56 IN. FINAL UNITY 0.97 OK TRIB. AREA (DL + SL)) 114.3 FT.^2 MOMENT OF INERTIA 29.1 IN.n4 TRIB. AREA (DL + SL)) 2.28.6 FT.^2 MOMENT OF INERTIA 29.1 IN.^4 DEFLECTION 0.72 IN. EDGE DISTANCE 7 LB LOAD 'DL.+ SL + FL 16429 LBS. FLANGE WIDTH. 5.99 IN. LOAD (DL+ SI. + FL) 32858 LBS. FLANGE WIDTH 5.99 1N. USE -> L4X4X.375 Pc = 72484 LBS. Ps - 45936 LBS. OUTWARD MOMENT (WIND) 772.7 FT.-LBS. rT 1.61 IN. OUTWARD MOMENT(L_AT LOA[ 2933 FT.-LBS. rT 1.61 IN. INSIDE I-I_ANGE L'NBR. LENGTH 12.0 FT. d/Af 3.85 1/IN. INSIDE FLANGE UNBR. LE 3TH 12.0 FT. d/Af 3.85 1/IN. VC 30787 L.BS. = Vs SLENDERNESS RATIO 89.1 OK SLENDERNESS RATIO 8E.1 Olt CONNILOON5 = 38280 LBS. Cc 17.6.1 L/rT 89 Cc 126.1 L/rT 89 WIND UPLIFT (ULT.) 9698 LBS. ALLOW AXIAL. STRESS (PS!) 19084 Lc = 6.3 FT. ALLOW. AXIAL STRESS (PSI) 19084 Lc = 6.3 FT. ROOF HEATHING WIND SHEAR (ULT.) 6807 LBS. (SEE U.B.C. SEC. 2624) ACT. AXIAL STRESS (NSI) 3708 fa > .15*Fa Lu - 12.0 FT. ACT. AXIAL STRESS (PSI) 7417 fa > .15*Fa Lu = 12.0 FT. FASTEN TO PURLINS WITH 910 SCREWS @ 9" O.C. DL+SNOW SHEAR (ULT.) 9115 LBS. ALLOW. BENDING STRESS(PSI) 28800 WAILL._.SATHING DL+SNOW U.B.C. SEC. 2624 UNITY: 0.13 ALLOW. BENDING STRESS(PSI) 28800 HEWIND U.B.C. SEC. 2624 UNITY: 0.10 OK FOR COMBINED STRESS ACT. BENDING STRESS (PSI) 9540 EQ. (F1-6) Fb = 17200 psi ACT. BENDING STRESS (PSI) 3621 EQ. (F1-6) Fb = 17200 psi FASTEN TO GIRTS WITH # 10 SCREWS @ 9" O.C. FINAL UNITY 0.61 OK FINAL UNITY 0.60 OK ROGEPt�RLIN - DEFLECTION 0.60 IN. EQ. (F1-8) Fb = 21645 si CONNEC WITH (2) #10 SCREV�S EA. END IJSE --> 2-3/4 in. DIA. ASTM A-307 BOLTS DEFLECTION 0.60 IN. EQ. (F1-8) Fb = 21645 psi p =SPAN.' 383 OK F'e = 18807 psi =SPAN/ 383 OK F'e = 18807 psi WALL GIRTS USE 3/8" FRAME BASE PLATES 6X USE -> W1 S BkACED @ 12 FT MAX. USE --> `W6X1 5 BRACED @ 12 FT MAX. CONNEC WITH (2) #10 SCREWS EA. END 111 1'9S-(14(191& 111 11195.(14(1(1 9 (14(19&MIP 95-114116 Pa e C6 8/31/95 III IP 95-0409&III Ir g5-0.106 Page C7 8/31/95 HI p 09&11111,95-`1406 Page C5 9/1,/9,1 8122 SW DURIIAM RI) Page CSA 9/1/95 I11'I ►.- 9 91.'.'SW I)I IR11,1M RI) 9122 SW hIIRIIAM RU 9122 SW UlIRI l�\M111tD g9-(11 2501:62 F1 23 OF 62 � 24 OF 62 12 of Q r If this notice appe:11•c clell-er. 01:111 the JUN 0 Z 2000 document, the docunlenl k of 111:11 J11:11 (In:flilN- 1111CT(AlIIl cd ! I I I11' I '! i ill � l I ' I i I I``I 1111 I I I I ! 11(111 1111 !i ! Ii 1 iIi ! !iii1IiIill I�� I 'I I I I I I �'i 1 lL � INCH MADE IN CHINA _ --- - ---- 1.. .nl , n Iln 11 n, nifu, ni n In ,lu ' � 11 ! I I Ill I I II1� ill1111 111„ill 1 fill 1111 Ilii 11111 IiIIIiIIII n III In„ 1,111,0, ,III, 1, .,11 111111 1 111 nI !1 1! ! , � IIII!IIII�IIIIIIIII,I!,!I!�II „IIlI�I! l,IIlI�I Ilff�,,,f lllf .., II ! ! 111(1 I .. 1 !!.. i . . IIlI . 111!1 . 1 1111 1.. ILII .If 1 .. �I11 11 II I„„1,111 !( ., ! ,,,,li „ „IIL,.�, IIIIiII..•• «A• C „ CASTILE #2 CALCULATIONS CASTILE #2 CALCULATIONS G1.6 DESIGN' CHART Y� I j BEAM LOCATION: LOFT BEAMS FLOOR MEMBER? YES • Q IM MMtf I ' V K W q* N � � � @INT. WALL UNBRACED LENGTH (FT): 13.40 CONCRETE STRENGTH (f'c) 2500 psi i d tV N N N N I N N M M a1 LATERAL BRACING LOADS ROOF X-BRACE: 1576 USE -> 'FLO-LOC FWC 250 BA' X-BRACE ALLOW. SOIL PRESSURE 1 S00 PSF w I � DEPTH (in) WIDTH (in) LENGTH (ft) Fb Cd Cv Cl I I i I SIDEWALLS X-BRACE: 2.439 USE -> 'FLO-LOC FWC 250 BA' X-BRACE ............2-4. .-................................... ENDWALL X-BRACE: 2486 USE -> 'FLO-LOi� FWC 250 BA' X-BRACE ENDWALL CONTINUOIJQ " 19.5 5.125 13.4 2400: 1 ! 0.996 0.950 a i ...................................................................... DEPTH OF FTG. BELOW GP'DE 12 IN. (MIN.) N r- N co W N o 03 in M v DESIGN SOIL PRESSURE 1200 PSF C7 $ c O ^I N cn I M v � 0 o PI w (Psf) 125 0 0 1 0 0 0 0 0 0 0 Pd (psf) 10 Fv (psi) 165 FOOTING WIDTH 14 IN. U a I•A max (ft-Ib) 48481 Fv' (psi) 165 FOOTING DEPTH 24 IN. (MIN.) I i Z CO V max (lb) 10962 Fbx' (psi) 2280 LOAD ON FTG. 16429 LBS. T - i~ delta max'Ix 43 5 FOOTING AREA REQUIRED 13.7 FT.^2 N in ao CO v v to - O DESIGN d 20.0 IN, O •- o o o V_ r 8' Ix (in^4) 3167 F 1 IN ' DLSIGN RkQD(DL+SN) 11.7 FT. OK I I o 0 0 0 CIO a o 0 o LL 0 Sx (in 3) 325 LENGTH FTG. w ^ �_.S.SL_ LENGTH FTG. REQ'D (UPLIFT) 3.5 FT. OK 0 0 0 0 0 0 0 0 0 0 0 A (in^2) i 00 cc 0 Ex (psi) 1800000 CONCRETE STRENGTH (f'c) 2500 psi TOP BOTTOM4 E ALLOW. SOIL PRESSURE 1500 PSF Mu DESIGN MOMENT(FT.-LBS.) 990 40967 y (psi) 160000C' �� z a= 0.02 0.94 I w N N o I U Ix req'd (LL) 902 OK NOTE: FOOTING SHALL EXTEND BELOW LOCAL FROST DEPTH. CONSULI AREA OF STEEL REQ. 0.01 0.62 (A.C.I. Fl_EXURL TABLES) Z w (� � ! �i� o o .� .- ��N N ch v (p j-gig, Ix req'- (,DL+LL) 650 OK IR_MENTS. 1� Z LOCAL BUILDING DEPARTMENT FOR Rf.QU f AREA OF STL. PROVIDED 0.20 0.62 OK _ _ (ry I � .. � w � Sx req'- 255 OK �I _ 0 I i U m N 0 A req'd 100 OK SIDEWALL CONTINUOUS FOOTING USE ---> 14 BY 24" FOOTING W/ (1) - #4 TOP AND (2) - #5 BOTTOM U DEPTH OF FTG, BELOW GRADE ' iN. (MIN.) _ � � ��'I� g .N U � Control: Area DESIGN SOIL PRESSURE 1121) PSF Z a 09f FOOTING WIDTH 16 IN. (MIN.) o I c 0 0 0 0 0 0 0 0 0 © 3 X Over by: O o 0 0 N v v ¢ �- `o rn FOOTING DEPTH 30 IN. LOAD ON FTG. 1:3900 LBS. H I.B W a FOOTING AREA REQUIRED 21.2 FT.A2 DESIGN d 26.5 IN. Ir a a c I i Q ► 01 Uj LENGTH FTG. REQ'D(DL+SN) 15.9 FT. LENGTH FTG REQ'D (UPLIFT) 3.2 FT. OK w CIL 0000 = •• o �no �no �n0000 le'acct�i ESTIMATED TOTAL VOLUME OF F-TG. AND SLAB (+10%) 98 YOS. U (no 0 0 = 0. P.- o N ua N o in o o I �I¢ U TOP BOTTOM � I C .. in w N 0 O ! �- N N N N6 !7 'r tl'! �I � 0 � � Mu DESIGN MOMENT (FT.-LBS.) 1071 x30921 � I ? a U c7 a= 0.02 1.23 � 1 �I� w z � - U AREA OF STEEL REQ. 0.01 0.93 (A.C.I. F LEXIJRE TABLES) •• Z Z 0 WI • ~ Z } 0 0.94 OK oaoocoa0) ^ V) 0N i~ oz AREA OF TL. PROVIDED 0.20j Q _ m N W .- N to 0) AD O N to V- M R �'V M w USE -> 16" BY 30" FOOTING W/ (1 ) - #4 TOP AND (3) - #5 BOTTOM W = IL •• M v I in tC ao .- .- N O 1Z U. LL cv cr J (NO SHEAR REINF. REQ'D) W � IW T 2762 LBS. a V THRUST @BASE: As (GRADE 40 ) HAIRPIN = 0.00 IN.^2 u Q 10 .n. O � � N t+1 � �n to I N. co Os O I ASK4 ENGINEERING Ir W I 39084 Proctor Blvd, Suite 'C' NO HAIRPIN REQUIRED 0' Sandy, Or 97055 (503) 668-6550 I'm r I'N M1n W r` ao 'M O NM N O r` aD Ch O BUP 95-0408 R BUP 95-040x1 PageN t'M IV M W � froO9- � r- �- V- N N N N N N N N N N M BUP 95.0409&OUP 95-406 9122 SW DURI IAM R1) 9122 SW DURI IAM RD Page C9 8/31/9 S 11UP 95-0409&lit JP 95-0416 29 OF 62 A BUP 95-(Wpg&BlJP91 Page C8 8/31 195 2701.62 Ij 9122 SW DIJRIIAM RD 9121 SWDURHAM RD-11406 29 01 62t, 26 OF'62 FRAME DIAGRAM-DL+SL TOTAL DOWNWARD LOAD - 30 PSF, 16' FRAM!_ SPAC;�'� A40.16(16)DL+SL A40 t b(16)DL+SL GI_B DESIGN CHART PAGE F 0 _ FRAME MAC file: •M40.16(16)DL+SL: Last modified at 11:44:17 AM on Mon, Jan 30, 1995 _ -_ __ - - Above each load are the magnitudes in Ib, Ib/ft, and Ib-ft. A B C D E F G H I A B C -� D E F G H I Next to each support are reactions in Ib and It-ft. 1 From To Section Length I Moment of Section X-sec. Section W,,b 51 24 26 L1.5X1.5X.130 2.83 0.08 0.08 0.37 1 .50 0.12 BEAM LOCATION: LOFT BEAMS FLOOR MEMBER? YES Positive reactions and deformations are to the nghi, upwards, and counter-dockwise. -,- --- -- - _ @ ENDWALL UNBRACED LENGTH (FT): 13.40 2 Node Node name !_ ft. Inertia modulus area depth t 52 25 27 L3X2X.25- 2.00 1.09 - 0.54 t .1- 9-T 3.00 0.25 3 _ in••4 In•'3 In•'2 !n In 53 25 26 _ L1 X1 X.109 2.00 0.02 0.03 ! - 0211_.00 0.11 4 FRAME WEIGHT= 813 LBS. 54 26 29 L3X3X.1875 4.00 0.96 0.44 1 .09 ! 3.00 0.19 42 i e 55 26 27 L2X2X.125 2.83 0.1913 0.48 x2.00 0.12 DEPTH (in) WIDTH (in) LENGTH (ft` Fb Cd Cv d 5 EFFlCIENCYRATINQ 0.64 ..............................._.....». _ ., ---- - -J 13.5 5.125 13.4 2400: 1 1.000 0.972 6 1 1 0 L3X2X.25 0.45 1.09 0.54 1 .19 I 3.00 0.25 56 27 28 L3X2X.25 2.00 1.09 0.54 I 1.19 i 3.00 0.25 ..................................1..................•................ ._ --.-.I...-__.. 7 2 11 L4X3X.375 _ 0.33 3.96 1.46 2.48 4.00 _0.38 57 27 29 L1.5X1.5X.130 2.83 0.08 0.0 0 37 1.50 0.12 8 2 3 L3X2X.1875 2.00 0.84 0.42 0.90_ 3.00 0.19 58 28 30 L3X2X.25 2.00 1.09 - 0.54 1 1.19 3 00 0.25 PI (psf) 125 Pd (psf) 10 Fv (psi) 165 =9��.Ty=��, 9 3 4 L3X2X.1875 2.00 0.84 0.42 0.90 3.00 0.19 59 28 29 L1 X1 X.109 2.00 0.02 0.03 0.21 1.00 0.11 M max (ft-Ib) 24241 Fv' (psi) FY=9s� I 1 �=9 S 1 0 _3 1 2 L2X2X.1125 2_11 0.19 0.13 0.48 2.00 0.12 60 29 31 L3X3X.1875 4.11 0.96 0.44 1 .09 3.00 0.19 165 F�= R9s5 `3 133Y=9��= 15=9 1 t 3 13 L2X2X.125 _ 2.25 0.19 0.13 0.48 02 0 0.12 61 29 30 Ll.5X1.5X.130 2.82 0.08 �.08 0.37 1 .50 0.12 V max (lb) 6021 Fbx (psi) 2333 9�5 ''1 135 F = _ delta max'Ix 218FY-9.1"F =9 ` 1 2 4 5 _ L3X2X.1875 2 00 0.84 0.42 0.90 3.00 0.19 62 30 32 L3X2X.25 2.61 1.09 0.54 1.19 3.00 0.25 =9s� 1^� 12 ` 2 3= 4 36 3=139 `9 �`9r= t 3 _4 1 3 L1 X1 X.109_ -1.04 0.02 0.03 0.21 I 1.00 0.11 63 30 31 L1.5X1.5X.130 2.92 0.08 0.08 0.37 1.50 0.12 FY-93b1 �I?1�-465 J FY-4� 1t 12' 7 `4` 14a t a 5 B L3X2X.1875� 2.00 0.84 0.42 0.90 3.00 0.19 64 31 32 L4X3X.375 2.06 3.96 1 .46 I 2.48 4.00 0.38 Ix (in^4) 1051 1 _ - _ -_- n 156 11 11 40 4a 1fi� 1 5 _ 5 1 3 L1.5X1.5X.130 2.25 0.08 0.08 0.37 1 .50 0.12 65 31 34 L3X3X.1875 4.12 0.98 0.44 1 .09 3.00 I 0.19_ Sx (inA31) a 5 1 1 _. A (in^2) 69 a 1 � � a_ 60 , 6 5 1 4 L1.5X1.5X.130 2.45 0.08 0.08 0.37 1.50 0.12 66 31 33 L1.5X1.5X.130 2.92 0.08 0.08 0.37 t .50 0.12 Ex (psi) 1800000 T _ a 59 1 7 �6 7 L3X2X.1876 2.00 0.84 0.42 0.90 -3.00 0.19 67 32 33 L3X2X.25 2.61 1.09 0.54 1 .19 3.00 0.25 '� 17 1 8 _6 14 L1 X1 X.109_ 1.41 0.02 0 03_ 0.21 1.0000.11 68 33 35 L3X2X.25 2.00 1.09 0.54 1 .19 3.00 0.25 Ey (psi) 1600000 .1 7 2.00 0.84 0,42 0.9 00 I 0.19 69 33 34 L1.5X1.5X.130 2.83 0.08 0.0_37 1.50 0.12 t 9 7 8 L3X2X 8 5 41 58 - --0.90 � �-- 451 OK 16 20 7 14 I L1 X1 X. 2.45 0.02 0.03 0.21 1.00 0.11 70 34 37 1.3X3X.1875 4.00 0.96 0.44_1 09 3.00 0.19 Ix req'd (LL) q 57 2 t 7 17 L1.5X1.5X.130 2.68 0.08 0.08 0.37 1.50 0.12 71 34 35 L1 X1 X.109 2.00 0.02 0.03 0.21 1.00 0.11 Ix req'- (DL+LL) 325 OK 6 la - --- 2 2 7 I 1 6 L1 X1 X.109 1.60 0.02 0.03 0.21 1.00 0.1 1 72 34 36 L1.5X1.5X.130 2.83 0.08 0.08 0.37 1.50 0.12 Sx req'd 125 OK Areq'd 55 OK 56 23 8 _ 9 1L3X2X.1875 1.34 0.84- 0.42 � 0.90 3.00 _0.19 73 35 36 L3X2X.25 2.00 1.09 1 0.54 1.19 3.00 0.25 2 4 8 i 7 L1 X1 X.109 1.78 0.02 0.03 0.21 1.00 0.11 74 36 38 L3X2X.25 2.00 1.09 0.54 1.19 3.00 0.25 55 25 9 18 L4X3X.375 2.0_8 3.96 1.46 2.48 4.00 0.38 75 36 37 L2X2X.125 2.83 0.19 0.13 I 0.48 2.00 0.12 Control: Sx Over by: 25441 �,4 2 6 - 9 _ 1 0__ L3X2X.25 2.06 1 .09 0.54 1 .19 I 3.00 0.25 7 6 37 40 L3X3x.1875 4.00 0.96 0.44 1 .09 3.00 .1 Rfx` 2g4 Zg 2 7 g 1 7 L1 X1 X.109 2.23 0.02 0.03 0.21 1.00 _0.1 1 7 7 3 7 3 8 L1 X1 X.109 2.00 0.02 0.03 0.21 1 .00 0.11 RfY- 960 12 RRfY= 960 111 28 10 1 5 L3X2X.25 1.55 1.09 0.54 I 1 .19 3.00 0.25 78 37 39 L1.5X1.5X.130 2.83 0.08 I 0.08 0.37 1.50 0.12 29 10 is L2X2X.3125 2.54 0.42 0.30 1 .15 2.00 0.31 7 9 38 39 _ L3X2X.25 2.00 1.09 C.54 1 .19 3.00 0.25 3 0 1 1 1 2 L4X3X.375 0.34 3.96 1 ,46 2.48 4.00 0.38 80 39 41 L3X2X.25 2.00 1 .09 0.54 1 .19 3.00 0.25 X -T r2 t J; , ii h Y,1-. EAV E 31 12 13 L3X3X.25 _ _ 4.02 1.24 1 _0.58_ 1 .44 ! 3.00 0.25 81 39 40 L2X2X.1875 2.83 _ 0.27 0.19 ! 0.72 2.00^ 0.19 3 2 13 1 4 L3X3X.25 4.02 _ - 1 .24 0.58 1 .44 3.00 0.25 82 40 4_3_1 L3X3X.1875 4.00 0.96 0.44 1 .09 3.00 i 0.19 71 (07 33 14 16 L3X3X.25_ 2.01 1 .24 0.58 1 .44 3.00 0.25 83 40 41 L1 X1 X.109 2.00 0.02 0.03 0.21 1 .00 0.11 (2 FX 34 is 19 L3X2X.25 2.00 1.09 0.54 1 .19 3.00 _0.25 84 40 42 Ll.5X1.5X.130 2.83 0.08 0.08 0.37 1 .50 0.12 Y 9/�ULf 3 5 +1 5 1 8 L3X2X.1875 2.00 0.84 0.42 0.90 3.00 0.19 8 5 41 4 2 L3X2X.25 2.00 1.09 0.54 1.19 3.00 0.25 36 - 15 20 L2X2X.1875 2.83 0.27 0.19 I 0.72 2.00 0.19 86 42 44 L3X2X.25 2.00 1 .09 0.54 1 .19 3.00 0.25 37 16 17 L3X3X.25 2.01 1.24_ 0.58 1.44 3.00- 0.25 87 42 43 L2X2X.25 2.83_ 0.35 0.25 0.94 2.00 0.25 38 17 18 L3X3X.25 1.85 1.24 0.58 1.44 3.00 0.25 88 43 45 L4X3X.375 1 .98 3.96 1 .46 2_4-8 4.00 0.38 39 18 20 L4X3X.375_ _ 1.99 3.96 _1.46 _2.48 4.00 0.38 89 4 3 --44 - L1 xl x.109_ 2.00 0.02 0.03 0.21 1 .00 0.11 40 19 21 - L3X2X.25 - 2.00 1 .09 0_.54 1.19 3.00 0.25 90 43 48 _L2X2X.1875 2.82 0.27 0.19 0.72 2.00 0.19 4 1 1 9 20 L1 X1 X.109 2.00 0.02 0.03 ' 0.21 1.00 0.11 91 44 4 F; _L3X2X.25 _ 2.00 1.09 0.54 1 .19 3.00 0.25 4 2 20 23 L3X3X.1875 _ 4.00 0.96 _ 0.44 1 .09 I 3.00 0.19 92 4 5 60 L4X3X.375 2.06 3.96 1 .a6 2.48 4.00 0.38 43 20 21 L2X2X.25- 2.e13 0.35 0.25 0.94 2.00 V0.25 93 45 48 L3X2X.1875 2.00 0.84 0.42 0.90 3.00 0.19 a a 21 2?. L3X2X.25 2.00 1.09 0.54 1 .19 3.00 0.25 9 4 4 5 61 L2X2X.3125 2.54 0.42 0.30 1.15 2.00 0.31 a 5 21 2 3 L1.5X1.5X.130 2.83 _0.08_ 0.08 _ 0.37 + 1.50 0.12 9 5 _4 5 46 L3X3X.25 1.85 1.24 0.58 1 .44 3.00 0.25 46 22 24 L3X2X.25 2.00 1 .09 0.54 1 .19 3.00 0.25 96 46 60 L1XtX.109 _ 2.23 0.02 0.03 0.21 1 .00 0.11 47 22 23 L.1 X1 X.109_ _ 2.00 0.02 0.03 0.21 1.00 0.1 1 97 AA 59 L1 X1 X.109 1 .78 0.02_ 0.03 0.21 1.00 0.11 _a_8_ __2_3 26 L3X3X.1875 4.00 0.96 0.44 1.09 ; 3.00 0.19 98 46 58 L1.5X1.5X.130- 2.68 0.08 0.08 0.37 1.50 0.12 ASK4 ENGINEERING - 39084 Proctor Blvd, Suite 'C' 49 23 24 L2X2X.1875 2.83 0.2.7�� 0.19 0.72 ' 2.00 0.19 99 46 47 ! L3X3X.25 2.01 � 1.24 0.58 1 .44 3.00 0.25 5 U 2 4 2 5 L3X2X.25 2.00 1 .09 0.54 1 .19 3.00 0.25 1 0 0 47 49 1 L3X3X.25 2 0 1 .24 0.58 1 .44 3.00- 0.25 Sandy, Or 97055 (503) 668-6550 n1IP95-0409Rr HUP95-0406 Page F2 WEB STEEL SALES, INC. 1/30195 III 95-0408 do RUP 95-0406 Page .C t 2 lit Ito 9`-0409&BI 1p 95-0406 pl1P y5.p40F Fc 11UP 95-0406 Page F1 UVEB STEEL SALES. INC. 1/30/95 9122 SW DURHAM RD 8122 SW 11UR11AM RD 33 OF 62 9122 SW DIJRIIAM RD 8122 SW DURHAM RD 31 Of'62 � 1_ 30 OF 62 I'� `` 32 Or 62 � " If this notice nl►Itc:►rs cls ;firer tlr;irr the ,JUN 0 Z 2000 cement, the docttrtilent k of, nlarv'inal quality. 1111C1'U111111�'t� T�T1111j1 I�I�Ijljijljl I Ijlj�l�j�j���i.� .�.jCjlji�lj;jijl IIII�I►,11111 'i � ll � !i ', F� ��II�I ,I�i�i;, ; i�li:�tjllii� i�i;I ;ili (Ij:; i t I�I;liljl�iil,l i .�Iil� Illilll Ij . I !'Ilcl•i s t INCH MADE IN dIINA IT" f , I. I. .f. II �II! II �'!'iiilil�'t:;��111 ftl{il niflf� fllff;ilf I,i;ii flf if.. ...I.. fllifi�fil111111.{� ' ' ! i II �!li VIII II!illlll� 11� II jlllitlllljif11 Ifll�!!!I Till, !fllll!!!�IIIIII!!!�i!'!II!!!f!1j! ........ . 4,. i f A40.16(16)DL+SL A40.160o)UL+SL R40.16(16)DL+SL A40-16(16)DL+SL - ��-� - --Max. abs.-��- O Cwt--- �� 0 12978.38 7.0 I 1050.0 _ ili, 0.98 118.2_ 1 01 0.20 0.30 0.70 1.12 50.00 238.10 -7.0 -2800.0 N T T A g C D E F G H I J K L M N 0 P T Q I^I S I I J K L M N 0 P 0 R S T J K L M N 0 P 0 R - t.0 0 t 16.9 , 1 01 47 8 L1 X1 X.109 1 .60 0.02 0.03 0.21 1 .00 -001 1 1 ?adius of Radius of Unit Total Max. Ten. Max Ten or - Max. Moment M _ _ y _ � 5 1 0.2: 0.4_6 1_ 27_ 3 59 4802 0 _ __ - 5 - -----� '-- '- - -� - 1 -- '-.1 - - - J 5555.6 #1 0.99 1 17.4 t 0 2 0.44 0.96 4.10 6.36 1 1839.00 9948_74 -433.0 -9622.2 4 i 0.99 1 17.8 102 48 61 L3X2X.25 1.55 1.09 0.54 1 .19 3.00 0.25 _ _ _ - - --- - _ -__ 2 gyrailon � radon weight we;ght ! or comp. (-) or comp. str. I (absolute) bend. � 52 0 as 0.96 � 4.10 c..2Q 12601.00 058_9 08 250 0 __- -- - - t 0 3 4 9 5 8 L t X1 X.109 -T-2.45 0.02 0.03 0.21 1.00 0.11 3 (Rz) in (Rb) in Ib/ft Ib Ib--�- -- psi Ib-ft - psi 5 3 0.?.0 0 0� 0.70 t.40 623.00 2966.67 9.0 3600.0 N 1.00 6 9 103 0.20 0.30 0.70 1.72 1692.00 8057.t 4 3.0 1200.0 #f 1 .00 t 16.9 -- -_ 104 49 57 LIXIIX.109 1.41 0.02 0.03 0.21 1 .00 0 1 t _ - -- _ q _ _ _`._�-_ 5 4 0.60 0.94 3.71_�14��84�1�1684.00 10719.27 t 2a�0 3381 ,8 11~ 0.88 124.4 t 0 4 0.20 0.30 0.70 0.99 100.00 476.19 10.0 _4000.0 N 1.00 t 16.9 1. 1. X.1 0 2.45 0.08 0.08 0.37 1 50- 0.t 2 5 - _ 5 5 0.40 0.63 1.65 4.67 -3947.00 -8222.92 34.0 3'38.5 #► 0.86 126.3 1 0 0.29 0.46 t.27 3.11 -2522.00 -6816.22 -18.0 -2700.0 #t 0.98 118.2 105 _49 56 L 5X 5 3 - -- ----} 1 t7•a _ -! 5.6 N 0.99 t 17.8 106 0.91 0.93 8.90 22.51 -16846.00 -11698.61 - 147.0 3081.4 !1 0.99 117.4 106 49 50 L3X3X,25 4.02 t.2a 0,58 1.44 3.00 0.25 6 0.44 _0.96 a.lU 1.85 113.00 94.96 -205.0 -4555.6 0, 0.99 56 0.44 0.96 4.10 8.20 -16872.00 -14178.15 22x.0 Y _ _ - 1 0 7 50 5 t _ L3X3X.25 4.02 t.24 0.58 1 .44 -3.00_ 0.25 7 0.64 1.26 8.50 2.81 84.00 33.87 -1601.0_ -13151,1.9 N 1.00 t 16.9 __ - _ __ _ - - _ _ - _ _ + 5 7 0.29 0.46 t.27 3.59 2406,00 6502.70 1 9.0 ! 1350.0 N 0.98 118.2 t 0 7 0.91 0.93 4.90 119.70 -10305.00 I -7156.25 -187.0 -3869.0 w 0.99 I t 17.4 - 9 -169.0 -4828.6 #► 0.86 124.4 .1 0 -16648.00 -13989.92 2 8 0 4844.4 w 0.99 117.4 t 08 0.29 0.46 1.27 2.86 2894.00 7821.62 9.0 1350.0 N 0.9_8 118.2 _ 0.08 0.37 1.50 0.12 8 0.44 0.97 3.08 8.16 -4850.00 -5388 8 5 8 -0.44 0.96 4 0 8 2 108 5i! 56 � Li.5X1.5X.130 2.25 0.08 _ - - I 124.4 - 71.4 5.0 2000.0 N+1-00 116.9 t 0 9 0.20 0.30 0.70 0.73 I 12 t.00 ; 576.19 17.0 6800.0 M 1 .00 116.9 n; 5 0 F5 5 Lt X1 X.109 1.Oa 0.02 0.03 0.21 1,00 0 1 1� 9 0.44 0.97 3._08 6,16 4576.00 5084.44_ -148.0 �a228.6 # 0 88 5 9 0.20 0.30 0.70 1.80 -708.00 33 3 _ t t 0 50 54 ! L2X2X.125 2.25 0.19 0.13 0.48 2.00 0^12 1 0 0.40 X0.69 1 .65 3.a8��6828.00 12141.67 28.0 _2584 6 N 0.86 126.3 _ - __ _ _ __ -- 60 0.60 0.98 3.71 15.25 14342.00 13157.80 113.0 3081.8 #f 0.88 124.4 110 0.40 1 0.63 1.65 3.71 �aa0/.00 -9168.75 -49.0 _ 4523.1 ;w 0.86:1:126.3 1 t 1 51 52 L4X3X.375 _ 0.34 3.96 t.46 2.48 i 4.00 0.38 1 1 0.40 0.63 1 .65 3.71 -4383.00 -9131.25 -49.0 _ -4523.1 N 0.86_ 3 61 p.29 0.46 t.27 3.58 1348.00 -3643.24 9.0 1350.0 #f 0.9_8 118.2 t 1 t 0.64 t .26 8.50 2.89 -2862.00 -1154.03 1808.0 I -1321 6_4 fN, t.00 116.9 -_ __ - 2X2X.125 - 2.11 0.19 0.13 0.4- 8 X2.00 0.12 1 2 0.44 0_ .97 3.08 6.t 6 4607.00 51 t 8.8_9 -152.0 -4342.9 M 0 88 124.4 ___ _ - ___-,_ 6 2 0.44 0.96 4.t 0 12.53 -17319.00 -14553.78 222.0 T 4933.3 M 0.99 1 17.4 1 1 2 0.40 0.63 1.65 3.48 5836.00 12158.33 28.0 2584.6 4 0.86T26.3 1 t 2 51 54 L _ ------ - 55.71 - 17.0 6800.0 M 1_00 116.9 - -� - --�.- --� _�T_ �J--^- - _4..---�-- -- N 0.88 124.4 t t 3 52 5 3 L4X3_x.375 0.33 3.96 1 .46 2.48 4.00 0.38 1 3 0.20 0.30 0.70 0.73 123.00 6 3 0.29 O.a6 1.27 3.71 77.00 208.11 6.0 900.0 IM 0.98 t 18.2 1 1 3 0.64 1.26 8.50 2.81__ _�Ba.00 33.87 1608.0 13216.8 it 1.00 116.9 -- �._ 0.90 3.00 0.19 1 4 .44 0,97 3.08 6.16 9241.00 10267.76 -140.0 -4000.0 1#11 0.88 124.4 64 0.64 1.26 8.50 17.51 6998,00 2821.77 I 160.0 ; 1315.1 INt 1.00 116.9 1 t 4 0.44 0.97 3,08 6.16 4872.00 5413.33 168.0 4800 0 f X2X.1875 2.00 _ 0.84 _42 _ 0 t t 4 53 54 L3 _. _ Y 7 2.00 0.84 0.42 0,90 3.0_0_ 0.19 t 5 0.29 0.46 1.27 2.88 2898.00 7821.62 9.0 I 1350.0 #► 0.98 118.2 6 5 0.60_ 0.94-71 15.29 -14385.00 13197.25 t 43.0 3800.0 _i#1 0.88 124.4 t t 5 0.44 0.97 3.08 6.16 4575.00 5083.33 _147.0 4200.0 N 0.88 124.4 t t 5 5 4 5 5 L3X? ,.18 5 _ �_�__ _ - -- - -- - 115 55 56 L3X2X.1875 2.00 0,84 0.42 0.90 - I 3.00 0.19 16 0.29 O.q6 1 .27 3.11 -2522.00 I -6816.21 •18.0 -2700.0 #1 0.98 118.2 -� 152.0 4342.9 k 0.88 124.4 66 0.29 0.46 1.273.71 -153.(`0 -413.51 11.0-fi 1650.0 (M. 0.98 118.2 116 0.44 0.97 _3.08 6-16 4607.00 5118.89 _ .--- - - - _ -- -- 1 t 7 c 57 L3X2X.1875 2.00 0.84 �O.a2 0.90 _3.00 0.19 1 7 0.44 0,97 3.08 6.1 B_ 9255.00 10285.33 -154.0 •4342.9 #► 0.88 124.8 6 7 0.44 0 96 4 1012.53 -17308.00 -14544.54 332.0 73_77.8 N 0.99 117.4 1 17 0.44 0.97 3.08 6.16 ; 9241 .00 10267.78 140.0 4000.0 14 0.88 I 124.4 L3X2X.tk?5 2.00 0.88_ O.a2 0.90 3.00 O.t9 1 8 0.20 0.30 0.70 ! 0.99 100.00 476.19 10.0 4000.0 M 1.00 116 _ sa O.a4 0.96 4.10 8 02 -16642.00 •1398_4.87 223.0 x955.6 K 00 99 -117.4 118 _ o.aa 0.97 _3.08 6.16 9 55.00 10283.33 152.0 8342.9 #► 0.88 124.4 118 57 58 __ _ 1 19 58 59 L3X2_X.1875 1 2.00 0.84_ 0 42 O b0 3.00.19 1 9 _0.44 0.97 3.08 6.16 11881.00 13201.11 -133.0 38_00.0 N 0.88 128.8 69 0.29 O.a6 1.27 3.59 -1413,00 -3818.92 7.0 1050.0 MI 0,98 118 2 t 1 9 o as 0.9.7 3.06 6.1 _ 86 11 81,00 13201.11 133.0 3800.1 N 0.88 I 128.4 1.34 0.88 0.42 0.90 3.00 0.19 2 0 0.20 0.30 0.70 t.72 1692.00 8057.t 4 3.0 _ 1200.0_�M 1 .00 1 16.9 7 0 0.60 0.94 3.71 14.84 11693,00 10727.52 187.0 8009.1 #1 0.88 i 24.4 1 20 o as Q 97 3.08 4.t 3 t 1883.00 t 3203 33 100.0 2857.t N 0.88 128.8 L3X­,,%, ,875 --�' - - 1 20 59 60 - -- - --- - _ 1z1 60 61 L3X2X.25_ 2.06 1.09 0.58 t.t� 3.00 0.25 21 -0.29 II 0.46 1 1.27 3.80 -1650.00 -4459.46 -13.0 •1950.0 _a 0.98 118.2 71 0.20 0.30 0.70 1.40 -686,00 -3266,67 4,0 1600.0 N 1.00 116.9 s 121 O.aa 0.96�a.t0 8.45 11347.00 9535.29 576.0 12800.0 #1 0.99 117.8 -t- -- - ._-- 1 _.-- -- - -- t 22 0.44 - 0 96 4.10 1.85 113 0071- 94.96 205.0 4555.6 #1 0,99 117.4 122 61 6 2 L3X2X.25 0.45 1 .09 0.54 1.19 3.00 0.25 2 2 0.20 I 0.30 0.70 ' 1 .12 1 50.00 238.10 -7.0 -2800.0 M 1.00 1 t 6.9 7 2 0.29 O.a6 t.27 3.59 2388.00 6858.05 I 8.0 t 200.0 tY 0.98 I 1 t 8.2 23 0.440.97 _3,08 4.13 1 11883.00 13203,33 -100.0 -2857.1 N 0.88 124.4 73 _0.44 0.96 4.10 8.20 -1F363.00 -14170.59_1 _227,0 5044.4_ #1 0.99 117.4_ 2 4 0.20 0 0.70 1,25 T -59.00280.95 -2.0 -800.0 IF 1.00 116.9 7 4 -0.44 0.96 4.10 8.20�-12601.00 -10589.08 248.0 + 5511.1 M 0.99 117.4 2 5 0.64 X1 .26 I 8.50 17.51 -663.00 1 -267,34 -1710.0 -14058.8 #1 t.00 11 6.9 7 5 0.40 0.63 1.65 4.67 3947.00 -6222.92 35.0 3230.8 #1 0,86 126.3 6 0.84 0.96 8.10 8.45 11347.00 9535.29 _ _ -576.0 -12800.0 #1 0.99 117.8 7 6 0.60 0.94 3.71 14.84 5490.00 5036.70 101.0_ 2754.5 M 0.88 128.8 2 7 0.20_ 0.30 0.70 1.56 629.00 2_995.24 2.0 800.0 # 1.00 16.9 7 7 0.20 _0.30 0.70 1.40 627.00 -2985.71 I 10.0 4000.0 1N 1.00 116.9 2 8 0.44 0.98 4.10 6.36 11838.00 9947.90 -435.0 -9688.7 # 0_.99 117.4 7 8 0.29 0.46 1 27 3.59 _4dP0.00 12972.97 8.0 1200.0 M 0.98 118.2 29 0.60 3.92 9.96 •13845,00 -_12039.13 -62.0 •2480.0 N. 1.00 116:9 79 0.44 0.9 _a 10 ' 8.20 •12817.00 -10770,59 258.0 5733.3 # 0.99 117.4 0.39 _ _ ..-- _ 30 _ 0.64---I 1.26 8.50 2.89 -2861.00 -1153.63 1 -1601.0 •13158.9 N 1.00 116.9 _ 80 0.44 0.96 4.10 8.20 -4916.00 -4131.09 297.0 5610.0 N 0.99 117.4 3 i 0.91 0.93 19.70 -10323.00 _-7168.75 187,0 1 -3869.0 4 0.99117.4 81 0.39 0.62 2.44 6.91 -6670.00 -9263.89 49.0 3094.7 laf 1.00 116.9 32 0.91 0.93 4 90 22.51 •16846.00 -11698.61 -147.0 I •3041.4 0 0.99 Ili.482 0.60 0.94 3.71 14.84 -4336.00 -3977.98 46.0 1254.5 a 0.88-T 124.4 3 3 0.59 0.93 4 SJ� 9.85 -20328,00 -14116.67 -193.0._3993.1 #►1 0.99 11-7-.4- 8 3 0.20 0.30 0.70 I 1 .80 -389.00 -1852.3_-- 8 T_ 12.0 4800.0 N 1.00 116.9 3 4 0.44 0.96 4.10 8.20 6114.00 5137.82 -439.0 •9755.6 4 0.99 117 a 8 4 0.29 0.46 1.27-1-3.59 7192.00 198_37.88 - 2.0 300.0 _ M 0.98 118.2 3 5 0.44 0.97 3.08 6.16 -7585,00 _8427.78 5.0 182.9 N 0.88 128.4 8 5 _n.44 0.96 4.10 8.20 X5130.00 -4310.92 -348.0 -7733.3 N 0.99 117.4 36 0.39 0.62 2.44 6.91 8468.00 11761.t t -73.0 -4610.5 M 1.00 116.9 86- 0.44 0.96 4.10 8.20 6370.00 5352.94 -225.0 -5000.0 N 0.99 117.4 I 37 0.59 0.93 8.90 9.85 02 332.00 -18119.88 -187.0 1 -38_69.0 #1 0.9_9 117.4 87 _0.39 0.63.20 1 9.06 _-9315.00 -9909.57 132.0 6336.0 4 1.00 116.9 38 0.59 0.93 4.90 9.07 -22006.00 -15281.94 -176.0_-3641.4 IN 0.99 � 111"7-.4_ 86 0.64 1 .26 8.50 16.83 -16974.00 -6844,35 -1766.0 -14515.1 N 1.00 116.9 1 -1767.0 -14523.3 M 1.00 116,9 _ .7 1.40 -414.00_ •1971.43 •16.0 -6400.0 N 1.00 116.9_ 3 9 0.64 1.26 8.50 16,92 -16971.00 -6843-15 _ I-- 8 9 0.20 0.30 0 0 _ --- 40 4 0 0.44 0.96 4,10 8.20 6328.00 5317.65 -228.0 -5066.7 I#► 0.99 ' 117.4 90 0.39 0.62 2.44 6.88 8423.00- 11698.61 _-73.0 I -4610.6 #1 1.00 116.9 4 1 0.20 0.30 0.70 1.40 -407.00 1 -1938.10_ •16.0 -6400.0 iM 1.0- 0 T 1 t 6.9 91 0.44 0,96 4.10 8.20 6158.00 _5174.79 -436.0 I -9688.9 #f 0.99 117.4 d 42 0.60_ 0.94 3.71 14.84 •43,18.00 , -3970.64 45.0 1227.3 4 0.88 124.4 92 0.64 1 .26 8.50 17.51 -663.00 -267.34 -1710.0 -14054.8 i 1.00 116.9_ 43 0.39 0.6_1 3.20 9.06 -9294.00 -9887.23 133.0 6384.0 M 1.00 116.9 93 -0.44 0.97 3.08 6.16 -7560.00 -8400.00 6.0 171.4 N 0.88 124.4 a a 0.44 0.96 4.10 8.20 •5153.00 -4330.25 _-353.0 •7844.4 N 0.99 1 t 7.a 9 a _0.39 0.60 3.92 9.96 -13847.00 -12040.87 -62.0 -2480.0 #1 1.00 116.9 45 0.29 0.46 1.27 3.59 7201.00 19462.16 2.0 300.0 ;M 0.98 118.2 95 0.59 0.93 4.90 9.0_7 •22006.00 -15281,94 _•176.0 -3641.4 M 0.99 117.4 46 0.44 0.96 4.10 8.20 -4937.00 -4148.74 301.0 6686.9 M 0.99 117.4 96 0.20 0.30 0.70 1.56 629.00 2995.24 2.0 800.0 #1 1 .00 116.9 4 7 0.20 I 0.30 0.70 t.40 -382.00 -1819.0_5 12.0_ 4800.0 N 1.00 116.9 9 7 0.20 0.30 0.70 1.25 •59.00 -280,95 -2.0 -800.0 M 1.00 116.9 a 8 0.80 0.98 1 3.71 14.84 5886.00 5033.03 I 105.0 2863.6 # 0.88 128.8 I 98 0.29 0,46 1.27 1 3.80 -1650.00 4459.46 -13.0 I -1950.0 lir 0.98 118.2 d 4 9 0.39 0.62 I 2.44 X6.91 -6653.00 •9240.28 49,0 3094.7 N t.00 116.9 9 9 0.59 I 0.93 4.90 9.85 -20332,_00 t 4119.4 -187.0 -3869.0 +Y 10.99 117.4 - 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I ------r- - -- _ _ 50 0.44 0.96 4.10 8 2Q 12820 00 107%3.11 260.0 5777.8 M 0.99 117.4 100 0.59 0.93 4.90 9.85 20328 00 14116.67 -193.0 -3993.1 M 0.99 117.4 dl IJUP 95. 13UP 93.0gOg&IIUp 9s O4(Ir� Page F6 WEB STEEL SALES, INC. 1/30/95 ' 0408&AM R1 (l4(xs Page F5 WEB STEEL SALES, INC, 1/30/95 8122 SW kU At122 SW I IJR1IAM RD(W116 Page F3 WEB STEEL SALES, INC. 1130/95 1101 95-()4(1X&htIP95-0406 Page F4 WEB STEEL SALES, INC. 1/30/95 8122 SW nUK11Ahf kh Ut/R11AM A122S 36OF62 i'. 3701:62 III W Ut1R11AM Rt) 34 c)r•62 r 35 or•62 v III A40.16(16)DL+SL A40.16(16)DL+SL A40.16(16)DL+SL A40 16(16)DL+SL W X Y 2 AA AB AC U V W X Y Z AA AB AC --! U Y W X Y Z AA AB AC AD AE AF AG AH �- Al AJ AK AL ADD New New New STIFFUJ EH From To Section I' 1 kl/r/z) kl/rr(b F'e Allowable Actual Camp./ Actual Ten./ Ft, Actual Bend / Actual Bendq/ 5 1 117.1 73.8 27 10920 0.00 0,52 24643 0.04 0.00 �i 27720 0.10 _ 0.00 I 1 FINAL DD e - g i 1 01 96.0 64.0 3 6 14616 0.00 0.01 ---- - . --- --- __. _. _- - r - - la/Fa Unit Node Node name (--- ) --- ---- � - t 0 2 42.3 19.4 398 2171 1 0.00 0.39 25008 0.38 0.00 2 UNITY NEW fb/Fb y 5 2 54.5 25.0 239 20341 0.52 0.00 25008 0.22 0.23 - - -`-_- --" Comp - allowable Allowable (sec. 5.1.1)I Allowable (T) Allowable(C) r - 1 2 _ I _ks� 'Com Stress - 3 ?l ps! (H1-1J (H2�1) psi I (H1-2) (H1-iJ 53 120.0 80.0 23 10370 0.29 0.00 27720 0.13 0.15 to3 187.0 98.0 18 6911 0.00 0.32 I 27720 0.04 0.00 3 ELEM. bending Axial �-' ------- 54 80.0 51.1 5 7 15694 0.00 0.43 222e 1 0.15 0.00! 104 84.6 56.4 4 7 16403 0.00 0.02 27720 0.14 0.00 4 a ------1___--.- - - 1 1 4 37 13606 0.50 0.00 24643 ' 0.11 0.13 5 5 - 55 84.9 53.9 51 14820 O.b5 0.00 21601 0.16 0;17 05 10-. 63.9 - 6 12.3 5.6 4720 24311 0.00 0.00 25008 0.18 0.00 56 54.5 25.0 239 20341 0.70 0.00 2500_8 0.20 0,21 106 105 0 F1.9 56 13068 0.90 0.00 25008 0.12 0.15 6 0.19 NO 0.00 0.00 1 10 i L3X2X.25 7 6.2 3.1 15118 24879 0.00 0.00 26200_ 0.32 _0.00 57 117.1 73.8 27 10920_ _ 0.00 0.26 1 24643 0.05 0.00 107 105.0 51.9 56 13068 0.55 0.00 26008 0.15 0.18 0.52 NO 0.00 0.00 2_ 11 L4X3X.375 8 54.5 24.7 244 18412 0.29 0.00 22241 0.22 0.22 5 8 54.5 25.0 239 20341 0.89 0.00 25008 0.19 0.21 1 0 8 93.1 58.7 43 14911 0.00 0.31 24643 0.05 0.00 J.51 NO 0.00 0.00 2 3 I L3X2X.1875_-_ 10 7 0.33 0.00 27720 0.07 0.06 109 82.4 41.6 86 19499 0.00 0.02 27720 0.25 0.00 9 0.39 NO 0.00 0.00 3 4 L3X2X.1875 9 54.5 24.7 244 18412 0.00 0.20 22241 0.19 0.00 59 120.0 80.0 23 3 0 110 67.5 42.9 61 16704 0.55 0.00 21601 0.21 0.24 10 0.60 NO 0.00 0.00 --_ 3 12 I L2X2X.125 _ 10 63.3 40.2 92 17124 0.00 0.48 21601 0.12 0.00 60 82.2 52.5 64 15435 0.00 0.52 22241 0.14 1 0.00 _____ _ - - -T 3 1 3 � L2X2X.125 1 1 67.5 42.9 81 16704 0.55 0.00 21601 0.21 0.24 61 116.7 73.6 28 10994 0.33 0.00 24643 0.05 0.06- 1 1 t 6.4 3.2 14242 24868 0.05 0.00 25200 0.52 0.52 1 1 0.78 NO 0.00 0.00 - _ 4 .7 244 18412 0.00 0.20_ 22241 0.20 0.00 6 2 71.2 32.6 _140 18232 0.80 0.00 25008 0.20 0.22- 1 t 2 63.3 40.2 92 t 7124 0.00 0.48 21601 0.12 0.00 1 2 0.40 NO 0.00 0.00 4 5 L3X2X.1875 1 2 5 .5 2 4 -13 62,8 41_6 86 19499 _ 0.00 ".02 27720_ 0.25 0.00 G3 120.8 76.2 26 10229 0.02 0.00 24643 0.04 0.04 t t 3 6.2 3.1 15118 24879 0.00 0.00 25200 0,52 0.00 1 3 0.27 NO 0.00 0.00 a 1 3 L1 X1 X.109 1 4 54.5 24.7 244 18412 0.00 0.•t 1 22241 0.18 0.00 6 4 38.8 19.6 388 22240 0.00 0.11 25200 0.05 0.00- 1 t 4 54.5 24.7 244 18412 0.29 0.00 22241 0.22 0.22 1 4 0.59 NO 0.00 0.00 5 B L3X2X,1875 ry + t t 5 58.5 24.7 248 18412 0.00 0.20 22241 0.19 0,00 1 6 0.64 NO 0.00 0.00 5 1 1 4 L1.5X1.5X.130 15 93.1_ 58.7 43 14911 0.00 _ 0.3124643 0.05 0.00 65 82.4 I 52.8 54 15411 , 0.00 0.62 22241 0.18 � _0.00 1 6 101.8 63.9 _ 37 13806 0.50 1 0.00 24643 0.11 0.13 66 120.8 76.2 26 10229 0.04 0.00 24643 _ 0.07 i 0.07_ t , 6 54.5 24.7 244 18412 0.00 0.20 22241 0.20 17 _54_.5 24.7 244 18412 0.00 0,41 22241 0.20 _ 0.00 67 71.2 32.6 140 18232 0.80 0.00 25008 0.30 0.33 117 54.5 24.7 244 18412 0.00 0.41 22241 0.18 0.00 17 0.60 NO 0.00 0.00 6 7 L3X2X,1875 - 0.02 27720 _ 0.14 0.00 68 54.5 25.0 239 203_41 0.69 0.00 25008 0.20_ 0.21 1 1 8 54.5 28.7 2aa 18812 0.00 0.41 22241 0.20 0.00 t s 0.16 NO 0.00 0.00 6 14 3X2X.l X1 87 �4 09 IS 84.6 56.4 47 16403 0.00 t 1 9 54.5 24.7 244 18412 0.00 0.52 22241 0.17 0.00 1 9 0.89 NO _0.00 0.00 7 8 L3X2X.1875 19 54.5 24.7 244 18412 0.00 0.52 22241 0.17 0.00 69 117.1 73.8 27 10920 0.35 0.00 24643 0.04 0.05 _ __ 20- 147.0 98.0_ 1 - 6911_ 0.00 _ 0.32 _ 277_20 0.04 0.00 7 0 80._51.1 5 7 15694 0.00 0.43 22241 0.18 - 0.00 1 2 0 36.5 16.6 543 ! 20006 0.00 0.52 22241 0.13 0.00 2 U 0.36 NO 0.00 0.00 7 1 4 L1 X1 X.109 21 1 10.9 89.9 31 12014 0.37 0.00 24643�_ 0.08 0.09 71 120.0 80.0 23 10370 0.32 0.00 27720 - 0.06 0.07 1 2 t 56.2 25.8 225 20146 0.00 0.38 25008 0.51 0.00 2 1 0.46 NO 0.00 0.00 7 1 7 L1.5X1.5X.130 Ali - - 1 2 2 12.3 5.6 4720 24311 0.00 0.00 25008 - 0.18 0.00 2 2 0.11 NO 0.00 0.00 7 16 L1 X1 X.109 2 2 96.0 64.0 36 14616 0.00 0.01 27720 0.10 0.00 7 2 1 17.1 73.8 27 10920 0.00- 0.26 24643 0.05 0.00 7 3 _4._ 25.0 239 20341 0.70 0.00 25008 0.20 0.21 23 0.65 NO 0.00 0.00 8 9 L3X2X.1875 IIS 23 36.5- �_ 16.6 543 20008 0.00 _ 0.52 22241 0.13 0.00 54.5 _ _ _ _ _ 2 a 106.8 71.2- 29 ,2791 0.02 - - 0.00 27720 0.03_ 0.03 7 4 54.5 26.0 239 20341- 0.52 0.00 25008 0.22 0.23 2 a O.Oa NO_ 0.00 0.00 _ 8 1 7 L1 X1 X.109 -_ �^ - 2 5 0.57 NO 0.00 0.00 9 18 1 L4X3X.375 �4 25- 38.6 19.6 388 222_40_ 0.01 0.00 25200 I 0.56 0.56 75 84`9 t' 53.9 51 14820 0.56 - 0.00 21601 0.15_ _ 0.18 - 26 56.2 25.8_ 225 20146 0.00 _0.38 25008_ 0.51 0.00 76 80.0 _ 51.1 5 7 15694 _0.00 0.20 _ 22241 0.12 - 0.00 2 6 0.89 NO 0.00 0,00 9 1 0 L3X2X.25 27 133.8 1 89.2 19 8341 0.00 --0712-- 27721 _ 0.03 _ 0.00 77 120.0 80,0 23 10370 0.29 0.00 27720 0.14 0.17 2 7 -0.15 NO 0.00 0.00 _ 9 1 7 L1 X1 X.109_ 28 0.78 NO _0_.00 0.00 10 15 L3X2X.25 � 28 42.3-t 19.4 398 21711 0.00 0.39 25008 0.39 0.00 78 117.1 73.8 27 10920 _ 0.00 0.51 24643 0.05 0.00 - 0 25008 0.23 0.24 - 2 9 0.81 NO 0.00 0.00 _ 1 0 1 8 L2X2X.3125 29 78.2_ 50.8 58 17364 0.69 0_00 27720 _ 0.09 0.11 79 54 5 25.0 239 20341 0.53 0 0 -_ - -- i � 2 8 0 58.5 ' 25.0 239 20341 0.20 0.00 25008 0.26 0.27 3 0 0.67 NO 0.00 0.00 1 1 1 2 L4X3X.375 I 30 6.4 3.2 14242 24868 0.05 0.00 25200 0.5_ 0 5 _ I _ � 31 0.73 NO 0.00 0.00 �_____ 12 13 L3X3X.25 81 87.1 ; 54.8 50 16027 0.58 0.00 25200 0,12 0.15 - - 31 105.0 51.9 _ _56 13088 0.550.00 25_008 _ 0.15_ 0.18_ _- _._ -- _ - -__ 32 106,0 51.9 58 13068 0.90 0.00 25008 I C.12 � 0,15 82 80,0 : 51.1 67 _ 151394 0.25 0.00 22241 0.06 0.06 32 1.05 YES 0.14 0.76 0.93 L1X1X.109 13 14 L3X3X.25 q �__ _ _ -_ - 33 0.82_ NO 0.00 0.00 1 4 1 6 L3X3X.25 33 _40.9 25.9 222 21855 0.85 0.00 25008 0.16 0.17 _ 83 120.0 80.0 23 10370 0,18 _ 0.00 27720 -0.17 0.19 34 0.59 NO 0.00 0.00 15 1 19 L3X2X.25 34 54.5 25.0 239 20341 0.00 0.20 25008 0.39 0.00 84 117 1 73.8 27 10920 0.00 _0.77 24643_ 0.01 _ 0.00 35 0.46 NO 0.00 0.00 - 15 I -18 L3X2X.1875 ! 3 5 54.5 24,7 244 18412 0.46 0.00 22241 f 0.01 0.01 - 8 5 54.5 _2.5 0 239 20341 -0.21 0.00_ 25008 0.31 0.31 - -- - 36 87.1 54.8 50_ 18027 0.00 _ 0.47 25200 _ 0.18 0.00 - 86 54.5 25.0 239 20341 - 0.00 0.21 25008 0.20 0.00 36 0.65 NO 0.00 000 - 16 2G L2X2X.1875 �� - 37 0.81 NO 0.00 0.00 1 t3 t % L3X3X,25 37 40.9 +_ 25.9 E22 21855 0.65 0.00 26008 x0.15 0.17 87 87.1 66.7 48 16027_ 0.62 0_00 27720 0.23 0.29 3 8 37,6 ! 23.9 282 22186 0.69 0.00 26008 0,15 0.16 8 8 37.1 18.9 420 22392 0.31 0.00 25200 0.58 0.59 3 8 0.84 NO 0.00 0.00 1 7 1 8 L3X3X.25 -� 1 25200 --T-- 0.58 0.69 8 9 120.0 80.0 2 3 10370 0.19 _ 0.00 _ - 27720 0.23 _-0.25 3 9 _ 0.89 No 0.00 0.00 _ 18 20 L4X3X.375 dl 39 37.3 19.0 418 22373 0.3 0.00 _ _- - --�--- _ -� !_ 4 0 0.41 NO 0.00 0.00 1 9 21 , L3X2X.25 40 54.5 25.0 239 20341 0_.00 0.21_ 25008 0._20 0.00 9rJ 86.8 54.6 50 18074 0.00 0.48 _25200 0.18 0.00 - 4 1 120 - 80.0 2 3 10370 0.19 _ 0.00 27720_ 0.23 0.25 9 1 54.5 2.5 0 239 20341 0.00 0.2_1 -25008 0.39 0.00 4 1 0.44 NO Oi00 0.00 1 9 2 0 a L1 X1 X.109__ 42 0.31 NO 0.00 0.00 - 20 23 L3X3X,1875 _ 0.00 22241 0.06_ _0,06 9 2 _3_8.6 19.6 388 22240 0.01 0.00 25200 0.56 0.56 - 42 80.0 51.1 57 16894 0.25 _ _ __ _- - --- 4 3 0.91 NO 0.00 0.00 2 0 21 L2X2Y,.2,r, --- 55.7 48 16027 0.62 Y 0.00 27720 - 0.23 - 0.29 93 54.5 24.7 244 18412 0.46 0.00 22241 0.01 0.01 -_- - a 3 87.1 56 _ � 44 0.53 NO 0.00 0.00 21 22 L3X2X.25 9 4 78.2 50.8 5 8 17354 0.69 0.00 27720 0.09 0.11 - - 4 4 54__5 _25.0 239 20341 0.21 _0.00 2500]8 - 0.31 -_0.32 _ I 45 0.78 NO 0.00 0.00 21 23 _L1.5X1.5X.130 a 5 1 17.1 73.8 2 7 _ 10920_ 0.00- 0.77 24!343 0.01 0.00 9L 37.8 23.9 262 22186 0.69 _ 0.00 25008 0.15 _-0.15 4 6 54.6 25.0 239 20341 0.20 0.00 - 25008 0.27 0.27 9 6 133,8 89.2 1 9 8341 00.00 0.12 27720 0.tt3 0.00 46 0.48 NO C 0.00 22 24 L3X2X.25 dl 47 0.36 NO 0 0.00 22 2.3� - L1 X1 X.109 47 120,0 80.0 23 10370 1 0.18 0`00 - 27720 0.17 0.19 97 106.8 71.2 29 12791 0.02 0.00 _27720_ 0.03 _ 0.03_ _ -- 23 26 I L3X3X.1875 _ _ _ _-- _ _-- 4 8 0.33 NO 0.00 0.00 4 8 80.0 51.1 57 15694 0.00 0.20 22241 0.13 0.00 9 8 110.9 89.9 3 t 1 2014 0.37 0.00 24643 0.08 0.09 - -_ = -� �� a9 87.1 68.8 50 18027 ! 0.58 0.00- 25200 0.12 0 15 99 40.9 25.9_ 222 _71855 0.65 0.00 25008 0.16 _0.17 49 0.73 NO o 00 0,00 23 24 L23X2X275 --- - 100 40 9 25 9 222 21855 0.65 0.00 25008 0.16 0 17 50 0.77 NO 0.00 0.00 24 25_ L3X2X.25 150 54.5 25.0 239 1 20341 0.53 0.00 25008 0.23 0.24 I IIt1Pg5-0408&Il11P95-0406 Page F10 V,1EB STEEL_ SALES, INC. 1/30195 HUI"i`-ii•tlig R 11111195-0406 IIID 95.0408&Ill IP 95-0406 Itl,pyg_040A.rzF3UPpS-f►4tK, Page F7 WEB STEEL SALES, INC. 1/30/95 Page F8 WEB STEEL SA-ES, INC. 1/30195 Page F9 WEB STEEL SALES, INC. 1/30/95 8122sWf)URIIAMRI) �!I 8177.SW I)IIRHAM RI) g A122`W IN IRI IAM RU 8122 5W hl)RI IAM RI) 4! OF 62 (� 1901-62 if 40 OF 62 I(\ l9()F62 /1 ! III If this notice 'appeal-s clear th:u1 the JUN 0 2 2000 dOcunlent, file document is of n1;1rKil"I qu;tlil�'• Illll f(111I Il cd p 'IT]1111111 Ijlji �l�1 111 i I�I�I�If lili( (..l=�jl�i+l,l�Iji !�l�I�:il�l) l !; � ! j�; ! ; �! f I�ij lliji�; l! ; jl� .lililii!li`ili �►lill) ; Illjijlj lli!,Iji I I!I1�1111 I! ►iii �i;j. i. l! (NOM MADE IN CHINA _ . -R>. _ - III II 1 }: ( ! ii i I Iliii 1!;i illi I' ;lull IliffI!III!!:!! III�!!I!lII;;;!il;i�;:;; lss;;f��illlilj 7 14 a fill;Illiiiillliilli l!!�li�jlllllllll}i!I!!I' • �x , �� ,Illi llll�lll! Illl�i�JllllLilllUll(}!�111!!t!I!�!!,- .11llj!!!! ull,.l,i !!li.,i,ll��I.���s(_itl�Is�il1!l1laJ)il..:�Ills�il.I.In ....t�il�� sls•...l,.l..iflslfl,•.,,,! , . ,I • �I FRAME DIAGRAM--DL+SL FRAME DIAGRAM--DL+SL A40.16(16)DL+SL A40 16(16)DL+SL TOTAL_ DOWNWARD LOAD- P,16' FRAME SPACING TOTAL DOWNWARD 'LOAD - 30 PSF, 16' FRAME SPACING F-13PAGE F J A FRAME MAC file: *M40.16(16)DL+SL; Last modified at 3:12:29 PM on Tue, Jul 13, 1993 FRAME MAC file: *M40.16(16)DL+SL; Last modified at 3:12:29 PM on Tue, Jul 13, 1993 AD _AE AF AG AN Al AJ AK ��AL AD AE AF AG �AH- AI AJ AK AL Node number: 9. Location: X - 4.00, Y - 18.34 ft. Node number: 19. Location: X - 6.00, Y - 18.84 ft. 1 01 U-1 1 NO 0 0 U 0 0 0 4 7 5 8 L 1 X 1 X 109 Node is unrestrained- Node Is nrestrained, 51 0.56 NO 0.00 0.00 2.4 26 L1.5X1.5X.130 - - -- -- - -� " - �_" r-- - 1 0 2 0.78 T NO 1 G 00 0.00 4 8 61 L3X2X.25 No loads currently applied on this node. No loads currently applied on this node. 5 2 0.75 NO 0.00 0.00 -�2 5 27 L3X2X.25 ---- -- '�- - -c 1 0 3 0.36 NO 0.00 0.00 _ 49 58 L1 X1 X.109 53 0.43 NO 0.00_ 0.00 2_5 26 Lt X1 X. i -T- -- - 104 0.16 NO L.00 0.00 49 57 L1 X1 X.109 594 0.58 NO ► UO 0.00 2 6 2 9 L3X3X. .875 _^ _ 0.73 NO 0.00 0 00 26 27 L2X2X.t25 105 _ 0.64 NO 0.00 0.00 _- 49 56 L1.5X1.5X.130 __11 --t- __- ----r-------. --- -- 1 0 6 1.05 YES 0.14 0.78 0.93 Lt Xt X.109 40 50 L3X3X.25 t U 16 _0.91 NO 0.00 0.00 - L 2 7 � _2 8 L3X2X.25_ _ 5 7 0.31 NO 0.00 0.00 _ _ _2 7 2 9 L1.5X1.5X.130 1 0 7 0.73 NO _ 0.00_ 0.00 _- so 51 L3X3X.25 - 1(1 -_ -- "-- ----- -- 108 0.37 NO 0.00 0.00 50 �56 L1.5X1.5X.130 \� �1 5 8 _0.89 NO 0.00 0.00 �- - 28_ 3_0 _ L3X2X_.25 1 5 9 0 41 NO 0.00 0.00 --- 2 8 2 9� L1 X1 X 109- 109 0 27 V NO - 0.00 0.00 J-" - 55 0 T--5 5 ---Lt X1 X.109 - •�' Connected elements: �--''�•��' 60 0.66 NO 0.00 0.00 I 29 31 L3X3X.1875 1 10 0.78_ NO 0.00 0.00 50 54 _ L2X2X.125 Connected elements \ _ _ \ +------ I -___1 - �29-�30 L1.5X1.6X_.t30 18 ---- - - --- -- -�� 1 1 2 0.60 NO 0.00 0.00 X51 54 L2X2X.125 18 6 3 0.0_4 NO __ _ _ ______ 0.21 0.68 0.89 L1X1X.109 30 32 L3X2X.25 Loads from connected elements. 8 I oac� from connected elements 6 2 1.02 YES _ _ __e-__ _ - - - -}--- - --- �- Node at To the right Upwards Counterclockwise --- --}------�--' �- t t 3 0.53 _NO 0.00 0.00 5 2 53 L4X3X.375 Node at To the right Upwards Counterclodcwlse � _ _ 0.00 0.00 I 30 3t L1.5Xt.5X.130 -_ ._ __... -- _ --- 64 p 16 NO -� 0.00 0.00 ,-- 31 32 L4X3X.375 1 1 4 0.51 i NO C.00 0.00 53 54 L3X2X.1875 other end Ib Ib Ib-ft other end _ Ib It Ib-ft _ -NO _ _ _ t t 5 0.39 NO 0.00 0.00 54 55 L3X2X.1875 t`' -912 915 576 21 -16228 -5066 -1767 65 0.70 NO L0.00 0.00 I 31 34 L3X3X.1875 __-- _-- ------ 10 485 11347 576 16 1898 7343 -5 ---- --- - ------*----- r---- ---- ---- __ -.-_ _ f 1 1 6 0.40 NO 0.00 0.00 5 5 5 6� L3X2X.1875 8 11883 0 9 912 y 15 1710 6 6 0.08 ��NO T 0.00 0.00 _ I 31 � 33 L1.5X1.5X.130 -_ _. _` __.__�� -----�--- __- _- ---_-__-_------.-- t I bio1�S -: (Zug 02 -379 01C 10899 -8538 62 6 7 1.13 YES 0.31 0.68 0.99 L1 X1 X.109 1 32 33 L3X2X.25 1 1 7 0 59 NO 0.00 0.00 5 6 5 7 L3X_2X.1875 _ 0.90 NO 0.00 0.00 33 I 35 _ L3X2X.25 1 t8 0.60 NO 0.00 0.00 � - I 57 58_ 1.3X2X.187518 2519 21862 68 '--1-------+ 0.00 1 t 9 0.89 NO 0.00 0.00 _-� 58 59 L3X2X.1875 69 0.40N0 0.00 0.00 33 34 _ L1.5X1.5X.t30 _ --__ + - - 0 NO 0.00 1 3 4 3 7 L3X3X.1875 120 0.65 NO 0.00 0.00 `_ 5 9 6 0 L3X2X.1875 _ _f - - .- 1 2 t 0.89 NO -� o I t _0.38_ NO I 0.00 0.00 _ 34 _3_5 _ L1 X1 X.109 _ 0.00 0.00 6 0 61 1 L3X2X.25 72 0.30 NO 0 00 0.00 34 36 L1.5X1.5X.130 1 2 2 0.19 NO 0.00 0.00 6 1 6 2 L 3X2X.25 73 0.91 NO 0.00 0.00.00�- 35 36 L3X2X.25 74 0.75 NO 0.00 I 0.0036 38 L3X2X.25 75 -0.73 NO 0.00 0 00 _ 36 I 37 -- L2X2X.125 76 0.32 _ NO -}_0.00 I 0.00 3 7 40 _L3X3X.1876 77 0.413 NO I 0.000.00 _ - 37 38 L1XIIX.109 _ 78 0.56 NO0.00 0.00 - ^� 37 39 L1.5X1.5X.130 79, 0.77 NO _ 0.00 0.00 38 39 L3X2X.25 8o 0.47 NO 0.00 i 0.00 39 1 41 L3X2X.25 81 0.73 NO 0.00 0.00 I _ 39 ! _40 L2X2X_.1875 82 0.31 j NO 0.0_0 0.00 40 43 L3X3X.1875 83 0.37NO_ 0.00 0.00 40 41 _ L1 X1 X.109 84 0.78 T NO 0.00_ 0.00 _ 40 42L1.SX1.SX.130 85 0.53 NO 0.00 0.00 41y 42 L3X2X.25 86 0.41 NO I 0.00 0.00 _ 42 44 L3X2X.25^ 87 0.91 NO 0.000 00 42 43 L2X2X.25_ 8 8 _ 0.89 NO I 0.00 0.00 -� 43 45 - L4X3X.375 89 0.44NO_0.00 0 00 _ 43 44..-- L1 X1 X.109 _^ 90 0.65 I NO 0.00 0.00 _ 43 48 L2X2X.1875 91 0.59 NO 0.00 i 0.00 - 44 48 L3X2X.25 92 _ 0.57 NO 0.00 0.00 �- - 45 60 L4X3X.375 93 0.46 NO 0.000 00 45 48 L3X2X.1875 94 0.81 NO 0.00I 0 00 45 5 61 L2X2X.3125 _ 95 0.84 110 0.00 0.00 I 45 4 6L3X3X.25 96 0.15110 0.00 0.00--I __ 46 6 0 _ Lt X1 X.109 97 0.04 I 110 1 0.0_00.00 i 46 59 _L1X1X.109 98 `0 46 NO 1 0.00 0.00 1 46 58 5X1 - _L1. .0.1_30 - 99 0.8 t NO 0.00 _ 0.00 467_47_ _ __L3X3X.25 _ Lt 0 0 0.82 NO 0 00^ 0.00 47 49 _ - L3X3X.25 lil ll'95•O4(1X&BU 4t Ill 111 9.5-04109&NUI'95.0406 Iit1P 95•IWIIX lK IiIIP 95•(lalNt 1)"I'95-040s&SI)FI I t r 8122 SW hlJkllAA1 kO-(14U6 Pae F12 WEB STEEL SALES, INC. 1/30/95 8122 SW nuRIIAM RD 41 of'62 A ! .-t►al� Page F11 WEB ..TEFL SALES, INC. 1/30/95 8122 sw[)URIInM Rn 9 X122 SW DI IRIIAM RI) 43 01:62 f. 44 01:62 A 42 OF 62 FRAME DIAGRAM -- WIND FRAME DIAGRAM WIND FRAME DIAGRAM--DL+SL FRAME DIAGRAM--DL+SL INPUT: 70 MPH WIND, EXPOSURE 'C', 6' FRAME SPACING , 1991 UBC INPUT: 70 MPH WIND, EXPOSURE 'C', 16' FRAME SPACING TOTAL DOWNWARD LOAD - 30 PSF, 16' FRAME SPACING TOTAL DOWNWARD LOAD - 30 PSF, 16' FRAME SPACING PAGE W_F _ OUTPUT REFUCTS WIND LOAD VALUES F"3 1991 UBC PAGE FI-02PAGE FL _FRAME MAC file *M40.16(16)WIND; Last modified at 12:16:07 PM on Mon, Aug 3G, 1993 PAGE W. - FPAME MAC file: *Ma0 16(16)DI.+SL; Last modified at 3:12:25 PM on Tue, Jul 13, 1993 FRAME MHC file: *M40.16(16)DL+SL; Last modified at 3:1?:29 PM on Tue, Jul 13, 1993 Abo.e each lo:u are the magnitudes In Ib, Ib/tt, and Ib-ft. Node number: 32 Location: X• 23.56, Y • 23.21 ft. h FRAME MAC file: M40.1 6(16)WIND; Last modified at 3:14:75 PM on Tue, Ju+ 13, 1993 Node number: 33. Location: X - 23.56. Y 25.27 ft. NoNext to each support are reactiais in Ib and Ib-ft. Node number: 9. Location: X - 4.10, Y - 18.34 ft Node iL unrestrained. No0e is unrestrained. Positive reactions and deformations are to the right, upwards, and counter..clockwise. Node is unrestrained. No loads -urrentty applied on this node. No loads currently applied on this node. No loads currently applied on this node. 33 10 31 34 i • \ // ` Connected dements 30 35 aX- �-•�'�t-3 ,F����3 Connected elements:Connected elements: 31 34 34 19 - - is y 36 - -7 \t8 X- li 7. 37 39 39 oad~ from connected elements 32 Loa,. from connected elements- FX- FX- _ � is 2 40 'Y - 8 Node at To the nght UPwa,ds Counterclockwise Node at o the nght Upwards Counterclockwnse FY.- 2 47_ 43 -1 14 Loads f-om connected elements: other end Ib Ib Ib ft other end Ib Ib Ib-ft FX-' 1 8 45 149 Nodi at To the nglrt Upwards Counterclockwise ---- 33 28 6998 102 41 ,f? q ocher end Ib Ib -434 1 16806 3463 160 --� 32 -28 -6998 160 35 13963 -3457 0 a.1 19 533 1025 4 4 34 1E778 3535 0 30 13927 3425 .97 F 4 1 4 - 6 1 123 12985 0 172 -11519 430 31 67 -38 -5 �I l�lK = I?�83Z 18 � 18 582 -437 0 34 -131 -79 0 FIL 14 1 �� 413 6( 77, 2 889gF =,56, RfY- -47$f>� 12 Rn'-r2S3 31) `vU MPS , �xP '6' , 2q it >✓1�T EfavF� , I� ' ►�-IAx T�IB•� Y�At I Ht IP 95-0408&lit Ip 95.0406 BUP 95-0408&11 IP o4ti6 III IP 9!-040X to 11111'95-o4oR&11111195-0406 8122 SW DI IRI IAM RD 8122 S� D1 IRI IA&1 RD 8122 RW I,Ilk1I,1C,1 III I 95-04116 X122 SW UI IRI IAM RD 41 OF 62 4901:62 RD6 47 UI' 1: F\46 OF 62 A 1f this notice ;tppe II•s cle;irvv flimi the JUN 0 1 20300 cement, the document is of 111,11- instl quality.,1 k, q tI11Cl'(11111i1�'tl I fi ! 1 I ! I Illli � II Mil I! i f11 T l 1 t I 1 = ti, l ! I I I !! 1 'i Ii. ; i I i�i i ilijl� li!illliill ii!' ! I ;1111 I(�j!liiij ! iili! ili ll I'! I ' ! 11 ' lli . + ll T�( Il �tt I .� j 1 ; 11 iltj' ; i� i 11 �'li i { � `-�t -- ii . ;i� � � t li "CF. MWE iM ci+im __ _ LCA _ . !. '-i- 3i II I 1111 Ilt til it nl 111 Ii lilt; itt 1 II Iii 1{I i j 1 illi.. 111111 1;...1 . 11111 ilii.. , ' I,., n'.lnll..nit...11 I• h!!1 I,IIhi ;lint tell ut tt t n i 1t . IIIIIIIII�IIIIroll.llllllll,�llli,lll I!I ,,Itll!!. .1111,,,1) Itll.,!!I li4l.. ..illi (illi .. . i! ,. I I .�Illf.!! Ilia ' iltl! lilt. tt11tf111iilli ul. 111 . , 11 f 1 I 1;Ili. , ,tt ,. t .t t�,...tt, "'! tli. t . , .ttl tt (1t,tl,ttlll{tslttlt! ► . . .. .. •, - ,rs;,.14 }','N.'ilk.f �f;4tnM s, a%v"}lf r;.4F },, 't 3 .hl,rjl!li'F' .,-i.q .o't nr,� ., ,.,..: 1-.F1nT,•nF:... , L.,Fh�1431fGlti�'R2v pd',;: i la ".1r'4 .i r..... _ , . FRAME DIAGRAM -- WIND 40.'.6(16) ROOF X-BRACE ANALYSIS FRAME DIAGRAM -- WIND FRAM DIAGRAM -- WIND INPUT: 70 MPH WIND, EXPOSURE 'C', 16' FRAME SPACING INPUT: 70 MPH, 'C' EXPOSURE, 14' BAY INPUT 70 MPH WIND, EXPOSURE 'C', 16' FRAME SPACING INPLiT: 70 MPH WIND, EXPOSURE 'C', 16' FRAM SPACING OUTPUT REFLECTS WIND LOAD VALL,--S PER 1991 UBC OUTPUT: 80 MPH, EXP '13% 14' SPACING, (2) BAYS OF BRACING OUTPUT REFLECTS WIND LOAD VALUES r'ER 1991 UBC OUTPUT REFLECTS WIND LOAD VALUES PER 1991 UBC PAGE W� PAGE yy� PAGE W� END COLUMN SPA NG 14-12-14 FRAME MAC file: *M40.16(16)WIND; Last moiified at 3:14:25 PM on Tare, Jul 13, 1993 FRAME MAC file: *M40.16(16)WIPD; Last modified at 3:14:25 PM on Tue, Jul 13, 1993 FRAME MAC file: *M4 anon: ). 23. Last modified at 3:14:25 PM on Tue, Jul 13, 1993 PAGE Node number. 19. LuuAt,un. X = 6.10, Y = 18.84 ft. Node number: 33 L ocat:on: X - 23.66, Y• 25.27 tt. Node number: rai Location X - 23.66, Y = 23.21 ft. FRAME MAC file: 40.16(14) ROOF; Last modified at 12:00:52 PM on Mun, Jan 30, 1995 Node is unrestrained. Displayed o1� each element is: Max. tension in units of Ib. Node is unrestrained. Node is unrestrained. Above each load are the magnitudes in Ib, Ib/ft, and Ib-ft. No loads currently applied on this node. No loads currently applied on this node No loads currently applied on this node. Next to each support are reactions in Ib and Ib-ft. Positive reactions and deformations are to the right, upwards, and counter-clockwise. 33 16 10 31 34 �'•-- Connected elements: Connected elements �/'�� Connected elements �-�� y 31 34 30 35 FX=23-10 Loads from conne,-ted elements. 18 _ ds uafraNode at To the right upwards Counterdodcwise 0 u connected elements: 32 Loads from connected elements: 4 Node at To the right Upwards Counterclockwise Node at To the right Upwards Counterclockw se -- • other end Ib Ib lb-ft othe' end Ib Ib Ib-ft — other�� Ib Ib lb�t_ 21 13262 3992 1266 31 -6792 -1375 47 33 9 -2826 -65 16 1147 3933 128 32 9 2826 47 35 6118 1516 O 9 533 1029 -1357 34 6801 1451 0 3 4419 6 1 bo145 � r,�•`30 l 311 -363 3 640 -3 e 3 3 10 -`10688 8361 -37 34 1050 597 0 18 -1959 -173'5 0 0 15 U ! Ex= 037 I RfX= -16Q7 RfY= -11114 1 RfY- 1114 2 — 493 BI II'9S4)4()R&III'P 9544W) 13th 9SdWJX&I1111'954406 11111'934)40X&III IP 95.040(1 X122 SW 1)(lRIIAkt RI) 9122 SW DURHAM RI) 11111' IiIIP 9S-(1J(16 9122 SW DURI IAM RI) 52 OP 62 p� 53 ol:nA2 NS-0�()X& X122 SW[)URI IAM RI) 51 OF 62 A 30 01:62 A 40.16(14) SIDEWALL. X-BRACE ANALYSISENDWALL X-BRACE ANALYSIS INTERIOR PARTITION WALL X-BRACE ANAIYSIS , 14' BAY INPUT : WIND: 70 MPH, 'C' EXPOSURE, 16' BAY INPUT : WIND: 70 MPH, 'C' EXPOSURF, 16' BAY INPUT: 80 MPH, 'B' EXPOSURE 'B' OUTPUT: 80 MPH, EXP 'B' OUTPUT: 80 MPH, EXP OUTPUT: (2) BAYS OF BF,, 14' 2PAGE W _ PAGE W_� W12-AY FRAME MAC file: 40.16(14) SIDEWALL; Last modified at 12:05:57 PM on Mon, Jan 30, 1995 FRAME MAC file: 40.1606) ENDWALL; Last modifiF-d at 8:42:21 AM on Wed, Sep 22, 1993 FRAME MAC file: 40.16(16) ENDWALL; Last modified at 8:42:"2.1 AM on Wed, Sep 22, 1993 Displayed on each element is: Max. tension in units of ib. Displayed on each element is: Max. tension in units of Ib. Displayed on each element is: Max, tension in units of Ib. Above Paco load are the magnitudes }n lb, Ib/ft, and lb. Above each load are the magnitudes in Ib, Ib!ft, and Ib-ft. Above each load are the magnitudes in Ib, Ib/ft, and Ib-ft. Next/ to each support are reactions s If: and Ib-ft. Next to each support are reactions in Ib and Ib-ft. Next to each support are reactions in Ib and to-ft. Next each support and deformations are to the right, upwards, and counter-clockwise. Positive reactions and deformations are to the right, upwards, and count er-clocl,'wise. Positive reactions and deformations are to the right, upwaras, and counter-clockwise. FdX--25 FdX-19 FdX--25 FdX=19 FdY--99 FdY--77 FdY--99 FdY--77 FX=2612 FdX--25 FdX=19 FdX=-25 FdX-19 - FdY--99 7 • tj 9 FdY=-77 FdY=-99 7 Q • FdY--77 _80-- ---n, ii:}!ii} .1,•!!?:j!ii},::.:};•..,% I}?}'}%ii}?{}l{'%=° ''I i s I= I i :�1fi1}s}}ti'li`iiii?E`:Ei' ;:}1}!l};};s!},s Y}}i1,},i; . b {Qlrii :i1i 6 !'}?1?.''','���' � !iflltt:_• = s. • • },i !,s!`1,`1,11! ,;;} 1,}} • • !} ::i=i=:%?}i!i'!}_' .;.•.l,s{iii#} }}l1'I :1111}tl, = jll : ili{• !_}1.11}� {.}I �,i1 313•?� =57 ' -91 .._ ? 57 91 lS1•ti}: }}lll l 1 y8 11!•' 51 7 1!)/o }:!!!}• 41 24 ?{•iii} }:; '?•i}!ii 1!1'`il� j l SII �oo!ij;44{1'=. Rom - ' RiX� 0 RfX -g1 RRiY- 4 RRfY= 1 a 1 RfYz 82517 2 RfY- -3841 s RtT 1 941 4 RfX= -1606 RfX:- ( Ro �b' 1 RfY- -1 5fX 8 RfY 1920 RfY= -1836 1 RfY- 183 2 Vvr/ (2 � i f�iK - PA IJ Fit. �r 4 r:i^J G ! �� rJ Ai 4"0. c. �l.-o o w►�.l �• II T = ZC-7 4 , 2 0S C I a-A PSo FQ WA ND22- '1`= 2-L-7 p I� Q �r� - 2 13 G� Uri✓ CSlb 57AP. 2i36� - SFS�CIcx 95-1)406 111111 9s-0408& IlI1P fil tl'95-IM08&111 IP 95 04(16 Hl II'95-0408&IIUP 95-0406 811.2 SW btlRllAM RU 8122 SW t)IIRIIAM Ili) R122 SW DIIRI IAM RI) 56(11'62 >A 5401:62/n OF 62 Y1 iql Y� 7 Wlr'+(Fe'l�wckv�rgs,Y+lnwtw,r,., ,�jt T ...;. : :• If this nat,ce appears Clearer 111,111 file JUN 0-2 2000 decunleilt, the docirttient is of nlal•gil"I yu;ilil�. 1111crotilliwd ' ., I�I�I�I �III 'llij! ; !iljlf I i I�i�l�l�l;l�l 1 I�11! I!�!Ii;II!tlji�l�i�llij !' � II !ilj1�!� I( ,I�iji;i ! illj�ll�ilij!li}ijiliji(I�' , I Ij j!! �Ijf !III . Illi{jfjl�i ! i '! !� ! I !•l INCH MAntr iM CHINA 41 17 is Is _ - i , I t! r I ! i -- OF !i ' .. I.. i i .. I ,... i, . I,.,,i ,l�i,�I i1 nul, n,l , n1 h{ iln1, n,l,!, nil„ In , ,• "-:; i � I I ,iil `1`1111! �!!!i!!Illj!ii! (11!1!!!1 !!!i{!?!!!I!!! !II! II!llllfilllll !) ! I!!! III li 11lN!l�!!!jlll!�1l111!!lllfiiir}I!II;!!!I!ll!!!!!!IIl1!!!!!! i!! ! ' iJl,,,,.,{1!11,,,,1,111. {� `11,.1.,111,,,, ,Il{,,, •,{Illi{{i.1l,! . IIII!IIII�IIIIl1111,11111,11-��l.,,,IIIIhI,:,,, .l „_ 1 �.. - lll, Il !liiiiir,illi,l�f}I!„ ,..11 ,: -------�I-''yo Y GARD TYP. BUILDING INFORMATION Appl'ODESIGN ROOF SNOW LOAD: 25 PSF Condit ed- ..+,v as c s�.. DESIGN WIND SPEED: 80 MPH, EXPOSURE 'B' - Gond;tionall A}.1})roved.• ......... .. . .. . h,d in: DESIGN SOIL BEARING PRESSURE: 1 500 PSF I=or only 11►c: � 120'-0- (SIUEWALL) I'f_ftP`4tT NO_ ROOF FURL-INS: 16 ga 6 X 1 5/8" STEEL 'C' C� 24" O.C. _ 1A. 14' 0" 14'-0" 16'-0" - WALL GIRTS: 2 X 6 #2 h 24" O.C. � 1 6'-0" 1 6'-0" Sae Letter to: Fc110,v, .. I _ 16'-0" 1 4'-0 -�- I 2 A �COL'S 1 AltactI IL CNERAL N TE t r Job Address.._ 1. CONTRACTOR/OWNER TO VERIFY AND CONFIRM ALL CONDITIONS AND I i / \ S AND 1:T 1I t' `�/ ��� DIMENSIONS AND NOTIFY ENGINEER REGARDING DISCREPENCIES PRIOR TO �.r�'� F) r 20 I F 21' (' CHANNEL 2`) �y FRAME + ;ay. '1J- --_. __.__ START OF WORK. 1 S i1 FRAME r 17 CHANNEL �I 19� ��IANNE� FRAM 2. DRAWING SCALES INDICATED ON CLANS ARE APPROXIMATE AND INTENDED --- ` - 1 TO BE USED FOR REFERENCE ONLY DO NOT SCALE DRAWINGS FOR CONSTRUCTION • L�F • �`-�r ---- WALI GIRT ( —� ""PURPOSES. /�� 9 COL'S @ ,,' X-BRACE STEEL RAFTER CHANNEL 3. CONCRETE STRENGTH 2500 psi @ 28 DAYS �� 5, 7, 9, FIREWALL `� ,/ X-BRACE I �� I - (1 ) LIR FIRE WALL 16 •L4X4 W/ (2)810 SCREWS 4 REINFC RCING STEEL SHALL CONFORM TO ASTM A-61 5, GRADE 60 FOR � I S 3 11, 16, i I PER SHEEP F1 1NTC RAF-ER OND GIRT / A� #4 BARS AND LARGER, GRADE 40 FOR #3 BARS WELDED WIRE MESH SHALL `1 i �� 1 E. 20 � `� / ", CONFORM TO ASTM A-185 (70 ksi MIN YIELD STRENGTH). MIN 30 DIAM LAPS, TYP +e' AND 22 /� 2 1/2" FROM Cl_ A-B'S -y 2 1/L" FROM C� i..F. (�R_r TO RAFTER DETAIL _ 2 1/2" FROM L i.E s TO CL CFWNNF.1 5 STP'ICTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: I TO G.CHANNEL � (1 ) HR FIRE WALL � �� r- I r' i� � F1 I WIDE FLANGE AND CHANNEL SHAPES ASTM A-36 1 ry NOTE. GSE �')BRACE AS SHOWN AT ALL 14 I PER SHEET F1 � I /I � I .l ^ .. ANGLE SHAPES ASTM A-36 (WITH MIN YIELD STRENGTH OF 42 ksi) ) \r218� 23 • f- ~— P �� » `-�) GTR' BRAE 15E (2)BRACES (ONE EA -• T I DETAfI E 51DE) A'A.. PURLIN BRACES. TUBE (TS) SHAPES ASTM A-500. GRADE 'B', (Fy MIN 46 ksI) �� 6 ALL WELDING SHALL BE PERFORMED WITH E70-XX ELECTRODES BY CERT WELDERS TYP DE" I___._. __ ZA RRM '"- FIREWk.L.L -----' (2) +r 10 ' 1 Or FIRE TYP ----- NAND• P 2 X 6 NTERIOR ----� � SCREWS 7. BOLTS SHALL CONFORM TO THE FOLLOWING STANDARDS. 3 -�- (PEE SHE£T HCI )- C O ' F 1 WALI @ IN7 WALL PARTi110N WALL I GDL'S 2 \ /• ANCHOR BOLTS. ASTM A-307 BUILDING FRAME BOLTS ASTM A-307 � � NUMO.AND LO.ATION. TYP (3) LOCATIONS. I 1 \\° L 1 x 1 X .109 -- • INS?ALL HARDENED WASHERS WHEREVER HOLE SIZE EO(CEEDS THE BOLT I I FOUNDATION I 3 3, 13, 14 "—' - SIZE WASHER TO COVER ENTIRE HOLE. .- r 1 P� OWNER __� I 3 I S 2 AND 23-28 BRACE \ DIAMETER PLUS 1 16" INCH p EXPAND SLAB FOP. _ SQUARE X 14' _L.-----J r L I PURLIN--- 'zTEEL ` PURLIN 8. GRADE BEAMS, PIERS, AND SPREAD FOOTINGS SHALL BE POURED ONTO I 26 • ' ; . • _ -.�� » �3 1 3 I FOOTING WTi'H (4) :•� BARS EA; WAY. TRUSS 'FIRM AND NATURAL SOIL WHICH IS FREE FROM ANY MATERIAL THAT WILL C •j PROVIDE 3" MN C`rAR FROM BOTTOM - /'- 25 • 24 `i 30 - 600 c SURE REFERENCED ABOVE �' • r I ADVERSELY AFFECT THE ,OIL DESIGN BEARING PRESSURE I OF FTG. CW-ER FOOTING ON COLUMNS 9 .UMBER SHALL BE DOUGLAS FIR-LARCH (NORTH) OF GRADE AND SIZE AS __ 2A �� // ROOF X-BRA.]NG I I EXTEND AREA SLAE WIRE MESH 6" AN ` '� ROOF X-BRACING - SPECIFIED IN ABOVE NOTES AND ON PLANS S2 - I ` � / �� r M T + C TABLES 2S 1 7-L AND :d { Ih 10 FOOTING.(TYF COL',, _� 2s) \ ` X-BkACE ! /-- X-BRACE f��X-3RACE �,.--- X-BRACE 'T-" t�4• Q 10 WOOD SCREW LOAD FALUES CONFORM 0 L B I X-BRACE Lt X t X .109 801T PREDRELL HOLES• IF NECESSARY, TO PREVENT SPLITTING OF WOOD O / TYP la 11. ALL C- OR Z- GIRTS OR PURLINS SHALL BE MIN 50000 PSI FOR 16 GA. AI.0 THICKER Q I 1 SLAB ,�/ \, I 8, 10, 17, �� I MATERIAL. 33000 PSI FOR 18 GA AND THINNER MATERIAL FLANGES ('F C AND [ - r �\ o I r O 19 AND 21 TYP. PURLIN BRACE DETAIL MEMBERS SHALL BE AT LEAST 1 5/8" AND HAVE A MIN 5/8" STIFFENER LIP SCREW I �-,/ Fly- 11 10 a NC 5(/LLE —.—.-- — 6 FASTENERS SHALL HAVE A MIN. TENSILE STRENGTH OF 120.000 PSI ALL MEMBER•TO-• 12 •�--"-"1'-' --'-��--•--'-�._`-- TY_ - -- - --•--r'tr - -,-- T MEMBER CONNECTIONS SHALL HAVE MIN. , ) #10 SCREWS, UNLESS NOTED OTHERWISE _- -- 'C] ` � c g7 @COL'S 4 �) •I SCREWS '— L SHALL BE MIN 30 G4. ( o SIDING AND ROOFING IF USED, r o �- �i4 z Liz• air ,,o ON DRAWING, SHEET METAL_ S D (' I ` `• X 6 t- 4�X 3� 7r 4 rX 3� 3 X 6 4 X 3 14rX 14r �S 1 AND 12 - -� MATERIAL. SEE MANUFACTURER'S LITERATURE FCR ALLOWABLE SPAN INFO. AND 14 X 14 E' SHEAR PANEL 4 X 3 � c4' EXT. EAVES ••- 14 X 14 DOORS WINDOW OVERHEAD WINDOW DOORS WINDOW ONLY WINDOW OOETFEAD TYP (2) F. C5 THIS NAI. ON_, CNERH'rAU (TEMP- (TEMPEREC tie I ATTACHMENT TO ALL SUPPORTING MEMBERS IMANUFA,.TURER !S RESPONSIBLE FOR (TEMPERED (TEMPEREi �� INSURING THAT PANEL AND ATTACHMENT WILL. SUPPORT �l HF ABOVE LISTED LOADS). DOOR (PFR SH^,_i 2) GLAZING) GLAZING) DOOM GLAZING) GLAZING) 3/16 PATE �- + I CUSTOMER ACCEPTS ALL RESPOPSIBILITY AND LIABIL11-Y FOR ANY SIDING OR ROOFING STEEL FRAME 0e 3- 0 ' MATERIAL USED THAT IS NOT PROVIDED BY WEB STEEL BUILDINGS IN 1 FOUNDATION PLAN ENGINEERED FILL: -� T OWNER'S EXPENSE AND 1) OWNER SHALL- PROVIDE THE L1TY OF TK;ARD W/ F. SOUS NVE_cTIGATION REPO'rtT. �( '� COLUMN I G t d 12 SPECIAL INSPECTIONS SHALL BE PERFORMED A NOTES: r F IP t 4 ♦ � ACCORDANCE WITH U B C. SEC. 306 FOR THE FOLLOWING ITEMS 2 '� �I- COLUMN REFERENCE NUMBER NO SCALE 2) FILL USED FOR TH. SUPPORT OF THE STRU:.'TUP,E SHALL BE AS rZEQ'D BY THE CITY OF �.G t L��• s Ai STRUCTURAL WELDING IF WELDING IS o 1 ) FUTURE LOST FLOOR LOAD TIGARD S ANDARDS. AND MIST HAV"r A MINIMIAM OF 1500 PSI BEARING PRESSURE PERFORMED 0.T WEB STEEL BUILDINGS 125 PSF (LIGHT STORAGE] TYP. GIRT/PURL IN CLIP DETAIL MANUFACTURING FACILITY IN SANDY, OREGON. BY "AWS" CERTIFIED WELDERS, 10 PSF (DEAD LOAD) JAJF..n�Nl ASK4 ENGINEERING, INC. RECOMMENDS REMOVAL OF REQUIREMENT FOP SPECIAL 2) COLUMNS AND GLE'S ARE DESIGNEr FOR MAXIMUM TRUBLJTARY WIDTH GENERA _ NOTES: I) PROVIDE A 2A TO BC FIRE EXTINGU6HER IN SASH TENANT SPACE IN A CONSPICUOUS OAI Nt•SCALE ; INSPECTION OF IN-SHOP STRUCTURAL WELDING BUILDING DEPARTMENT SHALL LOADING OF 16'-0'. (30' TX'S MAY NOT BE USED) LOCATION W/ A SIGN PLACED ABOVE EACH (NFDA 10,TABLE 3-21) �'�Y 30 � 1 �p �y 'S MAKE FINAL DETERMINATION (NOTE NO FIELD WELDING 15 REQUIRED FOk 3) FUTURE LOFT BEAMS MAY NOT BE ATTACHED TO FRANCS, COLUMNS OR GLB'S 1. 'r 4) ADDITIONAL FUTURE LOFT COLUM'!S, BEAMS, FRAMING, FOOTINGS AND 2) THE 1JILDING OWNER lS RESPONSIBLE. FOE. FELE FOLOWING INSPECTIONS. FTN AIL. LYS ASSEMBLY OF BUILDING.) AI FIELD WELDING (IF REQ'D) FIH M 1 !O 13. ANY ADDITIONAL INSPECTIONS REQUIRED BY BUILDING DEPARTMENT SHALL BE DrTAILS TO BE DES.;NED Bl OTHERS AT OWNER'S EXPENSE S) ADDITIONAL INTERIOP WALLS, CEILINGS, S'S AIRS OR OTHER FRAMING BY OTHEF"_ Q REV. 9-6-95 B) REINFORCE!) CONCRETE C) COMPACTIDN REPORTS FOR ENGINEERED FILL WEB STEEL SALES, INC. CA 'TILE ##2 BUILDING, Engineering, �B BY LC - ASK4 En ineenn Inc. B 9- 1 -95 ���= ==1 SALES, 1 -� � - 1-1c.. E,Y LC 37396 RUBEN LANE, BOX 9 �-'--""-' 39084 Proctor Blvd. Suite 'C DATE ^B �___ SA_ INC' CASTILE #2 3UILDING ASK4 Enoinee, ing, 9-1 --95 SANDY, OR 97055-9377 r Sandy, Ok 97055 TEE _ 3739: r-1?_N' -ANI_, ECY 9 39D84 Pro-.tor Blvd. Sure G� �= � )GARD, OREGON JGB N0._ 8522-1 39 1^ _�� 7 503 668-6550 SAND`', DR 97055•::`% Sandy, OR 97055 TEE •1 D5 ND. 9522-139 (503) 668-2767 ( BUILDINGS TIGARD . OREGON AD vIS10NOF WEB STEEL SAES, INC ,5. (5031 b66-E55'J :;JI:.DINCS _ IIUI'95.0408&til IP 95.040(, IIUp93-0408&HUP�►5.1)41k. A,Dlvsl�.,,' w=E- 9 81221 SW DURIIAM RD 8122 SW hl IRI IAM ItU — - 20'-0" 'SIDEWAL-' ) ' 6' -J" 14 ION i A�, 4 =L'S 7 ROO- PURLINS (PER SHEET N1) EDGE STRAP PER DETAIL 2/2 NC)TE: SEE GENERAL NOTES (SHEET N1) 1 t I S 1 AW 15 FOR ROOF AND WALL PANEL INFO. TYP (4) PLACES 15 C =RAMS .—. 17)Q 2121-;ANNE: l 8 4 =RAME 91 C PANNE. 20 FRAME ;?;) C a—iANNEL C =RAME rol'S z TYP _A ,/ ---- i 5, 7, 9, - X-BRA :E I v-BRACE I '� 1 F 1 FIREWALL `� ,� I I � (1 ) HR FIRE WALL O 18, 201. 6. J\ \%\ i PER SHEET F1 - f: / ANC :2 - _ --�' ' 2 '/2" rRCM^.. -8 '/2" FROM C A.Q.'S -�" 2 l i2" FROM CL A B.'S ! (1 ) HR FIRE WALL r_ TO',CHANNEL - TO C`01ANNEL - I - TO C_CHANNEL 3 1 a PER SHEET F1 / 1 + v I r , ; 1 I� � F 1 7YP. RAKE -Yp �^ �" I i I DE,AIL 4 1 1 ' I , 3 i 1 OF FIRE TYP �� ^lANDI^.AP RRM ' -�- r FIREWALL I - P_Z SH HC-,O I F 1 WALL 'P INT. NAL:.. �- — ( c. cam-- ) I 2 X 6 IN7ERkOP � I TYP. FOUNDATpN .-__ r---. 1 7 j NUMBER AND LOCATIONS PARTITION WALL T ( @COL'S .'_, `� I ✓ I PER OWNER TYP (3) LOCATIONS. I I 3 3. 13, 14 O I EXPAND SLAB FOR 2'-6- SQUARE.X 10" _ ..,-.,-----1 I 1_ r___L_ 3 $2 .I 1 3 I FOOTING WITH (2) #3 BARS EA. WAY, `tiT -- I I I I _-i ND 23-28 . I PROVIDE 3" MN CLEAR FROM BOTTOM - "'o ter'' i 24 �" r OF FTG. CENTER FOOTING ON COLUMNS. ' I 4' E(TTND AREA SLAB WIRE MESH 6" MIN. -' � ,�-- ROOF X-BRACING -� 2 A r //� ROOF X-BRACING SHEAR PANEL --�! I I WALL. GIRTS HOEDOWN, TYP. (PER SHEET N1 ) EDC q Joao —` (FLUSH TRACK. TO OUTSIDE EDGE OF BLDG INTO FOOTING.(TYP (* ,,ML'S 7-3-28) ABOVE 5 1 `� ABCr/E a 1 ENCLOSE EDGE PURLIN WITH Rs TRACK. X-BRACE r X-BRACE X-BRACE FIM �- 'Y,-BRAG= I ' �.--- X-BRACE (4) PLACES PER S4 SHEAR PANEL-YP �� COL'$ 6, // \\ I i DETAIL 2/C1 1 5" _ WHERE NO SHEAR PANEL OCCURS) SLAB I 8. 1 0. 17. \\ i 1 ATTACH PLYWOOD TO TRACK WITH#10 �..� .^ --� _ SCREWS 8" O.C.ATTACH TRACK TO EDGE 12 I �'� EDGE ) 10; C; 8 ( 7 19 AND ?1 6 \ U -1 SHADED AREAS INDICATE PURLIN WITH 010 SCREWS 12" O.C. IN �i •---- ----- _.-._.�----= --n------------ I --•—YT— ----- � ----^ � \�— _..---- -- • Ari EXTENT OF PLYWOOD EDGE PURLIN -- TOP'AND BOTTOM FLANGE. —__' __ SHEAR WALLS, TYP. CS16 CONTINUOUJ STRAP -� �N\ DBL. 2 X BLOCKING --�` 1 a X 'a — 6' SHEAR PANEL --4 X 3, 3 X 6 �4 X 3 a Y• 3. 3 _)• 6 4�X 3� @ (2) LOCATIONS. DBL GIRT ABOVE r WINDOW DOORS 24" EXT. EAVES 14�X 14 WINDOW DOORS WINDOW \-140X 14 S1 AND 12 4 AND (12) 8d NAIRLS IN (DOOR JAMB OVERHEAD TYP (2, PLCS. WINDOW DOOR/WINDOW L100R (PER ;HEFT 2) (TEMPERED (TEMPERED THIS WAIL ONLY. OVERHEAD (TEMPERED (TEMPERED OVERHEAD GLA73NG) GLAZING) DOORS GLAZING) GLAZING) DOOR ,�.AR WALL NOTES: -- NAIL AT 3"O.C. IN BETWEEN. STRAP 1) USE 3,18-1 PLYWOOD CONFORMING TO ASTM STD. ?5-9. TRIM 1/2" MAX. IS NAILED TO OUTSIDE OF PLYWOOD. ------- -- 1 1 ENGINEERED FILL: OFF Or OUTSIDE FACE OF GIRTS TO RECESS PLYWOOD @ SHf\DED AREA. SEE ELEV. 1;'z FOR NUMBER OF STRAPS. NOTES: ,[�,, FOUNDATION PLAN ENGINEERED DOOR WINDOW OPENING 12" MIN. t ) OWNER SHALL PROVIDE THE CIT)' OF'TIGARD Wi A S^'l5 INVESTIGATION RE°ORT. 2 AT SHADED AREAS, )NST F.LI. 6d NAILS @ 4" O.C. @ BLOCKED PANEL_ EDGES, ) NOTE:PLYWOOD NOT SHOWN 1 ) �� "- COLUMN REFERENCE NUMBER NO SCALE 2) FILL USED FOR THE SUPPORT OF THE STRUCTURE Si; �.. BE:1S REQ'D BY TFti ' '*1 OF 1 2" O.C. ELSEWHERE. NAILS TYPE TO BE 'COMMON' OR GALVANIZED 'DOX'. -- cplt CLARITY. 2) Z\ J TIGARD STANDARDS, AND MUST HAVE A MINIMUM JF 1 500 PSI BEARING PRESSURE - ti�i�Q P AO�� 3) HOLDOWN STRAPS TO BE INSTALLED ON EXTERIOR SIDE OF WALL. 4x DOOR IAMB— �Q a) `�-- -- 2` REV. '2-19.95 , I SEE DETAIL 2/C1 FOR ADDITIONAL HOLDOWN INFCAAATION. ` �, GENERAL NOTES: 414 4#4 0 N89r i) ADDITIONAL INTERIOR WALLS• CEILINGS, ST AIRS OR CTHER FRAMING BY OTHERS REMOVE LOFT 1) PROVIDE A ZA TO BC FIRE EXTINGUISHER IN EASH TENANT SPACE IN A CONSPICUOU3 r� SHS? S7 NOT USED LOCATION W/ A SIGN PLACED ABr`VE EACH (NFDA 10, TABLE 3.211 c SHEAR PANEL EDGE STRAPPING �d �.�-- _ _ REV DET '/3 AND 1/a 2) THE BUILDING OWNER 15 RESPONSIBLE FOR THE FOLOWIHG INSPECTIONS INSULATION: _ r _ TENANT IMPROVEMENTS: 1 REV 9-6-95 )) EINFORCEDFIELD DCONING (CRETE �,�Viz' I IF REQ'D) � SIDEWAI_L EXTERIOR ELEVATE_,_, 1 N.T.S. / ���0 4\ - C) 00MPACTION RFJ30RTS FOR ENGINEERED FILL ) ` WALLS = R- 11 SEE TENANT IMPROVEMENT DRAWINGS BY NICOLI CEILiNG R•30 ENGINEERING FOR THICKENED SLAB INFORMATION -- ..- (SEE SHEET TI-3) ------- - - �'- - INC. k=B �.� - EB ''' L -._______ WEB STEEL SALES, INC. CASTILE: #2 BUILDING ASK4 Engineering, Inc. BY LC CASTILE #2 BUILDING LDI N ASK �ngln-_, ny, - - , _a 5 RUBEN " 39064 r -- _., 37356 LANE, BOX 9 Procto Blvd. Suite 'C' 9- 1 -95 r ? :� -zz.N -,I\':, ...); ? �-...""_"_`7 ?9C3� �' 31v:. SL::,e D,4 _ 9- _ DATE 3�,N— DR V:_ Et �� I .y - _.� T 1 A R D_ ORE GAN. p p v SANDY, OR 97055-9.377 Sandy, OR 97055 TE JOB N0. 9522-1 39 _ , _. . TIGARD . O R E OREGON N Sa nv, , D R 9 _ - -____•___ 1• l 5 G 66 8-3 2 67 (- ) �� _ _ _ ) 503 668-6550 BU LDINC:_ -- nl n + it II ( I WEB STEE, r SHT 2 OF — rJ'- ' � Ing�HI II")� tt IIF• ADV 151DN Or S INC ftUP 95-04()8 Br[it III 95-0406 D '. ""'" `'`r'p ` `'�--- N _ tom_ 8122 SW t)l IRIIAM Rh ..r..___._ _ _•.. _ _. _ _ �� ,, �,�� I N IR11AM11 Itl► t(►t'62 If fill : notice :Ippe,tcti de.Ircr 111;111 the !UN 0 2 2000 document, the doc11nlcnl k of n1.11.0nsll W"lit. • i111C1'l)IlIllllll ` 1i!O( IILLiI I ' I I I Iil ' lll i ' I I``I ( I' liiI I IIIl1lIIIIII I III I i : 1! 111,111 r I I;•.1 LL,.�,n.•.I itis; 1' 1 I' 1 Jill i�i I 'ijillji ; I lillllill�ill;16ITiTiWjilli ;;�lill;ll•! ' li l I I l l I 1 _ a INCH MADE IN C14 INA VL r ! �• --T - --�- 1 -T- cif'—if —it- 1T t� M —iT- Fi w I � a- -9 T �I i tT- T11 11 ! III )III Illi liilll Till (1111 ,nn.l 1111, 1 'rll 1 i IIIi Ir 1.1 1 ,. i,ll Inn i' Til f t Illi 1 Ilil11 111 !r rr !! i i tt•tnlln nrlrt ! utl t nt;llurinr nrlu nt rt 1 l rt It. ( 11{1111{I�Il,tll,l{,!,r{11ILIIl ,III I1imiilll�l,. ..,IL,„! til. , ,lII,,,..,,li.., .I,I(fl, ,tl,f,tl•,,..II.J,..I,IlI..,....11,. .1�1111I.IIl,..liut.! fill, I !! II11 } .�1lI .II li ;it,}11�;,,.. 11„ ,.,r ll�, , .•I IL„rl,lll . r,,.r. 11rrr, +iil „�n{Irl11it1, ' •I I I it--- -"jp� C6 X 8.2 IN rER!OR RAFTER (PROVIDE PIJRLIN BRACE ONE I 3 C7 X 9.8 INTERIOR RAFTER SIDE C PEAK) \ I — (PROVID- PURLJN BRACE ONE &2 , - 20'-1 3/4�.-� r 3 SIDE @ BEAK)�GIRT BRACE L 1 X 1 X.1JG — '` GIRT BRACEZHT. 57 IFF-NI / I , S2 II ; PER SHEET N1 ) 4 / / �- 2 ` / I PERS EET NI ) 4 _. / ! \ PEAK -0 i YP. / A\I / S 2 1 2 S S 6 "� A C E 1 ...� S 5 \ 3 / —� S 5 S 6 p 1 ♦ SYMM: RIZA� I OPP. ! 1 I A ABOJT OPP. p EAVE N A, ! !�-- OP, . ��A / I �`�-� Sim, I I H � Ey LP_ Pck fI,)R:..L3X2.X,25 - I LOFT I 1 LOWER `H'1RC..L3)3; 1875 I� I INNER L'.u..L333X-'?5 I I I A\ ! 2 SE 5- N1 OL7 F 1.=G....3X?3:.1575 FOR PJPJN SRAC_ �,!1 X 1 X.1 09 ( I i o —�';a • " a E..L'.5X'.5X_130 ►-- 1 I I �.-�� -•- 1 1 I I. I-AV E. I✓..I(X21 b, 5 I 1 !� ! T.O. '� _., Xz/%L25 - CONCRETE j 25 ! I A S- SI : N1 H_:3X23: i 8'5 FOR uIR' SRAM „••1._._j 3�..'S WALL GIRTS �--• X-BRACE (PER SHEETN1 ) (PER SHEET S4) $ NQ-�`5 PALL GIRTS X-BRACE i ( ER SHEET N1 ) ..:SE BJ1LT LF' C S:.CTiON A, INNER :. �: A, OPENINGS (PER SHEET S4) L 1 X1 X 1 L)9 W+ER_r GIR" BRA- ARE PI J•7 POrS18'r AND AT s STIR_?N E R OL _R LEG-1Z W?O- L-- SIDING WIDTH 15 '.SS THAI\' 2'-C". I LSE SANG SM ANGLE AS .'_E.G M V►R'�"i�!LONG' ). Z.LN=Q:JA_ t L_ ANZ._Z- .TO B PLA.,: REV. 1 Z-19-95 I LEG IN T� PLAAC- OF THE. i=RAME 1\ RFV. 12•-19-95 OF W=_LDING R:QJ(REMEN"S. S- SFi:-=?S r b S-4. A. 707A: LOAD - 30 PSF, WIND LOAD 7C' MPF-;, 'C' D(P. , I , FRAM: SPAIN' • 1 E'-0" � N WALL INT Ri ' ��i � { � � 1 � - Kc' P E rJ E OR ELE'v ATiON � �/a1r• = , :,-�' � - � !�: E. T CTA` nAM�E h�i�; . X13 ..A� TINTERIOR PARTITION ELEVATION 1 r ' �` 1�3R5 N-1' SCA11 ro "`�" � FRAME HALF 4 NO SCALE -`` lf'• N. ,-\�� r, 1`. ...-�ti..- �: tri• -���� '` ^'.Y M. :� INC. �C WES , _ I SA!..�:, INC. ASK4 Engineering Inc. BY LC �a s, IN (CASTILE # 2 BUILDING ASK4 Ernaineering, Inc. EBBY �- CASTILE #2 BUILDING ZE , —: 9- -Qs rc _ o_ • _0 3i 9E RI ►KEN N"- 3CX 1372 9E R;,_=N' :AID:. o '9�E4 Frc�.o• Bivpi. Su..t: 0—. 5 :-A ? 908, �ro�or Blvd. Su;�e JA;TIGARD . OREGON �.a-1�,. DF 5-0�r ,, ► c_ on _ .L = ._ SAN:Y, Om' 97 0z Z TIGARD, OREGON Sandy, OR 97055 7 05= TEE N_. -C.. J V - _. r r \J�/� ,/V\r-./r.,/ /�1.I V 66&_6550 I n•.\ .—. A .=_ lUP 95-(WOR&BI!I'95-{4(X, =1` v.. 1111'95-1408&1,111' ,it !,�IV!SIJN Cr WGO �'�.� SA:.t.` INS SIN DURIIAM RD 8122 62 hl!RIIAM HU 8122 ti 6 OF 62 A 5oF62w OUTSIDE EDGE OF BLDG/SLAB TYP. CLIP ! L2X2 PER SHEET N1 7" ZtUSE: r WALL GIRT S i♦ + L4X4X1/4 @ 2A/S1 S 1 L4X4X3/8 @ 2B/S1 I I 31i + + 3/1 A B �`-� MIN. (2) #10 PURLIN CLIP FOR SCREWS INTO ROOF PURLINS PER 7/8" DIAM. HOLE FOR 3/4" DIAM. EACH WALL GIRT SHEET N1 CONCRETE SL? ) CORNER COLUMN X 6'rEMBEDDED ANCHOR �, RNE�_PLAN VIEW BOLT-TYP ALL CORNERS A BARS (PLACE AT LEAST ONE TOP BAR OUTSIDE mm I J� 3 112" NOTE: SEE DRAWING 1/7_ OF ANCHOR BOLTS AT FRAME AND COLUMN BASES) to N. J A.B. -- FOR SHEAR PANEL MATERIAL '� 1 /4X3X3 2 1 ' 8" INFORMATION. 6 X 6 - W '3 X W 6 WELDED WIRE GRADE _ MESH - LAP SPLICE G" MIN. -' 2 x _ �12 ANGLE CORNER r-�'" DC'JR JAMB I - 4 X JAMB ;IUD ENCLOSE EDGt PUP.LIN -� -- BLDG SAVE HT. _ c� S 1 1 WITH 18ga. TRACK �— w (ADJUST TRACK - T'NOR SIMPSON' H PAF:v Z:. VARIES _ X x - x - x 6' o EDGE OF BLDG/SLAB FOR SHEAR PANEL) A.B. �. ( A-B. i�i%E"!ING HOLi)OWN STRAP (INSTALL .- � 7 112" _____� X 3/16X6"LONG � •-�'J-� PER MANUFACTURER'S -J '-"`� DIRECTIONS) z a - =o L2 X 2 _ N W/(2) 112" DIAM BOLTS • �.� FOUNDATION a �-- a `� ` I • r-"' P.T. SILL PLATT WITH 10" DIAM. ANCHOR BOLTS @ 3'-0" G.:.. MAN'. � --JZ t` �l• ( 3 ) MIN. o o • — - �. . A.B. Z — _ i31N 1 0 w 0° BOTTOM BARS ^r� STEEL A CHANNEL R I�+ - _ _ LOCATION: WIDTH DT H D E P T H TOP :Il s 1 ,g E OW LL RAFTS 1 7-A _ 1 I I Irz.- UNDISTURBED S'DEWALLS #4 .,uH WIDTH (n ORR NATIVE SOIL y 30 - --- W ►, .a - - ENDWALL S 14- 2 4 (( ( I ) # 4 ( Z) - #s 3,116 � 11L A.R NOTE: THICKEN CONCRETE AS REQUIRED - L_3X2X3/1 6 WALL GIRTS TO PROVIDE 3 MIN. OF CONCRETE X3 LCING-2 PLACES SHEAR WALL HOEDOWN DETAIL NO SCALE COVER ON ALL. ANCHOR BOLTS AND __ NOTT; THP. CLIP PER \'�_ N1 C. 7/8" DIAM. HOLE FOR 3/4" DIAM. SHEET N1 CORNER COLUM!" REINFORCING AT SURFACES IN Q`l� ' \ X 6" EMBEDDED ANCHOR GIRTS AND CLIPS CONTACT KiH SOIL �� ! # -.� TS 3X3X I NOT SHOWN FOR ti BOLT-TYP M14 -', CLARITY - SEE N1 4 CORNER FRAMING @ ROOF y 3 TS 3X3 CORNERUT USt?\ FOR GIRT CLIP. _ 1 S1 1 EDGE OF SLAB DETAIL I.)R>t o_j S 1 � *DET. S1 (6" STEEL) VC , NO SCALE r s �"�r 90 WEB STEEL SALES INC. 1 ASK4 Engineering, Inc. B By LC Lc BUILDING DETAIL .�.�� DATE 9- 1 - 95 ASKS Engineering, Inc. B �'Y —.---•— 37?96 RUBEN LANE, BOX 9 _ _� _. 39084 PfOCtOf Blvd. Suite C JOBNO. 952Z-- 139 WEB STEEL SALES, INC. • Sand OR 97055 _._ BUILDING DETAIL , , DATE r' - ( - ` S SANDY, ) 68-3267 y BUILDINGS 37396 RlJE3EN LANE, BOX 9 _______ 390$4 Proctor Blvd. SlJltt? C TEE (503) 068-3267 __s__..�______.____.._____--�.___ � SANDY,396R BE 97055-93X7 Sandy, OR 97055 JOB NO. _ � i2 1 (503) 668-6550 s�1T i1 of .6-7 - --- BUILDINGS a(xIsa+awfes vu:sHr. Itl'I"15_oan8&11;I1 ► (►4061 (503) i.,Fi8-6550 SHT C1 -r Ill 295 im1011Ir95-04(16 -nNusloN cx WEB s7m sAurS INC; '—'•�"— 8122 tiW I►1 IRI IAA1 RI) 8122 SW I)I IRI IAM RD _ K ur 6,2 o 1(►F 62 If this nolicc sll►Itcar` clearer Ihan tI(tJUN O 7 20 00 docllmcnt, the (10ctlmcnl iN of margiunl quality. I111C11.I11111:(I iiI ( I I I I'llli ! I !! IiI I i I I II I IIl � 1-� V I I I iii I ! ! I I 1 1 I I I 1 I'(;I; � (� ( I I I I + i!� ►' i !Ij :!!��Iijl ililfiili�ll� ; lillliil!liliil' ! II �!111 lilj!li ' iii ' �1 !!lli�l !! � ' 111 ` 1 I ' II 1 • , I,1 i� , ., , . I ; + I 1 t !:, , INCH I MAR IN CN INA '�1� -�- 1 `m �T` 4 ..I , . 1iif,ii! T J,111' 11 1 I 1,11'IIIJII, III ,I IT II, M1 ` 1 I 1111111) Ill 11!1111!1 l I II 11!!!.1!1 11!!1 !11!1!!!1!!';;"'!?I?!!?1!111 11111il1! iNElll ! II!!�il11 lllilllllt??!ili.lil±ililil±ilii!!1?!!!11!1!1!!!! 111!1!!!!II!1!!!I!11±.o,u1il(.M1!11,1,,:,,IIIIIIII, - 1!11I111 _... _..I_... ..1 _.. _. I. _ JI *YP LA' SUE Ui JUINI ,'�1 � �� -- \ /(v 8 tl ,1 FRAM" TOP SPM ANGLE D<AD TO w,roH 04m - SUE(I r u)NG) m I � - 1,-::RLIN CLIPS - BLDG. �—�- o n PER SHEET N1 1 " E 1 i/4 " _ TYP. C14ORD 3FLiCE EXTERIOR " s�uF EDGE PURUN iJT .D, DIA BOLT typ. 1 I ; 11 '► /— SEE SHEET N1 FOR GIRT AND GIRT CUP INFO. CLIP SEE N1 r(1R TYPE (� 2 II CENTER ON � to 'TYP) ♦ II t �/ TYP. 0 INNER � Z -0 II ---�T--{ AND OLITER LEGS PT. D •� 1 3/8" - II ` ..�`�•.�, ALL 4 EDGES, I I @ 1 TYP. # INNER 2 `+ ♦ 2 �'- II 3/16 AND OUTER LEGS 3i4" I `Y EA. END 3I/` q AL;GN THIS L� X 3 X 3/6-- 1 J II r' II EDGE WITH ? ' (4) 1/2" DIAM 11 �° , II �- BUILDING FRAME F �-- PTS. 'B D L1 X 1 ANGLE FOR y_ STEEL CHANNEL A-307 BOLTS i WIDE FLANGE r- A. �/ � PURL!N BRACE ENDWALL RAFTER I i iVD COLUMN 2„ (SE`c SHEET N1) 3rj` -7 'C' CHANNEL ENDWALL—� 21, 2" ..� ! RAFTER SIDING 3/16 1 " C KRAME —� (4) 1/2" DIAM II MAIEFIIAL I CENTER�)N BOLTON A-307 BOLTS II '— WIDE FLANGE ENDWALL PEAK DETAIL @ COLUMN �� �T OSE T-)) I _�- CH)RD Y ENDWALL COLUMN � PTS.'B'�:'C' (Sr_E ENDWALL ELEV. S 2 PRESSURE TRFATI D 1 A I .�- FOR BRACING RFQ'TS.) SILL PLATE. YP. - - '__ ____ S 3 1 1 i 4" I - , �� 4" TYP. EXTEND BEYOND 4 ANCHOR BOLTS ENDWAL.L COLUMN-TO-RAFTER DETAIL 1:A. END NEXT PANEL PT. ANJIII/ ` LAP SPLICE B / EMBEDDED 7" �' MIN. W/ 3�140 7- Q2/1 MIN. INTO CC'NCRETE FILLET WELD �– OUTSIDE EDGE OF GIRT ; BLDG / SLAB 1 "�---- P-1 A'---' _/' PIT. 'BALONG TWO 3 � FRAME PEAK DETAIL- 4 o EDGES OF 1 II ♦ d o I + I « g BOTTOM CHORD 3 2" II �" ° 4 CONCRE�1 INNER !.EG NOTES 11 2" 6n 1112" + II ♦ • 114" OFFSET FOUNDATWN (COLUMN) GIRT -- �-•,,^ d ° c (SEE SHEET C1) SEE SHEET S4 FOR 1 5" t= _ (B X 3 X 3/8 �" MEMBER WELD'G I S 1/2, 4 (BOTH SIDES OF NOT SHOWN. � ! i 3/16" PATE o d ' CONNECTION) -�— X 8"X 4" (� A.B'S o ° Cf:N`7R ON USE 3/4" � BOLTS 1+" �\ (2) 7/8" DIAM HOLES T (2) 1!2" DIAM 1 ,'4" X 4" X 41' d _ POINT 'A' v BUILDING FRAME LOCATIONS SHOWN. �~ (CENTEREC ON FOR 3/4" DIAM ANCHOR �-- 1/4 X 6 X 9" A-307 BOLTS, J�10 o ' OUTER''EG wiles PT Vie, 3" BASE PLATE) BOLTS WITH WASHERS – EACH SIDE d (COLUMN) WE-.D LENGTHS SHCWN — W 6 X �1_ — 'C' CHANNEL ENDWALL Q - Q, BOLT ARE TOTAL LENGTHS EMBEDDED 6" �' o l t �0 P O JOINT. ADD OF MEMBER 3- 3�'1 6 3 END COLUMN RAFTER ��• N14 d� TYP @ FLANGE 3/16 1 TIP' ENDWALL PEAK DETAIL IF REQUIRED. GIN PATE X 8"X 9" 7•' r � 1(1438 b t:- 3 W 6X END COLUMN BASE J2 �_ ," DIAMETER S2 w � �'qy- _ VE DETAIL 2 F R A r�!E E;, HOLES,TYP. �Ay "" FRAME BASE DETnIL �►, 0 9� s 3 NO SCALE 1 A BASE PLATE DETAIL - '3 No SCALE lh H M L•\a� $3 NO SCALE ASK4 Engineering, Inc. BY I_c WEB STEEL SALES, INC. EB. 37396 RUBEN LANE, BOX9 BUILDING DETAIL 39084 PfOCtOf Blvd. Suite 'C' DATE � - � - 95F. wEe STEEL SASE.., INC. ASK4 Engineering, Inc. B BY _LC SANDY, OR 97055-9377 Sand r;3R 9705 5E - �' 95 2-2 -19 9 BUILDING DETAIL_ 39084 Proctor Blvd. Suite 'C' -� DA+r q-1-95 37396 RUBEN !ANE, i;30X 9 (503) 668-3267 _� -��. BUILDINGS SHF S 2 OF " --"-` (503) 668-6550 ADV�SJONOF*T111OWL SALES,"C SANDY, OR 97055-9377 T� JOB NO. `�52-Z- I39 Sandy, OR 97C►5S HI1P 95.0408 R 11 IP 95-0406 i IIIIP 95-(408 K III 11'9i-0406 57 _ - C BUILDINGS S3 , 8122 SW IN IRI IAM RI) W-- 9 OF 62►� i ioi;,SW 2'�IRunn,R1, (503) 6fi8-6.150 SHT A DIVISION OF WEB StiL SALE,�- PURLIN . I WELD 'B' NOTE WELD 'C' DURING INITIAL X-BRACE INSTALLATION, TIGHTEN CABLE SUCH THAT 1 .. NO SAG OCCURS, THEN TURN NUT AT ONE END AN ADDITIONAL — FRAME CHORD 1 WELD E' (2) FULL TURNS. I MEMBER I ` L Z CUSTOMER SHALL PERFORM PERIODIC INSPECTION OF ALL .X-BRACING I STIFFENER NOTES: CABLES TO ENSURE TAUTNESS. IF CABLES HAVE LOOSENED, REPEAT �- L -- - PURL_ INSTALLATION PROCEDURE ABOVE / SIZE TO MATCH 1 ROOFPURLINS PER N CLIP FOR 1. WELD LEG __—_ STIFFENER STIFFENER THICKNESS. ROOF— (SEE FRAME SHEET N1 — TOP OF FRAME. (OR � \ HALF DRWG.) 2. TOTAL WELD LENGTH AT BLDG. FRAME I 3 COLUMN P- SIM CONDITION) WEL_D'A' 1 THE ENDS IS THE SAME AS t 1 1/2" NOTE 3 OF 'MELDING I i e 45 'ROCKER' WASHER MIN. I REQUIREMENT, DET 2/54. L4X3 X 3/8 X 2 1/2" WITH /2- 12 < WELD D 3. WELD 'E' ONLY REQUIRED f_ FOR L4 X 4 STIFFENERS. 1 t/2" SLOT FOR EYEBOLT FRAME JOINT AT 2-MEMBER CONN. TACK WELD AT OTHER I i 3/1 6 TOT I FWC PLO-LOC FRAME DIAGONAL ANGLE SIZES. OUTSIDE EDGE --- TYP. GIRT CLIP BDG EAVE HT. i STRAND GRIPS 4. EXTEND STIFFENER BEYOND OF BUIL DING PER SHEET N1 ' L2 X 2 X 3/16X6 LONG (�' _ FYEBOLT— I W/(2) 1/2 DIAM. BOLTS r WITH NUT I FLO-LOC CABLE PANEL POINT SUCH THAT 1 1/4" �r 1/2 THE SPECIFIED WELD --'-1 •--"'� r 3 CHORD STIFFENER WELDING IS PAST THE PANEL POINT. WALL GIRTS — r - + ! 2x6 GIRTS -�--< W[L C 'C' S 4 NO SCALE I 'f" ! 2', �r NOTE: ATTACH AT BASE OF COLUMN `. % 2" L- ± — MIN. (2) #10 SCREWS INTO I • AND AT ROOF X- ACING IN SIMILAR MANNER. \� I � \ P,R WELDING REQUIREMENTS �.-� \ EACH WALL GIRT CORNER COLUMN 1. CENTERLINES OF WEB MEMBERS ' _ I C 7 X 9.8 INTERIOR ASSEMBLY DESIGNATION - SHALL ALIGN AT COMMON POINT RAFTER CHANNEL AS SHOWN. (:A CORNER PLAN VIEW _ A 1/8 LOCATION EYEBOLT GRIP LENGTH CABLE I \ 2. FILLET WELD LEG SIZE TO MATCH WELD'A �-- `--CHORE)WELD 'B' WEB MEMBER THICKNESS. FWC 250 BA MIN. 3. TOTAL WELD LENGTH AT ALL1/2" DIAM A /� 19 1/2" LONT DIAM ----T—{ EA. END NEED NOT EXCEED' L R FRAME JOINT AT 3-MEMBER CONN. 4" FOR L 1 X 1, F'NC 375 BA --.---- 5 1/2" FOR L 1.5 X 1.5, ti� N1 t f \ Sip �, �.._-. 2X6 WALL GIRTS 7" FOR L 2 X 2 r, I Co- INTERIOR WALL 5/8" DIAM 26" LONG 3/8" DIAM 4. WELDING SEQUENCE WI 38 141 GIRT CLIP PER __. --- WELD 'A' FIRST, WELD 'B' SECOND, THEN WELD'C'. `�uN SHEET N 1 COLUMN "" 5. CLIP CORNER OF WEB MEMBER �H 9o ,-�aCORNER FRAMING @ ROOF � z FRAME. WELD CONNECTION AS REQ'D TO ATTAIN SPECIFIED �.:R1S,11v S 1 X-BRACING CONNECTION DETAIL AIL S4 NO SCALE WELD. WELD ON BACK IF MIN. did y M. C S 4 NO SCALE NOT POSSIBLE ON FRONT S' M. L. S 5 �T'`y M. l.�d� NOTE: ORIENT DIRECTION OF 3" LEG (WITH HOLE) TOWARD WALL GIRTS, NOTCH BACK OF LC GIRT 3/4 MAX. TO RECESS X-BRACING CABLE. ...__._.. WEB STEEL SALES, INC. ASIC Engineering, Inc. BY 37396 RUBEN LANE, BOX 9 _BUILDING DETAIL 39084 Proctor Blvd. Suite 'C' 5��E DATE ASK4 Engineering, Inc. B BY Lc — _ 3 SANDY OR 97055-9377 Sandy OR 97055 JOBNO. - X5?-? - ( �; 9 - WEB STEEL SALES, INC. BUILDING DETAIL _ - --- -- --- DATT BUILDINGS 3?396 RUBEN LANE, BOX 9 __ __ 39084 Proctor Blvd. Suite 'C' - (503) 668-3267 SHT S S SANpIRUBEN 055-9377 pl'"95-(ktOAeclllll'95O411h Sandy, OR 97055 1 LR IOBNO. 9f� X12255 DURItRU1'95.0406 -- (503) 668-6550 BUILDINGS 8122 SW bl IRI ISM RI) A QIVISION or WEB STF�SALES.INC (503) 668-3267 8122SWI)IIRI JAM R:) --- ---•--- (503) 668-6550 SHT 54 OF _ 12 UI 62 �\ 11 01:62 u� A IJR 19aN ac WEB SrfE1 SN ES.'rc n low If this nlitice i1lgwarc cle'llLer tlum ille JUN U 2 2000 dOcl:ntcr u• nl" flit, (Iiil•unlcllt k 111 mill (,ulal qualify. Illll'1�OI1 I1)Ll. III I I ! ! !II I ' I i' I I I III I I �i!ii ! ! ! Iii I I illi I { i I ! I ii ' ! I I i i'i I' Ijij:�l ijlji fiillllli�ll ;i l Ijl lli(IjiiI!! I ;Jill llljlli' iji ;i�l!Illll! 'L ,. 1 �' �� I ► III Bili ! lit � 11 f11 � llllll11l 1' INCA I MADE IN CHINA III ! I ILII I 1 Bill ill illi I 111011 III 1 I I l l Ilii ,lui 11' '111 I 'ilii!! ilUtll 1 111 1 ! ,' I "'i rlti") II 1ir111 I,jl!"1;1 I"111fn,)n"In 1;1 111l1u I 1 111!1111 aMi � �IIIIIIIIIII,I'llll�llLl(Illi,l,,,,Il�ill,11111lIl.. ..l111.1,lIlill.,,,,I,I,., (l,..l,lll�llll��III{IIli.Nll !li i,ulilli•11.i1! „111 111,1...1 I 11 III 1 1 11 „ •I 111111li{h l 11 WA_ 5IR7S TYR PURLIN CLIP P-_-Zr SHSi:T N 1 *_ ..+ �+ li +� M GLULAM BEA GLULAM BEAM ENDWALL COL. 3" "11N. C2) •10 GLULAM BEAM r SCREWS INTD CORNE=R CCLUMN ENDWALL CCI _ACH wALL GIRT ! 3 ;,'ORri"cRL'.1!'1N 1 " TYP I I 3 ��IORNER PLAN VIEW S / 16 a&TRACK FASCIA BEYOND 1 >•YP. S7 SIM. I (WITH 1 1/2 FLANGES) ._. �._ _ 1/4" PLATE X 6" X 9" PURLINS 0 24' 0.:. C b X Lb oe �"N,:I-.:DON „ 1 ,4" PLATE X 9" SQUARE ELAN .SS AND END WEB OVER FOR C=r-- FLANKE 0 EIC', FRA"1E CCD�E 1 5/R. :' ANSES AND 11 C2)•10 SCR.W CONN. TD pLIRLIN) A;,Cr , WE5 TD FASCIA HIND WE5 0V=R FOR (2) •10 u II r-___-1 (4) #14 X 2.5 SCREWS WITH C2) • 1' S;.R-WS;- SCRCW ANN. TO ?UR:INS) - (�4) #'14 X 2.5" SCREWS « I `J z ?Y. . GIRT :LIP e EA. MEMBER I- WITH SHE N1 ♦ II + I 0 ^ I!c Ow SSE �U►ZIN \ II I c� ( b X I b Pa. _DD: aLirz,.I N rl \ i ►o - - ► I _ �. Q.. rl - .WITH 1 5/9' FLANS.) 1/ v► TH 15/!" _ANSE) \ - o a :NS! DSED W!;' 15 Qe. i RA2K ` END�PSED WiTN 1 E 0..nA:K, ' / 9=1C WEpS OVER TO D AiT�wH � TO E,'T'NSION ER TWITH END OF GLULAM, L4 X ?, 1DREWE, TY" '- X 3 X .375 X 9" I 1 /4� I AND 1/4" PLATE L4X3X .375X6" !2" - - !• II i� J_ �..-. Gam'-'~ , � "'�' � �= ri",NN LOFT SUPPORT BEAM TO FRAME ELEV. DETAIL ��1 '9 , ,r ��--- TYP. GIRT T CLIP P SHS Nt S 7 2 LOFT CONN. @ CORNER ELEV. DETAIL 3 LOFT SECTION DETAIL L2 X 2 X 3/16 X6'LON% ,� I - S 7 S 7 W/C2) 1/?" m 9OL7 ""'� -0157=-L CHANN-L BUILDING F'RA.'''I: NOWA L P.AFTER BEND WES 0: EDGE / PURLIN OVER TO DA — A77CH TO FASLIA W ITH-! C2) •10 S:Rc-WS ��014 ♦"! WOOD GIRTS RNER COLUMN ORE 2 C BLDL3. �N1 / s ~� 3n. `gh F?ti M. LNC` DCTENDED EAVE @ ENDWALL EXTENDED EA �N M � 5�: SrALr 5� NLS:OIL. ! Y WEB STEEL SALES, INC. ASK4 Engineering, Inc. EB BY LC S7': : -E.. ASK4 Engineering, Inc. EB $ �— 37396 RUBEN LANE, BOX BUILDING DETAIL 39084 Proctor Blvd. Suite 'C' DATE 9- I ". I __L SAL_ , INC. BUILDING DETAIL 39M Proctor Btv& Sutbe VC DATi: -� -!- --_- TE Jog N0. 9�zZ- 1�9 _ a - Sandy, OR 97055 BUILDINGS S, SANDY, OR 9'C55-937; 395 RU3cN LANE, 9ClX 9 �Y OR 97 EE JOE NO. -9S2.2 - I (503) 668-3267 uul 9s_fwns llul'c,5.114,1h (503) 668-6550 nonnsal o►wEesTmsA�s.He SH7 — � SANDY, ON 97055-` ► DUILDINSS %Izz sw uuuuAM Rn (503) 569-3207 HlIP95.f►40%K Illll'9S-(►a(►h + (503) $68-6530 S HT 54, O F 1 1 2 hz H 9122 SW DURI IAM RD A DMMN 0�WEB STF?>�:�.K_ 13 01:62 A MIN CONTINUOUS W,"LBOARD INTERIOR JOINT COMPOUND, F'P. @ -�" 6„ � ALL JOINTS AND PANEL (1) HOUR FIREWALL CONSTRUCTION: 2 -'' WALL HUNG ' -�-� EDGES EXTERIO,i SIDE: (1) LAYER 5/8" TYPE 'X' GYPSUM SHE / SINE WI rH INTERIOR SIDE . (1) LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD LEVER OPERATED NAILING: fid COOLER OR WALLBOARD NAILS• 7" O.C.0 BOTH SIDES FAUCET -' - WALL GIRTS SCREWS. *6 @ 8" O.C. INTO STEEL TRACK/PURL.INS - I --- (PER SHEET N1) STEEL FRAME "`-� A I A (OR STEEL COL. @ SIM.; WALL GIRTS TO BE AT 24"O.C. r INSTALL VERTICAL BLOCKING BETWEEN GIRTS @ 10'-0" O.C. MAX n + • + + N w � ( I I v # 10 SCREWS @ 12' O.C. I --+— t' X 1' X 20 GA. CONTINUOUS 0 ANGLEO Clearance STEEL FRAME I I '►,fa 8min + �" �, 12" r clearence los FACE OF BLDG. i _ __ 18 a.TRACK BLOCKING i MAX. ' r 117mir depth EXTERIOR --------- GIRT CLIP WITH 9 \ X10 SCREWS 4 ( )- ; i �•, ;� CONCRETE FOOTING GRA); EARS , EDGE PURLIN ,' ���.` �� SEE PET. B/HCI ENCLOSED IN �+ 18ga.TRACKK METAL SIDING I �� , ES CTION A-A. (PLAN VIEW) CLEAR FLOOR, 60" MIN. UNOBSTRU=LD NO SCALL 1 SPACE AT LAV, c e FLOOR SPACE PURLINS SEE DLT'AIL A/HC1 3 DOOR, Y , ^ ME-AL RCKJ;:ING EXTERIOR 54 n-An ANC SIDING NOTES: t3Ta • r , /�� 1) INSTALL A UNISEX SIGN MOUNTED ON THE WAIL ADJACENT TO LATCH SIDE OF DOOR 12 ..r2 min ''• � �:��� ENDWALL RAFTER 60" .460VE FIN. FLOOR. FINISH, COLOR, BRAILLE CHARACTERS AND PECTORAL SYMBOL _ CHANNELSIGNAGE SHALL COMPLY WITH ACCESSIBLE REQUIREMENTS. 305 1065 tloi�el t/ t Pier _ YD P 2) A PRIVACY LOCK AND AN "'OCCUPIED'" INDICATOR SHALT. BE PROVIDED. 10 • �� 18ga.TRACK INTERIOR � (3 1 A. 414 3) PROVIDE A MECH. EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLAIR CHANGE EVERY 15 MIN. L-J EDGE PURLIN EXTERIOR ENCLOSED IN 4) PROVIDE A SMOOTH, HARD, NONABSORBENT FLOOR SURFACE WHICH SHALL EXTEND ONTO WALL A 1 SECTION @BLDG. FRAME BASE 18ga'TRACK JA=w MIN. OF 5". WALLS ADJACENT TO WATER CLOSET SHALL HAVE A SMOOTH, HARD, NONABSORBENT qT CD 0 E � � o C.,I N f SURFACE TO A HEIGHT OF 4'-0". F 1 IK;SCJ>I_E ^ ' - INTERIOR s�`7.h M L 1 ►t ► ► T � "Y ` ACCESSIBLE RESTROOM LAYOUT 01011 N ,- PRY AY01r No :Al_E 2 SECTION AT TOP OF FIREWALL 3 FIREWALL SECTION AT TOP OF ENDWALL ; REV. 9-6-95 �✓ s�'y M. LAG F1 No SCALE F 1 Inc. ._ BY Lc �1 n Inc. EB 3Y V1/EB STEEL SALES, ASK4 Engineering, _ 3B S EEL LANE, , INC.I9 _ FIREWALL DETAIL 390134 PfOCtOf Blvd. Suite 'c' DATE cl- I- IS ^--� ^ - '� ASK Engineering,g, 77 ef1� OR 97055 � JOB NO. •_ �1�2z 1=�9 ";���- � ;,�I:n, , ��:��)• �� BUILDING DETAIL 39084 Proctor Blvd.. Suite 'C I E � D 1c 9 I SANDY, OR 97055-93 Sandy, , ,,,,,0 P,1u.r_ - -, 3 _ JGD N0. 2� 1'�` --- (503) 669-3267 (1 ) FOUR RATING PER 1994 U.B.C. TABLF 7-B, ITEM 17-1.3 BUILDINGS (.503) 668-6550 .rnn9cNawEesr►xv� SH1 _ F1 OF ;A IDY OR S7C'55-�3i7 � , DR 97055 1 III it M-04118&!I1 IP 95.0411(, ✓..! 65-5-2257 lil IP 95• X 111 I - r Qrvv.'•.()N 0:rJEEI ;I�sjk— �� -- �� (Ong ^ ' Gall% (�03) 566-S JrrJO �"(T )$-04116 r-- -. %122 tiW I)1I %122 SW I)IIRIIAM RL: _ �- RIIAh1 Rh , Ih f)I'62 Ia1tPh2d', _ — --. If tllis I)olice :Ippe;1rs cle;Ir(•r 01.111 the JUN 0 2 2000 documvid. the (Inc111110111 is Of* n1-411,61I:11 y11,11ity• II11(.'f(11I IIllcd ISI I I I ISI ! i ' Ijl I iii I IiI�I'I I l f C >Iil� � '�I�IIt� l�l� !� I ! IIIj! ! 1illl! tII� Illlil, I ill{ III{ijl !lill ' illll� ' 1 !j !ili! I ,II ! i ! II ►�II!I!I�l ! i . � , III! �� I I I I I I I I � ( I ' I ' 1 ' � 'i I i i '� I I I cjl I I Ilt III p,.. lu � ' � �•;, INCH ( MAO! IN CHIN/ 1`t ri I!T t s I !i1 1..I I.. .. ..... ...!!! ,Inn! I II I s: {. . i; tll,ll�lll'I !!!.1! 1111!!1!1!III!!'!!!,II�!I!IIII.I,I!:II{I;I,11111111{i!IIIl1, �. IIII illi �) I li tl I IIII li i ( In I I { I}@fl IlIIIIII�IIII ,III...IIIIIII�lI;;,IIII�lI,lIIIIlII.. ,,l,l�.,,r IIIIIlI111!_Il..ill Il!lIIIII I!l1�1lIIIIIIlIlllltll.allll i.11IIIII_::illilll III,, ,Ihll.hllin,..,.,11,....,.1t1,...,.11.!„II.111.,1 •. r'.y.MAWYIMNr�- 2X6 HEADER @ 44 2X10 HEADER / ENTRY DOOR. -- D 1 3 n I I4-- OUTSIDE UTS DE BUILDING ��w _ D 1 i - STEEL FRAME -- STEEL FRAME -- i • OR COLUMN OR COLUMN ----118" 2-4 f 2X10 #2 HEADER -- --- DOUBLE GIRT ABOVE o o I DOOR WITH TYP. CLIP _ J�' - L4X4X1/4 X 6" WITH 1 1/2" LIP AT EACH END OF EACH .�' i (6) #10 SCREWS F GIRT --� I 1 1/2" O.G EA. WAl' INTO 2X10 2X8 02 HORIZONTAL — 'rYP GIRT " NOTCH ENDSHORIZONTAL NTAL - - TYP GIRT CLIPS HORIZ'S. AS REQ'D) 2X JAMB TYP. TG ----•-.-_,_-_� I a _ MATCH GIRT (END W/ NAIL TO GIRT W/ c 2X6 #2 HORIZONTAL NOTE: CONTINUE HEADER ANu HORIZONTALS _ _ _ i2) 16d NAILS) � � c 2X8 A$2 HORIZONTAL OF SLIDER DGORS PAST FRAME AND e:ONNECT \— 8 ! (NOTCH ENDS OF TO NEXT FRAME IN DIRECTION OF SLIOL 1/2' DIAM. A.B. —� HORIZ'S. AS REQ'D.) WITHIN 6" OF JAMB. SLIDER HEADER DETAIL 4 SLIDER HEADER SECTION 3 N ENTRY DOOR FRAMING DETAIL 2 SLIDER DOOR FRAMING DETAIL k (.NOS, LF NO SCALE p 1 NO SCALA G i ►.1 o�r U��o COT VSF.�� NO`�:ALf 2X4 VERT I �— 2X JAMB /�-- OVERHL.AD 6 1PRING BOX DOOR OPENING ASSEMBLY TYP -- l� EACH SPRING --2X GIRT OR 2X GIRT (NOTCH -- — i� EDGE PURLIN AS REQ'D.) DOUBLE GIRT ABOVE i h 2X BLOCKING OUTSIDE FACE DOOR WITH TYP. CLIP Ire AT EACH END OF EACH (NOTCH AROUND OF BUILDING GIR' _ EDGE PIiRLIN WHERE APPLICABLE) OVERHEAD/CANISTER 7 7 D1 411 - -- 2X BLOCKING DOOR JAMB SECTION STEEL FRAME OR COLUMN (24" LUNG) D� NO SCALE OUTSIDE FACE OF BUILDING a2ICAL DOOR NOTES; �-- TYP GIRT 1 ) SEE SHEET 1 FOR LOCATION AND NUMBER DOUB�_E GIRT OF DOORS AND DIRECTION OF SLIDE OF M- GIN $CIDER DOORS. — 1/2" DIAiM. A.B. * DOOR OPENING 2) MAXIMUM DOOR SIZES: WITHIN 6" OF JAMB. SLIDER: 16'X 1 6� C rJ.A.1 S OVERHEAD/CANISTER DOOR FRAMING DETAIL 6 OVERHEAD SPRING BOX OVERHEAD AND CANISTER : 14� X 16c d D1 NO SCALE D1 NO SCALE 3) THESE DETAI'_5 DO NOT APPLY TO BI-FOLD ��v30 OR TRI-FOLD DOORS. F?�y M 0p�` 4) SLIDER DOOR OPENING DIMENSION �..� REFERENCES ARE NOMINAL, NOT ACTUAL WEB STEEL SALES, INC. DOOR FRAMING DETAILS ASK4 Engineering, Inc. EB BY _ LC 37386 RUBEN LANE, Box p - 39084 Pf(yGLOf Blvd. $Ultt 'r' DATE, ,- SANDY, OR 97055-9377 Sandy, OR 97055 ?T- JOB AT _ _ Sz -ISS (5031 668-357 II1,pgS-(ktONX III[P --� BU 8122 SW DI1111 IAM RD (503) 668-6550 SHT D 1 OF 17 OF 62 r1 .aNyoHa BUILDINGS EP STM ,Lfs lwc If IIIis 11olice '.1ppears clearer 111.111 Ille JUN 0 1 2000 it doctime111, IIIc d0cu111t111 i,. or IIarj4i11al 1{ualit�. 1111cr(111!n1Cd � � j��lll!j !l! lljl '!j !l ! I !jllll! i !;I�I�I'!;III ! Illilli !II=il! ililll� Ili I !' (i1,1� 1 I t 1 I 1 ! ► INCM M,%Dfr HIN ► , I li,i !Ijilljlliillllililll .I II j!li !lll IlII�IIlj II ililll!,! 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I II a I 3.®INGiGATES Lr:NDSGAPING 24" MAlrzLE j II HT POLE I I I 01 l IS" BIRCH l 4. Y INDICATES 30'-0" L :s I ( , 24" BIRCH ! 5. 000 INDICATES FIRE HYDRANT ` �• I1 1': I / 0 i_� / EXISTRJG SHEDS � 6lT " OAK -�"�-- 0 BE RE MO`✓EDJ , r: (c. �; INDICATES ('RIDE ELEVATION , I ' i f , i: . ,II 24" BIRCHr=-------------/, IND,C"'ES EXIVING CsR=:DE ELEVATION OAK , I ✓� r ,,. �„ I CHAIN LINK FENCE BORDER .I 6. SITE AREA DISTRIBJTrON: I ��'J R 0% , + I EXISTING DRIvEW"T ; ; 1 .-»---•-- OF SITE TO REMAIN SITE: 4611566 SF. - 10fay. � 1, I I I TO BE PAvED I 18" 51RCW 1 __ � 1 ` a I EXPIFct 7 I1 3l .+� / 6�---------------=� BUILDINGS: 14A44 ,,F. - 214 % I + `—GATED ENTRY Gl CF I LANDSCAPING: I i fl�'I sF. - 24% BIRCH i A,3PHALTIC CONCRE-E: 22 '1 5F. - 41% ( I --- -- _-- -- PARK!NG:' 28- 5T0 I I 1 I , __ \ �..----- ----------- ------ i 3 H.G. `\ 1 9. iMPROvEIMENT6 ALONG DURHAM ROAD ARE l:NV. OWN - EXISTING GAR.A.u . 1 T - (TO REMAIN) ' ``-'��,,• ; �ESHCsB PER•OD.O OvEMENTg SHOWN ARE aSSJMED. I -- 16" MAPLE i 1 I _ 12" OAK I + I I 1, 24" MAPLE I I I - 30 M PLE v' 1 1 .m 4110110 �.m. � .m .�.��1, — ---- — -- ---- — — ---- ZONE DESIGNATION-- P i I - ?�" FIR 12" MAPLE , TAx MAP--- __.-_ 26 1 12CC 1 ► TAX LOT---- L PLAN (EXISIING) ADDRESS_ _ ___-_ _-6100 S.W. DURHAM ROAD TIGARD, OREGON 51223 1" . ?tD'•O" 10. " T)4P- AC,,�&"MOLE Rdlri�e:s >Kt# '-NG PUb'',IG WAY G Irn��5 6 Q Ot tiI Its H 1 itU d.4 lt• WAY I`� Yh��F� "i � ri✓ .'..jN�✓ I'+�'►Iwi►�1 ' ®''�• 141- �' 1st• 1C'!, J{A� ) ���r �!)�: Sjmphp.kr;H(q rH w '� `1� E' Ic Ir1 L�41� 1� AtILIMA41; v Clot & J Y C.7H►w. Pr. FVU1, :09 5elrwvi=h YNG•mmGENEiR.'.1- REvi5i0N5 P j!TV&fA kN w�+12N!h C1. T u f~i r r�' hl• 1Wt k N i N ADD'L. R.O W. _ .____. __.--____---- ___• V REVISIONS- of A,0A t-> I 1 EXIBTING EDGE OF A.G. i I I 1 EXISTING FIRE HYDRANT ExISTING BUILDING 14'-0" DUMPBTER ENCLOSURE �DI f CN ADJACENT PROPERTY W/ GNAIN LINK FENCE CRATE -- SEWALK AND APPROACH PER �'(DURHAM ELEMENTARY' OREGON DEPT. OF TRANSPORTATION168 W/ CEDAR SLATS + IQETAN II'`ICs WALL SGNOCL) Ib3 2 I ! b°.! I6� 166 �,�7 164 1 I + OrY. LANDSCAPED AREA I I I I 16PROJECT: EXTMGI1 W111LDINCs \ I F. 1 b5 or 68.tdm I F .� .--- . - I 1 18 -m 81PG8 • 8 -tD -1--1 - // 162 I SIVE PLAN 4" WIDE I ' ` I � I I I REVIEW I i /PAINTED /STRIPES \ _� 1� loll /'1 i ,� , �g I 117I I I TIGARD, ORFG— M Zz /� 161.'9' - --- = H.G. SICsN -�� ISI 1111.95' G. SIGN LOADING CLIENT: i I + • , / `. / I ,- I = 0 AREA 1 ;. ; ® �' �� ,, �• I ;�/ ��. , a I ` �` 164.95' JIM AND AUDREY -WHEEL STV%% '/� 1 I 1 I ' I i 1 , , b 1,25 . / lb' NIGHT I/'�I CASTILE ---�` .�� - i �'• e // / \ �r RETAi1WNG WALL �. _ L?JSl�ls: � �A � • ' M / N , N 1 • - » ,- N , .. —_._._... --.__-. �_—.__ I ,• , �-- ------� �,�' 8 9-®�m � /t 163 I I I „Y / "t).A • 11'-® ,4 C. } I ' Ib3b3' ( � + , IN ! _ O" TA. RIM - ` I _ I F3100 S.W. DURHAM ROAD �!® .. 1 BPG6 • _-_- ._..__.. __ _.. _ I III I TIGARD, _G_ A....__D_..,_ .OREGON R._E. vON8'-8" b0' ° 8 SPCS a'-8' 69'-2" 69 -0 I "mo3m LCsHT POLE - TYP. f3) PLGBTD_ Date: 1 6-_ _535 C4 Scale: 1" _. 20'-0" _..-_ OF / / -�-- _--_ / I I Drawn by. EJ8 4'-p" WIDE iii IEWALK 9 ` ___._ __..� Checked by. JDA �A ' N AND 6" CURB -_ - -� J A ' Job No.. 2456 _ Drawing N o.: 2456-1 —Al"-` PIE. ELECTRIC - 114 1) 113 112 1'10 169 31b Ib8 161 TRANSFORMERWA I i I i I (PHASE 1) I1 ( ( x/11-IwN 1/ I�.i/►11 SCREENED DUMP 5TER AND RECYCLING ENCLOSURE W/ GATES m u ( (5'-10" HIGH CHAIN LINK FENCE 7WITH CEDAR SLATS) fPHAwE I'rI t r II �I I `'�'•�,-_ I � _ GO�+LMt-�Sl"� Int nDAGN 16ERANT- � II N �h ---'-FIRE HYDRANT S.W DURH.at•1 -�vyD �} 4, r-'gR iNIT'r �gArHVA ' (PHASE I) 1 1 SITEHG I 1 EDGE OF EXISTING PAVEMENT LAPJD9GAPtNG 1 ► (FUTURE PN45E) TIGARD 1 UI11RH 4�' I I I I NI<sl-♦ U.S.A. RAN (PROPOSED) TREATMENT I PLANT r In 111;1"+s-040814c Blip 95-0406 • im'-Q�" _. .._____— _.__. - - !" 9122 NW DI IRIIAM Rn C. VICINI Y ASAP ---~--- ' 1 OF 5 ... .--....,._.-_ .. .r'•+r ^^"^ a,n'M-.wwn •..-,„-r+..•. ,y-,. Y rrn .,re,. t . _. .: ..• t r, taP../••,l.s.. ..y.-i... rw'rcr,v..s -_. 1. ,.: . r'.r: _r :.: : ....,..- v..:.-. ... "TT.:'^ "_!w!^A+I .^.t,^^ i C*. '*.'4M' '} •T. .. .I'4.)AMI ►. M,1..171KiAi i.f . K . ,t. xP'1 F. .. i....t. .. ...i. r. . . ... ..... ....r...t. ..__ ,.. i. ... 1. .n..:..,......,•y, _,.,....,,_.r.w e . i.:a:l ..YP.w,'u1Yw-nA,ir.wN tWk.,rt. ..u......... ,... .. ;:.V, _ 1;L'w,.n.�1'Mr'.M.1r.!1"MYMi”-....-.:1TT.+x/M.. w,.M+Mlrr ',:.:.. 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Box 23"84 __�H ul �' GAM LAJA6_ \ t / Tigard, Uregon 91223 I I I � ,.. f i�x,hrtr+a ;%' '�'�cigr!Na ,•" � � � � ' r t ' 1 Phone (503) 620-?086 t4 t r. Nta: r AX. (503) 684-3636 .fvg rr el - __- TSE >rt►{ r / / i/ ...��I....� i ! / / rp 9-9 — / ' I I EXPIRFS 12 31 96 Tj A - r �, f� I I ly ' >e Rt=N�^`► 1 , L--1 I ( f -- --- - __ I I { I i I`s L'(�.T-,•�' "' + `I ,/ �"a G� wi l®'Cc l� ,:' 3�'� �1°�'K � 3`A ;,fir U r��Ft � _....___ ..___,_.. , I ' I I le eo _ I I I I i rG De, I:I�I'-t�Y�-l� oI TO 0F_ ,�•E M(7 r'ftr!� -- -- -- - e I HiQ"4 �1F,r✓ . r — _s-T• _ !_ / I I fv 1=CM��V v / ✓ / / _______ _ __�__ I � '1 • 7 �5 R `ri�)r<V f..F. GIT, I I ' � • .S N r I I r 5' Ig qr� rtf IOHMFP POR. , 1 I I �. --. —. _--_ - a 77 S. SS Yii :�'. ��.�T3�.— l�S'S_:«. i I i � � `► I 4 ��� I � I !�-1Vw°.Ilb GENERAL kE'r'I�i0h1�1 REVISIONS: X..l ea ct _s ss ci1 r s �s r� wes aca e� r mx me ,s c_ eaz rs rx= z s f-" s.� II � h II II I! II I I . LANDSCAPING PLAN i _ ...... _ t---------------------------------------------------------------------� I '� r k?URNlM GDf�'�r�JdT ' �N i I --EXISTING 12"• WATER MAIN PF-110 LJUyN I N T'M' GAG T`i I — EXISTING S-�NIT,.,RY SEUIER NQ, 'l'1 � i 1 I _ ..FIRE 1-tYDRAN* - r (�� ' � LINE STUBBED TO SITE EXISTING STORM SEWER ,/r►r H V*01M ! SITE PLAN ,sir ��' .._ - � 1 1 ! I '��; i ( i , D D • �qw ,._-- O SEWER MAN14OLE REVIEW ,. A PIS _.. I / (0+ LLILL -1-1-i TICARD OREGON ! /y O o 1 I (� , / I I ! ► '� JIM AND AUDREY . ;.c. 1 �.c, %�'� ,. T���GH I I + CASTILE f r, ` J f r- • I E x I S� ING S�URM 5E UJE R LINE AHG St' I, ' 8100 S.W. DURHAM ROAD Id"� OVEF n6w 1 TIGARD, OREGON fzlM �� ,3.v3 4 _-._._____ __ p: Fir ' I i i ,• - ��!*�'�;� 5,w•N ItA�+.'( 61^f,l�l�- t.I N "' . - .._-- '�, `! --• --- I' I I i XO/ E ', fi INV. 3 I tot -1 l0' — - ----- r I I I Dote: t 1 T _ --- /� MhFLK- AOR :,�CATly� 1►1 'rH* Scale: 1" 20,_0" FUtUIeL . v, I��� 4' - �__._. �' - ,�•o� I ill I Drawn by. EJ8 �I Checl'-d by. JDA - - Job No.: 456 r i •� �IVel.Ar v"L� -- , 0.. 2 —3 e 'n " I l I Drawing N 4556 t� ,~Z. I'1><1b' _ - B'� "� ! e."I! ! I 3 ___ __._ IHY* I(pg.3 �► I ti• I -- __. ._.. .. _ _ A 10,11-4(A , 6� A� .______. : _ __ i,N M+) x F;"A. _. I it ' V 4 G L" 110 •p.o o -PGE TR oRMER r - I i rAF'�INuI GhT� r�• ' �'� _........._.._...._ IY"1 -M..�, �•�1.irit~ � N��� !)�i�l� 1 f.• f I i Y�• j ' ,.:�- . Mrd E�• 0k) 1A "^� .. . 1 I �. r �.r,��, ..� w ..r�rrrr�� r •„w �..� w w� ,w��� .r. .rr �� /1 /�( �' �� �•1 / � ..— 1 _ _.. rr�t' I to �►� r, r��,rr�.►�;r�v pY . ..._ ` - ars►�. �!L'�WI► ;,� II 8„ �.� ih�o,005) WASH tolAt4 'Y 6t4tHG6 G 'r>!- F ; rJ �. - . �,r' ( ' 1 s- _ ... ,. ..._,_ -•_ +-_:--__•�s'-:r.:-:�S'^_.-' ��ses"z.^-�Z..:=.._.^-:'a.:.-.�_t.:v-•zxc.�_._�.�. _ �-. L,f. 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' TO BE Rl MOvED) b. f INDICATES GRADE ELEVATION 1 � 24" BIRCH EXIST!W-s GRA 1811 O.� �:-------------- , � N 1. - -_ -- -- --_. . INDICATESDE l::LE ✓AT!ON `'.'•, , , � V ,r , I GRAIN LINK FENCE • BORDER "_ 8. SITE AREA DISTRIBUTION: 1���,`�•f..ij1�U I EXISTING DRIVEWAY OF SITE TO REMAIN \ TO BE PAVED , 1$" B'RGH t , SITE: 46 ;i5 3F. - 100% -- I iiATED EN-RT 1 / Q =- -- - ---- ---=� �� BUILDINGS: 14,'.-4; S.F. - 24 X. ! �Xr'irtt=` I . 1811 BIRCH ASPHALTIC CONCRETE: ::'L�SZ S.F. - 41% LANDSCAPING: ► I S.F. 24X PARKING: 28 5TD. AXI-k. RN + 3 N.C. + 9, IMPROvE"I EN'7 5 ALONG DURHAM ROAD ARE UNKNOWN EXISTING GARAGE I `' .-- + _ ?" (TO REMAIN) ; .-�` ; AT THIS F'ER OIIMPROVEMENTS SHOWN ARE, ASSUMED. i I I —18" MAPLE fJ 3t^>" "1 PLE ?4" MAPLE - 12" OAK i f" , 1 I I I -24" FIR a.'• I?" MAPLE _ w ZONE DESIGNATION-­1 I P TAX MAP-- - —?$ I i?GG SIB is E- PLAN � ! AD LOT------- ----400 t ADDRESS------.__._.___-8100 S.W. DURHAM ROAD ------ -,- TIGARD, OREGON 91223 I" 20'-0" - ' I0, M•RTL�� r'•�I% �tVl/Gh•,)Ik�,<:; f"�IJ�4` :•'kA;� r-,. -. p'U�j jl(,., .4 Aly Jnr'�?�rG�� d�X A�JOI('�r, n 'Y }1; _•wR WAY yrs• ••, rj' -10-57 W . �Y1SM -_-� '�. .�.�. ... „r.1 irG Y"•� ri nl�' 1 ' � 41 A rAl`���,1 C.r [I ADD R ✓�%-~�'�f�F'✓'.,••c- �-!4ft+'`{ "�..'Z• 'CI'C% RC Y1JIVt\J: T _ _ ____�._ _ . _ . ! FC �-,h G•`�/1`v✓ H%-'i V- 'A',, /� 1 , I t OF itC�A I I 120'-0" E X i ST IND EDGE OF A.G. ►- - --_ + ti i ----------- - - ____ _ ---- - -- - - -------------------------------- ' 1 E S NGr IRE DRAM' \� , i EkiSTING BUILDING �-'-14'-0j1 X I4'-m" DUMPSTER ENCLOSURE + I til ADJACENT PROPEi"2TY SIDEWALK AND APPROACH PER \ / W/ CHAIN LINK FENCE GATE I /�s OOREGOW DEPT. OF TRANSF•'CRT.ATION i DURHAM ELEMENTARY' Jr W/ CEDAR SLATS / -- -RETAINING WALL SCHOOL) \ / 1 J ; 1 I ; + ; - •. © � 69 3 168 161 Ibb 165 164 163 621 LANDSCAPED AREA I N I EX16TING BUILDING/ 11 F3�. . 168iD0 ; , F.F. 165.12 7' / ► 1 i I PROJECT: --_ I ' ✓ _ I t �� , / , /// �— �t�iY�iir� - _T _ t - - - f I SITE PLAN REVIEW •' /. v : PAINTED 0 I /StFtIPEg'� // I i A 9 � i I � , ' -: . ". _1.- _ 1 - - ' I I TIGARD, OREGON /�, tF1 N.G. SIGN � 161.7! N.G. SIGN _I LOADING I I I CLIENT: r / I � ` el I AREA ' /Q ,/ � � / �' La j l I • e t 1 X j � O , ! I I I / y 5 WHEEL sTOP'JI �� i iA .� 16495 e I I *`` 11,?����- JIM AND AUDREY I ( r 1 I „ , I I 16115' I M I ��. r -- _.a _ - �! t�`V" (b HIGH) TY �/l I ! 1 s _--____ h I I I �, ear t� 1 ..,. t \ _R>=TANINCs WALL I i / CAc,T" E A• ,., _... . '� _ > .i1•r , n�- I � `-�a '-m" 4 d1-s" 163 I I 11 -m r A.C.-. I - M 1 i ! a. � - � � 1• _ I.4•g10 �'•0" �/ S ',� T.O. � �� I I I ,-rA�p 8100 S.W. Di_IRNAM ROAD 14'_0' - pFTia • � I , •"-� I / I /'i61 _._ __..� SPCS • v'•b" ■ b®'-13" 13 8PC8 8'-8" ■ 691-?" " 1 - T , gym. l .,r ibegr�� _ _---- —b�=m- yod ,• ��• .` -...�r.• '• TIGARD, ORF(�G!V L POLE _ TYP. (3) PLC'S. T.O. RiM^ _� — - I I . , ; ,.. �' d'. -- -- --____- -- __ " _ �o I F+ r o+�► tr►p��� ' �� : ._- .. Date: 1-6-95 I _ t,>rr Fa Scale: 1 0'-0 I � I � I ... A �. �. 11c>�.� 9 •I i ��/�/ ` 1 attw "�' �,•1•m--•�• prawn by EJB Of 4' - --- 1 _, ___ � • llL Che:ked b I -0" WIDE eIDEWALIC \ ® / _ ___-_ _ _ .__.-_ ' __ ____1_ �d3r� s' y. ,0A L---�----iio•HI AND b° cuRm \ �_- a a� — --- / �t� ,-y.� ----� Job No.: 2456 I - -�- 2 �I Oot® �� ! - + i •, , w r r w w • w w w - w� �// __. Drawing No.. 2456-1. 3 164.95' »,...._ i 114 '� I't3 Il? 110 PG.E. ELECTRIC TRANSFORMER 164 + C 'C 169 168 16'1 Ibb - • 165 + 1 I 1 (PHAGE I) 0 X 2m'-0" SCREENED I I !' •I - x:rx-t-.: }.- -.^----=_'>c.' srr=` t =: srcrx:z•-^xra �+c:srs•-ae:-^'/ \ f� ._.-___ DUM 6TER AND ENCLOSURE W GATES RECYCLING (5'-O" HIGH CHAiN LiNK FENCE � _ WITH CEDAR SLATS) (PHASE Il I 1 s xac •r is rr a-a - r ;> r a= — _.. >-+r sr -s s: �.� -� "__ _-= t-.: � _ -r- x FIRE HYDRANT II li II II li -FIRE HYDRANT r-g$L c i1Y Gr141��i41z'r (PHASE 1) A �! (PHASE 1) 5.W. DURHj,M ROApdi 1 t I I -LEDGE OF EXISTING PAVEMENT �`-LANDBCAPING c SITE • p0P9 TIGARD `,p S.W. SNAPPER G'�RHa"'1 I I I 1 (FUTURE PHASE) ►-alGl-i SCHOOL � 5CHOOL I U.S.A. III]p 1)5-+iAOK Itut,t)s-oao6 S PLAN (PROPOSED) TREATMENT 9122 5W I)0RIIAM RI) I" ■ 201-0" PLANE 5q OF 62 NOM )HEET VICINITY MAS' 1 OF 15 —,.+.Mrw'.e1-1.-.'IMIw.11ll.f•T4Nr1.RPN} Y _ . •••+ n •'• ,. r... ,'^" r „ N.MI!,r-'iIMM771}!9 ;,-.rrAvelelY'R •}R!I!k•N':9►fl m .. ... - ..,. .. .. .. ___.....,.. .+. n _ - _. — _ M_ -.+r... •. ....r - ... „. - ;. ,.�.. ',''■-�f -.:, �1r*Zn. ,. . .. '- ,.. 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I i-101,..7 �It�E4 M 9"Y t►�E �y , and Construction Services In 1 I 1 >W I h r i t+c., rV 16f IH(A rp, 11�" t ' J025 SA Center Street P.O. Boz 23784 I.WA 4 T' Ord, Oregon 97223 / r4 U ,, _ __ _.__._ ` 9 ~' -p— ;,." Phone: (503) 620-2086 ! I i FAX: (503) 684-3636 xx p Mo P. LL _LL 11111111 rrp - -- - / / / j �� ! I / I EXPIRES 12 31 % .1!rj r _j. Xx I -- - - ---- - I t I I V/ +. •int•>�. ' +_ / / _3"d f;,jl,'�Er1 �� C:ALI► FZ ?�"4 �i�e'.I !� ' v�•�C (' KIM 'r V; 10 , I fv I, OL r M+�vt?.n . TO r L- s~e mc,'.lip r�tF�4lF'sM� I9i- O77, r ���/ � __ .......____.._. I ! Q 7 1"1 `'1� k�Yl<.:�;✓ pr- �. „rl"/ r / E I� 145 h U itl�!I tT E D rJ I I >�•E REsM�r'vP ;'� qj f I I I"is"�MIT I ! I I 5-lr✓'-95 GENERA! REv!510l�S I II,.� i ��\ a •-' I ' I REVISIONS:- ZZ EVISIONS:- � L \\ I I !I u LANDSCAMIN" FLAN I ... X III' -T I i b'.�lf{�"1 {lD, GD �Tr. EXISTING 12"0 WATER MAIN ExIST!NG SANITARY SEWER ��EQr" '�✓• w'L'it�', i i lI I --FIRE NT-DRANT �I, � I I ' / I LINE STUBBED To SITE \ �/ --ExISTIN� STORM PROJECT: I � t I r SITE PLAN EICI�J'r!N�S gTORr'l / 0 G � '(� S MAN REVIEW EWER HOLE / � , ,/f � � t r pi p� �� • 1 I I I l � 4 (o IX i TIGARD, OREGO�J I n I ' j + '� J•�•oo 01 CLIENT:— I (� 0/f / _ , I I ' , JiIl� AND AUIDREY - ; ' i I ": . -- !; --♦_ So TRE�'�;�! I I CASTILE Z. SEWER LNE �->r��s-"vim sroRr� ' 8100 S.W. DURHAM ROAD AH� 6A ITP IzC.,6 Ia TO I~xIG> Isla Rery D� P I f I oe, // cs'� r;� U!%1= GONN C1•I h}. I / - ------- :I �" ID a NP.I. ar>~elW � I TIGARD, OREGON IziMG, I (_ - / c X''I�N J 5,•�.NlT.A R.Y 6>'=t I� � �,!'�� - . -- - I �4�y '-�'�, •--- / t 0 "KBD r'O�l�?Y �I M E +� G4 p. INv• - 1�2•'I�' �� � � p� "� -__...__.._.. �� b � -- ��...._--- / � I I Date: 1-6-95 I ; • ; t' i c•d, - /� MAF�I� tvJL !..GGhT!,, ,, ,w ,•.�,� ,� _ _ _ _ o' I 1 I Scale: 1" - 20#-0M ol I � I �.- �• , - ���' J � F U TU Its , 'J� —_-_-------I _. Drawn b EJB Ib g.033' 4 Ln I .___- - - I' ! ' I Checked by. JDA Job N *^n �xrl, { - e � - ----•- a I I o. 2456 { I ,' �-- (� _ I f ` to Drawing No.. 2456-3 I '* IZ,1� T �� !s!' I s� /T / _._._. ... INY• 11�2. '�= ' ( ",/t ppl►�(JI Tlil�` t � r - �•�`�. • ��i'���/���.. _,••� � B"�' v � D I _.__.._3. � i I I I �,"tw X I�:.Gr. U �.D Ls 110 •0.0 0 -- r-CsE rR FORMER ! i "AI' IKA GATL► �' _ - _I/� GLS' C :. -''� r: r+�lll.UlNlah - U i ! I I I jI w�. � M�rErz(. Iw'�•) �J , �;' �/ , j,J �/�J �' 1 -______� _ ___ I .. i G=I�1'JL°vl ( r� I�� I��',� I.IY/� p I ( _ ._. ! , i c'7It7�j ' ! �- II o.' j�,s✓ . . .;) '3' G•U,IL ( i I i j . y,; - \\ -sem -��tGI�M_._���.�� _NorL�._._ _ ��ts �"•Rl:;t�� "�p '�Gja 1 r __ -- _ __ — — = — -- --. ._ � I U��C SeHp t)ul C 411 Rf3cv Pv;y eIL 4o rY& t2wv 1 . 1 � � r' FIRS Nr�RANr -.._..�'�\� it h II �E HYDRANT _ -�''�I !I �a l� �irOK M k'�t�tG Mz U t� �+. L :G f P Cr �� k��l ie p FI Yp U, .._. (PHASE U `� l � (PHASE I) �� I, FL ;"HI.�U FACILMES PLAN h• L:,'AM f*rs'rj SHEET____..�__—_.-__ __�._.,_._._.._-•-_..�_..._�..r._--- g�, !;1+hN r� � !H b'2�, �5 P r �G n u G�t�9 C:' Joss' 24SC arils-� OS/01/95 lea4 , EMd�,� t�• Y� :YB�a , �IN�tt� '"M�ia'at !�h1' F�'r" �r'Csr:'�Iyb 2 QF 5 IiUp 9S-(1'+OR R Itl II"a4-041N, 9122 SW hUIII 1AM 1") HY1:'P-!' 141 I.I H�� #QF, 6V A;62IN �� tkjorp^`/1`0 5-))N L, 13Y Tl(xAArt) VIATt✓IQ./ D�Vr. a , If this notice appears clearer 111;111 the i UN 0 2 2000 dllrcument, the document is of margimil (omlil%- IIII cl,ohII11ed r ITI�I 'Ij!!!' !�I�I�I i I�I(I�Ill;fl 1�(;! ji�! jj�jlll!jljl� iIj ! jlj►j ; jlli ! I! IIIj ,! � (il ! ! Ilj jl�ijljl Ilijl �l�!11� ,i I Ijlill !i!jillj! I Iljilijljiji' jij !j !! !II INc MADE IN t�11NA .� - 1 �— 13 1 —1� i i i1�� �f �T to i� . • ,� n I!u II ull IIII IIII I Iu � I•• I .I �. I �.,..I '� � (I:�IIIIIIIII�II !IIII, !! I j! llllj I ! I!ljll• I,Ij.,,! !illj.!!! 11i1"'Illi!!!;!Itilli!II'!i!!I!lllill!1'I'..... . + +' ( �• � '+ ., - "•. •� _. J .. ,�.� : . . E } !NSTALL GLU-LM BM. DURIriG . .xv3TRUCTION FCR FUTURE 2-ND. FLOOR PRO., :-�E A W1. OF I 30' I, OF BEARING 0 EACH END _—__ _____ ____.___ _ ____ �i - ` - ' Con Services r— _ 1 -------------- -----------. -__ �'i! _._- _- ----- ----------------- I --- FJ OPTIOrJAL- © and I 1 , (, Es Inc 0 _ WALL R TION WALL FOR - --- -' ._, __-___----___ _.__-.___.. __ _-_,�- ---•- _-----..--- -----_ -__- � I - i GOND FLOOR (DASNED) SECOND FLOOR 025 s P.O. 80>< S.W. Center Street 23784 --------------- -----------------------•�--- .. .—..------------------------�•------ I 1 , ; � 1 � iOregon 912'13 — - --- / I ' a •�4" o.c I iga f � > i , I + I NON BE •RING WALL , I OUTLINE OF ')PTIONAL SECOND S03 620-2086 ° --- ------- --- ----- .----- -- -------- -----'-------- ----- 1 OUTL NF OF OPTIONAL SECOND ; _ --- FLOOR ROVE W, 6L.-LM. ABOVE R ABOVE DASHED. • n r n A FLOOR l I F h one' 1 ----- -- --- --- ----- - I I IAX: (503) 6b4-,x,36 ----------------- _ -------- - ' _ ---- 173 �' � I �� - -- -- -- ' _..-- - - -- - --� 0� --•- ----- - - i 14'-5 1/2" I /7" _.----__ 2 I I 5 I 14'-5 1/ p _1 I _ 1 .��.15 1 3'-6 3/8" 1'-4" 3'-1 1/4' 31-11/411 l'-4" 4'-0 5/161, mj 1 X j i 8 TREADS 11" TREADS ■ 11'3/4" ' ? ------ -y=------ -----------------�I ---- ---�. _.------- -------- --- - - m I 1 i 9 RISERS w 3/4" 9 RISERS R 6 1 7 -'----..-._-. 1 1-"- -- --• ---- ! I OUTLINE OF OPTIONAL SECOND,, ---- - --- ----- 1 I .-._ ...�___._-..-..-------..^ FLOOR ABO'✓E ' G 1 1'i?o HANDRAIL -� --•------ - -^1 1 � I 1 .3 0" ABOVE NOSE OF TREAD. I � II . -•�---------------------------_.-_-- �.� ` r FROM WALL, RETURN AT WALL. - 1 ' ss. I I t 1� f u u n I 3 �u u I I 1Q SE 6 4 3/4"XII 1/8 1 (EXTEND WAL►. 13/4 XII 1/8 �, I RISE b . ' - �r1 -0 ( I '0 i - �_ _UP s' " I EXTG. 5" CONCRETE. SLAB �✓' ' iMICRO-LAM EXTEND WALL i IBE T OND FLOOR MICRO•LAM 1 '- V) E BEYOND FLOOR i � - ---_ ._- . ----- - - - - --- -- --- -- - -- •---- -- - - 4 3/8 �- TIMBER( 4Tp-.ND ._._ FRIM BOT , 2'-10 1/411 e \� I I I I r�� I I TI-2r- ` x \\ I I I 1 \\ I I I 1 \` \ ' \ - �_ _� _ - 5 i NK. 1 tr I 1 --■ �- M/i/l `,` ��' I , _ _ _ PROVIDE 21" MIN CLEA . 5E I I I I I I I 1 1 I I I I 'tf I ! 1 - -- -----� J _ ' I �:��/ ' ' -.--��___ -- BECLEAR FLOOR SPACE IN ON I 1 l.. J-- - -r -_; _ - - �!----- -------' --------------------- - -- -� �- -- --------------------J L--- -- -- - -- - - - _ _._- _r-71 m -------------------------------- ----- ----------------------------- -- OF SINK I _ __ ._-_ _ _ _, _ __SAAR WALL — -• Z X b � 16" O.G. SHEAR WALL'- INSULATE WIPES. a I I j i 3010 4- 3010 C BEARING WALL SEE DETAIL �� ! NON-BEARING r/T;-3 ✓ ii ✓ 2 I f 1 IT� WALL PER HOLD DOWN X / t 1 i N l I ► MANUF. I LOCATIONS (� I I BEARING2WaLL BEARING6UJ OL 0 AVIS ON AN CK REVIEW P 1 ^� +�_.._...�_�..._,�.,�.� �a,ti 1 I -- _.—..._. __..—_-.—---------- -------•------------—•- - _'- TY . � SHEER W LLB. _ 3/ PLYWO - ( 2 —' A I SUBMITTALS TIMBER' STRAND OFFICE OFFICE ` RIM BOrARD- TYP. I 1 1 1 � ► 0 1 � r ! ( a:.lax-ursr_-9�s��a•.�-.-�._...a-.��:+__�.-..a.:nc.._. -... __-.c_.�-a I ._.__--_ - — — \"- EXISTING STRUCTURE 1 i 2ND FLOOR FRIVIG. PLAN A FIRSli FLOOR PLANC � .� • GUARDRAIL 0 OPT!ON,4L / SECOND FLOOR i I 1. CONTROLS, OPERATING MECHANISMS AND HARDWARE, !NCLUDEING SWIGHES 'HAT CONTROL LIGHTING AND ✓ENT;LA'ION ..AND g I DURHAM M ELECTRICAL CONVENIENCE OUTLETS, IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROTES, ORAS PARTS OF ACGCSSIBLE ELEMENTS SHALL ---"'�' `- --"-' "-""-- '� -- - �r COMPLY WITH SECTION 3109 (C) of O.S.S.C. 2ND FLOOR 2ND FLOOR _ - _ _-__. i INDUSTRIAL 2. HANDLES, MULLS, CATGHS, LOCKS AND OTHER OPERATING DEVIC:E3 ON JOOR5, WINDOWS, CABINETS, PLUMBING FIXTURES AND STORAGE I OPTIONAL OPTIONAL r-ACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BT WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING, i ' PARK PINCHING OR TWISTIN':, TO OPERATE. THE FORCE REQUIRED TO ACTIVATE 6UG04 EQUII�"1ENT SHALL BE NOT GREATER THAN 5 "OUND6 FORGE. !SECTION 3109 (C) !> �i 3,_?,t- G 3'-2" I 4 T T ^' R T AN li I H. , I GUARDRA L »X POS W/ 3. CHANGES IN FLOOR LE /EL SI-IAL.L NOT BE GRE•+,E H a NG1"2" ! „ I I 2X2 HORIZ. �a O.G. : , '. 4, THE HIGHEST OPERABLE PAR"' OF ENVIRONMENTAL AND OTHER CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE I i -- �`-`-?j- T ; -�- - TENANT WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION 3109 (5), AND NOT LESS THAN 36" ABOVE THE FLOOR ELECTRICAL AND 1 _ COMMUNICATION'S SYSTEMS RECEPTACLES ON WALLS 51,4 ALL BE MOULTED A MINIMUM OF 15" HICsH ABOVE THE FLOOR (6ECTION 3109 (C) 2) _E 1 E� - _ IMPROVEMENTS 11-1 -_.-----}•-------ri ..�- __ - - ' ___-�_._ - - -�-=---_- PHASE 2 I I F1.4_Q-R_ AtH .NQ_TF.°� $NEAR-�AJ.t._NOTE 9 I I I I 1, SHEAR WALL SHEATNINCY: 3/$" PL1 -WD. 1. FLOOR SHEATHING: 3%4" PLY-WD '24/0) I ' 4?" NIGH GUARD- -_ `42" HIGH GUARD- i I BUILDINGS D I i i RAIL RAIL 2. NAILING PATTERN 2. NAILING PATTERN _ 1 1 __ _._ .- _- _ _ -- --- .-_--"- 1 .-�,-------- ------.--- 2 AND 3 _ EDGES. bD NAILS •b" O.G. EDGES: 8D NAILS •b" O.G. TI-2 ---- -- , , •- - FIELD: 8D NAILS •12" O.C. I `pOWN Date: 9-14-95 , �_ FIELD: bD NAILS X12" O.G. 1 1 3. SOLID BLOCK. AT ALL PLT -WD. EDGES 0 SHEAR WALLS, 1 1 I i I I I � . � I I - __ 1 __ Scale: 1/4" -= 1'--0 4. WHEN PLY-WD. 9►-ITG. FUNS FRON FIRST FLOOR TO SECOND FLOOR, _____J L____________________ --_ - - --- --- ------------ J-------- DO NOT START OR STOP F'LT -U)G FLOOR LINE. ------------- ____-- 1 -_ _ _ .__ _ -� 1 , Drawn by. Y. I ' 1 Checked by. JDA WA1 L3 BELOW - ' SHOWN DASHED j ,lob No.: 950804 ' I E � Drawing No.: FLOOR 30'-0" 30'-0" 30'-0" 30'•0" ' D q i -_J 1 1 I 1 I I TI-2 1 I 1 1 I I I 1 1 I I 2ND FLOOR 2ND FLOOR — I I I 1 , 1 I i I I I 1 1 2ND FLOOR PLAN- SHEET BUILDING PLAN A�� B _ _....-.�-._.. _._._-_... NOT TO SCALE TI - 1 -TH IUP 95_n4OR do III IP 95-1406 9122 SW MIRIIAM RD 61 O ,i2 ,... ,-"�::, . ... ,.f,. ..,.:• gyp':-tI?�.:^•T. ... tn�,1,N'W:`:,TIWR�s �•'�•Pw,^'!'1^I-^yt<!?RYI�iR'QV!/'Y�R�._e�.. _ ;yV�w�nr_+1R^nP1Ip'^�v'.Aw1,VIrMP.T"-vc_!s'_ ...�::,T'!'• ... ':<'+i-[........•.m•9af`^nr._Y9�MiRn._^_nT-t�,tf.rnr* ^'.•.r...... .. . ., -. Ifthis notice appears dem-er 1111111 tIII• JUN 0 2 2000 document, the document is ofmm Jilal lillal;l�. illyl�Illlllll'lt FT f I 1 I 'I Ill I I 'I I I !' I III ! f I li II . 1 III l;► .I ' I i i!� j!j ii :jl iii I iii itilijl Ijl Ijlli I iil I I ' III i 11111 ' t i �' I � •I (III � � j� ( ( f 1 'I � 'I ' i I i I ijl ! ' I I � I � ,I,jl I . j , � , , ►� 1 I (, � 4 � 1 � j ; , � , � Iitl II. I 1 I ` I I ,� I I i t II • I I Il� I i I I , i . ill I I I I Ili I l i I I I I I I i e INCH MAGE IN CHINA41 _ {O I. I. .., I I I I I,lIIII! 1111111{II !I I Ililtll ill I 31111 ii,i�nl Ili, illi lu, IT Tf IF lil Inliil ,111111 1,,,, Ili' ,ii if ,I,il liu,l ti,u, 1 n ti 'i'• tlttn t, nt�l� }u,l , n!,Int,lnn IIIIIIIIIII,I I I,lIIIII, �„ II „� ll ,!I{ lII. • • .11l.„ILII, ,II,.,.. .,IIIl,•.,IIlll,...l....l,,,...1• ,...11Ef. , ..II.. .IIIIIII...itll..lnllu,•..,liL.,•,.�111,• ,.11,1„11.,ll,luili!li;���ill � I! I) .(III .I,II) .. • I �„ ,�Il,,,,l„{111111, ,,,11• I ` -/ 1 ; 4- - 1 and Construction Services Inc. �- ni CA Street P.O. 9025 S.W. Center Box 23184 --R-12 INSULATION PARTY/COMMON ,MALL Tigard, Oregon 91223 PER BUILDING MANUFACTURER ------ t4 2..6 HORIZ. AT 24" O.C;.,, - Phone: (503' 620-2086 —GUARDRAIL FAX: (503) 684-3636 3/4" PLYWOOD-TYP. R-30 INSULATION I b p _--_--_ t -- - _ �- _ -- - - -- - 11 '1/� TJI AT {�'I O.G. -- _ 11 1/0 T.11 AT 12" O.G. T ?" GYP.-RD-TYP. _+ --- 2X6 AT Ib" O.G. GOP'tt'10N WALL. NON-BEARING \''------ 3 1/8"X16" GL-BM W/ W' '3511.88-? E__,_ / TJI JOIST HANGER (REQUIRES WEB ''-I/?" Gl'P.-RD-TYP. W,' R-I? INSULATION 5 t/8" n ?I" GL-BM !INSTALL DURING --� 4 ?4" 0.C. STIFFENERS? BLOCKING PER TRU55 - CONSTRUGTION) W/ WP3511, 88-2 I MANUFACTURER -TYPICAL. (PLY--WD a SHEAR 3.'8") TJI JOIST HANGER IF SECOND FLOOR I I --- 2 X b 0 12" O.C. BEARING WALL � G %r IS TO BE USED f - NE-12 INSULAT ON' { --3/8" PLY-0,10ff tl-3 TI-3 HOEDOWNS - - R-I? INSULATION � AT r _�.. � •fir------ 1"'' -_____.o..u_- C PROVIDE THICKENED FOOTING AT ALL SECOND FLOOR BEARING WALLS-T`I'P. SEE B __ SECTION • OFTKA& SECOND FUC)OA5 A SECTION tr 1/4 I'-0" PLAN GK RF /IEW REVISION I 2X4 •16" O.C.- -- 1,�-?X4 016" O.G GENERAL NQTE�. I W/R-12 INS. > SUBMITTAL: - __.-TJI AT of"r1oNAL 1) ELECTRICAL PERMIT SHALL BE OBTA'NED BY ELECTRICAL CONTRACTOR `-- - -!)r�Q-~1'-eTr— _ SECOND FLOOR INSULATON: R-I? IN WALLS 2) MECHANICAL PERMIT SHAL. BE OBTAINED BY MECHANICAL CONTRACTOR -1-" - `�' `� `� `�' �' , _I R-30 IN ROOF THE SYSTEM, &HALL PRO•✓IDE NOT LESS THAN 5 CFM PER MINUTE OF -� OUTSIDE AIR WITH TOTAL CIRCULATION AIR OF NOT LESS THAN 15 CFM ' -?--, WOOD FRAMING: DF-L 0:' OR BETTR PER OCCUPANT. THE RESTROOM SH:.LL HAVE AN EXSAUST FAN CAPABLE OF FORM (4) AIR CHNG AES PER "n R R ST Roo_ PA GYPSUM BOARD: 1/? BGARD WALLS CEILING �' 3) PROVIDE A TYPE , FIRE MOUNTED IN CONSPIGIOUS LOG.:TION, PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN RESTROOMS IN EACH UNIT. 2X6 AT Ib" O.G. RESTRtXOM: INSTALL A UNISEX SIGN MOUNTED ON THE WA4LL ADJACENT TO LATCBH SIDE OF W/ R-12 INSULATION DOOR 6011 AOVE FIN. FLOOR. FINISH, COLOR, BRAILLE, CHARACTERS AND (2X4 AT WALL OF I PICTORAL SYMBOL SIGNAGE SHALL COMPLT W/ ACCESSIBLE REQUIREMENTS. i I STAIR) NON- BEARING WALL6. A PRIVACY LOCK AND AN "OCCUPIED" INDICATOR SHALL BE PROVIDED. LOCATE GRAB BARS 33'-36" AFF. FLOORS SHALL HAVE A INIOCITH, HARD NONABSORBENT SURFACE 4 SHALL EXTEND UPWARD ONTO WALLS AT LEAST 5 INCSHES WALLS WITHIN TWO FEET OF FRONT AND SIDES OF WATER CLOSETS NONABSORBENT SURFACE TO S HIGHT OF 4'-011 . C SECTION PROJECT: 1/4" I'-O" DURHAM INDUSTRIAL PARK CLIENT:- - --- - - - TENANT IMPROVEMENTS PHASE 2 .- OACENTER WALL BT BUILDING MANUFACTURER CENTER WALL BY BUILDING MANUFACTURER BUILDINGS l? X b HORIZ •24" O.G.1 2 A ND 3 2X6 "GAP" AT'r__-.__ Date: 9-14-95 C,UARDRAIL. ! Scale: 1 '4" - iI.--ON -GUARDRAIL 42" GUARDRAIL. 2X4 AT '----GUARDRAIL- 4 X 4 POST W; -_ �~ Ib" O.C.- TYP. 2 X, 2 • 4 1/2" O.G. Drawn by, Y.S I 'JALL BET OND �_ WALL BETONC) _. ;� ' Checked by JDA Y 1 3/4";K ; 1/8" f"IIC:Ro■ --1 1/2" DiA. HAND- ' -- t Job No.: 950804 _--- LAM L�t•1. --TIMBERSTRAND RIM BOARD �� -- _--��___ u+lam RAIL W/ RETURNS ----TIMBER5TRAND RIM BOARD li '1,8 TJI AT 12 o.c. 11/8 TJI AT 12 O.C. Drawing No.: SECTIONS ATWALL -_ ________-------•__._-_ ___ ---- -__----.___-- \.� • ---_ 3 1/811X9" GL-BM �___ 3 118"X9" GL-BM ■ I / 1 ~�\ �����. OR b"XIO" NO.I ( pGl"P. BD. � OR 6"X16 " NO.1 2X12 •Ib" X12 «16 \ TJI JOIST HANGED (3) 2X12 STAIR STRINGS S ■ -_ __. _. _ \ ITT351188 - TYP. _ � I 2X6 AT Ib" O.G. 2X6 AT Ib" O.G. W/ R-12 INSULATION -TYPICAL i pp. JT OC�i`1 RESTROOM 2X4 AT Ib" D.C. FOR (3) 2X12 STAIR STRINGERS "LET-IN" P.T. 2X4 L AND;NG SUPPORT W/(2) 1/4o CONCRETE ANCHORS. E SECTIOND_ SECTION.��..-- SHEET 1'4" e 1'-0" 13111,95409 nl lr 95•0406 ...rte 9122 SW DURIIAM Rh 62 01'62 4, ,cyan ..,•�........_ +tr-n ".:rn-a-.�- --'--- 11' 41i" Iltllice a11, ars dearer Ih:111 Ihr• JUN 0 2 2000 docunsenl, the doculllent is of 0,11 jinal qu:Il:l). Illll'fl)IIIIl1C'cI 11�.111 'Iillllll (IIIi I I I III; "I 1illi 'lil � � 1 . 1 I I I. I' I I Iii ► iii i 'i !' I i I I I 1 ± 1 i I'! ; III I I I ± i illi III I•. ± r 1 1 i I I'I I I � lIII Illill�l 'lll � lii � l � '� , �i� IIII �,I �ililr I i:i i i i f l I i I: ; i i I l i l I ' 'I M i l ±1' 1: 11 'I►�� K�`' I INCII ( MADE INICNINA i I I I 1 I I am --i 1 — - - - I III ±III 11111 (III Iliilll fill 11111 liill:il w!il illi I i iiliilliiI;IIll:il'i:ill iiui I I' ilii i I' iiirlli Iitn1) tint: I ti tt •t:'7 t; "'.I tlnnl n tlnitl , I,n! t nl�lntlttn tnln ,nit {tt , , IIIIIII,IiIIttl:Ili, ,IIIIIII,",.In1in..,,illl le, .I III, III.,.,,,IIII, ..i.I.,II,...,, • II.. .Iitll.l.11.•.,IlllJilnllli,..., I,......u1.., •.il,l„u rlt„Itl .I{, ,:111 1 Ilr,r.. (. l,ulrr.. itrir II (III nllln u i .r. u:,�rt Ir •, r urt :rr nnn tn:rl ,irlrl,. ....... ....... . .I T , .$ -fir - 4X4 AT HOLDOUN LOCATIONS 2 X 6 CAP and Construction Services Inc. SIMPSON 14C;2,4 4X4 POST AT 4'-V" O.C. 9025 S.W. (-enter Street s P.O. Box 23784 14OLDOU-N V/ (2., 50 BOLTS Tigard, Oregor, 9722) 2 ? RAILS • 4 O.C. 4 <4 R one: (503) 620-2086 HILTI KUJIK BOLT 0 OR APPROVED FAX: (503) 684-3636 EQUAL P.T. 7X4 IE 4 PROVIDE 2X4 BLOCKING /STIFFENER AT WEB OF 0' JOIST AT POST L-CATIONS PROViDE 2XI2 15LOr-KIWj _____WASHERS.3/4 0 BOLT LL/ OvIERSIZED _NI A EXT6. GONG. SLAB BETWEEN JOIST AT P05T 3" EMBEDMENT (MIN) LOCATION5. NAIL INTO " 1 1 BERIF'T T":C-KNESS) 2X4 STIFFENER AT UJE5 2-16d NAl"5 --TIMI!IER STRAND RIM B.D. - Tvr-. (2,104 BARS CONT GYP. 5D, TJI JO!5• II —-CONTINUE PLT -WV TO FLOOR OF MEZZ. HOLDC" MTAL SCALE: NONE NOTE: FW.O\/!DE T"iCKEND FOOTING AT 13E"14R!NG WALL LOCATION5 ONLY. 2X4 BLOCK STIFFENER TIMBER STRAND TJI JOIST (WEB DASHED q RIM B.D. - TYP. asaaa ............ 2/i2 BLK.G. BETWEEN JOIST L PLAN C"ECK REVIEW REVISION ION "\ _AX4 POST AT 3/04 111 BOLT W/ C)'YSRSIZED 4r-0O.C. "UBMI TTALS: WASHERS. TJI J_151 — 2X4 BLOCK / STIFFENER- PLAN Y 18 W TJI JOIST 5EE DETAIL A ;:OR FURTHER iNFORMATION _-O)AWHAL 7A SCALE: NONE P.ROJECT: DURHAM INDUSTRIAL PARK DESIGN LOADS TENANT MEZZ. FLOOR 125 LBS. PER 5F. GUARDRAIL a 20 L55. PER 5F-.- IMPROVEMENTS SE iSMIC, ZONE - 3 PHASE 2 -4 624" O.0 2 Y 4 *24'' O.G. BUILDINGS 2 AND 3 140 RAWL SPIKE i --- w4'-©" O.G. 3/4" PLYWOOD ----SIMIOSON LUS26 AT EACH STRINGER Date- 9-14-95 E> PANSION ANCHOR kale:z (3; 2X12 STRINGERStl-c V O.C. Drawn by. Y.S Checked by. JDA Job No.: 950804 Drawing No.: DETAILS F 4 4 4, 4 Til JOIST STIPr-ENE (2) 44 BA" CONT. 11-10" (2) 04 BARS CONT. 461! 11 �1�11t C; � llt AT I SCALE: NONE SCALE: N E IN-OTE: PROVIDE T"ICKEND FOOTING AT BEARING "A E E I WALL LOCATION5 ONLY. TI - 3 f,r"A 04 s *2 1. '15to OL,."l�,c ,,9 2- ilk 04�- FA If 111k flotice appears 111:111 IIIv JUN a 2 7000 document, the (Immileill is of 111,11.011,11 (ill:llil�N. lillcl 0 1 1111C(I TjTj I'l I I I T­ INCH MADE IN C IRA is .!IhIll1w 1wh! I ml jill III II m 1 Iii ;111: 111