The URL can be used to link to this page

Home My WebLink AboutPermit Building 2017-09-14@ 2017 JOHNSON BRODERICK ENGINEERING. No part of this document can be reproduced without the written permission from JBE, [ 325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 or fax (541)338-9483 ] 00 M (D 00 00 ,r 00 00 0 W Cn C13 — 0 Of LLJ Cl) Cl) C/) LL1 III Z N. W.1 /4 S.W.1 /4 SEC.. 19 T 17 S. R. 2W. W. M. 0 X = NO!DaN0 'C1'14'9J!DNI8c1!5 AO A-LIO � LL E 8? '71VIDIA-:10 ONicnino 3H- 44'62AO�JddV -3Lq -J-JVH,�z ANO -1:19 3_LVG 3H -L 2i-jiAv i:)3rou' 7,1-11 0.1 30VN - Uj 9t, " -�!' - -10�) c', 10 �-'NO J 7AVH M 1\1:0 A 30 < 0 , nn180 S3i 120.03 OU cq-0 �JON'=m"77j c"o" L 3 N C, or,THE 501 DOCUMENT AND THE DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF JOHNSON BRODERICK ENGINEERING, LLC, AND ISNOT TO BE IT L R USED, IN WHOLE OR PART, FOR ANY E L12A OCCUPANCY GROUP OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION FROM THE OCCUPANCY LOAD PRINCIPALS OF JOHNSON BRODERICK ENGINEERING TYPE CONSTRUCTION 'In'T lei, L C- �AL [U) �E. �SC R;i P T1 �10 N� 54 INDICATES W TAE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH ALTERATIONS INDICATED ON COLORED PENCIL. CHANGES LO co DAMAGED W C': �;R ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL 13E APPROVED BY - 0 - CARPORT TO BE 0 F_ THE BUILDING OFFICIAL. 0 CITY O!� D, OREGON REPLACED 'r- F_ LO ................ PATE co 24 -- ------------------------------------------ ATTENTION: Oregon law requires you to No follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth In OAR 952-001 -0010 through OAR 952-001. 0090. You may obtain copies of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is 1-800332-2344). 120.00 NOTICE: SITE PLAN THIS PERMIT SHALL EXPIRE IF THE WORK AUTHORIZED UNDER THIS PERMIT IS NOT 2650 31St Street COMMENCED OR IS ABANDONED FOR ANY 180 DAY PERIOD. Springfield, OR 97477 17-02-19-32 00501 Stormwater may be discharged on flatareas so long as the stormwater shall flow away from the building and away from adjoining properties, and shall not create a nuisance. VICINITY MAP 3 @ AT MFR MANUFACTURER AB ANCHOR BOLT MB MACHINE BOLTS ABV ABOVE MAX MAXIMUM ATR ALL -THREAD ROD MTL METAL DRAWING LEGEND ARCH ARCHITECTURAL MIN MINIMUM MISC MISCELLANEOUS MARK DESCRIPTION MARK I DESCRIPTION BC BOTTOM CHORD BLDG BUILDING (N) NEW ROOF JOIST SECTION CUT BLKG BLOCKING N / NO. NORTH N4 AM BM BN BEAM BOUNDARY NAILING NS NTS NEAR SIDE NOT TO SCALE BOT BOTTOM BEAM ELEVATION CALLOUT �`®ry BO BOTTOM OF OC OPG ON CENTER OPENING B-01 _01 cr HSS COLUMN ABOVE DETAIL CALLOUT BOS BOTTOM OF STEEL OH OPPOSITE HAND (L CENTER LINE OF OPPOSITE ELEVATION GRID CIG cAST-IN-PLACE OSB ORIENTED STRAND BOARD OSSC OREGON STRUCTURAL SPECIALTY CODE CLG CEILING CLR ci CLEAR CONTROL JOINT 0/ OVER z II-_ Lij WINDOW REVISION PSL PARALLEL STRAND LUMBER ti :E CMU COL CONCRETE MASONRY UNIT COLUMN It PLATE (STEEL) -I- Xx KEYED NOTE FOOTING PLY PLYWOOD n Url_ CONG CONT CP CONCRETE CONTINUOUS CONTROL POINT PMJ PT PRE -MOLDED JOINT FILLER PRESSURE TREATED LU 0 I EXTENTS OF INFILL WALL: CONCRETE MASONRY I —+— UJ (D) DEMOLISH REINF REINFORCEMENT - LLJ DBL DOUBLE REQ'D REQUIRED W Lii DEFL DEFLECTION RJ ROUGHENED CONSTRUCTION JOINT DET DETAIL RO RS ROUGH OPENING ROUGH SAWN ILL.(n 0 DIA DIAMETER DO DWG DITTO DRAWING S/SO. SOUTH C:' LO SAD SEE ARCHITECTURAL DRAWING (E) EXISTING SC SLIP CRITICALQ0 V C-4 U) E EAST SCHED SCHEDULE EA EACH SDWS SELF -DRILLING WOOD SCREW ES EN EACH SIDE EDGE NAIL SGD SHTH'G Sim SEE GEOTECH DESIGN REPORT SHEATHING SIMILAR CD SOT USED 10 DRAWING LEGEND 2 EL EW EJ ELEVATION, END LENGTH EACH WAY EXPANSION JOINT SOG SPEC SLAB ON GRADE SPECIFICATION >1 EQ EQUAL so SSH SQUARE SLOTTED HOLE SHEET INDEX SUBMITTALS EXP ANC EXPANSION ANCHOR Ss SHORT S STEEL EXT EXTERIOR SYMM SYMMETRICAL SO.0 - COVER SHEET 1. TRUSS PACKAGE FE FIRE EXINGUISHER S2.0 - PLANS FEC FIE EXTINGUISHER CABINET TBD TO BE DETERMINED S3.0 - ELEVATIONS FS FAR SIDE TC TN TOP CHORD TOE NAIL S5.0 - CONCRETE DETAILS FDN FIN FOUNDATION FINISH T&B TOP AND BOTTOM S6.0 - WOOD DETAILS FG FINISHED GRADE TO TOP OF cna FLR FLOOR TOC TOP OF CONCRETE .0 2 FOC FACE OF CONCRETE TOF TOP OF FRAMING > FOF FACE OF FRAMING TOFS TOP OF FLOOR SHEATHING FOS FACE OF STUD TOS TOP OF STEEL FTG FOOTING TRANS TRANSVERSE TYP TYPICAL GA GB GAUGE GRADE BEAM LINO UNLESS NOTED OTHERWISE GL GLUE LAMINATED (BEAM) UT ULTRASONIC TESTING El GWG GYPSUM BOARD GYP GYPSUM VERT VERTICAL 08/16/2017 HCA HEADED CONC ANCHOR (STUD) W WEST Date: HDR HEADER WA W/ WALL ASSEMBLY WITHProject 17054.05 H, HORIZ HORIZONTAL No: HDG HOT DIPPED GALVANIZED W/o WITHOUT HS HIGH STRENGTH WP WORK POINT, WATERPROOFING CJW HSB HIGH STRENGTH BOLTS Drawn By: HSS HOLLOW STRUCTURAL SECTION INT INTERIOR Checked BY: AMB COVER LLH LONG LEG HORIZONTAL LSL LAMINATED STAND LUMBER LLV LONG LEG SHEET LONG LONGITUDINALVERTICAL LSH LONG SLOTTED HOLE LVL LAMINATED VENEER LUMBER Sheet title: ')'UBMITTALS 9 1ABBREVIATIONS 5 1 SHEET INDEX SO.0 @ 2017 JOHNSON BRODERICK ENGINEERING. No part of this document can be reproduced without the written permission from JBE, [ 325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 or fax (541)338-9483 ]