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14865 SW 74TH AVENUE-1 CI7 r. I ' 'r y G�� .:r�_STAN.,_ DAp,GS. ►lQATIo1vs GENERAL NOTES 9TF�IGTURNL WOOD_ ENERGY CON5ERVATION: materials end workmanship shall conform to the requirament6 of A. Footings have been designed For a maximum allowable bearing A. All structural wood membere shall ba Coast Region Douglas :na State of Oregon 1998 Edition Structural 5poiI Code and Fire pressure of 2:50 pef. unddr carnbineei d,9ad and live loadings. Fir No. 1 or better grade as note(,' ' National Design A Shop Unheated (Roof R-19 / Walla R-13, provided) a"o Llfe Safotc code as well as the Unlrorm Building Code 1991 H, All footings to rest on structural Fill, In accordance with Carlson MASONRY: Specifications for Stress Grade Lura and Its fastenings, B. OFFIce Walls R-13 Edition Testing lab report. unless noted otherwise. Calling R-19 B. All etude to be Douglas Fir stud or xr as noted In National G. Windows Double Glazed, Low E, I�' Alr s ace I g .4morlcan Concrete Institute ACI 318, American Inet tate of Steel r A Concrete rn.sonI units shall conform to ASTM CW_eWo,Grade 'N', light weight g p 01 C. -I ootinge shall be poured against uncl*.urbed soil, or ro err Design Specifications For Streee Gra( _ Imbor OFF Ice U-054 Max. 9 p p y haul a miNmum compressive r p, Fra✓Ide Warm Side (In Wintery Ve or ;cnstructlon, 4 AI srlcan Welding Society. compacted structural fill. having pr angth of ,0rA0 psi at .8 days. D. All slams-on-grade shall be underlain b d minimum of 6' of Gras-drain! M9eonry urllte at time of placement shall have been air cured For a C. Thi Contractor shall furnish and Install all bolts, and p Barrier OU �SGh _OAD5 (1066 than 5 passing the No. 200 Sieve), well-graded, crushed roci� minimum of 28 Jaye or kiln cured, with a moletura (enfant of 35". plates as required to complete the Job E Provide A 6-m11. Black Polyethylene Ground cover rl max!mu,n of total absor tlon and a linear 6hrinka o of 0045 D. Washers shall be used under all bolt heads and nuts bearing on wood. F. All penetrations in bull envelope to be caulked �J ! compacted to at least 95u■ of maximum dry density. p g E All wood members In contact with concrete shall 0 ' A Roc' _cads Dead Load = per bldg manufacturer E. Foundation design basad upon reactions supplied by the building maximum. ' and/or otherwise eeaeled. Collateral ROOF r?I 5 csf manufacturer, Metallic Building Company, B. Mortar shall be ASTM .10 typo 'S' with a minimum compressive be pressure treated. G. All Doors to be metal with HIM frame. Y F cc cads Imazz) Live Load . 25 per snow, strength of 1800 psi at .8 days For above grade masonry work F. All nailing not shown Ghali be As called For In U.B.G. table 23-0, H. Provide blocking in restroom walls For grab bar Installation. . E . Dead Load = 10 par Below grade masonry shall be Type 'M' mortar. mailing schedule. I. Bulldin to be equipped with a full automatic sprinkler o stem In Live Load = 125 pef G. Grout fill all cell. Grout shall exceed a compressive strength of 2000 psi �, All floor sheathing to be 5i8' CDX plywood with T 4 G algae accord Hca wlth�JB.G Chapter S. y p y T Q et 28 des In accordance with ASTM C-4'16 Slump shall be 8' ti' C nes Load Basic reWInd- Speed 80 mph CONCRETE y Water/cement ratio shall not exceed 056. ACCESSIBILITY: Exposure ■ C' A. All structural concrete shall deveiop a unit compressive stress D. All masonry construction shall conform with present 05HA G. �a'emlc Load »lemic Zone 3 of 2500 psi minimum at 28 days per U.B.C. section 1904 with 5 b-cks requirements Includingg those regarding the establishment of 'limited of cement/cubic yd. minimum. Water/Cement ratio shall not exceod 0.52 access zonae.' ELY-W2Q2_ A A.ll door hardware to be laver handles conforming to AGA Requirements, aE}�R�G _REOuIRE:MEN?5: Water/cement retro shell not exceed 0.50. E. All masonry conetructlan shall be in accordance with AI530.1-88 A) WALL SHEATHING - 111(c, U65 OR CDX PLYWOOD SHEATHING B. Door thresholds to conform to ADA requirements. A Contractor shall ba responsible For all construction methods B. Construction to conform to U.B.0 Chapter 19 and A.G 1318-95 '5peclFlcation for Concrete Masonry Construction' and traneportine of WITH EXTERIOR GLUE M19G 0 I ready-mlx grout In accordance with ASTM CS4 'Standard tochnlquoe, sequencing, and safety required to complete construction. Specification For Ready-Mix Concroto'. B) MEZZANINE FLOOR SHEATHING - 34' TIG PLT"WOOD OR M z B Contractor shall verify all dimensions and data:ls prior to procaading with REIPLFORC'"� 57E=! F. Masonry units shall be placed In couraeie of running bond (0-ar0 Possible), 23/32 USB 5HEATING WITH PANEL INDEX 48/24 WITH EXTERIOR GLUE �+ All Dooro to be metal with NM frames. N B. Provide blocking in restroom walls For grab bar installation. a conetrucr.tion. All dlsrrepanciee "ll be approved by the Engineer of record G. Reinforcing steel shall be rail steel deformed bars conforming to ASTM C Bullding to b0 equipped with a fully automatic eprinklar system in O I w C Contractor shell verify rel required openings on Mechanical A. All reinforcing etas( shell be roll steel deformed bare conforming to ASTM Aro l5, Grade 60 Use ASTM A106, Grace 60 where welding is required accordance with U.M.C. Chapter 9. 01 ') z and Electr cal plans A615, Grac1* �O --copt use ASTM A106, Grade 60 bare where H. Provide o knockout bond beam block for all horizontal bora baame end PLYWOOD WEB JO!ST� 01 CL 0 at the tope of each wall W w0ldmg le requ d (No. 3 bare may be Grade 40.)Submit mill certificates I. Provide corner bare same size and spacing as horizontal bare and project A. Joists shown on lane as 'TJI' to be 'True6-Jo16t6' or equal, Joist assembly r For all bare requiring welding. (Under MRI Un!t use FRP 'C-BAR') p g p p 40 diameters each way to be tested under UBC testing pro,:oc e M Z m T F B. Fabrication and placement of reinforcing steel shell b0 in eccordesnce J. Provide (2)-•4 bars around all openings and recesses Extend those bare B. Completes ,Joist deeigr6 bearing the stamp of a professional engineer Cl "EG O►v M'G_ T Tlly with CRSI M5P-I-90 'Manual of Standard Practica' and Chapter 5 of 24' b and the corner of o aen!n 6, r letared In the State of Crmgon to be submittal Fpr review, Z Z ACI 301-89 'Speclfications for Structural Concrete for Buildings'. p' g eg 3 �- m All canetructlon 5ha!1 be 1*7octed In conformance with the Jniform C. All concrete slab reinforcing steel shall be supported at the required K. Masonry walls shall be reinforced as follows, except where shown otherwise C. Floor framing members shall be designed to support the � Q � 0 BuildingCode 1991 Edition and the State of Cra on Structural on plane: specified loads and limit maximum total load derlection M < g heights by approved bolsters prior to pouring Blab concrete. p Specialty Code 1998 Edition. D. Reinforcing steal lap splices not otherwise Indicated shall be ACI 8' walls - S vertical at 32' o.c at centerline of wall to 1/360 of the epan and limit live load deflection to 1/240 of the span a C, CY B. All tome notal as requiring special Inspection per the 1991 Uniform - (0-85 horizontal continuous at 48' o Hook bar et endo of walls. G Joist marlufac. Irer to rrov!de all ep�cleltyy Items Headed For a Hormel q ng p p p standard clave B splices staggered between adjacent bare one lap and complete Inetelletlon of floor Joiete Les manufacturer shall an BuildingCode in accordance with Section I1P)1 shall be performed b' ' p y length minimum. a que'iflad person who can dernnnstrato competence for the particular E. Provlda corner bare same size and spacing as horizontal oar: and project associated load transfer blocks, hangers, -'racing, blocking, and type of construction being Inspected. 32 dlamotaro each way or 2'-0' x 2'-0' minimum unless dotalleoe ;therwiee. beveled plates as required to finish the framing. Il Corcreste - Not Required BUILDER/C. TRACTOR RESPON- I I ITIS E. Altornata joist or trues eyetem shall be tested. Results of load teat on Q °. Provide l2>oo bars around all corner ofopenings and recesses. Extsrd thaw component parte, full scale tests on Joists and an analysla of test rasuits shall < II% Re rfarcemert - Not Required bare 24 Inches beyond the corner of the openings. A. It is the reepon6lbllity of the Builder/Contractor to obtain appr�prlate be submitted to the arch tact for review. cr IIU Concrete Anchor Installation - Not Required G. Contractor shall provide and east In all noeR6e8ry Inedil approval* and neG966ary permits from city, county, state, or federal - D IV) Masonry - Not Required H. All welded wire mesh shall be Furnished In Flat sheet6 and conform to agendas as required. V? Perro - High otrangth bolting. shop Fabricatior or Frames only as ASTM A-185. B. The Builder/Contractor ie responsible for setting of anchor bolts and erection BU LDING LEGAL V required by ,Jur!std!ctlon. of eteeibullding components In accordance with construction drawl s ng PRE-ENGINEERED STEEL-WILDING CONSTRUCT Or, TY FE /-N Ix Ix C 'he specie' inspector shall furnish Inspection reports to the building Temporary supports or bracing required for the building erection well be FULL` 3PRINKLERED ofrlclal and the structural engineer of record. All d! ancles shall BEINF•QRCTECTIthe roeponelb1llty of the erector to dmine,eterfurnish and Install, 3 YARL5 60 I W r g scre p ING PROON: A. Pre-on Ineered stool building to be deb! nod and a I'ed b r!etall!c - u ?mom ' '• be brought to the Immediate attention of the contractor For correction, C. All nuts applled to base plate anchor bolts sl�tll have Lock-Tits g g g "pp y ALLOWABt E AREA . 48000 =?` W t`r Building Company. k then, ;F uncorrected, to the proper deslran author Ry and to the building A. Concrete deposit-lid against Berth: 3 inches. for equivalent locklru� compounds applied to th0111 during tightening. B. Manufacture to provide Letter Of Certification, certifying that the design I PROPOSED .AREA 26300 FT � ? n b f official The special inspector Shall eubmlt a final signed report statin B. Concrete farmed eurfacas exposed to ground and weather: D. Secure flaehinge and Cloeurae per manufacturaiI recommendations UI P g end fabrication are to applicable codas end specifications, OCCUPAN' LCAD PER 'UNIT' Z Z �� 5 and smaller bar - I-1/2 Inches at 12' on-center maximum. C. Shop drawings are to be pro vided to the engineer For review tc Insure OFFICE AREA UJ whether the work r0qulr!ng spacial Inspection was to the beet of the g Inspector b «noW .tie, In Conformance with the approved pans and '16 end larger bar - 2 inchlee C. Concrete surfaces not ex preliminary information and aeA-30- mi are vend epedfleatlone n. _ t. r applicable workmanlshlp provlelors c� this code. posed to weather or In contrct with the D. All anchor bolts to b0 ASTM A-301 minimum. OPEN AREA 3�/LAR',E JNIT- J � = 2 ,.SMALL UNIT, D G The epactal ingw vi ;one shell be performed :n add tion l the ground: hl and smaller bar - 3/4 InGY1e6 E. For anchor bolts and all other details not shown see building I TOTAL OCCUPANT LOAD/UNIT 4 OR 5 W inspections n6 ti e e gilv� the of rem Building Code the plane and D. Slabs 3/4 Inches manufacturer's drawings. I EXIT DOOR REa-,jIRED 4 f'ROvIDED Z specificetlone the engineer of record. end the buildin officials. I O g g F. Typlcal PEMB roof and wall insulation to be Fiberglass with ✓inyl vapor — barrier 125 max Flame spread, 450 max, smoke density, in exposed areas i � � ) 3 4) 5� — 30'_01 30,_01 30'-V A-A 11-0 1/4' 0' 5'-8' ''- ' 5'-O' 11-4- 12'-8' 4' 0' 12'-8' 14 5'-0' 10' 5'-8' 40' 5'-8' I'll 5'-0' 101121-el 3'-0 1/4' ( I O 02 OFFICE I OFFICE OFFICE OFFICE I Z N r+ I NI Ute_ O20 c-c _ I m I'-1 3/4' 5'-8' 1'_-4' 5'-0' 1'- 12'-8' 4' 0' S'-8' I'-4' 5'-0' I'- 12'-8' 4' 0' 12'-8' - 5 -0' I'- 5'-8 5'-0' I;-j- 0 '- a 2 _ ( I 'r'r— I� — -- � Ki ALS �=1 I A A-II AREA-III ARF,4-vl O ' L 0 ; JCE x 55' 30' x 55' �,' X I,CC50 6Q. FT, i 1,050 5Q. FT. lJo50 5Q. FT. 1.651 5Q. FT. 0 OFFICE: OFFICE 1 OFFICE I OFFICE I OFF V2 O U ARE=A-yl AREA-vel i AREA-veli AREA-IX -" 30' x 55' 30' x 55: 30' x 35' I 30' x 55 30' x 55' W 1 1 1,3!0 5Q. FT. 1,310 SQ, FT, 1.310 SQ. FT. , 1,310 SQ. FT. 1310 SQ, FT, I�' F-- Z ' 1 4' w (� 7- 15A u ATF•IRM'v i 5ATP*1 BATHFh-, 7 O Z ,' 2x8 STUD WALL 1 i^ Wrl 0 0 9 i - "t --J O O - (TYP. • DEMISINCs WALL' (/) 9 r , ) - - _ TYPICAL I _ 0 0 W "-- .,n 0 �� TOILET FRAMING 1 m Z I \I i 1 /` ( SEE SHEET 5/8 0 \ BA11Hf 1 �ATHRM i I i ,' FOR ADD'L INFO. _ v J BATHF�1.1 E°A�4THR1 h I I " • (/) 0 LJ BATHRM\ B,4THRT' 'BA \1 1 RATHRM \ BATHt$'I J 2x8 STUD WALL 'r I LLJ (TYP. • DEMISING WALL) r '� I ; / ' r � U7 � Q — - r7_7 — - _ — — -- U o0 1 N V97( ic0 Q Z LAJ E3ATHRMi _ (� 2x4 STUD WALL BATHRM/ E'AT�•41 E34THRM / BATHfa�f 1 Q -1 (TYP. • BATHRM.) AREA'x I AREA-XI AREA-XII AREA-XIII x 5�� x 55' 30' x 55' 30' x 55' AREA-Xlv AREA-XY AREA-Xyl 152' ARE, AREA-Xylll ' 1,650 $Q. FT. I X50 5Q. FT 1,650 SQ. FT. 1,650 . FT. .30—' X 55' 30' x 55' 30' x 55, � I 30 x 55' 30' x 55' FT, 13. 10 $0. FT, 1310 50. FT. 1 !0 $0 FT 1310 SQ. FT. I z 1 2x4 STUD WALL mle e, t+ iA (TYP. • OFFICE) 28_2• ,p a7� ? 2 `+� O -- -- T'(PICAL 14'-1' � Y i - OL`J `N OFFICE FRAM iING I g ; J I ( SEE SHEET 5/8 l O (?� _ Q (J Q m r G g t �- ------ -------- -------- -------- -------- -------- -------- --------- - v c aJ 0 _------- ----- - ------- ----- -- -- I I FOR AD D'L 'NFO. 1 4 ------ -------- -- ------- - --- -- -------- ---------- -- 7 f + , I O o r _S � II S � a� �� OFFICE i OFFICE OFFICE OFFICE i OFFICE i OFFICE OFFICE OFFICE OFFICE N � - O O (:) , )� 0 I O I O O O •�GINf1 A L� i!) I L1� t� Qi �EZ !� oto O 0 —_ — -- 0I 0' 1 4 f I'-4' I'-4' I'-4' I'-4' I'-4' I'-4' drwrI -4. I'-4. 1 _4. I-4� I -4• I -4� -4� r i-4� I '4� 1 '4� 1'.4- 5 -0. .. 4'-0' S'-H' 14' - - '( r✓ �• 14'.0-1 S'-8' 5'-0' 12'-8' 4'-0' S'-e' ' 12'-8' 4'-O' 12'-8' S' 0' S'-8 4'-0' S'-8' S' m 12'-8 4'-F�' 12' 8 9'-0' 5'•8' L2O i ST l qM R. P SEE SHEET 5 FOR CERT EXPIRES . 12-31-00 STUD WALL SETBACK • CMU FLOOR PLAN DWG. N0. lis'■I'-0 NORTH 1 11665 SW 74th Ave. j HUP1999-00]6] of 6 1 of Oq 1 A i- _ .-� L_ 1I t .Iy yI 1 ..° rm IIIIIIIIII�IIIIJIIII IIII 1111 IIII IIII IIII IIII II11 IIII•1111 I'+jlj IIII IIIIIIIIIIIIIIIII!IIIIII IIIIIIIII IIIIIIIII IIIIEIIII IIII IIII IIII II 1111111 III' IIII !III nil ,�unllinill i�•��D�`t`""°'' y I 1 I I I 1 ..�.�� LEGIBILITY STRiP 0 Y Hull!I!Ilulllulllu111i11!Ilnll!nil!ulllulln111111!I!ullllnlll!Ilu!!Inlllln - IO-IT.ICm 10 I'll Ill Ila Il4 l , Ile 17 1F 119 20 21 12 23 24 25 26 27 26 29 30 C D iI L I�i., 1 I Im l 9 8 l� 6 5 4 C2) i rn rn I ----- 3e' -0- ------ 3r0'_P., 00 I I I I I I cv r I IMETAL ROOFING I i I I I w l I G I I L � I �❑ ❑❑ i u I I I I �`�� ❑� I I Z I c14 vi — w ;, - —_ I I O W _ r � � W _1 IJ 117E Ell' F�l ❑� ❑❑ - - I- r] _ --- z -1 1 -- W -r - I —^— ULI FIF] I _' �L _._.. ____ _ TT _, ------- - - .1 �. - _ i -r — _ rJ Z m m Q > T 12'x14' O.N.D. 8' CMU UAINSCOAT 0 � w TYPICAL - TYPICAL ALCOVE UJALLS '%' CDX (OR 1/Ib 0.5$./ SHEATHING UJ/ HARDY PLAW ; J NORTH ELEVATION °-�� 0 Z Z J W ��= (5 �------ 2101-0' 6- I Z I I I I — I I I I U METAL SIDING /—METAL ROOFING I Till , 7 i I I I I .. I I x I I v o . a I 77 —� did -_ =❑❑ ❑aMLILIMEE-1, - - ❑❑ ❑❑ - ❑ n ❑ ❑❑ _ �� Ll 8' CMU UJA NSCCAT SOUTH ELEvATION G) E C� M M �-1 J ) QIlm'-0' F l D) , 0'4 Q— O S1 -4' 22'-S' 55'-0' U 23'-S' 22'-0' 22'-0' 22'-0' 0' i 22'-0' LLJ Z I LTJ V) Z 12 ., _ 12 12 Z O z —� �2 , I ❑� W O EASE j I I EASE O W i I HT. I M H W Z I i i t (/� J II W U Q Q li 9 I e � 0 1 -T e U N Q � z I I j O 111TIMI z uz STD METAL SIDING Q I Z EAST ELE1/,4TION WEST ELEVATION 0 DOOR SCHEDULE Q Lj n Q w Q 12/0 x 14/0 O.H.D. METAL U 010 Q2 3/0 x 1/0 MAN DOOR HOLLOW METAL INSULATED off. WINDOW SCHEDULE <`° ?�7qh '� - �'y R CERT. EXPIRES . 12-31-00-1 z u, ')WG. N0. 3 _ 2 Q 3/0 x 4/0 FIXED INSUL D.P. U 0.54 i; ti 11995 SW 11th Ave. 0 OUP1999.00383 - - 2o1 * �9 1 �% A S . t N ,'- PAR,` ,.. .---•............r. �r.....,.,.,+Wr..wufw.w�.tu.newalrrtaat+ar-,.�1.�111�! ' LEOIBILITV STRIP Cm to 1 1 1 I� I la j 14 I I le I I� I le I to 120 121 122 123 124 126 12e I IIIluulll1ll ull IIII IIII 1111 IIII IIII II11 IIII IIII IIII IIII IIII IIII IIII Iill IIII IIII IIII IIII 1111111 I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII II II IIIIIIIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIII111 11h 11n Inll1; 1 IIIIIIIII I - 10° °Igll 27 2t3 29 30 t� EI � �. _ OI NUNI • 10 t p .r y; . - _ ., •..wo»+e+y_rtwrr_ r•M,•4N■•,!!M••s"'+�1•+■�•+ M".'►'M V A, ;I f Y (IH) ( L � J H J F p B) A --3j4' PLYWOOD 5HTG. 01 Y ( �, ON 14' TJI / L65 • 24' O.C. 00 N 17 I 1 e � r` 0 / TV. // ~ TYP LLJW STANDING SEAM ( I I I LiJ S - - - T_ u / - _ I' METAL ROOFr , / % EAi/E NT. 1 'z - EAVE HT. i' 2m TYPE X 5xWt3 GEILIIN� R-19 INSULATION 2x8 s 16 O.C. --~ PEMB COLUMN DEM151NG WALL R-19 INSULATION -_ -MTL. GUTTER PRE-ENGINEERED — - - STEEL FRAME 2x8 • ib' OC— N - R-13 INSULATION PEMB COLUMN DEMISING WALL OFFICE I M W/ R-13 INSUALTION 1 0 U -2x4 • 16' O.0 0 TO. GMU — B OJ._ OJ_-- BEARING WALL Qi T• - ••ems': ^^^ B— i- - - T.O. CMUI Wi R-13 INSULATION rn O _ 1 RST . STROFFICE 6' CCNC SLAB EM I � I m Z U o 1,12* SHEET ROCK I Z Z _ \ I/ I 3: if; qi • mct 12 TYR Q I 0 I eb 6' CONC. SLAB I e a 6 / PER PLAN e J 1YP. / !/ : \ TYPcc 1 SECTION A-A I } Qc� o' i / \ In,.,ao m r�nn oho OFFICE SECTION D-D w owax 'J'•I'-m Z 0 RE 1'9.B (� COLUMN --- 8l -3 15/16' �3ON 14'7JI 65H• 24' G.G. 20'-0' b 1b 15 � --- SIM. a 12* I'� 12, STANDING SEAM Ilip TYP. EAVE HT. - - - -- - - - - I' METAL ROOF EAvE- ?.- — - — — — T.0 CMU - R43 INSULATION PRE-ENGINEERED 2Y3 • ib' O.G. .8'-p' ---� ' Z STEEL FRAME �EWIISING WALL MT•L. GUTTER L-R-19 INSULATION se• T-P X GWE CEILING R-13 INSULATION PEMB COLUMN i �e' TTP X CzJB D(BEYOND) I / ONCE z _ _ j I a'-4"t- ^-^ -� T.O. CMU x4 • 16' O.G. TO CMU B.OJ• B.OJ. B. J, --2x4 + I6' CG. I o Lc: •8- s • STUD WALL � �� OFFICE BESTRM, BE5TRM• I W, R-13 INSULATICN STUD WALL 1 OFFICE a' CMU WALL � �� II W/ R-13 INSULA'ON 6' CON G SLAB W/ 5 VERT e • 4m' O.C. W. 1.-S HORIZ, IN BE TOP 4 BTM. II e - 6' CONC. SLAB z PER PLAN jq c=6E CT I ON C-C , TYP. I/6'•I'-0' iii=iii � I I 1z -- O U Li U� z OFFICE SECTION E-E w U' z Z Oz 0 O i!? w cn � t � w m O w z O [� � � J LTJ L Q Q ck� (.0 U 00LLJ �- Dl 2 � ----- 120-0' 0 J 30'-E' _ 15fD'-m' _ z U -- 30'-m' -- 30'-0' 30'-0' —30'-0' 30'-0' 30'-1.')' METALI OOF I I I < �l T_ l:I1L:I-r�r��Tr-rr,� - I _ ---- ------ --- IDfJ CIL �JLTj E_E�TTT 1l 1111 rrr - AREA_XAREA-XI - -- �- _ AREA-XIII ---- - ----- ---------- --- ----------- --------- L (� 30' x 55' 30' x 55' 30' x 55' 30' x 55' AREA-XIV AREA-Xy AREA-XVI AREA-XVII A 4_XVIII Z 166 Q 50. FT. 1,650 SQ. FT, 1.650 SQ. FT. 1,_6_5_0 SQ. FT. 30' x 55' 30' x 55' 30' x 55' �3_Qx 55' 30' x 55' O 1,310 SQ, FT, 1,310 SQ. FT. 1310 5Q, FT. 1,310. 5Q, FT. 1,310 SQ. FT. _ R-13 INSULATION 2x.8 • 16' O.G.- 2r-8 9 Ib' O G. 2x8 • Ib' O.C. 2x8 • Ib' O.G. 2x8 • Ib' O.C. 2x8 • Ib' O.C. 2x8 • I6' O.C.-- 2x8 • Ib' O.G. U DEMISING WALL DEMISING WALL DEMISING WALL DEMISING WALL DEMISING WALL DEMISING WALL DEMISING WALL DEMISING (WALL L,J PEMB GIRT WAL��-�,- B.O. JOIST "� QFFICE Qg If_, OFFICE T e OFFICE OFFICE = l� � -- I m OFF ICE OFFICE `'051 .� � X5100 > I I I) 1 _ Id 1 y !(� C'(�ST 22 F SECTION 5-5CEkT. EXPIRES 12-31-00 SCALE: I%' . I'-0' DWG. N 0. 3 14066 SW 74th Ave. 8UP1999.00383 of 6 3 of �q J 1a.1.. 1 "' aM4^.++•Mu•w0e..•-•-'w.::. • .ate CmIIIIII�IIIIIIIIIIIII111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111 IIIjfjllllllll i it I I IIII 1111111 IIII IIII III I II I IIIIIIIIIIIIIIIIIIIIiIII�IIilllililiii i lil iii lIiylIIIllii illllllll llll lll�I111IIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII "�1r LEGIBILITY---STRIP-- o J,� J� el -- Omm. cm 10 I I 12 13 14 10 17 IO 18 20 21 22 23 24 25 219 27 20 29 30 , 5. LI OIC D ` NONI \ 10 it II 1 _ x �i .r 3 I 1 S FOOTING SCHEDULE_ SYMBOL FTc3. SIZE REINF. _ HAIRPIN THRUST F_ _ UPLIFT I! BASE !E ANCHOR BOLTS DETAIL_ cn 2'-0' SQ. x 1'-6' (0-04 BENT BAR — - -- 0i2' x 6' x 30' 8' x 1' x 1/4. (2-3.4 AN 312, O.G. 00 2'-0' x 3'-0' x I'-6' (0-04 BENT BAR -- -- 0/2' r 6' x 3/6' 8' x l' x '/i' (2)-k4'0 • 3!7' O.C. N _tc —_ 2'-0' x 4'-0' x I'-6' (U-e4 BENT BAR -- Ili2' x 6' x 3e' _8' x 1' x I�' 3; I" cn r- (0, - 6'-6' SQ. x 2'-0' (U-5 x 6'-0' EA. WAY -- -- -- _ 14' x 14' x 3/4' _14)-3-6106 III OO,C u O E b'-6' SQ. x 2,-0' (1)-R3 x 6'-0' EA. WAY _ - --_ 12' X 12' x 5/8� (4)-3a'o • 9' O.G. - W I Y F 4'-0' SQ. x I'-0 l5)-a4 x 3'-6' EA. WAY -- I'2' r. 6' x 3�' 1''/2' r_6' x 3e' 8' x 9'�2' x 1/2' (2)-ie'0 a 312' O.G. O !1J 4'-0' SQ. x I'-0' (5)-04 x 3'-V EA. WAY - I'�2' x b' x 3e' I!'2' r 6' x 30' 8' x 9'' ' x 1/2' (2J-ti 'o • -- W ~ QG 2 e 3%2' O.C. - = Q PORTAL FRAME - I'2' r 6' x ' _ e I6' x 8' r I/2' 2J- 'e'o a 3 2' OG. — u 1-' a0 12 x .i' x 3i ' i I, f f f In 1 i to - 1 N N L U-) e O = W Q1 Z Q- 0 Z W r Q L; CL Z m Z Z O (n 0 m_ (< 5 J `.-_ W 7 L (L 'u J ~ 00) = -0' SQR x I'-b' FTG- — _ 120 -0. � _— � � — - 15rD 0' W �za� ^ W/ (2)-34'0 A$.'s • 3'2' O.C. 30-0 _,___ - 30'-0' �_ 30'-0' 30'-(L 30'-0' 30'-0' -- 0) W W/ i1�2'xb'rs0' UPLIF' --— -- -- 30'-0' _ r. W/ 8x1' x '4' BASE 1E I z J W - a W/ (U_a4 ADD'L BAR ♦ 1C (TYP 5 P. ACES I .X18• C AD.b SMI. a AB.'a ---� _ - ------ I -------- ------- i2ipEt------------ pf�� Q I I I I I I 1 1 1 I ______.__________ i - 't f-' 0' 0 I I I I I I i ' ' ' /--�L O to I -/ SIM. e ' `1 rJ '•----'' I ' I I C N1'Q i r__-___J I L------ I � O I r , , J L____ I �'/ I+1Q __J U I I I 1 r--- `J ' --I I - I I I i 4'-V'x4'-0'x1-0' 51DEWALL F'rz. 4'-0'x4'-0'x1-L..)" SIGEWALL FTG. W/ lb)-•4 x 3'-6' EA. WAY cA W/ l2)-tie'o A$.'s G 3 CG. - RIGID FRA"IE 1 W/ (5)-04 x 3'-6' EA. WAY W/ (2)-1p'o A$.4 a 4' O.G. - PORTA' FRAME I I I 1 ' 1 ♦ 1 1 3, I. t/'• � 7' 'e' UPLIFT }e I I I I I I W/ (.)- $.a � D�2' O.G. W/(2J-I� x6'r W/ I112'x6'x3*' UPLIFT IE / W/ 121-IIr2'xb'r3�' TI4RUS- e I I ; ; i • W/ 1' 'x o'x3►' THRUST IE ♦ W/ 8'x91j2'xl/;' BASE FE - RIGID FRA E _ G ' I 1 ' I I I I 'd I 1'-0 I/'4' W/ .9'x9�2'xl/" BASE IQ / lU/ Ib'x8'xl/2' EASE IQ - PORTAL F ME TYPICAL (8 PLACES) / TYPICAL (8 PAGES' b -------- ----- -- --'------- `-�. rJ ------ I I ' --- - -- --- ---------------- ---- - -- ------ ---------- ---------------- - ---- I 11, 'J1 r------ -J0 , /�I I I `� I I I z r------ 7 , 1 r-- L__1 -- ' I J -- f� �i�j. � ~� �-T- I F�- --r��•� ,- � , I I I � 1 I , ' I , I I i I , 1 , ry �,� I 1 1 I I '• I I I 1 I I I e I 1 I I I , I I , I , I I (® I I I ( I I I E I , ' ' 1 I r--J ' I L----- --'u JO r-- - ),. 1 I J i--------- ' ' ' ' ' I I I I ' I , , I , I 2'-0' x 4'-0' X 1'-6' FTcs , LJ r--------- L.J ' `--------- ' ' I ' 1 I 1 ' 1 I I I 'J/ ' T yy 1 I ' - FTG. L------------ LJ r--------- 1 LJ I I ' I 1 I I I W/(2)- a p A.E.'a a 3 . X 3'-0' r ---------J ^�_ L------- I I I , I W/ (2) x o A.B.'a • 3'2' O.C. '-G'xb'-6'r. e' INTERIOR FTG. „ I I I I I 1 i ' d TMp, L I I ea. W/ fV-'5 x 6'-0' EA. WAY --------------J I I I I I I 1 1 i I I 1 1 I 12'X6'xae• I�� 1 W/ 1 2'rb'x, UPLIFT R 1 1 , W/S' LIFT IQ W 8'x1' x 1,' BASE fe W/(4)-3q'o A B.'a • 9'x5' PATTERN i i I i i i 1 I ; W/ 1811*4 ADD'L BAR , I , I I I (c' GONG SLAB , i (TYP. 3 PLACES) W/ I 1,1-04 ADD'L EAR W/ 12'x12'x5/8' BASE IE , I / 6x6 x W2.9 x W2.9 U.I.W.F. 9 (� (TYP. 4 PLACES) (TYP.6 PLACES) I I I I i ♦ ----------- W f___-___-__ N r--.._�- .. 1 I I I ( 11 I I I I L I - _____ , , , ON MIN. b' FREE DRAINING 0 TYP. 9 r. L---------------------J L__ ;�_.:..__ — ---+- ' I I 1 I STRUCTURAL FILL PER DTL. lib I ' I l I , 1 . _ j A Y L--------- J L--------- 1 1 i i --------- �J r-'------ --J L---------I , -----------------------j - I I J I�. (�� r r---------- l 1 Ll r---�-----1 - r--T-T--1 r--------1 i ,• ----- ----- r I I r L-----J le I. 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LI- I 12- 4q-- i I ; I , I , 1 L_------ I1I L--'---- I ' I I 1 df, r_J LI j I 1 O I 1 r------1 I Oj I r-----J O I I r---__--J j O ' L-----• I I __J L_--- I OL I I I I I '1 r-- Ihl____ I , ___.___ __.___ ___ I I ' I I I 1 1 I L I I , J L I I I , I IIIGJ IAAr O 1 ______ I I I I I I I I v .CI ------ -- ----------- ' --------------Jr,` ------ — — — --' ' - - , I I I 1 I I I I - d I l I -0 II4' L____JL____J 1 A �a ,o .� Q • 4 6' CMU WAINSCOAT 0 i 2• NORTH, SOUTH 4 E45T WALLS • 2'-0' HIGH FOUND,4T I ON �''L,4N p LL_ i NORTH PID NOTE: S All lv e�0 SAUICUTS AND CONTROL JOINT NOT TO EXCEED Oslo 20' X 20' GRID TO BE DETERMINED IN rHE FIELD. W 14f-W ptL _,_PT EXPIRES 12-31-OU DWG. N0. 4 14865 SW 74th Ave. BUP1999.00383 o f 6 4 of 41111 ,44 1 ,..... II IIII II11-1111 IIII (III IIII IIII III IIII IIII IIII IIII IIII IIII IIII~Iwlll IIII I� II�hIIII IIII II II IIII IIID II�IIII Illlpl' IIII�I�I�I�II IIII IIII Illhllli III�I�IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII , , cm s bb �i LEGIBILITY STRIP O � 2 3 10 11 Ig I'IJ 14 10 17 Id 12 20 21 22 23 24 25 20 27 28 29 30 CD !81 I1IIIII'IIjII'111p1l1(111III'�'I'I LMON, �y10 �IIIIIf1��1AMMMM11111YM♦MKA1�i1 I I Iq W. STUDWALL Rlp -- ----------------------- ---- / -- __ - --- - ----- 14'-4• 24"x36" MIRROR- E_ EXTEND FOOTING ---- BOTTOM 0t3'-4' A.F.F. T FOR POSSIBLE ° E3E rn -2x4 • I6' 0'. Q 2dx18" SINK-RIM I j FUTURE MEZG. STUD WAL 0+2'-1d' MAX. A.F.F., ( ______.- __ I_ EXPANSION oI 5 DIAMETER MIN. 2'-5" CLEAR UNDER. 16' WD. x 14' DP __-_-. _-__7 -- -_-: :-- — - - --i'•' PLYWOOD SNTG. 0 MONO. CONT. FTGs �� I I 1: 2K6 HD APA RATED lroI32 EXT.GLUE GD-X 1 MaNuvERING ar1Ea I c ELONGATED W.C. BOWLS W OPEN- � . w/ Iod NAILS • 6' O.G. EDGES AND FRONT SEATS - SEAT 0+1-6" t 1' W/ (•� 4 CONT I e O.G. FIELD. LAY PERPENDICULAR TO O TY P. • INT. BRC WALLS I I SUPPORTS AND STAGGER JOINTS. L.J 3'-0` GRABBAR 0t3'-d' A.F.F. 3'-6" GRABBAR 0+3'-Or A.F.F. _ - - w w I D-D _ _ _ D F- L_ y y y -5i8' TYPE 'X' GW$ GLG 2 U T.P. HOLDER 0+1'—P MIN. y 2i8 I6' O.C. 0 i-16' WD. x 14' DP. — --- • B'-4's AFF PL BIND WALL SOAP & -TOWEL DISP. I I I I T 14' TJI / L615 • 24' ,G. F'�NO. CONT. FTG. _ 2x4 • 16' O.G. � C Ota'-Ort. I W/ (21-•4 CONT. BEARING WALL --- i 0 TYP. • INT. BRG. WALLS -- I � WALLS: GWB W/ PLASTIC � u OF�D3'6' SG. (TYP.) TO LAM41AjE0" A.FINF.F. I I I 2x8 • I6' C.G. - ---- - - - N CEILING: PAINTED 5/g' TYPE 'X' G.W.B. I I DEMISING WALL M ? e N un U -- - -_ I - - I O Z W FLOOR: SEALED CONCRETE SLAB I - -- __ � W W/5 COVE BASE. I I _ J 2? 2x6 114 DR, vj u _J L I� I --� 5/8' TYPE 'X' G.W$. CL�o m \ DOOR HAROWARF' LEVER TYPE W PRIVACY LOCK I -- — — • e'-4': AFF. a -2x8 • 16' o.c / e - — - DEMISING WALL AND OCCUPACY INDICATOR 2'- __ I I ° Im' 6' -m' -e ^ (2) 2x6 NDR u --- - -- -- -- � /� 1. 01. 1 _7 - - r- y -- - - - m a - -- - - E-ELL 8' CMU 2x4 s 16' O.C. FLOOR PLAN ° y 8\�T�GRADE BEAM PICAL 8'-a' HIGH STUDWALL POUR ALCG,,E SLAB W/SIDEWALKS TYPICAL OFFICE TYPICAL OFFICE TYPICAL OFFICE aac FOUNDATION PLAN CEILING FRAMING PLAN REFLECTED CEILING PLAN14 D NM ON O 1i Li. 0, p, 16' WD x FT aI r � MONd. DONT. FTG. W [,-U,/ (2)-•4 DN W 0,Al ONT -� 24' 36' TYP. INT, BRC. WALLS 13 r MIRRQP. 16' Or- 0 - BEARING WALL \ _ ? Z� O W v _ --J — 3 - J W -- a4x 4--------- ---- - - - s' PLYWOOD 51-ITC. 3 3'-0' - i �_^---.• 0 P - t21 2r6 ND APA RATED 48/24 EXT.GLUE CD-X -. :__ I� D STANDARD I'-5' rt--- - I- W/ IOd NAILS • 6' O.C:. EDGES AND I U� I 12' O.C. FIELD. LAY FERPENDIGULAR TO Z rGRAB BAR - 2x4 • I6' O.C.- ✓ `` STUDWALL SUPPORTS AND STAGGER JOINTS. I 0 i U �-2x8 • 16' O.0 i-5/8' -YPE 'X' G W.B e--LG V ° ! I� 0� DEM151NG WALL • 8'-4's AFF. e FULL HT. I I n �' 1 r --- ---------tr I v r r� _J Z MIN ------- l - --- _ - -- 16' WD. x 14' DP. 2x8 • 16' O.C. J MONO. CONT. FTG. DEMISINCs WALL 6 W/ (2)-•4 GGNT. FULL HT. I w MAX. TYP. • INT. ERG. WALLS FRONT LAV. SIDE TYPICAL TOILET ROOM TYPICAL TOILET ROOM TYPICAL TOILET RnOM ' ELEVATION ELEVATIONFOUND�4TION PLAN CEILING FRAMING PLAN REFLECTED CEILING PLAN I DEMISING WAL_ Z z 3'40' 2 TOILETPAPER 0 HOLDER � z 8 r r LLJ rZJ1 � f Q a- O TOILET SIDE r�Li i� W ELEVATION U wv zz I w _z oz LL_ (/� w 0 L TYPICAL HANDICAP ACCE SS 15L E WD � Of -i TOILET fROCt"I Qf M O Z C�d kn o w 1/2 n = 1 I-0 II DEMISING WALL -\ OPEN TO STRUCTURE / DEMISING WALL z CO [— � M < z w Q O Z U LL_ z -- -- ---- ——- -- ---- -- - — - LLL_ u z O a (L LLJ RIDGE - ---- - - ----- — - -- - —— -- - — LL_ LL_ x O F a a #N4 010 SI, 0610 optso11 ti c .o LST 12 �M F1 PE►9 CERT. EXPIRES : 12-31-00 -�_ -- _-- - -- -- f DWG. N 0. A � ROOF PLAN TYPICAL 'AREA" 5 REI=LECTED CEILING PLAN ' I/32'•I'•m' - uses sw Tun Ave /,•"I -®' BUP1990-003B7 Q{ S of u 19 1 rf I � , cm I III! Inlllil I!I'I (III (III li VIII illlill llll ll!IIIIIIIIIII i1 1 'IIIIIIIII (IIIIIIIII" ,IIIIIIIIIIII�IIIIIIIIIIIII'IIIIIIIIIIIIIIIIIIIIIIiI�IIIIII IIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illllllli lllllllll Illlillll _..,.,.....,;,...+•._..-.wy+aa.w.r._....,-.:-..-:.w . � ;�y_ -.W,..,... ,..cT+wr..r.;. a snY+w LEGIBILITY STRIP lomm-1 cmOI 2 3 d A s� Io I I I2 13 I4 1 18 17 18 19 20 21 22 23 24 2115 218 2I7 219 29 .30 of CD ' NON( • 10 I, l F w 5 a' ='G :i EXP. E'OLTS • 48' O.C. i-�s'o EXP. aOLTS IN 48' O.C. (MIN (2)PER CMU PIER) / (MIN (2)PER CMU PIER) BLDG STRUCTURE BLDG STRI,GTURE Obi 6' CONCRETE SLAB I' CLR MIN, J I W/ 6�6 x W2.9 x W2.9 W.WF i 5/8' TYPE 'x' G.W.S. t>I %20x2'0' SMOOTH DOWEL 8' SOLID GROUT CMU WALL N W/ 'S VERTS • 40' O.C. j 8' SOLID GROUT CMU WALL CL '.VC SLEEVE. W/ (U-45 HORIZ IN BB. TOP BTM. W/ '5 VERTS • 40' O.C. O -+ --f- - - +---� - W/ (0-05 HORIZ IN BB. .TOP 4 BTM --- 9 0 w 6' CO'dGRETE SLAB - ip 5TU1'� WALL Y STUD UALL w:9 x w2.9 W.WF. c� W BURKE KEYED KOLE) PER PLAN 1/2' GD-X OR -1/16' 0-1i.B. SHTG- PER PLAN = Q _. J JOINT FORM CONT. OR 'l.1 EQUAL W/ HARDY PLANK SIDING �5/8' TYPE 'X' G.W.H. t j HILTI X-CF MI O.C.'-0 ' 4 • HILTI X-CF I CLEAN YP. CONSTRUCTION JOINT , /�• 4 -p' O.G. , WASHED SAND DAMPEN PRIOR N.T.S. i -6' GONC SLAB r-6' GONG. SLAB TO POUR W/ 6x6xW.^t.-W2.13W.WF. WW/ CONC. SLAB W/ 6x6xW2.9A LJ2.9 w.WF i / brbxlU'?.9rUl1.9 W.W.F. �7 tol4 ' 0 0 0 - . r0 0 --_ — MAKE SAWGUT 11.2' DEEP 'l11 ' � � Z o f . WITHIN 24 HOURS OF POURZ N N T•- - I FILL W/EXPANDING .INT COMPOUND -r2'-'4 CONT 0 W 6' CONCRETE SLAB \ _ z W/ 6x6 x W2.9 x W2.9 W.IUF -y (1'*4 BAR CONT. --(1) 04 BAR CONT ;3 �' f 0) CL m Fes' OF FREE GRA NTNG �LELL GRADEG� APPROVED NATIVE h �- TOP BTM. C. CRUSH BASE ROCK ' BEARING STRATA TOP 1 BTM _ �'-C' COMPACTED 1 TO A MIN OF 9E OF ASTM D-1551 OR COMPACTED 6' 10' 4' I STRUCTURAL FILL b' _14' 8. 4. _ j m Z Z - TYP. SLAG CONSTRUCTION , TYP. SAWCUT JOINT 3 TYP. GRADE BEAM 4 TYP. GRADE BEAM 6 (_DFFICE e GRADE BEAM � ALCOVE i m Q _ r a: Li - SCALE 3/4' 1 -0' i IyT3 b G S� SCALE: 3/4' • I'-0' �' SCALE: 3%4' I'-0' b SCALE: 3/4' 1-0' i y 1) A OPP 10 OPP, 8' CMU WAINSCOAT K 0 0 OPP J I'-0 I/4' PER PLAN ,y,� a RIGID FRAME Q A.H.'e V M K A - W/ 91.2',8'x'2' BASE tE . I ------- ----------- ---f_�TW/ (2)-'•"o x I'-6" A.B'e • 3';' OC ` co w/ 4" BTM C m ---------- I j 1 W/ I12'xb'r e' TH}QIJUPLI ST tE / W �ZFT lE 7co { I I I. 3 rt1 / I 0) Z / A.B.'6 2 FTG. A.M'e • 31,2' O.C. I / THRU :f ---J 1 • a o x I'-4' A$.b 3 ?' O.C. _4=x a 1 W/ 4' BTM. HOOK � � I I m Z � STUD WALL - , _ Wi 4' BTM HOOK F-- PER PLAN r--- - / I J W aaLL 6' GONG SLAB i ?a{3 8 9 I - _ D _--1 + • PORTAL FRAME B, CMU GRIC 101NOAT N W/ 6.6x=13xLX 5 W.WF, I HILTI X-CF O I C 'v � —� IWI I6'x8'x'-,2' BASE le • Z • 4'-0' O.G. i 9 m / r ; W/ (2)-11"o x I'-6" A.B.'s • 4' O.G. W/ 4" BTM HK. --t' T-y - i 2�1 W1 UPLIFT E U1/ 11�'x6'x��' THRUST R X10 OPP 10) I 5e'o EXP BOLTS c 48' OC �e'o EXP. BOLTS ® 48' OG i L__=. i STD. MTL. SIDING (MIN 2' PER CMU F ERSTD. MTL. 51DING .`(MIN (2) PER CMU PIER) 1 r-BLDG 3TRUCTURF ------------- BLDG STRUCTURE d 8' SOLID GROUT CMU WALL PLAN VIEW FTG. / ---8' SOLID GROUT CMU WALL 1 -W/ W5 VERTS • 40' O.C. i W'/ 5 VERTS • 40' O.r �• NOl J-BEARINGt WALL FTC,. w/ (I)-a5 HORIZ. IN B.B. TOP 4 BTM. W/ r v-.5 HORIZ. IN BB- TOP 4 BTM. � A OPP. SCALE: 3;4' t'-O' b K IM (2)-3.'o x I'-4' A$.'e • :'?' O.C. V� s x 1'-4` A$.'s • 312' O.C. /- 8' CMU WAINSCOAT c0i W/ 4' BTM. NOOK ' +3 Z (4)-3/4'0 r 1 -4' A$.'e t L. t F / �p W/ 4' BT►'1. HOOK -" PER PLAN------ -----------, I';'xb'xse' UPLIFT F2x STUG WALL WAREHouSE 51DF 1'-0 v4' 1I,'2'x6'x%, UPLIFT EV:' SHEATHING I'-0 I/4' i / i 1 5 L:' • FTG. `C>� 6' CONC. 5LAH Z Sib' T7 PE 'X' GWB S AB.,6 DEMISING WALL . r-6' CONC. SLAB 4'-j' • FTG. E- 412' • FTG.'.E :i 6' CONC. SLAB I W/ 6x6rW11),LU2 9 w.U.F C o I w/ 6x6xW..9rw.... W.WF. W/ 6x6xw29xW2.9 W.W.F. 4'-0' O.C. ? - - _. - - - - - - -- _ _ - -•-- - . 6' CON(" SLAB— - rn W/ 6x6..J2.9�W29 W.WF. EN. - o i vg ,.. .._..–•--- I SII z ��}'-_s�i ., _ F / 0 0 .9 Z THRU I - -_+_ - 3' CLR SIDES 4 BIT' m • :�; • - 3' CLR_ 51DES 4 BTM. N x I'-6" A$.'e • 31/2' O.C. U 04 BAR CCNT.-" -� I ' I W/ 4" BTM HK. TOP 4 BTM Q 2'-0' x 3'-0' • GRID I 1) •4 BAR CONT. (U-•4 ADD'L BAR 12' i W/ 1112'x6'x3y' UPLIFT R 2'-p' r .:'.0' • GRID 10 2'-0' SQ. 1,2' 3*' THRUST IE 3' C-R SIDE 4 BTM 2) '4 x GON'T. TOP t BTM. I I)/ I- xb x 6 6' SCR. 6' PER PLAT 6' I 3' CLR aTM. 4 SIDES 1e' 18' I ----J `-(U-•4 ADD'L BAR I` •• I L------- -------- 18 --- — -----+ I TYP. BEAF:ING WALL FTC-,. e TYR CORNER FTC, 12,. s PLAN VIEW +� FTG. F TYP. END WALL FTG. „� TYP. INTERIOR FTG. 12 SCALE: 3/4' 1'-0' b 3/4' _ I'-p' © b 3/4' 1'-0' b 3/4' _ '-0' L>(E; b Q A OPP. _ K U �- X - PLATE W M , PER PLANS Z I'-6' A"B'e • 3'2' CG. (OUTSIDE OF A$.' �, W/ 4' BTM. HOOK L.L. Z 8' SOLID GROUT CMU WALL -- I!y'x6'xx„' UPLIFT IE Z 0z VERTSI - THRUST PLs�"E '- _ U W1( 05 HO • 4p' O.G. PER PLANS (� ,�, V) W/ (U-5 HORIZ. IN B.B. TOP 4 BTM. C'JTSIDE O- A.B. � r 1 `---R-19 INSULATION R-19 INSULATION 6' CCNC. SLAB a THRUST PLATE `C W/(px6xW2.9xW2.9 W.W.F. RUS L E r-• O TACK � PER PLANS m W 2x LEDGER- . (TYPICAL) (OUTSIDE OF A.B.) - ANCHOR BOLTS I -EN. W/ (:) Ibd MIN. EN. 3/4' TIG PLYWOOD I'12'xb'x4y' THRUST IQ- 3/4' TIG PLYWOOD Y PER PLANS (n � W (TYPICAL) L' � --� TJI PER PLAT. iv - GJd I L d Ln < Q I SIMPSON A.',5 Gl IF � R-13 INSULATION -� CONT.GR BM.- � J � C� _0U f L) � f— RE INF. u, ` • 24' O.G. --- { - - . . 2x STUD WALL--\ TJI PER PLAN r' 4 x Q ~ Z W I --Vie' TYPE x GWB PER PLAN � °%' 'HYPE X GWB 3 )CLR SIDESA.BTM. �' ER�PI.RAIVBB BOLTS O J T�07E X GWB 2x BLOCKING I SiMPSON A35 CLIP PER PLAN I • 24' O.G. - UPLIFT PLATE I °h' TYPE X GWB I 4'-0• g� �' PER PLANS z U r PER PLAN UPLIFT PLATE Z i 1� 1 PER PLANS 1 I DIAMETE�R LENGTH PROJECTION STUD l'-ALL --' � 1 TYP, SIDE WALL FTG. ,0 3/4' I - � Q 9• 1 -4' 2 PER PLAN 1 I --- R-13 INSULATION 3/4' I'-fd' 2'— I aEA IN WA 212 -- 1 R G LL TO CLCD. CONN. _ I I/4' 2' 0' qr � FF;,4MINCc � FULL �-IEICx�T UJALL µ 2'�2' 3/4' I'-0' b ' MINIMUM VERIFY W/MFR. TYR PLATE TO ANCHOR CONN. N.T.S. --I -- R-19 INSULATION 2x STUDWALL • I6' O.G. Q EN 3/4' T4G PLYWOOD CONT. LVL W 1 (2)BLKG. PANELS SIMPSON A35 CLIP- 3/4' T4G PLYWOOD Q • 24' O.C. ' 466a"W"IMA,77= R-19 INSULATION - TJI PER PLAN P.E.M$.FRAME (2) _ 0,145 POWER ACTUATED OR(2)012 WOOD SCREWS OR l2) °I2 TEE SCREWS EA END ♦�a1N�0* r I TJI PER PLAN -- �Ix2. 10 GA CLIP CEG - -- __ - - - d-F-1 4' 6' LONG SPACED _- - - ----- _-- - - - - , �c (4)'12 TEK SCREWS ..x BLOCKING-�" - ' �-`- __ - PER PLAP, ° ' 'b' TYPE 'x' GWB ° ' TYPE 'X'GWB • 4'-p' O.C. - G co ,->'- e TYPE x. GWBOR O.i45 POWER '?�•��' � i I j 2' GAP ACTUATED FASTENERS vs7 27 x'0'l, R pEP 2x STUD WALL R-13 INAULATION DO NOT FASTEN- -1 LAYER q/8' GYPCRETE ~ ---- (3) 10d TYPICAL -2x4 (FLAT) j G1'� THRU TYPE X GWB EA SIDE • 48' O.C. � R N R-13 INSULATION CEG CLIP I I CERT EXPIRES 12-31-00 / I�-°xe' TYPE X GU1B X11 2x8 STUDS • 24' O.C. ( 2x8 STUDS • 24' CC. DWG. N O. I a WALL TO CEILING CONN, PARALLEL ,b _J_OIST TO DEMISING WALL CONN. „ INT. DEMISING WALL CONN. PARALLE w INT. DEMISING WALL CONN. PERF• SCALE: 3/4' . I'-0' i 3/4' . I'-p' i 3/4' . I'-0' i 3/4' ■ I'-0' i 6 a 14865 SW 741h Ave. BUP1999-00383 of 6 6011 • J9 ANN(-,_ AC 1 , cyti,M.•�•.Iw4n,r..r.. ..... ,. ._.-...._..__._ __,. .-..-_-' -_. "wrM4a:tirar...., ...... r-.y.iv..n_;--,pan.-vmr^ .__.__.... ..-•MP■WI!.R!'.A:.y. /,13�.:u ._...-.. -.-4.._...-_. __._ .+,-...._....n.,:.., ..i rt'.•,r•merAii+lYtYc,-. w.,., i,..,, -it.4.ia:�..fT+' OMif+l.-'.'41�/11� LEGIBILITY STRIP Om0,I cm I jlinllnlilnl�In�lu111nllnllluii IOIII�ilillll lllnl n11j, 11 11u�Inl In �U 'iilnll Illljliii Inllnii'iln�iill �Iuliiill'Iilllii lill�ilu ulljln 11 11In nll�nu nIIIIIu nnllnl nu�uu IInIIUI nu�nn 3 ®I 7 1 ' ,••----------_- IOmm 11 Id� IS'� 14 I Ifs 17 19 10 20 21 22 23 24 28 28 27 28 29 30 CD EI II OI ti MONI • 10 E z, CS cl I 1„ y I i^ ij QQNSTRUSANITARY SEWERS ROADS, DRIVEWAY dt PARKING AREA 1 SANITARY SEWER l AitRAI S ARE 10 BE 6" PVC Will MINIMUM SLOPE. OF 20% GENERAL NOTES 1 MA[EHIAI IN SOFT SPOIS WITHIN THE ROADWAY ShAt l BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDADON AND SHAII BE THOROUGHLY COMPACTED TO A RELATIVE DENSITY OF 95% OF T-99 4" RUCK IS l Wl,t,,r -.i,U MA ILMAI :HAI I (♦IJtlf(IRM TO 111E RLUU&EMLN IS 61 il't 11 OF iIGARD ((.I i 1 j, LI:;A 111E MAXIMUM Al LOWABI E SIZE. STORK) DRAINAGE „N & C„r,`ItRL1C,T1Ofr STANDARD:, OR STANDARD SPECIFICATION F6f2 i hill 4:,1tKS CONSTRLICIION, 19H7 GASKETED. BE I 5 NOTED ON THE PLANS AND SIIAI A APPIICAH1. All SfUkM URAIN MATERIALS SHAH BE,I 2 &1 ALAIHER CONSTRUCTION AND OTHER UNFORESEEN CONDITIONS MAY REQUIRE THAT GEOTEXTIIE BE 1. OTHER MATERIAL MUST BE APPROVED BY THE ENGINEER do CITY PRIOR TO L HE JC ON SITE I E, PLACED UN THF SUBGRADE IN THIS EVENf, 111E CONTRACTOR IS TO CONSULT WITH THE ENGINEER AND WORK TO I THE WRITTEN RECGMMLIIDA]IONS OF THE ENGINEER E X [(:Till( 1) THE (.UN1ftA(;TOR SIIAII O[ilAlrl At; REQUIRED PEkMll:i AND IIf.LNSE', bf+ •+•t :.iAk11NG CONSIkUCIIUN. (;fINC�L,l1RI3 1 3 THE CONTRACTOR SHALL NOTIF'r CITY FOR INSPECTIONS: (1) WHEN THE SUBGRADE IS COMPLETE, I AlSliNG 1111111l' LOCATIONS SHOWN ARE APPROXIMATE ONIY; AOU1IIONAi 11t11,tR';ROLIND LliIIIIIES MA( , IAII'i THE CONTRACTOR 511A1 I A RIF i All UTIs l t r I OCA iIGNS PRIOR TO CON,I1u;.110ti AND SHAI L ARRANGE FOR THE (2) 24 HOl!R� PRIOR r0 PIACEMEr11 OF ROCK BASE MATERIAL AND (3) 24 HOURS PRIOR TO FINAL - RE I(1(.A IION Of AN? IN CONi I IC f Willi THE PROPOSED CONSTRUCTION PAVING FOR Ali INSPECTION OF THE WORK j 4 THE ROADWAY MUST BE PROOF••ROLIED UNDER INSPECTION OF )FIE ENGINEER AND CITY WHEN THE SUBGRADE r - SLHPI C 4 lilt ENGINEt.k 11x5 BEEN k1 Ir.iNEO 10 PROVIDE DESIGN AND COtiSTHu(.IIOII P4t :ItW SERVICES REIAIING TO IS COMPIETE AND WHEN THE TOP ROCK IS INSTALLED PRIOR 10 PAVING. r cell Uf: 1 hit (♦ONiHaCT FL.Af ITR 1 5. THE ASPHALT CONCRETE PAVEMENT SHALL BE PROVIDED FROM A MIX FORMULA AS SPECIFIED BY O S H L) h Illi CUNTkAC1UR SHAH fJUIIF ( 1111 E lJGR1EE11, CITY 24 HOURS BEFORE SIAkI1N(, (:ONSTRUCTION OR RESUMING 5. SECTION 40311 FOR CLASS "B", "C", OR "D" ASPHAI T AS SPECIFIED THE CON TRACFOR IS 10 ` mm WUkK AF1f.k ;IIUIUOWN, EXCEPT FOR NORMnI RESUMPTIUrI OF WORK Fc.ntOWING S1Nf " IS HOLIDAI'S. APROVIDE THE ENGINEER WITH CERTIFICATE OF COMPIIArJCE FROM THE ASPHALT PAVEMENT PLANT UNLESS L�'G.E'ND ` PRI CONS INUC,TION MEIE iING Will CITY IN`11'L C TOR IS NECESSARY OTHERWISE INDICATED b 111E CONTRACTOR SHALL ASSISI flit INGINIER IN PREPARING AS-CONSTRUCiED DRAWINGS, THE ENGINEER 1 EXISTING STORM DRAIN �• �i'L' %HAI F SUHiAI l AS BUILT 4WINGS 10 (.I f r WH1 N PROJECT IS COMPLETED WATER SUPPLY -�� 1 PROPOSED CATCH BASIN & STORM SEWER , I. ALL WATER SYSTEM WORK AND MATERIALS SHALL COMPLY WITH CITY SPECIFICATIONS, THE OREGON 2 OF .3�4 �lll_3OLAI1l C_E7ME AC_f_f I1 EXCAVATION AND GRADING STATE- HEALTH DIVISION ADMINISTRATIVE RALES CHAPTER 333, THE AWWA AND THE 1988 APWA STANDARDS, ;;) EXISTING WATER LINE CRUSIIFD RCJCK Tfl �:)�: f1PTiMl1M hFNSITY I IN IIIAi ORDER, I'f�h AASI f I Ll 1 -9'� 1 1 IFIL CONiRACTOR SHAII D1 11RMINE THE TYPE OF EQUIPMENT AND METHOD iO USE TO ACHIEVE REQUIRED PROPOSED WATER LINE 6' QF 1 1/2" I COMPACIION THE CONIRACiOR SHAII ARRANGE FOR A CEOIECHNICAL ENGINEER TO TEST AND CERIll Y SOIL 2. ALL WFTER LINE PIPE SHALL HAVE MINIMUM COVER OF .36 INCHES TO THE FINISH GRADE. CRUSHED Rf1CK COMPAC IiON (,III' Of MOI AI L A ANN TIL[ E NGINL FR SHALL RECEIVE COPIES OF ALL GE OTECHr11CAl INSPECTION EXISTING WATER VALVE Ai,D 11 ,1 REPORTS. 3. THE CONikACTOR SHALL TAKE PRECAUiIONS TO PROTECT PIPE INTERIORS, FITTINGS, AND VALVES AGAINST COriTAMINAiIOti' �- PROPOSED GATE VALVE t f DEMENT SECTION 9 Pil'1 BEDDING SHALL CUNfOf<i�A 10 lief GRANULAR BEDDING AND BACKFILL REQl11REMENTS OF APWA AS APP11(.aEIH RIDDING SIIAII BF .5/4"-0"CRUSHLD ROCK, IXCEPi WHERE NATIVE MATERIAL MAY BE USED. 4. FITTINGS AND PIPE SECTIONS THAT Will_ NOT BE DISINFECTED BY CHLORINE IN LINE FOR 25 HOURS SHALL HAVE PROPOSED SEWER LINE 1 THE INTERIORS SWABBED WITH A 5S. HYPOCHLORITE SOLUTION BEFORE THEY ARE INSTALLED. (1 I 3 110INCH BaCKFIII WITHIN THE RIr;HI-OF war 51IAlL BF CLEAN, wEll.-GRADED 3/4"-0" CRUSHED ROCK EXISTING SEWER LINE ' ,)MI'ACIID IU 9`)% AASHTU 1 99 5 CONCRETE THRUST BLOCKS ARE TO BE CONSTRUCTED AT TEES, BENDS, FIRE HYDRANTS, BLOWOFFS AND WHERE: - - INDICATED ON THE PLANS & STANDARD DETAILS THE MINIMUM BEARIN., SURFACE AGAINST UNDISTURBED SOIL IS SHOWN I All ROUGH GRADING SHOUI D HE PERFORMED IN ACCORDANCE WITH CHAPTER 33 OF THE H 14 C ON THE DETAIL SHEET. THRUST BLOCKS SHALL BE ALLOWED TO CURE 14 DAYS BEFORE PIPELINE PRESSURE TESTING. �fl WATER METER All AREAS OF FILL THAT WRL 13E WITHIN A FUTURE BUILDING ENVELOPE SHALL BE COMPACIF.D IN ACCORDANCE 6. THE PIPELINE SHALL. BE TESTED AT 150 PSI AT THE LOWEST POINT AND HELD AT THAT PRESSURE FOR 2 HOURS ;I: EXISTING FIRE HYDRANT / l AITH CHAPtlit +0 UB.C. THE TEST IS TO BE WITNESSED BY THE CITY INSPECTOR AND THE ENGINEER PROPOSED FIRE HYDRANT t, THE CON11tA(,10{i SHALL. PROVIDE PROTECTION TO ADJOINING PROPERTY FROM EXCAVATION AWD FILL ^.CTIVITIES 7 THE PIPELINE IS TO BE THOROUGHLY DISINFECTED AND FLUSHED IN ACCORDANCE WITH THE CURRENT CITY AND FROM `.i[DIVENTAIION DUE TO RUNOFF THIS MAY HE ACCOMPLISHED BY 11-11. INSTAII_AT10N Of APPROPRIATE WATER SYSTEMS STANDARDS. ROOF DRAIN I EGR�O1J0 L ,1 IIPAINAGI 1)i ICHI`i N1 AN lilt PROPI R1 Y BOUNDARIE`i AND BY KEEPING GRADING ACTIVITIES A] I f,•S1 2 f E L T AV1Ai 1141,M i'fi()PFRIt HOLPIDARIFS, A, RFQUIRID BY 111E UBC CHAPTER /0 8 PRIOR TO ENERG171NG THE WATER SYSTEM, A WATER SAMPLE SHALL BE TAKEN BY THE. CITY INSPECTOR, l SUBMITTED TO AN ACCREDITED TESTING LAB, AND RETURNED TO THE CITY INDICATING NO HAZARD EXISTS. 1 MATCH EXISTING/ , u � GRADE •, F7 •2 G' 4 0' u' 14 0' ��R I I 1 1 _ \ I s" 11) WATER QUALITY SWALE SECTION ao2' /9 d' ! - 20.5' -- ----- - 59.3' - .. _ ____ _- (.-) 1 i 20' Mw CLASSr\ GRATE MASTER CH 03 I GRATE : 141 b2 47,4' N) 100 RIP RAP - -q�Q ! 1 / d 0' I I / IE OUT = 138.45 (� U 1 .0 C C p C �(� HYDRANT TRASH :110 0' I I � TOP OF BANK �� t - I I ' I 44.71.,,.,.. / _ EIRE I 6 5 4' Q r .h .,1..,.. 6,.x45. IIYDRANI I134 ;8 I F 6" DIP 0' j I y,. BEND 26.2' ' i Q1 4 5 ti' - 1{ '_R-110' 4 GRATE MASTER CS U4 � .� - 46 GRATE MASTEP, CB 02 0" I)(D: I Ilt!('i) A1tal)El 80G'1D 6 �� 'Jy 0� 4 Irl VA;II I I d"&T1;6I 1' ('HECK Flt TEC IOIl ASSEMBI Y �, GRATE = 140.82 c, 6 w CRATF = 141.70 f +o v ti, B"s9Q' - (OR APi'R�VED EQUAL) Ili U 11LITY VAUI I tc Ln IE OU 1 13790 N +� .� y IF OUT = 138.86 BEND 69 51 1 F 8" 11 ` , 'u P.11.1111 l b81 WA (OR APP R,)vI D LUUAI ). o S i?. . i 15 0' - I' n c, 1 OSA F ,, (``�>> (0(�(i I11`.,Irlll DA711TL Oft C.i,tUlf(:I f0 51011M i2 n �80 �` 5' d' -- - Z U' { �}-p �/ I DRAIN I Illi Iu, lY�_1LL.�_ /' 6"x45'_ ..., .., _. -ll 121' x 10 REDO¢ER I ENS I ) 12' yo, BEriD 121 x 6 REDUCER 10'�_[Et -_- I 115 88 IF: 6" DIP 50 8 -lEt wiTH FDI - -- -- 712" W 131 71 I ,J n 8 x 6" kE DUCER11iE=137 7 iU' x 8" RE UCER a o ONS & WI I x 6" RE UCER - lbJ' 110 10 U' l• 1 '(1 WIL11 '311) PVC; 25 0 LF 10 PVC; 103 0 LF C.0 I IE- 138.2/ 8" PVC; 104.46 L F co '� fid`PV(. C 0. 6"__9U' HEND - p _ I I - I i I I i [IC-ARD 1: OD -- -- r ._�1� I t.1 r.11 I JAI.{� (L� I I S=0 0 5a i S=0 54 12 0' S=0.0050 S (,050 Q I. ONIVI.WA i 3' ;}, /,�r/" d„ FEE TWO 1 , / e,-6 REDUCER I I I I IE-13&79 Ic: 1 12 .00 T K N 31.0' 1 C) .'1, --a- 1 Z� l F Uh WA f t 18 0'a y`0�`1, - t I Olt) IF $WAIF # ��'� 4E ;/,0`'� 1Aif It 11 l;i iU tXIS IIrj� Sltl[3 v7l S= i�U1G 1 �, .til , , •, CorilflACTOR 10 Vf Rif Y LOCATION ( C i; ( , , 1 :,I 1B 0' -� 2 & Di 1'111 PRIOR IO ANY CONS IRLI(.liotJ l i.�, %i// i,. 'i, f�� %:•' i '�' '/t' % '/, /. ,l ;'r�7' IL AT RA _ i. . I; SSL F I r W I 1 ; At IE = 138.0 MIN_ 150.00' 92 29 1,F; 6" PVC SAN IA Y C 0 r o j I s- i o l r � SEWER I.ATERAI 4D 2 0. { > d I I I j I a n 1 1 1 I y a N _ _ d'I 1 - 230' -- -- 2v o' I (; I�:1I'I II(; ('.AI,I w 1 Pf� OPOSED 4' 15' �4' to II CII U J IU tW) 1 C I d In o GRATE MASTER CB 01 O 1 I o GRATE = 141.97 N o BUILDING IE OUT = 139.51 u a v' FF = 143. 0 M IN F'EE1' Q CI-ASS 100 RIP RAP I r� 1 inch 20 fl 00 ; 2' WAFER SERNCf r n I, Z 1 IE OU 1 =136 QU I` .� V / ( /' - -f-- 16 0' 8,)',e- f Ld - 1 1 S oL ( 15" TEE O IUNSiRl1C1 1 1 2" SERVICE , l 4 1F x 12REDUCER l & METER PER C11Y STD 24 15" x 6" REDUCER I 1 vo ( 15' PVC / IE=136 95 i O CITY OF TIC AHO Flow THRU CB 05 / Gf2 7i 141.80 __ 150 IF • III 1 Approved- 8" PVC ROOF DRAIN h ........................ I IE IN= 1;16 74 �- - I ... A •................... I If nl1T= 136.54 5400140 14.17 LF (TYP ) 1 O I Conditionally Approved................ • C.O. 5=0,0067 14 /0 17 1 fA! ( For Only the Wort(ciS (1C'c..r,t�„lf in: 2' li j�''' I I I I A I - C�-3 N�lr'�R I PERMIT NO. p t: • <<G+ �1,� r.. . '<.-.!�.!_�1f: . .fl. �. ✓, ;! l..�i.�... i I. /.._ . . . 6AS S, 1 L(3tter to E. i I , , 18 0' - 2 O'i) p Ut L IE 137 0a t 180 26 0' I-�- i i >,` 4�� IJ ;; Job Addre L &° 8" TEE Two_ �� ,�I a'4 •I- I t?yl 8" x 6' gDUCER I I I _-TJ - , 1 ( In IE=1 7.7 I =13 6 •4 t 1 1 , PVC; 78 0 LF C C, / C.O. 6" PVC; 1 0.0 LF 3 b LF15 _ .r �- C O 1 3 11J, III 1 /' S-0 0067 S=0.0050 I (tl) 1 C.l. .3U' WII)I SIU s P�4 60 6' u L, l' 54 7' .. vN > n 598' ♦a .. 1 ,_ I --- - CITY 01 il(;ARf) civ In COMMLI16JAI HNIAWAY • i.0 -14,5 16 ��'D�•y v8i__45' BEND N a�' `� 20.0' o 0 0 I I �.�• ." E=137.23 D rn o CURB ti I4 •, I w•.L.til l a 0' Y•NI.1. 1 , 1 • .I..1 1 ..I..I..., .1. I..,. I. 1 1.., 1.., I .I..luNl,.11/1..1 " , I..F 1•.,......,,.I 1. 4..1 .1. :. .M.1...1. 1.-.1,•Awr....l Y.,IY, "NIM•I•rl,•NI I 1 ,..II W...{...1.. 1 , -.1..11..41..111NI+4,W,•,IW.",.•{.,1: ..11•, +•1 ..1{1 YIIYI.._,., , 1 ,. I , ..1..1...1..., 1. I - MI„{I,11{I,11{,•. 1. I. , 1 .,1.♦F...I.w1.,.1i 58 ---- 0 - -- -- - 14.0' - -- - ---- 180.0' --- 6.: I„ ;.; GRATE MASTER CB 06 __- � GRATE MASTER CH 07__ 1 GRA1F = 140 82 GRATE 14082 IE OUT - 137.86 IE OUT = 138 76 14865 SW 74th Ave BUP1999-00383 7 of S %9 GALE NELSON @ NELCO , I ��Q I� _ o(slcrlfD. ` \ 1 11(1 Nf VISIONS UAIf Ix,A MNL, Illi S o Nty. ENGINEERING t; LAND SURVEYING vHN i,IIANAN(. Tial VIII J H: SIG SUND -- - - -- 26262 S. MERIDIAN RD. `�'�`�'' ' 1V r W Con Ln. DRAWN: _ - - OFFICE WAREHOUSE C- 2 CONSULTING ENGINEER INC. V.H N. _ A Sete 402 Conyon - - -- -- - ---- --- - - - -- - SITE DIMENSIONS AURORA, OREGON 97002'• 8835 S.W. Canyon Lane, Suite 40z " , Portfond, OF 97225 & UTILITIES PLAN BUILDING (ZONE I P) 3 PHONE (503) 678- 1878 Portland, Oregon 97226 " tlfcl.1101,1nc. _ - - - TL 1200, TM 2S1 12AC ��GS Y� av (603) 292-fi826 (PRN) � ;.)� DATE:.H s ----- - - - AAJ NO h• S l�s� • (503) 291-1613 (FAX) � �.` �''�i 503) 291-9398 �4 23 99 - - - - --- -_ CITY OF TlIGARD, OREGON 9801201 v 4� - ' Fox) 291 -1613 CITY OF TIGA.RD FILE �!: SDR 9E-0019 •'YYYpII{�... ,y,. ,••.�^w.r•w++w:-w. in q.w xnRU.. r.. ,U:,', wyI", {(: �••__ _ �•� �` I sY"•�.,,� 'S.UIWIK".✓.1k+:4,�Pf1Ab'...,.'rST$,..v... -N'.[' " Wil W'l,.:l. ' i Cm � ^IIIIIIII IIIIIIIrII 111011 Illllilll illllllll IIS I�jljjljjHlilll INI�(i11 liilliln Ilulun HuIInI IIHIII IEl�ul uI111n1 IIuIHn Inl�lln In111111 Illl�nll 0011111 lii1�111I unllnl nll�lul I111�Iu1 n11�1111 lui�llll lul�illl 111/1111 LEGIBILITY STRIP 0 d �S i f� 1� w TIO 11 II2 ll3 1Ia lh Ih IIf3 II9 210 2I1 212 213 2la 215 2Is 2h 10 I cm 28 29 30 a at 1 1 O1 NONI • LOT, 1 _ 1 OZ , I , 1 i' i I G I WATER QUALITY SFALE CONSTRUCTION ANI) MAINTENANCE SCHEDULE INITIAL STEPS 1 INSTALL. [3101 1 TER HAG SEDIMENT BARRIER PER T.G H. FIG. 3-3D 4 25' INI, rr��ll SIDE SLOPL' ARE: NOT TO EXCEED 3: 1, AND ARE. 10 RE 4: 1 To A Ir ,! OF 0.51 FROM THE BOTTOM. A BIOFILTER BAG SEDIMFNT 3ARRILR 1`.; 10 HE INSTALL PER T.G.H. FIG. 3-70 IN FRONT OF INLET. NEMOVF FXCFSS SEDIMENT BY HAND AND RAKE SURFACE OF ,- VALE `;MOOTH AND SEED WITH DESIGN PLANT MIX •1. IN AREAS WHERE SOILS AI READY CONTAIN HIGH CONCENTRATIONS OF AVAII ABLE PHOS"HORUS, FERTILIZERS CONTAINING LITTLE OR NO PHOSPHORUS MAY BE MORE APPROPRIATE TO LIMIT PHOSPHORUS RUNOF( APPI (INT:; FERTILIZER IN SMALLER AMOUNTS ON TWO OR THREE UCCASIOIlS, RATHER THAN A SINGI E. I ARGF DOSE, MAY HELP LIMIT NUTRIFNT EXPORT, -J WHF N PI ANTINGS ARE SECURE, REMOVE BIOFILTFR BAGS. ; EACH AUGUST: 1 RE MOVE IIT TER & DEBRI'j FROM POND & MAKE SURE GRA TES ARE C[ FAN OF OHSIRUCTIONS i UIR I, (,BASS, 111 IEk OR DEBRIS REMOVED FROM THE SYSTEM SHA[ l BE DISPO'_)l D OF AS GARBAGE OR RECYCLED. EACH APRIL: 1. kL M()VL ROCKS, l L AVE S, ( I T IER AND DEBRIS FROM SWAT L & MAKL SURE GRA TLS ARE CI L AR OF OBSTRUCTIONS. - — -- -- -- I` HE UV E XC:LSS SLDIML 1`11 FROM THE SWAT E B1' HAND aHOVEI- - NOTEi EM LI, I i� CATCH BASINS DIMENSIHNS SHALL CONFIRM TO USA [it HAND, Fill IN RU I1EU AREAS TO ALLOW (4,11f 610A "SHEET" FLOW. STN n1rG [Jo i'S0-ST FRA[�E AND CRATES SHALL 1 ' .I i �r- , C17��1F"C)F;M 10 USA STD DWG Nc. 2E0-ST. - •!. Irl AREAS OF POOR WI( DFLOW( R GROWTH AND AREAS FILLED PER ITEM .S, kAKL SMOOTH AND RESEED Willi OREGON NATIVE Wll DFLOWER SEED Mix, ;� •i; ELE V RIM ;J DIRT, GRASS, LIT TER OR DEBRIS REMOVED FROM THL SYSTEM SHALL BE - DISPOSLD OF AS GARBAGE OR RECYCLED. � �i a,•.: ;Ii=.,r I tea•• �:�� _ 90, WATER QUALITY SWALE LANDSCAPING LEGENDS: _ BEND I ' OUT CONDITION: STANDINIG WATER TO MOIST / FREQUENTLY WET ZONE / ANAEROBIC SOILS / SU11 i I .F ,r SEED PLACEMENT / '.NIX RATE 1. ,�1 c,l:.c�c.; ,FIT A>Pw�L 6 (M N) BA1 TIC RUSH (JUNCUS BALTICUS) 50% IN MIX, SUN 3R 'iNUE PLUG .S 1.0 O.C. HFAKFD SEDCF (CAREX IROSTRATA) 50% IN MIX, SIrJ PLUG'S 1.0' O.C. al • .1 71'Ali yr I N T::r•?i+� 101 P. (-z COMPLIMENTARY SHRUBS / TREES (MIN) WILLOW SPECIES (SALIX SPECIES) SUN Oi =•"•-•�*>= ••• w£_=e= �6- -- -- OREGON ASH (F RAXIMUS LATIFO(_IA) SUN RED-OSIER DOGWOOD (CORNUS STOLONIFERA) SHADE --- � cr.xy=��•• ':'.=•�="v;` NODDING BEGGAR'S TICK(BIDENS CERNUA) 1 PER 2 SCJ F T, SUN - c I.,c=0 I e LNNIGCY�A1 uxt G.a.p.ac Irk DOUGLAS' SPIRI A (SPIREA DOUGI_ASSII) 1 PER 2 SQ FT, SUN g7' iA c -1y!...y•1 .NC r'It.L.3CC.:J T:E^t.:�l CATCH BASIN FLOW THRU CATCH BASIN CONDITION: MOIST/ TRANSITION AREAS BF TWFEN WL1 & DRY/ S(1TJ TO SHADE I! i I III �•CALt SEED HLUE WILDRYE (ELYMUS GLAUCUS) .50% MIX, SHADE, ON SLOPE 9 L.BS PLS / ACRE _ - - — — - -- — II SIDEWALK ADJACENT TO CURB NATIVE CALIFORNIA BR OME (BROMUS CARINATUS) 35% MIX, SUN, ON SLOPE 10 LB PLS / ACRE _^-_— ___-_— --- ------ --- --- f`-2.0.-" 7 n 1 'i P ACRE 1B" CAST IRON 910 I �• y �. �1 I -� �l MEADOW BARLEY (HORDEUM BRACHYANTHERUM) .55% MIX, SUN, ON LOPE _ LBS LS / C I I VALVE BOX TOP - or for flatter moist areas NOTE: EANOUT INSTALLATIONS ARE LIMITED TO CASEMENT AREAS • BREAK FLANGI: SILEWALK TUFFED HAIRGRASS (DESCHAMPSIA CESPITOSA) 50% MIX, SUN, FLAT SLOPE 1 --2 LBS PLS / ACRE I 18" 3" MIN. " d OR MAY BE ALLOWED ON A MIN r 6" MAX. REQ FESCUE BUNCHGRASS (FESTUCA RUBRA) 50% MIX, SUN, FLAT SLOPE 10 LB PLS / ACRE TEMPORARY BASIS IN _ • --- RIGH _ PLUGGED TEE PLUGGED CROSS BEND PLUG GR CAP T-OF-WAYS. 1 �r -"—.�7s-,�--I� 1.{' '�- _ NON-SMNINK GR JUT NON -SLIRNK UIpUI -�-.__•• •`!.' - '- SI.NDARD CAST IRON STANDARD CAST UCW FRAME AND COVER-\\ FRANC ANO GOKR 1• .A ROCK r� .• 2_•� o1"}r.'}- }' — -)��..{1-- ,,::Y LI'' u �. I . COMPLIMENTARY SHRUBS / TREES PER ORANING 160-SIL\ SUNDARD MANHOLE PER OFIATNFIU 1BO-SA STANDARD GANFXIC 1 1/2 -3/4^ DRAIN DC RL U AI DLR (ALNUS RUBRA) SUN - _—_— - GRADE RING - cRAOE RING i 1JA F� I .ATA S[{ADEN PIPE L ?� S STAR PALER (MOISTURE BARRIER)6' DUCTILE WESIE RN RED CEDAR (THUJA I. ( ) /� :_ + ; 4' MIN. T r • ��' ) j S}E /� RESTRAIN ALLOJOINTS W/ _ 1 HIG-LEAF MAPLE (ACER MACROPHY( I UM) SUN - 4' MIN. + -UA — FINISH GRADE-/ ' .\�.• FAMISH GRADE-� \ T /, f-IELD lOK" OR EQUAL GASKETS VI MAPI E ACER CIRCINATUM SHADE OR SUN �� _ ': ---_7 - _— LATERAL NE ( ) '• NDN ADTNESILS •' '' I _ P(uCI,EI; clluss IEE •'t• -WATERTIGHT PIPE PLUG MENGRANE ,�• ••. -WATERFIGN PIPE PLUG p_�,� v BED l ! U[ IlE3E RBI' (SAMBUCUS RACEMOSA) SHADE '� : W11H STOPS '- T •:• 1M1H STOPS T' / 1_� (,R 11. ITIRI)S r )CK CH )E! WI STI NN I II MI OUK (1SUGA HETROPHYI LA) SI IAUI NULL CLEAN OUT INSTAItATIONS MIN ,,\(j\, 1N •�' \- 6 MEGAI.UG RETAINER / �• L----.--_-- --ISI_'— _ QI •I--1t ARE tIM1IED FU EAS(MENT •.;•�. _ f� tib' f ANUS. OR MAY BE Auowlo '• :•.;;• GLAND (E BAA IRON) dEAkINb AkEA OF 111HlISl BIU.hS IN SUIIAHE FELT) :'.:.•• PHUVIDE ]/.'-0 FON A ,4,1• , -PRONIIE /.'-o FOR A -CONCRETE PIER 6' GAIL VAIVE f1IpNU yU'bENU IL E. Df( cb, J2 I/2' 11 1/4' ON 7 n IEMPON AHY bASls �" t•�• MINIMUM of B• AROU14D •'r MNAMtIM or 6• AROUND IN RICHT-OF-WAr _ :.r.�::� +i1 ctEANlwr F'' ucANour BLOCK Ft . MJ -- / S1LE (INCL+E:) PIOGGEO CROSS bI:NU BLNU BENu — SIANOARO CAST IRON (/ FRAME AND CO Sll)E bVAI l< WI I I I PLAN I L(� �� ' ' . ,ti , _ PER ORAYI/G Tho-sA i/�FT 1 0 M J I)" f l t; if E 4 Ulu G 1 - 6 040 C21 QI s STRIP �� 1 (;l IRIS 01.1 03Y 020 ul s SIDE WAI-K MIN 12 160 Utz b 04 5 (12 3 I 3. r- BREAK FLANGE 4 +tl 244 ISS Utl 0 1. 0 •I:, ,r , '' 5 NOTE: ABOVE 13EAk1hG AREAS BASED GN TEST PRESSURE OF 150 PSI. ANU AN w•. L.• 4'• t• ';tt•T • cTri•!,`�4; tom::`•-t '�f►'' 1 HYDRANTS TO BE MODERN MUELLER CLNTURION, A-442,(OR APP'0 EQUAL) 6" MJ, 5 1/4^ ALIUWA13lE SOK BEARING STRENGTH GF 1500 PGIF,O PER SQUARE FOOT 10 �i"1''At ?i 't�'' �+=►:a •' "tl+� "' MVO 3 PORT - TWO 2 1/2' PENTAGON OPERATION NUT, OPEN LEFT WITH THE. FOILOWINIi COMPUTE BEARING AREAS FOR DIFFERENT TE51 PRESSIlkES ANL SOIL BEARING r,• •'•'" A OIL RESERVOIR SIESSES. USE THE FUU UN NG ECwT1oN B. BRONZE ACTUATION NUT BEARING AAEAS (RST PNESSUII(/150) A(1500/SOIL BEARING SIAESS) A(TABLE VALUE) 1 ��,• a : C. BRONZE SEAT RING NOTES: 4v '4• ' '• •I '� '�••T'�' v.T•+ D. WEATHER SHIELD CAP t STFADOIE BIOCI:S kEOUIRED WATERE LINES MAY BE EXTENDEU IN IUTURf. e : tt.;•:•;, i}::?•L;f�t:.' • .� .,.; . :+;j'�� SEE DETAIL NO 561 ;,tE,y:•w• ;: JL i ► 1 _ E. SAFETY SLEEVE COUPLING `�•' F THREADED NOZZLES WITH "0' RINGS2 CONCRETE THRUST BIIx;KING TO BE POURED A;AINST UNDISTURBED EARTH G NATIONAL STANDARD THREADS 3 KEEP CONCRETE CIEAIE Of OINT PAD ACCESS(IRIES CONCRETE ENCASED CONCRETE ENCASE D 4 THE REQUIRED 1NRUS1 BEARING AREAS FOR SPECIAL CONNECTIONi ARE SHOWN I J,4._D/ BOTTOM OF WYE ,�4' o 3/4•-0BOTTOM OF WYE x/4•_0 2 SAFETY CHAINS TO BE REMOVED ENCIRCLED ON rHE PE ANS : ey 15 INDICATES 15 ',OUARE: FEET BEARNG FOR PLASTII: PIPE FOR PLASTIC PIPEI 3 HYDRANTS 1'0 BE PAINTED USING R-1317 SAFETY YELLOW 01T AN ALTERNATE APPROVED AREA RE(kJIREO BY DISTRICT FIRE MARSHALL, 5 IF NOT SFIOWN ON PLANS, REQUIRED BLARING I%REAS AT FIITING ';HAtL BE AS 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB INDICATED ABOVE, ADJUST IF NECLSSAR), TO CONFOIIM TO THE TEST 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. PRI:SSuRI:(S) AND ALLOWABLE SOIL BEARING STRESS(ES) SATED IN THE L' NOTE. CONCRETE ENCASE ENTIRE WYE SECTION 41 BEND II CONCRETL PIPL NOR: CONCRETE ENCASE [NMI WYE SECTION AND 49 KNO IF CONCRETE PIPE 6 IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. SPECIAL PROVISIONS. 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO 503 ()R AS APPROVED 6 BEARING AREAS AND SPCCIAL BLOCKING DETAILS SHOWN ON PLANS TAKE -- --- PRESIDENCE OVER BEARING AREAS AND BLOCK,NG WAILS SHOWN ON 1T unlflled BY ENGINEER. unified B. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS FTHIS EES STA14DARD DETAIL BEARING AREA OF THRUST BLOCKS ARE IN SQUARE STANDARD Cl-EAH OUT u •• 4 STANDARD CLEAN OUT ��wrepa -- —_-_____ _— _ B�"�`°D -_ALE- ANIIC,TD AA NO'3CA1 E NJ SC tt I - UfA 4 �n�9y I AtwsnN P. DucNAs � -- AGI "� STANDARD THRUST •T DRAWING NO. 150-SA -- -— -- - - - ---�— iwi ENcw[tAN ocAARTMENr - ---- FIRE HYDRANT uwo NO I•wa1 .,.c dI.AIwAr GWG NO DRAWING NO 270-ST WAM.a Int en erre ... ►.,wr T■.0 .-_ /. .-, /U%Nrh WA A s,A•,4�IAdA Yrl IRIMLRWCTITe1r1 b aA-W4 02MST SLOT I:l .f�lY 7R6OI Into �w.,LMl ob.V/1J - - ---- BLOCK 560 6• O grf�l44r,gpuT1 YAIICII IIB INSTALLATION 542 •� ,�' •aa,Ills,{a..,N. MARCID tuA V (�,,AE CITY Of II:ARU "A f01 W-/N• _ 11r CITY or TIGARD Tu '•ry` A►IKIW IMTE -- _ _ e„,,,A, MMNY G.n mom 1.7 punkin MR (7._-.,T10 GALE NELSON @ NELCO IDESIGNED: N0 RENSIONS DATE ORANANG TITLE: PHUrt C l l�otNt¢ J H �IGMUND ENGINEERING & LAND SURVEYING — v.lirl - C- 3 �_ Z ' ` 1,,(157 ♦ , / j b 8835 SW Canyon Ln. DRAW: --- v 3 �+ 6 6 S. MERIDIAN RD. , � - � WATER QUALITY SWALE & OFFICE WAREHOUSE 2 2 2 CONSULTING ENGINEER, INC. Suite 402 V.H.N _ — _—_ BUILDING (ZONE I P) 3 AURORA, OREGON 97002 ee35 S.W. canyon Lane, suite 402 Portland, OR 97225 �-_ CONSTRUCTION DETAILS 17 Inc. CHECKED: T! 1200, TM 2S1 12AC �.G'�r • d a� Portland, Oregon 9722a� �.H.S —_ -- -- — =96201PHONE (J03) 678-- 1878 ah S►ov,�� (503) 292-5925 (PHN) r. `' , — — __-- __-- _-- w • DATE CITY OF TIGARD OREGON q� (503) 291-1813 (FAX) � ' %�4 503) 291-9398 04-23-99 CITY OF TIGARD FILE #: SDR 98-0019 I^� CJr7 �FoA) 291-1613 14665 SW 74th Ave. --'-'"— BUP19f,9-003113 r 6 of •19 10 I I .� 2 ,..... II,.,,,N„•,,,,I4._.....- -.wwl .•wrNi - _ ' CmI1i111nlillullll l �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII uIIIIIII IIIIIIIII IIIIIIIII IIII�IIIIIIIII�IIIIIIIIIIIIIIIIIII�IIII illllllll nII�II"",II�n11eu�uli� I l IIII�IIIIIIIIIIIIIIIIIIIIII [.LEGIBILITY STRIP I .: (5 2 31 �� S b 'f I le II I ---"`-' IOmm.I Cm 9 20 21 22 23 24 25 28 27 28 29 30 1 >: 4, I E E I I I 01 NONI a IOL �•� OL "T T_11 1111111 Ioft 11 ,,,:�R ..,,.,w. . !ililmlu 1!1.FIT it 1!l7mlilmlis IT 9 if we i 1 i' , ,Y# BUILDING DESCRIPTION: -- _ _ _ ENDWAjFRAME TYPE BUILDER CONTRACTOR RESPONSIBILITIES GENERAL NOTES — easlc slzE' WIDTH — LENGTH HEIGHT _- -- ROOF PITCHv LEFT RIGHT _ — BLDG. A 110,_0 0 20'-0 1 : 12 BEARING FRM, BEARING FRM. BLDG. "B" 87'- 4 1 E,0'-0 20'•-0 / 21 '- 10� : 1 / .99: 12 EXP. MN FRM. BEARING FRM. IT IS THE RE'PONSIBILIT r OF THE BUILDER/CON TRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS (.�►MPl Y WITH THE APPLICABLE REQUIREMENT; OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR Y -� 1 ENI_,Ir•EERI(Jf, DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT REMOVAL OF ANY COMPONENT PART;, OR THE ADDITION CF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. _ — PROFESSIurJAL FOR A CONSTRUCTION PROJECT. METALLIC BUILDING COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED WARNING: IN 1 r THE CONTRA,' TC►F MUST SECURE ACI. REQUIRED APPROVALS AND PERMIT FROM THE APPROPRIATE AGENCY AS THIS METAL BUILDING IS DESIGNEDG �0 _ASE SHOULD GALVALUME STEEL PANELS 8E USED IN CONJUNCTION WITH LEAP OR COPPER BOTH LEAD AND WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH REQUIRED. ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. GALVALUME STEEL PANELS. EVEN RUN-OFF FROM COPPER FLASHi1JG, ,WIRINGOR TUBING ONTO GA VA UM I _ APPROVAL I:IF ME (ALL_IC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC BUILDING COMPANY L L EHOL SHOULD BE Av��IC1EU. CORFECTLY INT[ P?NNEFED ANF) APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION BASE CONDITION _ SHEF-ING: —` BLANKET TYPE INSULATION. Y (17)ECT 4 2.1 All,( CODE OF STANDARD PRACTICES, 9TH ED.) OF STRUCTURAL STEEL FOR BUILDINGS" NO SHT. RECESS w 24 (4 - •• 'WFI!' / GALVALUME ROOF NONE= BY MANUFACTURER= BY OTHERSM ROOF(3 WALL= UL-25= WHERE DI`.,i kE PANCIES EXIST BETWEEN METALLIC'-, STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER BASE ANGLE & FLASH L_6- co PBR' / TBD WALL SELF DRILLING SCREWS + 1 TRADE'). THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL � ZINC CAPPED ! DESIGN CON.1DEPATIONr. OF AN ( MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY TAPE SEAL TRIM (1/8" POP RIVETS AT ;PLICES) MEMBER ROOF( A 12 X 14 ) - STITCH ROOF( A 14 x { ) ANCHOR BOLTS MEMBERS" BY O1HEP METAL_( IC E31JIlDIhJi, COMPAIJ ; ARE THE RESPONSIBILITY' OF THE CONTRACTORS AND ENGINEERS OTHER THAN 3/8-En 26 co TBD — RAKE MEMBER WALL( A 12 x 1y ) STITCH WALL( i� 14 . { — ) METALLIC BUILDING, C(IMPANI' ENGINEERS UNLESS SPECIFICALLY INDICATED. -- - _ C� 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D1.1. 1' [� z� c� TBD SAVE RAKE TO ROOF STITCH RAKE TO WALL: STITCH THF I.I�rJTF�nC TI P, I': RESPI)rJIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH _ WARRANTIES 26 Co TBD CUTLER GUTTER TO ROOF: STITCH GUTTER STRAPS ;TITCH AN BUILDING M ALLIC E3U11 (�IIJ�, CI IMPANY'S "FOR CONSTRUCTION" DRAWINGS• 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL" _ MANUFACTURER PRODOCTC, SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED Pr BUILDER IMMEDIATELY UPON ARRIVAL. U1 90 NO 26 Go TBD DOWNS. CORNER TRIM STITCH RAaF ANGLE MEMBER C_ CLAIM'_ Fr1P, ',H(1RTA;ES OR DEFECTIVE- MATERIAL IF NOT PACKAGED MUST BE MAILED TO METALLIC IN - — - --+-- 5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" 20 YR ROOF No 26 Go IBD CORNER ADDITIONAL FEATURES •• SEE 'WRIT' MANUAL WRI TIMI WI TH1rJ F IVF. (5) UAY S AFTER RECEIPT Cli- THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT TBD ESS 20 YR WALL -YES :6 W Arr. REAr,r�rJnfllE VISUAI. INSPECTION WOULD FAIL Tr, DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE" AFTER THE BUILDER ( FARM OF THE DEFECT. METALLIC WILL NOT BE LIABLE FOR AN)' DEFECT UNLESS (_I_AIM I`; MADE WITHIN ONE (1 ) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY METALLIC TO BUILDER 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL "BOCA NATIONAL BUILDING CODE" BUILDING LOADS r,R HIS CUST()MER. METALLI(' WILL BE GIVErJ A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE -- THIS IS TO CERTIFY THAT THIS STRTURE I; DESIGNED UTILIZING THE L - ADS MAIFRIAIr'. (1P1)rJ RECEIPT QF CLAIM BY BUILDER. UC g. NATIONAL BUILDING CODE OF CANADA. INDICATED AND APP _ _7 IP A DEFE(" .T IS OF SUCH NATURELIED AS REQUIRED BY UBC 199 THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT I THIS CERTIFICATION IS LIMITED Tc) THE STRUCTURAL DESIGN OF THE FRAMING AND CI_�VENIr�,, PART THE NECE�SIjr OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY MANUFACTURED Br METALLIC- I I BU LD NG C _n MPAN'YAND AS SPECIFIED IN THE CONTRACT AI_I_E SUP? r ITEM cI ICN n ME inl_LIr_ THE BUILDER MAY REPAIR i)R CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC STRUCTURAL EXCLUSIVE OF COLD-FORMED SECTIONS, CONFORM TO ASTM-A529 OR A-5�2 FLANGES WITH DOORS, WINDOWS, LOUVERS. � - WILL REIME3UPSE THF BUILDER FOP THE COST OF THE REPAIR IN ACCORDANCE TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED AL,1_l FxCLUDED ARE OTHER E WITH THE WRITTEN AUTHORIZATION. THICKNESS' OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A-529 WITH A MINIMUM 'HELD POINT OF PARTS OF THE PROJECT NOT PROVIDED B'r METALLIC BUILDING PAN SUCH 1111 ► , 1 I ALL E3NAr INI; A'-) '_)HOWN AND PROVIDED BY METALLIC Fl_IR THIS BUILDING IS REQUIRED AND SHALL BE D a COMPANT r _t_CH A_ F_ .NC A Tlr_rJ�, MA ,�NR r WAl_Lj, 55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WIDTH CONFORM TO A-572 WITH A MINIMUM YIELD MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF NNE BUILDING. THE BUIL •►IN SHOULD C IrJ S1Al LEC► E� r IHR E RECTt1R AS A PEPMarJENT F�,�RT OF THE STRUCTURE. POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM-A36 MOC,IFIED WITH A MIIJIMUN! 'rIELD POIrJT OF 4 _l C � .. C _ LD BE ERECTED lE MPi.IRAk 1 ,UP'F ,_.IkT',, ;UCH A'; TEMP��PAR1 t;U Y'S, BRACES, FALSE WORK, CRIBBING 6,000 psi. ON A PROPERLY' DESIGNED FOUNDATION IN ACCORDANCE WITH METALLIC BUILDING COMP01 Y'S DESIGN MANi IAL, THE OR OTHER ELEMENTS REQUIRED MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM-A53 T rPE E, GRADE B WITH A MINIMUM YIELD POINT ATTACHED DPAWINGS, AND GOOD ERECTION PRACTICES. FOR THE LP-[.(- TII-JN CIPFRATIC)rJ WILL BE DETEPMIrJED AND FURNIS!1ED AND INSTALLED BY THE ERECTOR, THESE OF 35,000 psi. If MPORAR r ',UPP(IF'T WII L >E Cl!RF THE STEEL FRAMIrJi,, OR AN r PARTL r ASSEMBLED STEEL FRAMING, AGAINST THE CONTRACTOR AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOAD` CIMPL'r WITH PF 01 ! ",�f r! T { MATERIAL PP.OPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM To THE REQUIREMENTS OF ASTM-A36 OR A572 OF THE LOCAL BUILDING DEPT Lr�AI)`, , I ►MPAPABL F IN IN IENSIT r TO (HOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, WITH A MINIMUM YIELD POINT OF 50,000 psi. � ROOF DEAD LOAD _.5 _. PSF ( FOR RC)0F PANELS AND PURLINS ) ', AND EkE�CTI ►rJ c_�PERATIuN�, BUT rJ�JT THE LOAD`"; RESULTING FROM THE PERFORMANCE OF WORK BY MATERIAL PROF'tRTIES OF COLD FORMED LIGHT GAGE STEEL MEME3EF=S CONFORM TO ASTM-A570 OR A607 DRA_W_ lNG_ INDEX OR THE AI_ I ,F. r.,THFR',, NOIR ';UCH I_!NPPEDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. GRADE 55 MODIFIED WITH A MINIMUM 'YIELD POINT OF 57,000 psi. COLLATERAL DEAD LOAD 5.0 PSF _ (,SECT 1c� 1 �,I c'UGE (-iF ;T.ANDARD PRACTICE, 9TH ED,) MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CCS* ,'ORM TO ASTM-A792 GRADES D OR E WITH -F LIVE LOAD ISSUE PA( F DESC'PIPTI '►N _ � MINIMUM YIELD POINT'.= OF 50,000 psi AND 80.M0 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE POU - MATERIAL IS 55 o ALUMINUM-ZINC ALLOY IN / ,,CORDANCE WITH AZ55 SPECIFICATIONS. PRIMARY FRAMING 20 PSF A C1 of 1 COVER SHEET ` PRODUCT CERTIFICATIONS CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. SECONDARY FRAMING 20 PSF ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. A F1 of ? ANCHOR BOLT PLA1J �r STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE AUXILIARY LIVE LOAD 0•fj PSF - - - A F2 of ? BASE E DETAIL'S ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN-OF-NUT" METHOD AS DESCRIBED IN THE GROUND SNOW LOAD 0,0 PSF ( C O.0 ) _ REACTIONS ME TAI I IC BUtI DINT, CUMPAN•1 IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. SPECIFICATION FOR STRUCTURAL_ JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (11 -13-85), UNLESS OTHERWISE -- p • ME TALLII, E3UIl(-I!NI� I.OMPAN 1 'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. ROOF SNOW LOAD 25 PSF FRTIFIC ATICIrJ , ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS, AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE WIND LOAD 80 MPH, EXPOSURE c^ A E1 of 6 _ ROOF RAMING PLAN CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE REQUIREMENTS OF TTP-636. - A E�' ;f 6 IUEWALL FRAMING / SHEETINt 1, APPROVE CI FABRICATOR OF PREFnE�RICATED BUILDINGS AND COMPONENTS. REFERENCE ICBG REPORT NO. FA-337 SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS SEISMIC ZONE 3 Aa = _ A� _ A E3 of 6 `ENDWALL FRAMING _ STIPULATED OTHERWISE IN THE CONTRACT. SEISMIC PERFORY c 2. SBC-Cl COMFjLIANCF REPORT NO. 9461A MANCE CATEGORA E4 of 6 ENDWALL .)HF.ETING , 3 AISC METAL BUILDING CERTIFICATION PROGRAM SEISMIC EXPOSURE GROUP A E5 of 6 FRAME CROSS SECTION IMPORTANCE FACTORS A Eh of 6 FRAME (,ROSS SECTIc r; 4 CITY Of H11L1' ,T1-)N APPROVED FABRICATOR (REGISTRATION NO. 164) SAFETY COMMITMENT _ WIND LOAD 5. WISCONSIN PRrI(IUC T APPROVAL rJUMBER 950075-M SNOW LOAD 1 .0 SEISMIC LOAD -_1 ,0 C; CLAft'I, (IIUN T r, NEVADA APPROVED FABRICATOR METALLIC BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE MEZZANINE LOADS ITY OFSAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE LII; ANGELES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LA#1604) CONTROL nF METALLIC BUILDING COMPANY. LIVE LOAD N A NSF DEAD LOAD N A PSF X ANADIAN WELDING BUREAU CERTIFICATION TC) CSA STANDARD W47IT IS S ,.P )NGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP !;RANE INFORMATIQN N A - .1 IN DIVISION 1 (SYMBOL PY72(HOU�TON, TX)) PRIT OF ANY JOB SITE. -- - - 14 TE kAS DEPT OF INSURANCE PRODUCT EVALUATION RC-34 LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE -- - WORKER SAFETY. 1 r -� „ „ — (8 2 X 11) S 'HEE I PLEASE (CIRCLE)ONEJ THAT ARE APPLICABLE - -- - -- - — — MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. S1 SIA SIB S2 S3 S4 SS S6 IR a8 SBA S9 APPLICABLE" SE S11A S12 - EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. --- —` DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER S12A S13 S13A S14 S14A S15 S15A S16 S17 S18 S19 S20 S20A S21 S21A S22 -- APPROVAL NOTES — - -_--�— SOLE SHOES- FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY ►JETS WHERE APPLICABLE, S23 S24 S25 S26 S26A S26B S27 S28 S29 S30 S31 S32 S34 S35 S36 S37- --_ -- -- ARE RECOMMENDED. W S38 S39 S40 S41 S42 S43 S44 S45 S46 S47 S48 S49 S50 S50A S51 S52 ^�-- S53 S54 S55 S56 S57 S58 S59 S60 S61 S62A S628 S63 S63A S63B S6.3C j64 A [,I f 1 STANDARD PANEL DETAIL THE. FOLLOWING; C, ►r1DI TIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: S65 S66 S67 S68 S71 S72 S73 S74 DM 5-4-1 DM 5-23 Wi f 1 ;TANDARD WELDING DETAIL A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: D�� c7or acow kyr TE 111E i INUEP.;IGNEO 15 1) BE MADE IN CONTRASTING INh ,��Daf1� � NG�-THE ENr�►IEER rK RECORD 3) HAVE A" INSTANCES OF ^,RANGE ;_AR INDICATED. n � hum t, � FOR INF OVERAIL PRO,PrI y ��,w,�,u� 2) BE LEGIBLE AND UNAMBIGUOUS. a � APR �Ma�N � 1,AT wrlf .fit 1MMf oaa O 3111. � ta,tow a geed B) GATED SIC-NATURE 15 REQUIRED ON ALL PAGES. Q Mme" 06or 0m �I+IMIMf�ed 106 O MANUFACTURER RESERVES THE RICHT TO RE-SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED �(� /� �� TO AVOID MIGFABRICATION. THIS MA) IMPACT THE DELIVERI SCHEDULE. � M ¢rw too 141341 1 - C6 ww meow OaEGON D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT METALLIC HAS CORRECTLY S 41Is+r'",. ,r�IM �� IVEI� 1,9 ,,�c�'�` INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING ASso owlS' �� `s 9CN21,r DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED ' � Eat MANUFACTURER _ E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE DRAWING STATUS AVWW0A(9 CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE FOR APPROVAL: NO DATE DESCRIPTION BY CK'D metallic buildinc) company DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 06/24/99 FOR PERMIT APPROVAL, DISAPPROVAL. REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER FINAL, AND .ARE FOR CONCEPTUAL REPRESENTATION ONLY THEIR 7301 FAIRVIEW • HOUSTON, TEXAS • PO. BOX 40338 MANUFACTURER PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT _ 11P 77041 (713) 466-7788 IIP 17240 DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE _ USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO CONSIDERED AS COMPLETE. DESCRIPTIrA COVER SHEET MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE FOR PERMIT' CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAkMING NOTES, AND WILL NOT ALTER THE ® THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL sltE SEE BLDG, DESCRIPTION ABOVE IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY _. CUSTOMER: OREGON PACIFIC CONST. INC. END CUST Gale Nelson CONTRACTUAL RIGHTS AND 08LIGATiONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED As ,. COMPLETE. LOCATION TIGARD, OR _ CAD BY: N`) FOR CONSTRUCTION: _ DRN. BY CK D BY DATE SCALE QUOTE NO. JOB NO SHEET N0, ISSUE FINAL DRAWINGS. NONE 99087-01 -A,B 0805-180006 Cl of 1 A 1 4885 SW 74th ve. BUP1999•00383 - - 901 *%1 CM LEGIBILITY STRiP O 1 2 3 4 5 i pmm.i Im 6 7 9 10 11 1'2 113 114 le 1I7 118 19 20 211 22 2'3 24 25 26 2'7 218 29 30 CD �1 II OI J . L111J1a�1, 1 I_IllIIMONlog 25X v.:flMb MrFtf•.•.:'M'R1,91MwN�'n "Ru•'MM.!IIMVM.rw.}."I4N1'M4.""MM. MM�MMI,TMMOe""«� wM11R N:,,Fn...M 1iw+�.Is,.w� +."�"MhMk .. ..++. .. ..w...,.._.....r. .. .. ... ... . .., .,.,.... ..-.., . ,• . .......v M .-.+ .. H ,,.rp r. .r"M'.+kflPnee"n'TMeTNMM4M�MMM'!*MMp+*"p^nwlMn.wr"uw«MWMxY.,MMw11�MMMR. ...,+.r..,....•„�1," wMst�nM" wM"R.*MMMM•,...,.,..q,w+Mner•.r+,M.--.Y+-..,_..-............,......,.....,,..,....,.,........,,.,rw 1s. m 1 t 1 FINISHED FLR, ELEV. = 0' - O" (U.N. ) BOTTOM OF BASE PLATE ELEV = 0'-0" M.N. ) ON PLArJ �, tt BnTTOM OF 'BASE Q ELEV 6" BELOW FINISH FLOOR 2 3 4 n ( 6) 7 8 ( 9,) (i b) r 270'-0 OUT TO OUT OF STEEL - - 120'-0 OUT TO OUT OF BLDG. 'A' _ 150'-0 OUT TO OUT OF BLDG. 'B' 30'-0 _- 30'-n _ 30'-0 30'-0 - — - ` 30'-0 - -_ 30'-0 - - 30'-0 _ _ 30'-0 30' 0 -- i 21'-0 8'-0 -8'-C-- _--- :2'-0 -?2'-0 8'-0 _8'-0 22'-0 - 8-0 — 2-'=0-- ----�2'-0 `-- - 8 -0 - e -0 _ 22'-0 -�- 22'-0 8'-G 22'-0 81-0 1'-% 1'-0!, F1 F1 F1 (F1 —NF1 F1) Fi - - —�. ( m }- - - - - - - PORTAL FkAMFI --- *_ ___�--- I ::T - - I CP-03 gP-11 BP-04 E3P-05� BP-12 00 M CJ C•J I I 00 I - ` -- � - ----- - -- -� - __------- - - - - PORTAL FRAME 40, i �? BP,04� rBP-04 BP-04 _ FlBp,.;,�; l 1 [_BP-1 t_ i 6�_j - Q • I -- ,/ I / I ♦ I I , I I I I i \n _ LBP-09 BP-09 BP-69 mLJ ai I Z _ W F� 0 00Ln I r 8P=0E i I qq to tt tt It t1 tt o I BP-02 I I "'' S I m I BP-10 I BP-10 I BP-10 I BP_1C I r E3F�tp_1 I m I - E -- - - [BP09 E3P-09 BP-09 = t D } " o 00 a •rl- ! ^J [ HF-02— I I I I I I I I [ EiP-o6 --�c ) 00 I J BP-Ot ] � I I - [ HI:p- 3 CB�-08 PORTAL FRAME _ - -- --_ - PORTAL FRAME Lo; F1 t'- �� -F1 F1 (F1 'F 1 (F1; F1 (F 1 F1 1 -04 , 0 8'-0 8'-0 22'-0 22'-0 8'-0 8'-0 22'-0 8'-0 22'-0 ��'-0 8'-0 8'-0 22'--0 22'-0 8'-n A--O- 30'-0 '-0 -- _ ------ -- ---- - -- -- 30'-0 - _ 30 0 30'-0 30'-0 30'-0 ,,0' 0 30'-0 -_ _ 30'-0 30 -_0 NL- THE UNDLR) NLD IS 120'-0 OUT TO OUT OF BLDG. 'A' 150'-0 OUT 10 OUT OF BLDG 'B' N�, THE I NOW ER OF RE01RD -__._-- - -----------------____ -_ --_ FOR THE OVERALL PROJF(T 270'-0 OUT TO OUT OF STEEL �.� (L2� 3 U 65 6 ) ( 7 (8) ( 9 ) 1 ANCHOR BOLT SETTING PLAN DENOTES FRAMED OPENING (SEE SHT F2) ANCHOR BOLT DETAIL. OTY, DIA. 'PROJ. ORAW/NG STATUS NO DATE DESCRIPTION BY CK'cmetallic �IiIdiA COT any ANCHOR BOLT DIAMETERS HAVE BEEN DESIGNED 8Y 1 09 �� 0FOR APPP•JVAL_ Q 11 THESE D,'AWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 06/24/99 FOR PERMIT N', H' METALLIC BUILDING COMPANY BASED ON RISC METHOD 2 7301 FAIRVIEW HOUSTON, TExA, • P 0 BOX 40338 NTH COMBINED SHEAR AND TENSION. _ LENGTH gr. FINAL, AND AQE FOR CONCEPTUAL REPRESENTATION ONLY THEIR - mm O E 2 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ZIP 77041 (713) 466-7788 ZIP 77240 THREAD O 3�" 212" DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE ----- CONSIDERED AS COMPLETE. DESCRIPTION ANCHOR BOLT PLAN DEVELOPMENT, EMBEDMENT AND HOOK LENGTH OF NUT SIZE. SEE BLDG. DESCRIPTION ON C1 ANCHOR BOLTS IN THE CONCRETE ARE DESIGN Y Q �� 312rr FOR PERMIT: RESPONS1131LITY OF OTHERS. ALSO DESIGN OF SHEAR 8 /, 1 ® THESE DRAYANGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FII4AL -- E 3EDDEO MATERIATENSION L PLATES, CONCRETE SHAAND LL BE ER L'_l O rl 3 - r— - �ANGLES2 IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOf IDENTIFIED. ONLY _. CUSTOMER: OREGON PACIFIC CONST. INC. END CUS�T GOIe Nelson DESIGNED AND PROVIDED BY OTHERS. O 11 31z DRAWINGS ISSUED FOR CONSTRUCTION CAN BE CONSIDERED AS - CAD BY: N5 „ COMPLETE. -- LOCATION TIGARD,OR r t PROJECTION FROM BOTTOM OF BASE PLATE. (A36) 1NCHOR BOLTS (BY OTHERS) O 1 4 4 � CONSTRUCTION' DRN BY f,KD BY DATE SCALE QUOTE NO �0 ET N0 ISSUE FIMAL DRAWINGS. NONE 99087x1 - A,B 08051-180006 F1 of 2 ISI A] SW 74th Ave. 13UP1999.00383 10 u1 •�q CT , LEGIBILITY STRIP o 1 2 3 4 5 6 7 Qmm.l �m e 9 :0 11 12 13 1'4 I16 17 is 19 20 21 22 23 24 215 26 2'7 2e 29 30 I r Z1 CDI'III1 '.IV1 7 * NON lO$toe - Ul�LL ..1�,1W.W,IllJILt�.1U�1UJ�lu.IIh�l11j]IT111tJ�l ill.11.l-I [ISI.Ithl.ili.1.tTi.1.11.�l.Il�.la1.iiiji�.I!ii.j•III.i)tIII_ll[,11, 1 111111111111:1 1171 I II I oz I ._.f -I I L)I EI-I-LI�Ill�.),1a1i1.;.�.[C11.il1 I-t�i,,1.111 LLLI LI I I)I I I Nh�M�"'-«,..M+M.Iw+++w+rwRrlrMa,MMM�+k+Mar.ArNww3M.nl+*.•sM.--...+.-.r ,- rrrMRtww++t..wnwrM`. awl.wnntMeT "rn.,"�,►'rFwrM.n.R+wnwwra�•FrwMa*M.w• �:fr 3 ^'r+,+rMMR*., r"r. +",•w,"w+m".Arte:M"'.,,.n«..w..r..eK"www,yq"... _ rA*w+.a.rn .,....r rw....rim.,,,,wN....T.mwP*,.rwnro.-"..y."wwrwHr.,n«.y r..u.-w.,«-_-•_._--n.."wnw.....rrM..-..,i....ywi�{�,11.'*V4�'u-+w.«ww+ww.5+r.go..«.«..nhrw_..•r-, ,H-._ .. ....... . . .-,-.. .. ..- .. - .. n .._... .....a ..Y. ...,._ ._,., w r,_.•.1.....rn..nw.T r =S '3 t. H•t -- , 7_ 1 (J4 1 - - - -- --- SEE ANCHOR 801- T F1 AN ---._.- a L j 1'-04 - t 1( 4 _ SIDEWALL SIDEWALL ADEWALL 4 z CrD F T , + , J 11DEwAW �- -— - ---- - -- ^° a �— -, 4 ATE DETAIL ��P _ n BASE PLATE DETAIL , - , , ERASE PLATE DETAIL , - BASE PLATE BASE P_LATE_DE_TAIL BASE PLATE dETAIL BASE PLA DETAIL _ - - - - PF U1- ---- -- ----- PF 03 BP- 04 -- ---- ---- --_ _ - ____ - _ B P-�)r A. BOLTS r BASE A' 1HF . 4" A. BOLTS i"Q BASE �' THK. 4' J A. BOLTS {"0 BASE THK. 4' A. BOLTS a"m BASE IC THK. Wt� A. BOLTS SI"a BASE �' THK. 4 BP- 05 A. BOLTS 3i"o BASE 2 THK. a" A. BOLTS- i '� ! BASER THM . a' ��,- '1 1 -G 1 _ i iJ C-„•, - x It . PFF-ID I �"I _ : ,I_IAIJ Ti 7 � ice, �', T'1 PE / RE MAPF ' a ' S, 0 � Tls q1` ql. 11z 'JTFEL 011 FRAMED OPENiIdG WIDTH-- - ---- - E I - 0H. DOOR -- - a �� I j -. -- - — - 4 �'' 3t, _ — EQUAL - - I i - - EQUAL 1a 1a 11 r r 1 I �' 4 dJ - - -- --_ c � i 1 _ - - _ • - - _ , FINISHED) FLOt)F - - - -- - -. -- - - - -- --- -- _- - -_ - -- - s __� -f ' RAMP (IF REQUIRED) ,µ FAp PIPE v I `� L--------• ------------------------ `:IUEWALL -- ; --- O.D I 8�' PIPE '� SEE F.O. RAMP SECTION' FOR RAMP DETAIL I O.D. 1 - -- - - I,EE D.NI;HOP BOLT PLAN SEE ANCHOR j BOLT PLAN -- f SEE ANCHOR BOLT PLAN BASE PLATE DETAIL -- - -- -- - E PLATE DETAIL PLATE DETAIL JEC. A FRAMED OPENING A.B. DETAIL �F_ FRAME[) OPENING SCHEDULE -- - -- - _ -_ , F P-08 --- 3 --T- BP-09 ----BASE- -- - -- - --;„ B F- - 1 i� F.O. (RAMP SECTION - - -- - - - .- - A. BOLTS b BASE F THK. A. BOLTS 1 P I BASE THK. �" A. BOLTS '4"s�BASE �' THK. 4 A. BOLTS 4"s BASE P THK. 14 AN(HUk HCII 1 PLAN BOLT FLAN SEE ANCHOR SU Wni I -- —�- - SIDEWALL __ • - - - - - � �• � E � K � BASE _PLAT_F_ DETAILS_ , ; r , 0 , , 1 ;4 ,}4 r T a, - ' •1 a --- 8 4 4 5 JH5.-5.� I 8 ( g 1 I 1'-4 '1 4 � -- ,-- -- -- - -_--______--- j 19.5K 3 ( 2 g ( g _ _ _ DL + WL -----DL + _ LL-- -DL + WILL 1 T BASE PLATE DETAIL BP- 1 1 BASE PLATE DETAIL ,) D L 4 5H; 9.Sk. A. BOLTS 0 BASE a' THK. A. BOLTS �"a BASE THK. '1" B P- 12, . 10_h rK - I, 1 7 OK ! 1,j ` ► ! 4.OK 111.51 1 38.5K 1 38 `_H 17 5h. 1 7.5k: l 7.OK j 15.5K ! 2.5K LOAD ,.- ----- ! - - - _ __ - - --- DL _+ —LL2 + _ WL _ _ DL + SIESMI-C - DL + SL. 2 + WL cE+ - - --- �.5K 4� (4 5K �.5K 1 ' OK 19.OI• � �I OK Or 4, - - - __- -- - - -- 0.5K 1 7.OK l Ok 4.OK 0 `I<. 10.5H; I?F 6.OK I I 1 _ Ll ---_.- -_. +- 1 1 1 1 1 1 M T �.OK j1.0K ' - r-. IHI i1t IP` 1001) I', +-- - -- - - - - , - D L + L L --+ W L — DL + S L +- WL_ j �,k 19.ON 1,. .1I�I I� II Pf I,1Ph -� — I 1 Pn11 PRO,ff t • I 1 1 C .5K Z.-OK 05"' PORTAL FRAME_ at LINES A__KL_ & M 1.i �' I j � 1 � - 1, --- c r .�K c 13.01. 33.OK 2'9.OK 15.5K _ ;.1 ,. -. L1At ->�- 11I Ok, 1 �� 1 ,6 �K 1 1 1 1 SIDIWAI 1 - - - '.-- SIDEWALL DL + SIESMIC_ __ FRAME at LINES--2--- T H R_U 4 s _ 2 OK � �k SEE ANCHOR BILL T FLAN BOLT PLAN SEE ANCHOR J �,I ,,ifs _,� 1 1.5K j 6.OH. i 3.OK .�q-H'1"T �°'�,� BASE PLATE DETAIL BREACTIONS ASE PLATE__DETAIL D L + S I E S M I C — — B F 1 `, A. BOLTS V"o BASE C THK. ':" A. BOLTS �"m BASE C THK. 11" BP- 14 3 CK 1 5K, 1 3.5K 15.OK 12.OK - ---- DRAWING STA 7115 _-- -- � . ❑ FOR APPROVALS NO DATE DESCRIPTION — BY CK'D metoilic building company THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 06/24/99 FOR PERMIT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY THEIR — 73()? f AIP'Af W • 11(Ur TON, TEXA r • F 0 BOX 40338 FRAMEa t LINES 5 T H R U 9 PURPOSE IS O CONFIRM PROPER INTERPRETATION NST OF THE PROJECT ^ = - - !IP 17041 (71 3) 466.1788 IIP 17240 DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE -- - — Df'�rRIP ION BASE Q DETS / REACTIONS T _ -- CONSIDERED AS COMPLETE FOR PERMIT: _ SIZE SEE BLDG. DESCRIPTION ON C1 THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL --- - --� v ---- ----- IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY _ CUSTOMER: WAGON PACIFIC CONST. INC END CUST: GaIA Nelson DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED A; — - — CAD BY N'� COMPLETE. - LOCATION TII-ARD, OR _ _ (� FOR CONSTRUCTION DPN. 81 -CIO-'D BY DATE SCALE --I WOTE NO - JOB NO SNEET NO �) FINAL DRAWINGS. NONE 99087-n1 A,B O�j05- 180OOh F:� Of 2 A t � 14865 SW 14th Ave. BUP1999.00383 11 0l q LEG BILITY STRIP 0 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 16 17 8 1'9 20 21 22 2J 24 25 26 27 2B 29 30 OMFM Cm ZI II OI HOW C 103 i�o� .. .++i+.»+vMe•v.•••!r ".w«.r .. - _..,.n, ....,I..�.r,7"-.M . ,.,.,:,tib ».....,,,,nN•„.,..•. }All ,,.ly,r...w.i-,.rm,^•I.'R.,IIr�•w,..,,.wukM...-F-. M1.., .. ,w •w.M'+*w'q+Merrn+ .,,."„w.wwr•+,rtMWhM�RneM•r!+r+•+r..,.,....,.,.....•r.•.wv.wwniw•r+.,.ry +t r+rr++.,. wrt•••w.+r•II.,.. . .. ...,. ,. -.. .....,.. ,°""'^" •'t ( 2 ) (3 4 5 ( 6) ,^ 1 r ( 9 ) 10 270' -0 OUT TO OUT OF STEEL T T 120'-0 OUT TO OUT OF BLDG. 'A' _-._ - --- - -----`-- 150'-0 OUT TO OUT OF BLDG 'B' - --j0-0- 30- 0_ 30'-0 30'-0 30'-0 30'-0 - -- - ' 30 -0 - _ 30'-0 -- -- 30'_0 PONS OF KNOCK-IN- RIDGING -_ PEP BA, (TYP ) 1'-04 ) IOES12 ---- 10ESta _ --.---- --- --- 10ES14 t0E512 { ItoZta rYP ` IOZ12 TYF _— r — ---1 — -- -- — ) lUZ14 TtiP 10211 (TYP.)_______ ` 2'-51 �+ (TYP ) IOES12 _ _- IOES14 10ES14 10E514 J 10212 (TYP ) - 10214 TYP. -- iQEr�t, _ t oZ 1 a TYP. _-- 10114 TYP. ------ — -- - K C7.) -5 271 (TYP - 7� t__ 2 T '(TYP.)( P ) �(TYP.) 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N0. SIZE DESCRIPTION MK,. NO DESCRIPTION • • 0 N/A 0 FOR APPROVAL, NO DATE DESCRIPTION — BY CK'D mCt�1111c ----_ __ N/A 18 12'-0 x 14'-0 O.H. DOOR (BY OTHERS) 0 N/A THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION N01 building company -- - -" FINAL, AND ARE FOP CONCEPTUAL REPRESENTATION ONL'i THEIR A 06/24/99 FOR PERMIT _ PURPOSE IS TO CONF RM PROPER INTERPRETATION OF THE PROJECT 7301 FAIRVIEW • Hc_XJ;TON, TFXA, • PO BOX 40.338 DOCUMENTS ONLY DRAIHNGS ISSUED "FOR CONSTRUCTION" CAN BE ZIP 77041 (113) 466-7788 ZIP 77240 OKRJ&M CONSIDERED AS COMPLETE PALN -- -- - -_.__ -------__----_-----__-_-- __ DESCRIPTION: ROOF FRAMING � � DESCRIPTION 11/ID�WS FOR PERMIt: _ MK. NO DESCRIPTION ® THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL '— SIZE. SEE BLDG. DESCRIPTION ON C1 0 N/A IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER: OREGON PACIFIC CONST. INC. END CuST Gale NelSon_-- '- 0 N/A DRAWINGS ISSUED FOR CONSTRUCTION CAN BE CONSIDERED S COMPLETE. FOR CONSTRUCTION LOCATION TIGARD, OR _ __ _ CAD BY FINAL DRAWINGS. N' DRN. 8r r D BY DATE St.ALE OUOfiE N0. - JOB NO SHEET NO ISSUE _ NONE 99087-al AB 0805- 180006 E1 0( 6 A Cm LEGIBILITY STRIP O 2 3 4 5 6 7 6 10 I 1 12 II3 114 18 117 18 1'9 20 21 22 2:7 214 215 26 2'7 28 23 30 IomT.��m 25 X Z O1 J ON • 1 OZC D 11117 u. I, .. . .. ..,,,,....-.._r.waa.......yr.y,,...,...,ra'.,wW.nor..«..yn.Cir+n!'mnFT'+...'.171rn'n9',v*+ 1 M+Fvr.rn+•.+•mWr wW...nyM✓„Yr,MY+'♦ ....r .....vx w„W✓+YN,+M'.'h+YF1iM1VYJ6f•MM'F71NrKNM1.yMaMVIAw►NTW........M•^NWw.,Mwa.wYMiWw'.+N. s...,.. .,..._...,....,y.,... ..+.,....,H+Wr.'I wwYiN... ... .......uw._...._,w..rYf,...n.,,.,...-..,......._e.lyVY- ,-e,...._wWM.t.... .... . .. ... _ ... ...., ... .a .. .. .. .. .. .. ...... ...,w .._... ..... ._.w , ( 2 ) (4 ) (5 (6 ( 9) (10) T' `(" T 10(c)l 2 IOES14 I0E514 I0E514 14 I0ES14 IOESI 4 1 OFSI 4 IOES12 W 5CIL(TYP TYP 16 (TYP 4 2.5c 16 (TYP 8x2.5CI6 TYP 8x2.5CI6 (TYP,) 8o2 5C16 5( _T W I — 8x2.5C16 TYP, — Cj --- r — . I BASE A BASF FLASH W 5C116 iny-P-1� C) 0 C) 7 0 1 1I j / / i' 2 EN FOR, MASONRY L ;ONR�Y//, 2'-0 2'-0 -0 2'-0 2--011 2' 0 2' 0 16'-0 11 12_-0 L-1-1 y 0 16'-0 12'-0 W-0 12'-0 16.-0 16'-0 2'-0 0 120'-0 OUT TO OU T Of BLDG 'A' ILI_ 16 -0 16 -0 -0 16'-0 270'-0 OUT TO OUT OF STEEL — 150'-0 OUT TO OUT OF BLDG -8- SIDEWALL FRAMING AT LINE A (4) ( 7 ) ( 5) (-5) 4) r - C3) ( 2) 10[r IOES12 10ES14 J14 IOES14 r------ �IS1 2 IOES19 IOES14 10ES11) R FFW 3r I 10ES14 W 5C1�, 1 8x2 50.6�TYP _8x2 506 (TYrj_ 2 5 '16 (TYP PTATFR799 C I D, 6 (TYP 8 16 (TYP.) 8x2 506 (TYPjt 8w .16 (TYP 8x2.5CI6 (TYPj 8-2.5CI6 (TYP.) < LAJ CD /:15�E� FOR MASONRY A/ CD 7 r4 -I "M AS"W 00 2'-�.j [2'-0 2'- 2'- 0 2'-0 2'-0 0 11 t N 12'-0 16'-0 16'-0 t 12--0 16'-0 16--0 W-0 1?'-0_:] 12'-0 16'-.0. 16'-0 2.-0 -0 150'-0 OUT To OUT OF BLDG 'B' 1 -0'4 1120--0 OUT TO OUT OF BLDG 'A' SIDEWALL ___FRAMING -AT LINE K SIDEWALL - FRAMING-----AT---_LIN E M __ ('10) EAVE GUTTER T HEADER TP7A HILADER TPIM T HEADLR RIM HEADER TRIM HEADER TRIM HEADER TRIM HEADER TRIM HEAIPER T�-V HEADER TRIWl EL __ Cl- Ct Lr L it _LL1 I R L A Cno MM 31 M; CD CD 0,/OPEN M MM CC LL M FOR MASONRY co _270A OUT TO OUT OF STEEL1 -SIDEWALL SHEETING AT LINE A 101 ( 5) ( 5 ) ( 11 EAVE �UTTER LAVE GUTTER M IL _j Hf AtJ R TRIM HLA[0' TRIM "R W z HEADER TRIM HEADER TRIM HEADER MIM C;-j C, < HEADER TRIM HEADER TRIM HE A[fP IPIM i'FAf)[P TRIM Ill)1 1111 IJINDI[PSIGNED I'. z N')T F NCIfJF I R Of P1('0100 Ui I to < I f, rfif OVF PAI I PRO IF I < r4 CL < .0 Uj M aj F5 a AT F4 CD M // — I M CID ILI l —1, LIJ CID OPEN FOR MASONRY C1 11, .10 PEN FOR MA'JONR,Y,//' r j 150'-0 OUT TO OUT (F BLDG 'B' L 121'-04 CA.IT TO NJT OF BLDG 'A' �TH _ .S.! D E WALL--SH E PH N G AT LINE K %9� _,- SIDEWALL SHEETING AT LINE M V DRA WNG STA T US NO. FOR APPROVAL DATE DESCRIPTION -D BY metallic building company 11 THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 06/24/99 FOR PERMIT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY THEIR 73011 FAIPVIUW 9 HOU;TON, TEXAS a PO BOX 40338 PURPOSE IS To CONFIRM PROPER INTERPRETATION OF THE PROJECT 11P 71041 (113) 466-7788 ZIP 77240 DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT: DESCRIPTION SIDEWALL FRAMING SHEETING Ll THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL SEE BLDG. DESCRIPTION ON C1 IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY cij,)Tow OREGON PACIFIC CONST, INC. 1_�(,i Gale Nelson DRAWINGS ISSUED FOR CONSTRUCTION CAN BE CONSIDERED AS COMPLETE. LOCATION TIGAMOR CAD Bi,- N) FOR QQNSTRUQTION� — NO ISSUE NONE 9908 lo I A. 805-180006 E2 of 6 A FINAL DRAWINGS. _DRN9YCKT By DATE SCALE I`F NO — NO 14865 SW 74th Ave. BUP1999-00383 13 of gig C LEGIBILITY STRIP L) 0.1 CM 1 2 3 4 5 8 7 6 6 10 11 12 Ii3 1 1 4 16 17 lie 19 20 21 22 23 24 25 2 a 217 2'8 29 30 Lw 1 11 01 N 10a �llhlJ.WL�I I IT,I itaiaiiiiIIIIIII I Ili I Ih 1111 1111111 1-111,1111111wi 1�19 oz .A x2 o, 7 /°' / / '/ / , / /O/P HEADER TRIM HEADER T s 12 �. CM � ONE �- � C- 12-_..� ONE t o 1'-234 1'- 234 1'-234 1'-234 1'-2 34 1'-234 1'-234 1'-23 TYP u, TYP. TYP• .) TYP. TYP. TYP T'fP TYP.) a `- 8Z16 TYP. 8Z16 (TYP.) 8216 (TYP.) _ 8716 (TYP.) z - --- CU - W �— G t f W J x I �� r, O00 x V 1 00 00 x jll i x rp r�i , J 00 W f) Q N) r, Gr —BASE ANGLE / BASE FLASH (T fP.) 1134 11a 22'-0 22'-0 _— —__ 22'-p 22'-0 — —_ --- _ 1 -- 110'-0 OUT TO OUT OF BLDG. 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DATE DESCRIPTION BY WD metallic building company THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 06/24/99 FOR PERMIT _ ti,, _j," , FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY THEIR7301 FAIRVIEW • HOUSTON, TEXAS • P 0 Box 40338 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ZIP 77041 (713) 466-7788 ZIP 77240 DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. DESCRIPTION ENDWALL FRAMING �--- --- FOR PERMIT* SIZE T SEE BLDG. DESCRIPTION ON C1 _ THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL �- -IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY — PACIFIC CONST. INC. EhD CU;T Gnle Nel;on — CUSTOMER: OREGON PAC `� - DRAWINGS ISSUED FOR CONSTRUCTION " CAN BE CONSIDERED AS --- COMPLETE. -� FOR CONSTRUCTION; LnRr-�X:ATI(1N TIGARU, OR - CAD er N') By rv, D By Da SCALE OU -OTE NO JOB NO ET NOTA SU FINAL DRAWINGS. 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DESCRIPTION ON (1 _ THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL — _ _ IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY _ DRAWINGS ISSUED " FOR CONSTRUCTION CAN BE CONSIDERED AS - CUSIOMER. OREGON PACIFIC CONST INC. 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M ,MMM"IIM�MT'�.�:MwM.w+sly}IIM,hr .d.+ww�rw, . +. ,M+MM+.1M^+y+F+�nwwMn.�ntin++..,..«...,+-.r«..,......,..i.»»p,rf+�++e•.Mq,«,,.w^,ho"�MMINAIrtMW«�w„m.m� � ....:.,..r...... .. .._ ,_......,.._ ,.. ....�., r .... .-..« NwyMi — �,:H4 1 12 ONE F 2 ONE (A ) ( Ml ' S5'-21 5'-C�16 4'-111'-0 l'-014 -11 5' 5 -016 5 _016 5'-016 ---�_ - X136 5-0 -- 5,-0 `'S -21a 5•-036 5,-06 1 I 6 _Q 16 cI_Q3 - r6 3 r 5,-0 5'-016 6x16 6`r6 5 `Qf6 � -`---- - 4'-11�h 5 -016 6x16 (10 -0) 6Xf6 X10'-0) ----°- 5 `Qf6 6x (10,-0) 10CIa tOT 3 --i- . _ 5'-0� 16 , � �6 (10'-0) 6xf6 (iQ'-0) I 6 �111ti; 6x14 Is (10 -0) 6x16 6x136 1 +t 10Go 10 -0) 6x' (10'- — 6x' - ( 0 0) 6x 14 acs 1~ �x'4 (10'-0) _ 4 `--'---� sx, �10r_ 10Ga - -- 0) tai _ 646 RIDGE ROLL �4�� 'WRII' PANEL — ��—= �4c;r� 'WRIT' PANEL - -- ---- �• - __ -- - ---___ _ L tE 'WRIT' PANEL 1 a 1 - --- --- - 1 J 15 15 1 1 J Oa - - - - - -- -- -4t4 'WP,II' PANEL a --� 1 T 15 28 \ --($) 34,.x1 a A325rJ 3' 3 I -4' E BOTH SIDES w 6x38" P 4" E BOTH SIDES-` (8) 4 0x1 4 A325N I II II \--(4) J"0x134 A325N (4) -4"0x134 A?;`_•N II (?) 4"Q�1 34 A3 'SN� i 1.114"0,,2" w 8,. - u '� t II w3 II wEx38" � I --($) 34"0Y2,� A13"25 8 �u II I 3"Ov'" A '.-15— '�. �, ,� � STIFFENERS � II 8) 4° J - 1I I I W 12"�r E, 16 C TIFF F NERS c' I � I I cu -t Cr U-) J SII T _h �� ^=' <1 x II LLJ FLANGE BRACE ONE " I I cr_ -f J „ w II ui SIDE OF FRAME OPJLY .-Z w 1 w l l w r:�' _v r_, 1�, ,p 2 I I all 1 ,� I o I I s uf, ` ' � I I '� I I �� r•- --- 1 - I ` ' c> � I I I I •, � I � ll II —(2) P,"0 A.B.'S FINISH F ll j, t , S FLOOR II �--(4) 4'0 A.B. 4 '0 A.B.' II ( ) 4 1-^� i 7) r r I ( 0"0 A.B _ 12 ED . — O r - 6` X1-1 3 ' , 6� 2 -411 33'-11 ; CLEAR3 36 -1 g CLEAR —.. --- -- - - -- --- 3 -t1 s s '-[EAP -- --- - 4i - - - ---_ 36'-8 36'-8 55-0 TO RIDGE 55'- (j TO RIDGE 110'-0 OUT TO OUT OF STEEL 1 Nrl f1 THE 1JN0f p XNED I-, NOT THE EWriNHP C# R[UPD FOP THE OVEPAt.I PROJECT FRAME CROSS SECTION AT LINES 2 THRU 4 Af-Ji,F AT I r q N DRI WING STA TUS -OR APPROVAL: NO. DATE DESCRWTION by CWD metallic building company THC�E DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 015/24/99 FOR PERMIT N'i w FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR ----- --- 7301 FAIRVIEW • HOW TON. TEXAS • P 0 BOX 40338 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ZIP ':041 (711) 466-7188 IIP 77240 DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE - -- -- - CONSIDERED AS COMPLETE. DESCRIPTION. FRAME CROSS SECTION ® ��` — THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL slzE SEE BLDG, DESCRIPTION ON C1 IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED A5 cuSTnMEA: OREGON PACIFIC CONST. INC. _ END cu;1 Pole Nelson COMPLETE. LOCATION TIGARD, OR CAD BY. N", • El FOR CONSTRUCTION: GRN BY CK D BY DA - SCAM— QUOTE NO - JOB NO 'SIO 15 U FINAL DR.4wING5, NONE 99087-01-A.B 0805-180006 E5 of 6 A r 14665 9W 741h Ave. SUP1999.00363 16 of 48 19 LEGIBILiTY STRIP 0–.1 CMo 2 3 a S 8 7 g 10 11 12 13 la 18 1'7 I's 19 2C) 21 22 23 24 2'5 28 27 2'9 29 30 CD 8 1 11 011.IY.1 . - . .., . . . NOW 08 08 25X .. 'h""'^.r`•"w+aMVhMfARMr+ww. ., nrw, ..ap,✓\,rrw,-,.,,r....qy -M►+..Muit gM+ear, .Ml' ow'" !M"*WrA*000' *w{,rwlNwMsrMmw,++.*rM .. .*.+.Rav e.we..+wi..r•wnr.w .r...r.rrn.Mw.r.«wv,wP+ , n.MfIM• ''1R'! .,p.pn..r+ra......w+.e».a . MwRFF7!7NIW�r W+NiM4wrr•.m«rv.•,w......w.«..«.r+w.......w.....�........«........»...w.+..-. _..-. _,. 1 ppr A12 ONE --�- 12 ONE nK 55'-2111 5,_0 6 4'-11 1 1 p`-�I 5 -p 32 'S T I 8 I , 5'-0 5,-0 s_ 5 6 tis 5'-0lis `— - -_ 5'_p�s �6 � ---'--- 5 _ 0r3s --- -- 5'-06 — — 5'-p16 - 6X18 ��' 'I 6 X 3 (10'-0) _ ---- -- -_`_-- �;x 4 (20, p I6 31 to 6 x f6 6x14 (33'-B) J-- a (10 -0)_____ -- - 3 -0 _ _-_— 6 X 38 (20'-0) 6- --- - 0.F_ U F_ -- --- —_--------- - —�6 2 0'-0) 8 Ga ______!_-- J ___---- (10 1 ---- �e (33'-B) 6 X I F. -_---- -- __ - 24(�a 'WRIT^PANE, L____ - I _ --- 24(,a 'WRII' PANEL - --- ---- �� 104 15 IUq _:_�_�.�._.._ 4"0x2" A325 (8) 4"0x2" A325 11 � (4) 34"0x134" A325 w 6xz -- - -- v�� - - - - - " ► � -- w 6x1 z., I t h c_ P. n � I W AP , w 3 ,�" � (8) 5„0x2c A3 — 25 -f --(8) 14`0 '” A325 II ;TIFFENER'j BOTH IDES ABOv W 12 IE, 16 IE STIFFENERS w II 12. k STIFFENER'.- V, TIFFENER`; LJ c I I J J x 'T -Y rYlU _J ' I d I I �C) (] O Q 00 ``J '`iO I I 1 ♦ 1 FLANGE BRACE ONE �r I - y SIDE OF FRAME ONL I II I A l ; , 00 - II 1 II I I (n II ;"0 A.B 'S - t w 12„ I —(4) 3432 A.B.'S ,—FINISH FLOOR (2) ;"0 A B LLJ W 14x 4x1' {e Uj 40'-9$ CLEAR - - _ 40'-98 CLEAR 2'-6'li 43'-8 OUT OF ;TEFL TO � OF PIPE COLUMN 43'-8 OF PIPE COLUMN TO OUT OF STEEL —_ __ 55- 0 TO RIDGE - --------_ _____ 4 TO RIDGE 87'-4 OUT TO OUT OF STEEL FRAME CROSS SECTION AT LINES 5 THRU 9 — 91 BRKT - SHOP WELD TO COL (4) 34"O A325N--- _ 1 R F RAFTER F'S w (8) 34"004 A325N 4 P STIFFNENERS EACH SIDE U.1- THI iJNf!FN'dI NEU IS f NO, 1W f W44LR (9 RKORD t F1HE f)VFPAII PP0I,IF(,T APk ��A iE COLUMN - - FLGS - 8X3 WEB - 10Ga x 16" 0/0 RAFTER OH17 ;ON FLGS - 10x e \ky `� WEB - MCI x 22" 0/0 6sn- un•, I t. w �3x 12 B P ORA Wt NG STA T US EOR APPROVAL N0. DATE DESCRIP110N B'r' CK'D mCtollic building company THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 06/?_4 '99 FOR PERMIT _ U' <� El � 41, FINAL, AND ARE FOR CONCEP FUAL REPRESENTATION ONLY. THEIR 7301 FAIRVIEW • HOUSTON, -778 • PO BUN 40338 ---- ------------_--_-- 29'-3 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ' CI I_ ZIP 77041 (113) 466-1713$ ZIP 77240 DOCUMENTS. ONLY DRAWINGS IS....CD "FOR CONSTRUCTION" CAN BE _ _ 30'-0 BAY SPACING CONSIDERED AS COMPLETE. FF DESCRIPTION: FRAME CROSS SECTION ' DESCRIPTION ON C1_ - -- ------ -� _ - -- THESE DRAWINGS BEING FOR PERM.', ARE BY DEFINITION NOT FINAL — SIZE. SEE BLDG. IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY Oj OMER OREGON PACIFIC WICONST. INC. T Gale Nelson PORTAL FRAME A T LINES A K M DRAWINGS ISSUED " FOR CONSTRUCTION ' CAN BE CONSIDERED AS - -_ ENn MS -__ COMPLETE. LOCATION TIGARD, OR (AD BY N" ❑ FOR CONSTRLrTION - - - --- _-_ -- FINAL DRAWINGS, DRN BY CK D BY DATE "SCALE W01E NO - JOB N0 ;Hf f T NO II;'.UF NONE 99087-a1-A,B 0805-1800')6 F6 of 6 A '14885 SW 74th Ave, t BUP1999.00383 17 of * %I LEGIBILITY STRIP O 2 3 a 5 6 0 m 1 C e 9 10 11 12 13 14 16 17 ie 19 20 21 22 213 24 2S 28 2�7 2e 29 3o i . �, HJNI • 106 CD �1 U11 U.1�111.11i W1��1,11�11J.�1 �1 �1�1.1J-tb-tLIIa lj 1J.1 1!Li.�Ll.l!�cLI III I Ill III I.I.IA11-jai L.I LSI�.�.l(.hLLlal�.�1.111.111 1.1[1. d I I I I I l I I I 1111. I oz 2 5 �.1.�11.1.IJ .1.�.l.I.l.1J.1,1��1J.1�.x.11111��I I 1 I t I I l I� ...�„„yh,./,• .MIN., .,,nrr.xve..r,.y1.4�we+_.p.w.�.rlM1.n^.A�.ww..,..wa+Nwt�..�!M�MM�1C-M.!TIMMMW"IMl�'R/fA1�M1MAS'+,LrrwnwA.,,�,n..N.,,h 'r„M!+n•..Nn..v+.•«.w .., eY.,:. .,wN....-.-....,n.,w..rrw,......._..,+rr..,...,.w.�nn..p. �,+.+MSM..,,wwTw,wn,vu,�.....w.w»rfnw..,.,.r,••,M,r,,..».....r,,,:M,...,N,,,�es..,..,•.,,,aMlw4,.�rr.w. ... _-.. -,...- ... .. -_ ... ... _.. .._..,. ... ..,. .. ..... .. ..,._...._.,.. .......,.. ...._... ........ .. .. .a...• ».......+....�".+e�.+iw�a.Y.ro7.n..w....,e,,.•. R»w4,.,a„-...n+,N^w,.".,-.,.,_,«.,.«. ....»,.....,,. ..,-.„, .._..... _ ..._. w _ - .. . . . .r .»+.�1�/�I�,F.M'.. . 12" 1� 1`,,, 10" 2" J ' 1" WIDE 3,' THICK MA;TIr_ MEMBER SCREW SPACING ST BE SPECIFIED ON THE WORK (ALL MEMBERS EXCEPT AS NOTED) ORDER i STITCH SCRFW ' TAPE SEALANT + AT 20 O.'_ (FOR ROOF ONLY) 18"x 32'THICK (STD.) i 14 EXTENDED LEG I (ON 'PBR' PANEL ONLY) ► 011 10 i 8" i MEMBER SCREWS _ ROOF PANEL i f• ' CONTINIJOUS_ TAPE SEALANT MEMBER SCREW SPACING ROOF PANEL — ______ PURLIN (EAVE MEMBER, PEAK MEMBER, AND ENDLAPS) 0 _ 'PBR' PANEL AT WALL SECTION THRU PANEL_EPJDL APS AND PEAk_PURLIN ,N SECTION 3. BASIC MATERIAL SPECIFICATIONS 3.3 ROOF AND WALL. PANEL MATERIAL 3.3.1 Panel material as specified shall be 2C wuge galvanized steel, coating designation G-90, or galvalume Ac5as manufactured by Bethlehem Steel Corporation, or equal, conformin to the requirements of ASTM A-792 Grade E or Grade D Minimum yield stress shall be 80,000 psi for Grade E and 50,000 psi for grade D. 24" OR 18" 24" OR 18" ' 3.3.2 Panel material as specified shall be 24 gauge galvanized steel, coat g desi nci ion G-90 or galvalume AZ559 ciforming to the recpirements 812" 7' 812 I 811 7 812 TM I of A , A7 � Grade D or Grade Er Minimum yield stress shall be 0,000 psi, � � I wt'i ti'Cable Bracing Extra High Strength Strand per ASTM A475. Rodor angle bracing conforms to ASTM A36. - ♦w f t� ! ♦ t w f BOL S CONNECTION T : ------._�_ All A-325 Except Purlins, Girts, Eave Struts and Flanges MEMBER SCREW SPACING_ MEMBER SCREW SPACING r Braces wf* ire A-307 (EAVE AND ENDLAPS) (SUBSEOUENT RLINS, RIDGE/OUTSIDE) w i 'WRII' PANEL AT ROOF NOTE: NCITIT ?NE EINUNEERPOfI PUT** I T SCREW PATTERNS SHOWN FOR THF OVTP.ALI PRO.IFr { N APRd SATISFY UL90 REQUIREMENTS APk DAf FOR ROOF. ' STANDARD PANELS SCREW SPACING �, I1ftl 1: DRA W/NG STA TW • FOR APPROVAL: NO. DATE DESCRIPTION B•( CWD metallic building company THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 06/24/99 FOR PERMIT y , N1' UUMA 40338 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY THEIR ZIP FAIRVIEW • HOUSTON,4 -778EXAr5 • P 0 BOX 77240 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT 21P 7y041 (713) 466-7798 ZIP 7740 DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION' CAN BE -- MISIDERED AS COMPLETE. DESCRIPTION STANDARD PANEL DETAILS ® FOR °ERMIT, SIZE ;EE BLDG. DESCRIPTION ON C1 THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL __ IN THhT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER: OREGON PACIFIC CONST. INC. END COST Gale Nelson DRAWAGS ISSUED FOR CONSTRUCTION CAN BE CONSIDERED AS LOCATION TIGARD, OR CAD BY COMPLETE. — FOR CONSTRUCTION: DRN. BY CI(D 8Y DATE SCALE QUOTE NO JOB N0 SHE N0. IS ❑ FINAL DRAWINGS. NONE 99087al-A,B 0805-180006 D1 of 1 A 14888 SW 74th Ave. 8UP1999.00983 I 18 of * 14 LEGIBILITY STRIP 0 2 3 4 5 6 7 Omn.i �n 6 6 10 11 12 13 Ia 18 17 Ile 119 20 21 22 23 24 25 26 27 2'6 29 30 i i •y CDZ I I I OI Q 4 J 1r NONI I OZ �.I1�laJ��1>11L111�t1 W u1�1.t1t 11�111.►11 J 111111.1.1II.LI.JI�.1111.1.I1 I I I It�11LI. IL1�.1J.I I�.I I I 11 IJ�11�J11 1a11��1a I.t111J�J�a.1.I.1.I.1.t111.i i.i I i I i 11.11 I I t I I l I i I i I I i I i I I I�� I l i 0 , IIIII�IilIll�llllLliLLLLILIiIIIi�Ll.ilili il,I�lilil� . �lfi1,WIFMI M Y 11V11Mr.wtrr .. .. prriMf'1Mru•'s��M�VMM`MOW�•AMrIJM�M�!e�ryrN11 M,"1 f' �+ry�Ip�N,t1rMwY M,..wnh4W. . . ,+'WYRMikIn.J:+.y'441?H1M'ak.'.iYS11'eM,MOIS+wM. .. 91 !?AMMi!!'AfM111�qM ','._.n.-._r... .....:a-.w. .... .w1W q,TV...wMMM. ,.r....... A�!II,FWIMIMNMM.. .. - ....{•,..!+MMrw.. ..........+:-........ w...... R. +..+1r.rWM 1. ......r-...�.a..._... ....._._.... ........ ........ ........... .. .. .. . ...n .._.. .. ..• .w r _aw. .r .1 .. ., NI tI n TYP. �* NOTE: SIZES OF FILLET WELD FOR WEB TO FLANGE WELD. (A') O Q \ < THK. -- - 2O © L/2 BELOW " THE MATERIAL WEB _ FLANGE THICI• NESS _ w 5O L/2 HAS NO JOINT THICKNESS T3 1 " 1 1 • _ EDGE Q 16 4 TO z OVER 2" JOINT (��' �\ c 10 GA. dt 316" 316 SEE NOTE 2 �4 NOTES � � 1 3 TYP. .. 4 _ _ 16 1EE NO TE ( A �J 05 516 /, SEE NOTE 14" 1) . T` DEBOTH !(A .TY THK W1 SIZE TYPICAL " -- 3 1 5 -- j J 16 Go „ . 0 0525 INCH Q L/2 Q�' ' 4 SIDE < j� THK. / 8 i 16 t 14 GO �'.: 0 0781 INCH Q L/2 R © OVER 3g" SEE NOTE 3 5 < ;" THK. (Ji ---- 12 Go w'. 0.1094 INCH < V. THK. 2 �i THK. 10 Go �•": 0.1406 INCH O 2-24 Q A�\� OR3-24 OR e THK. 1 . 16 " FLANGES ARE NOT TO BE USED FOR WEB iBGTSMK THKRBGTSM � _! < ;' THh. THICKNESS OF 1a" OR OVER UNLESS SF'Fi:IFIED L/� KNEE WITH FLANGE THICKNESS O-^ OR BY ENGINEERIrdG. ^�.�%4 BUILT UP BY SCAB PLATE. > �e THk`: © r ' > se THh �' WELD SIZE EOUALS TO THICI<.r�ESS OF WEB. (AJ CANOPY Ll,K3 BGTSM,..,, I` � �`` Z � � ,. �. FOR WEB THI(.r<NESS OVER �g ALL FILLET -I�-ES ARE TO BE SPECIFIED BY ENGINEERING. I TYPICAL COLD-FORM CONNECTIONS0 4. WELD BOTH SIDES OF WEE TO FLANGE 3" 2f BE IOND BOTH ENDS OF BRACKET. NOTE!!! ` 5. MINIMUM WELD `)IZES ARE DETERMINED B THE (5 BGTSM - BACK GOUGE TO TY P-- © FOLLWING CRITERIA: I ) � s" THS � ' < THK. SOLID METAL- (TYPICAL) �� >BGTSM k ( t-THIC3,,NESS OF THINNER PAPTI ( - g 5 „ f R t < 8 16 E OF OR (rJ 3„ © L/2 50 < ;' THh < t , THF > " THK. , 2 5 38 1THINE ER PLA 1JE 1 r BGTSM BGTSM WELD SIZE NEED NOT EXI'EED THI( NESS OF THINNER (� TYP PART JOINED. ► 6. WELD SIZE IS TO BE 116" LE;', THAN THI( l• ER F'LATE, CRANE BEAM _ BUT NOT TO EXCEED THI0, rJES S OF THIHNER E T A TF f� ' b -�-�--f TYP ) • I L/2 7. OPPOSITE SIDE WELD LENGTH TO BE C11MEr (.111 1rJ Q TrP F'LIJS 3 INCHES, AND L, DIME:rJS10N f'LII t INCHES. (r�) L j�� L/2 1�.._.__ . _ \ 5 1 T� < �" THK, ' © --� > THK, I ® BGTSM r ,TYP TYP.© � TYP 38" FLA�JGES;. � O �1 `� < ----L�--•-- TYP T T f e —�'- �) C5) � v� © ORT- I THK. � ► r----�--'— _ / A A \ O r THK. „ C) f ( I �- J .1R G) > 38FLANGES , T,P � Cs� 3, R © BGTSM �� - -- — > g' THk I' THK. EXPRESS FRAME L :,•0 r-- i' ' ` , 2 _ BGTSM � BGTSM (D / ' .. STRAIGHT COLUMN TYPE 1 STRAIGHT COLUMN TYPE 2 © ' L/2 BUILT--1111 i1 (D L/2 C"OLUMN') .. j ??JJ o ONE. ' (5� ' THK. _UNDERHUNG CRANE BRACKET- ' y �„ THK. _ R -- --- THK < g THK. .�--- --� SAME AS \, 5 ---�— TYP BGTSM \ c— --, BOTTOM FLANGE \ (� . _ --- TSF 0 L/� - - (3 t < 8 r 05 L4- __ _ - =— --� t > 3 BGTSM TSM T rP I f3 �" 155 ~ SAME AS CONNECTION PLATE / - —~ �% TYP. 1 r_lj J _ ___ _ COLUMN - — TYPICAL STIFFENER DETAIL ` �--� SAME AS TOP \ < 3g., THK. T� . (� r `. i--';�TYP. SECTION A-A i FLANGE _ / OR (D2Liz (51 �„ THK. 2 Ln -� TNM } „ THS TYPICAL AT BGTSM O2 ,� ��— _ ( •• WEBS < e" THN:�"� \ 2 _ V OR �" THK. �r, BGTSM THK.;= 0 > THK/ --� Q--'- SAME MATERIAL NI,11��, 1Nf 1IN(rEf+,I(NED I; ��• - A PIPE NOT TILE ENdNEER OF R[COPI) BGTSM f(IR 1W ()A PAI I PRO,X I T j I f 1 �n H ' A{ f lA1 i O L/2 , INTERK� WILL MNV CONMCIM PLATES 2 1--- TYPICAL 2H S 6 - 1a INT. J 4 . n T�,— AT ENDS, S 2H 5 G - 18 I j O 21 1 r TOP RUNNING CRANE BRACKET L 2 , WELD INT. 3-6 TYP. FLAW* BRACE CLP y5/ (1 _�� L/z�` OVER A. DEEP wEes RUNWAY BEAM (i` ., DRA IWNGG STA W AE`s _ , TYPICAL FOR APPROVAL: NO. DATE DESCRIPTION BY CWD metallic building company THESE DRAWINGS, BEING FOR APPROVAL. ARE BY DEFINITION NOT A 06/)4/99 FOR PERMIT N, H' % •�' ' AT WEBS o � FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR Lill 130t FAIRVIEW • HOU;TON, 1ExA; • P O BOK 40538 CD PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ZIP 77041 (713) 466-7188 ZIP 77240 I TYP,, J DOCUMENTS ONLY DPAWANGS ISSUED "FOR CONSTRUCTION" CAN BE -- -- -- (� ►' CONSIDERED AS COMPLETE. DESCRIPTION: STANDARD WELDING DETAILS 0 �� T� (Z�'• ® TH�ES-Ef DRAWINGS, BEING FOR PERMIt, ARE 8Y DEFINInoN NOT FINAL SIZE: SEE BLDG. DESCRIPTION ON Ct • -�- � -f+—. TYP. `-� 2 IN THAT, AS A MINIMUM, PIECE MARKINGS BARE NOT IDENTIFIED. ONLY cusloE►�ER: OREGON PACIFIC CONST. INC. END cu9T. Cole Nelson U DRAWINGS ISSUED FOR CONSTRUCTION CAN BE CONSIDERED AS CAD BY N'1 RUNWAY � COMPLETE. LOCATION TIGARD, OR0A FLATIE FOR CONSTRUCTION: DRN. BY CK'D BY DATE SCALE QUOTENO JOB NO SHEE1 FINAL DRAWINGS. NONE 99087o1-A,B 0805-180006 W1 or 1 A t 14865 SW 7qy sH E. guP 194 - 00393 - ------ _ - 19 Of 19 LEGIBILITY STRIP C mo I r ipmT■ tm 2 3 4 S 8 7 8 9 10 I I 12 I� 14 18 1�7 1'6 19 20 21 22 23 24 25 26 27 26 29 3(, P ZI t 1 pl q J Non • 10z Idill �� 11111111111111Ti 11111111111111111111111111111.1111111111111111.1111111111111 111 LI I I I I I I I i 1 1 11 11�oz ; F. `, r.,,p,.,:n.4•r"w!M.n+w,rwrn.,,wMlq•yy,q..,r, .. ... .,,, , _... ..,•...... .yww..w,y,y.e .«w"P,+i.+w•++Y,.MMnrMWf!YMrnn..w . ..... -. .. iG