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8148 SW DURHAM ROAD-1 DESIGN ROOF SNOW LOAD: 25 PSF DESIGN WIND SPEED: 80 MPH, EXPOSURE '8' DESIGN SOIL BEARING PRESSURE: 1 500 PSF V ROOF PURLINS: 16 Ra 6 X 1 5/8" STEEL 'C' Cm 24" O.C. WALL GIRTS: 2 X 6 #2 @ 24' O.C. 1jh ) GENERAL NOTES y Ca r, 12L'-O'' (SIDEW'ALL)_. _ _ 1 t iC 1. CONTRACTOR/OWNER TO VERIFY AND CONFIRM ALL CONDITIONS AND �d DIMENSIONS AND NOTIFY ENGINEER REGARDING DISCREPENCIES PRIOR TO 1 6'-0" 1 4'-1J" 1 4'-0 1 6'-0" �, 16'-0'' _ 16, �COL'S 1 ST,.RT OF WORK. I ^ �A + t / 2 DRAWING SCALES INDICATED ON PLANS ARE APPROXIMATE AND INTENDED I \� AND 15 �- WALL GIRT TO BE USED FOR REFERENCE ONLY DO NOT SCALE DRAWINGS FGR CONSTRUCTION CO) FRAME 21 Ii CHANNEL 22 FRAME PURPOSES. 15 16 FRAME 17 HA!•:NEL 18 (t FRAME 19 CHANNELt �-- R HA -L 3. CONCRETE STRENGTH 2500 sl @ 28 DAYS _ _ _ ___ _ _ O STEE_RAFTS C ML P -' -----"-- ------.-- -. s GRADE 60 FOR A -----��--- .. • • •• -u----------�. �-'- • 4 REINFORCING STEEL SHALL CONFORM TO ASTM A-61 T S -�.r�: . - - - - - ,_.�---- 169•24x4 W/ (2) 010 SCREWS I \ 1 aet4 BARS AND LARGER, GF ADE 40 FOR it3 BARS WELDED WIRE MESH SHALL C COL 2 TYP _ i' ---- -- / INTO RAPER AND GIRT CONFORM TO ASTM A-18� (70 kS MIN YIELD STRENGTH) MIN. 30 DIAM LAPS, TYP. I 7, 91 ` ; - X-BRACE , / 1 " 5 �— X-BRACE GIRT TO RATTER DD A_1 F 1 FIREWALL I (1 ) HR FIRE WALL 5 STRUCTURAL STEL. SHALL. CONFORM TO THE FOLLOWING STANDARDS. p S 3 t 1, 16, WIDE FLANGE AND CHANE EL SHAPES ASTM A•36 I 18. 20 �✓ j `i\i I \�� I PER SHEEN F1 NICITL: USE k 1)BRAC_ A5 SH,'-)6N%AT ALL ANGLE SHAPES ASTM A 36 (WITH MIN YIELD STRENGTH OF 42 ksi) AND 22 - / S 2 112" FROM CL A.B.'S GIRT BRACES. 'OSE :C BRAES LONE . -�{ - 2 1/2" FROM L A.B. S L 1, IL FROM L A.B. �" TUBE (TS) SHAPES AST14 A-500, GRADE 'B', (Py MIN 46 ksi) -(1 ) HR FIRE WALL I TO CL CHANNEL TO CL Cl1AN1NEL I I TO Q CHANNEL j SIDE) A- A-- PUR_IN BRACES. • - 1 r-�v � r- 6. ALL WELDING SHALL BE PERFORM D WITH E70 XX ELECTRODES BY CERT WELDERS 1 PER SHEET F1 , 1 �G 3 7.)' n ~ - _ • . , � (2) • 10 7 BOLTS SHALL CONHc:rRM TO THE FOLLOWING STANDARDS ~' ~ - TIF'. RAKE M FRAME BOLTS ASTM A-307 I - • ' )► c >s SCREWS . ANCHOR BOLTS. ASTM A-307 BUILDING a,r TYP D... � I_____. DETA;L t• • INSTALL HAPDENED WASHERS WHEREVER HOLE SIZE EXCEEDS THE BOLT 3 �� OF FIRE TYP _ (PEEHANSHE RRM 2 FIREWALL L t x t x oa ---- _ x 6 INTERIOR f-- DIAMETER PLUS 1/16" INCH. SIZE WASHER TO COVER ENTIRE HOLE. C O F 1 WAP INT WALL - (PSF SHEET HCl ) I PARTITION WALL BRACE. PURL IN--Jr RACE. PURLIN B. GRADE SEAMS. PIERS, AND SPREAD FOOTINGS SHALL BE POURED UNTO = 1 FOUNDATION NUMBER.AND LOCATIONS � 1 � � ;DL'S 2, T' USS c FIRM AND NATURAL SOIL WHICH IS FREE F'P.OM ANY MATERIAL THAT WILL " I PER OWNER TYP (3) LOCATIONS, I 3, 13, 14 ` -� 30 - 60 1 ADVERSELY AFFECT THE SOIL DESIGN BEARING PRESSURE. REFERENCED ABOVE. C �.� EXPAND SLAB FOR S SQUARE X 14' 26 _L____—__I 3 I S 2 AND Z3-28 9 LUMBER SHALL BE DOUGLAS FIR-LARCH (NORTH) OF GRADE AND SIZE AS �' FOOTING WITH (4! ;r1 BARS EA WA __ - � ' I n SPECIFIED IN ABOVE NOTES AND ON PLANS. .1 PROVIDE 3" MIN CLEAR FROM BOTTOM 25 I 24 ; , �• `�J 10. WOOD SCREW LOAD HALOES CONFORM TO U.B.0 TABLES 25-17-L AND -M I IOF FTG. CENTER FOOTING CMI COLUMNS `�� - , �___ t ,� EXTEND AREA SLAE WIRE MESH 6' MIN --- ` ROOF X-BRACING - I 2 M ROOF X-BRACING I -- Ll x t x t 09 BQ_T PREDRELL HO_ES, IF NECESSARY, TO PREVENT SPLITTING OF WOOD. 11 ALL C- OR Z- GIRTS OR PURLINS SHALL BE MIN. 50000 PSI FOR 16 GA. AND THICKER � INTO FOOT1NG.fTYP � COL'S 23-28) I � �, �� I ABOVE '` ' ABODE I MATERIAL, 33000 PSI FOR 18 GA. AND THINNER MATERIAL FLANGES OF C- AND Z- O ! X-BRACE /--��X-BRACE ��- X-BRACE sM �- X-BRACE I /— X-BRACE TYP. PURLIN BRACE DETAIL f ( MEMBERS SHALL BE AT LEAST 1 5/8" AND HAVE A MIN 5/8" STIFFENER LIP SCREW I 1 TYF � �� CDL'S 6, ;� \� } NC SCALE , j / J FASTENERS SHALL HAVE A MIN TENSILE STRENGTH OF 1`20,000 PSI. ALL MEMBER-TCS SLAB 8, 10, 17, �� MEMBER CONNECTIONS SHALL HAVE MIN. (2) it10 SCREW, QyLC,?5 NOTED OTHERWISE C 1 EDGE 1� +/ `�� \ 8 7I� 19 AND 21 ,�6J r �. 12 II �� \�• O 4 .v r,o scaEWs l` -- -�' ON DRA1`:'►� SHEET METAL SIDING AND ROOFING, IF USED, SHALL BE MIN. 30 GA. ------ --------- 216 *J4 k-moi•-----.»-•I MATERIA. SEE MANUFACTURER'S LITERATURE FOR ALLOWABLE SPAN INFO. AND - _— ------ -- _- _ ATTACHMENT 1'0 ALL SUPPORTING MEMBERS (MANUFACTURER IS RESPONSIBLE FOR � e2Bc tca` 1COL'S 4 `� L4 X 3 3 x c� `-4 X 3 c c �-- G z 3 { 6 a X -1aCX 14AND 12 Q� INSURING THAT PANEL AND Alii ACHMENT WILL SLIPPORT THE ABOVE LISTED LOADS). 14 X 14 6' SHEAR PANEL 24" EXl M. EAVES -14 X 14 ]/16" PLATE 1+ - �"O CUSTOMER ACCEPTS ALL RESPONSIBILITY AND LIAE ILITY FOR ANY SIDING OR ROOFING OVERT- AD 7YR (2) PLCS. WINDOW DOORS WINDOW WINDO" DOORS WINDOW OVERHEAD l N DOOR (PER SH ET 2) (TEMPERED (TEMPEREC THIS WALL. ONLY. OVERHEAD (TEMPE?ED, (TEMPERED STEEL FRAME c ��'#1d38 r9 M•ATERIAL USED THAT IS NOT PROVIDED BY WEB STI.EL BUILDINGS / GLAZING) GLAZING) DOOMS DOOR COLUMN 12. SPECIAL INSPECTIONS SHALL BE PERFORMED AT OWNER'S EXPENSE AND IN GAZING) GLAZING) T \ ( A ACCORDANCE WITH U.B.0 SEC. 306 FOR THE FOLLOWING ITEMS 1 - `OUNDATION PLAN ENGINEERED FILL: A) STRUCTURAL URAL WELDING IF WELDING IS PERFORMED AT WEB STEEL BUILDINGS' NOTES: 1) OWNER SHAD PROVIDE THE OF TIGARD W' A SOILS INVESTIGATION REPORT. o P MANUFACTURING FACILITY IN SANDY, OREGON. BY "AWS" CERTIFIED WELDERS, TYP. I R'T!r R'.IN CLIP-DETAIL ��,� �� 1 1 );FUTURES LOFT FLOOR LOAD. 2 '1 (Xj— COLUMN REFERENC` NUMBER NO SCALE 2) F1U_ USED FOR 'THE SUPPORT OF THE STRUCTURE SHALL BE AL REQ'D BY THE CITY OF Q�• G U ', Y 30 ASK4 ENGINEERING, INC. RECOMMENDS PEMO�AL OF REQUIREMENT FOR SPECIAL 125 PSF (LIGHT STORAGE) TIGARD STANDARDS, AND MUST HAVE A MINIMUM OF 1500 PSI BEARING PRESSURE aG I E w i �C� INSPECTION OF IN STRUCTURAL WELDING BUILDING DEPARTMENT SHALL 10 PSP (DEAD LOAD) 'b 414 F1 M L MAKE FINAL DETERMINATION (NOTE. NC FIELD WELDING IS REQUIRED FOR :'j COLUMNS AND GLE'S ARE DEStGNE.1,J FOR MAXIMUM TRUBUTARY WIDTH GENERAL NOTES: ASSEMBLY OF BUILDING ) LOADING OF 16'-0'•. (30' TJI'S MAY NOT BE USED). 1) PROVIDE A 2A TO BC FIRE EXTINGULSHER IN EASH TENANT SPACE IN A CONSPICUOUS 13. ANY ADDITIONAL. INSPECTIONS REQUIRED BY BUILDING DEPAR-,MENT SHALL BE •-3) HL7URE LOFT BEANS MAY NOT BE ATTACHED TO FRAMES, COLUMNS OR GLB'S. LOCATION W/ A SIGN PLACED ABOVE EACH (NFDA 10, TABLE 3-21) an%.v ) ADDITIONAL FUTURE LOFT COLUMNS, BEAMS, FRAMING, FOOTINGS AND 2) THE BUILDING OWNER IS RESPONSIBLE FOR THE FOLOWING INSPECTIONS. �i AT OWNER'S EXPENSE. '4y30, �4 DETAILS TO BE DESIGNED BY OTHERS. n A) FIELD WELDING (IF REQ'D) S 'c• 5) ADDMONAL INTERIOR WALLS, CEILINGS, STAIRS OR OTHER FRAMING BY OTHERS !, REV. 5-6-95 B) REINFORCED CONCRETE �N M. C B L C C) COMPACTION REPORTS FUR ENGINEERED FILL WEB STEEL SALTS, INC. CASTILE #3 BUI LDi NG ASK4 Engineer Ing, Inc. CBY 9- 1 -9 5 ----- I 37393 RUBEN LANE, BOX 9 �-""`— 39084 Proctor Blvd. Suite C DATE _ - � LC SANDY, OR 97055-9377 TIGARD, OREGON Sandy, DR 97055 TE JOB N0. 22 - ICU Wil STI HI S.!,I _ INC. SK4 �naineerin^, irlc• EB 503 668-6550 _ I DING - _ (503) 568-3261 ( ) BUILDINGS s1�T N-- _ Or 3729E R!_cn' I AI`I_ y J;1 p CASTILE #3 BUILDING. ?9984 Pro:;or Sfvd. Su,,-.e 'D' DA Dil ,�, ,rr OC WS L' s-EEL SA it SO,% , DK 9;c5 -;' TIGARD, OREGON Sandy, OR 97055 7EE JDS N�. �ts2? 1A o al 81a8Nq (NII>N l!1I (J�� bar`. �2!. 11 — — _- 11 1)li I1AM RU 8148 SW II)I IRIIANI'Rn�,ao5 SH T I Qr I(n�es (503) 666-ESS S:JI_JINSS —. 2()1'65 A�I�'!SIOn D" vr! `;-_� SA=: INL - - -� 120'-0'' (SIDEWAL.L) 16'-0" 14'-0" 14'-0" 16'-0'^ 16'-0" 14'-•0''T ' j I 2 A COL'S 1 - NOTE: SEE GENERAL NOTES (SHEET N1) ROOF PURLINS (PER SHEET N1) EDGE STRAP PER DETAIL 2/2 1 TYP (4) PLACES 1 S 16 (l FRAME �'� 17 � CHANNEL 18 (� FRAME 19 �CHANNE:L 20 (� FRAME 21 (� C,-iANNEi. ?_?. � FRAMs I S 1 AND 15 FOR ROOF AND WALL PANEL INFO. 2 TYP. ?- � �; I � -i- � -. / ,I -..------•- - C I S 3 11, 16, �F 1 FIREWALL ��\ �� -- X-BRACE \'�� i� X-BRACE i �' 1 ' 18. 20 I ♦i I I �;� (1) HR TIRE WALL , ', ,� AND 22 �� I f PER ')aE'T F1 _ � I 2 1/2" FROM CL A.B.'S -->' ' 2 112" FROM CL A.B.'S 2 1/2" FROM Q A.I3.'S I (1 ) HR FIRE WALL � TO CL CHANNEL I TO CL C]iIWNE, TO CL CHANNEL 3 , 14 I PER SHEET F1 1 - -- . 4 2, i . RAKE Is 2 �. < /- TYP. DET I---- ------ I _- •_ TYF I ; — / 1j.� . 3 OF FIRE TYP� HANDICAP RRiv1 Ii DETAIL .1 FIRa WALL I I ,,;•r�. WALT. tQ INT. WALL � (PER SHEET HCI ) I 2 X 6 II1T-ERIOR � I :. .T.I,P. I - FOUNDATION___, --------1 NUIrB-R ANn I PARTITION WALL I t ^CAT1nN5 '� PEE OWNER TYP (3) LOCATIONS, 1 i A COL'S Z 4 I EXPAND SLAB FOR 2'-£" SQUARE) 10" 13, 14 "1 3, 1;s I FOOTING WITH (2) #3 BARS EA WAY, 26 r--�i r�--�`i 3 I 52 AND 23-2A r �I PRO�/;IJE 3" MIN CLEAR FROM EO"(TOM � . 25 „ ' JA ) 01 •I OF FTG. CENTER FOOTING ON�LUMNS. ` I � � 1 .�E(TENT` AREA SLAB WIRE MESH 6" MIN. --- %� 1 — ROOF X-BRACING -- l`INS r COII ROOF X-BRACING SHEAR PANEL 0 FOCtT1Nu (TIC. r . S 23-�8) � i \ � rX-BRACE r ASS ` ABc)VE HOEDOWN, Tl'P. WALL GIRTS � EDGE OF PLYWOOD - X-BRACE X-BRACEX-BRACE I P (PER SHEET N1 ) -ENCLOSE EDGE PURLIN WITH 18ga TRACK. T,,FI I �"" X-BRACE (4) PLAC�S ER S 4 rSHEAR PANEL ye ^ (FLUSH TRACK TO OUTSIDE EDGE OF BL G - SLAB �� , i I DETAIL c/121 r 1 5 WHERE NO SHEAR PANEL OCCURS) C, �1 1 �� `� + -` 1 ----- ATTACH PLYWOOD TO TRACK WITH#10 EDGE F O 6 SCREWS 8" O.C.ATTACH RACK TO EDGE0 g \` \✓) SHADcD AREAS INDICA� E � PURLIN WrIH sel0 SCREWS 12" O.C. IN 111 "Tr•r--------- --• -- _. . -- ---- ------ a �1 TOP A,'JD BOTTOM FLANGE �• EXTENT OF PLYWOOD 11 ^)V n EDGE PURLIN I—� 1 -- _— _—._._—---— -_-- SHEAR WALLS, TYP. ^' J" Y CS16 CONTINUOUS STRAP 14') 1 6' SHEAR PANEL x 3 3 X o `-4 �X � c c 76; _ � c c 2 B :IBL Z X BLO(3CING3 �_ c c �-� X 3 ? 4 X 3 c 9 COLS 4 @ (2) LOCATIONS. OVERHEA[ TYP. (2) PLCS. WINDOW COORS WMVDOW - 24 DCT EAVES 14 X 14 14 X 14 DBL Gi"T ABOVE W/ (3) s710 SCREWS IN EDGE PURLIN WINDOW DDO S WINQOW S 1 AND 12 DBL G'WII IDCW AND 0 2) 8d NAILS IN DOOR JAMB. THIS WALL ONLY OVERHrAD 11 NAIL AT 3"O.C. IN BETWEEN. ST RAP I1UOR (PER SHEET 2) (TEMPERED (TEMPERED iTEMPEF'ED TEMPERED OVERHEAD GLADNG) GLAZING) DOORS GLAZING) GLAZING) [XXXt SHELL WALL NOTES: — d 1 ) USE 3/8" PLYWOOD CONFORMING TO ASTM STD. 25-9. TRIM 1,'2" MAX — _� IS NAILED TO OUTSIDE OF PLYWOOD. i �• - F .�' 1i? FOR NUMBER OF STRAPS. 1 PLAN ENGINEERED FILL: OFF OF OUTSIDE FACE OF GIRTS TO RECESS PLYWOOD @ SHADED ARFA. SE L J NOTES: FOUNDATION P,,,_r-1N D(�OR'WINDOW OPENING 1;^ MIN. 2) AT SHADED AREAS, INSTALL 6d NAJLS @ 4" U.C. @ BLOCKED PANEL. EDGES, I NOTE:PLYWOOD NOT SHOWN (O r / -- 1 ) OWNER SHALL PROVIDE THE CITY OF TIGARD W/ A SOILS INVESTIGATION REPORT. 1 2" O.C. ELSEWHERE. NA1L5 TYPE TO BE 'CC)MMCXJ' UR GALVAT!IZED 'EOX'. j - FcM CLARITY. 2) �� }- COLUMN REFERENCE NUMBER W ,..ALI FILL USED FOR THE SUPPORT 0r THE STRLI;'TURE SHALL. BE AS REQ'D B`' THE CITY OF 4X,DOOR JAMB �G I t♦ 3) - TIGARD STANDARDS, AND MUST HAVE t� MINIMUM OF 1500 PSI BEARING PRESSURE �,'t� D�}�.r 3) HOEDOWN STRAPS TC BE INSTALLED J'N EXTERI DR SIDE OF WALL. � � 4 4) /2 RE✓. 12-1E 95 GENERAL NOTES: ! �yc+ r ,i1 �' I SEE DETAIL 2/C1 FOR ADDITIONAL H OLDOWN INFORMATION. w' S) ADDITIONAL IN'TERFOF WALLS. CEILINGS, STAIRS OR OTHER FRAMING Br' OTHERS REMOVE LOFT. ql" ' 1, PROVIDE A 2A TO BC FIRE EXTINGUSHER n� SASH T1:A)AKT SPACE IN A CUNSa,CUOUS - SHEET S7 NOT USED LOCATICCI W/ A SIGN PLACED ABOVE EACH (NFDA 10, TABLE 3-21) ' SHEAR PANEL EDGE STRAPPING RE1 DET 1/3 ANC 1/4 2) THE BUILDING OWAE, IS RESPONSIBLE FDR THE FOLOWING INSPECTIONS. INSUL !'.TION: TENANT IMPROVEMENTS: '� REQ 9-6-95 A) FIELD WELDING (IF REQ'D) /-� JRE.,.)N SIDEWALL EXTERIOR ELEVATION 2 N� "+�9 B) REINFORCE CONOrXT'E \'' _' s$rk, C; COMPACTION REPORTS FOR ENGINEERED FILL / S�r 3c ,� ? NO .S ALE WALLS - R- 1 1 SEE TENANT IMPROVEMENT DRAWINGS BY NICOLI CEILING — R-30 ENGINEERING FOR THICKENED SLAB INFORMATION ----- — (SEE SHEET TI-3) /� ^ EB SALES INC. � r,�STI LE # BUILDING ASi:4 511 thee• Ind,, Ir1c. w Y LC �'Vr.� STEEL ,, (� S l ASK4 engineering, Inc. gY LC { { R A TIL # I-3 ILDING B �� LD G _ LIQ > --- 1 9- 1 -95 1 -4 37396 RUBES LANE, BOX 9 —"�� 39084 Pro for Blvd. Suite c DATE 5=,(�� • D. 3`� _ _' � :. 90� . $IV.^'.. j� .. .�L,_'= - 5_ _ 5 ,, __. TI r - _ - 9- TETIGARD JRE N y' TEE 2Z- ,4c-. - r p SAND`' OR 97055-9371 r Sand OR 97055 ._ GARD, ORE OREGON � - JOB N0. 9� aanc�, Or JD5 iJ; . G _ 1� 0 503) 668-3267 Ilu1'95-0407 —�-�"=- (503) 66£3-6550 BUILDINGS 11ur 1 . SHIT 2 OF b HI!I")5-(Wf17 Xc lil ll'95-1140 N 148 SN'I)I Ikl IAM ItU 814R.tiW1)IIk1UMk11 '�J� b��-t-. �:) EJi_Dlf`�;GS I � - t ()1:65 JH i_ c l ,}- 401'65 4 D,v!SION Or VTB STEEL Sk.15, INC. If this noticeappear, clear•rr 111:111 the JUN 0 2 2000 dOcunlenl, the d(tctimenl is of margin;d yuaIII.I• II11c1.Ofillllc'd IIIII' I 'ILEAL . 1 '1i ' IIIIIIIIIi ! lIiIIIIliI1I LOLL+ IIiII ! I . I ; i I i I 1 ILII I ;Iiiil. Iil I� I 'j ' I ' I I I � � I � I � I I' j I' I 'I I 'I ' j � I (' 1 f� ' I I ; i �j I I ! ,illji; l j jfj jllljij ji ijilijijl� ; I if jljll lljli I I Iljili,li ! i i11 , jl IIlIfI INCH MADE IN CHINA ' ' r 1 �� - T_ `_ _. - / 1 111 11 :: 1 — -�- If i ( I I ° 1.. I. '1' I. 1. ..1 ..1....1 ...1 I . 1 1.. .1. i� �1 It III111111jII1111l11j1lilllll jIl"II�IIjII'I! IIIjIliII1111jii11 IIIllHi; Ii;;!;;IlIlilill!!1 lill;'1111 li„ II IuI 11 II„III 111111 i' ii' if lilill 11.1 I 1 11 I 11 't:'' 1 111111110 1111111 I Illi 1 11111111111111 1"11,11 1" 1 n 211 11 1 I , I I I!„,•!I,•I...,L,I.,,,...I.. IIIIIlI,111..Ittll..Illlln...,,,It,...1.jlll,lll„jlll,lll.,j11,11Ifilli VIII, I I Ij ! jl, I ItI 1 1111 NI,,.j1lIIII 1 I ,I, !1 I. 1.1 1 111 1 I 111 , 11 ,1111 11 1 ,11 11 111 1 I I I i 19'-6 112" io C6 X 8.2 INTERIOR RAFTER ! C6 X 8.2 INTERIOR RAFTER , (PROVIDE PURLIN BRACE ONE _ _ ; (PROVIDE PURLJN BRACE ONE LOFT FLOOR BEAM: 1 6 112" 3 1 SIDE @ PEAK) / /^— 1 '-6 112" 1 3 SIDE @ PEAK) \ 5 1 /8" X 13 112" GLB S 3 GIRT BRACE 2 I 2C'-1 3/4' / 2 (GRADE: 24F 20'-1 3/4" 12' FfT. $ 2 // L 1 X1 X 109 -- GIRT BRACE �S2 TYP. @ ENDWALLS • 1 �H 1 STIFFEN E R @ 12' HT. U / L 1 X 1X.109 —�► (PERS SHEET N ) 4 /' (PER SHEET N1)1 2 I 4 I 1 Z STIFFENER 4 S2 �\ 5" i/ ,I B� g 4 Sl 1 1 5.1 I .I 3 - — i3 g `� � 1 / PEAK 2 -C I YP. / A F- 2 _ PEAK 21-10" TYP. I Q 11i 3 S6 �' I C 6 / S 1 -`� 3 S 6 ► A 0 B t _ A 1 A A6 SYMMETRICAL ,� _Sy' �RICAL OPP. Al `-�� ' ABOUT i ' OPP. �� A30U7 SAVE ` I — I - _ A - I t - -- I h �� KEY ?_ 1 — ( , KEY r J r 1 LOFT �JI �; A, iDRC..:3XZ.X. 5 U?aEn �' S 7 , S7 , i LOWER CHOR^..L3x3X.1875 - - - - LpFI' UPPER CrIDR 0.1.3X X j. - - _ - -- ---- _— _ - - -_ - -_--_ - L.JWER CH�RD..L3X3X.1875 I c �� INNER LEG.-L3X3X-25 i i C INNER LEG..L3X3X..25 I 1 A 2 SE: S�'i: N- p,,7---R LEG.._3XZX. 18, �4 l I I - - ' ' 2 'V 40 I FOR PUR�IN BFU+S= �, 2 S.E SHEET N1 ALTER LEG..L3X2X.18?5 C,3 FOR PLIUN 3RA,._ A„' 1 XIX-1 09 I I P S3 A_.L 1 X,X.109 - i - i - o I--►-�y • \� g, , 30 i _ i �S 7 Plk i 0 E..L1 .5X1.5X.130 2 e>=x� C..'?XZX.12; I o B 2 �ex;. C..!?XZx.1 Z5 �--- � 2X2X.18715 ,, -- / \ SAO EA,,/ D..__XZx.1 b'S � ; ; SAO D..L ' I T.O. _ �? �-- -� �-''� E..:_'XZX.25 I t T.O. _ _..L2X2X.Z5 CONCRETE �n A I F..LZX_X 3125CONCRETEA F..L2XZX.3125 F_:_3 XZX.16'S -SEE SHE: N1 ? SEE SH'r7 N1 .r H.L3X2X.257' _...aX..X.ZS FGR GIRT BRAS WALL GIRTS X-BRACE j FGR GIRT BRA.;E WALL GIRTS X-BRACE (PER SHEET N1 ) (PER SHEET S4) B NO ` (PER SHEET N1 ) (PER SHEET S4) B NOTES l!5= BUILT Ji S=:TI'Jn iNN=r^, n` J?�NINGS LEGE BUI:_T UP C SE'71ON AT INNER LEGS AT OPENINGS L 1 X1 x 109 �y}ERE GIRT BRA;� ARE NOT POSSI5: AND AT ' ,� L 1 X1 X 109 STIFFENER r- Ic :c STIFFENER WHERE GIRT BRACES ARE NOT POSSIBLE AND AT ` 0' ..R LEGS WHERE SIDING W1-)I h .---..s THAN ?. -C . OUTER LEGS WHEREP SIDING WIDTH !S LESS THAN 2'-0" L';- SAME SIL ANGLE AS I cG M.EMSER (Set 3/S4 ). USE SAME SIZE ANGLE AS I EG MEMBER (SEE 3/S4 ). L1N�QLIAL '..EG ANC'' I C B= PLA.""�^..�• V`4i H LONG Z.UNEQUAL LEG ANGLES TO BE PACED WITH LONG 1 REV. 12-19-95 I LEG IN ,HE PLANE OF TrI` FRAM` I .I L.=G IN THE PLANE OF THE FRAME. 3. FOR WELD' INC REQLIIREM=N7S, S== S�E-75 S3 & �• ' 1 3- FOR WELDING REQUIREMENTS, SES SNE fis S3 & 54. jr 4. TCITAL LOAD = 3G PSr-, WIND LOAD = 7G M?F-:, 'C' ^XP. — 4. TOTAL LOAD • 30 PSF, WIND LOAD = 7 MPH, 'C' EXP. ., 3 �Q P G, 5, FRAME SG 16'-0" \,• ) I� �„� ,,. FitAME S?A;,ING � 10 -0 �. I ELEVATION Cl E G,y r E. TC T A` =nAMF Y1'=1u�r" R 813 L°S. 6. TOTAL FRAME WeIGHT = $13 .RS. 1 ENDWALL INTERIOR cLEVATION �a a 9 � � I� 1 ENDW,^�LL INTERIOR ELEVATION .� ala � �\ 3 NC S�:A'._ 3 NO SCALE j JRE,.v /'��, FRAME HALF J 0R><i� FRAME HALF M _ WEB STEEL SALES INC. ASK4 Engineering, Inc. EB gY LCWEB sT=-I SA' =S, INC. - EBCASTILE #3 BUILDING — -- - "' CASTILE #3 BUILDING ASK4 engineering, Inc. B`' L`" 37396 RUBEN LANE, BOX 9 ------ � a 39084 Proctor Blvd. Suite C' TEE ( SATE 9- 1 -95 3 � ?96 RJB_N :.ANE 80X ?9084 Prot;or Bivc. Suite 'C' ' '0 5 SANDY OR 7 �" N0. 952 Z - G 9- I 55-9_ „ TIGARD OREGON 9 0 SANDY, OR 97, ,,)_--5-_c..-.77 TiG.ARD� OREGON Sandy, OR 9%055 TEE ( -/ ►�E `� I 1 ' (503) E-68-3267 "I'I")` ni iiiii,�; J Sandy, OR 9 0 S S pg 14 (503) 666-3267 Ilul'1)s-(W07 .--.-- V,. �5 _ - X14RSW11 i RIIAMk,)°411, (503) 668-6530 BU LOINGS 814H SW DURIIAMItp (5 666-E 50 $UILOINGS �- i cul �,� SHT 3 Or 501.0 j. / OF 4,OIV'510oN 0: WEE STEEL 54-=S, IN:. -^fV!510N b: Wra _�_ Sic': IN: ---• C7 X 9.8 INTERIOR RAFTER C7 X 9.8 INTERIOR RAFTER ^.. �� (PROVICE PURLIN BRACE ONE LOFT FLOOR BEAM: (PRCVIDE PURLlN BRACE , E / - . SIDE @ °EAK) SICE @PEAK) 5 1/8" X 19 1/21' GLB ��• 2 (GRADE: 24F-\14) GIRT BRAG 2 GIRT BRACE @ 12' HT. S2 TYP. @ INTEP;JR @ 12' HT. S2 I (PER SHEE-�i N i ) (PER SHEET N1) 4 PARTITION V;ALLS 4 1 S2 12_ 1 1 1 S2 12 1 1 S5 :' 13 S6 S5 S6 / SS � 3 S5 S6 OPP. OPP. OPP. OPP, I I SIM. �� ►�i I ''� Sim. i ------ - 1 1 S7 I 2 S7 I I I I I , WALL GIRTS �----- X-BRACE WALL X-BRACE (PER SHEET N1 ) (PER SHEET S4) (PSR SHEET T N1 ) (PER SHEET S4) 1L REV. 12-19-95 0 F rl N �7 � �� N 143 ♦� i / ` . _ ,P Nr� 1 INTERIOR FSA-RTITiON ELEVATION INTERIOR PARTITION ELEVATION — . .. '�y�� ..� a l .�R9 4 No SCALE c�RE„ N 4 NO SCALE t; 4? ORE M. I i ^^ ELC WEB STEEL SALES, INC. CASTILE #3 BUILDING ASK4 Engineering, Inc. gY LC ' WEB S-7—E-1 SAL��, .NC. � E ---.— GAS • ILE #UILDING , , BY 37396 RUBEN LANE, BOX 9 39084 Proctor Blvd. Suite 'C' DATE - 1 -95 ..? T ASK4 Engineering Inc. _ _____ 3 ' s6 RUB.N LAN`, 3,7 9 39084 Pro.—or Blvd. Suite C 9- 1 -95 TIGARD OREGON dy, OR 97055 TEE ..�..E� DATE SANDY, OR 97055-9377 San JOB NO. SANDY, OR 970.2-67 7Ili jP IGARD, OREGON Sandy, OR 97055 - -, (503 9!485 DIIRInlmt� 1 _ -- (503) 668-6550 BUILDINGS I (JOJ) 60C-�26i B1A8s�y'I)I�RIIAM'Rf)11411� .,_ Jr�g NC. �', �,�- 14",� ) 668-3�6 i 9!48 SW I)IIRIlAh1 RI) 7(111:0 (503) 668-6550 BUILDINC.S Sr{-; ,¢ R 1)r 65 SHT OF OF A DIVI510N OF WEB STEEL SAL..-5, INC. 4 D I V!S ION 0'WE9 S T M SALES, IN, If this notice appears cle:lrer III:111 Ille JUN 0 1 2000 dectiment, the Iloctiment is of nim-1,0nal wrili1N• Illll'lllllllll''li i Ijlljfl;l�ll Ill! j�ll111111111 INCH lil � Il! l(Ilf! 9 I. 1,. . I I I.. .I. I. ., f >I; I iIIII�jIIIiI IIIIIII 111 jI111lII;ljl;llil;ll Iiiill I liill !III 77,7 !11 Il, it ill, I,u I111�1 I'{ii ,i,l In,i' "I " ini i Illlil Ilu I uIt III t 'I:'tfl "' t 11!1" 11 Ilnll, I ,III , II 1.11 III", „IIIIn 1iN�l I I I I I I I,I. 71111. .IllTF . . ..il. ...,Ilil, ,.i,•„I.,,. l.I, .hills! ..Ill.. II } (. I nlll.l..l, ..IIIII.11lll1 .II, .I.tilill._ ,jIN. .l.lji.III.,liil.,hill„:,:,II,11I,,:.,.,llfl,,,ll,ll(., ,I I..I,IIS,II'II: ll i �.-- OUTSIDE EDGE OF BLDG/SLAB - TYP. CL's' 7" 1'X2 PER SHEET N1 2 USE: WALL GIRTS r{. + 1 L4X4X1/4 @ 2A/S1 1 S1 L4X4X3/8 @ 2B/S1 I I — I + + I 3/1 6 _ A.B --- MIN. (2) #10 PURLIN CLIP FOR SCREWS INTO ROOF PURLINS PER CONCRETE SLAB 7/8" DIAM. HOLE FOR 3/4'' DIAM. EACH WALL GIRT SHEET N1 X 6" EMBEDDED ANCHOR /` CORNER PLAN VIEW CORNER COLUMN BARS (PLACE AT LEAST ONE TOP BAR (YJTSIDE BOLT-TYP ALL CORNERS A 1 2 NOTE: SEE DRAWING 1/2 OF ANCHOR BOLTS AT FRAME AND COLUMN BASES) In FOR SHEAR PANEL MATERIAL "I / cti8 2 1 8 INFORMATION. 6 X 6 - W '3 X W -5 WELDED WIRE U � I /4X3X3 -r \ GRADE MESH - LAP SPLICE 6" MI'v. m DOORJAMB I X JAMB STUD 1 2 ANGLE CORNER �—~ i ENCLOSE EDGE PURLIN — SIMPSON' H PAHD Zi _j k �� a S ? S 1 WITH 18ga. TRACK .� BL.DG EAVE HT. (ADJUST TRACK �1 WIk DOOR � VARIES x x x _ x . W EDGE OF BLDG/SLAB FOR SHEAR PANEL) OPENING � HOEDOWN STRAP (INSTALL o I A.13. 3, A.B. PER MANUFACTURER'S � v, �,, DIRECTIONS) "' a L2. X 2 X 3/16 XG"LONG, ', r CONCRETE z . FOUNDATION '- _= I J a ,`; : W/(2) 1/2" DIAM BOLTS P.T. SILL PLATE WITH,1/2" DIAM. o r J J f. ANCHOR BOLTS @ 3 -0O.C. MAX. N C z ( 3 ) MIN. coory t/ - A.B. C,l t co 00 IL LOCATION: WIDTH DEPTH TOP BARS BOTTOM BARS tia kl4 t� STEEL CHANNEL _ I1/8 ENDWAU PAFTER UNDISTURBEDSIDEWAL.LS j � '� 2,d ( l ) - #4 ( 3 ) - #S M A I NATIVE� SOIL�I� I I ENDWALLS #4 ( 2 - #� w3oL •.g �� , t NOTE: THICKEN CONCRETE AS REQUIRED SHEAR WALL HOL.DOWN DETAIL TO PROVIDE 3" MIN. OF CONCRETE 6 WALL GIRTSNCRETE X3" LONG-2 PLACES PER SHEET N1 C 1 `•M""' NO SCALE COVER ON ALL ANCHOR BCCTS AND Q+�� TYP. CLIP PER ZZ REINFORCING AT SURFACES IN -, i tt -7/8" DIAM. HOLE FOR 3/4" DIAM. NOTE: CONTACT WrTH SOIL A, #143 9 TS 3X3X X 6" EMBEDDED ANCHOR GIRTS AND CLIPS SHEET N1 CORNER COLUMN BOLT-TYP NOT SHOWN FOR 3� TS 3X3 CORNERCLARITY - SEE N1 4 CORNER FRAMING @ ROOF �Js��) FOR GIRT CLIP. S 1 1 EDGE OF SLAB DETAIL 4#, Y30 , S 1 / -DET. S1 (6" STEEL) C 1 v0 SCALE s<`?fy M. LNG C UG-B BY LC L WEB STEEL SALES, INC. BUILDING DETAIL ASK4 Engineering, Inc. BY 37396 RUBEN LANE, BOX 9 a DATE 9- 1 - 1S WEB STEEL SALES, INC. BUILDING DETAIL ASK4 Engineering, Inc. EB 39084 Proctor Blvd. Suite C C- SANDY, OR 97055-9377 Sandy, OR 97055 EEL JOB NO. 922_- 40 39084 Proctor Blvd. Suite C ME DATE "� - �- I11n'" - BUILDINGS s1 37396 RU8t=1J LANE, BOX 9 � (503) 668-3267 INu�,�yl,l,,)� SANDY, OR 97055-9377 JOB NO. a2Z-I4U 814R..SWI)1 r)4us—i__. — (503) 668-6550 SNT OF (503) 668-3267 814 "W Ill, I l)ul )5-u4u5 Sandy, OR 9705 5 L Innpn5 k11,1M kU ADMSIOr+OF WEB STEM SAUS W R14R SW'Ill IRI RI) -- BUILDINGS 4)OF'65 (503) 668-6550 AdvJON OF WEB S& :we SHT C1 _ OF rr.EAS ux OF JOWT 31i II �.�. 1 1/4" - ' " RtAME TOP s.1 - u 2 - 0 -ua ANQE -s CHORD PURLIN CLIPS ' '- 17-LONG) oa0010so( - �EA Eta► saa c,t.• -�- m " �, I BLDG. CL PER SHEET N1 1 TYP. CHORD SPUCE �,;E PuRUN f i' a tn 1 1.'4" 1 EXTERIOR .0-4 �...� �{ ^..y C 000 SCALE PT. .c. 3 4" DIA BOL tyP `'' r * 11 T� SEE &-EE7 N1 ;OR ;R T AND GIRT CUP INFO. CLIP .C. \ SEE N1 FOR 71'PE t� CENTER ON 1 ' ,1 (TYP) AND oLrrLEGS � PT. 'c' _ 'J ...._ ►.� 3/16 �''� 1 3/18" �^•' ` ' ; All d 7" EDGE R ♦ II ♦ 2� �� /D3 TYP ! INNER 3/4 EA ' r ij r' q e �,-- /1 6 AND UUTFR LEGS \ \ 3g ALIGN THIS L X 3 x 3/6—\` 2' Ij (4) 1/2" DIAM I� EDGE WITH STEEL CHANNEL A-307 BOLTS �� WIDE FLANGE BUILDING FRAME EA END PTS. 'B'i't"� x ANGLE FOR ENDWALL RAFTER I END COLUMN '/�} / rIURLIN BRACE '� II rte- II C' CHANNEL ENDWALL „ I RAFTER � r 1IDIN1 3/16 — „ (SEE- SHEET N1) (4) 112" DIAM I 1 , 2 ' � A-307 BOLTS ll WIDE FLANGE ENDWALL PEAK DETAIL @ COLI.IMN (I� c-r UsE �! MATERIAL I z CENTER ON FRAME TTOM b ENDWALL COLUMN Z / / CHORD (SEE ENDWALL ELEV. S 2 PTS. B d• C i I PRESSURE TREATED FOR BRACING REQ'TS.) 1 1 ;4" SIL: PLATE, TYP. _�_ I ____ \ 5 3) 4 I lBEYOND � 4. TMP. _ I�ENDWAU_ COLUMN-1-0-RAFTER DETAIL (2) 3/4" NEXT PANEL PT.- ANCHOR BOLTS EA /:NIb (o LAP U3/f(e C •' EMBEDDED 7" MIN. W 1 - MIN. INTO CONOTTE F11_ �� 'EE"WELD OUTSIDE EDGE OF GIRT / BLDG / SLAB P'1- ,. 'B' ALONG Two P7 'A'--''� 3 FRAME EAK DETAIL AL • II a o a ° I , d EDGES OF 2" 3/1(.♦ 3/19 BU i OM CHORD $3 11 1'2" I" 1 1/2" ° C CONCRETE it, INNER LEG P40�s b 1/4" OFFSET FOUNDATION GIRT --� — `�~� a ° o (SEE SHEET Cl) (COLUMN)--� SEE SHEET 54 FOR - N r- ~~~" L-A X 3 X 3/8 MEMBER WEL7'G a (BOTH SIDES OF NOT SHowN. I I I 3116" PLATE A.B'S I • a ' CONISECTION) —--- X 8"X 4" (2) 7/8" DIAM HOLES (2) 112" DIAM 1;"4 X 4" X 4" POINT 'A' !LOCATI ° CENTER oN USE 3/4"ONS 6 BOLSHOTS ►;" BUILDING FRAME WN. A-307 BOLTS, d I — LATERAD ON FOR 314" DIAM ANCHOR �` 1/4 X 6 X 9 EACH SIDE o ° OUALIGN EDGE BASE LEG WITH p. ,B, 3" � PLATE)BOLTS WITH WASHERS 0 d (COLUMN) WELD LENGTHS SHOWN EMBEDDED G" W 6 X ��_ 'C' CHANNEL ENDWALL �- — _— 3/1 6 ' ENC COLUMN RAFTER ,1143 t9 BOLT ��,QJOINT.ARE TOTAL WELD / TYP @ FLANGE O BACK 3/16 1 \ TIP• 1 ENDWALL PEAK DETAIL �� #14, t? IFREOUROD,MEMBER 41 3- , 3 W 6X END COLUMN BASE S 2 OR&-A-M 7•' - Com, 3;� BATF) $"x 9" 1- �— tP 4�Y30 JAIw --- Fry M. l � �30 .1�� 2 FRAME EAVC DETAIL — '" DIAMETER HOLES,T►m. 1 FRAME B;_F DETAIL sFTH M. �� s 3 N0 �'`'� 1 A BASE PLATE DETAIL 3 NO SCALE S 3 �;c.4LE WEB STEEL SALES, INC. ASK4 Engineering, Inc. TE Lc — BUILDING DETAIL_ DATE __- 95 _ 37396 RUBEN IANE, BOX 9 — 39084 Proctor Blvd. Suite 'C' _ _ _ LC Sandy, OR 97055EL 14U WE c� A r ASK4 Engineedng, Inc. �Y SANDY, OR : 7055-9377 --- (503) 668-3267 ►IIIP — __� Z2 8 S I LCL Jr�L-O, INC, BUILDINGS SHT S 2 CF 37395 P,UaEN IANE, BOX 9 BUILDING DETAIL 390 34 Proctor Blvd. Suite `C' DATE — `"'040I 1 rII�P 45.1405 (503) 668-6550 A 01�1S)ON OF WEB ST>E1 SALES W -- San OR 97055 I 'EE JOB NJ. R14R S5-f)I+RIInM RU T— I I( r6,5 SANDY, DR 97CE5-y3;7 (503) 5bE-3257 Il1ir45.o4InKIII 11'45•I14o� _ __� ._._,.______—_-_ Sandy, 8148 SW 011RIIAM R1) BUI LDIN-� I2O r„ (503) 666-6550 ADrYWNDFWEB51'rc SA`aPC SHT S3 pF�_! if 1111 [loti(e ;11111(ars ('1c:1I'1'► (11:111 II11' JUN 0 2 2000 documew, the .Iucunlew is of IIIIC'I d ' Tljj ' {ill �il I{I =1 I I IlI i11 Ijl{ I)i jiI;.l I' illii IIlI i jijl i iLi.jiI;ilijl{ ;I I�!Ijl_i,IlilljililI,l I I{I_jI�II;lj!j!i Illiil INCH MADE IN 0 1Iji ; ; sNA � - 1 1 u 1 'iiI-7 11 ---w- lt;iIllIl � jl l'I If IT V I I I III ILII !!III i!! !!!IIIIIIillI .i tl ill,ll SII, l.il IIiIIIIII• I Ill jl . lllljll , Illy . . , l„„ „Iff. I,lll.l. .,! III I!!! ills !'i! IIu II II'lii I Ilii 1 nli III' n i { 'ilii.. I...... .illi. I II 'I:'I't' Ii II!I nl I Illrlll I nil I IIIIIII II n u nl n III I I • I, , '':'`•_�`' I ( { II I(, , , ,ljlil...Ilf...Il.Il.InllU,....JI... ,.,III..,.,Ijltl,ilL1�111I11,1i 1...•1!! , �I,�IIllll�l... ,,lllllllllllllllllll,Ilj,IILIIlIII!!!Il.� t Il�„Illllljll,.. !1 , , M It PURUN NOTE: I � WELD 'B' WELD 'C NO S(NG INITIAL CINSTALLATION. SUCHTHAT AG OCCURS. THENTU NUT AT ONE END N ADDITIONAL - FRAME CHORD 1 1 --< WAD E ,2) FULL TURNS. MEMBER / 2•-1 2 ,-USTOMER SHALL PERFORM PERIODIC INSPECTION OF ALL X-BRACING �� STIFFENER NOTES: ,ABLES TO ENSURE TAUTNESS IF CABLES HAVE LOOSENED, REPEAT 1 WELD LEG SIZE TO MATCH PURLIN CUP FOR INSTALLATION PROCEDURE ABOVE \ STIFFENER `— STIFFENER THICKNESS. ROOF TOP pF FRAME (OR F PURLINS PER (SEE FRAME i ! ;iA'" DRW G.) 2. TOTAL WELD LENGTH AT SHEET N 1 I 3.. � � � 3L DG FRAME 1 COLUMN SIM CONDf110N) WELD'A' I THE ENDS IS THE SAME AS 11, I NOTE 3 OF WE I,DING i 45� ROCKER WASHER � MIN I REQUIREMENT, DET 2/54- e 2 I WELD D 3. WEED 'E' ONLY REQUIRED _1� ;-4Y,3;-4Y,3 � 3. 8 X �> li._" WITH ! 2- 1 2 ,�- i i 1 C' SLOT EOR EYEBOLT FRAME JOINT AT 2-MEMBER CONN. ' FOR L4 X 4 STIFFENERS. i TACK WELD AT JT1t£R 16 ✓ 5 TOT --;WC FLO-LOC I FR{�.ME pIAGONAL ANGLE SIZES. T Ii I STRAND GRIPS TYP. GIRT CLIP EYEBOLT 4 EX7E.ND STIFFENEk BEYOND OUTSIDE EDGE F i � OF BUILDING P�R SHEET N1 L2 X 2 X 3%16X6"LONG � --�' BDG EAVE IST. --�' 1✓ WITH NUT li i— FLCrLOCCABLE PANEL POWTSUCNTHAT � W/(C) 1/2" DIAM. BOLTS CHORD STIFFENER WELDING 1/2 THE sPEcinED WELD 3 IS PAST THE PANEL POINT WAIi GIRTSr -- WELD'C' S 4 ND SCALE + '� ZX 6 GIRTS \ I i 2„ NOTE: ATTAU1 AT BASE OF COLUMN + T 21, AND AT RU ,F X-BRACING IN SIMILAR MANNER ,�— MIN. (2) *'10 f�..•-'' WELDING REQUIREMENTS _.-- SCREWS INTO !Q � T� EACH WALL GIRT i _ \ I 1. CENTERLINES OF WEE MEMBERS CORNER COLUMN / SHALL ALIGN AT C0%,40N POINT I C 7 X 9.8 INTERIOR �! ASSEMBLY DESIGNATION - AS SHOWN. 1 t3 RAFTER CHANNEL LOCATION EYEBOLTA GRIP LENGTH CABLE WELD A I w RLLE7 WELD LEG SIZE TO MATCH i CORNER PLAN VIEW FYVC 250 BA 1 1/2" -CHORD WEB MEMBER THICKNESS. A MIN 3.TOTAL WELD LENGTH AT ALL 1/2" DIAM 19 1,"2" LONG 1!4" DIAM EA END NEED NOT EXCEED � �—" FRAME JOINT AT 3-MEMBER CONN. 4' FOR L 1 X 1, - FWC 375 BA _ _ _ 5 1/2" FOR L 1.5 X 1.5, \ 7" FOR L2X2 � 5/8" DIAM 26" LONG 3/8" DIAM Q P 1 la _ 4 WELDING SEQUENCE: � ��Y •F, � + 2X6 WALL GIRTS WELD 'A' FIRST, WELD 'B' a;; 1 t oi14 @ INTERIOR WALL GIRT CLIP PER SECOND, THEN WELD'C' ` M14 :J UMN 2 FRAME WELD CONNECTION S. CLIP CORNER OF WEE MEMBER SHEET N1JRc..•�H 1 X-BRACING CONNECTION DETAIL ASREQ'D TO ATTAIN SPECIFIED WELD. WELD ON BA �� qi 1 CORNER FRAMING �� ROOF 4 S 4 NO SCALL CK IF MIN 30 NO SIAIE NOT POSSIBLE ON FRONT �vR30 s� y 30 TH "" NOTE: ORIEI4T DIRECTION OF 3' LEG (WITH SETH m L�O� HOLE) TOWARD WALL GIRTS, NOTCH BACK OF G111T 3/4" MAX. TO RECESS X-BRACING CABLE. ASKa Engineering, Inc. EB BY L� -- WEB STEEL SALES, INC. BUILDING DETAIL o 'C' DATE 01 - 1 - WEB - 1 - 9s EB LC 37396 RUBEN LANE, BOX 9 39084 Proctor Blvd. Suit. ME JOB No. �1�22 - 140 Wc6 STEEL SALES INC. ASK4 Engineering Inc. BY SANDY, OR .,7055-9377 37396 RUBEN LANE, Boa 9 BUILDING DETAIL 39084 Proctor Blvd. Suite 'C' �� DATE: -I - �� o Sandy, OR 97055 _ _ BUILDINGS(503) 668-3267 11111 i;11,tt7Kt►II��,� i (503) 668-6550 SIT S5 eF Sandy, OR 97055 JCB NO. `��2 I� HIaH SW DURIIAM RD N 'sioN N wTS 7rEL&A LL INC SANDY. OR 97055-9377 hllp,)t.(W(17K1lIIP4SdW(,5 IT la(►r65 (503) 668.3267 HI4xsI)IncllntilR,1 ----- (503) 668-6550 SHT $4 OF -.._._._ 13()I ,)t • • p�.1901+0'wt:B STF[L SAItS.PC WAS_ GiRTS ?JRLIN D:IP i ++ I, +�^ MIN C2� •10 GLULAM BEAM T17 : WS INTD GLULAM BEAM ENDWALL COL. - GLULAM BEAM I CORNER COLUMN -- ENDWALL COL. AyH WALL SIR T I - PLAN VIEW DORNER =LOMN I 3 CORNS 1 " np I 3 -- 16 aL-IRACK FFASrIA SEYOt�i I S7 1„ �-�,F, II 57 SIM. S b X Ib OC. PJRLlKS 2�' D.:. C b X Ito at: ;,:Nltr- ON - -�- 1 /4" PLATE X 6" X 9" AN :S AND E.ND Wc9 OV_R =0r•. ( �= =:.ANG=S a EEC, FRA!%1-- (=])E 1 5/?"=LANa:S AND u �� 1 ;4" PLATE X 9" SQUARE -, 2DIRSW =NN. TO PLIR:IK� A7.:►:�^v►r6 TO =t;S;,IA SEND yJ� OVER PiR IN) 10 ` ii ♦ 1 (hj #14 X 2.5" SCREWS v �` Wi1H ��. 10 SD?EWS)-� SLR::W ',�NN ?D Jrt= t) \ 6- ii + (4) #14 X 2.5 SCREWS 1 '"=. GIRT�Ll? Ni PLRLINIS 612.4" C.:. -� �, ii @ EA. MEMBER +�r 1 v � I .r E E- —� II I U a 1 �D X I(v �. ::J�_ L?SII\' \ 40 n I(o OL `DE: �1r�jN ~ H + � I Q U T H S/6' "�ANBE i :WITH MS/8' HANG=) — - - ♦ i o L+- 1 /4 :nICLOS Wl71� , OY. 'i r2A:K \ =NwL^..�:: wiTH l e a..RA„K, I - -= , - o \ BIND W:-!s 0VER?D k 1AC h \ �_ 0 • BLOW .AY H7. NIS ION M-E-57,, WITH I o /r� r2� �1 p S =hrS _ ( I - END OF GLUTAM, L4 X 3, ~ L4 X 3 X .375 X 9" AND 1/4" PLATE Iia I L4 X3 X .375 X6" — �. f I 1 1�. -•,r71/2 If i�}�" f �� f�► 1 T .� 1,R &IR i CLIP 1 LOFT SUPPORT BEAM TO FRAME ELEV. DETAIL ` F' S -` 1 N 1 I,.'a`� S 7 ?._ LOFT CONN. @CORNER ELEV. DETAIL 3 LOFT SECTION DETAIL L2 X 2 X 3/16 X6"LO � I ( � \ -�-' .. 1 _� rl 9U11.�JINo' ;7PA!".' S 7 W/C2) 1/2" ( 90L7. �i .t. ..r1ANN�. \ S7 1v ENOWALL RAF7-7 zj'" L IN 0Vr TO I A A t iii K:Ft Tr' -'AS--I A `t �Q � M #143 WITt C2: •iC SDP_,�rc ,.�•----� Q� ��I tR 014 WOOD SIRTS - JpI„vN ,-�RL.,u � �90 � 1 19FTN IW. Ex ENDED EAVE @ ENDWALL Z UTENDED EAVE @ BLDG;. FRAME s ��►'30 Slv NO S I2 5e W S:ALL r.� S_:c , �� (ASK4 Engineering, Inc. EB' eY -��`- — WEB STEEL SALES, INC. ASK4 Engineerinv, Inc. BBY _Ic � I ._L �l�.._a INC. .. BUILDING DE i AIL 4 ProctDr BtvcL � '�'' DATE .� '-1 - 9S 37396 RUBEN LANE, BOX 9 BUILDING DETAIL 3gO84 prortri Blvd. Suites C �;��>; R;J3EN �ANS aoz g .___________._._ -.___. --_ _.— SAND''', DK 97CEE-9� S>ai�dy, OR 1~t'Y455 a �._1 y, `ID✓ NO. � SANDY OR 97055-9377 Sand OR 97055 q i i (503) 668-3767 IAll'95-Q407Rc1((IP�)5_II-1115 _ - )O(3IV0. I�ZL - 14 �' (503) 668-6550 BJI_DIN2- SH T `-1 OF BUILDINGS — s(at<tiw rniRllnn�l,zl) _ KIaH tiw l)ul(Ilnn-1((n (503) 66 8 6 5 50 SNT S'1 OF A f7M9t7a tT YVEB S'TF.Fi SALES,K A DrVM)N o: Wte;TE. ;.x_55.fir 16(*65 If tllic 11(Ilice :1111,ears cle:lrer 111:111 1110 JUN 0 2 2009 document, the document is of mary.;iwil (111;1111.' Illll'IOIIIIIII'll i j�1T�l Ij�jl�lil�l �l i I'Ijl � l� ljl�l ! II11! �iiljl �ll !1 i ; 11 � 11� ; � ; I ; T1!i . IIillil i ll ,I �Ili11 lillli Ilf Ilijl Iiijijilil,l li Iliill?�Ijillj! I' (ijllljll !�i i IIT lill!� )y fT M-A;bE IN C11NA 41 _ I _. , _ _• I I Tf ! ! III III II VIII! I !I I Ii 11' iill Ili{i liiiilii lil I I'liii'lii!i( ii'l ' 111,1 1 i' Ilii I' liliill Iu•1 tinit 1 IU11I I lift IIn,tltnTl,,,, I,IIIIII�lI�,I�III III, I(, ,,,II 1 ,1,1111!ljl. . ,1I1.,..I►i1, 1„•. ...11111..1i11i111.!,I,.,,i..,...1..i.. .,I.•,...,!!.. .!�t 1.{.,I....!!i!1! ! !.... 11!1:!! .Ij I 1 1! . ., .., ,,. ( Ini !I.. .tl .{III. I Ililulll 1:,1,111 - Il., llt II 111 {Iljli illi, IIII,j,IIt Il I11111t1lI• . w' 9'-6" MIN 2,_6r, CCNJTINU(;.1;WAL1J?OARG r--- WALL HUNG -- INTERIOR JOINT COMPOUND, TYP. r V ALL JOINTS AND PANEL (1) HOUR FIREWALL CONSTRUCTION: EDGES EXTERIOR SIDE. (') _AYF.R 5/8" TYPE 'X' GYPSUM SHE:A'rHING SINK WITH LEVER OPERATED I INTERIOR SIDE (I) LAYER AYE:R 5/8" TYPf 'X' GYPSUM WALLBOARD WALL GIRTS NAIUNG: 6d COOLER OR WALIBUARD NAILS•7" O.G.1 BOTH SIDES FAUCET A I A (PER SHEET N1) STEEL FRAME SCREWS:GI *TO 8 AT ..4N O STEEL TRACK/PURLINS (OR STEEL COL 0 SIM i c INSTALL VERTICA` BLOCKING BETWEEN GIRTS• 10'•O" O.C. MAX + I '✓ N'� # 1 C SCREWS O 12' O.C. I 0) ' j I 1. x 1. x 20 GA CONTINUOUSANGLE IT j ,I � ! r, L7i STEE: FRAME ; � i ! � I j6r.�,n1 ::►.�� + + 1 ` 8 min DACE OF BLDG j knee EXTERIOR r MAX. ------------- GIRT CUP WITH '6ga T.AC7< BLOCKING i ',, clearanc• ZO�� 7CJNCfL�EFOOTNG (4)- #10 SCREWS d�pM GRAB BARS _ _Y -___� EDGE PURLIN �� SEE DET. 6/HC1 ENCLOSED IN ME- - SIDINu j 18�.TRAc>< LAVATORY pe-177 17 - CLEAR FLOOR SECTION A-A (PLAN VIEW) SPACE AT LAV. o 60" OOrt15PACE N. sSTRUCTED NC SEAL ! SEE DETAIL A/HC1 3 x 6b - c�uRLlNS DOOR i 1 , ME-A_ ROOFING EXTERIOR NOTES: A)v: SUING 54 min • _ ,� 1) INSTALL A UNISEX SIGN MOUNTED ON THE WALL. ADJACENT TO LATCH SIDE OFDOOR 1370 ` ' 1 60" ABOVE FIN. FLOOR. FINISH, COLOR, BRAILLE CHARACTERS AND PICTORAL SYMBOL ENDWA-. RAFTER SIGNAGE SHALL COMPLY WITH ACCESSIBLE REQUIREMENTS. 12 42 min CHANNEL 2) A PRIVACY LnCK AND AN "OCCUPIED" INDICATOR SHALL BE PROVIDE'. � 1D 1ts�.TRACKINTERIOR 3) PROVIDE A MECH. EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLL-TE AIR CHANGE EVERY 15 MIN. O EXTERIOR EDGE PURLIN �4 I ,� 4PROVIDE A SMOOTH, HARD, NONABSORBENT FLUOR SURFACE WHICH SHAM EXTEND ONTO WALLA O _ ENCLOSED IN # 9, 1 MIN. OF 5". WALLS ADJACENT TO WATER CLOSET SHALL HAVE A SMOOTH, H:*iD, NONABSORBENT , C an SECTION @ BLDG. FRAME BASE 1Bpe.TRACK r-' SURFACE TO A HEIGHT OF 4'-0". - _ E o F1 ^ 6 Z #114N 9� INTERIOR �� N "ACCESSIBLE" RESTROOM LAYOUT 111*11, Id �c7 V� N�' S,.k 3 AlH( H M L� i JRL.��N .� t�.FCAb BP.FZ -r s9 2 SECTION AT TOP OF FIREWALL 3 FIREWALL SECTION AT TOP OF ENDWAL.L 0 REI. 9-6-95 sFy 30. F 1 NO SCALE F 1 HM. L WEE STEEL SALES, INC. ASK4 Engineering, Inc. BY LC !: ^c _ � __� �aBUILDING EB 3r a73;.6 FIREWALL DETAIL �, s' �,� � �_ 3, �� I -� I�'� ASK4 Engineering Enc. RUBEN LANE, BOX 9 SAN11Y, OR 97055-9377 - .39084 Procto. Blvd. Suite 'C' 5TEE1. .�-1-�.�----- . r3 0 � p, LAN., 3r0), GV G Dr�AIL (503) 668-3267 (1 ) HOUR RATING PEP 1994 U.B.C. TABLE 7-B, ITEM 1 7-1.3 Sardy, OR 97055 % JOB NO. 9�2 2 - tAU SAN3Y, OF S7C;,j-��7% - 1r'1 DATE_ 9 - 1 - 19S (503)' 668-6550 BUILDINGS SHT - 39084 Pt'ortor Blvd. Suite .. F1 of '.5�3 555-3257 111'I�1)�(407 Sandy, OR 97055 5IEE JOB NO, j522 - 14- �OM9OJO�tTfTLLb4.[S.K R14R.1 K11111'li-IIJI/i _ I(I X S%'1JU7 K ANt RI 1)405 N'I'11RIIAM Ru -- - (503) 666-£5:50 !.QIV�sDM�� iL SEL, C)I R14R�K'I)I IRIIAM RU IR OF 6C 17 OP h4 "'�--- 2X6 HEADER 8 4 4 ___2X10 HEADER ! ENTRY DOOR. p 1 OUTSIDE [ACE �! 3 D 1/ CASTILE #3 CALCULATIONS CASTILE #3 CALCULATIONS -- - DI - - STEEL FRAME OF BUILDING - STEEL VRAME --�-?i i OR COLUMN OR COLUMN 2X10 #2 HEADER I'ROJLCI-MML CASTILE BUILDING 43 P._$QJECTLOCATIQ[y TIGARD, OREGON �r DOABLE GIRT ABOVE _ I 1 1/2" LIP 'ENILCT NAME .�SIILL BUILDING #} DOOR WITH TYP. CLIP �4,lL�LIY�lMBI:L� 9522-14U L4X4X1/4 X 6" WITH AT EACH END OF EACH 4'� - I 1 (6) #10 SCREWS @0 SPAN 40 EL GIRT I I 1 1/2" O C EA. WAY 2AS #2 HORIZONTAL LLNSjI-y 120 EL PROJEC- FILE NUMBER 9522-140 INTO2X 10 2X6 #2 HORIZONTAL. LAVL HLIGHI 16 EL TYP GIRT (NOTCH ENDS OF BAY SIZ� 16 EL l OCATIVN CITY/STATE TIGARD, OREGON _ - TYP GIRT CLIPS HORIZ'S. AS REQ'D) SLOPL 3 :12 2X JAMB TYP. TO _ a SIDCWALL EXTENDED L��VLS 2 EI, MATCH GIRT (END "- "'� ° 2X6 #2 HORIZONTAL NOTE: CONTINUE HEADER AND HORIZONTALS LNl1WALL_LXILNIDL)_F.LVj�j 0 FL BUILDING DIMENSIONS NAIL TO GIRT W/ _ c 2X8 #2 HORIZONTAL OF SLIDER DOOR; PAST FRAME AND CONNECT (2) 1 Gd NAILS) PARTIAL! Y LNC Q5LD STRUCTUI L(Y/N)? N 14 (NOTCH ENDS OF TO NEXT FRAME IN DIRECTION OF SLIDE SPAN 40 FT. HORIZ'S AS REQ'G.) 1300E SNOW LOAN 25 P� LENGTH 120 FT. ,/2" DIAM. A.B. LQLT LIVE LOAD. 17.5 p BAY SIZE 16 rl. WITHIN 6" OF JAMB 3 4 SLIDER HEADER SECTION 1>YlND SPEED 80 MPH [AVE HEIGHT 10 FT. r\'TRY DOOR FRAMING DETAIL 2 SLIDER HEADER DETAIL E T SLIDER DOOR FfT.` Mil ' ', OETitiIL N;SCALL NOSCAL[ l�tl�ILPRIPo�!!RE � sL�r�F 3 12 N;�srA:� D 1 ( rJ o�T l�'�,E-o) D 1 ( ►J I�r V�_o� SOIL P LssuRL �500 61 D 1 D ...�. -Nr'SCAB o, t�aT vS E.(,:•, �� f�l1�L�IIS2IJ..IeS)Ai1�_� 51llJA[LLL S c'/I AP) 1 t DL i SNOW t A I I ORCI 2762 LBS. �-- 2)4 VER' Dl+Sl_+FL COMP. IOR(:T 23900 LBS. [�~ / �� v WIND LAT. FOR(:I 2618 LBS, tA- 2X JAMB WIND UPLIFT IORCI 3730 LU, + K I^-4 D �--- OVERHEAD DOOR OPLNING BOLT TENSIQNS: -e 6 SPRING BOX o UAV[ (DI iSNOW) 12262 LBS. LOADS ASSEMBLY TYP -� D 1 � 2X GIRT OR �- 2X GIRT (NOTCH PEAK (I)I_4 SNOW) 13832 LBS.. (m EACH SPRING + EDGE PURLIN AS REQ'D.) EAVE 'WIND) 17315 LBS. LIVE LO D "; PEAY. (WIND) 6801 L11% SNOW 25 PSF DOUBLE GIRT ABO i_ Z.X BLOCKING -- OUTSIDE_ FACE I pATION LOADS S�_.CNDWALL: DOOR WITH TYP. CLIP r`' L AT EACH END OF EACH 4 (NOTCH AROUND OF BUILDING ----�- EDGE PURLIN WHERE MAX. COMP. FORCE 16429 LBS. GIRT APPLICABLE) OVERHEAD/CANISTER MAX. I AT[RAI IOR(1 1381 l WhID_LOAD WIND SPEED = 80 MPH I ' 7 DOOR JAMB SECTION MAX. UPI IF 1920 Ltd EXPOSURE = B C 2X BLOCKING X-BRACE LOAD?;-STEEL FRAME NCSCALF (24" LONG) D1 * �* ''] p - [Qs Cc. Cq I I OR COLUMN ROOF: 1576 LBB, Qs (PSF) - 164 OUTSIDE FACE SIDEWALL: 2439 LBS. Q1�� Ce - 0.67 OF BUILDING TYPICAL DOOR NOTES: ENDWALL: 2486 LDa- �� 1 N 1 - 1.0 1 ) SEE SHEET 1 FOR LOCATION AND NUMBER «1438 F-Q I Cq -`- - TYP GIRT �-JOUBLE GIRT OF DOORS AND DIRECTION OF SLIDE OF I " �~` WINDWARD WALL_ 0.8 8.8 PSF 1 SLIDER DOORS. LEEWARD WALL 0.5 5.5 PSF 112" DIAM A.B DOOR OPENING 2) MAXIMUM DOOR SIZES: LEEWARD ROOF 0.7 7.7 PSF WITHIN F" OF .LAME; SLIDER: 16'X 16, ( ►J.INN'N� / � 930 ��`� WINDWARD ROOF 0.9 9.9 PSF 6 OVERHEAD SPRING BOX `'R` `rF WALL ELEMENTS 1.2 13.2 PSF 5 OVERHEAD/CANIS? ER DOOR FRAMING DETAIL OVERHEAD AND CANISTER : 14 X 1 6 IgE 30 ` 7�y M L`I) D1 N`'s`ALE 3) THESE DETAILS DO NOT APPLY TO BI-FOLD ROOF ELEMENTS 1.3 14.3 PSF D1 OR TRI-FOLD DOORS. TH M. LSO 4) SLIDER DOOR OPENING DIMENSION SEISMIC LOAD • (PAGES C1-C12, CSA, FO-F16,WU-W8) I - 1.0 REFERENCES ARE NOMINAL, NOT AMJAL. ( N. FL.� C = 2.75 ASK4 ENGINEERING, INC. Z = .4 (MAX.) 39084 Proctor Blvd., Suite "C" ! Rw = 6 WEE STEEL SALES, INC. DOOR FRAMING DETAILS ASK4 Engineering, Inc. E B BY _ LC Sandy, OR 97055 V = (Z*I*C/Rw)'W = .18W = .54 PSF WIND GOVERNS I ?' RUBEN LANE, BOX 9 39084 Proctor Blvd. Suite 'C' 1EEL DAA -�1=�L?__. (503) 668-6550 N� OR 97055-9377 Sandy, OR 97055 JOB NO ctr 2Z -14U sC3) 668 326, - (503) 668-6550 BUILDINGS SHT D 1 OF A pVKION C�WEP M SALES W - --- __ 11111'95-0407 k 11111195-0 PIS HI IP 91-0407 k HI II'95-114115 lit 11'9i-(!407 1`11111'09414!K --- Page C1 9/1, 95 Page C2 9/1/95 R14R SW I)IIIIIIANI RD 9148 SW IHIRIIAM 1111 R14R SW I)I!RIIAM RI) 19 01:65 69 200I:65 2101:65 Ii this 11olice :(I)ll'e •'s clearer 11).111 the JUN 0 1 2000 docrlmenl, the (lucilment is ()i 111:11.011al qu:llil�• Illll'rohilll('(I INCk MADE IN CH INA I I ay y a5, I !I IIIA! I I II II 1p;IIl iil ,ill ii.ri Illi) II!' '! ii!ii '''IiiI ii' r 'i' ! n 1 1 i:'1'l" ""1 11!Ir 1 111x11 , 1111 1 111 111 Iln,l nllull „111, 1 llnl , ( Illlllllljll,l!,Ill,.11illlli, 13 Is 1 8 is r,l„{,., ..,ll{r„! Illl. .lllt... .ILIII..t..tllil,..Ilf.,ll,... tt!, .Illi!!t !{!il! ISI !II!Iii!!!!!1i11t!I!IUn,!!!.III!I!!!!II11!!!!..{IH.tll,ll j Ili,, ,,,lII11�,,,. ,Ilr{Ir,IJllll„ ! I,,,1,11! II II11!11I:1!111: .1 ! Ir,lllil .,rl .i 111x"11 u,l" ew. a 1 i 1 0 4 i I i ! r C i (rA.)III_L 43 CALCULATIONS 0_A:D.III L #3 CALCULATIONS CASTILE #;, CALCULATIONS CASTILE #3' CALCULATIONS HEADER DLSIGN O'HEAD ULAD LOADS ROOF PURLIN DESIGN SECT IQH PROPERTIES LENGTH 16.00 FT. SPAN 16 FT. GAUGE: 16 MAX. DIST. JAMB TO FRAME 1.0 FT. ROOFING 0.7 PSF LOAD (DL+SL) 57 LBS./FT. DEPTH: 6 in DOOR WIDTH 14.00 FT. (2)-2X6 HORIZONTAL S Sh = 15.1 in.^3 PURLIN 1.4 PSF LOAD &ND-DL) 25 L.BS./FT. WIDTH: 1.625 in DOOR HEIGHT 14.00 FT. (2)-2X8 HORIZONTAL S Sh = 26.2 in.^3 INSULATION 0.4 PSF BENDI MOMENT(DL+SL) 21888 IN.-LBS. Sx: 1.011 in^3 MOMENT 1113 FT.-LBS. MISC. 1 PSF BENDING MOMENT(WIND-DL) 9424 IN.-LBS. Ix: 3.043 in^4 SEC.MOD.REQ. kHORIZ. DIR.) 8.79 IN.^3 +Mallow 29540 iii-Ib MAX. SHEAR 790 LBS. MAX DEFL. 1.19 IN -Mallow 17758 in-Ib MIN. HORIZ. AkEA 9.36 IN.^2 _ TOTAL DL= 3.5 PSF SPAN/ 161 USE ---> (2)-2X6 HORI70NTALS F RAMS ANALYSIS LOAD COMBINATIONS LL+DL ENDWALL RAFTER SECTION PROPERTIES INTERIOR PARTITION WALL RAF I[K SECTION PROPERTIES DL+WL BACKSPAN LENGTH 14 FT. BACKSPAN LENGTH 14 FT. CANTILEVER LENGTH 6 FT. C6X8.2 STEEL CHANNEL CANTILEVER LENGTH 6 FT. C6X8.2 STFEL CHANNEL ;)IA-NDARD MATERIALS POSITIVE LOAD 238 LBS./FT SECTION MODULUS 4.38 IN.^3 POSITIVE LOAD 466 LBS./FT. SECTION MODULUS 4.38 IN.^3 UNPR. LENGTH @ CANT. 6 FT. AREA 2.-r IN.^2 UNBR. LENCTH @ CANT. 6 FT. AREA 2.4 IN.^2 ROOF SHEATHING (min.) NOR CLAD 30 ga UNBR. LENGTH @ BKSPN. 14 FT. MOMENT OF INERTIA 13.1 IN.^4 UNBR. LENGTH @ BKSPN. 14 FT. MOMENT OF INERTIA 13.1 IN.^4 (-M) Fb @ CANT. 18285 PSI (-M) Fb @ CANT. 18285 PSI WALL SHEATHING (min.) NOR CL AD 30 ga (-M) Fb @ BACKSPAN 7849 PSI C7X9.8 STEEL CHANNEL (-M) Fb @ BACKSPAN 7849 PSI C7X9.8 STEEL CHANNEL DL+SL POSITIVE MOMENT 3886 FT.-LBS. SECTION MODULUS 6.08 IN A3 DL+SL POSITIVE MOMENT 7608 FT.-LBS. SECTION MODULUS 6.08 IN.^3 ROOF PURLINS 16ga 6X1 5/8 USE ---> 16 a 6X1 5/8 WITH (2) #10 SCREWS EA. END DL+SL NEGATIVE MOMENT 4284 FT.-LBS. AREA 2.87 IN. '2 DL+SL NEGATIVE MOMENT 8388 FT.-LBS. AREA 2.87 IN.^2 DL+SL MAX. SHEAR 1972 LBS. MOMENT OF INERTIA 21.3 IN,^4 DL+SL MAX. SHEAR 3861 LBS. MOMENT OF INERTIA 21.3 IN.^4 WALL GIRTS 2X6 DF-L #2 WALL_ GIRT DESIGN SECTION PROPERTIES WIND POSITIVE MOMENT 1767 FT.-LBS. WIND POSITIVE MOMENT 3534 FT.-LBS. SPAN 16 FT. grade WIND NEGATIVE MOMENT 1603 FT.-LBS. C8X11.5 STEEL CHANNEL WIND NEGATIVE MOMENT 3205 FT.-LBS. C8X11.5 STEEL CHANNEL STRUCTURAL STEEL A36 (FY=42 ksi min.) I UAD (WIND) 26.3 LBS./FT. 2X6 2 WIND MAX. .HEAR 813 LBS. SECTION MODULUS 8.14 IN.^3 WIND MAX. SHEAR 1627 LBS. SECTION MODULUS 8.14 IN.^3 AREA 3.38 IN.^2 AREA 3.38 IN.^2 STRUCTURAL BOLTS At-LOW. SWESS (Pb') 1933 PSI GIRT DEPTH: 5.5 IN. SECTION MOD. REQ. (IN^3) 2.81 Ih.^3 MOMENT OF INERTIA _32.6 IN.^4 SECTION MOD. REQ. (IN^3) 5.50 IN.^3 MOMENT OF INERTIA32.6 IN.^4 PEAK 3/4 in. DIA. ASTM A-307 BOLTS At-LOW. SThESS(Fv') 95 PSI SECTION MODULUS 7.56 IN.^3 USE -- > C6X8.2 STEEL CHANNEL (UNBRACED) _� USE -> C7X9.8 STEEL CHANNEL (UNBRACED) EAVE 3/4 in. DIA. ASTM A-307 BOLTS SHEAR 211 LBS. AREA 8.25 IN.^2 MOMENT 843 FT.-LBS. MOMENT OF INERTIA 20.8 IN.^4 Q=MNS 2. 3. 1_3 AND 14 SECTION PROPERTIES COLUMNS 23-28 SECTION PROPERTIES ANCHOR BOLTS 2-3/4 in. DIA. ASTM A-307 BOLTS TRY: W6X15 TRY: W6X15 SECTION MODULUS REQ. 5.23 IN.^3 SECTION MODULUS 9.72 IN^3 SECTK)N MODULUS 9.72 IN^3 ' DEPTH ® END NOTCH: 5.50 IN. TRIG. WIDTH (WIND) 13 FT. AREA 4.43 IN.^2 TRIB. WIDTH (LAT. LOAD) 13 FT. AREA 4.43 IN.^2 SIDEWALL FOOTING: 16" BY 30" FOOTING W/ AREA REQUIRED (IN^2) 2.73 IN.^? COLUMN LENGTH 19.00 FT. RADIUS OF GYRATION 2.56 IN. COLUMN LENGTH 19.00 FT. RADIUS OF GYRATION 2.56 IN. y (1) - #4 TOP AND (3) - #S BOTTOM MALDEFIECDQN OK TRIB. AREA (DL + SL)) 114.3 FT.^2 MOMENT OF INERTIA 29.1 IN.^4 TRIB. AREA (DL + SL)) 228.6 FT.^2 MOMENT OF INERTIA 29.1 IN.^4 2X6 1.10 IN. LOAD (DL+ SL + FL) 16 29 LBS. FLANGE WIDTH 5.99 IN. LOAD (DL+ SL + FL) 32858 LBS. FLANGE WIDTH 5.99 IN. CONCRETE 2500 PSI @ 28 DAti SPAN/ 175 OUTWARD MOMENT (WIND) 7727 FT.-LBS. rT 1.61 IN. OUTWARD MOMENT(LAT LOA[ 2933 FT.-LBS. rT 1.61 IN. INSIDE FLANGE UNBR. LENGTH 12.0 FT. d/Af 3.85 1/IN. INSIDE FLANGE UNBR. LENGTH 12.0 FT. J/Af 3.85 1/IN. X-BRACE: ROOF 'FLO••LOC FWC 250 BA' UISE ---> 2X6 DF-1 #2 WITH (2) #10 SCREWS EA. END SLENDERNESS RATIO 89.1 OK SLENDERNESS RATIO 89.1 OK SIDEWALL 'ILO-LOC FWC 250 BA' Cc 126.1 L/rT 89 Cc 126.1 L/rT 89 ENDWAL L TLO-LOC FWC 250 BA' ALLOW. AXIAL STRESS (PSI) 19084 Lc = 6.3 FT. ALLOW. AXIAL STRESS ("SI) 19084 Lc = 6.3 FT. ACT. AXIAL STRESS (PSI) 3708 fa > .15*Fa Lu = 12.0 FT. ACT. AXIAL STRESS (P'-.; 7417 fa > .15*Fa Lu = 12.0 FT. E:NDWALL RAFTER C6X8.2 STEEL CHANNEL (UNBRACED) ALLOW. BENDING STRESS(PSI) 28800 ALLOW. BENDING STRESS(PSI) 28800 ACT. BENDING STRESS (PSI) 9540 EQ. (F1-6) Fb = 17200 psi ACT. BENDING STRESS (PSI) 3621 EQ. (F1-E) Fb = 17200 psi ENDWALL COLUMN W6X15 BRACED 0 12 FT MAX. FINAL UNITY 0.61 OK FINAL UNITY 0.60 OK �P�C1A� INSPECTIO DEFLECTION 0.60 IN. EQ. (F1-8) Fb = 21645 psi DEFLECTION 0.60 IN. EQ. (Ft •8) Fb = 21645 psi NS REOUIRFD: STRUCTURAL WELDING =SPAN/ 383 OK F e - 18807 psi ==SPAN/ 383 OK F f- = 18807 psi (AS PER U.B.C. SEC. 306) � USE ---> jW6X15 BRACED @ 12 FT MAX. USE ---> lW6X1 5 BRACED @ 12 FT MAX. -� Ht IP 9.4-0407&Ht Ip 95-0405 Page C Ill IP 95-0407&Hl IP 9°-4o5 1" OUP95-0407&95-04117&Ill IP os.11. i RUP 95.0407&RUP 95.11.111 r 8148 SW DURIIANI RD 9 3 )/1/95 Page C4 9/1/95 lu Page C5 9/1/95 8148 SW DURHAM RD Page CSA 9/1/95 8148 SW DURIIAM RD 8148 SW DI IRI IAM RU 22 of 65 23 01:65 2401:65 25 01:05 CASTILE #3 CALCULATIONS CASTILE #3 CALCULATIONS CASTILE #3 CALCULATIONS CASTILE #3 CALCULATIONS BOLTED FRAME CONNECTIONS COLUMNS-1 AND 1 S BOLTED I RAMS PEAK- (SLL F RAMLAjyALYSIS RESULTS FOR MOMENT VALUE LATLRAL BRACING,LOADS CONCRETE STRENGTH (fc) 2500 psi SECTION PROPERTIES ROOF X-BRACE: 1576 USE -> 'ILO-LOC FWC 250 BA' X-BRACE ALLOW. SOIL PRESSURE 1 500 PSF TRIB. WIDTH (WIND) 7 FT. TRY: L4X4X1/4 DI. + SNOW WIND LOAD SIDEWALLS X-GRACE: 2439 USE ---> 'ILO-LOC FWC 250 BA' X-BRACE UNBRACED LENGTH 2 FT. SECTION !JS 1.05 IN^3 F NDWALL X-BRACE: 2486 USE --> 'FLO-L0: FWC 250 BA' X-BRACE LNDWALL CONTINUOUS FOOTING TRIB. AREA (DL + SL) 56 FT.^2 AREA 1.94 IN.^2 BOLT TENSION LOAD (LBS.) 13832 6801 DEPTH OF FTG. BELOW GRADE 12 IN. (MIN.) LOAD(DL + SL + FL) 8680 LBS. RADIUS OF GYRATION 1.25 IN. # BOLTS IN TENSION GROUP ?_ 1 DESIGN SOIL PRESSURE 1?00 PSF MOMENT (WIND) 46 FT.-LBS. COLUMN WT. 6.60 L.BS./FT. AREA OF 3/4" DIA. BOLT 0.4418 0.4418 :N.^2 FOOTING WIDTH 14 IN. ALLOW. TENSILE STRESS 20000 26667 PSI FOOTING DEPTH 24 IN. (MIN.) SLENDERNESS RATIO :9.20 OK ACT. TENSILE STRESS = 15654 15394 PSI OK LOAD ON FTG. 16429 LBS. Cc ALLOW. AXIAL STRESS ,.26.10 20644 PSI FOOTING AREA REQUIRED 13.7 F�T.^2 USE ----> 3/4 in. DIA. ASTM A-3 7(�BOLTS DESIGN d 20.0 IN. ACT. AXIAL STRESS 4474 PSI OK 1 UPPER, 2 LOWFR FOOTING DESIGN LENGTH FTG. REQ'D(DL+SN) 11.7 FT. OK ALLOW. BENDING STRESS 33516 PSI LENGTH FTG. REQ'D (UPLIFT) 3.5 FT. OK ACT. 4ENDING STRESS 527 PSI OK FINAL UNITY 0.23 OK BQL1 ED FRAME EAS-(SEE FRAML ANALYSTS RUJIJ3 FOR MOMENT VALUES) ALLOW. SOLI_ PRESSUREE 1 1500 PSF VALUES) CONCRETE STRENGTH 500 psi TOP BOTTOM USE -> L4X4X1/4 � Mu DESIGN MOMENT(FT.-LBS.) 990 40967 DL + SNOW WIND LOAD NOTE: FOOTING SHALL EXTEND BELOW LOCAL FROST DEPTH. CONSULT a= 0.02 0.94 L OCAI BUILDING DEPARTMENT FOR. REQUIREMENTS. AREA OF STEEL REQ. 0.01 0.62 (A.C.I. FLEXURE TABLES) COLUMNS 4 AND 12 BOLT TENSION LOAD (LBS.) 12.262 17315 AREA OF STL. PROVIDED 0.20 0.62 OK SECTION PROPERTIES # BOLTS IN TENSION GROUP 2 2 SIDEWALL CONTINUOUS FOOTING TRIB. WIDTH (WIND) 8 FT. TRY: L4)' 'X.375 AREA OF 3/4" DIA. BOLT 0.4418 0.4418 IN.^2 USE -----> 14" BY 24" FOOTING W/ (1) - #4 TOP AND (2) - #5 BOTTOM UNBRACED LENGTH 14.00 FT. SECTION MODULUS 1.52 IN^3 ALLOW. TENSILE STRESS 20000 26667 PSI DEPTH OF FTG. BELOW GRADE 12 IN. (MIN.) TRIB. AREA (DL + SO 72 FT.^2 AREA 2.86 IN.^2 ACT. TENSILE S1 RESS = 13877 19596 PSI OK DESIGN SOIL PRESSURE 1125 PSF LOAD (DL + SL + FL) 9160 LBS. RADIUS OF GYRATION 1.23 IN. FOOTING WIDTH 16 IN. (MIN.) MOMENT (WIND) 2582 FT.-LBS. COLUMN WT. 9.8 LBS./FT. USE ----> 3/4 in. DIA. ASTM A-307 BOLTS FOOTING DEPTH 30 BS. MOMENT OF INERTIA 4.36 IN.^4 ? OUTER, 2 INNER LOAD ON FTG. 23900 LBS. SLENDERNESS RATIO 136.59 OK FOOTING AREA REQUIRED 21.2 FT.^2 Cc 126.10 3/4" DIAM, ANCHOR BOLT DESIGN NORMAL WT. CONCRETE DESIGN d 26.5 IN. ALLOW. AXIAL STRESS 10646 PSI NUMBER OF ANCHOR BOLTS 2 STRENGTH (f'c): 2500 psi LENGTH FTG. REQ'D(DL+SN) 15.9 FT. LENGTH FTG. REQ'D (UPLIFT) 3.2 FT. OK AST. AXIAL STRESS 3203 PSI OK INSPECTION REQUIRED? NO ESTIMATED TOTAL VOLUME OF FTG. AND SLAB (+1096) 98 YDS. ALLOW. ''JENDING STRESS 30500 PSI 'X' BOLT SPICING 6 IN. ACT. BENDING STRESS 20383 PSI TOP BOTTOM FINAL UNITY 0.97 OK BOLT EMBEDMENT 7 IN. Mu DESIGN MOMENT (FT.-LBS,) 1071 80921 DEFLECTION 0.72 IN. EDGE DISTANCE 7 IN. a= 0.02 1.23 USF ---> 14X4X.375 Pc = 72484 LBS. AREA OF STEEL REQ. 0.01 0.93 (A.C.I. FLEXURE TABLES) Ps = 45936 LBS. AREA OF STL. PROVIDED 1 0.20 1 0.94 JOK Vc = 30787 LBS. USE ---> 16" BY 30" FOOTING W/ (1) - #4 TOP AND (3) - #5 BOTTOM CONNECTIONS Vs = 38280 LBS. I - - WIND UPLIFT (ULT.) 9698 LBS. ROOF SHLAI}HINQ WIND SHEAR (ULT.) 6807 LBS. (SEE U.B.C. SEC. 2624) (NO SHF AR RE INF. REQ'D) FASTEN TO PURLINS WITH #10 SCREWS @ 9" O.C. DL+SNOW SHEAR (ULT.) 9115 LBS. WALL SHEATHING DL+SNOW U.B.C. SEC. 2624 UNITY: 0.13 THRUST la` ;ASE: 2762 LBS. ROOFFASTEN TO GIRLS WITH # 10 SCREWS @ 9" O.C. WIND U.B.C. SEC. 2624 UNITY: 0.10 OK FOR COMBINED STRESS As (GRADE 40 ) HAIRPIN = 0.00 IN.^2 �'I�j�1.l1V CONNEC WITH (2) #10 SCREWS EA. END USE ----> 2-3/4 in. DIA. ASTM A-307 BOLTS NO HAIRPIN REQUIRED WALL GIRTS �---- - CONNEC WITH (2) #10 SCREWS EA. END USE 3/8" FRAME BASE PLATESBUP Ill IP 95-1407&Ill IP 95-0405 ! Ill 95-0401&Hl IP 95.0405 HIIP 95-040'1&Ill ip 95-10405 148 SW I)l7 Rc Ilt IP 95-(►.Ilii 9149%W DI IRI IAM RD Page C7 9/1/95 Page C8 9/1/95 R14R SW DlIR11AM R1) Page C9 9/1/95 R14R SW UI IRI IAM RD Page C6 9/1/95 R14R SW DURIIAM RD 2�i oP 65 27 OF 65 29 OF 65 29 OF 65 If this notice appears clearer than the JUN 0 1 2000 I) culnent, the document is of marginal quality. 1111c'I'c1f 11 i11C•ll II )T�I�1(I�II !!!�! (l� I�I�I i I�I�I�I�I, I,f il!�;'lIIII' I!!I ! !�!�I (1i�(�I�I; l �I I II!� ;! �i!iI; 1 f!Ij !lii!i!I iii�l �i�i�l��;i 1 I!lil�ill!iil! ! I�I�III;I!l;i I{I{!�I�!� III•! �, „�; a INCH MADE III CHMA14 it 711 It I 11 II III iil i II III I !iit I I ' 'illl'lil;{i!;I it ' r I I 'i r 'r11 r r 1 II ��t��e ' Ilr'I'- :nl r ,I IT— �Ilt tlttr r Irr ntlrrr Irt i•r II,Illlli�llr,!IIII,.lIIlIlI�II,,,IIII�11111l.111111. .I11!!,!„ ILII. ,ll I,li...,lllll.{.!1111, I! I! .�llilllllilllll� ,!!1!1!1!!14. !i!1h!lulhi,!1!!III!!.!!!�t111! t.!!III! II!!!ilntill!ii III„ IMI) IitII I III !! ,,l III{ i !III ,Illllirr'mill! it :�,r u. rn r rr nn t ur "rnr i 1 II } rig 1 FRAME DIAGRAM-DL+SL TOTAL DOWNWARD LOAD - 30 PSF, 16' FRAME SPAGNG I GLB DESIGN CHART GL.13 DESIGN CHART PAGE F� 1 FRAME MAC file: •M4C-1 G(1 o)DL+SL; Last modified at 1 1:44:1 7 AM on Mon, Jan 30, 1995 Aoove each load are the magnitudes In Ib, Ib/ft. and Ib-ft. next to each support are reactions In Ib anc' Ib ft. > I I ( , I I I I I I BEAM LOCATION: LOFT BEAMS FLOUR MEMBER? YES BEAM I_O--AT10N: LOFT BEAMS FLOOR MEMBER? YES Positive reactions and oeformat,o� are to she right, upwards, and counter-clockwise. I � � � � � � � � � �I v � C INT. WALL UNBRACED LENGTH FT : 13.40 it �Ik �! iR alk =Ik ae: a a� a� a z 1 3 ( ) @ ENDWALL UNBRACED LENGTH (FT): 13.40 A ^I•� .� Ii1. A �� , Q cV I N N M N I N,cV M C9 V j � �+ 1'rw. �rvl�. ... �. - I I � I , DEPTH (In) WIDTH (In) LENGTH (ft) Fb Cd w., Cv a 13 5 13.41 _.._.. _•....W__._. C In WIDTH ((in) LENGTH (ft) Fb Cd v Cl z 19.5 5.125 13.41'* 2400: 1 0.996 G.950 j c �+ r. N I m (o N o c• ,n v I _..._.__...._.... ...................._............. 5 .................x1400.'........_....................1... 1 J00 0.972 C7 o •- .- N r)'ch v In o W Q PI (psf) 125 PI (psf) 125 Q .E 0 0 0 0 0 0 0l o o U cc Pd (psf) 10 Fv (psi) i b5 Pd (psf) 10 Fv (psi) 165 FY 6 Z C7 I I M max (ft-Ib) 48481 Fv' (psi) 165 M max (h Ib) "24241 Fv' (psi) 165 FY=gsd`9� �`g!�Y=9 tj m Z ti' max (Ib) 105.2 Fbx' (Psi) 2280 V max (lb) 6021 Fbx' (psi) 2333 FY -9,, �3 4 3 �33 `9 5_Q,S Z O delta max Ix 435 delta max;lx 218 FY=93� �35 1'1=9'. ��yy FY 935 2 ,c 2 36 39 r .9 -r_ 35 g5 O FY-49 , 2 1 34 3E �41 1 FY 9 FY 9 FY=4o5 �olol�ln- oj� eo oleo O Q LL �L 42 U. J o 0 0 0 l o oio J I o u- M = Ix (in^4) 3167 n f t o oio o, o o ,� o!o o u Q O Sx (in^3 325 Ix (in 4) 1651 �1 �1 444 44E. 1 1 I a o 010 o o O -� ) Sx (in^3) 1.56 i 1 an a: I En A (in^2) 100 n 3 Q u A (in 2) 69 Q o I I O O cM=7 EY (psi) 1800000) 1600000 Ex (Psi) 1300000 1600000 .� Y1, 4- 60 E si y (P ) 7 a 59 Lr i L ( ,k Y 16 4�' 5 8 W zUt, I I a, r' v;'N o; . cp ' . 1'0 ix req'd (LL) 902 OK Ix req'rl (LL) 45 1 OK CL O O .- •- I N CV cl) c ca N I y 1 u_ Ix req'd (DL+LL) 650 OK LL Z Ix rey'd (DL+LL) 328 OK 6 14 9 5' lU I I I a: W o Sx req'd 2 8 5 OK Sx req'd 125 OK t D I I M C 'n o A req'd J m co 100 OK A req'd j / ! _ 55 OK r z I I pj� Control: Area Control: Sx 15 55 1 I I I I Z a C7 I V ! ~ 1 c:, C) 3 Overby: 096 Cal I I i OD ao CID 0 0 o o ca a •r 2 H u-i Over by: 2590 S 54 �+ r r r r �• J V tD L'- ► I I W Q z Q. CL !• RfX. 2248. RfX= ->94 I g 6 1 I C I Itn W Q RfY= 9600�,y 12 RfY= X60 I O W W LU I i ~!2 CC W Ir Q >«c l Z rt �� M x xT. SAV E � 0/0!00 = ;.. 00011) 00100c0 -'W'W ¢ W I ZZ- � �. PS A . "[ Q � , �l v �n In o o w l In N 0 CW I AD N,o 1C) o o R Q Q U W 11 �y AA LLI N 0!111 w SIN N N N crllM, . O = Z 4 `� i LL' WI� C - -� z O WI • - ? 11: - • I ~ >- If u. m � I Nig 0WOm0 � r ccr) C\j 1r- 8ifa0O 7 0 ! E , 0 CY I- O u_ i I c'0 qV lin � m o N t0 ._ 1:1) 1 u- ILL Q W d.l I •- � �- IN r) ILL. Ila I --- JI� � W Q o 1 r N c7 t!) c0 f► cc 01 Q �I ' Q 8, I ASK4 ENGINEERING ASK4 ENGINEERING 390214 Proctor Blvd, Suite 'C' 39084 Proctor Blvd, Suite 'C' I I r Sandy, Or 9711 S :.sandy, Or 97055 (503) 668 (503) 668-6550 • Cl) Q cal ti Q, Q,I fV M ti rn o N M v an ca n ao rn o OtIP 95-(1407 8t 1111111`95-0405 N N N N N N N N N N M Page .� Ill Ip 95.04()7,�III 11'95-(14(15 Page L 914%SW pllRllAM Rh HU y5 W.,7 a))I 1p y5{)40s - !1111'95-0407&H111'9S p4bi %148 SW DI RI) 8148 SW DI IRIIAM RD 3301--65 %148 SW L)11R11AM RU 32 OI'65 30 OF 65 31 OF 6t 14:10 bt A40.16116)DL+SL (ltl W%'1111nO MS 9b18 tiot'(ribdno QIP LobwilfI dntl A40.16;16)DL+SL A40.16(16)DL+SL A40.16(16)DL+SL A �B C D E F G H I A B C D E F G �H I A B C D E F G n I� J K L M N 0 P 0 IR�S T 1 From To Sect ,) Length Moment ofI Section X-sec. Section Web 51 L- 26 l_1.5X1.5X •,30 2.F3 0.0E 0.08 0.37 1 .50 0.12 101 4; 58 21)11X.109 1 .60 0.02 0.03 0.?t ' .0(� 0.11 1 Radius ofIRadius ofl Unit i Total Max. Ten. (+) Max. Ten. or Max. Moment Max. abs. U- C'c 2 Node Node I name ft. �-inertia modulus area depth t 52 25 27 L3X2X.25 1 2.00 1 1.09 0.54 1 .19 3.00 0.25 1 0 2 4 e 61 L3X2X.25 1 .55 1.09 0.64 1.19 3.00 0.25 2 ration gyration weight weight or comp. (-) or comp. str. (absolute) bend. str. _ 3 in••4 in-#3 in-2 i In In 53 25 2 6 L1 X1 X.109 2.!10 0 J2 0.03 0.21 1 .00 0.11 1 0 3 49 58 L1 X1 X.109 2.45 0.02 0.03 0.21 1.00 0.11 3 (Rz) in (Rb) In Ib/tt Ib Ib 1 psi Ib-ft psi a 42 FRAME WEIGHT = 813 LBS. 54 26 29 L3X3X.1875 ' 4.00 ;J.96_ 0.44 1.09 3.00 0.19 1041 49 57 L1 X1 X,109 1.41 0.02 0.03 0.21 1.00 0.11 q I 5 EFFICIENCY RATINQ 0.64 _ + 5 5 2 6 2 7 L2X2X.125 2.83 0.19 0.13 0.48 2.00 0.12 10 5 4 9 5 6 L1.5X1.5X.130 2.45 0.08 0.08 0.37 1.50 0.12 5 6 1 O L3X2X.25_ I 0.45 1.09 0.54 1 1 .19 3.00 0.25 56 27 2 8 L3X2X.25 2.00 1.09 0.54 1 .12 3.00 0.25 1 0 6 49 so L3X3X.25 _ 4.02 1.24 0.58 1.44 3.00 0.25 6 0.44 0.96 4.10 1.85 113.00 94.96 -205.0 -4555.6 # 0.99 L 1 17.4 7 2 t t L4X3X.375 0.33 3.96 1 .46 2.48 4.00 0.38 5 7 2 7 2 9 Lt.5X1.5X.130 2.83 0.08 0.08 0.37 1/50 0.12 t 0 5 0 51 L3X3X.25 4.02 1.24 0.58 1 .44 3.00 0.25 7 0.64 1.26 8.50 2.81 84.00 33.87 -1601.0 -13158.9 # 1.00 116.9 8 2 3 L3X2X.1875 2.00 0.84 0.42 0.90 3.00 0.19 58 28 30 I L3X2X.25 2.00 1.09 0.54 1.19 3.G'1 0.25 108 _50 56 L_1.5X1.SX.130 2.25 0.08 0.08 0.37 1.50 0.12 8 0.44 0.97 3.08 6.16 -4850.00 -5368.89 I 169.0 -4828.6 # 0.88 124.4 9 3 4 L3X2X,1875 _2.00 0.84 0.42 0.90 3.00 0.19 59 28 29 1 _ L1 X1 X.109 -y-2.00 0.02 0.03 0.21 ' •00 0.11 109 50 55 L1 X1 X.109 1 .04 0.02 0.03 0.21 1 .00 0.11 9 0.44 0.97 3.08 6.16 4576.00 5084.44 1 -148.0 -4228,6 0 0,88 ' 124.4 10 3 12 L2X2X.125 1 2.11 0.19 0.13 0.48 2.00 1 0.12 60 29 31 L3X3X.1875 1 4.11 0.96 0.44 1.09 3.00 0.19 110 50 54 L2X2X.125 2.26 0.19 0.13 0.48 2.00 0.12 10 0.40 1 0.63 1.65 3.48 5828.00 12141.67 28.0 2584.6 # 0.86 126.3 11 3 13 L2X2X.125 2.25 0.19 0.13 1 0.48 2.00 0.12 61 29 30 L1.5X1.5X.13.0 2.82 0.08 J-08 O.J7 1.5Q 0.12 111 51 52 L4X3X.375 0.34 3.96 1 ,46 2.48 4.00 0.38 11 0.40 0.63 ! 1.65 3.71 -4383.00 -9131.25 -49.0 -4523.1 # 0.86 126.3 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 I 1.09 0.54- I 1 .19 3.00 0.25 11 2 51 54 L2X2X.125 2.11 0.19 0.13 0.48 2.00 0.12 12 0.44 0.97 3.08 1 6.16 4607.00 5118.89 -_152.0 ! -4342.9 #; 0.88 124.4 13 a 13 L1X1X.109 1 .04 0.02 0.03 0.21 1 .00 0.11 63 30 31 Lt-5X1.5X.130 2.92 0.08 0.08 1 0.37 _ 1 ,50 0.12 113 52 53 L4XV.375 0.33 3.96 1 ,46 2.48 4.00 0.38 I 13 0.20 0.30 0.70 0,73 123.00 585.71 17,0 �_ 6800.0 #I 1 .00 116.9 4 5 6 I 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 2.48 4.00 0.38 1141 a 53 54 L3X2X.1875 2.00 0.84 0.42 0.90 3.00 0.19 14 0.44 0.97 3.08 6.16 9241 .00 10267.78 -140.0 -4000.0 1# 0.88 124.4 15 5 1 13 1 L1.5X1.5X.130 2.25 0.08 0.08 0.37 1 .50 0.12 65 31 34 L3X3X.1875 4.12 X0.96 0.44 1.09 3.00 0.19 115 54 55 L3X2X.1875 2.00 0.84 0.42 0.90 3.00 0.19 _ I '� _ _ _ 15 0.29 0.46 1.27 2.86 2894.00 7821 .62 9,0 1350.0 I#. 0.98 � 118.2 16 5 14 L1.5X1.5X.130 2.45 0.08 0.08 l 0.37 1.50 0.12 66 31 33 1 L1.5X1.5X.130 2.92 0.08 0.08 0.37 1.50 0.12 116 55 56 L3X2X.1875 2.00 0.84 0.42 0.90 3.00 0.19 16 0.29 I 0.46 l 1 .27 I 3.11 -2522.00 -6816.22 -18.0 -2700.0 # 0.98 118.2 17 S 1 7 �- L3X2X.1875 2.00 0.84 0.42 0.90 _ ".00 I 0.19 67 32 33 L3X2X.25 2.61 1.00 0.54 1 .19 3.00 0.25 117 56 57 L3X2X.1875 2.00 0.94 0.42 0.90 3.00 0.19 17 0.44 1 0.97 3.08 6,16 9255.00 10283.33 -152.0 -4342,9 1# 0.88 124.4 1 S 6 14 L1X1X.109 1 .41 0.02 0.03 0.21 1 .00 0.11 68 33 35 L3X2X.25 2.00 1.09 0.54 I 1 .19 3.00 G. '5 118 57 58 L3X2X.1875 2.00 0.84 0.42 0.90 3.00 0.19 18 0.20 1 0.30 0.70 1 0.99 100.00 476.19 10,0 4000.0 I# 1 .00 116.9 19 7 ! 8 L3X2X.1875 2.00 0.84--0.42 0.90 3.00 0,19 69 33 34 L1.5X1.5X.130 2.83 0 0.08 0.37 1 .50 0,12 119 58 59 L3X2X.1875 2.00 0.84 0.42 0.90 3.00 0.19 19 O.a4 0,97 3.08 1 6.1F 11881.00 13201.11 -133.0 -3800.0 # 0.88 124.4 2 0 7 1 L1 X1 X.109 I 2.45 0.02 0.0 13 0.21 1 .00 0.11 70 34 37 L3X3X.1875 4.00 0.96 0.44 I 1 .09 3.00 0.19 120 59 60 L3X2X.1875 1.34 0.84 0.42 0.90 3.00 0.19 2 0 0.20 0.30 0.70 1.72 1692.00 8057.14 3.0 1200.0 1#j 1.00 116.9 21 7 1 17 L1.5X1_5X.t30 2.68 0.08 0.0b 0.37 1.50 0.12 71 34 35 L1 X1 X.109 2.00 I 0,02 0.03 0.21 1.00 0.11 121 _ 6600 �61 L3X2X.25 2.06 1.09 0.54 1.19 3.00 0.25 21 0.29 0.46 1.27 3 a0 -1650 00 4459.46 -13.0_ -1950.0 i#1 0.98_ 118.2 22 _ 7 1 6 L1 X I X.109 1 .60 I 0.02 0.03 0.21 1 .00 I 0.11 72 34 36 L1.5X1.5X.130 2.83 0.08 0.08 0.37 1.50 0.12 1 2 2 61 I 6 2 L3X2X.25 0.45 1.09 0.54 1.19 3.00 0.25 22- 0.20 1 0.30 0.70 1.12 50.00 238.10 -7.0 -2800,0- 0"i 00 116.9 23 8 9 L3X2X.1875 1.34 0,84 1 0.42 0.90 3.00 0.19 73 35 36 L3X2X.25 _ 2.00 1.C9 0.54 1.19 ' 3.00 0.25 23 0.44 0.97 i 3.08 I 4.13 11883,00 13203.33 -100.0 -2857.1 I#j 0.88 ! 124.4 24 8 17 L1 X1 X.t 09 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 2 4 0.20 0.30 0.70 j 1 .25 -59.00 -280.95 -2.0 -800.0 #! 1 .00 116.9 26 9 18 _ L4X3X.375 2.06 3.96 1.46 X2.48 4.00 0.38 7s 36 37 L2X2X.125 2.83 0,19 0.13 1 0.48 1 2.00 0.12 25 0,64 1.26 8,50 17.51 •663.00 I -267.34 -1710.0 -14054.8 1#1 1 .00 116.9 26 9 1 0 L3X2X.25 2.06 1_.09 0.54 1 .19 3.00 0.25 76 37 40 L3X3X.187755. 4.00 I 0.96 0.44 1.0_9 3.00 0,'19 26 0.44 1 0.96 1 4.10 8.45 11347.00 9535.29 -576.0 -12800.0 1#1 0.99 117.4 27 9 17 L1 X1 X.109 2.23 0.02 0.03 0.2.1 1 .00 0.11 7 7 3 7 3 8 L1 X1 X. ' 2.00 0.02 0.03 0.21 1 .00 0.11 2 7 0.20 0.30 0.70 1.56 629.00 2995,24 2.0 800.0 # 1 .00 116.9 28 10 15 L3X2X.25 1 .55 �- 1.09 0.54 1 .193.00 0.25 78 37 39 1 L1.5X1.5X,130 2.83 0.08 0.08 0.37 1.50 0.12 28 0.44 0.96 4.10 6.36 ! 11838.00 9947.90 -435.0 -9666.7 1'I#'' 0.99 , 117.4 29 10 18 L2X2X.3125 2.54 C.42 0.30 1 1 .15 2.00 0.31 79 38 __39 L3X2X.25 2.00 1 .09 0.54 1 .19 3.00 0.25 29 0.39 1 0.60 rt 3.92 1 9.96 -13845,00 -12039.13 -52.0 -2480.0 I# 00 116.9 3 0 1 1 1 2 L4X3X.375 0.34 3 96 1.46 2.48 4.00 0.38 8 0 39 41 ; L3X2X.25 2.00 I 1.09 I 0.54 1 .19 3.00 0.25 3 0 0.64 , 1 .26 8.50 1 2.89 I -2861.00 -1153.63 -1601.0 -13158.9 1#! 1.00 116.9 31 12 1 3 L3X3X.25 4.02 1.24 I 0.58 1 .44 3.00 0.25 81 39 a0� L2X2X.1875+ 2.83 _� 0.27 0.19 0.72 2.00 0.19 31 0.91 i 0.93 4.90 19.70 1 -10323.00 •7168.75 -187.0 ; -3869.0 I#I 0.99 117.4 32 13 14 1 L3X3X.,' 4.02 .24 0.58 1 1 .44 +_3.00 0.25 82 40 ! 43 L3X3X,1875 4.00 0.96 0.44 1.09 3.Ov 0.19 32 0.91 I 0.93 1 4.90 22.51 -16846.00 -11698.61 -147.0 I -3041.4 # 117 4 0.99 3 3 1 4 1 6 L3X3X.25 A `2.01 1.24 0.58 1 .4a _3.00 0.25 8 3 _4 0 a 1 L1 X1 X.109 2.00 0.02 0.03 0.21 1.00 0.11 3 3 0.59 0.93 4.90 9.85 ! -20328.00 -14116.67 -193.0 1 -3993.1 # 0.99 117.4 34 15 I 19 L3X2X.25_ 2.00 1,09 O.F4 1 .19 3.00 _0.25 84 40 42 L1.5X1.5X.130 2.83 0.08 0.08 0.37 1.50 0.12 ' 34 0.44 0.96 4.10 8.20 6114,00 5137.82 -439.0 I -9755.6 #' 0.99 117.4 3 5 1 5 1 8 L3 K2X 1875 2.00 0.84 O.a� - 0.90 3.00 0.19 8 5 a 1 42 ! L3X2X.25 2.00 1 .09 0.54 1 .19 3.00 0.25 35 0.44 0.97 3.08 6.1 6 ! 7585.00 -8427.78 5.0 142.9_ # 0.88 124.4 3 6 1 5 2 0 L2X2X.1875 2.83 0.27 0.19 0.72 2.00 0.19 8 6 42 4 4 I L3X2X.25 2.00 1.09 0.54 1 ,19 3.00 0.25 3 6 0.39 0.62 2.44 6.9 i 8468.00 1 17F1.1 1 -73.0 I -4610.5 # 1 .00 116.9 37 16 _ 1 7 L3X3X.25 2.01 l 1.24 _0.58 1 .44 3.00 0.25 87 42 43 L2X2X.25 2-83_j__0.35 0.25 0.94 2.00 0.25 37 0.59 0.93 4.90 ! 9.85 -20332,00 -14119.44 -187.0 -3869.0 0.99 117.4 38 17 18 L3X3X.25 1.85 1.14 0.58 j 1 .44 3.00 0.25 88 a3 � 45 L4X3X.375_ 1.98 1 3.96 1 .46 2.48 X4,00 1 0,38 � 38 0.59 0.93 4.90 � 9.07 -22006.00 -15281.94 -176.0 -3641.4 # 0.99 117.4 39 18 20 L4X3X.375 1.99 3.96 1 .45 I 2.48 4.00 0.36 89 43 �L 44 j L1 X1 X.109 I 2.00 0.02 0.03 1 0.21 1.00 0.11 I 3 9 0.64 1 .26 8.50 16.92 -16971.00 1 -6843.15 -1767.0 -14523.3 I# 1 .00 116.9 40 19 21 L3X2X.25 1 2.00 1 .09 1 0.54 1 .19 3.00 0.25 1 90 4 3 4 L1 L2X2X.1875 2.82 ! U.27 0.19 0.72 2.00 0.19 4 0 0.44 _0.96 4.10 ' 8.20 6328,00 5317,65 -228.0 -5066.7 4 0.99 117.4 4 1 1 9 2 0 L1 X1 X.109 2.00 0.02 0.03 0.21 1 .00 1 0.1 1 9 1 4 4 4 8 L3�(2X.25 2.00 1.09 0.54 1 .19 1 3.00 0.25 4 1 0.20 I 0.30 _ 0.70 1.40 -x07.00 I •1938.t 0 16.0 ! -6400.0 1# 1 .00 16.9 4 2 2 0 2 3 L3X3X.1875 _ 4.00 0.96 0.44 1 .09 3.00 0.19 9 2 4 6 0 I L4X3X.375 2.06 3.96 1 .46 2.48 4.00 0.38 4 2 0.60 0.94 3.71 14.84 -4328.00 -3970.64 45.0 1227.3 I#' 0.88 124.4 -4-3- 2 0 21 1 L2X2X.25 2.83_ 0.35 0.2� 0.94 2.00 0.25 9 3 a 5 _4 8 L?X2X.1875 2.00 0.84 0.42 0.90 3.00 0.19 4 3 0.39 1 0.61 3.20 9.06 ' -9294.00 •9887.23 133.0 6384.0 # 1 .00 116,9 4 4 21 2 2 L3X2X,25 2.00 1.09 0.54 1 .19 3.00 0.25 9 4 4 5 6 1 L2X2X.3125 2.54 0.42 0.30 1.15 2.00 0.31 4 4 0.44 0.96 4.10 8.20 1 -5153.00 I •4330.-_25 -353.0 ! 7844.4 # 0.99 117.4 a5 21 23 Lt.5X1.5X.130 2.83 0.08 0.08 G.37- 1 .50 0.12 95 a5 a6 L3X3X.25 1.85 1.24 0.58 1 .aa 3.00 0.25 45 0.29 0.46 1 .27 ! 3.59 7201 .00 ! 19462.16 2.0 + 300.Ou #} 0.98 118.2 46 22 24 L3X2X.25 2.00 1.09 I 0.54 1 .19 3.00 0.25 96 46 60 L1X1X.109 2.23 0.02 0.03 I 0.21 1 .00 0.11 46 0.44 0.96 4.10 8,20 -4937.00 -4148.74 301.0 6688.9_ #1 0.99 117.4 4 7 2 2 2 3 L1 X1 X.t U9 _ 2.00 0.02 _ 0_03__x_- 0.21 1 .00 0.1 1 9 7 -4 6 5 9 L1 X1 X,109 i 1.78 0.02 I 01. .03 0.21 1 .00 0.1 1 47 0.20 0.30 0.70 1 .40 i -382.00 i -1819.05 12.0 4800.0 # 1 .00 116.9 48 �2_32.6 1 L3X3X.187� 4.00 0.96 O.aa 1 .09 3,00 `0.19 98 46 I 58 L1.5X1.5x.130 22.68 T 0.08 O.OA 0.37 1.50 0.12 48 0.60 0.94 3.71 14.84 5486.00 5033.03 _ 105.0 2863.6 J#1 0.88 124.4 2 3 I 2 4 L2X2X.1675 I 2.83 0.27 0.19 0.72 _2.00 0.19 9 9 4 5 4 7 L3X3X.25 _ 1� 2.01 I 1 .24 p 58 1 .44 3.00 0.25 47- 49 0.62 2.44 6,91 -6653.00 ' -9240.28 49.0 3094.7 # 1 .00 116.9 5 0 4 2 5 L3X2X.25 2.00 1 .09 0.54 1 .19 3.00 0.25 100 47 49 L3X3X.25 2.01 1 .24 0.58 1 .44 3.00 0.25 50 0.44 0.96 4.10 8.20 -12820.00 -10773.11 260,0 5777.8 # ' 0.99 117.4 i Page F1 WEB STEEL SALES, INC. 1/30/95 1►UP95-(14(1781101'95-041)5 age F2 WEB STEEL SALES, INC. 1/30/95 Page F3 WEB STEEL SALES, INC. 1/30/96 9149 SW I)t1RIlAM Rt) HIIP 95-(14/'7�I1UI'95-0405 Ill1P US-04117&IIUt")�-114115 Page Fa WEB STEEL SALES, INC. 1/30/95 8148 SW bl IR11AM RD 8149%W DURI IAM RU 35(l,65 36 0,"-65 37 01:63 If Illi,, 11olice appeal-F dearer 111:111 IIII' JUN 0 2 2000 dot imivrlt IIIc document is of 111,11- 111;11 E• I 111101•(11111111(! 1. .111 I ' I , 11 ; 1111 I . l ;!I ! ill! 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116 0.44 0.97 3.08 6.16 4607.00 5118.89 152.0 4342.9 1# 0.88 124.4 16 101 .4 63.9 37 13606 0.50 -0.00 I 24643 0.11 0.13 66 120.8 76.2 1 26 10229 0.04 *--- _ I 0.00 24643 0.07 0.07 6 7 0.40.96 4.10 12.53 17308.00 14544.54 332.0 I 73_77.8 # 0.99 1 17.4 1 1 7 0.4� 0.97 3.08 6.16 924 i .;,0 10267.78 140.0 x000.0 I# 0.88 124.4 1 7 54.5 24.7 244 18412 0.00 0.4, 22241 0.20 0.00 6 7 71.2 32.6 140 18232 0.60 0.00 25008 0.30 0.33 ----r-------� - 68 0.44 1 0.96 4.10_ 8.20 •16642.00 -13984.87 223.0 - 4955.6_ # _0.99 117.4 1 18 0.44 0.97 1 3.08 6.16 9255.00 10283.33 152.Q 4342.9 # 0.88 124.4 18 -84.6 56.4 47_ 16403 0.00 0.02 27720 0.14 0.00 - - -- _ -_ _ 68 54.5 25.0 239 20341 0.69 0.00 25008 0.20 0.21 6 9 0.29 0.46 1 .27 3.59 -1413.00 -3818.92- 7.0 t 050.0 '#; 0.98 1 18.2 1 1 9 0.4_4 0.97 3.08 6.t 6 t t 881.00 1320 t.t t 133.0 3800.0 M 0.88 124.4 1 4 54.5 24.7 244 18412 0.00 0.52 - 2224 t 0.17 0.00 - -r- - _ _ I -_- �� _ __. 6 9 t 17.1 73,8 2 7 10920 1 0.35 ! 0.00 _ 24643 0.04 0.05 70 _ 0._60 0.94 3.71 t 4.84 1 t 693.00 10727.52 _ t 47.0 4009.1 Y i _ _ # 0.88 124.4 2 0 147.0 98.0 1 1 6 691 1 0.00 0.32 27720 0.04 O.u0 I 0.18 0.00 - _ # 0.86 124.4 1 2 0 0.44 0.97 3.08 4.13 1 1883.00 13203.33 100.0 2857.t -.�-___-__- _�- __ 7 0 80.0 51.t 5 7 15694 0.00 0.43 22241 7 1 0.20 0.30 0.70 1 .40 -686.00 •3266.67 4.0 1600.0 1# 1 .00 116.9 1211 0.44 0.96 4.10 ! 8.45 11347.00 9535.29 576.0 2800.0 #; 0.99 117.4 21 110.9 69.9 31 12014 0.37 0.00 24643 Jv 0.08 0.09 ----^ -- 7 1 120.0 80.0 2 3 10370 0.32 --�- ---�---------,--'--- ; _ 0.00 27720 0.06 0.07 2 0.29 0.46 1 .27 3.59 2388.00 6454.05 8.0 1200.0 I# 0.98 119.2 122 0.44 0.96 4.10 1.85 113.00 94.96 -205.0 -4555.6 I#. 0.99 ! 117.4 22 9fi.0 ! E4.0�36 14fi16 0.00 0.01 27720 _ 0.10 0.00 72 117.1 1 73.8 27 10920 0.00 0.26 24643 0.05 0.00 7 3 0.4% 0.96 4.10 _8.20 -16863.00 -14170.59 _227.0 5044.4 # 0.99 117 a 23 36., 2 6.6 54_3 20006 0.00 0.52 !_?.224 t 0.13 0.00_ 7 3 54.5 ! 25.0 239 20341 0.70 0.00_ 25008 0.20 0.21 7 a 0.44-0.96 4.10 8.20 -12601.00 -10589.08 248.0 5511.1 #10.99 117.4 24 106.88 71.2 ! _ 29 I _ 12791 0.02 0.0027720 0.03 0.03 7 4 54.5 ! 25.0 239 20341 0.52 0.00 -j 25008 0.22 0.23 7 5 0.40 0.63 1 .65 4.67 -3947.00 -8222.92_ 35.0 3230.8 # 0.86 126.3 25 38.6 ! 19.6 T 388 22240 0.01 0.00_ 25200 0.56 0.56 7 5 84.9 53.9 51 14820 0.55 { 0.00 21601 0.15 0.18 7 6 0.60 0.94 3.71 14.84 5490.00 5_0_36.70 101.0 2754.5 # 0.88 124.4 2 6 56.2 25.88225 20146_ 0.00 0..^-,8 025 08 0.51 0.00 - _ _ _ 7 6 80.0 51.1 ! 5 7 15694 0.00 0.20 22241 0.12 0.00 7 7 0.20 0.30 0.70 1.40 -627.00.2985.71 10.0 4000.0 I# 1 .00 116.9 27 133.8 89.2 19 8341 _ 0.00 0.12 27720_ 0.03 1 0.00 7 7 120.0 ! 80.0 2 3 1 0370 0.29 0.00 1 27720 0.14 0.17 7 8 0.29 0.46 1.27 3.59 4800.00 12972.97 8.0 1200.0 # 0.98 118.2 28 42.3 19.4 398 21711 , 0.00 0.39 25008 T 0.39 0.00 78- 117.1 73.8 27 10920 0.00 0.51 24643 0.05 0.00 79 0.44 0.96 4.10 8.20 -12817.00 -10770.59 258.0 5733.3 N 0.99 117.4 29 78.2 50.8 58 17354 , 0.69- ,_0.00 27720 0.09 0.11 79 54.5 25.0 1_239 20341 0.53 0.00 25008 0.23 0.24 8 0 0.44 + 0.96 I 4.10 8.20 -4916.00 •4131.09 1 297.0 6600.0 i# 0.99 117.4 3 0 6.a 3 2- 14242 24868_ I 0.05 0.00 25200 0.52 0.52 8 0 54.5 25-- 0� 239 203x1 0.20 0.00 25008 ! 0.26 0.27 81 0.39 0.62 1 2.44 6.91 -6670.00 •9263.89 1 49_0 { 30_94.7 #! 1 .00 116.9 31 105.0 51.9 1 56 13068 ! 0.55 0.00 25008__ 0.15 0.18 81 87.1 54.8 50 16027 0.58 0.00 _ 25200 0.12 0.15_ r8 2 _0.6- O ,' 0.94 _ 3.71 14.84 -4336.00 -3977.98 46.0 1254.5 #' 0.88 124.4 3 2 105.0 i 51.9 56 13068 0.90 0.00 25008 0.12 0.15 j 0.25 1 0.00 22241 0.06 _ 0.06 _ 8 2 80 0 51.1 57 ! 15694 _ 3 3 40.9 ! 25.9 222 21855 0.65 0.00 1 25008 0.16 0.17 8 3 120.0 ' 80.0 ! 2 3 10370 0.18 0.00 1 27720 0.1 7 -T - 0.19 83 0.20 1 0.30 0,70 i 1 .40 -389.00 -1852.38 - 12.0 4800.0 �#, 1 .00 116.9 34 54.5 I 25.0 � 239 20341 � 0.00 0.20 25008 0.39 0.00 Is a 0.29 0.46 1.27 3.59 7192.00 19437.84 2.0 -300.0 I#1 0.98 1 18.2 8 4 1 17.1 73.8 2 7 1 0920 1 0.00 0.77 24643 0.01 0.00 8 5 0.44 ' 0.96 4.10 8.20 -5130.00 -4310.22 -348.0 -7733.3 # 0.99 117.4 35 54.5 i 24.7_ 244 18412 0.46 0.00 ! 22241 0.01 - 0.01 85 54.5 25.0 239 20341 0.21 0.00 25008 0.31 0.31 - 8 6 0.44 0.96 4.10 6.20 ' 6370.00 i- 5352.94 -225.0 I .5000.0 1# 0.99 117.4 3 6 87.1 54.8 50 16027 0.00 0.47 25200 0.18 0.00 66 54.5 25.0 239 20341 ! 0.00 0.21 25008 0.20 0.00 C 87 0.39 0.61 3.20 9.06 I -9315.00 -9909.57 ! 132.0 6336.0 N 1.00 116.9 3 7 40.9 25.9 222 21855 0.65 0.00 25008 0.15 0.17 87 87.1 55.7 48 16027 0.62 0.00 27720 0.23 0.29 �8 8 0.64 1.26 8.50 16.83 -16974.00 -6844.35 -1766.0 ( -14515.1 # 1.00 116.9 3 8 37.6 I 23.9 262 22186 0.69 I 0.00 25008 0.15 0.15 8 8 37.1 18.9 1 420 22392 0.31 0.00 25200 0.58 0.59 189 0.20 0.30 0.70 1.40 -414.00 •1971.43 -16.0 -6400.0 !#, 1 .00 116.9 39 37.3 1 19.0 416 I 22373 i 0.31 _�-0.00 25200 0.58 0.59 _ 89 120.0 80.0 23 10370 0.19 0.00 27720 0.23 ! 0.25 90 0.39 0.62 2.44 1 6.88 8423.00 11698.61 -73.0 -4610.5 # 1 .00 116.9 40 54.5 25.0 239 20341 0.00 1 0.21 I 25008 0.20 0.00 90 86.8 54.6 50 16074 0.00 0.46 25200 0.18 0.00 91 0.44 0.96 4.10 8.20 1 6158.00 5174.79 -436.0 1 -9688.9 # 0.99 117.4 41 120.0 , 80.0 23 10370 0.19 0.00 27720 1 0.23 0.25 191 54.5 25.0 i 239 I 20341 0.00 0.21 25008 0.39 0.00 42 80.0 51.1 57 15694 0.25 0.00 22241 0.06 0.06 9 2 38.6 ! 19.6 383 T 22240 0.01 0.00 25200 0.56 0.56 9 2 0.64 1.26 8.50 ! 17.51 I -663.00 •2�7.3a � •1710.0 -14054.8 ;#; 1.00 1 16.9 a 3 87.1 � 55.7 a 8 16027 0.62 _ 0.�0_ 27720 � 0.23 0.29 9 3 54.5 24.7 2aa t 8412 .a 93 0.44 0.97 3.08 6.16 .7560.00 -8400.00 ' 6.0 1 171.4 N 0.88 124,4 -.-I- 0 6 0.00 22241 0.01 0.01 9 a 0.39 0.60 3.92 9.96 •13847.00 -1204C'87 -62.0 -2480.0 N 1.00 t 16.9 4 4 54.5 25.0 239 20341 0.21 0.00 25008 I 0.31 0.32 9 a 78.2 50.8 58 17354 0.69 0.00 27720 0.09 0.11 9 5 0.59 0.93 4.90 ! 9.07 -22006.00 -1 5281 94 -176.0 1 •3641.4 i# 0.99 117.4 45 117.1 73.8 ' 27 10920 0.00 0.77 24643 0.01 0.00 95 37.6 23.9 262 22186 0.69 0.00 25008 0.15 0.15 9 6 0.20 0.30 0.70 1 1.56 629.00 2995.24 2.0 4 6 54.5 3 25.0 j 239 20341 0.20 0.00 1 25008 0.27 0.27 9 6 133.8 89.2 19 8341 0.00 0.12 27720 0.03 0.00 B00.0 # 1.00 6.9 4 7 120.0180.0 2 3 10370 0.18 1 0.00 27720 1 0.17 0.19 9 7 106.8 71.2 2 9 12791 0.02 0.00 27720 9 7 0.20 0.30 0.70 j 1.2_5 •59.00 -280.95 -2.0 -800.0 # 1.00 116.9 0.03 0.03 48 80.0 ! 51.1 57 Y 15694 0.00 0.20 22241 0.13 0.00 98 110.9 69.9 31 1201 a 0.37 0.00 24643 0.08 0.09 98 0.29 I 0.46 1.27 3.40 -1650.00 -4459 .4 •13.0 -1950.0 N1 0.98 118.2 49 ^87.1 54.8 50 _ 16027 0.58 0.00 I 25200 0.12 0.15 99 40.9 25.9 222 21855 0 65 0.00 I 99 0.59 0.93 4.90 9.85 -20332.00 14119.44- .187.0 -3869.0 I# 0.99 117.4 _ 25008 0.15 0.17 100 0.59 0.93 4.90 9.85 -20328.00 -14116.67 -193.0 -3993.1 # 0.99 117.4 50 54.5 25.0 239 20341 0.53 0.00 25008 0.23 0.24 100 40.9 25.9 222 21855 0.65 0.00 25008 0.16 0.17 lit )50407&IIIip 9"405ge F7 WEB STEEL SALES, INC. 1/30/95 Itllpy5-0407&Ijtjp954)405 Page F8 WEB STEEL SALES, INC. 1/30/95 Bl1P y5-0407&IiUP y5-(>i1p5 Page F5 WEB STEEL SALES. INC. 1/30/95 ��.- Page F6 WEB STEEL SALES, INC.IP1C1/3u/95 1tl iI y5-(WU7�HI1p y5.(►g11S 8148 SW I)(1RIIgM RD 8148 SW DURI IAM RD 8148 SW DURl IAM RD R 148 S1�'DIIRIIAM RD 38 01:65 39 OF 65 ao O1:65 41 OF 65 A40.16(16)DL+SL A40.16(16)DL+S . A40 t b(16)DL+5L A40.16(16)DL+SL U V W X Y 2 AA A8 AC AD AE AF AG qH At AJ AK AL AD - AE y AF ! AG AH At AJ AK AL AD - AE AF AG AH At AJ AK AL 01 96.0 ' 64.0 36 14616 0.00 0.01 27720 ! 0.10 1 0.On 1 FINAL ADD I New New New 1 STIFFENER From To Section 5 1 0 56_ NO 0.00 C.00 _ _2 4 2 6 L1.5X1.5X.13_0 1 O t U.t 1 NO 0.00 0.00 � _ _ 4 7 5 8 L1 X1 X.109 _ 1 0 2 42.3 19.4 398 21711 0.00 0.39 25008 0.38 0.00 2 UNF-(7 NEW 1b/Fb la/Fa Unity - Node Node �- name _- 5 2 - 0.75 NO 0.00 0.00 �- T 25 27 L3X2X.25 1 0 2 0.78 NO 0.00 0.00 -� - 48 61 L3X2X.25 1 0 3 147.0 98.0 1 6 � 6911 0.00 0.32 27720 0.04 0.00 3 ELEM. bending Axial I 5 3 0.43 NO 0.00 0.00 _ 25 2_8 � L1 Xt X.109 1 0 3 0.36 NO 0.00 0.00 4 9 5 8 L1 X1 X.109 __ 16403 ---- - - 1 0 4 84.6 56.4 -4 7� - 0.00 0.02 27720 0.14 0.00 4 54 0.58 NO 0.00 0.00 1 26 29 L3X3X.1875 1 0 4 0.16 NO 0.00 0.00 __ 49 57 L1 X1 X.109 !1 0 5 101.4 63.9 37 I 13606 0.50 0.00 24643 0.11 0.13 5 1 r - -- - 55 0.73 NO 0.00 0.00 ( 26 27 i L2X2X.125 1 0 5 0.64 NO 0.00 0.00 a 9 5 i L1.5X1.5X.130 1106 105.0 51.9 56 13068 0.90 0.00 25008 0.12 0.15 6 0.19 NO 0.00 0.00 1 10 L3X2X.25 56 0.91 NO 0.00 0.00 27 2 8 L3X2X.25 1 0 6 1.05 YES 0.14 0.78 0.93 L1 X1 X.109 I 49 50 L3X3X.25 1 0 7 105.0 51.9 56 13068 0.55 0.00 25008 0.15 0.t 8 7 0.52 NO 0.00 1 0.00 2 1 1 L4X3X.375 57 0.31 NO 0.00 0.00 ! 27 29 L1.5X1.5X.1301107 0.73 NO 0.00 0.00 50 51 L3X3X.25 _ 1 0 8 93.1 58.7 43 14911 0.00 0.31 24643 0.05 0.00 8 0.51 NO 0.00 0.00 2 1 3 L3X2X.1875 58 0.89 NO 0.00 0.00 - 28 30 L3X2X.25 1 0 8 0.37 NO 0.00 0.00 _ 50 -56 L1.5X1.5X.130 1109 62.4 41.6 86 19499 0.00 0.02 27720 0.25 0.00 9 0.39 NO 0.00 1 0.00 1 3 4 L3X2X.1875 59 0.41 NO 0.00 0.00 28 29 L1 X1 X.109 1 0 9 0.27 NO 0.00 0.00 50 55 L1 X1 X.109 110 67.5 42.9 81 16704 0.55 0.00 21601 0.21 0.24 1 0 0.60 NO 0.00 0.00 I 3 12 L2X2X.125 60 0.66 NO 0.00 0.00 29 31 L3X3X.1875 t 1 0 0.78 NO 0.00 0.00 5 0 5 a L2X2X.125 1 11 6.4 3.2 14242 24868 0.05 0.00 25200 _ 0.52 0.52 1 1 0.78 NO 0.00 0.00 3 1 3 L2X2X.125 61 0.39 NO 0.00 0.00 29 30 L1.5X1.5X.130 1 1 1 0.57 NO 0.00 0.00 I 51 5 2 L4X3X.375 112 _63.3 40.2 92 17124 ' 0.00 0.48 21601 0.12 0.00 12 0.40 NO 1 0.00 0.00 4 5 - L3X2X.1875 62 1.02 YES 0.21 0.68 1 0.89 L1X1X.109 30 32 L3X2X.25 112 0.60 NO 0.00 0.00 51 54 L2X2X.125 1 1 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 4 1 3 L1 X1 X.109 6 3 0.04 NO 0.00 0.00 30 31 Li.5X1.5X.130 1 13 0.53 NO 0.00 0.00 52 5 3 L4X3X.375 _ 114 54.5 24.7 244 18412 C.29 0.00 22241 0.22 0.22 14 0.59 NO 0.00 0.00 5 6 L3X2X.1875 64 0.16 ! NO 0.00 0.00 31 32 L4X3X.37,5 114 0.51 NO 0.00 0.00 53 54 L3X2X.1875 115 54.5 24.7 244 18412 0.00 I 0.20 22241 0.19 0.00 15 0.37 NO 1 0.00 0.00 5 13 L1.5X1.5X,130 65 0.70 NO 0.00 0.00 31 34 L3X3X.1875 115 0.39 NO 0.00 0.00 ! _ 54 55 L3X2X.1875 1 16 54.5 I 24.7 244 18412 0.00 0.20 22241 0.20 0.00 1 6 0.64 NO 0.00_ 0.00 5 1 14 L1.5X1.5X.13C 66 0.08 NO 0.00 0.00 ! 31 33 L1.5X1.5X.130 1 1 6 0.40 NO 0.00 0.00 1 65 56 L3X2X.1875 1 17 54.5 24.7 244 18412 0.00 0.41 22241 0.18 0.00 1 7 0.60 NO _0.00 0.00 6 7 L3X2X.1875 67 1 ,13 YES 0.31 0.68 0.99 L1 X1 X.109 32 33 L3X2X.25 1 171 0.59 NO 0.00 0.00 56 57 L3X2X.1875 _ 1 18 -_54.5 24.7 244 18412 0.00 0.41 22241 0.20 0.00 1 8 0.16 o_ 0 00 0.00 _ -� 6 14 L1 X1 X.109 68 0.90 NO 0.00 -_0.00 33 35 L3X2X.25 1 18 0.60 NO 0.00 0.00 57 5 8 L3X2X.1875 _ 1 1 9 54.5 24.7 244 18412 0.00 0.52 22241 0.17 �J.00 1 4 0.69 NO 0.00 0.00 _ 7 8 L3X2X.1875 69 0.40 NO 0.00 13.00 33 34 L1.5X1.5X.130 1 19 0.69 NO 0.00 0.00 58 59 _ L3X2X.1875 1 2 0 36.5 t 6.6 543 20006 0.00 _ 0.52 22241 0.13 0.00 2 0 0.36 NO I 0.00 r 0.00 7 1 a L1 X1 X.109 7 0 0.61 NO 0.00 0.00 _ 3 a 3 7 L3X3x.1875 1 2 0 0.65 NO 0.00 0.00 59 i 60 L3X2X.1875 121 56.2 25.8 225 20146 0.00 0.38 25008 0.51 0.00 21 0.46 NO 0.00 0.00 7 17 L1.5X1.5X.130 71 0.38 NO 0.00 0.00 34 35 L1 X1 X.109 121 0.89 NO 0.00 0.00 60 61 L3X2X.25 - 1t22 12 °: 5.6 4720 24311 0.00 0.00 25008 0.18 0.00 22 0.11 NO 0.00 ' 0.00 7 16 L1 X1 X.109 72 0.30 I NO 0.00 0.00 34 36 L1.5X1.5X.130 122 0.19 NO 0.00 0.00 w 61 62 1 L3X2X.25 23 0.65 1 NO 0.00 0.00 8 9 - L3X2X.1875 73 0.91 NO 0.00 0.00 35 36 _ L3X2X.25 ?4 0.04 NO 0.00 1 0.00 8 17 L1 X1 X,109 74 0.75 1 NO 0.00 0.00 36 38 L3X2X.25 25 0.57 NO 0.000.00 1 9 18 I L4X3X.375 75 0.73 1 NO 0.00 0.00 36 37 L2X2X.125-- 26 2526 0.89 NO I 0.00 0 00 9 10 ! L3X2X.25 7 6 0.32 NO 0.00 0.00 37 40 L3X3X.1875 2 0.15 NO 0.00 0.00 9 17 L1 X1 X.109 77 0.45 j NO 0.00 0.00 3 7 38 L1 X1 X.109 28 0.78 NO 0.00 1 0.00 10 15 L3:(2X.25_ 78 0.56 NO 0.00 0.00 37 39 L1.5X1.5X.130 29 0.81 ! NO 0.00 0.00 10 18 L2X2X.3125 79 0.77 NO 0.00 0.00 38 39 L3X2X.25 3 0 0.57 NO 0.00 1 0.00 11 1 I 12 L4X3X.375 80 0.47 i NO 0.00 0.00 _ 39 41 L3X2X.25 31 0.73 NO 0.00 0.00 1 -12 13 L'JX3X.25 81 0.73 1 NO 0.00 0.00 _ j 39 1 40 L2X2X.1875_ 3 2 1.05 YES 0.14 0.78 0.93 L1 X1 X.109 1 3 11 4 1 L3X3X.25 8 2 0.31 NO 0.00 0.00 40 1 43 L3X3X.1875 33 0.82 I NO 0.00 1 0.00 1 4 ! 1 6 L3X3X.25 8 3 0.37 1 NO 0.00 0.00 40 X41 -- L1 Xt X.109 -_ 3a 0.59 1 NO 0.00 0.00 15 19 LOX2X.25 84 0.78 NO 0.00 0.00 40 42 L1.5X1.5X,130 35 0.46 NO 0.00 0.00 is j 18 L3X2X.1875 8 5 0.53 NO 0.00 0.00 - 41 42 L3X2X 25 _ 36 0.65 NO 0.00 0.00 15 20 L2X2X.1875 86 0.41 NO 0.00 0.00 _ 42 44 L3X2X.25 37 0.81 NO 0.00 0.00 1 6 17 L3X3X.25 F 7 -0.91 NO 0.00 0.00 42 43 L2X2X.25 3 8 _0.84 NO 0.00 0.00 17 1 8 L3X3X.25 ` 8 8 0.89 NO 0.00 0.00 43 45 L4X3X.375 i 39 0.89 NO 0.00 0.00 18 20 L4X3X.375 89 0.44 NO 0.00_ 0.00 1 43 44 _ L1 X1 X.109 40 0.41 NO 0.00 0.00 19 21 L3X2X.e5 90 0.65 j NO 0.00_ 0.00 43 1 48 L2X2X.1875 4 1 0.44 ! NO 0.00 0.00 1 9 1 20 Ll X1 X.109_ g 1 _0.59 NO 0.00 1 0.00 44 48 L3X2X.25 4 2 0.31 NO 0.00 0.00 2 0 ! 2 3 I L3X3X.1875 9 2 0.57 NO 0.00 0.00 4 5 6 0 L4X3X.375_ 43 0.91 NO ! 0.00 ' 0.0.00 _ 20 21 ! L2X2X.25 93 0.46 NO 0.00 1 0.00 45 48 - L3X2X.1875 44 - 0.53 NO 0.00 0.00 21 22 L3X2X.25 94 0.81 NO 0.00 0.00 45 61 L2X2X.11125 4 5 0.78 NO 0.00 0.00 21 23 Li-5X1.5X.1 30 95 0.84 NO 0.00 0.00 4 5 46 L3X3X.25 46 0.48 1 NO I 0.00 0.00 22 24 L3X2X.25 96 0.15 NO 0.00 0.00 46 60�- L1 X1 X.109 �- 4 7 _ _0.36 1 NO 0.00 0.00 22 23 L1 X1 X.109 97 0.04 1 NO j 0.00 ^0.00 �_ 46 59 L1 X1 X.109 -_ 48 0.33 1 NO 0.00 0.00 23 1 26 L3X3X.1875 98 0.46 NO ! 0.00 0.00 46 58 L1.5X1.5X.130 _ 9 9 0.81 I NO I 0.00 0.00 _ 14 6 47 L3X3X.25 _ 4 9 0.73 ! NO I 0.00 0.00 ?3 ! 2 4 _ L2X2X.1875 `� 1 0.77 NO 0 00 - 0.00 2 4 2 5 L3X2X.25 i t 0 0 0.82 1 NO- 0.00 0.00 - ! 47 49 L3X3X.25 1117 4 III!t ,)5-04(I� Page F9 WEB STEEL SALES, INC. 1130/95 It I'll y5.(M07&III II'45-0405 I)IiRHAM Rl) Page F10 WEB STEEL SALES, INC. 1/30/95 Page F11 WEB STEEL SALES, INC. 1/30/95 Page F12 WEB STEEL SALES, INC. 1/30195 NI11'45•(M07&Hlll'45-0405 R 14R SW D1IRI 1AM RD ItUf'45.(14(17 K Hl II'95.0405 t�I If�� 814R SW DIIRIIAM RD 45 t F 65 R 148 SW DURI IAAt RD 43 1.)1:65 46 OI.65 11' 1ili. nnlice ; ppcat-s cleave/. 111:,11 111e JUN 0 1 2000 ' 1 � 's of n1. 1 n1,11 1 u,llil�. •untrnl 111c 11oI a nI n1. I a c 'd 1, I 11i1. rl>1ilmLtl I li ' 1111111 fill! ijl ;i� i ! I� ;I I ljl;lj .!III! I, I I II �jllljlji�i !�II!�I�lllll! 1 INCH 'I M E IN CHINA _ f - ! - III,lI IIII ( IlIII II ( II fill I ill/ illll /iii! i 1111 ii !il 'l'lii!i ii'l... ilii.. i•u;I ! !il ' ii 1' '�iiiill 11,,,11 It�i�, 111-'1:17 11 4 �"'I'" 1111ii 1 ``1, iiU'I IIIIIIIII�II„i, I ,III II�, ,..II �ILI,II,.�1I. II!IhIIIIIII, -„II,,.,..,ElIll,.t.Ilfli.,l,..f.II,,,..11,"i.101llii. .... .,lIli,Ihll...1111..lnilu....,.11,....,.tll,., ..jlll.!ll..ji.:i1ilol: ,.,III„ ,,,51[,II,,.,.,,IIjL„J,III,,:� i t FRAME DIAGRAM-DL+SL TOTAL DOWNWARD LOAD - 30 PSF, 1 6' FRAME SPA(:iNG FRAME DIAGRAM-DL+SL FRAME DIAGRAM--DL+SL FRAME DIAGRAM-DL+SL PAGE F-11 TOTAL DOW14WARD LOAD - 30 PSF, 1 6' FRAME SPACING FRAME ti1AC' file: *M40 16(16)DL+SI; Last modified at 3:12:29 PM on Tue, Jul 13, 1993 PAGE Fy TOTAL DOWNWARD LOAD 30 PSF, 16' FRAME S►'AGNG TOTAL DOWNWARD LOAD t 30 PSF, 1 6' FRAME SPAGNG FRAME MAC file: *M40.160 6)DL+SL; Last modified at 3:1 2:29 PM on Tue, Jul 13, 1993 * FRAME MAC file: M40.16 1 PAGE F PAGE FLV Node number 9. LocaUcn: X a 4.00, Y . 18.34 ft ( 6)UL+SL; Last modified at 3:12:29 PM on lue Jul 13, 199., cRAMi: MAC file: *M40.16(16)QL+SL; Last modified at 312:29 PM on Tue, Jul 13, 1993 Node Is ouuezuained. Node number: 19. Location: X - 6.00, Y a 18.84 ft. Node number: 33. Location: X - 23.56, Y - 25.27 ft. Node number: 32. Location: X - 23.56, Y - 23.21 ft. Ivod^ is unrestrained. Node is unrestrained. Node Is unrestrained. No lu; S currently applied 1x1 this node. No loads wrrentiy applied 1x1 this node. No lands der.aptly applied on tF s node. No loads currently applied 1x1 this node. 10 16 33 19 10 • 31 i4 Connected elements: \ �r Connected elements Connected elements /�• I1"�� Connected elements /•�� 18 31 34 30 3 Loads from connected eiem(x1is. 8 Node at To the nght Upwards Counterclockwise �ppdti ticxn connected elements: 18 Loads from connected elements 32 Loads from connected elements: other end ID lb ItOt Node at To the nght Upwards Counterclockwise Node at To the right Upwards Counterclockwise Node at To the right Upwards Counterclockwise otner end Ib Ib Ib-ft other end Ib Ib Ib-ft m.her end Ib Ib Ib-ft 19 -912 915 576 i"-'—_— — - 10 485 11347 -576 =1 -16228 -5066 -1767 31 8 -75 -11883 0 �bp�4S: 12tLZ I b 1898 7 343 -5 32 16208 -6998 -160 35 13966 346b 160 33 3 34587 100 18 50' •379 0 9 912 -915 171^, 34 16778 3535 0 30 -1392' -3425 97 1O 10899 -8538 62 31 67 -38 -5 �►�I�s = I383Z- 18 2519 21862 0 34 -131 -79 0 I l III 111 45-0407&, 11111'95-01105 III'I'U5-11!;17 A '11 I'y5.I4m 11111195-0407 AWDU •t '1IIPX15_ 81485Wj)jj 1'1111"15-0401 xI18SW1)111111A111R'5 0405 W U11 8148 SW I)11It11AM RI) 4'I uF 65 8148 SW hURIIAM Rh 47 t)F 65 k11AM RI) .18 OI b5 44(01:65 , FRAME DIAGRAM -- ii,'IND - ',A.IND FRAME DIAGRAM - WIND INPUT: 70 MPH WING, EXPOSURE 'C', ' FRAME SPACING , 1 991 UBC FRAME DIAGRAM -- WIND FRAME DIAGRAM PAGE.W76INPUT: 70 MPH WIND, EXPOSURE 'C', 16' FRAME SPACING INPUT. 70 MPH WIND, EXPOSURE C', 16' FRAME SPACINr, INF!T: 70 MPH WIND, EXPOSURE 'C'. 16' FRAME SPACING rRAME MAC file *M40.16(1 6)WIND' Last modified at 12.16:07 PM on Mon, Aug 30, 1993 OUTPUT REFL.ECTS WIND LOAD VALUES PER 1991 USC OUTPUT" REFLECTS WIND LOAD VALUES PER 1991 UBC OUTPUT REFLECTS WIND LOAD VALUES PER 1 991 UBC Above each load are the magnitudes In Ib, Ib/ft, and Ib-ft. PAGE W1_ PAGE W 1, PAGE Wa_ Next to each support are reactions In Ib and Iti-ft. (RAM[ MAC file: *M40.16 161WIND; Last modified at 3 14:25 PM on Tue, Jul 13, 1993 FRAME MAC file: *M40.16(16)WIND; Last modified Jul 13 993 at 3:14:25 PM on Tue, 1 ( FRAME MAC file: *M40.1 6(1 6)WIND; Last modified at 3:14:25 PM on Tue, Jul 13, 1993 postrve reactions and deformations are to the right, upwards, and cot' iter-dockwrsa number:umber: 9. Location: X - •x.10, Y - 18.34 ft. Node number. 19. Location: X - 6.10, Y - 18.64 ft. Node number- 33. Location: X - 23.66, Y = 25.27 ft. Node i,, unrestrained. Node is unrestrained. Node is unrestrained. r4< !oa,t cunentiy applied on thrs node. No loads currently applied on this node. Nr loads currently applied on this node. 10 16 FR. �7 t 0 F ..FXff �� FY a7� a7 19 21 A 33 FYI `�F •7 Connected dements. Connected elements: /�• ' 4 rc 3 34 Y-- K,, �( 77 •\ q Connectha elrments 31 34 d 35 F , 37 - FX - b 2 39 40 -.�,� `%�ka3q t 8 FY- tl -,� 5 42 FY` q , �� IKX-114 c�+rt. fTom connected elements: 8 pact tram connected elemerits 18 43 loads from connected elements: 32 FX 1 E 45 Node at To the right Upwards Counterclockwise Node at To the right Upwards Counterclockwise a? �� 41 149?� Node at To the right Upwards Counterclockwise 64 other end Ib Ib Ib-ft other end Ib Ib Ib-ft _ other end Ib Ib Ib-ft 4 1� 44 4 - R 19 -533 -1029 -434 21 13262 3992 1266 31 -6792 -1375 -47 Z 10 -172 -11519 434 16 -1147 3933 128 32. -9 2826 47 8 123 12985 0 9 533 1029 -1357 16 2b 18 582 -437 0 10 -10688 8361 -37 T�ItS = I"1�1` 34 6801 1451 0 I bol{S Cowl 18 -1959 -17315 0 4 15 14 S ufr. �F -�`JC Xa gg F . c Pfxt -3�t RfIr -Q 5 R1Y2 5E 5 31 �U MFAA , exP 'g2.4 CE.ItxvEs , 1C2- 'MAx Te L8 i e V�Y 111'11'95.0407 K HI II'954),10 Rll!8`5.(1407 R III Ih M-(1.1115 Ill I'US-14117 X H111'95-(I Illi t 11111'95-1407 K 111'1'UG- 1iw 48 8148 S SW DIIIIIIAM III) N'DINIIAA1 It1) w'I)I IItIIAM ITU 81 53 O1'65 8148 SW UI IRI IAM III) S 1 1►I 6G 52 UP 65 Sb OF 65 U this nolice al)1)eovs cle;ll-el. 111:111 Ills JUN 0 2 2000 I document. Ilse (Incunlenl k inal (lualilN. Illll'1.()II hill s + .� (1jl flljljl '! ; I! ; ! Iljlj! i IIIlIjI Illll ! II ! ji{ illi ! j , iii ! ! !i I i �' Ii li :ll i(i iii I 'i ill r I ! Illlr ! iii'! II . I I i I i Ili;! !ILII I! ' c: _1 IN'C^Z I MAGE IN CHINA - - — f II I II III 1 11 1 ilii! lil III{i iiinill Illii i I 1 fI illi! I! lil i I i i ii,i ( ' � ' iii ' ' '" ''Hill! I{rnli ,inn i n t 'i"1 "� i�n,r Ilrt" r „ I i unlrrr Inn rnli „ nrlr 1„ r i I (i1111111111111,r11 II. II(IlIIIIlI,,.II,IlII„!{I,lIl,. .,llll,,,l,lll, - ,) ,,,,..,,,�,,..,,,I,111.l,l.l.,ll,,..,(,.i,,.I!l,Ill I,II!!!.. .i!II!!t!III...Illi!!Illllu,,.,„11..,,,.,111. .,Il,l,.11,lli•nrihlli„r,lli, :,, I�III .II II. 1,111, S ll,rr il „, illrllllrnlll• •�� i FRAME DIAGRAM -- WIND 40.1 6(14) SIDEWALL X-BRACE ANALYSIS INPUT: 70 MPH WIND, EXPOSURE 'C', 16' FRAME : ACING INPUT: 80 MPH, 'B' EXPOSURE, 14' BAY OUTPUT REFLECTS WIND LOAD VALUES PER 1991 UBC OUTPUT: (2) RAYS OF BRACING ENM ALL X-BRACE ANALYSIS PAGE W INPUT : WIND: 70 MPH, 'C EXPOSURE, 16' BAY Ncxw MAC file: *M40.Location: 23. Last modified23-21at ;' 14:25 PM rn Tue, Jul 13, 1993 FRAME MAC file: 40.16(14) SIDEWALL; Lastmodified at 12:05:57 PM on Mon, Jan 30, 1995 OUTPUT: 80 MPH, EXP 'B' INTERIOR PART1T10N WALL X-BRA Ntxte numt,er 32 Location: X � Z3.66, Y � 23.21 h. PAGE W 2` INPUT : WIND: 7 CE ANALYSIS Node Is unrestrained. p,:played on each element is: Max. tension in urnts of Ib. FRAME MAC file: 40.16(16) ENpWALL; Last modified at 8:42:21 AM on Wed Se ND: 0 MPH, C EXPOSURE, 16' BAY Above each load are the magnitudes in Ib, Ib/ft, and Ib ft. Displayed on each element is: Max. tension in units of Ib. p 22, 19y3 lfl: E MPH, EXP 'B' rye IGi� cvrrenty applied on this node. Next to each support are reactions in Ib and Ib-h. Above each load are the magnitudes in Ib, Ib/h, ar J !b-ft. FRAME MAC file: 40.16 16 PAGE W--�- Nextive reactions end deformations are to the right, upwards anti :punter-clockwise. Next to each su ( ) ENDWALL; Last modified at 8:42:21 AM on Wed, Se pport are reactions in Ib and Ib-ft. Displayed on each element is: Max tension in units of Ib. Positive reactions and defc mations are to the nght, upwards, and counter-clockwise. Above each load are the magnitudes in Ih. Ib/ft, and Ib-ft. p 22, 1 993 Next ve each support are reactions in Ib and Ib-ft. 33 Positive reactions and deformations are to the right, upwards, and counter- 31 3a c ockwlse. \ / FX-2612 Connected elements ��•\30 35 FdX=-25 FdX=19 FdY=-y9 FdY=-77 --�• .r FcX=-25 FdX=19 FdX=-2S FdX=19 0-----< .4 FdY=-99 8 FdY_-99 Lords from connected elements 7 1,_-.' � Q"'~�T/I c1 FdY=-77 fdX= 2 J FdY=-77 ►` %i To the right Upwards Ccwr.terdodcwls.e "" F dx -99 8 FdX=19 --Cher end IG _ Ib _ Ib-� 33 9 -2826 -65 5 (1 ..356t IE 1576 030 as 19 10776231 640 -363 3341050 597000 1dX=91 6 12 8 0 2517 �dX=57 �;. 19 0 i RfX= -1 RfY= -1836 1 RfY -1836 2 RfX= - ", ! 24 s RfY=-1258 2 RfYX--1920 3/ RfY- `77 1 I RfY= - 1 RfX= - kfX= 1 Rfl- ay t RfX= 0 kfX= -If 37 RfY= -2517 2 RfY- _ f� - 3841 RfY= PA r.l Et,•S , (fir Lo►J G , = 2 -7 P4' c-;, 3/d~Pw0 w� !,,d . i �'owow►J ' T : Z�'i� l�( I � , = � , 2 �2� V�,E � { M�� ►J 1lNAHG�Z2 EDGE �3�2PcP lit 11) -14117& lit II)45-1405 HIIP 93.14117&lit I")5- 11.III$ $148 SW D'IRIIANI I(l) 8148 SW DIIRIIAM RI) ,r 54 OF 65 55 711'65 Ill)"ir5-IW07& HI Ip 45-0.in5 8148 SW Ul II411,1NI Im Sr,OF 65 lit Jp 95.0407&lit II'o5-n Ins 8148 SW DUR11ANI RI) 40.16(16) ROOF A-F;kACE ANALYSIS 57 01:0 INPUT: 70 MPH, 'C' EXPOSURE, 1.1' BAY OUTFUT: 80 MPH, EXP 'B', 14' SPACING, (2) VYS DF BRACING END COLUMN SPAQI�NG 14-12-14 PAGE �c12- FRAME MAC file: 40.16(14) ROOF-; Last modifies: at 12:00:52 PM on Mon, Jan 30, 1995 Displayed on each element is: Max. tension in units of Ib. Above each load are the magnitudes In Ib, Ib/ft, and Ib-ft. Next to each suppirt are reactions In Ib and heft. Positive reactions and defoirmeions are to the right, upwards, and counter-ciockwise. FX=2346 • •4 T 0 15 0 FX= 037 RfX= -1607 RfY = -11 1 4. 1 Rf)"- 1 ' 1412 �r —493--- -4*4 rl Ip'>5 0407&.NI1p 954)405 x 148 tiW UI IRIIAM RL) SxIH n5 If Illk nnlire appears cle:i -er t11:111 the AN 0 7. 2000 docllnient, the 11u1t1111ent is of nl:Irt!inai Illi:llil). 1111cI11I11111cd 124 ! Ell I!!! ! !� Illjl i I�I(I�I� l;I(I'I Ijlj!!i�!�Ijl!fl!j !(I(;�Ijiil' !I! I !i'I' !!! 11Il1 III. �Ilj lljll I! ILII! !!(Ij!I I (II!!Iflf!'Ijll !;! ! Iljlllllj!j I !!! !!- I* I.ItacN SI ; ( I I i ! ! I ! A02 IN CN INA i n ern t - I I, ., ��_. IT �� _ _ _ 1� It 1 ` r':n II !I!I !I 11111lilll II !fil {Ili!II i illr I n !il 1!'.. ..... i!li'i ,i'I 1' (il 1 �iU.II II,uII lirl�r 1 I n,l IIIb,,„I ,!!.. .,III,..,1 11,1. ,l1.,.....!ll.......I,!l. ..t,l.,l,,,, .!•.I............... I Iliil!{.Ili...1111!lllillu......!l,..,.,.111,. ..jll1.11Lllrsiul,Ilji. I.l„ IS.I!•.....I, lI,.,.IJI! I ,• .. .. { ., ., !!,. .,.,{{,1,11„ . I, r 1 1 — qP_ AFR(ORVITAE �R TO REMAIN _�T �lZ_ . _ -" �- � �- '`-' -` "'-� " -4 and Construction Serv; 'T^_it s-Inc, I I I I24'. T f 9025 S.W. Center Street � ,�.G. Box 21184 ! SPRueE �- EXISTING BUILp Tigard, Oregon 91223 I I I ILs=.NDBGAPED ARE.:, !NG 12 APPLE Phone: (503) 620-2086 GEN.E RAL NOT E J" FAX: (SQ3) 0$4-36J6 I I I I i INDICATES TREES TO REMAIN ! I I \ -b 7 E"R 5'' R£'� SWEET "'iAPLE I / i. o INDICATES TREES r0 BE REMOvED '4" OAK - j-� � $TC.RAVE � -+1�2✓ 1 I � I q 3.®INDICATES LANDSCAPING 1 Z41• MAPLE 4. INDICATES 30'-(J" LIGHT POLE ` I I I 24" BIRCH / 5. 000 INDICATES FIRE W1 DRAM? Exltar►NG sNEpB (r. � INDICATES GRADE ELEVATION r � 6" OAK -7(TO BE REr10v>`G) 4 24" BIRCH t / 1 __ — -_ _-_ - INDICATES EXISTING GRADE ELE•.1•;TiON �_,8" OAK i: -------- '�� i ' ✓��, I► 1l .7 8. S:TE AREA DiSTR!Bt1'IUN: �.� t4 1 1 I ( CHAIN LINK FENCE • BORIDER- _ i EXISTING DRIVEWAY 1 I I "lull, �I OF SITE TO REMAIN w 1 I SITE: 48 13rr� SF. - 10© � 1 �• I BUILDINbS: 14 � S.F. - :i t EyPinf- 12 I TO BE PAVED 1 18 E3 RGN L--------------=� 0+ SF. - 24 I I 1 -GATFD ENTRY , // c'i LANDSCAPING: I 1 �, --Is" BIRCH Pa�CIALNGTIG CONCRETE: - 4 . - - - - -- _ - t -- -'-------- 26 s D. I 3 N.C. -Im" A11J'r►'+ORN I , I ; ; 9. IMPROVEMENTS ALONG DURHAM ROAD ARE UNKNOWN Ex15TiNG G 4RAGE � ``\ "� AT THIS TIME. IMPROvEMENT5 5-40LLN ARE As3�1MED. I CTO REMAIN 1 DESIGN PER OECD O.' 14,1 MAPLE �� '• - " 24`' 1"'APLE -;14-12" OAK -3D M PLE I ( I � w —.. . ...w w . w . w . ` � w r. .rlM . �r-wr- - •-w�,—, -wr-ice, w — rw . , r w w w mow..... w w r.w.. r . . w ZONE DE54%NATION----! P I I I 24" F'R �-'- 12" MAPLE _._ TAX MAP -- 5 1 12CC TAx. LOT ___—_-_-- ,100 8ffE (EXOTING) ADDRESS--- 8100 S.W. DURWAI'I ROAD _ T►GARD, OREGON 91?23 I" = 20'-D" 10, 14elLo 14t. AI:G��r)113LE I2d:Y.: ,�111�0!14 ' ',rt PUL►! 1 L WAY !'I�P*66 00- Ab0illI� ,^ '4hHil + it IrDA.`{ a h ;.IiEl-a 7w�E titi�.� mKG 18f:,� ! ' '.>I� r 1 'G S' 1+�•�1r Ojj rFA�l.•*� 1. �'2� c-;FFR4r4AT:MGA !'HtN � PtJ)1�4�';'F�i�I•? �/ Y y II �..h�1v. 1'1�Iw1-, 1" • A�•I=.�+1 � 17�f E.,S/'9�;'al�'' #�u• t. r'• 1 AY' T�..rr P''V r��/�.17F: . - ---- 3Q! -m" �J t-rtr`'fir f"�" T�t�Iti�� w fT'}'t -� �,��h4'r"iN a�'�1�� 1 �J•��$6 ti'L�"ERAL REYI8IQI� ADO'L. R.O W. - ..., ItG�A ;� r1. sr ITt-W�+.Pa;,,-I f;.jAk;!�lw•,AI RE'>rSIGNS• Hr`vC� aM �r�p ,.'rls±'tr•P T'r '.: — I ' I i f ! ,�'p/��,•,� _4 of �A� ( I ; I ; I ._--- __- __._._.-.._....__.._.... __ ___,.I�'-OM...-- ....-.--_..,..- -__.. -•_- _.__..._-.._.._ ��o'-�M_..-.._ .._...._._ ..«__«_... - ®'.©M..__ _ _. .__._.-. _ .___..___.......... _ . fV" .. ..- _.._..,_.�II -- - �5' i �1L--©" � 1 1 i I I �.-- -EXISTING EDGE OF A.G. I-------------- ---------•-----•------- ----___--------- ---- - - - --- I ' I - EXISTING FIRE HYDRANT �. E7KISTING BUILDING CN ADJACENT PROPERTY �/""I4'-+p" X 14'-0" DUMPSTER ENCLOSURE SIDEWALK AND APPROAC- -4 PER (DIRHAM ELEMENTAR'T W/ GHAN LINK FENCE GATE \ �GON DEPT. TRANSPORTATION RETAINING W„.LL SCHOOL) W/ CEDAR SLATS SCE 6HE,ET' 1: • ; { I 1 1 T 1 1 I Ii i i L-----_.----------------------------------------------------------------� s I { I and Construction Services Inc, I , { t I -E�crati►. +�— eKii�tlH� �8�1'�I 7tif�' N'alll I ' 6 u� ! \ , 9025 S.W. Center Street s P.Q. Box 23184 I1 _.._ -- _ / � 11-41 1k L.L. A � i � Tigard, Oregon 91223 l�5oririu Phone: (503) 620'-2086 4�roP (5031 6& To r�� MD�'r' i i ; j I , , �, �I FAA: ;-3636 / I 1 f ri _ EU �'R,pf T I I 411 ' r / TO �'►1: ;�`r1: r + f/, i I / I I ! M�� H. to" i I ..�.. �.rlr .......� ....... w ....... ...,.. met_ j // T -3 rt FL 0% E.p I E�PIHFFi 12 Wit �. I ( 1 oo 15A.1-sp M. F''J��: _^ Ft�_ML�!°k ._. , IRP I-!AF',,P_ 3"A ',IP f 3 411 it 3�4 At,, sPr,Ft. 1 I �" r•tAp '2.1"4' '(G c i , r„' P C 6, ..�� ' ,�//// , �/ / i /� i _ 1 ; '1=a.;N or ,/EFS"• i I 1 , I _.�<�._..,—...�.� �. � w�� . �� .�.�� _ / '(fit i -'�_�s � ,w www � — —•�-�.�— I I I .. 13 9S �%Ww-1InED VR. I , ; �1 S,r♦; i►1P-� � —' I , 1 I�srtM 1T 'r I I ;; I •- rE I��Mov�a / NI I , ,i n I 5 �R�• �� RBASIONS: I rl (jam �.. �� rM si � =2 �-s ti.: s s 4 i:: s.: V= :-a ti Rd zi C-p ,1 �J 111__ __ _ .-- _--.__L LANDSCAPITU PLAN .r f - i - -_ -_ - -- I1 I I I -----__---- ---------------------------'-_------------------------------- I i� G U KHA IM 9-01 GP►+IgT I�U 6` ; r -EXISTING 12"0 WATER MAIN I ,'y,E�"' !1�. 'Z Z► '1 i I —-FIRE HYDRANT Ex STING SANITARY SEWER I r I LINE STUBBED TO SITE y. >~/!STING BTORM ,_o„ PROJECT: 1 / `' � � 1 � � SEWER :l�'G!" SITE PLAN l ' ' / /// ��/ ,/ , I { II ( I I i 1 > I�'i V1� •i� I EXISTING STORZ'1 i L SEWER MANHOLE REVIEW T c�AKD, OREGON I , , / { , iii ( i I I { I I JINN AND AUDREY �.�. n. r IPC ► ' 1 CASTILE , � rRPN✓� f 1 �. \ yr h 400r, //A l� `✓ V r I `� I I / E Et,n h,0 r IN ! I EXISTING STORM SEWER LINE / �. i / Ad AMJ IthK l�i� 4.�,i) _ I I 8100 S.W. DURHAM ROAD � l I i n, , / ,, ( ♦ I i1 _. ._ ___._. -_ ._ �� NPFL I -TIGARD OREGON pI ISIS I� t 1 I M �► I G �_ ' ' I � � I ',�. - ,� � �Xt�NJ 9.^NlTr��.T 5E`IEk- r,ING .. � �I'' -. -•-a'�-'- -, =� i1' - _____r._- ____.......__� � , L I ._ _._ - -- ____.._ t D TY M G INv' s I�2•�� . -- .. t _ ___ _ I I Dote: 1-6-95 0 rl�' i�t� U � � A F' ` r. '0 �x.Ta, �bt _ __ , ��. kvk ��•�I�.� '`� "r�t� U� -- _....( —.__ __ _. -. 4 IScale: - I Drown by. EJB Checked by. JDA Job No.: 2456 ;vE';-gyp E,Y''!�I L' - '�' 1'/ /' ` ' I I j I I I s� �� _. ''" �j ,I I Drawing ado.. 2456-3 �� -' �= r Hy. 'hMW,INtA TSI, hr I I I A�M M41 X h�•tr►' 1 �. I ' 'APF Mk/r VI/ti1`�I �! �l4¢1�JA r k- 1.11�IN '":/ NOW' m Il -P I W 1r I-> r�C1E 1»' 01�1ER ' IA 4 / I I Y L1��r/ :�.1.� _� ! I I + ; a - a ► l "� 6.a. fF•a.ccej) I v 6:v• C%1�lv A t To RF I-Al. <,*F IG-E v M,f �.. __ �'.t',.I�F - ....�. ` � ,� � ��:.... .._•7t:7YCR'..'m.._.__••. _ ..._.�_.�.—y.._.'-_tL�....... -.._..___. ... ...'..�'e'�+'e'*"_._T_2., .._...__._. � 1 I �/, 1.._ � � ,� � �� > — z � r= r-_ — __ � = � � — � I• 1;1 �E .>VH�,DUI+� hb� MY 'P, 4UpVG I r " 'St �+ I Fo L 6fOPEM 69WI�k UhEa;. f:.C•G*!� icP� ��►'-v!G �1/ , I I 1 FIRE W-DRANT -, ----/ ' FIRE N'F'DRm-r P►aA�E I' �I �� (FOWAM 1) H'](C Ath N r H a rE 5 � FACILMES PLAN Ir �'�19'r'IvEc 'r'MttU�" C�LDGK3� Ar TNE.' f:�•t�r;y!+ryW ��rhTIC�Me�, Har 95-040.1&liar 95-0405 x149 SW D1 IRI IAM R1) .,II r►t�h5 _..Y.._________.. .._,_. � ,►�� C�'AN(�� I M 1?I I0.iGT 10 I`t- Aaa +a'±f"T F.9 � �N D� „ , 20'-0" 5, ,,NhNIAgto IH )12. IAga Pr it�r)UMIt� SHEET r�� r01�6, A �!► At eNnGJ I� ;.Y5� , WNCKL, ''HR;)r,)t MAT FNC � (pW:fF..0 i 2. NYCi"ANt I.IN�6 hR C U%`; 11 H j °�'..,�: ri2� OF 5 ,%L a 1"p�.t?yl>aV FoOAl. 13Y Thar*.) IrlhTpP." pr--rl.., id � iill '< WTI "W11r. r 1 111 .:. . .P e, a 5l ,,..-- 1,. 1191;7. 1� f .- . i. .., . 41 t If this notice appears clearer 111;111 the JUN 0 Z 2000 cement, the document is of msu'Kinai 1111,11i1N. InicT(1{i{111ed 1 I i � I!illf! I11�111, 1111 �, I�, I li � ; ; l Il , jl ;�,(� IIi { �Ii IIIjI�I� lull { il Illljl . I I ,II�lI 'll�l .,, �,,, �; y INCH MAGE IN CHINA I -� l em Z w 11 14 __.— .. _��_. -�- �-a - — - I I III VIII 1 II lull Till 111111 til{Iii 111{111 ilil'iiii illi li'l iil ilii') li„i I I• li' I I" 'rllUil ;11111 'Incl Ilii 111 •�I' Ie"'+' Iltnr Illrll I 1111 nrllnuUu,Innlurl urin In I , Illlllllllll,{11.11= I,IIIIIIII,�,�11}lllLl1,11lIl,, ..!lII.„ }1.}=. •�.:.:. ,IlI,,:..,.lifi.• ..1.. .11,,. II•:I.•,.IIlI._.1.1i1.. .III!I,IiiII .I llill.Iulln.:.,.,lll....,.111, ,•11..,•11.,{IInIi,Ihl „ili,,:, 111!11 ..I! II , 1,111.E "� 'flr• ,.�IIIIIIIrr,l111, ' •:. ., ., ,,,. , �, r :,� .0 11,;11; .+_.., '� � ..:_ MW W'� C W r'n^ O W uy N M N O C4 00 c0 1) 2 2 —~--� rn to L--L--E:E:E all �: a V) 11-N 11-1 U 4 CP p cn O In C 21-01( '—0" C x _ � f � SECTION. ELEVATION BUILDING =3/32" = V-0" UJI CL 0 z J- IQ Dr i � ❑ ❑ ❑ ❑ LLj � o . o w R CAMOPY TYPICAL 6 EA. UNIT ,� N5 (COLOR :: FOREST GREEN) �- a° CITY of TlGARn ELEVATION _ Approved. .. . . . . .. . . .... .. . .. .. . . . . . . . . . . . . . . . . .. . . ... . . . . C; r:citit�nallY Approved. . . . . .. . . . . . . . . ... . . .. . . . . ... . ... [ ; ""`�'---------- � E. ,)r)ly the work as described in: ! ;;MOT No. ; �� G - � DATE: 5-13-96 I_��tter tQ: o11ow............. ...................... . ....... DRN BY: Y.S. U N LDI G NO2 AND 3 . Addre .. ,�> �-• c CriK D BY. JDA 3/32" 1'- JOB 959030 Ply1( FAZYT___ :._ - ---- - _ DWG : 2456-2A 1 1 ., OF: NOTICEE: IFTHEPRINTORTYPEONANY rr�r � lr ! � i i1i ; � ; II1117 �llJill 1 l 1 1 1 1 1 f 1 11. I 1 - r-- I �' �� l 2 IZl IMAGE S NOT AS CLEAR AS THIS NOTICE, 5 _G �T 8 1� 11 IT IS DUE TO THE QUALI TY OF THENo.36 ORIGINAL DOCUMENT ou 6 Z 8 Z L Z i9 Z 5 Z fi Z E Z Z T Z O Z 6 T 8 X G 9 I 5 T i � T Z T T T T 6 - 8 L 9 t 1 Z T IIIllIIIIIIIilll�llll �� Ifll �� IICI «�� I11 11ll( 11l lll�l�llli��lllllllllllllll� �ll� llli (ill IIIiIIIIIII� Ili� 1111IIIIIIiiIIllllllllllill��lllllll,.�lllll � ll. �ll� llll.1-1.11llllIULLE lll Lau Lll.011111 11 1 a• INSTALL LIJ-LM 5M. DURING CONSTRUCTION FOR FUTURE 2ND. FLOOR PROvIDE A :JM. OF 30'-0" 12" OF Bf►�•RINCs • EACH END __. _.._____ _ _ _- _.._.. _ -_-._ IL �'_'_----• .Y — . -rte:—.._.__._.._� .-.—:_ '�- ...._—.—__..��_ _.____ __._ .._._._.—�.�_ _"_ _____._..._.._— —____._ - .... — � I ' ._ _ _ I � ,- -T--------- --..____--------•__—. —' __--------- � 0 ! �' � _ I� and Construction Services WALL FOR OPTIONAL WALL. FOR OPTIONAL 0 Inc. SECOND FLOOR (DASHED) i SEc'.oND FLOOR ,,DASHED)` w•I -- •� 9025 S.W. Center Street s P.O. Box 23784 } ._ .__.._.. ___.....___.._----------�...___..---•"�.{ 1--------------------.....------------�---------- � ! I I __ ( - 1. r I ----- --- — — __ - ----- --.. �I I __�•_—__ __. _ .. f 1 I I I 2 X 4 •2g' O.G. 59ord, Gregon 97223 h _,,_ _ � r � . �. _�—_ I �! -.-------- ----_-------------- -ar►,--' - _ ` ;I 1 -------_-------—_._-______—__—�_�-_----------_----- • !I III OUTLINE OF OPT ION"L SEC-O--N -- i -- NW-O/ N BEARINGWALL ALL g� r (OUTLINE Cc OPTIONAL SECOND itFLOOR ABOVE , Pho-n-e:- --_ (503) 6_2 -0_- 2086FLOOR "50vE A ..—____ ; >qy ! AV (503) 684--3636 - --- � I -,:; 14---�Ira 5 Ii2� X I 1 ,� 3 -i 3/8 11-411 I " I 4' 5 I -------- ----- --_.--------_.._.__.—__.__._ m I I i 8 TREADS • II" 8 TREADS IW , �I I ------ ,� i 9 RISERS 6 3/4" 9 R15ERS = b 3/4" J OUTLINE OF OP'!ONAL SECOND ------- ------- / .—._-- ---- — --- - — ---1 1 - ----_%� —_.---__----- -- --- -- ---- I FLOOR ABOVE �j G I - I'�10 HANDRAIL -_,,_ __.._-... _-.—_____-____.—_____.___ _- _I '_-_._�. ___.—_____-_-_______._—_.____.—.. I 11-2 1 3'-0" ABOVE NOSE OF TREAD, / i r i ' FROM WALL. RETURN AT WAIL. �t �- 13/4"XII 1/tt" I (EXTEND WALL 1 3/4"XII 1/8" '� MICR©-LAf' E ' ' > ( RISE 6 4I. ' p '�_ _ j'-0" - --- - • �i " I " EX TO. 5" CONCRETE SL 45 . _. XTEND aJALL 1 BE FLOOR MICRO-LAM --7f-UP RISE 6 s , ! n BEYOND FL0401 ' i _ I _E..._ RUN 11" '� - - II" TIMBER: 4TRAND m '-4 3/8 r -�.-- -- -b" LJ 1 1 ( RIM BO�RD i do I� � I _----- -._._ � \ __-__. -- Ii� 2 -10 1/4 X ' —- Q' o -T f I I .i D �! 1 •®n % 1 �10 �. , —,�_. '^ '�""'"' V -"_ \�•\ —r,-- ?? �w ! TI-? ��` y/� y,r-- - -- ---- r n � __.-. .-..��•I}r 1 1 �w�� 'Al •11 I �� ✓T - j I \ `♦ ' { �._._.__...� •--�•I i i + 1 { �� -� ! -- - PC - I PROVIDE 21" MIN CLEA SE I I10 BELOW 4 30' X 48" dd I` 1 I l__ J CLEAR FLOOR SPADE IN ON T m , r ------------------------ — _ . --------------- 1 OF SINK - -= t" 5HEAR WALL ♦ ♦ INSULATE PIPES. 1 I , 3®10 SHEAR WAL L F 1 1 TYP- I 2 X 6 • 16" O.G. TYP. , 3010 Lr 1 1 I r I ,' BEARING WALL SEE DETAIL NON-BEARING C/T1-3 - ' WALL PER '- HOLD DOWN ' X ► t-1ANUF. I LOCATIONS I ? X 6 . 1?" O.G. 2 X 6 . 16" O.G. e I 12-2Pd-95 FLAN CHECK REVIEOJ 6(/' BEARING WALL BEARING WALL —__� V VISION L _--- 3/8" PLY-WD I ---� ..__. ----� ----. TYP. • SHEER WALLS. $UBMIriALS: STRAND I r 1 RIM BO RD- Ti P. i OFFICE OFFICE I 1 '•' -0 14'-0'I - EXISTING STRUCTURE ;2ND FLOOPOR PLAN A FIRST FLOOR PLAN X" • I'_m„ - GUARDRAIL • OPTIONAL 1 5EGOND FLOOR 1 r� PROJECT: 1. GONTROL5, OPERATING MECHANISMS AND HARDWARE, INCLUDEING SWtCHES THAT CONTROL LZiHTING AND ✓ENTILATION AND B � � - ELECTRICAL CONVENIENCE OUTLETS, IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES, OR AS PARTS OF ACCESSIBLE ELEMEN'5 SHALL •- ---- - ---._-- _-_.-_-__._____- _.__._ _...__.—_.—._______.._._..._ _.__________ __,.__.-____.I �: -+-- --- - _ __ . _ DURHAM COMPLY WITH SECTION 3109 cc) of o.s,s.c. � 2ND FLOOR 2ND_ FLOOR �' 2. HANDLES, PULLS, CATCHS, LOGICCI?, AND OT;-+ER OPERATING DEVICES ON DOORS, WINDOWS, CABINETS, PLUt"!BIttiG FIXTUREe+ AND gTORr`rxE : OPTIONAL — OPTIONAL INDUSTPIIAL FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARR"1 PRESSURE AND NOT REQIt!�-1 :G TIGHT GRASPING, PARK 1 , PINCHING OR TWISTING TO OPERATE THE FORCE REQUIRED TO ACTIVATE SUCH EOJ(PMENT SHALL BE NOT CIREATER T,aAN 5 POUNDS FORCE. (SECTION .3109 'C ' I � 3'-SII - C 1 T�•2 _ , 3. CHANGES iN F;_OOR LEVET_ SHALL NOT BE GREATER THAN '% INCH. CiiIARDRAIL 4X4 POST W/ 2X2 HORIz. *41/211 O.C. CLIENT: -- ---� - -r _ - =x - �- _ ------- WITHIN ------ — - 4- THI= HIGHEST OPERABLE PART OF ENVIRONMENTAL AND Ol'HER CONTROLS, D19PENSER9, RECEPTACLES ANL) OTHER OPERABLE EQUIPMENT SHALL 3E '� �-r�� r- T- ��""'i"7 ` TENANT WITHIN AT LEAST ONE OF THE REACH RANksES SPECIFIED IN SECTION 3109 IBI, AND NOT LESS THAN 36" ABO•✓E THE FLOOR. ELECTRICAL AND i GOM"JNICATION'S SYSTEMS RECEPTACLES ON WALL$ SHALL 15E MOUNTED A MINIMUM OF IF" NIGH ABOVE THE FLOOR (SECTION 3109 !G) ?) I I 1 _ Tg? -- ---;- - 1 - - +-- .- •, •, .�_ - - - ' - .._--_- - --� IMPROVEMENTS 7 AHE-AM W,4L.L N01E8 F��' ._$NE ATHI'`�Iit.t�QCE$ I --- i - :42"" , PHASE 2 1 ,1, SHEAR WALL SI-(BATHING: 3/8" F'L1--wD. 1. FLOOR SHEATHING; 3/4" PLY-111D, 124 ©i i i 42" NIGH GUARD- HICsH GUARD- D ; I RAIL �-- RAIL ; I BUILDINGS ?. NAILING PATrI_Rr� 2 NAILIrJCs PATTERN EDGES: e D NAILS •6,- �:�'. EDGES: 8D NAILS •6" O.C. 1111•? 1 I -- --- -- ------_ I I MELD: 6D NAILS 012" O.G. FIELD 8D NAILS •12" O.G. -`� 2 AND 3 { 1 3. SOLID BLOCK AT ALL PLT -WD. EDGES • '•!;cAR WALLS. Date: 9--14-95 4• WHEN PLT•-WD. SWIG. FUNS FRON FIRST FLOOR TO SECOND FLOOR, 1 ' I Scale: 11/4" it—O" DO NOT STAT 011! STOP PLT -WD • FLOOR LINE. ---- IL --- - - --- -- -----J �_- •--- -•-------------------------------- - I - -- ----�------------•--------- i Drown by. Y.S ._ ''heck(,d b • JDA . , I WALLS BELOW , � 3m'-®" 30'-m" • I I I ,job No.: 950804 { SHOWN DASHED _. _.__.__..___. _.^___---.------__._- ___. _.___---'�_---- -----``_—___— _ I T3 p ✓ Drawing No.. FLOOR TYP. I I / S' 1 I I ! I I I I A I I I I a 2ND FLOOR 2ND FLOOR 1 i I I I r I { l I NORTha \� ----------- - �< BUILDING PLAN A/B 2ND FLOOR PLAN SHEET t'OT TO SrALFYO pl II'qi-04(17 cQ BI IP'�5-(1405 T I r•••• H 14111 SW I 11 SRI IAM Rh r,l c►1�(,5 If Illi Ilotice ahI>, irs c1r•;Ircf. 1111,,111 Illy JUN 0 2 2000 docnulcnl, IIIe document is rlf III;IrI;in;11 rfu;llit�. microfilmed IlIIli , 11y. i!; I !I7711! �:,,i INCH �U14Ur In CHINAr - -41' W a 1 I -• , ti f 111 : it I I.. I. I....i...11 .I., I I 0,..I ''- I 1 I. t, I. , II 1111 llfl 1111111 1.!nlilll II 111 I�,iI11,11 iili 1 111{I Ilin� (1111111111: Ilillll�.nl i•In I;!,l l illll I,lii'liii� ��i {li' III I ii II-1111{I„11 1 liIIII 111 11 '1" ••� I11n II , 111',, Inl I uIII,u III nIInllln 11 un(III I I �„ I , !. ( I) I I! f, . (Ili„. .,11111, . , ,I...... .. ......I . ,. ,...I....... . 1iil11•.,I.If•.Inilu,... , ,, :,III II I!,i,l •�I.I,. � .i1.1..11•I�IIIlllfil�illl Ili I�I I,I !, �1 ,Illllilllllll, i I h rp and Construction Services iris - CA 3 9025 S.W. Center Streei P.O. Box 23784 --R-12 IN6U4..ATION --- PARTY/COMMON WALL � Tigard, Oregon 97223 PER BUILDING MANUFACTURER f?xb NOR!Z. AT 14" O.G.J � - _-_- —�' Phone: (503) 620-20% __C UARDRAIL I ! I FAX: (503) 684-3E36 a I i 3/4"I PLYWOOD-TYP. R-30 INSULATION I ~! 1 I I _.a II 1/8 TJITAT 12" /-. - - -11 1/6 111 AT 12" O.C. ,n"j-,, _.�_____._._.. .._...__ --• __'—_---_....-_- �_ _ - -___ I --_ OMI � � •\ _J � 1/? COMMON WALL, NON-BEARING �'"- 3 1/8"�lb" GL-5M W; 0P351I 88-2 GYP.-RD TYP. ' " r TJI JO!°,�T HANGER i REG7UIRE5 I:JEB I " ------ - k- -� — ?Xb AT I6" O.G. 5 1.8 X ?I GL-BM !INSTALL DURING 1/ 1 X 4 024 O.C. ! / 1/2 GYP.-RD-TYP. CONSTRUCTION) W/ WP3511, 88-2 9 STIFFENERS:, BLOCKING PER TRUSS - W/ R-12 INSLLATiON 0 j 1 -TYPICAL (PLY- 1"1ANUFAGTURER i,UD 0 SHEAR 3/8") / TJI J018T HANGER IF SECOND FLOOR I I � 2 X b • 12" ��.G. BEARING WALL 13 TO BE USED �� B C R-I? INSULATION PLY-WD — �,�� f TI-3 TI 3,AT µOLDOUN5 R-12 INSULATION OFF ICE PROVIDE THICKENED FOOTING AT ALL SECOND FLOOR BEARING WALLS-TYP. SEE B cnON • OFTIONAL SLE�-^OND FLOWOOR DETAILS 5,C/71-3 A SW#110N - ".0" OWN 1/4" . 1'-0" PLAN CHECK REVIEW I I 12-`0-95 REVISION 1X4 016" O.C. � 2X4 •16" O.G. W/R-12 INS. SUBMITTAL: •-- °�_ +! I ----TJI AT OPTIONAL. !xj& .EXAL.NQTU !> ELECTRICAL PERMIT SHALL BE OBTAINED BY ELECTRICAL CONTRACTOR '- -- -*�1 SECOND FLOOR r _-. ' _ _�-_�_�r� '- INSULATCN: R-1? IN WALLS 1) MECHANICAL PERMIT SHALL 8E OBTAINED Bl MECHANICAL CONTRACTOR I I R-30 IN ROOF THE SYSTEM SHALL PROVIDE NOT LESS THAN 5 CFM PER MINUTE OF , OUTSIDE AIR WITH TOTAL CIRCULATION AIR OF NOT LESS THAN 15 CFM I ` -� R OCCUPANT. THE RE8TR001'" �-'I WOOD FRAMING: DF-L 02 OR BE TTR SHALL HAVE AN EX8AU8T FAN CAPABLE � OF FORM (4) AIR CHANGES PER HOUR GYPSUM BOARD: 1/2" BOARD • WALLe 4 CEILING ' J PROVIDE A TYPE 2A FIRE EXTINGUISHER MOUNTED IN A CONSPICIOUS LOCATION. C.�1 - - — I PROVIDE IMO19TURE RESISTANT G . PSUM BOARD IN RESTROOMS IN EACH UNIT. 2X6 AT 16" O.G.-- W/ R-12 INSULATION RESTROOM: INSTALL A UNISEX SIGN MOUNTED ON THE; WALL ADJACENT TO LATCH 81DE OF (2X4 AT WALL OF I DOOR 60" ABOVE FIN. FLOOR FIN18H, ;L'LOR, BRAILLE, G14ARAr-T'ER8 AND STAIR) NON- I PICTORAL SYM50L SIGNAGE SHALL. GOI",PLT W/ ACCESSIBLEREQUIREMENTS. BEARING WALLS. A PR!VACY LOCK AND AN "OCGUPiED" INDICATOR SHALL BE PROVIDED. LOCATE GR4E3 3AR5 33'-36" AFF. I i FLOORS, SHALL HAVE A SMOOTH, WARD NONABSORBENT SURFACE 4 SHALL EXTEND UPWARD ONTO WALLS AT LEAST 5 INC8HE8 WALLS WITHIN TWO FEET OF F RMT AND SIDES OF WATER CLOSETS NONA590RB'ENT SURFACE TO 5 WIGHT C* 4'-011 . — ----- 1/4' PROJECT: .� . I'.mll DURHAM INDUSTRIAL PARK CLIENT: TENANT IMPROVEMENTS ! CTIAPHASE Z CENTER WALL BY BUILDING MANUFACTURER - CENTER WALL BY BUILDING I"I.aNUFAGTURfR / (? X b HORIZ 024" O.G.) BUILDINGS 2 AND 3 -- 2X6 "CAP" AT '-� Date: 9-14-95 Rt�RA GUAIL _ GUARDRAIL Scale:_ - - Scale: i/4" = V-0" 42" GUARDRAIL. 2x4 AT GUARDRAIL- 4 X 4 POST W/ 1 16" O.C.- TYP. I 1 x 1 • 4 I/2" o.c. Grown by. Y.S —� WALL BEYOND I �`-� WALL BEYOND _ Checked by. JDA 13/4"X II 1/8" MICRO. I -1 1/2" DIA. HAND- LAM LVL. RAIL W/ RETURNS — _ TIMBERSTR4ND RINI 50AAJob NO.: 1 F'p _ __ _._-- -_. ___. _. 950804 _ IDrawing No.: SECTIONS AT WALL TIMBERSTRAND RIM BOARD 3 1/8"X911 GL-BM - - / OR b"X1011 NO.I �-- 3 1/811X9" GL-BM BD. I ---� OR 6"x10" N tYP, O.1 9 I r r.11 JOIST HANGER 1 / - 2X12 •I6" X12 *16' 9 , \4\ ITt351188 - TT"P. (3) 2;KI2 STAIR STRINCio 21 2X6 AT 16" O.C. -2X6 :AT Ib" O,C. W1 R-12 INSULATION M T �� RE STRO01`1 I Pr 2Y:4AT 16" O.C. FOR (3) 2X12 STAIR BTRINGER6 ,t1 LET-INIt P.T. 2X4 44 �c-- LANDING 5UPPORT ;W/(2) 1/40 CONCRETE ANCHOR5. E SECTION --- u4" . I'-V D SECTION SHEE T Irl Ir 95.1407&Ht IP 95.0405 9149 SW I)IIRIIANI Rh 62 of:65 If Illi, 11ofice appears c'Ie;11'1 r 111;111 111P IUN 0 2 2000 ' dOcunlrnl, 1111• llncunlcnl i� c►I' n1;1r�!inal r111:11it�. I1111'f(lll�llll'(� IIIIIII ij111 { 111111 111 I � III I ( ( 11 !'11 'lllil ilil I lilt' +1 i { {i i 1 1 4 it II '1 I I ' II I I � I 1 i I I I I ( �ff� ' I I+ 1 I I I(I 1 1 1111 11 11 iNCN�A�EINICHINA I I I I I I 1 I I I I I i I l j i'I 'I I , I ' I i' ° I i l l l I I I ! it I I I I I tI I ( III ! ' !'I �,:' �¢ 1 i I II III Illllill II ( !111 II! 1111 IIIi11 liil 1111111 Ilill it n 1 IIIIIII. 1 111111 n 11111 11 Ill..............a :l I'iiill ilii ' 'i1i111 1i n 111 1{1111 u I '1:'t t' "t 1111 n i 1111111111I 11,1 1 1 111 11111, 1 n Irl 1 n 1 1 I u n 1 Iilil.11 II 1111 111 I�,! 1 1 II 1111 IlI11 1111„11111 Il. 111„1...1! 11...:,1:11•, ..,.I.,I 11,�.,1:.I.., . ........ II.I.....!,...IIIIIl11I!l 11,....1!1....1,.1111 ,.III I11l111I1111111111t!111111 11.111 II 1.1.. Ilfllllll I II. ! ! `' 111 �••, •� 11 1 � •, III 11 .,{1111111 1111111 111111I1II1111111111111. •, -Ij ----- 4X4 AT HOLDOUN ( LOCATIONS I I � 2 X 6 caP -- -- - --. arid Construction Ser'lices lnc. SIMP50N HD2A 1�.-4X4 POST AT 4'-0" 0.(-. 9025 S.W. Center Street , P.G. Box 23784 NOL D O11N w/ (2) %"# 5OL TS - _ _ Tigard, Oregon 91223 2X2RA1�5 • 41% O.G. �� - - - - - ---- Ay"e HORLTI KWIK \ � Phone: 0�3) 620-200 EQUAL OAPPROVED z ! I AX: i3) 684-36y P.T. 2X4 R S, { { PROVIDE 2X4 BLOCKING /STIFFENER AT WE15 OF l A A Lj _ I JOIST AT POST LOCATIONS `t 4 4' a• • �._ PRCwiGE 'x'2 BLOCKING --3/4 e BOLT W/ O✓ERSIZED / 1 EXTG. GONG. SLAB BETWEEN .JO ST AT POST - ! WASHERS. (CONTRACTOR 5"ALL ° 3" EMBED"IENT (MIN) LOCATIONS, NAIL INTO K BERIF'Y T"1CNESS) -� 2X4 STIFFENER AT WEB T;Mt3ER STRAND .J 2-Ibd NAILS - - -''-_--- (2) 04 BARS GONT, RIM BD. - T r`P. _=- �- GYP. BG. TJI JOIST --- - C-ONTINUi- PLT -WD TO FLOOR OF MEZZ )—�R�� D�TA�. NOTE: PROVIDE THICKEND FOOTING AT BEARING WALL LOCATIONS ONLY'", 2X4 BLOCK / STIFFENER - . TIMBER STRAND \ TJI JOIST (WEB DAgNED RIM B.D. - TYP. 1 �aawa sssssssssasssssR 2X12 BLKG. BETWEEN JOIST - I PLAN CHECK REVIEW •alasa>faassssssraaass �X4 POST AT ----- ---------- --------- _ ----— ---- 4'--0" O.G. SUBMITTALS: -_ 3;4 a BOLT W/ OVERSIZED TIf .I � WASHERS. _ OIST 2X4 BLOCK / STIFFENER- PL AN TIFFENED'•--PLAN V I N W 1 1 I TJI JOIST ._� �--- GLU-LM BM. SEE DETAIL A FOR FURTHER INFORMA7;ON C AFiD�41L DUAL .0P7X*4& SAND_ PROJECT: IDUKHAM INDUSTRIAL. PARK CLIENT: DESIGN LO,-05TEN f`�/"1^ I1J T ME". FLOOR 125 LBB. PER SF. \ ` � GUARDRAIL . 20 LBS. PER sF:--_ -r\\v/ ___ __- ____-- IMPROVEMENTS SEISMIC ZONE 3 I PHASE L, 2 x •4 •24" O.G. --- I 2 x 4 1824" O.G. IBUIL.DINC.'10 II � 2AND 3 1/4 e BAWL SP:KE •4'-0 O.G. ' I Date: 9--14-97 3/4" PLYWOOD -.� SIMPSON LUS26 AT EAG" STRII.:xER Z I lig♦ CONCRETE zI o I EXPANSION ANCHOR Scale: (3) 2X12 STRINGERS i = •6'-m" C Drawn by. Y.S I Checked by. JCA = - Job No.: 950804 Drawing No.: DETAILS `7 4 -4 c .n TJI JOIST '. a .4 STIR ENEE ------ -� • •' -� • 44 •� / (2) •4 BARS CONT. 1,-m11 frill (2) 04 BARS CONT. D{'TION C X11 i fj T��SMAL I ak B C ALE: N NDETA�. AT SU NOTE: PROVIDE THICKEN[) FOOTING AT BEARING SHEET WALL LOCATIONS ONLY. lit 1P95-0407 do M IP 954)4058148 SW DI IRI IAM RD TIMM" 3 6101.65 " 11' 111k Imlice appears de;u'er Than 111e JUIN U 2 2000 riocunlerlt, the Ilucumellt is of, 111,11-ginal y11a1H.N. Illll'1'l)111111C(I ITT-11111111!1!1I 1I 1I 'I '111{ 1! I 1!11Il11i1i111111y11% I1; 11 i 11 ;1111 iII ii1i111 Jill !LI1l!ill1l1A1lIII1I!I! Ili, 11 1 1 !II!I! INCH MADE IN CHINA i II t• ; a 14 1 I. 11 -- I._ __ If _ _Tt I ' III III 1111111 II 111 III 1111 1 11 I I1 i ({I ii11 1 Iii liiil Pili 1 1' li 1;in11i til n 1 , "1 Inn 11111, 1,11 1 11 111 Inu 111111 1 1 1 In 1 1 �� Ilttlllllllllllll 111111 ,IIIIlII� ��,,I,.III,IIJIlIlII. .!!IIl,,. .,11,.!!!I !!!!I�!JIIl..1,1l111!. a!�lIII,.,•III.I•..�!IIII. .Ifl! .ill!Ii.Iii11�II!III!lu!lu;!!!•,!. .,,,.,It1, ,{,"lIII111111lIinIH11 i"' Ilf !1111 . Ifll I � 1!!� If Ili •!II ! 1!1!1111 ! It. .' w" . -. ! ,111 11:1,1 1111. .I 1111 111 1 ..1 11,11 „111 1'1 1 111 1 Y." .,M I AROQRVItAE SLIFfER TO REMAIN I --•-- —�__r-__-�- �--e_s ._- ---�-�. asp �.� }- ilt — - _ A and Construction Service Inc, I i -241. SPRUCE -LANDbGAPEp AREA-__11, AREA-- ,---EXISTIWx BU!LDINCs 11 9025 S.W. Center Street P.O. Boz 23'h4 Tipd, Oregon 91223 12" APPLE GENERAL. NOTES Phone: (503) 62C--2086 7 FAX: (503) 684-3636 I I / I. U INDIGATE5 'BEES TO REMAIN I I + ! 5" RED GLEET MAPLE I r� 611 PEAR 1 2. o IND GATES TREES TO BE REMOvED I I 24 OAk. - 5TOR46E YARD - I I I jj I I Q3.C=INpIGaTE5 LANDSGAPIN(s 46* I I % I I �--24" MAPLE I 18" BIRCH ' 4. Y INDICATES 30'-0" LIGHT POLE24" 1111111111CH 1 S. 000 INDICATES FIRE Hl DRAhT � ( I � �/ � ��._��Ex15TING S►-+EDS � � _61, 0r1K / (TO BE REMGvED) 6. ♦ INDICATES GR,40E ELEVATION I I \ 1 1\--24" BIRCH 18" OAK ----------�� i/ 1• - - - - — INDICATES EXISTING GR,4DE ELE' 'ATION v ��., r 11 �I,r` CHAIN LINK FENCE • BORDER _ ! ; A. t� G• . SITE AREA DISTRIBUTION: ��F .' 1�1. ( I I EXISTING DRIVEWAY I ' OF 611E TO REI'1AiN _ f ' � '� I SITE: 4E :�� 8F. - I©m". . "_-' i8" BIRCH ' � ' , EXN,Flf_ 17 31 �r TO BE P"'vED -------- ------� I=t '4� 5F. - "1 I 1 BUILDINGS: I ' .-GATED ENTRY I I ( �j L4ND5CAPING: 1 ,�b`I SF. - 249. 1 ASPHALTIC CONCRETE: ,?r,1& 6F. 47% 28 STD. --loll autTNORN 3 N.G. t i S. !MPROVEMENTS ALONG DURHAM ROAD ARE UNKNOWN I Exl5TING GARAGE i I AT THjS TIME. !MPROVEMENTS SHOWN ARE ASSUMED. (TO REMAIN) I >c 1 II 16" MAPLE - t IDE5I6N PER O.D.O.T.' , 3011 M �v: 1, ,4" MAPLE 1?'�OAK ------L1� ---1`1+11. `- " — ZONE DE6I�IATION----! P ;' 1 { 14 I�IR i?" r14PI_E i TAX MAP------------ 25 I I?CG T T------_--- 400 - SITE PLAN (EXISTING) AGDRE616----- 8100 5.W. DUR"'t•I ROAD T4jARD, OREGON 91223 Ac:✓EG,► I1''�(,E I�G:'� is�!!i * ''� PwRti�I(i .._____------_...----- --- - .?".' lrl '"Hr-_ K1r:..t'st.''" tar-+ Y�''. �'�� t%'b/1� 1-� f- Air 4��j Cy .�'F'1!'„�.-��J✓, Ir Gf' Q -Im 3 95 GEi AL M I8101tp1 I •>,DD'L. ROW. 1~1 't��fy1�),I; ,:,A.L_. J 1 �"1''r /IS C .. ' �'. t:” 1 _----_y -- .�.. ' RE ��at "'. ✓ ;�ti •k►J f f'IC'i. 'P/1'I, •' .r' ~� VISIONS. 'T ----------Z-•-- ._..--T.�.---.—..____� � ��' 1111... r I 1 I - ' � I i � �.... _. _. .. - -_ -- --. II�'-O".__._.-1111._.__..._.•.___.-----_ 1-111_.._..._._..._._.. 1_1_1_1 �. _...-.__._... _..1,_111_.._-._.-. _..._�. .. _ I?�' ©" 1_111 - 1111..-_....�. .�...«._.-.� _�©'-�"-- - ---- __.,_._..._ ._.-„. �� _... .. _ Ig'•011 le, tl f!5T'NG EDGE OF ".C. L ---'-- - EX181ING FIRE "Y(-iRANT • I - _ -- ._ _ __ - ._ .._ ..._ ... - - - ' - _.. _ — — - , ✓j !1 r `---ExIaTING BUILDING X 14'-©” DU1Pt3TER ENCLOSURE k I I CN ADJACENT PROPERTY �~SIDEWALK AND APPROACH PER DURHAM ELEMENTARY I r- W/ CHAIN LINK FENCE GATE I i i I ql@EGON DEPT. OF TRANSPORTATION - RETAINING WALL SCHOOL) W/ CEDAR SLATE 1 , Q lba 161 166 Ibs 164 163 m 777/P71 AN I L DSGAF'ED /1REA � FF I 168.00, I ` . • . II PROJEF . 41 01 aI 162 a I I IGyy�b" _ - - _ _ I SITE PLAN I 1 " 11 � I I WIDE REVIEW 1 i ! , �•' / / /PAINTED I I 164.'.!5 ' 1 �) / ry TIGARD, OREGON I ( � / � i \,. / . � - Ib 4.95 . I I ► � � _ 161.95' I ' ,� �y5 �� II / H.c. SIGN 1 H.c. SIGN 1111_ I LOAD'N� A �! I I s. CLIENT: al >R A AREA 0� I I I e j `, 5 WHEELir 11 11 .4 c\35 v STOPSI i/ Ibl?b' i+t I / ' I (A , JIM AND AUDRE 1 I I ✓ / �. �+ � \ f /. . t (6 HIGH) TT I�i - _ ' ---�/ - RETAINING WALL _ - -- I � CASTILE I I I I },_ ,,Q I ! / •le•e� • � �u '3--'3, 163 I I I � I � � '+ � 0 / � 5 �5 ��► • t1 �" - A.C. - � I 1 $,63' _ -- -- ` � ._ ._ __1_1_11_._-- "/ I I + -•-1111 �� e _ 1 J (� TA. RIM --_- I I ! �' 1 141_ ■ b ' - I n 3 UO �.W. DURHAM ROAD I I ' / •® ' 1 aPGS • b'-8" • bm'-a" a g _ _ 19 -- _ _ _ I I I I I 1 , I jl ,� r• � _ F'C8 e'-8 69' 2 -•--- I I TI BARD, OREGON 3rD L 6p r POLE �`.5m' _ / b o �. TYP. (3) PLC'S. %L1-6-95 - I , -`' / e� •.© I j I , — �. %i' I I Scale: 1" - 201,0. 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