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HomeMy WebLinkAboutPermit Building 2019-03-06S89059'52'W- 382.52' w z Q 3 U 381.78' 5 o 50 1w GRAPHIC SCALE (/n Feet J ew E" OF PIAW ( TYPICAL ) fn 1�p r ML- --w PLAN- mm- ATER So" 0y.sTm'T. 1% MIN" 94M Q%12 FILIM FABRIC LIIR t COVER ON All r-fims 4 TOP A a I& NOTE& WING WITHN 5 Ft OF it I- W6T M g 100.40 FOR Om PON6, U!% WIP2729) j%vayr. ws.m. 2, PLACE SOAKAGE IMMMS) AT LgAST 10ft POW OF W=NM AND 5FT FROM 3. PLACE 019 Of PAVWAY OF WMM IRIFFIC. 0 MIN TG'JWL COWR PVC COVER (MAY COM 2W FM CAR I ..WNG PUWME5 W.6m t �# pvc Fqpl* FROM RDM, WA96 POW 14" IN H MOO E b RQcK OR CL AN 6" pff 1:14 "m PVC ST001111 Y MA wur PIPE DIN -Elm TO MATCH U9f PIPE DIAMETER Imn I lvr- pvj(r CTION Plam nimc d" 5" 6A% IN 9M cc 44 SOAKAM TRENCH FIG. I J P --y U/ 1 37VOS I --I ml OF 0/,YdV&V 0.9 O ZS'Z9C M29,69.68S SLIK uj GN I M i Lew. -A CAP BM OF PIPING ( TYPICAL ) 4 111 11 O -Z I w p PLAN- sTORWWTM POW 6yslfmIT 1% mimmm VLOPE Q%12 FUER FABRIC LINER 9 CINER ON ALL —sm 4 TOP ;-U4;!A # WTLET PIPE VIAWMR TO MAMETER, ATCH UkrPff PJ "I I-- "f -4,01f: - -,'iim :wil NR I I VC W)&- .%.- CTION IV F FIVO RAMC d" W 6A% OR'WAIN RM OAKAGE TRMCW FIG. I Ck S89059'52"W 382.52' 381-78' GRAPHIC SCALE A7 Fact j --N CA tu GRAPHIC SCALE A7 Fact j ( ;&F_i W ) 001 as \ r�-- .Z9'Z9C M29,69.69S o1 rl as, o MAW .aa,�� � a� �pu��`sa°�ngia uo� ode � as �Suadp _60151 —,y r,wi_ gs-� .. = ic:�.1'3azi'E�l:�..q'•3r�ags 'odoissinns '(6uo� 6uoH) euiqD ias3 `113W 'ueder ias3 '�(ananS aDueupap'IN aa�sepp� 'NSI 'ase8oa� `Nd��IN `SdN 'Od3 `SJS(1 `OJ93� `-djOD d IU@WaJDUI 'dewialul 'uivaaeE)'3213H 'ias3 :sa�anoS 'SIE) �C�uno� aue� ------- ----- C C) °e. S S-OT" 4c QVazo t oz i-c � yy A Imo.OSIL C, Cj L C. 0 55 10-00 5-00-00 5-00-00 o — m o 13-00-00 12-00-00 12-00-00 c 6-04-00 N a-oo-o0 1z-oo-oo — TRIANGLES ON TRUSS ENDS INDICATE LEFT END OF TRUSS ON CORRESPONDING ENGINEERING SHEET > o C N w o o z E w a D p 0 7 CL w w U N U w z L L y L w U ` w C N � N O c fit w EL) 7 N O] mC � m < CO M C D -2 E -0-C N (0 -a > — -0 a� LCLo O[6 N m-- - m ui O c m > w (6 O -°a ~ z N 0 c: M w a `m > v Q-0 N NJ I� N co Lu cNm cq Oz O ROOF NOTES: :a) m L z COMPOSITION ROOF C < N C O 's— ROOF PITCH: 9/12, 12/12, 4/12 M OVERHANG: 1 -4-0 LIVE LOAD: 25 psf Y O ff. �`0 TOP CHORD TOP CHORD DEAD LOAD: 8 psf Qj 'q - I BOTTOM CHORD DEAD LOAD: 7 psf BOTTOM w c:) WIND LOAD & EXPOSURE: Vult 120 mph - Exp. B CD cq N TRUSS TO PLATE CONNECTION BY OTHERS to L o LAYOUT NOT TO SCALE O L N z 0) — co �a GENERAL NOTES 1oo THIS DRAWING PROVIDES TRUSS DIMENSIONS AND LOCATIONS ONLY co Co AND SHALL ALWAYS BE USED IN CONJUNCTION WITH APPROVED 4= N N ARCHITECTUAL AND STRUCTURAL DRAWINGS O w U�CC [6 o N s THE GENERAL CONTRATOR SHALL VERIFY ALL DIMENSIONS IN XX { WRITING AND BE RESPONSIBLE FOR REPORTING ANY DISCREPANCIES TO THE MANUFACTURER PRIOR TO FABRICATION. - -- 3 TRUSSES ARE EXTREMELY FLEXIBLE UNTIL ALL FORMS OF BRACING ARE IN PLACE AND FASTENED. FOR ERECTION AND BRACING RECOMMENDATIONS, SEE THE ENCLOSED BCSI-31 & BCSI-63 U SUMMARY SHEETS. 4 BEFORE INSTALLING TRUSSES, REFER TO INDIVIDUAL ENGINEERED J TRUSS DRAWINGS. LOCATE THE TOP AND BOTTOM CHORDS, AND PLACE TRUSSES ACCORDINGLY. BRACE INDICATED ON THE ENGINEERED TRUSS DRAWINGS IS MANDITORY AND PERMANENT. 5 FOLLOW. PROJECT ENGINEERS / DESIGNERS INSTRUCTION ON TIE DOWNS, NAILING AND OVERALL SWAY BRACING. 5 DO NOT CUT, DRILL, OR ALTER TRUSSES IN ANY WAY WITHOUT +�-> WRITTEN AUTHORIZATION FROM THE TRUSSCO & BUILDING SUPPLY. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY OF ANY ALTERATION OF A TRUSS WITHOUT WRITTEN APPROVAL FROM THE TRUSSCO & BUILDING SUPPLY. SUPERIMPOSED LOADS: A. NO MATERIAL SHALL BE STORED ON A TRUSS SYSTEM UNTIL ALL v PERMANENT BRACING HAS BEEN COMPLETELY INSTALLED. z B. CONCENTRATED & UNIFORM LOADS DUE TO CONSTRUCTION o `l AND/OR OCCUPANCY SHALL NOT EXCEED THOSE SPECIFIED BY m D THE TRUSS DESIGNER AS TO WEIGHT AND LOCATION. v a > C. LOADS SHALL NOT BE SUSPENDED FROM THE BOTTOM CHORDS a o n OF TRUSSES UNLESS THE TRUSSES HAVE BEEN DESIGNED TO > z a SAFELY CARRY THE APPLIED LOAD, a m of c > 0 IMPORTANT: 1. SEE BCSI-B1 SUMMARY SHEET FOR HANDLING, INSTALLING. av�`wc o as RESTRAINING AND TEMPORARY BRACING REQUIREMENTS. 2 c o 5arwz 2. SEE ENGINEERED TRUSS DRAWINGS AND SUPPLIED BCSI-B3 I FOR PERMANENT BRACING REQUIREMENTS 7 71, Cl 0 S.2-1 C 13 8 2 C-14 7500 j32 cl 2 )78 / s. Lane County GIS, Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GmOase, LGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, (9 1. 7en7t ap wMU'f®rj iylf!