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Plans (82) RECEIVED OCT 192015 Rogers Machinery Company, Inc. CITY OF TIGARD PROJECT MANUAL BUILDING DIVISION Project Name: Restroom Alteration to Existing P61 E Building (formerly Warehouse #3) Site Address: 14650 SW 72nd Ave. Portland, OR 97224 Applicant Name: Frank Wiering Corporate Projects Manager Business 503-639-0808, Desk 503-603-1925, Mobile 503-720-7268 General Contractor: SM Andersen Company, Inc. 6712 N. Cutter Circle Portland, Oregon 97217 503-285-7118 CCB#63034 130b2n(S-- ) j /5- City of Tigard Don Mortensen Project Manager /�• trove. Plansm. 503-789-0362 donandersen-const.com By 4111'.:77.___ Date Plumbing &Mechanical Contractor: [ r<„ -`5G0-7e''`'P Caliber Plumbing&Mechanical, Inc. 10940 SW Barnes Rd.#114 OFFICE COPY Portland, OR 97225 Lic#PB1658 CCB#208245 Ernie Beasley Owner m. 971-563-1672 Electrical Contractor On Electric Group, Inc. (formerly)Oregon Electric Group 1709 SE 3rd Ave. Portland, OR 97214 CCB#203 Phone 503-234-9900 Brad Sisson Project Manager m. 503-849-2252 • INDEX 1. Commercial Application Checklist 2. Restroom/Breakroom Outline Spec 3. Framing Stamped Calculations 46 pages 4. Stairway Stamped CaIs 17 pgs. 5. Exhaust Fan Cutsheets 6. Copy of existing Permit ELE2015-00094 • X:\Warehouse 3 Project\Project Manual\City of Tigard\Restroom Building Permit Application\Project Manual.doc • Commercial Application Checklist City of Tigard 1111 _ .. 13125 SW Hall Blvd.,Tigard,OR 97223 Phone: 503.718.2439,Fax: 503.598.1960 TIGARD Internet address:www.tigard-or.gov PROJECT INFORMATION Project name: 22' x 22' Restroom Alteration to Existing.Warehouse#3 Date: Oct 19, 2015 Address: 14650 SW 72nd Ave. City: Portland State: OR ZIP: 97224 Scope of work: Plumbing Water&Waste Water, Groundlevel load bearing framing, plumbing fixtures, water closets, urnials, sinks, locker room, second level breakroom & assembly area. Reference no.: P61 E Map and tax-lot no.: 2S1 12AD- 00500 & 00501 Contact person name: Frank Wiering Company: Rogers Machinery Co., Inc. Phone: 503-639-0808 Fax: 503-639-0111 Cellular phone: 503-720-7268 E-mail: frank.wiering@rogers-machinery.com NOTES AND INSTRUCTIONS • The purpose of this checklist is to help define a complete submittal package for the scope of work. Plan review will not take place until a complete package is submitted. • This checklist can be used for all commercial construction projects, including new construction, additions, alterations and tenant improvements. ■ For complex projects, applicants should use the"location" space to note the item's location and page 0 number from the plans or the specification book. It is not necessary to duplicate submittal information, even if it is asked for in multiple sections. ■ In the checklist, "Required"means that the applicant must provide this information for plan review. • In the checklist, "P"means— • if checked by the applicant—the information is provided for the plan review. • if checked by the plans reviewer—this information is required for the plan review. • In the checklist, "NA"means that the information does not apply. • Choose only those sections of the checklist that apply to your scope of work. Section 1.0, "General Project Data,"must be included with each project submitted. PRE-SUBMITTAL PROCESS An applicant may request a pre-submittal meeting with representatives of the jurisdiction in which the project will be built. The meeting may take place during the conceptual, schematic, or in-progress phase, or when the applicant has completed plans. INDEX OF CHECKLIST SECTIONS 1.0 General project data Page 2 7.0 Mechanical data(Types I and II 2.0 Civil data Page 2 kitchen-hood permits) Page 6 3.0 Architectural data Page 3 8.0 Plumbing data Page 7 4.0 Structural data Page 4 9.0 Electrical data Page 8 5.0 Mechanical data(new construction, tenant 10.0 Fire-suppression data Page 9 improvement, gas-piping permits) Page 5 11.0 Fire-detection and fire-alarm data Page 9 6.0 Mechanical data(additional or replacement 12.0 Re-roof installation data Page 10 rooftop-equipment installation permits) Page 6 13.0 Jurisdictional requirements Page 10 "kis checklist is for building department jurisdictions in Clackamas,Multnomah,and Washington counties. 440-2734(8/01/WEB/COM) 1:\Building\Forms\COM-Checklist.doc 10/15/15 SECTION 1.0 — GENERAL PROJECT DATA Construction documents Location(sheet number or spec section) IIIP1 ® Required No. of sets of plans: New: 1 TI: 2 .2 ® Required Cover sheet title block G.1 1.3 ® Required Cover sheet vicinity map G.1 1.4 ® Required Cover sheet plan index G.2 1.5 ® P ❑ NA Code summary G.3 1.6 ❑ P ® NA Deferred submittal summary 1.7 ® P ❑ NA Professional stamp and signature See Sections 4 &Section 8 1.8 ❑ P ® NA Fire and life-safety plan 1.9 ❑ P ® NA Landscape plan ' Not in Project Scope 1.10 ❑ P -/ NA Landscape specifications Not in Project Scope Supporting documents Notes 1.20 ❑ P ® NA Land-use or planning actions Not in Project Scope 1.21 ❑ P ® NA Required fire-flow calculations Not in Project Scope 1.22 ❑ P ® NA Fire-hydrant flow-test report Not in Project Scope No Longer required per 1.23 ❑ P ® NA Fire department or fire district building survey report TVFR 1.24 ❑ P ® NA Material safety data sheets (MSDS) Not in Project Scope SECTION 2.0 — CIVIL DATA Construction documents Location(sheet number or spec section) 2.1 ® Required Site plan C.1 0 ® Required Site utility plan C.3 + 1985 Photos of trench under constuction 2.3 Z Required Grading plan Not In Project Scope 2.4 ® Required Erosion-control plan Not In Project Scope 2.5 ❑ P ® NA Utility-vault location and details Not in Project Scope Supporting documents Notes 2.20 ❑ P ® NA Geotechnical/soil engineer report Not in Project Scope 2.21 ❑ P ® NA Storm-water calculations Not in Project Scope 2.22 ❑ P ® NA Site retaining-wall structural calculations Not in Project Scope 2.23 ❑ P ® NA "Assurance of Compliance"with environmental rules.... Not in Project Scope • 440-2734(8/01/WEB/COM) Tri-County Commercial Application Checklist 2 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties 1:\Building\Forms\COM-Checklist.doc SECTION 3.0 — ARCHITECTURAL DATA Construction documents Location(sheet number or spec section) 1 ® Required Floor plan(s) A.1 1A-A.1 E .2 ® Required Transverse and longitudinal cross sections 3.3 ® Required OSSC Chapter 11 accessibility requirements G.3 Code Summary 3.4 ❑ P ® NA Interior elevations 3.5 ® P ❑ NA Exterior elevations 1985 A2 West Elevation .3.6 ❑ P ® NA Roof plans Not In Project Scope 3.7 ❑ P ® NA Exterior wall sections and details Not In Project Scope 3.8 ❑ P 0 NA Reflected ceiling plan(s) Not In Project Scope 3.9 ❑ P ® NA Fire-rated construction details Not In Project Scope 3.10 ❑ P ® NA Energy code compliant construction details and specifications Not In Project Scope 3.11 ® P ❑ NA Door schedule A,2 3.12 ® P ❑ NA Glazing schedule A,2 3.13 ❑ P ® NA Furniture plan Not In Project Scope Supporting documents Notes 3.20 ❑ P ® NA Energy code compliance forms/calculations Not in Project Scope 3.21 ❑ P NA Material safety data sheets (MSDS) Not in Project Scope 3.22 ❑ P ® NA Hazardous materials inventory statement(HMIS) Not in Project Scope 3.23 ❑ P ® NA Hazardous materials management plan(HMMP) Not in Project Scope 3.24 ® P ❑ NA Written fire and life-safety evacuation plan for area of rescue assistance A.3 .5 ❑ P ® NA Active and passive smoke-control information Not In Project Scope III 440-2734(8/01/WEB/COM) Tri-County Commercial Application Checklist 3 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties i:\Building\Forms\COM-Checklist.doe SECTION 4.0 — STRUCTURAL DATA Construction documents Location(sheet number or spec section) ak1 ® Required Structural cover sheet S.1 Professional Stamp 2 ® P ❑ NA Foundation plan Existing Building Sht F.1& F.2 4.3 ❑ P I NA Under-slab mechanical plan Not In Project Scope 4.4 ❑ P I NA Under-slab electrical plan Not In Project Scope 4.5 ® P ❑ NA Under-slab plumbing plan P.1 Professional Stamp 4.6 ® P ❑ NA Floor framing plan S. Sht.1-8 4.7 ❑ P ® NA Roof framing plan Not In Project Scope S Framing Plan.11 pgs & Stair 4.8 ® P ❑ NA Structural elevations Plan 6pqs. 4.9 ❑ P ® NA Structural details and cross sections 4.10 ❑ P ® NA Standpipe information Not In Project Scope 4.11 ® P ❑ NA Special inspector/structural observation matrix CTI Anchor bolt inspct. TBA Supporting documents Notes 4.20 ❑ P ® NA Geotechnical/soil engineer report Not In Project Scope 4.21 ❑ P ® NA Site-specific seismic hazard report Not In Project Scope 4.22 ❑ P ® NA Design narrative Not In Project Scope See Project Manual Framing Calcs Sht. 1 -46 & Stair 4.23 ® P ❑ NA Structural calculations cals 17 pgs. • • 440-2734(8/01/WEB/COM) Tri-County Commercial Application Checklist 4 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties I:\Building\Forms\COM-Checklist.doc SECTION 5.0 - MECHANICAL DATA (New construction, tenant improvement, gas piping permits) Construction documents Location(sheet number or spec section) ® Required Floor plan M.1 ® Required Equipment schedule See Project Manual Vent fans 5.3 ❑ P ® NA Site plan 5.4 ❑ P ® NA Under-slab mechanical plan Not In Project Scope 5.5 ❑ P ® NA Roof plan Not In Project Scope 5.6 ❑ P ® NA Fuel gas piping plan Not In Project Scope 5.7 ❑ P ® NA HVAC equipment and duct plan(s) Not In Project Scope 5.8 ❑ P ® NA Roof access details Not In Project Scope 5.9 ❑ P ® NA Duct smoke detector plans Not In Project Scope 5.10 ❑ P ® NA Fire/smoke damper locations Not In Project Scope 5.11 ❑ P ® NA Smoke control plan Not In Project Scope 5.12 ❑ P ® NA Outside air(OSA)table Not In Project Scope 5.13 ❑ P ® NA Refrigeration equipment and piping-plan Not In Project Scope 5.14 ❑ P ® NA Kitchen equipment plan Not In Project Scope 5.15 ❑ P ►1 NA Type I and/or Type II kitchen hood plan, (see Section 7.0-Mechanical Data) Not In Project Scope 5.16 ® P ❑ NA Fume/vapor hood plan M.1 5.17 ® P ❑ NA Process piping/product and/or exhaust-conveying duct plan M.1 5.18 ® P ❑ NA Fire-rated construction details See A.2 5.19 ❑ P ® NA Equipment hanger/fastener details •pporting'documents Notes 5.20 ® Required Structural calculations for vertical loads and lateral No equipment over 400 LBs In loads for equipment weighing over 400 pounds Project Scope 5.21 ® P ❑ NA Equipment manufacturers' catalog"cut sheets" or specifications M.2 • 5.22 ❑ P ® NA Outside air(OSA) calculations Not In Project Scope 5.23 ❑ P ® NA Smoke-control calculations Not In Project Scope 5.24 ❑ P ® NA Combustion air calculations Not In Project Scope 5.25 ❑ P NA Fuel gas piping sizing calculations Not In Project Scope 5.26 ❑ P ►1 NA Make-up air calculations Not In Project Scope 5.27 ❑ P ® NA Energy code compliance forms Not In Project Scope 5.28 ❑ P E NA Boiler information Not In Project Scope • 440-2734(8/01/WEB/COM) Tri-County Commercial Application Checklist 5 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties is\Building\Forms\COM-Checklist.doc SECTION 6.0 — MECHANICAL DATA (Additional or replacement rooftop installation permits) 1 Construction documents Location(sheet number or spec section) IIlk ® Required Roof plan Not In Project Scope ❑ P ® NA Roof framing plan Not In Project Scope 6.3 ❑ P ►1 NA Fuel gas piping plan Not In Project Scope 6.4 ❑ P ►1 NA Roof access details Not In Project Scope Supporting documents Notes 6.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds Not In Project Scope 6.21 ® P ❑ NA Equipment manufacturers' catalog"cut sheets" or specifications Project Manual 6.22 ❑ P ►./ NA Fuel gas piping sizing calculations Not In Project Scope 6.23 ❑ P ® NA Energy code compliance forms Not In Project Scope SECTION 7.0 — MECHANICAL DATA (Type I and Type II kitchen hood permits) Construction documents Location(sheet number or spec section) 7.1 ® Required Site plan Not In Project Scope 7.2 ® Required Floor plan(s) Not In Project Scope 7.3 ® Required Kitchen equipment plan Not In Project Scope 7.4 ® Required Kitchen equipment and hood elevations Not In Project Scope 7.5 ❑ P ® NA Roof plan 7.6 ❑ P El NA Cross sections through hoods, ducts and shafts 7.7 ❑ P ® NA Fire-rated construction details ir ,, P ® NA Fire suppression details upporting documents Notes 7.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds Not In Project Scope 7.21 ® Required Make-up air calculations Not In Project Scope 7.22 ❑ P ►.1 NA Equipment manufacturers' catalog"cut sheets" or specifications 7.23 ❑ P ® NA Hood/grease extractor listing documentation 7.24 ❑ P ® NA Hood/grease duct sizing calculations 7.25 ❑ P ® NA Fire suppression information i 440-2734(8/01/WEB/COM) Tri-County Commercial Application Checklist 6 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties 1:\Building\Forms\COM-Checklist.doc • SECTION 8.0—PLUMBING DATA Construction documents Location(sheet number or spec section) N Required Floor plan(s) P1.1 2 N Required Piping and material schedule P0.1 8.3 N Required Equipment layout plan P1.1 8.4 N Required Fixture schedule P0.1 8.5 N P p NA Site utility plan P1.0 8.6 ❑ P N NA Building cross section 8.7 ❑ P N NA Rise diagram 8.8 ❑ P N NA Roof plan Not In Project Scope 8.9 N P ❑ NA Back flow prevention location P0.1 8.10 ❑ P N NA Irrigation plan Not In Project Scope 8.11 ❑ P N NA Fire-rated construction details 8.12 N P ❑ NA Under-slab plumbing plan P1.0 & P1.1 Supporting documents Notes 8.20 N Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds Not In Project Scope 8.21 ❑ P -1 NA Equipment manufacturers' catalog"cut sheets" or specifications 8.22 ❑ P N NA Utility maintenance agreements 8.23 N P ❑ NA Water supply calculations P0.1 8.24 N P ❑ NA Sanitary system calculations P0.1 8.25 ❑ P N NA Irrigation demand calculations Not In Project Scope ❑ P N NA Roof drain and storm water calculations Not In Project Scope • 440-2734(8/01/WEB/COM) Tri-County Commercial Application Checklist 7 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties i:\Building\Forms\COM-Checklist.cloc • SECTION 9.0—ELECTRICAL DATA Construction documents Location(sheet number or spec section) 1 ® Required No. of sets of plans: 2 Permit ELE2015-00094 W2 ® Required Floor plan(s) E.1& E.2 9.3 ® Required Electrical load calculations 9.4 ® Required One line diagram E5.00 9.5 ® Required Feeder riser diagram 9.6 ® Required Available fault current information 9.7 ® Required Panel schedule(s) TBA 9.8 ❑ P ® NA Site electrical plan Not in Project Scope 9.9 ❑ P ® NA Fire-rated construction details 9.10 ® P ❑ NA Lighting plan E.1 & E.2 9.11 ❑ P ® NA Emergency power system and emergency lighting plan Not In Project Scope 9.12 ❑ P ® NA Under-slab electrical plan Not In Project Scope • Supporting documents • Notes 9.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds Not In Project Scope 9.21 ❑ P ® NA Energy code compliance forms and calculations for lighting 9.22 ❑ P . ® NA Emergency power system specifications 9.23 ❑ P ® NA Feeder riser information .24 ❑ P ►I NA Lighting equipment manufacturers' catalog "cut sheets"or specifications III 440-2734(8/01/WEB/COM) Tri-County Commercial Application Checklist 8 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties 1:\Building\Forms\COM-Checkl ist.doc SECTION 10.0-FIRE SUPPRESSION DATA Construction documents Location(sheet number or spec section) 1 ® Required Floor plan(s) .2 ® Required Sprinkler piping plan(s) Non-Sprinklered <12,000 S.F. 10.3 ❑ P ® NA Site plan 10.4 ❑ P ® NA Standpipe information 10.5 ❑ P ® NA Back flow prevention information 10.6 El P ® NA Reflected ceiling plan(s) 10.7 ❑ P ® NA Transverse and longitudinal cross sections 10.8 ❑ P ® NA Fire-rated construction details 10.9 ❑ P ® NA Specialty fire suppression system plans and list of systems Supporting documents Notes 10.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds 10.21 ® Required Equipment manufacturers' catalog"cut sheets" 10.22 ❑ P ® NA Hydraulic calculations 10.23 El P ® NA Specialty fire suppression system information SECTION 11.0-FIRE DETECTION AND ALARM DATA Construction documents Location(sheet number or spec section) 11.1 MRequired Floor plan(s) 11.2 ❑ P ® NA Site plan Not In Project Scope ❑ P ® NA Reflected ceiling plan(s) o.3 .4 LI P ® NA Transverse and longitudinal cross sections 11.5 ❑ P ® NA Wiring schematic 11.6 ❑ P ® NA Elevator recall information 11.7 ❑ P ® NA Operational matrix 11.8 El P ® NA Fire-rated construction details 11.9 ❑ P M NA Standard electrical notes Supporting documents Notes 11.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds 11.21 ® Required Equipment manufacturers' catalog"cut sheets" 11.22 ® Required Installer certification information 11.23 ❑ P ® NA Battery calculations 11.24 El P ® .NA Sample fire alarm log book 11.25 El P ® NA Emergency power system specifications 11.26 ❑ P ® NA Monitoring station information 11.27 ❑ P ® NA Voltage drop calculations • 440-2734(8/01/WEB/COM) Tri-County Commercial Application Checklist 9 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties is\Building\Forms\COM-Checklist.doc SECTION 12.0 — RE-ROOF INSTALLATION DATA Construction documents Location(sheet number or spec section) 410.L ® Required Site plan or building location map .2 ® Required Occupancy classification 12.3 ® Required Type of construction 12.4 ® Required Minimum roof class required 12.5 iI Required Class of roofing to be installed Not In Project Scope 12.6 ® Required Roof plan 12.7 ❑ P ® NA Parapet and scupper cross section(s) Supporting documents Notes 12.20 ® Required Pre-re-roof inspection report Not In Project Scope 12.21 ® Required Roofing system listing information 12.22 ® Required Roofing manufacturer's catalog"cut sheets" 12.23 ❑ P ® NA Structural calculations 12.25 ❑ P ® NA Structural engineer's report SECTION 13.0 — JURISDICTIONAL—SPECIFIC REQUIREMENTS Construction documents Item Location(sheet number or spec section) 13.1 ❑ P ® NA ❑ Required 13.2 ❑ P ® NA ❑ Required 13.3 ❑ P ® NA ❑ Required 13.4 ❑ P ® NA ❑ Required 13.5 ❑ P ® NA ❑ Required 4 .6 [IP ® NA [I Required . .7 ❑ P ►1 NA ❑ Required 3.8 ❑ P ® NA ❑ Required 13.9 ❑ P ® NA ❑ Required 13.10 ❑ P ® NA ❑ Required III 440-2734(8/01/WEB/COM) Tri-County Commercial Application Checklist 10 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties ]:\Building\Forms\COM-Checklist.doc I Rogers Machinery Company Restroom/Breakroom Outline Spec Item Description Div. 1-General Chemical Toilet Rental Site Cleanup Continuous Cleanup Dumpsters/Debris Disposal Final Cleaning &Janitorial Div.2-Sitework Roof to Floor Dust Curtain Install & Removal Concrete Sawcutting & Removal For Plumbing -adsorption pads to collect slurry Saw cut Paving for Waterline Trench Excavation & Backfill of Waterline Trench Paving Patch @ Waterline Trench Div. 3-Concrete Concrete Plumbing Trench Pour-back& Finishing Div.5-Metals Existing building exterior West wall-Access for plumbing, close and finish on completion. • 4" Metal Stud Framing & Hat Channels second level Corrugated Metal Siding @ three wall surfaces-Alteration exterior-two levels Steel Stair/Landing &Handrails Engineering for Seismic anchorage of steel stairs Div. 6-Carpentry Ground Level-Wood Framing & Plywood & hardware 2nd level-Breakroom Cabinetry Misc Carpentry- Blocking & Backing—tie Stair to framing. Div.7-Weather Barriers Wall Insulation @ Walls-R-19& R-15 Batt Ceiling Insulation above Restroom Ceiling 2nd Floor Insulation on Top of Acoustical Ceiling Div. 8-Doors/Windows 3'-0"x 7'-0" Door H.M./Frame/Auto closer Qty 2 3'-0"x 7'-0" Doors H.M./Frame/Safety glass Qty 1 3'-0"x 7'-0" Doors H.M./Frame/Safety Glass/Auto closer Qty 1 2'-6"x 7'-0" Doors H.M./Frame/Blank Qty 1 Window Relites @ 2nd Floor 6'x4' Qty 2 Mirrors @ Restrooms Qty 2 • • Div. 9-Finishes Drywall @ Int. Walls, Ceilings Acoustical Ceiling Grid &Tile @ 2nd Level Plastic Laminate Wainscot @ All Restroom Walls and Mop Closet Floor Prep of Warehouse Floor to Receive Flooring Restroom/Locker Sheet Vinyl Flooring w/6"self Cove Conference& Breakroom Sheet Vinyl & Rubber Base Prime& Paint Interior Walls &Ceilings Paint Steel Stairway, Railing, & Handrail & Doors Div. 10-Specialties Toilet Accessories-Grab Bars Double Tier Lockers Locker Room Bench Toilet Partitions & Urinal Screens Restroom Signs Div.15-Mech/Plumb Engineered drawings for City of Tigard Plumbing Permit application Copper and PEX Domestic waterline 2"x-340' Pressure regulator& backflow device Waste piping ABS Vent piping ABS Floor mounted water closets w sensor eye flush valves Urinals w sensor eye flush valves • 2" Floor drain with trap primer 50 Gal Water Heater electric Mop Basin with chrome wall faucet Semi circle wash basin 54"diameter Refrigerated ADA drinking fountain 2nd floor Breakroom sink with chrome faucet Sink in Unisex ADA restroom Heat&Ventilation (No AC) Div. 16-Electrical Systems On Electric Group(formerly Oregon Electric Group) Existing Permit Power& Lighting Systems By Rogers Machinery City of Tigard Permit Fees Architect, Structural Engineer &3rd Party Inspection Fees X:\Warehouse 3 Project\Project Manual\City of Tigard\Restroom Building Permit Application\Restroom Breakroom Outline Spec.doc S a 9 Structural Calculations ROGERS MACHINERY (Portland, OR) 14650 SW 72"d Avenue Portland, OR. New Conference Rm Addition DESIGN LOADS: Floor Load = 65 psf(50 LL) and 2000 lbs Seismic: Ss = 0.968 Max Soil Brg Pressure = 1500 psf Ick ,,, �1 ST 70,N)1. 1 7 i f '114(.7)74‘,(‘\/ Or 2 2o15,- Job oLeweJob No. 6471 TIM COVERT P.E. STRUCTURAL ENGINEER 1750 SW Skyline Blvd #221 Portland, Oregon 97221 Phone:(503) 228-0426 (91"/ i KOc z,c 6/ 23 j t5- u p-- I MAco-t+JER-7 • T1 _ G5- Ps-c- A S n 0 • t. 6 0 � � � ., d _ . w?.+8` a , i+ate —g'7 11:f 0 _ ��. it tL0 2x12 solid blocking' ,, under partition. __. -----,7,-,o ,o co o ! cu 41 UPPER LEVEL FRAMING PLAN : 1, n 1 r' FJA = 2x12 DF-L No.1 at 16" o/c ¢ 1 " Q • R CTkA. a FJB = 2x12 DF-L No.2 at 16" o/c s, 1 1Ilep 'ra #9381 r- HA = 4x8 DF-L No.2 ' 6,-LA------ . ` C - , • OREGON • HB = 4x6 DF-L no.2 Y z2.+}"' J'jA/ r040,\ RENEWS 12-31-15 614/7 6(2 (cs- 02 -2 • ROGERS MACHINERY CONFERENCE ROOM: UPPER FLOOR NOTES 1. FJA = 2x12 joists DF-L No.1 at 16" o/c. FJB = 2x12 joists DF-L No.2 at 16" o/c. 2. Subfloor: 3/4" plywood (48/24) or APA rated sheathing See Sheathing Schedule. 3. Bearing Walls: 2x6 (minimum) DF-L at 16" o/c. 4. Headers: HA = 4x8 DF-L No.2 HB = 4x6 DF-L No.2 .• 5. For construction not called out otherwise, comply with 2014 OSSC Chapter 23, especially Table 2304.9.1. P cs,\,,, OREGON 1;14/CO ` • Ulge(Z.- ciob '=CZE/Lt.( . \-q : °cDtG� GOA-0 !r.1 It - SO Fs-c. issi 1 1 1 co -- ?- GnA-D 2,00 O �� t CU 30t\ X 3 0 A-PRAGO !42.04- §c 32-o Pc-c. III Pi ' 3"T > (4-2:7 PVP) 1 ,T ( 1(.on2 J of STS L = 1r ' 44toI IZ L ( q 3 ") (( L`--3" 0 A L 65- ?SF = $7 Pc.F ,t,„ . As Do L A nti , 304 � Com-x(Z- r& arG 1111 B Dt_ = ?.o ?tic' 130,2 30`' Pa, 1 eq II e emsmimiumanamismann 0 DL 20 PGF use d, = 9a 0 r# f , K -- 4.375 ( (.88` ) t - 3 UP BEAM SPAN = 9 .25 FT. FJ (10) A S LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 87 PLF. LOAD CASE: 1 SAWN BEAM USED: FB= 1000 PSI. FV= 180 PSI . FC PERP = 625 PSI . E= 1600000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS : V = 335 M = 930 D = 8 . 96 /Ix REACTION (LEFT) = 402 .375 LBS. BEARING AREA REQ'D = . 6438 IN2 . REACTION (RIGHT) = 402 . 375 LBS . BEARING AREA REQ'D = .6438 IN2 . SX = 11.16 IN3 . AV (MIN) = 2 .791667 IN2 . • a MINIMUM BEAM SIZE = 1 .5 X 7.25 1.$0 @I (6 6(C ) MAX. DEFLECTION = . 1880979 INCHES = L/ 590. 1182V( 1110 A(PROVIDED) = 10 . 875 IN2 . SX (PROVIDED) = 13 . 14063 IN3 . D.F. = 1. 057587 IX(PROVIDED) = 47 . 63477 IN4 . BRG LENGTH REQD (LEFT) = .4292 IN. BRG LENGTH REQD (RIGHT) = .4292 IN. fb = 849 .2747 psi . 94 N 1 - • KA, v. OREGON Up - � BEAM SPAN = 9 . 25 FT. FJ (10) B LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 20 PLF. LOAD CASE 2 UNIFORM LOAD ON PARTIAL SPAN, LEFT LOAD = 427 PLF. A= 3 .25 FT. FROM LEFT SUPPORT. LOAD CASE 3 UNIFORM LOAD ON PARTIAL SPAN, LEFT LOAD =-427 PLF. A= . 75 FT. FROM LEFT SUPPORT. LOAD CASE: 1 LOAD CASE: 2 LOAD CASE: 3 SAWN BEAM USED: FB= 1000 PSI. FV= 180 PSI. FC PERP = 625 PSI . E= 1600000 PSI . MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 905 M = 1608 D = 13 .4 /Ix • REACTION (LEFT) = 929 . 1891 LBS. BEARING AREA REQ'D = 1.486703 IN2 . REACTION (RIGHT) = 323 . 3108 LBS. BEARING AREA REQ'D = .5172973 IN2 . SX = 19 . 296 IN3 . AV (MIN) = 7. 541667 IN2 . MINIMUM BEAM SIZE = 1. 5 X 9.25 CZ-KW e la" o(G' MAX. DEFLECTION = . 1354471 INCHES = L/ 819 . 5084 V A(PROVIDED) = 13 . 875 IN2 . SX (PROVIDED) = 21.39063 IN3 . D.F. = 1. 029343 IX (PROVIDED) = 98 . 93164 IN4 . BRG LENGTH REQD (LEFT) = . 9911351 IN. BRG LENGTH REQD (RIGHT) = .3448649 IN. fb = 902 . 0774 psi. U TU 9381 ,,rte 410 OREGON BEAM SPAN = 9.25 FT. FJ (10) C • LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 20 PLF. LOAD CASE 2 UNIFORM LOAD ON PARTIAL SPAN, LEFT LOAD = 427 PLF. A= 5. 875 FT. FROM LEFT SUPPORT. LOAD CASE 3 UNIFORM LOAD ON PARTIAL SPAN, LEFT LOAD =-427 PLF. A= 3 . 375 FT. FROM LEFT SUPPORT. LOAD CASE: 1 LOAD CASE: 2 LOAD CASE: 3 SAWN BEAM USED: FB= 1000 PSI. FV= 180 PSI . FC PERP = 625 PSI . E= 1600000 PSI . MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 611 M = 2349 D = 20 .4 /Ix • REACTION (LEFT) = 626 .25 LBS . BEARING AREA REQ'D = 1. 002 IN2 . REACTION (RIGHT) = 626 .25 LBS . BEARING AREA REQ'D = 1. 002 IN2 ., SX = 28 . 188 IN3 . AV (MIN) = 5. 091667 IN2 . t MINIMUM BEAM SIZE = 1. 5 X 11.25 ('Zx 6 0(c� MAX. DEFLECTION = . 1146206 INCHES = L/ 968 .4126 V' A(PROVIDED) = 16 . 875 IN2 . SX (PROVIDED) = 31. 64063 IN3 . D.F. = 1. 007197 IX(PROVIDED) = 177 . 9785 IN4 . BRG LENGTH REQD (LEFT) = .668 IN. BRG LENGTH REQD (RIGHT) = . 668 IN. fb = 890. 88 psi. tiCTUtt PROpe Cc 9381 \LA OREGONCONI _ • 22 BEAM SPAN = 11 . 25 FT. FJ (12) A ...._.....:__. • LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 87 PLF. LOAD CASE: 1 SAWN BEAM USED: FB= 1000 PSI . FV= 180 PSI . FC PERP = 625 PSI . E= 1600000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS : V = 408 M = 1376 D = 19 . 6 /Ix REACTION (LEFT) = 489 . 375 LBS . BEARING AREA REQ'D = . 783 IN2 . REACTION (RIGHT) = 489.375 LBS. BEARING AREA REQ'D = .783 IN2 . SX = 16.512 IN3 . AV (MIN) = 3 .4 IN2 . (I MINIMUM BEAM SIZE = 1. 5 X 7 .25 2x S it 0I- MAX. DEFLECTION = .4114642 INCHES = L/ 328. 0966 • A(PROVIDED) = 10. 875 IN2 . SX (PROVIDED) = 13 . 14063 IN3 . D.F. = 1. 057587 IX(PROVIDED) = 47 . 63477 IN4. BRG LENGTH REQD (LEFT) = .522 IN. BRG LENGTH REQD (RIGHT) = . 522 IN. fb = 1256 . 561 psi . (z2 I- (qoo)j ES )0,S) CTU c FRO 81 . • Vw e� C?RECO # „ y t'2' BEAM SPAN = 11 . 25 FT. FJ (12) B • LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 20 PLF. LOAD CASE 2 UNIFORM LOAD ON PARTIAL SPAN, LEFT LOAD = 427 PLF. A= 3 .25 FT. FROM LEFT SUPPORT. LOAD CASE 3 UNIFORM LOAD ON PARTIAL SPAN, LEFT LOAD =-427 PLF. A= . 75 FT. FROM LEFT SUPPORT. LOAD CASE: 1 LOAD CASE: 2 LOAD CASE: 3 SAWN BEAM USED: FB= 1000 PSI . FV= 180 PSI . FC PERP = 625 PSI. E= 1600000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS : V = 891 M = 1798 D = 21.9 /Ix • REACTION (LEFT) = 990 .2222 LBS. BEARING AREA REQ'D = 1 .584356 IN2 . REACTION (RIGHT) = 302 .2778 LBS . BEARING AREA REQ'D = .4836445 IN2 . SX = 21.576 IN3 . AV MIN = 7 .425 IN2 . MINIMUM BEAM SIZE = 1 . 5 X 9 .25 ( o@. 1, 10U 1O't o(Gl MAX. DEFLECTION = .221365 INCHES = L/ 609 . 8526 A(PROVIDED) = 13 . 875 IN2 . SX (PROVIDED) = 21 . 39063 IN3 . D.F. = 1 . 029343 IX(PROVIDED) = 98 . 93164 IN4 . BRG LENGTH REQD (LEFT) = 1. 056237 IN. BRG LENGTH REQD (RIGHT) = . 3224296 IN. fb = 1008 . 666 psi. 4 ((31 ocTu& R c4N 9381 \ OREGON U1 , BEAM SPAN = 11 .25 FT. FJ (12) C • LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 20 PLF. LOAD CASE 2 UNIFORM LOAD ON PARTIAL SPAN, LEFT LOAD = 427 PLF. A= 6 . 875 FT. FROM LEFT SUPPORT. LOAD CASE 3 UNIFORM LOAD ON PARTIAL SPAN, LEFT LOAD =-427 PLF. A= 4 . 375 FT. FROM LEFT SUPPORT. LOAD CASE: 1 LOAD CASE: 2 LOAD CASE: 3 SAWN BEAM USED: FB= 1000 PSI . FV= 180 PSI . FC PERP = 625 PSI . E= 1600000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 628 M = 2986 D = 38 /Ix • REACTION (LEFT) = 646 . 25 LBS . BEARING AREA REQ'D = 1. 034 IN2 . REACTION (RIGHT) = 646 .25 LBS . BEARING AREA REQ'D = 1. 034 IN2 : SX = 35 . 832 IN3 . AV (MIN) = 5 .233333 IN2 , IC"r 0 MINIMUM BEAM SIZE = 1. 5 X 11 .25 2x12 f ct C MAX. DEFLECTION = .2135089 INCHES = L/ 632 .2921 A(PROVIDED) = 16 . 875 IN2 . SX (PROVIDED) = 31.64063 IN3 . D.F. = 1 . 007197 IX(PROVIDED) = 177 . 9785 IN4 . BRG LENGTH REQD (LEFT) = . 6893334 IN. BRG LENGTH REQD (RIGHT) = . 6893334 IN. fb = 1132 .468 psi. 6- ((Co ocTuk - �-- PROt.P :5' 9381 ,r —\*\—\\ OREG4N4.4e � • $'22 .‘c3 A o93d/J 211 = j)p ) x -3-Self ' Lim , 3141 az.. _ -H x )-yd 5 = -t-r) ')1 (\tI")) Z � — 4 x` -17 -3 d Lb ) ) 31d -Lb/ + )11 (7)//009) (11) dclej LZg = 71) +{ »Xs ) Jvuu) ) (q 4 ( iv -Z44t--) -40 x E-- 1-i.0 e�t (Qo ) - ot+ (2 folx'S1) _ 888 4 x x x .S b c o L + (Z/o)'c 51) ) C1 (- m m n CD cot• UQ-- 11. BEAM SPAN = 3 . 75 FT. HDR (a) • LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 837 PLF. LOAD CASE: 1 SAWN BEAM USED: FB= 1000 PSI. FV= 180 PSI . FC PERP = 625 PSI. E= 1600000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 1308 M = 1471 D = 2 . 33 /Ix REACTION (LEFT) = 1569 .375 LBS. BEARING AREA REQ'D = 2 .511 IN2 . REACTION (RIGHT) = 1569. 375 LBS. BEARING AREA REQ'D = 2 . 511 IN2 . SX = 17 . 652 IN3 . AV (MIN) = 10. 9 IN2 . MINIMUM BEAM SIZE = 3 . 5 X 5.5 4X0 MAX. DEFLECTION = 4 . 801546E-02 INCHES = L/ 937. 1982 1, . A(PROVIDED) = 19 .25 IN2 . SX (PROVIDED) = 17 . 64583 IN3 , D.F. = 1. 090552 IX(PROVIDED) = 48 . 52605 1N4 BRG LENGTH REQD (LEFT) = 17 '286 IN. BRG LENGTH REQD (RIGHT) .7 74286 IN. fb = 1000 . 35 psi. -14 it( . X 49 P ' . 0` cc.i , 9381 r. .%. 4.----- • OREGON t f ? - t2 BEAM SPAN = 3 . 75 FT. HDR (b) • LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 1193 PLF. LOAD CASE: 1 SAWN BEAM USED: FB= 1000 PSI. FV= 180 PSI . FC PERP = 625 PSI. E= 1600000 PSI . MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS : V = 1864 M = 2097 D = 3 .32 /Ix REACTION (LEFT) = 2236. 875 LBS. BEARING AREA REQ'D = 3 . 579 IN2 . REACTION (RIGHT) = 2236. 875 LBS. BEARING AREA REQ'D = 3 .579 IN2 . SX = 25 . 164 IN3 . AV (MIN) = 15 53333 IN2 , MINIMUM BEAM SIZE = 3 .5 X 7 .25 ( +142)) V MAX. DEFLECTION = 2 . 987014E-02 INCHES = L/ 1506.521 • A(PROVIDED) = 25. 375 IN2 . SX (PROVIDED) = 30.66146 IN3 . D.F. = 1. 057587 IX(PROVIDED) = 111.1478 I . BRG LENGTH REQD (LEFT) - 1 . 022 71' IN. BRG LENGTH REQD (RIGHT) = 1. 02 571 IN. fb = 820. 7046 psi. 1 -ccAU TU 1 � RR GIN . 't' 9381 • , OREGON • Ccs =C - F L-OOIZ b M (,a/-gip to co uww Euc i853a FL,00R,t Z PC- ( allja cco. 1fi ?cec41'ote.bPsi uwww cm ,0 0 3 /4-k PLY L DDD el Ps F g u m Cs(Lc �C OZ:4 51(2 is P (2x �.3i1.P. - FLfZ. beA = JZ pc-c- 0 sf 0 WAW (Air (pac4-i4io4s) • LTA C, S-t-u -C- 0S ( PS-4 51.54 GYP. W 6 = 3 fic.4-. ps F b) 5784 &Y4 Li13D 2. S Pcc.. s-cvps .�- 57s " `t P . t,3(3D PRO,A . 7PS-C. \ 1N OREGON A/ to 461-41rs 'V).E.4-4L4.9.\4 A S tO U W W ccW ag J Lo sKtKi pg-C. 060(00 cxxs Ct) (.0 S 2K G o(L Ir ' . s-c. 1111 0 S7 2. S Ps-C-. rz,' 'Put l r(2 2:K(2- e„.(6 g Ps-C. x 2.2 ps p(ctika9 j (4((ot,bawc 2 rs 2x(2. (AlA r(,s (2- Psc. 1.4Ci 'Co�014 •1 C e P-32 SUPPLEMENTAL DESIGN°ASSI TANCE ue- (5 •Table 7.1 Uniform Load (psf) on Sheathing (Multi-Span,Normal Duration of Load,Dry Conditions) 0 Span,Center-to-Center Supports(in.) Span Load Strength Axis Rating Governed Strength Axis Perpendicular to Supports Parallel to Supports By 12 16 19.2 24 30 32 36 40 48 60 12 16 24 L/360 261 98 54 26 13 10 9 ' 16 6 1/240 392 147 81 39 19 16 14 , :,. 4 �: 23 9 V 7, 24/0 1/180 522 196 107 52 26 21 18 egg 31 12 1 e'"� Bending 208 117 81 52 33 29 •19 • 4 - ' 45 25 iit Shear 248 179 147 116 91 85 72 ,,,44,,,13-:-... 4%..., .`'.. 248 179 40-L/360 339 128 70 34 17 14 12 9 23 ' 9 L/240 509 191 105 51 25 20 18 13 0C-441, 4£ Y # 24/16 1/180 679 255 140 68 33 27 24 17 34 ` 13 p�v # ,t ,l 45 17 - Bending 267 150 104 67 43 38 24 19 53 30 1t Shear 286 207 169 133 105 98 83 75 $- � i 286 207 L/360 500 188 103 50 24 20 18 13 35 13 4 L/240 750 282 154 75 37 30 26 191` 53 20 7 32/16 ',L/180 1001 376 206 100 49 40 35 25 70 27 9 Bending 308 173 120 77 49 43 27 22 ,,,p ' -414' ' 77 43 15 Shear 314 228 186 147 116 108 92 82 ' �k , 314 228 141 L/360 979 368 201 98 48 39 34 25 16 q�Ts 78 29 10 L/240 1468 552 302 146 72 58 51 37 24 ' 4` 117 44 15 40/20 L/180 1958 736 403 195 96 78 69 49 32 157 59 20 Bending 521 293 203 130 83 73 46 38 26 %„4., 125 125 70 25 ' • 1 , • Shear 390 I 283 232 182 144 134 114 102 88 , 390 283 175 L/360 1740655 358 174 85 69 61 44 29 14 128 48 16 L/240 2610 982 537 260 128 104 91 66 43 21 193 72 24 48/24 1)180 3480/ 1309 716 347 170 139 122 88 57 28 257 97 33 Bending 704 396 275 176 113 99 63 51 35 23 188 105 38 1 Shear 476 345 282 222 175 164 139 125 108 85 476 345 213 11' t't tv 6 all 7 -320 fs-c- E, (moa* 2.5 42) ' " fi III ' APA-The Engineered Wood Association WOOD TABLE 2304.9.1 FASTENING SCHEDULE• .... DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER..b o I - SPACING Roof 3-8d common(214"x 0.131");or Blocking between ceiling joists or rafters to top 3-10d box(3"x 0.128");or At each end,toe nail plate or other framing below 3-3"x 0.131"nails;or 1 3-3" 14 gage staples,7/1b"crown 16d common(374"x 0.162")at 16"o.c.;or Flat-blocking to truss and web filler 3"x 0.131"nails at 6"o.c.;or Face nail 3"x 14 gage staples,7/,6"crown at 6"o.c. 3 8d common(214"x 0.131");or 2 Ceiling joists to top plate 3 lOd box(3"x 0.128");or Per joisttoe nail 3-3"x 0.131"nails;or , 3-3"14 gage staples,'/16"crown Ceiling joist not attached to parallel rafter(no thrust), 3 16d common(3'/z x 0.162");or 3 laps over partitions(see Section 2308.10.4.1 and 4-l Od box.131"xls;or 0.128");or Face nail Table 2308.10.4.1) 4-3"x 0.131"nails;or 4-3"14 gage staples,'/16"crown 4 Ceiling joist attached to parallel rafter(heel joint) Per Table 2308.10.4.1 (see Section 2308.10.4.1 and Table 2308.10.4.1) Face nail 3-10d common(3"x 0.148");or 5 Collar tie to rafter 4 10d box(3"x 0.128");or 4-3"x 0.131"nails;or Face nail 4-3"14 gage staples,7/16'crown 3-10d common(3"x 0.148");or Rafter or roof truss to plate or other framing below 3-16d box(3'/2"'x 0.135");or 6 4-1Od box(3"x 0.128");or Toenail` (see Section 2308.10.1 and Table 2308.10.1) 4-3"x 0.131"nails or 4-3" 14 gage staples, 16 2-16d common(314"x 0.162");or 3-10d box(3"x 0.128");or 3.3"x 0.131"nails;or End nail 3-3"14 gage staples,'/16"crown Roof rafters to ridge,valley or hip rafters;or,roof 2-16d box(31/Z"x 0.135") or 7 rafter to 2-inch ridge board 3-lOd common(3"x 0.148");or 3-16d box(3'4"x 0.135");or 4-10d box(3"x 0.128");or Toe nail 4-3"x 0.131"nails;or 4-3" 14 gage staples,'/16"crown (continued) • otecoratedis StAtttRAL SPECIALTY CODE 481 WOOD TABLE 2304.9.1—continued FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'," SPACING Walls 16d common(314"x 0.162");or 24"o.c.'face tail /2 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or 3"x 0.131"nails;or 16"o.c.face nail 3-3"14 gage staples,'VW crown I6d common(3'/"x 0.162");or 16"o.c.face nail Stud to stud and abutting studs at intersecting 16d box(3'/2"x 0.135");or wall corners(at braced wall panels) 3"x 0.131"nails;or 12"o.c.face nail 3-3"14 gage staples,7/16"crown 16d common(314"x 0.162");or 16"o.c.each edge face nail 10 Built-up header(2-inch to 2-inch header) 16d box(3'4"x 0.135") 12"o.c.each edge face nail. 11 Continuous header to stud 4-8d common(2'/�"x 0.131");or Toe nail 4-10d box(3"x 0.128") 16d common(31/2'x 0.162");or 16"o.c.face nail 12 Top plate to top plate 10d box(3"x 0.128");or 3"x 0.131"nails;or 12"o.c.face nail 3" 14 gage staples,7/16"crown 8-16d common(314"x 0.162");or 12-IOd box(3"x ;0.128");or Face nail on each side of end 13 Top plate to top plate,at end joints 12-3"x 0.131"nails;or' joint(minimum 24"lap splice 12-3" 14 gage staples, /16"crown length each side of end joint) 16d common(3'4"x 0.162") 16"o.c.face nail 14 Bottom plate to joist,rim joist,band joist, 16d box(314"x 0.135");or blocking(not at braced wall panels) 3"x 0.131"nails;or 12"o.c.face nail �1 3" 14 gage staples,7/16"crown ! 2-16d common(314"x 0.162");or 15 Bottom plate to joist,rim joist,band joist or 3-16d box(3'/2"x 0.135");or 16"o.c.face nail blocking at braced wall panels 4 3"x 0.131"nails;or 4-3"14 gage staples,''16"crown 4-8d common(21/2"x 0.131");or 4-10d box(3"x 0.128");or Toe nail 4-3"x 0.131"nails;or 4-3" 14 gage staples,/46"crown;or 16 Stud to bottom plate 1 2-16d'common(3/2"x 0.162");or 3-10d box(3"x 0.128");or 3-3"x 0.131"nails;or End nail 3-3" 14 gage staples,7/16"crown 2-16d common(3'/2"x 0.162");or 17 Top or bottom plate to stud 3-lOd box(3"x 0.128");or End nail 3-3"x 0.131"nails;or 3-3"14 gage staples,7/16"crown 2-16d common(3'/2"x 0.162");or 18 Top plates,laps at corners and intersections 3-lOd box(3"x 0.128");or Face nail 3-3"x0.131"nails;or 3-3"14 gage staples,7/16"crown 2-8d common(2'/2'x 0.131");or 19 1"brace to each stud and plate 2-lOd box(3"x 0.128");or Face nail 2-3"x0.131"nails;or 2-3" 14 gage staples,746"crown 20 1"x 6"sheathing to each bearing 2 8d common(2'/2'x 0.131");or Face nail 2-10d box(3"x 0.128") op 21 1"x 8"and wider sheathing to each bearing 3-8d common(214"x 0.131");or Face nail 3-10d box(3"x 0.128") (continued) 2014 OREGON STRUCTURAL SPECIALTY CODE . WOOD TABLE 2304.9.1—continued FASTENING SCHEDULE 4 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER 44e SPACING Floor 3-8d common(2'4"x 0.131");or 22 Joist to sill,top plate,or girder 3-lOd box(3x 0.128");or Toe nail 3-3' x 0.131"nails;or 3;3" 14 gage staples,7/16"crown 8d common(2'/2"x 0.131");or 23 Rim joist,band joist,or blocking to sill,top 10d box(3"x 0.128");or 6"o.c.toenail plate or other framing below 3"x 0.131"nails;or 3"14 gage staples,1/16"crown 2-8d common(2`//"x 0.131");or 24 1"x 6"subfloor or less to each joist 2-IOd box(3"x 0.128") Face nail - t 25 2"subfloor to joist or girder 2-16d common(31/2"x 0.162") Blind and face nail 26 2"planks(plank&beam-floor&roof) 2-16d common(31/2"x 0.162") At each bearing,face nail 20d common(4"x 0.192") 32"o.c.face nail at top and bottom staggered on opposite sides IOd box(3"x 0.128");or 24"o.c.face nail at top and bottom 3"x 0.131"nails;or Built-up girders and beams, 3" 14 gage staples,7/16"crown staggered on opposite sides 27 2-inch lumber layers And: 2-20d common(4"x 0.192");or 3-10d box(3"x 0.128");or Face nail at ends and at each splice 3-3"x 0.131"nails;or 3-3"14 gage staples,7/16"crown — 3-16d common(31/2"x 0.162");or 4 r 10d box(3"x 0.128");or 28 Ledger strip supporting joists or rafters 4 3"x 0.131"nails;or At each joist or rafter,face nail 4- 14 gage staples,1/16n crown • 3-16d common(3 V/Z"x 0.162");or 4-10d box(3"x 0.128");or 29 Joist to band joist or rim joist 4-3"x 0.131"nails;or End nail 4-3" 14 gage staples,7/76"crown 2-8d common(21/2"x 0.131");or 30 Bridging to joist 2-lOd box(3"x0.128") Each end,toenail 2-3"x0.131"nails;or 2-3" 14 gage staples,7/i6"crown (continued) 41110 2014 OREGON STTURAL SPECIALTY CODE 483 WOOD III TABLE 2304.9.1—continued FASTENING SCHEDULE SPACING OF FASTENERS ITEM DESCRIPTION OF DESCRIPTION OF FASTENER',.°i' INTERMEDIATE tslATE BUILDING MATERIALS EDGES(inches) SUPPORTS (inches) Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing 6d common or deformed(2"x 0.113")(subfloor and wall) 6 12 8d box or deformed(2'/2"x 0.113") 6 12 3 "®t 2'/,'x 0.113"nail(subfloor and wall) 6 12 31 /e /i' 13/4" 16 gage staple,x/16"crown(subfloor and wall) 4 8 234"x 0.113"nail(roof) 4 8 15/4" 16 gage staple,'/[, crown(roof) 3 6 8d common(2'/2"x 0.131");or 6 12 6d deformed(2"x 0.113") 32 19/ "–3/" - 32 4 234"x 0.113"nail;or 4 8 2"16 gage staple,'/16"crown 8,'–11/4., 10d common(3"x 0.148")nail;or 33 / 6 12 8d(2'/Z"x 0.131")deformed nail Other exterior wall sheathing° 1 n 3 6 I'/z"galvanizedroofingnail,-7/„'head diameter;or 34 /2"fiberboard sheathing 1'/4"16 gage staple,1/16"or 1"crown 134'galvanized roofing nail, 116"head diameter;or 35 254;"fiberboard sheathing 3 6 114" 16 gage staple, /16 or 1"crown Wood structural panels,combination subfloor underlayment to framing 36 3/ and less 8d common(2'/2"x 0.131");or 6 1 4 6d deformed(2"x 0.113") 2 7 8d common(2'/2'x 0.131");or 6 1 37 /e'–1 8d deformed(2'/""x 0A20")nail 2 38 1'4'–1'/4 10d common(3"x0.148");or 6 1 8d deformed(2'4"x 0.131")nail 2 Panel siding to framing 39 '/2"or less 6d corrosion-resistant siding(174"x 0.106");or 6 1 6d corrosion-resistant casing 2 40 5/8" 8d corrosion-resistant siding(2316"x 0.128");or 6 1 8d corrosion-resistant casing 2 Interior paneling 4d casing(1'/2"x 0.080");or 6 1 41 /q" 4d finish(1'/2'x 0.072") 2 42 ,�„ 6d casing(I"x 0.099");or 6 1 a 6d finish(panel supports at 24") 2 For SI: I inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 m/s; 1 Ksi=6.895 MPa. a. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more.For nailing of wood structural panel and particleboard diaphragms and shear walls,refer to Section 2305.Nails for wall sheathing are permitted to be common,box or casing. b.Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications.Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel,unless otherwise marked). c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is fastened to the top plate in accordance with this schedule,the number of toenails in the rafter shall be permitted to be reduced by one nail. • 2014 OREGON STRUCTURAL SPECIALTY CODE • . 3` : Rim ,o,s'T s ,,-rj o►.1 : COCOw 0""0 u Steel stud wall: lilt E,E Enon-bearing w w 11.1�, partition. I w w w 3/4" plywood over 8 88 2x12 at 16" o/c IIII corn nails at 6" o/c [ lod (0.148" dia x 3") ,.. if 1 - ' 0 0 IT 7# ' 8d corn nails at 6" o/c 41, (0.131" dia x 2-1/2") i it, Cont 2x12 rim joist. lef Continuous 1/2" plywood, as shown. Illeloa., 2x6 studs at 16" o/c (must align w/joists) 4,---- z , • ___c--"*f ORLON ,,/ Y22.A / r 1 Ac RM i' I,.. 0 �* 4 RIM ,Jn(s-'r s c-- rjoki . to co co W ill Ill DCC V?)to I """u)"1111 Steel stud wall: co0 non-bearing w w w partition. m x x x 3/4" plywood over 8888 2x12at16" o/c l l l ) 8 2 M M 10d com nails at 6" o/c cl (0.148" dia x 3") 0 70. lif 8d-com nails at 6" o/c • (0.131" dia x 2-1/2") Cont 2x12 rim joist. 2,;:1 .2 y Continuous 1/2" f' 3 plywood, as shown. , 2x12 solid blocking at 48" o/c } it 2x6 studs at 16" o/c il 1,1 ..7/74_,_ .4o1' 9381 -� II) OREGON F Q 3 I R b Li'""7 ! g Isic 60 2, Lio _ • R tM -10(5-t SECTtb COr4fa Ili WuJ $5$ Existing wall. in in Lc)EL 1111 LEI 11J III LLI 3/4" plywood over 01= CO 2x12 at 16" o/c / rE I I I I 10d corn nails at 6" o/c 148 8 17i 1=5 44 (0.148" dia x 3") N.\'''''\\co co co coW Cont 2x12 rim joist. • 1. _ __ ,- ` Simpson "L50" ' clips at 48" (max) x o/c (as shown). 1 —"*"04144isoell 2x12 solid blocking at 48" o/c .. - �-� 8d corn nails at 6" o/c (0.131" dia x 2-1/2") 7.4. 1/2" plywood, as shown. 411. ''''' titko PRON 2x6 studs at 16" o/c '451 L' 93131 i''` IIIV OREGON c CA' I I • 6 ( g 6 (i) r to • Ila._, 13e-tt\&ck q c..Ift-i.c,: 3 3/4" plywood over ERfFcii 2x12 at 16" o/c i I I I 10d corn nails at 6" o/c IEEE (0.148" dia x 3") JW W11J ry 61 CO v 2x12 solid 8 8§ blocking. illi \\...„,,,,.......,,,,...... * , 3N ti ti-2 o co co WJam{ z.. Simpson "L50" clips at 48" (max) !t o/c (as shown). • 1 1 s r 12 8d corn nails at 6" o/c (0.131" dia x 2-1/2") ("f' 2x12 studs at 16" o/c (Joist and studs align). 1/2" plywood, as shown. uCTIJ {1 1 I, e cc' 9381 9r" 110 oii= �� ; 4 '22,\' 64=11 6(2,4 /f5 ID - �, . SHEATHING SCHEDULE: ROGERS MACHINERY CONFERENCE ROOM Floor Sheathing: 3/4" plywood (48/24) or APA rated sheathing With 10d corn nails at 6" o/c all panel edges And 10d corn nails at 10" o/c field. (Edges may be unblocked for shear) (285/215) ALL Walls: 1/2" plywood (32/16) or APA rated sheathing (Typical) With 8d corn nails at 6 o/c all panel edges And 8d com nails at 12"o/c field. All edges must be blocked. (260/365) Anchor Bolts. P.T. 2x6 (min) sill plates with 5/8"dia Expansion Bolts at 48" o/c. pm (Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. Simpson "Strong-Bolt 2" okay (embed 3-3/8" min) SPECIAL INSPECTION REQUIRED. • rt* C� 144 9381 OREGON • 1414 C01 G 1f ,z- C /2_3/(5 FD,, , , • • iI ORUMINIMOW.M. .BARAMISM5 ........ 011.011.16 am ssoiley., 41...... 1 "Effective" footing 6:1, I 1 lines. See (F1) and (F2). 11I 1 i i • i •Fa.. 1••••••• EllideMefletleng 4400101110.1 ,, 41.....6. *WM ...SI 0 / 1 i1 • 0 I1 , 1 1 1 I Existing 6" concrete 1 slab-on-grade wl mesh I I 1 i (.' over 6" gravel base. 1 I 11 I .�. _... L _. _. *MY* ....tasJ 4, 40 FOUNDATION PLANA' Note: See Rogers Machinery's . drawings for all horizontal dimensions. Bearing Wall Height= 8'-0" " , t ,g �` 0ORS\---N � ' } FPO - . C,404-6 t t..1 $ G-1-td : ( um-c-D N . ( o a As) ,WW .u,r It ' i L ;iii 1 fietgILIE -�- e1 PLS l,1-FF 1WELEW W WW iv)0) �g� PAF 8 So 5'0 8 rr"i oa M- I co.) ar Vii' � f3G� -F3bv� 24� +245- u2 et fo$tLP pP P rt4: % 0 ,,__ R ' ait ( { ` 0" G1 ear ea clear Ia' f ` 45( (525 53 �� (�L� 5 . fess'u.+r . 0 g evEi'0 wI Q k- = (a f( --). 330( (7 -. ?secs ` 5 6..ckeekt-;)- ,e, ut--.44.t. gy . 4__z). :._._ z.1 ii _NI -7 q 6 et ec (Sob ps.c- I1/49 fes '. 9381 • OREGON 7 22, 114 covey G4- t P-. c /'23/!s FP -2-. LOOcTO , . . 0 4r - q o�- 001 logo E._ _ 4....... IM.N. 41.8.187comprmem. eaMnalMi. ••••••••••••• IMMINIIMM pg•O•414. WI/WY 1.001 x x x I . t'•-1.5 4-1•Z5� x-4'1 I r�b "Effective" footing g P Lines. See (F1) and (F2). S ir.5- 0 I I I1I0 . I J I 0 40 D 21 Sa 1 ' 263 p c 36es • I 7 1 _______ 1 1 Existing 6" concrete slab-on-grade w/ mesh 1 II c over 6" gravel base. I , I ! i L _. 02.2...assa.ex. 4............ earn... marormaymi • 0 FOUNDATION PLAN : T #.;4v01'44-,2: 4',..o:\ • l'\,- IAN.,:,,:::.,,,„„t...p,,,,,44°RE),..6,2206 71i y..,cyr:// e 6 Wc* Ft) -- ( 0 A 1 y (CAL .e00-11 O cEcrt Di.) : K 1)0)01 11WW n. Li,rt: III ! 7)}0))CO(I) LLtI�� LI W W W LXXX 000NCO § E E 1/2" plywood I I 1 I A S m 2x6 studs at 16" o/c 4 h01CO0) P.T. 2x6 sill plate w/ 5/8" dia Expansion Bolts at 48" o/c w/3" square x '/4" plate washers. Embed 3-3/8" 0 Existing 6" concrete (minimum). slab-on-grade wl mesh over 6" gravel base. was III , 149 ` ` t + Y i / SPECIAL INSPECTION REQUIRED FOR EXPANSION BOLTS. ,9,� PPO { ., 4331 ` III ... --------......------- ,.... ., � 3 OEG ‘ s'----4/t ON/O.)" .. !I! 1 • a ,LE_T—LI r,.Vt 6( , " Ft) 2. - 0m = —(CAL, 'Foo-il Oq cE.c-nat : tower EEWWW p� E444cc n(� W ggg7.1► ` to in to II 1 W Wlljt Lit 1.1.1 =XXX ' W6000( g g g 8 1/2" plywood 1111 gq e . 2x12 studs at 16" o/c CO CO M CO P.T. 2x12 sill plate wI 5/8" dia Expansion Bolts M at 48" o/c wI 3" square x 1/4" o plate washers. Embed 3-3/8" 0 Existing 6" concrete (minimum). As shown. slab-on-grade w/mesh over 6" gravel base. 11111 ammtimpsx 3cA4, (( , —"1"-t":4-iiiiill0 L' A. °'f t , / SPECIAL INSPECTION REQUIRED FOR EXPANSION BOLTS. >~08, 3) ' OI` 1j , -. , 5 381 , 1 • , , OREGON ,\ ' '4 CP./ 1 Gq-7 fiz LAT— f S I IA( : C 0 . 68 tf)GO w w QC CC ),(C<Ctr 0.71 x J SDS ti,its C. 11i 1Z. atter awww :xxx )0)cow sss p _ 0.7 Gs _ 0. o7-7 a U pte, (22)c22) (2, 6808 - ` , WALL( = 4 f 22, tis 41'24- 7q2 U l i 5a W P VL- (w J d) cTu8.4 -Tr<(f3 Uptc t -� (uPP ) 7 -Ft . , 0 klY22 1 cv 5ti 3` 4,1 1, Design Maps Summary Report BAR 2015 illUser-Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available In 2008) Site Coordinates 45.41°N, 122.75°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III d 4 iZ4yE /Er ,�� f .- - 1 09 x p1‘114171. 1,77‘..76 a �`'- , '. spy s i A„✓ �;��,. ,t USGS-Provided Output • . SS= 0.968 g SHS = 1.077 g Cs-,„ = 0.718 8 Si= 0.420 g S„, = 0.6648 SDI = 0.4428 For information on how the SS and Si values above have been calculated from probabilistic(risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. NICER Response Spectrum Design Response Spectrum L1O on 0.31 b_C4 0.03 A54 0.77 41 40 'tai aka, qa a s5 0.4a 1,3 ,k12, A 44 0.22 A24Y 0.22 Al 0.11 0.00 "a ;; -- I I= l t I 0.00 ,' t i �I ��,„„„„,,4 I ,-:_I,,.......w.{.�..^-I i 0.00 0.20 0.40 0.60 0.80 1.00 1_20 1.40 1.60 1.80 ZOO 0.00 0.,20 0.10 0.60 0.80 1.00 l )1.40 1.40 1.60 1.80 ZOO PerioA I{sec) Periad,7(c ) For PGA„,T,,CRS, and CR,values, please view the detailed report. III http:Rehp4-earihquake.cr.usgs.gov/designmaps/us/summary.php?template=minimal&latitu... 2/26/2015 Lw` __. _... & 4.3 C,44 .."'_ • ce31 6#4,4 ✓ ,.- . k.05cf2./ (A)AccU. J I(-o . +2.,s' 0 01 01 CO 7 575 _ 4E- §§LJ 4 0 6 \i/ , 0 c))in(L o W . tf. ..' 'V = 6a X coMI L1 , 4R $ -------- ,� � ; 0 i' 1 l rl rI r' ' 4 o.., A 0 c�imm , A, c` ifr- ommm 111 k) N 2.. = (`f Q3o V ►t V t17(4 re ilC (32. • C L2- n.r; 2SQt it D ' ` .... . , . .. 1/((9 C-I 132) 10 2e r n3o pub 5 - ��. :ter ,f . 2258 (+17+) 32.3 P (1.5' t,opros►J k 5Z40 ^ f(tg30 - D.374 `")► (716 C-�-t 3 2 v--. ( 6 pt 4. C T,, . P 7, tilt? lg. & 4, 04NE- ,t 2 - ct 9381 r OREGON • " ►' , " 1 6(2, CCAS'-- • tc- 111 C'R•l 5 a PI 075754 ( X (044 AtAiALL U W W W =z� ico8� assnro III 575- -3(4-32-* g O. G. 2051 114 = 2.264- • CO/t) u PP6-- WALL_ t M2 (C-)05e1Y11 ) 101 ¢S 0 0/o COs` . Cruki O PRO ssa1 2-- OREGON OREGON 22 1'9 64-1 ( fill. b -23 --(5 -- 5 • (1) (3 UCO CO IV- til LI! le 663 cl_12. ((z Ps.c) 1i gi c!j_ .. 2 ,.. W Ac(A' ( . ps-() kT. (4 ' LI DJ ill 11.1 up Z— g 6 k ` 2et4-1> t LI sLiww 0=x= BPs DT ri888 1111 a . -(4)-6, (-NA) -z..- 2s 1 co x... O. c... = it,lb x875 5. • ci92eI { 4f. I 14.ooh >, 244b GR-10 (f) 7-' S29It. 2205' C(2 Psi) (5341 ,* �T .r_-- 52q (7,51 it- 5 Lt 7 T xe,75 4.g� og j " I 7? 5'240 , ‘51 PRope 4, cAift lz-tJ I €9 9381 ' a / +mac OREGON " b --22 -t , _ CZ.CDCD tD uww -- - (600lZ .._ 0 in Lo 3?,,► a n �� M326a tfr LIWWW CS (Sgt xz 888 1111 I Sps� ► 32G � 4 (22) cud - -31(08. u o. CO ( R Di x_ ( 1 - 201410a * I • `7'7 32b ' c gi81 iQ1ECI 22,'x ' • S-t'o_t s-ru v s ; (140ki - Be- R.1 ►J 4 ticlartni o t•Ss 7 CO Co 1 W W *,CC et d<t cc !28:-.i H--g. (1tta)c --,..-- 11- -C--b• 0 I 1 I i U3 to L 1_ t0�ocZ. - s psi. 1 CO CO U71 $8g f .t.", Pn.a - �"j -360 03b sp tl� -- f ( ole. as 1l !s s 20i-112535oc " 0( c35 ra ) t-ti#4, • a ,r' 20 a (. o3i ) ---- =LM Nr w, . .831 YIF - 0. 4,2 Ygp (5) O,,,,s.,s,t i 1:s 1 i G. PRC co • 17 g381 2- _I 0OREGON.14 c 67 t . m I c(2/ ((c-- s 2 • . " L 5TU 0 b rA l t, S : L W w _____(....\____ MI , 7)44c0LCC,c0 A,., v ' izsz 14* ^N`7 Y n CO CO in 1111 � 2 Y Cont. horiz. steel * hat-channels at 30" -Steel studs at 16" o/c. max o/c. Minimum size: a , 34/2" x 1-3/8" x 20 gage Steel wall panels: .' w/flange returns. v By others. Max ,.' weight= 2 psf. ,� , 'r 1/2 (min) gypsum wallboard k cs„..,...,,.. , - .moi' �' " ---�- Fasten track to floor 0 w/#12 screws at 16" o/c. Typical. ( _ . Continuous ■ w "' Fasten tracks to each stud _ flange w/#12 self-tapping top & bottom /...- 41 tracks: 20 gage a screws, typical deep leg tracks. 11 F Note: Provide DOUBLE STUDS C I each side of windows, typical. pRott ci:`'` 938 �." • OREGON A '.j22, I 0 0 W dl/' O 6 vz-Ic L (_i._ FuRu►Js www o I Dmnui 222 �) 1 /1 io la to ir, I I i Existing zee-purlins ET611 Butler Mfg. ilWMI=xLit 1 5'-0" olc us in rs to 88§8' MI 88M Continuous top & bottom _ tracks: 20 gage tz l deep leg tracks. as =.,,, / • Brace angles: L2x2x1/8 ASTM A36 Max length = 6 ft. Max angle (from horizontal) = 30 degrees. .. ... LL Steel studs at 16" o/c. Minimum size: Al"r �---�- 3-112" x 1-3/8" x 20 gage w/flange returns. Note: Use angles L2-1/2 x 2-1/2 x 3/16 for brace lengths 0 T U .,1 upto8ft(max). ' :,p' l �" 9381 411 k 1 OREGON 7 I 6`Fl P-,-,frk, I II44. a -- • 411111 u w Eto tu xisting zee-purlins i EE 5 Butler Mfg. i§§ 5'-0" o/c ow In LL HIrrI rth"th GSSS 000COGO 38§8 • 18 ti{ (2) #12 self-tapping Brace angles; 1 22:9:- screws into purlin Alternate sides /� typical.ical. (every-other). -.' ,r w 3v Z ''''''', 7 (2) #12 screws Cope vertical d into top track III leg of angle: typical. Bend to horizontal (leg length= 3-1/2") 4' 4 Steel studs at 16" o/c. Minimum size: 3-112" x1-3/8" x 20 gage w/flange returns. - ,OPRO 9381 y G�f OREGON A II 6 Lily 0 . aP:1/4C€ perk(1-- 6k-VM-,(-- Pke/AL-4--C L TO pugt.tr4S -re P. Existing zee-purlins Butler Mfg. 5'-O" o/c immlini (2) #12 screws ✓ ,,.- into top track (2)#12 self-tapping O/f typical. screws into purlin 0/ - 1 typical. NA. C "� 'p /� `~ Brace angles: f-- ., Alternate sides III fi (every-other). I Cope vertical leg of angle: Bend to horizontal & vertical ,, Brace angles: (leg length = 3-1/2") I L2 x 2 x 1/8 ASTM A36 f Max length = 6 ft. Max angle (from horizontal) = 30 degrees. i *; Note: Use angles L2-1L2-112x2-1/2x3/16 for brace lengths up to 8 ft(max). ( „„c\u(:.-rtipt . d ROPA- �' ( „,,----„,tet. Ye GIN Steel studs at 16” o/c. MB1 Minimum size: �' II) 3-1/2" x 1-3/8" x 20 gage wl flange returns. N. i _ , 1 i eS- 1 7-' 410 .„ IA / eTit (k.) (-- Ai-C- Pike'At-4- 1.- TO ft,ig,LAKI 5 23 23 23 ' . .cfc t 4 1 s'igs , ,,k.o.,ri.- •-ryP. mi . E E E . Existing zee-purlins tu MILLI III =X=X Butler Mfg. co co co 00 5'-0" o!c Illi 0) !,,:2 2 ., (2) #12 self-tapping „,...„.„—.... screws into purlin ---"' typical. 11/4 a c:. Cope vertical leg of angle: %k (2)#12 screws Bend to horizontal & vertical --,,, into top track C21' (leg length = 3-1/2") .s,:., . • ,.,s, typical. 016' ,,,,,,..., 1 -... Brace angles: L2 x 2 x 1/8 ASTM A36 Brace angles: ... Max length = 6 ft. Alternate sides Max angle (from (every-other). horizontal) =30 degrees. I Note: Use angles L2-112 x 2-1/2 x 3/16 ' <> for brace lengths up to 8 ft (max). 1 GI , ---t,i,----:,---------..„,1.?" NI 9381 r- ' -2-- •.1.,,c—III j \ OREGON i i Steal studs at 16" o/c. ...,;,, size: \ ,-.Minimum ‘ 341/2" x 1-3/8" x 20 gage . Wi flange returns. - 6 ze7 ( JIM 6(,z1 11, ss V 0 T 2'-0" g:p",.,--..._ - , ,.. • 14-0w Q" Il 0 6-O" V' 1Q 7Y 1'. CONFERENCE ROOM 11-3" 1 -(1°` 21-0"X11-3" Existing zee-purlins ' a=r Butler Mfg. yrr = -0, C".) 14' 5'-0" etc 2Z-0" 1,7, T T-7 eta• y ,,.y...-�. -�" -'''-'-''''''t' O.-3. • 414`-0"h1).< 11 0 BREAK ROOM 1T of.- • . .,.., 1" 2V-0"X9=3" 1i.-7- 1 r N -r4-7114" 0 3'2308. - r , _ , ,...... . , .„., ,,,, _,, , , .._, , L , , ,,,.-., ,,,,.,.. �f ,_ L _.„,..I. . ... ..., A _____.1 :„_.... , 14'-6" ' ,-.3,.,i•!..;•-•,•,•-•,---••••;,--5.,,5"-57 ,'. i.', Z-0. "-— 22t0" - UPPER LEVEL PARTITJONS BRACING PLAN : s 4 �.., - PlI0.4I tf ti C .tea „ow,IlV'h'4., ?if III STEEL STUD PARTITION WALLS: SEE DETAIL (X). , /9 381 -7 TYPICAL. OREGON '� ' 1r zz.ti11j (ol — g c)(Leel e,, 6 ec�.cA c, "(° Ga P rst—i )coco Jww cxx <g CWS )36)in LL I { II J UJ E w Jwww xxx CO CO 38 CO- s —0 occ.- I H I a,nMm r stet. ;d K Zo 01-(+0360 (5 PSF)((4-`/2) = - 35 P • it4 L2 -Tv1 4 5x = . 243 c4tet3 (-1111 . b g 3 (Jf2 - � = ([3(3) /2.4-3 — 5 is 'S oS} UTU;q Z. S�,r-- C%Q. v I ob scare ' ' . ` POP rr 0 g lt „ . 0347 ZS-0 s 9381 ( ° , 1`,1 • 03 DB DETAILING LLC www.dbdetail.com STRUCTURAL CALL,,_AT I ONS FOR: ROGERS AC IINS Y CO ANS', INC. FO TL AND, OREGON 5 I BOOMS 5 I A I r 10 = 1 _2 = 2015 plant i+ltp % ORM f t'k t,4 5'r DENNIS SCI IANTZf N • CONS,' TI\G ENGINEER GE51 IAV, OREGON S 1r 41. t lit .V101.1,-. t t —4. .. To owe.cre ct \ u.1.01.2.PPEPOPPIISIZAI -4,,4 r 40 LAMM...11 i r//// .4,/,//./i1,1.7/.or 2....7_,,,),-:, ,-...„-,,,,,.. I -;—, ,: •,-, 1 .., - A„,!.,„TtillSIIIIIIIIIIIIII 141 ' ' Wil t 1 -I :'-. y z,94 .6.-1 I AtinMilit.: -' 1 aimor -imiliodm,- N. .4 I l' ...eriiiidotor...-- , al i +Or te&,rter. 0 STAIR PLAS a FIRST P.,..COR ic. Ct.' ?1: I , .. STAIR ..cro,...... STAIR SECTION,, It.' ...t ' I AiA...oz.07.• .4- , .41 .rr 1 ..........___,..,... ,. .„.....4 -41111111 t._ 1 \ ,, ...... . i -1L12. ... Li 4 1 _, , , h i 4 i 1 1 I 1 ...••••1601, Ei L.,. ..,.4).7.1wi I 1 I r ' '•-• ' ' 1 ../ ; 1 11111' it , :t 1 . kg L INE 0 RAIL DETAIL ill STADR PLAN it SECOND PLOT. le.....a. •.1. L. .., 110 1 i ,1 iii110111111= 110‘44,te 1' e 1 1 1 1 1 RAIL SE:-,.:.TION (PRAIL SECTION . i i MAAZ 30.0ft 1,I I • ; I r ''',•., Alta , ; 'I i I 1 .! 1 i v. •Pqr ' , ...,,,,s. I ,t 1 1.0•4,-.1.'tlbt a I 1110111V617. 1' C. .. ,-• - IIMPAPP0.1.114PIPPIPLADLIPP=IMPPOGralPRP.P.P6PME0,31211APPROLINIMPriap. : ........•II ir '...i' ''.V.r."7,11011VIP.4 /TN SIAIR SECT/ON (11 4,•V. IP*POT 1P10.2. ,,, ...T11,f• RET1OVAV...E RAIL SECTION Vi R a .- art&t0 i"\,1-• 0 DENNIS SCHANIZEN MADE BY DATE 10 m.k. . SH. NO. I. i CONSULT/NG ENGINEER CLIENT: ta.-1 ,111*, *DET r V.k.. ,, 4. ,..-+ ,,>. GRESHANL OREGON PROJECT II" '-'1,* .4 t ,'-'1,1Jet .e • I • of i 0 Ii Nit ....,, IS,,,...'L,,, "k., 1 OM mir 8 140, : t A..: „, ttric ,,, ih)A1).4'i � } I ,,,.. Kt....V 40)(,,,,./A ) ",,,,frip I *um "NOWA1111116. �Off� Y+r { Y-4' Y 0 .. ... C _ Y - .ctn} m t. I ,�. ' t ' * ' ._ t4.*,V.4 • '" ,- '7. � _ , s 0 'MADE BY DATEt ) — kr.,› SH. N O„Z/ DENNIS SCHANTZEN �—y CONSULTING ENGINEER CLIENT: k/' 7:›C,-1"P-4,,,A—k, GRESHAM,£?RECONPROJECT --' * a „?' --." • ...••...,. 'it t, ` . ' t ' gg, t q +� 7 -5�. _ice. :. .. 8 � k u a _ #+.�r�r i t ]i __ ; ._ .—.—_—.:- i ipi Ili 1 'rr \ — . 4, I:, 1:. i , i s+A _ 0ONE - Cx;ARV'RAtt. ASSE"".'3LT - 04 . - I ... 1 0 V-44b,‘N.,- (:'5 Ar VA._ mak{ 1y T 1c ' XS+ iw. 9t *1'.4 R .eye '24 1 4110 DENNIS SCHANTZEN MADE BY DATE kb— SH. NO. CONSULTING,ENGINEER CLIENT: ;w o -, ... :- GRESHAM,OREGON PROJECT - '; k r -- r 0 V Pt Li, Mai S...1,7'ek,. VAN t t.... -..i. ` . � ,. 4z , - vT 0 •• 1 !. - IS ?#0.4.... a or a 1.1., . „.?; ±- moi ,� ,u �. t to e1 y a k a k DENNIS SCHANTZEN MADE BYp c. BATF ( SH. N0.41______ CONSULTING ENGINEER C Lt E NT; } r' ) - 4" ' GREs-4.4.M. OREGON PROJECT '''',22:-A.;;;.' ''-'-',." NA lk r: x • 22',t?' 4''14. V-11. i / //f//.17///7/////////ylfl /////'/.r/fir..4/1/%r/1�/f/.!�r ,/,, �� . aasmallif " . _. k t o MI S " "bmin1 J 'R ' � r „ � A LASOINO I- W..' 4 \ ............ . __ 1. . i, ` � -r .. „ , r .' ., # 0 _Et .-"*-•Ex. ,,-.:-V )(,,,k4k tsiN -4, ",.44,-- %. F.14,..70."fdt.,,m (.21,sxs)„.,,, k‘2.v.. 2. F •4,v H (''7'1.,,,t,1/2,,/1' '. t i tea, iii/, ,. , `".-' ., _.keit {, /,,, _, I, / / ;i ,— 1 h t ;t , \','E -0 . s - A • DENNIS SCHANTZEN MADE BY DATE \ t SH. NO. CONSULTING ENGINEER CLIENT: .*' -?`----- ' na.,' GRESHAM.OREGON PROJECTk =-- r ' ,.. g L tc'` . 410 „.„ , -.„., ,.. -.., 6 1. , t,.. ,, ,„. 1 N8 ,.. 5' i i i --„, -,, -,, Nt i 1$. .4 '''''-.- i i 14 1 , ',...,9 1 s,„ ,..„, , , ,,, / 2.,__. i 1 , ....: „ 1 I --,, i 1,,• IA 11-4 1 -,.... 2 —17 / 77-"'-'7-=--------- .74 Y i X Brg 30 E 1 ev 0 JOB ID: rogers machinery co. stair rail RUN ID: 599 . ` . . NODAL BOUNDARY CONDITIONS la � C U OODIQ & TES /F=ylX,S=SOp/H=KASTCO/SQVD) �U ` NO NO X I % NODE TEMP ALPHA BETA GAMMA DIR X3ZX3Z STIFFNESS . Units: Ft Ft Ft F Deg Deg Deg K /In /Deg 1 1 0.00 0,00 0.00 0.00 0.80 0.00 0,00 FFEFyF 2 2 -3.38 2.07 0,00 0.00 0.00 0.00 0.00 EMIT 3 3 -6.76 4.14 0.00 0.00 0.00 0.00 0.00 FFFFFF 4 4 -10,14 6.12 0.00 0.00 0.00 0.00 0.00 FFFFFF 5 5 ~13.52 8.28 0.00 0.00 0.00 0.00 0.00 FFFFFF 6 6 -13.52 11.11 0.00 0.00 0.00 0.00 8,00 7 7 -13.52 11,61 0,00 0.00 0.00 0.00 0.00 8 8 -18.14 9.54 0.00 0.00 0.00 0.00 0.00 9 9 -6.76 7.47 0.00 0.00 0.00 0.00 0,00 10 10 -3.38 5.40 0.00 0.00 0.00 0.00 0.00 11 11 0.00 3.33 0,00 0.00 0.00 0.00 0.00 12 12 0.00 2.83 0,00 0.00 0.00 0.00 0.00 13 13 -3.38 4.90 0.00 0,00 0.00 0.00 0,00 14 14 '6.76 6.90 0.00 0,00 0.00 0.00 0.00 15 15 ~10,14 9.04 0.00 0.80 0.00 0.00 0,00 ['OM :D8 OF ACTIVE NODES = 15 0T6L NUMBER OF EQUATIONS = 60 _--_-~-___-_- __________________ _________________________________ 2 NODE PRISMATIC BEAN ELEMENT ��y �� ^^° NE PE ALPHA BETA GAMMA LENGTH N�� PROP RELEASE REF OFFSET STIFFNESS NO NO NO TYPE TYPE NE PE Tmn^ DIR NE PE NE PE , _________________________=========____________------------_______--------------____________------ Units: Dag Deg Dog Ft F Ft Ft K /In /Deg K /In /Deg 1 1 12 90.00 -00.00 8.00 2.83 1 1 2 2 13 90.00 ~98.00 0.00 2.83 1 1 3 3 14 90.00 -90.00 0.00 2.76 1 1 4 4 15 90,00 -90.00 0.00 2.92 1 1 5 5 6 90.00 -90,00 0,00 2.83 1 1 6 6 7 90.00 -90.00 0.00 0.50 1 1 7 7 8 90.00 31.48 0.00 3.96 1 1 8 8 9 90.00 31.48 0.00 3.96 1 1 9 9 10 90.00 31.48 0.00 3.96 1 1 10 10 11 90,00 31.48 0.00 3.96 1 1 11 11 ^ 12 90.00 90.00 0.00 0.50 1 1 12 10 13 90.00 90.00 0.00 0.50 1 1 13 9 1490.00 90.00 0.00 0.57 1 1 14 8 15 90.00 90.00 0.00 0.50 1 1 COITAL NUMBER OF ACTIVE PRISMATIC BEAM ELEMENTS = 14 , MATERIAL PROPERTIES DESIGNATION YOUNG'S POISSON'S �r91 N6� WEIGHT DENSITY RATIO COEFF SS DCBSITY ____ Units: K /Io ^% e Lb/Ft ^] Lb/Ft "} 1 steel 2.0efO04 0,250 7e-006 15.2 490 2 NODE PRISMATIC BEAM ELEMENT PROPERTIES PROP DESIGNATION A IXX IYY J IXY SFY SFX CW • Units: In^2 In^4 In'4 In^4 In'4 In^6 1 1-1/4 dia. std. pipe 0.669 0.195 0.195 0.306 0 0.000 0.000 0 REC NODAL LOADS NO ALPHA BETA GAMMA PX PY PZ MX NY MZ Units: Deg Deg Deg K K K Ft-K Ft-K Ft-K DESCRIPTION : 230 lb lateral load LOAD CASES : 1 NODE LIST : 13,14,15 1 0.00 0.00 0.00 0.000 0.000 0.230 0.000 0.000 0.000 DESCRIPTION : 120 lb lateral load LOAD CASES : 1 NODE LIST : 6,12 2 0.00 0.00 0.0O 0.000 0.000 0.120 0.000 0.000 0.000 DESCRIPTION : 200 lb lateral load LOAD CASES : 2 • NODE LIST : 12 3 0.00 0.00 0.00 0.000 0.000 0.200 0.000 0.000 0.000 0 ' ` ` REACTIONS �� LOAD Indicates Reactions Occur in Nodal Local System) �� -~� CASE PX PY P% MX MY H% ^_- Dolto: K K K K -Ft K -Ft K -Ft 1 1 0.0000 0.0000 ~0.1165 0.0278 0.0000 2 0.0000 0.0000 -O.1594 0.0587 0.0000 2 1 0.0000 0.0000 -0.2072 -0.5303 0.0506 0,0000 2 0.0000 0,0000 -0,0420 -0.1164 0.0442 0.0000 3 1 0.0000 0.0000 -0,2367 --' 0.0707 0.0000 2 0.0800 0.0000 -0.0014 0.0138 0.0000 4 1 0.0000 0.0000 ~0,2095 -0.5413 0.0795 0.0000 2 0.0000 8.0000 0.0019 -0,0004 0.0029 0.0000 5 1 0.0000 0.0000 -0.1601 -0,4409 0.0742 0.0000 2 0,0000 0.0000 0,0009 0.0007 0,0008 0.0000 , _ REACTION SUMMARY LOAD SUM OF APPLIED LOADS SUM 8 y REACTIONS CASE PX PY y% PX PY PZ , ___________________-__--==========--_ ___---==========__---_-------------_==__--_----_--------___------__- : K K K K K K 1 0.0000 0.0080 0.9300 0.0000 0,o^»wo ~0,9300 2 0.0000 8,O1, 0.2000 0.0000 0.0000 ~0,2000 410 1 5 X ars 0 Elev 0 4111 JOB ID: rogers guardrail RUN ID: 601 NODAL BOUNDARY CONDITIONS 0 COORDINATE S (F=FIX,S=SUP,M=MASTER/SLAVE) REBAND ➢D➢OOO NO NO X Y Z NODE TEMP ALPHA BETA GAMMA DIR XYZXYZ STIFFNESS Units: Ft Ft Ft F Deg Deg Deg K /In /Deg 1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 FFFFFF 2 2 0.00 3.50 0.00 0.00 0.00 0.00 0.00 3 3 2.20 3.50 0.00 0.00 0.00 0.00 0.00 4 4 4.40 3.50 0.00 0.00 0.00 0.00 0.00 5 5 4.40 0.00 0.00 0.00 0.00 0.00 0.00 FFFFFF 6 6 2.20 0.00 0.00 0.00 0.00 0.00 0.00 FFFFFF TOTAL NUMBER OF ACTIVE NODES = 6 TOTAL N$ $;ER OF EQUATIONS = 18 2 NODE PRISMATIC BEAM ELEMENT ELEM NE PE ALPHA BETA GAMMA LENGTH MAT PROP RELEASE REF OFFSET STIFFNESS NO NO NO TYPE TYPE NE PE TEMP DIR NE PE NE PE --------------------------------------------- ======-- - ------------------------- Units: Deg Deg Deg Ft F Ft Ft K /In [Deg K /In /Deg 1 1 2 90.00 -90.00 0.00 3.50 1 1 2 2 3 90.00 0.00 0.00 2.20 1 1 aki 3 4 90.00 0.00 0.00 2.20 1 1 4 5 90.00 90.00 0.00 3.50 1 1 I'll; 3 6 90.00 90.00 0.00 3.50 1 1 TOTAL NUMBER OF ACTIVE PRISMATIC BEAM ELEMENTS = 5 MATERIAL PROPERTIES MATL DESIGNATION YOUNG'S POISSON'S THERMAL MASS WEIGHT NO MODULUS RATIO COEFF DENSITY DENSITY ------------------------------------------------- Units: K /In ^2 F Lb/Ft '°3 Lb/Ft '3 1 steel 2.9e+O04 0.250 7e-006 15.2 490 2 NODE PRISMATIC BEAM ELEMENT PROPERTIES PROP DESIGNATION A IXX IYY J IXY SFY SFX CW Units: In'2 In^4 In^4 In^4 In^4 In^6 1 1-1/4 dia. std. pipe 0.669 0.195 0.195 0.368 0 0.000 0.000 0 - -^ 2 NODE PRISMATIC BEAM ELEMENT LOAD INFORMATION REC LOAD LOAD DIST IIII1LTYPE SYS SPEC DIST PX PY PZ MX MY MZ Units; Ft K K K Ft-K Ft-K Ft-K 2 NODE PRISMATIC BEAM ELEMENT LOAD INFORMATION • REC LOAD LOAD DIST NO TYPE SYS SPEC DIST PX PY PZ MX HY HZ DESCRIPTION : 50 plf at top rail LOAD CASES : 1 ELEMENT LIST : 2,3 1 UNIF GLO DIST B 0.000 0.000 0.000 0.050 0.000 0.000 0.000 E 2.200 0.000 0.000 0.050 0.000 0.000 0.000 REC NODAL LOADS NO ALPHA BETA GAMMA PX PY PZ MX KY MZ Units: Deg- Deg Deg K K K Ft-K Ft-K Ft-K DESCRIPTION : 200 lb at top of end post LOAD CASES : 2 NODE LIST : 4 1 0.00 0.00 0.00 0.000 0.000 0.200 0.000 0.000 0.000 REACTIONS NODE LOAD (* Indicates Reactions Occur in Nodal Local System) NO CASE PX PY PZ NX HY HZ -===_==______=__=____JO= Units: K K K K -Ft K -Ft K -Ft 1 1 0.0000 0.0000 -0.0693 -0.2481 0.0115 0.0000 2 0.0000 0.0000 -0.0055 -0.0757 0.0385 0.0000 5 1 0.0000 0.0000 -0.0693 -0.2481 -0.0115 0.0000 2 0.0000 0.0000 -0.1367 -(5.4097- 0.0590 0.0000 6 1 0.0000 0.0000 -0.0814 :7:15-. 73 0.0000 0.0000 2 0.0000 0.0000 -0.0579 :I 146 0.0539 0.0000 REACTION SUMMARY LOAD SUN OF APPLIED LOADS SUM OF REACTIONS CASE PX PY PZ PX PY PZ Units: K K K K K K 1 0.0000 0.0000 0.2200 0.0000 0.0000 -0.2200 2 0.0000 0.0000 0.2000 0.0000 0.0000 -0.2000 • 1 1 / • 0 1 --- ...---- ---' .---' ---- ,---- .„----- ,------- ,---'" 17'-- ..„-. „.- 0 „--- ,---z , ,----' , „.-----' „-- 1,--' V Z X 41113r 0 Elev 0 ! ... _ JOB ID: rogers stringer RUN ID: 600 NODAL BOUNDARY CONDITIONS C 0 ORDINATES (F=FIX,S=SUP,M=MASTER!SLAVE) • NODE REBAND DDD000 NO NO X Y 1 NODE TEMP ALPHA BETA GAMMA DIR . XYZXYZ STIFFNESS Units: Ft Ft Ft F Deg Deg Deg K /In [Deg 1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 FFF... 2 2 14.50 8.50 0.00 0.00 0.00 0.00 0.00 .FF... 3 3 18.50 8.50 0.00 0.00 0.00 0.00 0.00 .FF... 1YFAL NUMBER OF ACTIVE NODES = 3 TOTAL NUMBER OF EQUATIONS - 11 2 NODE PRISMATIC BEAN ELEMENT ELM NE PE ALPHA BETA GAMMA LENGTH MAT PROP RELEASE REF OFFSET STIFFNESS NO NO NO TYPE TYPE NE PE TAS' DIR NE PE NE PE Units: Deg Deg Deg Ft F Ft Ft K /In /Deg K /In /Deg 1 1 2 90.00 -30.38 0.00 16.81 1 1 2 2 3 90.00 0.00 0.00 4.00 1 1 DOTAL NUMBER OF ACTIVE PRISMATIC BEAN ELEMENTS = 2 MATERIAL PROPERTIES - S MATL DESIGNATION YOUNG'S POISSON'S THERMAL HASS WEIGHT NO MODULUS RATIO COEFF DENSITY DENSITY Units: K /In ^2 F Lb/Ft ^3 Lb/Ft ^3 1 steel 2.9e+004 0.250 7e-006 15.2 490 2 NODE PRISMATIC BEAM ELEMENT PROPERTIES PROP DESIGNATION A IXX IYY 3 IXY SFY SFX CW Units: InA2 In^4 In^4 In^4 In^4 In^6 1 c12x20.7 6.09 129 3.88 0.37 0 1.800 2.066 112 2 NODE PRISMATIC BEAM ELEMENT LOAD INFORMATION REC LOAD LOAD DIST NO TYPE SYS SPEC DIST PX PY PZ MX HY HZ Units: Ft K K K Ft-K Ft-K Ft-K DESCRIPTION : dead + live load LOAD CASES 1 ELEMENT LIST : 1,2 II 1 UNIF GLO DIST B 0.000 0.000 -0.350 0.000 0.000 0.000 0.000 E 14.500 0.000 -0.350 0.000 0.000 0.000 0.000 2 NODE PRISMATIC BEAM ELEMENT -- FORCES AND MOMENTS S M LOAD NODE SIGN CONVENTION : BEAM DESIGNERS CASE NO AXIAL SHEAR X SHEAR Y MOMENT X MOMENT Y TORSION Units: K K K K -Ft K -Ft K -Ft 1 1 1 -1.1823 0.0000 2.0169 0.0000 0.0000 0.0000 2 1.3842 0.0000 -2.3613 -7.9458 0.0000 0.0000 2 1 2 -0.0000 0.0000 2.6865 L.-L9458) 0.0000 0.0000 3 -0.0000 0.0000 1.2865 0.0000 0.0000 0.0000 REACTIONS NODE LOAD (* Indicates Reactions Occur in Nodal Local System) NO CASE PX PY PZ MX MY MZ Units: K K K K -Ft K -Ft K -Ft 1 1 -0.0000 1 2.3379 i 0.0000 0.0000 0.0000 0.0000 2 1 0.0000 f 5.4235 i 0.0000 0.0000 0.0000 0.0000 3 1 0.0000 -1.2865) 0.0000 0.0000 0.0000 0.0000 REACTION SUMMARY SUM OF APPLIED LOADS SUM OF REACTIONS E PX PY PZ PX PY PZ Units: K K K K K K 1 0.0000 -6.4750 0.0000 -0.0000 6.4750 0.0000 0 2 / N .D. • • cp. 2 rg Eiev 0 • JOB ID: rogers mach. seismic frame RUN ID: 602 _ _ _ ' ^ NODAL BOUNDARY CONDITIONS ��k COORDINATES /�=�IXS=SD9 ) �� ` / '. ~~^~ ~~^.~ � 0��} DDD000 NO NO X Y Z NODE TEMP ALPHA BETA GAMMA DIR XYZXYZ STIFFNESS Units: Ft Ft Ft F Deg Deg Deg K /In /Deg 1 1 0.00 0.00 0.00 0,00 0.00 0.00 0.00 Fyy... 2 2 0.00 8.00 0.00 0.00 0.00 0.00 0.00 .,y... 3 3 4.50 8.00 0.00 0.00 0.00 0.08 0.00 ..P.,. 4 4 4,50 0.00 0.00 0,00 0.00 0.00 0.00 FFF... 5 5 2.25 4.00 0.00 0.00 0.00 0.00 0.00 DDTAL 'va8D OF ACTIVE NODES = 5 TOTAL NUMBER OyR0ATIOUS = 22 2 NODE PRISMATIC BEAM ELEMENT ELEM NE PE ALPHA BETA GAMMA LENGTH HAT PROP RELEASE REF OFFSET STIFFNESS NO NO NO TYPE TYPE NE PE TEMP DIR NE PE 8% PE ___________________________________________________ __________________ ___________________-_________--------=-_ Units: Deg Deg Deg Ft F Ft Ft K /In /Deg K /In /Dog 1 1 2 90.00 -00.00 0.00 8,00 1 1 2 2 5 90.00 60.64 0.00 4.59 1 1 3 3 5 `90,00 60.64 0.00 4.59 1 1 ail 4 80,00 90.00 0.00 8.00 1 1 4 5 -00,00 -60.64 0.08 4.59 1 1 W6 1 5 90.00 -60.64 0.00 4.59 1 1 TOTAL NUMBER OF ACTIVE PRISMATIC BEAM ELEMENTS = 6 _---=_ _____________-____-----------_______-----____============================___------------------ _-___-_______ MATERIAL PROPERTIES MATL DESIGNATION YOUNG'S POISSON'S THERMAL MASS WEIGHT NO MODULUS RATIO COEFF DENSITY DENSITY ___________________________________-__________ ___________________ =_-----_ ---________--------_______ Units: K /In ^3 F Lb/Ft "3 Lb/Ft ^] 1 steel 2.9V+004 0.250 7e-006 15.2 490 ' _- _-----_______-------------------------___________------_-____________--- -------========= 2 NODE PRISMATIC BEAM ELEMENT PROPERTIES PROP DESIGNATION A {XX IYY J IXY SFY SFX CW , Units: In^2 lo^4 Io`4 lu"4 ID"4 In^6 1 tu3x3x.187 ' 2.02 2,6 2.6 4.08 0 0.000 0.000 0 , - ' ____ ^o. NODAL LOADS NO ALPHA BETA GAMMA PX PY PZ MX NY HZ --------______________________ Deg Deg Deg K K K Ft-K Ft-K Ft-K REC NODAL LOADS NO ALPHA BETA GAMMA PX PY pZ_ MhHI______________ ______ M 111, DESCRIPTION ; dead load + seismic LOAD CASES : 1 NODE LIST : 2,3 1 0.00 0.00 0.00 1.200 -2.700 0.000 0.000 0.000 0.000 2 NODE PRISMATIC BEAM ELEMENT -- FORCES AND MOMENTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO CASE NO AXIAL SHEAR X SHEAR Y • X «s x Y TORSION Units: K K K K -Ft K -Ft K -Ft 1 1 1 -0.5486 0.0000 0.0032 -0.0102 0.0000 0.0000 2 -0.5486 0.0000 0.0032 0.0151 0.0000 0.0000 2 1 2 -2.4618 0.0000 -0.0116 0.0151 0.0000 0.0000 5 -2.4618 0.0000 -0.0116 -0.0381 0.0000 0.0000 3 1 3 2.4042 0.0000 -0.0256 0.0260 0.0000 0.0000 5 2.4042 0.0000 -0.0256 -0.0916 0.0• 0.0000 4 1 3 -4.7829 0.0000 -0.0010 0.0260 0.0000 0.0000 4 -4.7829 0.0000 -0.0010 0.0178 0.0000 0,0000• 5 1 4 -2.4998 0.0000 0.0102 -0.0178 0.01$ 0.0000 5 -2.4998 0.0000 0.0102 0.0287 0.0000 0.0000 6 1 1 2.4227 0.0000 -0.0076 0.0102 0.0000 0.0000 5 2.4227 0.0000 -0.0076 -0.0247 0.0000 0.0000 REACTIONS NODE LOAD (* Indicates Reactions Occur in Nodal Local System) NO CASE PX PY PZ MX MY MZ _ ____ Units: K K K K -Ft K -Ft K -Ft 1 1 -1.1843 -1.5667 0.0000 0.0000 0.0000 O, °1>i=1 4 1 -1.2157 6.9667 0.0000 0.0000 0.0000 0.0000 REACTION SUMMARY LOAD SUM OF APPLIED LOADS SUM OF REACTIONS CASE PX PY PZ PX PY PZ, - Units: K K K K K K - 1 2,4000 -5.4000 0.0000 -2.4000 5.4000 0.0000 0 loSane III BRAN "' SPECIFICATION SHEET LOSONE SELECT® _ : - i CEILING MOUNT VENTILATORS , . , . _ . . L200, L250, L300SERIES, L300KMG ` � f 4 , Incredibly reliable.Unbelievably quiet.Offering the CFM TYPICAL SPECIFICATION choices you need at the lowest sound levels in the Ventilator shall be Broan Model L200, (L200MG), (L250), Industry. (L250MG), (L300), (L300KMG). FEATURES Ventilator shall have galvanized steel housing insulated with GRILLE: at least 1/2"of acoustic insulation (with no insulation-Model • Conceals interior L300KMG). Housing to have adjustable mounting brackets. • Low profile styling blends with any decor Automatic backdraft damper to be located within duct • White polymeric("MG"models-metal,finished with white connector. Duct connector, blower assembly,and wiring painted enamel) plate shall be adjustable for either horizontal or vertical BLOWER: installation. • Low RPM for quiet operation Blower unit shall be removable from housing and will have a • Resilient anti-vibration mounts polymeric, dynamically balanced centrifugal-type blower • Dynamically-balanced,polymeric,centrifugal blower wheel.Motor to be permanently lubricated and mounted with wheel for quiet,efficient performance(Model L300KMG- resilient anti-vibration mounts. RPM not to exceed number metal wheel) listed for each model. • Permanently lubricated,thermally protected motor Air delivery shall be no less and sound levels no greater than • Plug-in motor rated at 120 VAC listed for each model. All air and sound ratings shall be • Designed for continuous operation certified by AMCA. Units to be UL and cUL listed. HOUSING:. • • Rugged,20 gauge galvanized steel • 8"round duct connector • 1/2"acoustic insulation inside(Model L300KMG no insulation for kitchen applications) I"a 0 - •eman-NuTone LLC certifies that • May be installed in ceiling or wall(size permitting) I CERttma»`'1 the models shown herein are mass; licensed to bear the AMCA Seal, • 8-position mounting brackets for'easy installation and t The ratings shown are based on greater adaptability to various mounting requirements' otmo tin ests and dance ce wi perth formed i '°' MR ' Publication d AMCA • Automatic backdraft damper located within duct connector ' . Publication 311 a sound is also • Factory-shipped in horizontal discharge position-easily :Swim,., certified) and comply with the converted to vertical discharge moeoenrot ^ _,• requirements of the AMCA 1=4• May be.installed as an in-line ventilator with addition of """ Certified Ratings Program" accessory kit Model 981 L(purchase separately) ACCESSORIES (purchase all separately): • Model 57V(Ivory)/57W(White)3-Amp,Electronic Variable Speed Control • Model 59V(Ivory)/59W(White)60-Minute Time Control0 CUD) C • Model 61V(Ivory)/61W(White) 15-Minute Time Control • Model 71V(Ivory)/71W(White)12-Hour Time Control • 6-Amp,Electronic Variable Speed Controls Models L200,1250,and Model 72V/72W(120 VAC) L300 are UL listed for use • Model 981 L In-line Adapter Kit over bathtubs and showers • Model RD1 Radiation Damper when connected to a GFCI- • Model LAF1 Grease Filter(for Model L300KMG) protected branch circuit. • Model 80L Electronic Speed Control(Internal) Broan-NuTone LLC, 926 West State Street, Hartford, Wisconsin 53027 (1-800-637-1453) Broan-NuTone Canada, 1140 Tristar Drive, Mississauga, Ontario, L5T 1H9 (1-888-882-7626) REFERENCE QTY. REMARKS Project Location Architect III Engineer Contractor Submitted by • Date 1 60J 99042732J ,r 4 PERFORMANCE RATINGS - LOSONE SELECT® CEILING MOUNT VENTILATORS • L200, L250, L300 SERIES, L300KMG AMCA LICENSED PERFORMANCE CFM/SONES-AT STATIC PRESSURES (Ps-Inches of H2O) MODEL NOMINAL 0:0" .10" .125" .250" .375" .50" .625" .750" .875" 1.0" NOMINAL AMPS WATTS NO. VOLTAGE Ps Ps Ps Ps Ps Ps Ps Ps Ps Ps RPM @60 Hz L200 120 VAC CFM Hor. 231 214 210 196 186 177 165 144 113 51 740 1.8 127 SONES Hor. 1.6 1.8 1.7 2.3 2.9 3.5 4.1 4.9 5.3 5.3 CFM Ver. 224 210 207 197 187 179 167 144 99 41 760 1.8 127 SONES Ver. 1.5 1.8 2.0 2.3 2.7 3.4 4.0 4.5 5.1 5.2 L200MG 120 VAC CFM Hor. 237 218 215 199 190 180 167 144 108 47 715 1.8 127 SONES Hor. 1.4 1.8 1.9 2.4 3.0 3.6 4.2 5.1 5.6 5.5 CFM Ver. 228 213 209 198 190 182 168 145 105 56 730 1.8 127 SONES Ver., 1.5 1.7 1.8 2.3 2.8 3.4 4.1 4.6 5.1 5.2 L250 120 VAC CFM Hor. 272 261 259 250 242 233 218 201 165 99 830 2.1 166 SONES Hor, 2.1 2.3 2.2 2.9 3.3 3.9 4.4 4.8 5.5 5.8 CFM Ver. 269 261 259 253 248 239 224 203 171 101 860 2.1 166 SONES Ver. - 2.3 2.6 2.7 3.0 3.3 3.7 4.2 4.7 5.4 5.6 L250MG 120 VAC CFM Hor. 280 267 265 254 246 238 224 209 172 105 805 2.1 166 SONES Hor. 2.1 2.5 2.5 2.9 3.4 3.9 4.3 4.6 5.6 5.9 CFM Ver. 275 263 262 255 250 241 229 210 178 105 830 2.1 166 SONES Ver. __ 2.2 2.6 2.7 3.0 3.4 3.8 4.3 4.8 5.5 5.8 L300 120 VAC CFM Hor. 312 309 308 303 296 287 273 254 219 125 905 2.6 212 SONES Hor. 2.8 2.9 2.9 3.3 3.5 3.9 4.3 4.7 5.1 5.6 CFM Ver. 319 314 313 306 299 288 274 251 219 120 940 2.6 212 SONES Ver. 2.6 2.9 3.0 3.4 3.6 3.9 4.4 4.7 5.0 5.5 L300MG 120 VAC CFM H0r. 323 317 316 312 305 298 283 266 235 153 860 2.6 212 SONES Hor. 3.0 2.8 3.0 3.2 3.5 3.9 4.3 4.8 5.2 5.7 CFM Ver. 322 315 314 308 302 292 278 259 227 119 885 2.6 212 SONES Ver. __ 2.4 - 2.7 2.8 3.3 3.5 3.9 4.3 4.7 5.1 5.5 L300KMG 120 VAC CFM Hor. 286 279 277 272 268 261 253 241 222 173 790 2.6 212 III SONES Hor.- 2.8 3.0 3.1 3.4 3.8 4.4 4.8 5.1 5.5 6.1 CFM Ver. 287 280 277 273 266 259 247 231 208 164 815 2.6 212 SONES Ver. 3.3 3.6 3.7 4.1 4.7 5.2 5.6 6.3 6.8 6.9 Performance ratings include tho effects of inlet grille and backdtaft r in the airstream.Speed 1.00 (RPM)shown is.nominal.Performance is based on actual speed of test The sound ratings shown are tombless values in fan sums at 5(lbm)in a hemispherical free fio!d calculated per AMCA Sid301. ., IS Values shown are for Installation'Type B:Free,inlet fen sone levels,:Performance shown is for a0.90 ae� ' installation Type Sr Free inlet.Ducted outteL t$t l "13roarrNUT6ne k G'�?, LLC ertilies that CERTIFIEDamc $'' r11Z 0.80 ? the' models RATMGS A i(? 0.70 N^- shown hen*are g ki ! W- rou„, oTp the AMCA Se . t CC 0.60 l_ (11 The ratings t _ IL , tri® snows are band � cp on psis and pro fA 0.50 cedures r txurcunroar 3 v) � In r- I1 w 0.40 �� t°u�'` MN4tlrfxwW 4 � �� dance with danceAMCA Publics- it sound (and ertCA)and lw ��" U 0.30 G� sound is also certified)and comply with the requirements of the AMCA Certified if; 0.20 Ratings Program.' ,�, g . ) A/` ' ``` (�t N 0.10 Models L200,L250, j 4 ,I . and L300 are UL i. ''�` , ,'.,g = �. listed for use over .r`' -,c.,„' ill i.s h :..: 0.00 bathtubs and Q y . - , ..;...i= : ,: showers when �, i4,; i1•=• 0 40 80 120 160 200 240 280 320 connected to a AIR FLOW RATE CFM GFCI-protected branch circuit. POLYMERIC GRILLE METAL GRILLE WEIGHT MODELS MODELS MODEL NO. SHIPPING WT. L200,L250, L200MG,L250MG, L200 23.0 lbs. 4110 L300 L300MG,L300KMG C (MO L250,L200MG L300 23.1 lbs. 23.9 lbs. L250MG,L300MG 24.0 lbs. B RJ „� 4N® Nm L300KMG ..: 7 25. I1bs. Broan-NuTone LLC, 926 West State Street, Hartford, Wisconsin 53027 (1-800-637-1453) �Ir Broan-NuTone Canada, 1140 Tristar Drive, Mississauga, Ontario, L5T 1H9 (1-888-882-7626) I N uTo ne Architectural& Engineering Specifications Ill December 2007 DESCRIPTION QTXEN Series BLOWER: • Plug-in,permanently lubricated motor-engineered for continuous operation n • Dynamically balanced centrifugal blower wheel for quiet, efficient performance • Maintains a high percentage of rated CFM in less than ideal MODELS QTXEN050, installations QTXEN080 • Low RPM for quiet operation , QTXEN110, Q'i'XEN150 • Resilient anti-vibration motor mounts HOUSING: • Rugged,26 gauge,galvanized steel construction --- i • 6"round ducting for superior performance • j • Polymeric duct connector with tapered sleeve and no metallic =r h clatter4(,�• 7-5/8"height allows for 2"x 8"(nominal)joist installations0.1:40001 , • Sturdy,easy,four-point mounting directly to joist • Includes unique spacer(patent pending)for mounting to ;00.0.00e engineered"I"joists ...1, ,„..,,,,,.s,s.,..,..,,,....-,,,,\,,‘.,,,, ,,,..,,,,,,.•N„,,,,.,..,..,,,......%...,.. • Includes hanger bars to position housing anywhere between 16"to 24"-on-center joists • Two sets of mounting holes for hanger bars allow flush O ' installation with bottom or top of drywall r • Can be mounted in ceilings up to'12/12 pitch GRILLE: • Polymeric construction ARCHITECT'S SPECIFICATION • • Innovative design-the result of extensive research with designers and consumers • Ceiling Ventilator shall be NuTone Model QTXEN050(QTXEN080) CONTROLS(Purchase separately): (QTXEN110)(QTXEN150). • Refer to NuTone's catalog for a complete line of accessories ' Ceiling Ventilator shall have corrosion resistant galvanized steel to effectively adapt these fans to your construction housing with four-point mounting capability.It shall be ducted to requirements. a roof or wall cap using 6"round ductwork. U.L.Listed for use over bathtubs and showers when connected • Blower assembly shall be removable, have a centrifugal type to a GFCI protected branch circuit(ceiling mount only). blower wheel and a permanently lubricated motor designed for continuous operation and mounted with resilient anti-vibration 3-Year Warranty mounts. • Non-metallic damper/duct connector shall be included. Q 2100 �HVI • Air delivery shall be no less than 50(80) (110) (150)CFM and Priiiii41... 7rsound level no greater than<0.3 (0.3) (0.7) (1.4)Sones.All air and sound ratings shall be certified by HVI. CERTIFIED • Ceiling ventilator shall be Energy Start)qualified and have an ENERGY STAR energy efficient permanent split capacitor motor. INSTALLATION • Ceiling Ventilator shall be U.L. Listed for use over bathtubs and showers when connected to a GFCI protected branch circuit. Complete installation instructions are included with each Fan. Broan-NuTone LLC Hartford,Wisconsin www.nutone.com 888-336-3948 REFERENCE QTY. REMARKS Project Location 1 Architect ill Engineer I Contractor Submitted by Date 70M 99044086A. 1 PERFORMANCE RATINGS AIR FLOW PERFORMANCE • QTXEN SERIES FANS MODEL QTXEN050 0.5 �. HVI PERFORMANCE ----�-� 11II 1 0.4 111 Sones* CFM IIIIIIMIN Model 00.1"Ps @0.1"Ps 3 .��'� ��. 0.3- QTXEN050 <0.3 50 QTXEN080 0.3 80 "o.z �... �� QTXEN110 0.7 110 li �� M�� QTXEN150 1.4 150 0.11 1111111111111111111111111111111111111111111111 11111111111111111111 111111111.‘111111111 HVI-2100 CERTIFIED RATINGS comply with o.0 111111111111111111.1111IN�� 2 1 III, new testing technologies and procedures 0 10 20 30 40 50 60 70 prescribed by the Home Ventilating Institute,for inflow(cfm)off-the-shelf products,as they are available to consumers.Productperformance is ratedat0.1 CERTIFIED in.static pressure,based on tests conducted in AMCA'sstate-of-the-arttestlaboratory.Sones are a measure of humanly-perceived loudness, MODEL QTXEN080 based on laboratory measurements. 1.0 0.e 1111111111111111111111111111 INN 01111111111111111111101111111111111 AMPS--- WEIGHT -'-,--- ,,0.71111611111 1�:n1 nalINIIiIM®EININ 90.8 Model Amps Model Shipping t0.5 1111 QTXEN050 0.3 Weight mo.a 1 � QTXEN080 0.4 QTXEN050 12.0 lbs. a 0.3 ainimomeir11er11soa1simllo �rm ammsi,:.emltlrlommo1sm1is QTXEN110 0.4 QTXEN080 12.0 lbs. o., QTXEN150 0.5 QTXEN110 12.0 lbs. 0.0 'O to 20 30 40 50 60 70 60 90 100 • QTXEN150 12.0 lbs Airflow(cfm) ria"14113 .... , MODEL QTXEN110 DL 0.9 ENERGY STAR 0.7 w Q0.6 _. 0: „,..,* ,,,,..4 O,1 a '# ms ... 0.0.. t --- _ - 1. ,h. 0 10 20 30 40 50 60 70 BO BO 100 110 120 130 lr / . Airflow(cfm) 1 MODEL QTXEN150 WWW1111 MEM IO i I 8 0.9 .,I11R.. .■a■I■I.. �.. C.... ai.� ... .0.6 MW1D � .......tt1.WWW 11....1 do miiiiiiiimain mailinsiiamilliiiir eralmillinataiammumman no Wien sio MOM N 0.3 _ __. ..•• __ ._.. _.. a ..�. O 2 ..._ _1_... mm m mamC 0.1 mom= sWM lim . . . mm ii.. i3 1 ,,,.., f IA- 0.0 .... �. �t : :m:__mi:. .�.:a . III *. $ ! 0 to 20 30 40 50 60 70 e0 90 100 110 120 130 140 150 160 170 �' -T, Aimow(cfm) N Liroirie Broan-NuTone LLC Hartford,Wisconsin www.nutone.com 888-336-3948 3948 1,v • CITY OF TIGARD SITE COPY ELECTRICAL PERMIT III4 ri ' K, COMMUNITY DEVELOPMENT Permit#: ELC2015-00094 • TIGARD 13125 SW Hall Blvd,Tigard OR 97223 503.718.2439 Date Issued: 02/25/2015 Parcel: 2S 112AD00500 Jurisdiction: Tigard Site address: 14650 SW 72ND AVE Project: Rogers Machinery Subdivision: BONITA GARDENS Lot: 4 Project Description: Electrical for#3 warehouse and paint building. Contractor: OREGON ELECTRIC GROUP Owner: UNION CENTRAL LIFE 1709 SE 3RD AVE TREASURY SERVICES PORTLAND,OR 97124 ATTN:DIANE THOMAS PO BOX 888 CINCINNATI,OH 45240 PHONE: 503-234-9900 PHONE: FAX: 503-234-1001 FEES Quantity Description Date Amount 2 ea Services or Feeders-601 to 02/25/2015 $602.08 Specifics: 1000 amps 1 ea Services or Feeders-Over 02/25/2015 $552 26 Type of Use: COM 1000 amps or volts Class of Work: ALT 20 crt Branch Circuits w/Purchase 02/25/2015 $148.40 Service or Feeder Type of Const: 1 ea Signal circuit or Limited 02/25/2015 $75.00 Occupancy Grp: Energy Panel 1 ea Plan Review Electricial 02/25/2015 $394.79 1 ea 12%State Surcharge- 02/25/2015 $189.50 • Electrical 2 ea Services or Feeders-200 02/25/2015 $201.40 amps or less 5 Misc Administration Fee 02/25/2015 $5.00 Total $2,168.43 Required Items and Reports(Conditions) / This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR, Specialty Codes and all other applicable law: All work will be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuance, or If work is suspended for more the 180 days NTION: n law requires you to follow the rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-0 1-0010 through OAR G2- /�X099001. You may obtain a copy of the rules or direct questions to OUNC by calling 503.232.1987 or 1,800,33 .23441 ssu By: 1Q./!2 -ht-rt ---- - Permittee Signetule.•��'�ti J 1._— ...4,4 4° OWNER INSTALLATION ONLY The installation is being made on property I own which is not intended for sale,lease or rent OWNER'S SIGNATURE Date: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR.ELEC' yefQl �",_ i Date: 5./yj LICENSE NO. Z ( 3lj Call 503.839.4175 by 7:00 a.m.for the next available inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. 1110 Approved plans are required on the job site at the time of each inspection. Inspections Requited for Permit No.: ,),-6 — C O /ry •IVR Code Type Permit Description IVR Code Type Permit Description 01 BUP Building—structural 07 SIT Site Work 02 ELC Electrical 08 SWR Sewer Connection 03 ELR Restricted Energy 09 FPS Fire Protection • 04 MEC Mechanical 10 RER Re-Roof 05 MST Master—residential combination 11 CMS Commercial Manufact.Structure 06 PLM Plumbing 12 SFM Single-Family Manufact.Structure I Req'd [ Code ] Inspection Description I Req'd 1 Code ( Inspection Description Building(structural)Inspections Electrical Inspections 205 Footing 105 Underground/slab cover 210 Foundation walls 110 Temporary electrical service 215 Footing drain A 115 Electrical service 220 Slab X 120 Electrical rough-in 225 Post/beam structural 125 Wall cover 230 Underfloor insulation 130 Ceiling cover 240 Exterior shearwall x 135 Low voltage rough-in 242 Interior shearwall 140 Sign installation 245 Firewall 145 A/C or heating unit circuit 250 Roof nailing 150 Hot tub/spa/pool 255 Wtr proofing basement walls 195 Misc.inspection 260 Tilt-up panel 198 Low voltage final 265 Masonry x 199 Electrical final 270 Reinforcing steel(rebar) 275 Framing Mechanical Inspections 280 Insulation 605 Post/beam mechanical 285 Drywall nailing 610 Gas line 287 Suspended ceiling 615 Mechanical rough-in 289 Approach/sidewalk 620 Hydronic piping 295 Misc.inspection 625 Duct work • 299 Final inspection 630 Fire damper 635 Smoke detector shutdown Fire Protection System Inspections 640 Exhaust hood 905 Sprinkler underfloor/slab 645 Grease duct test 907 Sprinkler hydro test 695 Misc.inspection 910 Sprinkler rough-in/test 699 Mechanical fmal 915 Fire alarm rough-in 920 Suppression trip test Plumbing Inspections 995 Misc.inspection 305 Plumbing underslab 998 Alarm final 310 Crawl drain 999 Sprinkler fmal 312 Backwater valve 315 Post/beam plumbing Site Work Inspections 320 Plumbing rough-in 405 Excavation 322 Shower pan 410 Fill 330 Water service 415 Grading 335 Rain drain 420 Sprinkler supply lines 340 Storm sewer 495 Misc.inspection 345 Culvert/catch basin 499 Final inspection 350 Septic tank 395 Misc.inspection Erosion Control Inspections 399 Plumbing final 750 Initial erosion control 755 Regular erosion control Santa Sewer Inspections 798 Final erosion control 505 Sanitary sewer 585 Misc.inspection Manufactured Structure Inspections 599 Final inspection 810 MFG-Structure set-up 899 MFG-Structure final I:\Building\Forms\Inspection Cards\AOP lnsp Card By Case\InspCard_AIl_061814.docx