Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PLANS REVISED REDLINED APPROVED - 20-00912 - BYUI ASB Annex - Remodel
Author Name Author Email Author Phone No.: Ted Dye tedd@rexburg.org 208-372-2172 Description : BYUI ASB Annex RemodelAddress : 210 W 4th SRecord Type : Commercial - RemodelDocument Filename : BUILDING PLANS Rev. (1) 12.14.2020 - 2020 ASB Lease Improvements Comment Corrections.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 20-00912 Commercial - Remodel Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) UP DN DN 460 SF Mail Serv. 1051173 SF Surplus 101 394 SF S/R Office 107 1257 SF Loading Dock 110A 137 SF Break Room 108 40 SF Custodial 102 37 SF Restroom 103 55 SF Restroom 104 127 SF Dir. Office 106 3374 SF Warehouse 110 600 SF Shipping Workroom 109 1 108 105 107A 104103102101 6 5A A3 2 109B 109A 106 AE101 2 AE101 4 15 ' - 0 " 39' - 0"15' - 10"4' - 7"20' - 0" 30 ' - 0 " 107B 1 AE301 03.02 03.0103.0103.0103.0103.01 03.0203.02 03.02 6 AE301 B B B B 31 ' - 0 " 2' - 0 " 2' - 0 " 01.02 D D 09.20 09.20 09.19 09.19 09.1909.19 09.1909.1909.1909.19 09.1909.19 1' - 7 1 / 2 " 7' - 4 " 8' - 6" 62 SF IT Closet 100 5' - 0"5' - 0"5' - 0" 10.04 4 7 100 10 10 03.02 USE CLASSIFICATION AND OCCUPANCY USE CLASSIFICATION OCCUPANCY GROUP B 31 GROUP S-2 11 5' - 0"1' - 0"7' - 6" 7' - 4 " 3' - 4 " 4' - 10" 10 ' - 0 " 1' - 5 1 3 / 1 6 " AE4011 AE4012AE4013 4" 137 SF Break Room 108 55 SF Restroom 10437 SF Restroom 103 40 SF Custodial 102 B B B B B BB B B B 3' - 0" 4 3 AE301 BB C 12.01 7 7 7 1' - 6" B 5' - 8" 5' - 5" B 11 11 2 3B 3A 99 394 SF S/R Office 107 127 SF Dir. Office 106 AE401 AE401 8 7 612 ' - 6 " 4' - 4 " 2' - 1 0 3 / 4 " 4' - 9"7' - 9" 2' - 6"4' - 6"10' - 6" 12.01 12.01 B B B B B C 5 106 A A 105 107B 10 4' - 6 " 2' - 3 " 12.01 AE101 3 09.19 09.1909.19 09.1909.19 09.1909.19 01.0201.02 4 AE301 10.0110.01 10.02 09.17 2 AE301 5 AE301 01.0201.02 10.01 10.01 10 AE401 5 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. ALL DIMENSIONS ARE TO FINISH FACE OF WALL. GENERAL NOTES PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DATE PERMIT SET 11/16/2020 12 / 1 1 / 2 0 2 0 1 1 : 4 0 : 2 9 A M CONSTRUCTION PLAN ASB Annex Remodel CIVIL Dyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd. Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 AE101 ©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering, Inc. 1823 E. Center St. Pocatello, ID 83201 10569 N 1/8" = 1'-0"1 Plan - Level 1 3/8" = 1'-0"2 Enlarged Plan - Restrooms/Breakroom 1/4" = 1'-0"4 Enlarged Plan - Rooms 106 & 107 1/16" = 1'-0"5 Plan - Level 2 1/4" = 1'-0"3 Enlarged Plan - Level 2 Mezzanine Storage (Alternate 1) KEYNOTE LEGEND 01.02 Mezzanine, stairs and railings included as Add Alternate 1. 02.01 Demolish Stair Assembly 02.02 Demolish ceiling, walls and floor structure above. Remove electrical, plumbing and other systems as required. 02.03 Demolish Door, Frame and Hardware, Secure building, TYP. 02.04 Demolish Wall, TYP. 02.05 Demolish Overhead Door. 02.06 Demolish portion of wall as required to create opening. 02.07 Demolish HVAC equipment. 02.09 Demolish floor and supporting structure, REF: Structural 02.11 Demolish Plumbing fixtures. Cap and abandon supply and drain lines. REF: Mechanical. 02.12 Demolish Window. 02.13 Existing to remain 02.31 Demolish gypsum board, East side only 02.32 Remove countertop and casework 02.33 Demolish grate 02.34 At East and West exterior walls: strip existing interior finish to framing members, existing exterior finish to remain, for framing see keynotes on structural plans. 02.35 Cut and remove slab in preparation for future footing, Re: Sturctural 03.01 Fill in slab. Ref: Structural. 03.02 Level Slab with self-leveling concrete. 06.01 Structural column, Re: Structural 08.06 Scheduled door and trim 08.07 Scheduled window 09.05 Suspended acoustical tile ceiling system - See details and schedules, coordinate with electrical 09.13 Scheduled base 09.14 Existing ceiling, repair damaged and missing gypsum board to match existing, prep and paint - See schedules, coordinate with electrical 09.15 Base bid: Existing ceiling at approximately 16', patch and repair damaged or missing sections, prep and paint; Add alternate 1: New gpsum board ceiling fastened to floor joists - See details and schedules, coordinate with electrical 09.16 Gypsum board ceiling - See details 09.17 Plywood, paint finish P-1 - See details, Re: Structural 09.19 Infill framing, insulaton, vapor barrier, gypsum board and metal siding to match existing at abandoned openings and penetrations TYP. 09.20 Wall differs between base bid and alternate, see section 2/AE301 for wall type. 09.21 Paint exposed wood to match wall finish. TYP. 09.22 5/8" gypsum board ceiling for fire blocking. 10.01 Pipe Guard Rail 10.02 Pipe Rail Gate 10.04 6' High Chainlink Fence 10.05 Pipe Handrail 10.22 Grab bar 12.01 Casework by Owner 22.03 Sink, Re: Plumbing 23.01 Ducting, Re: Mechanical 23.07 Exhaust Fan - See Reflected Ceiling Plan, Re: Mechanical 26.12 Light Fixture - See Reflected Ceiling Plan, Re: Electrical 1 NO. DESCRIPTION DATE 1 Permit Comments 12/11/2020 AE102 2 460 SF Mail Serv. 105 394 SF S/R Office 107 127 SF Dir. Office 106 137 SF Break Room 108 55 SF Restroom 104 37 SF Restroom 103 40 SF Custodial 102 1173 SF Surplus 101 3374 SF Warehouse 110 1257 SF Loading Dock 110A 09.1409.14 09.1409.14 09.1409.14 62 SF IT Closet 100 09.17 460 SF Mail Serv. 105 394 SF S/R Office 107 127 SF Dir. Office 106 137 SF Break Room 108 55 SF Restroom 104 37 SF Restroom 103 600 SF Shipping Workroom 109 40 SF Custodial 102 2 AE301 09.1509.15 09.0509.05 09.0509.05 09.0509.05 09.0509.05 09.0509.05 01.0201.0209.16 5 AE301 09.0509.05 09.0509.05 09.22 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DATE PERMIT SET 11/16/2020 12 / 1 1 / 2 0 2 0 1 1 : 4 0 : 3 1 A M CONSTRUCTION CEILING PLAN ASB Annex Remodel CIVIL Dyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd. Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 AE102 ©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering, Inc. 1823 E. Center St. Pocatello, ID 83201 10569 1/8" = 1'-0"1 Reflected Ceiling Plan - Level 1 1/4" = 1'-0"2 Enlarged RCP - Main Office Spaces N KEYNOTE LEGEND 01.02 Mezzanine, stairs and railings included as Add Alternate 1. 02.01 Demolish Stair Assembly 02.02 Demolish ceiling, walls and floor structure above. Remove electrical, plumbing and other systems as required. 02.03 Demolish Door, Frame and Hardware, Secure building, TYP. 02.04 Demolish Wall, TYP. 02.05 Demolish Overhead Door. 02.06 Demolish portion of wall as required to create opening. 02.07 Demolish HVAC equipment. 02.09 Demolish floor and supporting structure, REF: Structural 02.11 Demolish Plumbing fixtures. Cap and abandon supply and drain lines. REF: Mechanical. 02.12 Demolish Window. 02.13 Existing to remain 02.31 Demolish gypsum board, East side only 02.32 Remove countertop and casework 02.33 Demolish grate 02.34 At East and West exterior walls: strip existing interior finish to framing members, existing exterior finish to remain, for framing see keynotes on structural plans. 02.35 Cut and remove slab in preparation for future footing, Re: Sturctural 03.01 Fill in slab. Ref: Structural. 03.02 Level Slab with self-leveling concrete. 06.01 Structural column, Re: Structural 08.06 Scheduled door and trim 08.07 Scheduled window 09.05 Suspended acoustical tile ceiling system - See details and schedules, coordinate with electrical 09.13 Scheduled base 09.14 Existing ceiling, repair damaged and missing gypsum board to match existing, prep and paint - See schedules, coordinate with electrical 09.15 Base bid: Existing ceiling at approximately 16', patch and repair damaged or missing sections, prep and paint; Add alternate 1: New gpsum board ceiling fastened to floor joists - See details and schedules, coordinate with electrical 09.16 Gypsum board ceiling - See details 09.17 Plywood, paint finish P-1 - See details, Re: Structural 09.19 Infill framing, insulaton, vapor barrier, gypsum board and metal siding to match existing at abandoned openings and penetrations TYP. 09.20 Wall differs between base bid and alternate, see section 2/AE301 for wall type. 09.21 Paint exposed wood to match wall finish. TYP. 09.22 5/8" gypsum board ceiling for fire blocking. 10.01 Pipe Guard Rail 10.02 Pipe Rail Gate 10.04 6' High Chainlink Fence 10.05 Pipe Handrail 10.22 Grab bar 12.01 Casework by Owner 22.03 Sink, Re: Plumbing 23.01 Ducting, Re: Mechanical 23.07 Exhaust Fan - See Reflected Ceiling Plan, Re: Mechanical 26.12 Light Fixture - See Reflected Ceiling Plan, Re: Electrical 1 NO. DESCRIPTION DATE 1 Permit Comments 12/11/2020 LEVEL 1 0" Level 2 9' -0" Top of Framing -W 14' -6" Bottom of Footing -3' -0" 6" Slab on Grade 8" Concrete Foundation Wall Metal Siding (Both Sides) on 2x6 Wood Framing AE301 8 AE301 7 AE301 9 Base Bid B LEVEL 1 0" Level 2 9' -0" Top of Framing -E 16' -0" AE301 13 AE301 14 AE301 12 Add Alternate 1 5 AE301 E LEVEL 1 0" 8' - 0 " Back and Side Walls FRP-1 Gyp. Bd. on 2x4 Framing, Both Sides and Face. Tape, Texture and Paint P-1 Drinking fountain/ bottle filler. Scheduled base Bollard LEVEL 1 0" Level 2 9' -0" Top of Framing -E 16' -0" Stringer Cut from 2x12 Material 2x4 Kick Plate AE301 10 Treads Cut from 2x12 Material Risers Cut from 1x Material AE301 11 1 1/2" Pipe Rail, Ref: 5/AE401 11" RETURN TO WALL RETURN TO POST 3' - 0 " LEVEL 1 0" Top of Framing -W 14' -6" 12 ' - 6 " 1' - 6 " Existing Gyp. Bd. Ceiling Exisiting Slab AE301 15 Level 2 9' -0" 5/8" Gyp. Bd. Ceiling Gyp. Bd. -See Wall Type Plywood, Re: Structural Rim Board Floor Joist, Re: Structural Level 2 9' -0" New Wall -See Plan 5/8" Gyp. Bd. Ceiling - See Schedules for Finish Plywood, Re: Structural Floor Joists, Re: Structural Gyp. Bd. -See Wall Type Plywood -See Wall Type Rim Board LEVEL 1 0" P.T. Sill Plate New Wall -See Plan Anchorage, Re: Structural Concrete Slab on Grade Level 2 9' -0" New Wall -See Details Roof Bearing, Re: Structural Roof Joist, Re: Structural Sheathing, Re: Structural Roof Underlayment 1/2" Weather Treated Plywood, Paint P-1 Aluminum Drip Edge Aluminum Wrapped Fascia Metal Roofing, Match Existing Foundation Wall Anchored Plate, Re: Sturctural Flashing at Base of Stud Wall (Both Sides) 5/8" Plywood (Both Sides), Re: Structural Metal Siding (Both Sides), Match Existing 2x6 Stud 16" O.C. 1 1/2" Pipe Rail Plywood, Ref: Structural Floor Joist, Ref: Structural GLB, Ref: Structural. Prime and paint to match wall finish 5/8" Gyp. Bd. Ceiling J Edge Trim Existing Overhead Door 4" 1' - 7 " 1' - 7 " 3' - 6 " 2 1 / 2 " M i n . 6 3 / 4 " 11" 1"Level 2 9' -0" LVL Beam, Re: Structural Extend Subflooring at Upper Level to Match Typical Nosing Hang Stringer on Beam at Top of Stair 1/2" Weather Treated Plywood, Finish P-1 Sheathing, Re: Structural LSL Ledger, Re: Structural Roof Joist, Re: Structural Existing Wall -See Plan Existing Metal Siding Headwall Trim Metal Roofing Roof Underlayment Metal Edge Trim Existing Metal Siding LEVEL 1 0" New Concrete, REF: Structural Overhead Door Track Beyond Existing Concrete Slab PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DATE PERMIT SET 11/16/2020 12 / 1 1 / 2 0 2 0 1 1 : 4 0 : 3 4 A M CONSTRUCTION BUILDING SECTIONS ASB Annex Remodel CIVIL Dyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd. Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 AE301 ©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering, Inc. 1823 E. Center St. Pocatello, ID 83201 10569 1/4" = 1'-0"1 Section - Covered Exterior Storage 1/4" = 1'-0"2 Section - Shipping Workroom (Base Bid & Alternate 1) 3/4" = 1'-0"3 Section - Water Fountain Alcove 1/4" = 1'-0"4 Section - Mezzanine Stair (Alternate 1) 1/4" = 1'-0"6 Section - West Overhead Door 1" = 1'-0"12 Detail - Mezzanine Ledger Bearing 1" = 1'-0"13 Detail - Mezzanine Wall Bearing 1" = 1'-0"14 Detail - Wall to Slab Anchor 1" = 1'-0"8 Detail - Wall Bearing 1" = 1'-0"9 Detail - Wall to Foundation Anchor 1" = 1'-0"5 Section - Mezzanine at Overhead Door (Alternate 1) 1" = 1'-0"10 Detail - Mezzanine Stair Tread/Riser 1" = 1'-0"11 Detail - Mezzanine Stair Hanger 1" = 1'-0"7 Detail - Ledger Bearing 1" = 1'-0"15 Detail - West Overhead Door 1 NO. DESCRIPTION DATE 1 Permit Comments 12/11/2020 2' - 1 0 " 1' - 6"1' - 3"2' - 0"1' - 11" 22.03 09 . 1 3 12.0112.0112.01 1' - 3"2' - 0"1' - 11" 12.0108.06 4 2' - 0 " 09.13 22.03 09.13 5' - 0" 1 1/2" 10.2210.22 1 8 5 9 26.1223.07 22.03 1' - 6"1' - 4 1/2"1' - 1"1' - 10 1/2"1' - 6" 09.13 08.06 5 9 8 1 26.12 23.07 2"2' - 9"1' - 6"2' - 4" 12.01 09 . 1 3 09.13 12.0112.01 3' - 4 " 1' - 5"1' - 5" 12.0112.01 08.0608.06 08.06 08.07 1' - 6"3' - 3"1' - 6"6' - 2 1/2" 12.01 09.13 12.01 09 . 1 3 09 . 1 3 2' - 1 0 " 12.0112.0112.0112.01 12.0112.0112.01 09 . 1 3 08.06 12.0112.01 1' - 6"6' - 11 1/2"1' - 6" 3' - 4 " 12.01 12.01 12.01 3' - 1" 2' - 0 " 09.13 08.06 2 9 23.07 26.12 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. ALL DIMENSIONS ARE TO FINISH FACE OF WALL. GENERAL NOTES 1' - 7 " 1' - 7 " 4" 3' - 6 " 11" 10 10 26.12 26.12 10.0110.01 23.01 06.01 09.2109.2109.21 10.05 HANDRAILS AND GUARDS SHALL MEET REQUIREMENTS OF IBC SECTIONS 1014 AND 1015 HE I G H T A T N O S E : 3 ' - 6 " 21" SPHERE CAN NOT PASS THROUGH PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DATE PERMIT SET 11/16/2020 12 / 1 1 / 2 0 2 0 1 1 : 4 0 : 3 8 A M CONSTRUCTION ENLARGED PLANS & ELEVATIONS ASB Annex Remodel CIVIL Dyer Group, LLC 343 E. 4th N., 108 Rexburg, ID 83440 MECHANICAL Engineered Systems Associates 1355 E. Center Pocatello, ID 83204 STRUCTURAL FROST Structural Engineering 1020 Lincoln Rd. Idaho Falls, ID 83401 David Gay gayf@byui.edu 208-496-2667 AE401 ©2020 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ELECTRICAL Payne Engineering, Inc. 1823 E. Center St. Pocatello, ID 83201 10569 3/4" = 1'-0"1 Interior Elevation - Room 108 West 3/4" = 1'-0"2 Interior Elevation - Room 104 West 3/4" = 1'-0"3 Interior Elevation - Room 103 East 3/4" = 1'-0"8 Interior Elevation - Room 107 East 3/4" = 1'-0"7 Interior Elevation - Room 107 South 3/4" = 1'-0"6 Interior Elevation - Room 107 West 3/4" = 1'-0"4 Interior Elevation - Room 103 West KEYNOTE LEGEND 01.02 Mezzanine, stairs and railings included as Add Alternate 1. 02.01 Demolish Stair Assembly 02.02 Demolish ceiling, walls and floor structure above. Remove electrical, plumbing and other systems as required. 02.03 Demolish Door, Frame and Hardware, Secure building, TYP. 02.04 Demolish Wall, TYP. 02.05 Demolish Overhead Door. 02.06 Demolish portion of wall as required to create opening. 02.07 Demolish HVAC equipment. 02.09 Demolish floor and supporting structure, REF: Structural 02.11 Demolish Plumbing fixtures. Cap and abandon supply and drain lines. REF: Mechanical. 02.12 Demolish Window. 02.13 Existing to remain 02.31 Demolish gypsum board, East side only 02.32 Remove countertop and casework 02.33 Demolish grate 02.34 At East and West exterior walls: strip existing interior finish to framing members, existing exterior finish to remain, for framing see keynotes on structural plans. 02.35 Cut and remove slab in preparation for future footing, Re: Sturctural 03.01 Fill in slab. Ref: Structural. 03.02 Level Slab with self-leveling concrete. 06.01 Structural column, Re: Structural 08.06 Scheduled door and trim 08.07 Scheduled window 09.05 Suspended acoustical tile ceiling system - See details and schedules, coordinate with electrical 09.13 Scheduled base 09.14 Existing ceiling, repair damaged and missing gypsum board to match existing, prep and paint - See schedules, coordinate with electrical 09.15 Base bid: Existing ceiling at approximately 16', patch and repair damaged or missing sections, prep and paint; Add alternate 1: New gpsum board ceiling fastened to floor joists - See details and schedules, coordinate with electrical 09.16 Gypsum board ceiling - See details 09.17 Plywood, paint finish P-1 - See details, Re: Structural 09.19 Infill framing, insulaton, vapor barrier, gypsum board and metal siding to match existing at abandoned openings and penetrations TYP. 09.20 Wall differs between base bid and alternate, see section 2/AE301 for wall type. 09.21 Paint exposed wood to match wall finish. TYP. 09.22 5/8" gypsum board ceiling for fire blocking. 10.01 Pipe Guard Rail 10.02 Pipe Rail Gate 10.04 6' High Chainlink Fence 10.05 Pipe Handrail 10.22 Grab bar 12.01 Casework by Owner 22.03 Sink, Re: Plumbing 23.01 Ducting, Re: Mechanical 23.07 Exhaust Fan - See Reflected Ceiling Plan, Re: Mechanical 26.12 Light Fixture - See Reflected Ceiling Plan, Re: Electrical 1/2" = 1'-0"5 Interior Elevation - Mezzanine Stair (Alternate 1) 1 1 NO. DESCRIPTION DATE 1 Permit Comments 12/11/2020 P R O F E S S I O NAL ENGI N E E R S TATE OF I D A H O A 12/11/20 14134 D VID B .P O R T E R L I C ENSED G E N E R A L S T R U C T U R A L N O T E S ( A P P L Y U N L E S S N O T E D O T H E R W I S E O N P L A N S / D E T A I L S ) GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.BASIS FOR DESIGN:1.BUILDING CODE: 2015 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II2.USE CLASSIFICATION: GROUP B, GROUP S-25. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.00SITE CLASSDSEISMIC DESIGN CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.156, SS = 0.443DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.227, SDS = 0.427PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.0666. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE33.2 PSFNET UPLIFT ON ROOF27.4 PSF 3. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF35 PSF18 PSFMEZZANINE125 PSF15 PSF4. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF JOISTSL/360L/240FLOOR JOISTSL/360L/240BEAMSL/360L/240 FOUNDATION N O T E S : 1.IN LIEU OF A GEOTECHNICAL R E P O R T : T H E F O U N D A T I O N H A S B E E N D E S I G N E D ACCORDING TO THE RECOMM E N D A T I O N S O F C H A P T E R 1 8 O F T H E I B C . 2.THE SOIL DESIGN VALUES LIS T E D B E L O W H A V E B E E N A P P R O V E D B Y T H E CITY/COUNTY BUILDING DEPA R T M E N T , C O N T I N G E N T T H A T T H E S O I L O N T H E S I T E PREDOMINATELY CONSISTS O F S A N D A N D / O R G R A V E L . SPECIFIC SOIL CLASSIFICATIO N S S H O U L D B E O N E O F T H E F O L L O W I N G : S A N D Y GRAVEL OR GRAVEL(GW OR G P ) , S A N D ( S W A N D S P ) , S I L T Y S A N D ( S M ) , C L A Y E Y SAND(SC), SILTY GRAVEL(GM), O R C L A Y E Y G R A V E L ( G C ) . T H E S E S O I L CLASSIFICATIONS CAN BE FOU N D I N T A B L E 1 8 0 6 . 2 O F C H A P T E R 1 8 O F T H E I B C . VERIFICATION OF SOIL CLASSI F I C A T I O N I S T H E R E S P O N S I B I L I T Y O F T H E CONTRACTOR.3.A ONE-THIRD INCREASE IN BE A R I N G P R E S S U R E S I S A L L O W E D W I T H S E I S M I C O R WIND LOAD COMBINATIONS. L A T E R A L B E A R I N G A N D L A T E R A L S L I D I N G R E S I S T A N C E MAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEA R O N C O M P A C T E D E N G I N E E R E D F I L L O R C O M P E T E N T NATIVE SOIL SUBBASE COMPA C T E D T O 9 5 % D R Y D E N S I T Y ( S T A N D A R D P R O C T O R ) . GRADE IS DEFINED AS LOWES T A D J A C E N T G R A D E W I T H I N 5 F E E T O F T H E B U I L D I N G FOR PERIMETER FOOTINGS. W H E R E E X T E R I O R P A V I N G O R C O N C R E T E I S D I R E C T L Y ADJACENT TO BUILDING, GRA D E I S D E F I N E D A S T O P O F E X T E R I O R P A V I N G A T L E A S T 5 FEET FROM BUILDING. CONC R E T E F O O T I N G E X C A V A T I O N S S H A L L B E C L E A N A N D FREE OF LOOSE DEBRIS OR U N - C O M P A C T E D M A T E R I A L A T T I M E O F C O N C R E T E PLACEMENT.5.CONCRETE SLABS ON GRADE S H A L L B E S U P P O R T E D O N A 4 I N C H ( M I N ) L A Y E R O F FREE-DRAINING GRANULAR M A T ( D R A I N A G E F I L L C O U R S E ) . T H E M A T S H O U L D CONSIST OF A WELL GRADED S A N D A N D G R A V E L M I X T U R E W I T H M A X I M U M 3 / 4 - I N C H CRUSHED AGGREGATE. THE G R A N U L A R M A T S H O U L D B E C O M P A C T E D T O N O L E S S THAN 95% OF THE MAXIMUM D R Y D E N S I T Y A S D E T E R M I N E D B Y A S T M D 1 5 5 7 . 6.BACKFILL AGAINST RESTRAIN E D W A L L S S H A L L N O T B E P L A C E D U N T I L A F T E R T H E WALLS ARE SUPPORTED BY T H E C O M P L E T I O N O F I N T E R I O R F L O O R S Y S T E M S A N D CONCRETE OR GROUT STREN G T H H A S R E A C H E D T H E 2 8 D A Y S T R E N G T H L I S T E D BELOW.THE SOIL DESIGN VALUES FOR THE F O U N D A T I O N A R E : ALLOWABLE BEARING PRESSURE 1 5 0 0 P S F ALLOWABLE LATERAL BEARING PR E S S U R E 1 5 0 P S F / F T ALLOWABLE LATERAL SLIDING CO E F F I C I E N T 0 . 2 5 FOUND A T I O N B E A R I N G D E P T H 30" B E L O W F I N I S H E D G R A D E C O N C R E T E : 2 . A L L N O R M A L W E I G H T C O N C R E T E S H A L L B E R E G U L A R W E I G H T O F 1 5 0 P O U N D S P E R C U B I C F O O T U S I N G H A R D - R O C K A G G R E G A T E S . A G G R E G A T E U S E D I N C O N C R E T E S H A L L C O N F O R M T O A S T M C 3 3 . 3 . L A P S P L I C E S F O R B E A M S A N D F L O O R S L A B S S L A B S S H A L L B E A C C O R D I N G T O C H A P T E R 1 2 O F A C I 3 1 8 O R L A P S C H E D U L E O N T H E S E D R A W I N G S . S T A G G E R S P L I C E S A M I N I M U M O F O N E L A P L E N G T H . N O T A C K W E L D I N G O F R E I N F O R C I N G B A R S A L L O W E D W I T H O U T P R I O R R E V I E W O F P R O C E D U R E W I T H T H E S T R U C T U R A L E N G I N E E R . L A T E S T A C I C O D E A N D D E T A I L I N G M A N U A L A P P L Y . P R O V I D E B E N T C O R N E R B A R S T O M A T C H A N D L A P W I T H H O R I Z O N T A L B A R S A T A L L C O R N E R S A N D I N T E R S E C T I O N S P E R T Y P I C A L D E T A I L S . V E R T I C A L W A L L B A R S S H A L L B E S P L I C E D A T O R N E A R F L O O R L I N E S . 4 . A L L D I M E N S I O N S S H O W I N G T H E L O C A T I O N O F R E I N F O R C I N G S T E E L N O T N O T E D A S " C L E A R " O R " C L R " A R E T O C E N T E R O F S T E E L . M I N I M U M C O V E R F O R N O N - P R E S T R E S S E D C O N C R E T E R E I N F O R C I N G S H A L L B E A S F O L L O W S : 5 . M A X I M U M S L U M P F O R A L L C O N C R E T E S H A L L B E 6 " . P O R T L A N D C E M E N T S H A L L C O N F O R M T O A S T M C 1 5 0 . T Y P E V C E M E N T S H A L L B E U S E D F O R C O N C R E T E I N C O N T A C T W I T H A L K A L I N E S O I L , A N D T Y P E I I E L S E W H E R E . 6 . N O M O R E T H A N 9 0 M I N U T E S S H A L L E L A P S E B E T W E E N C O N C R E T E B A T C H I N G A N D C O N C R E T E P L A C E M E N T U N L E S S A P P R O V E D B Y T H E T E S T I N G A G E N C Y . 7 . C O N C R E T E P L A C E M E N T A N D Q U A L I T Y S H A L L B E P E R R E C O M M E N D A T I O N S I N A C I 6 1 4 , A C I 3 0 1 A N D A C I 3 1 8 . M E C H A N I C A L L Y V I B R A T E A L L C O N C R E T E W H E N P L A C E D , E X C E P T T H A T S L A B S O N G R A D E N E E D B E V I B R A T E D O N L Y A R O U N D A N D U N D E R F L O O R D U C T S , E T C . C A S T C L O S U R E P O U R , W H E R E S H O W N O N P L A N S A R O U N D C O L U M N S A F T E R C O L U M N D E A D L O A D I S A P P L I E D . R E M O V E A L L D E B R I S F R O M F O R M S B E F O R E P L A C I N G C O N C R E T E . A L L I T E M S T O B E C A S T I N C O N C R E T E S U C H A S R E I N F O R C I N G , D O W E L S , B O L T S , A N C H O R S , P I P E S , S L E E V E S , E T C . , S H A L L B E S E C U R E L Y P O S I T I O N E D I N T H E F O R M S B E F O R E P L A C I N G T H E C O N C R E T E . 8 . A L L C O N C R E T E S L A B S O N G R A D E S H A L L B E D I V I D E D I N T O A R E A S B Y C O N T R O L J O I N T S ( K E Y E D O R S A W C U T ) S U C H T H A T O N E S L A B A R E A D O E S N O T E X C E E D A M A X I M U M L E N G T H O F 2 4 T I M E S T H E S L A B T H I C K N E S S I N B O T H D I R E C T I O N S ( E X A M P L E : 4 " S L A B = 8 ' - 0 " L E N G T H ) . S Q U A R E L A Y O U T S A R E P R E F E R R E D , B U T T H E S L A B G E O M E T R Y M A Y D I C T A T E O T H E R W I S E . T H E R A T I O O F T H E L O N G T O S H O R T D I S T A N C E S H A L L N O T E X C E E D 1 . 3 . I T I S R E C O M M E N D E D T H A T S A W C U T S B E M A D E W I T H I N 1 6 H O U R S O F C O N C R E T E B A T C H I N G . K E Y E D C O N T R O L J O I N T S N E E D O N L Y O C C U R A T E X P O S E D E D G E S D U R I N G P O U R I N G , A L L O T H E R J O I N T S M A Y B E S A W C U T . 9 . H O R I Z O N T A L P I P E S A N D E L E C T R I C A L C O N D U I T S S H A L L N O T B E E M B E D D E D I N S T R U C T U R A L C O N C R E T E A N D S L A B S O N G R A D E E X C E P T W H E R E S P E C I F I C A L L Y A P P R O V E D O R N O T E D B Y T H E S T R U C T U R A L E N G I N E E R . P I P E S A N D C O N D U I T S S H A L L N O T I M P A I R T H E S T R E N G T H O F T H E W O R K . 1 0 . F L Y A S H M A Y B E U S E D O N L Y I F P E R M I T T E D B Y A R C H I T E C T U R A L S P E C I F I C A T I O N S A N D S H A L L B E L I M I T E D T O 1 8 P E R C E N T O F C E M E N T I T I O U S M A T E R I A L S A N D S H A L L H A V E A R E P L A C E M E N T F A C T O R O F 1 . 2 R E L A T I V E T O C E M E N T R E P L A C E D . N O F L Y A S H A D D I T I V E S S H A L L B E U S E D I N F L A T W O R K O R A R C H I T E C T U R A L L Y E X P O S E D C O N C R E T E . 1 1 . C O L D / H O T W E A T H E R C O N C R E T E C O N S T R U C T I O N : P R O T E C T C O N C R E T E F R O M D A M A G E O R R E D U C E D S T R E N G T H I N C O M P L I A N C E W I T H A C I 3 0 5 A N D 3 0 6 . 1 2 . C O N C R E T E M I X E S S H A L L B E D E S I G N E D B Y A C E R T I F I E D L A B O R A T O R Y A N D A P P R O V E D B Y T H E S T R U C T U R A L E N G I N E E R . 1 3 . L I M I T A L K A L I - S I L I C A R E A C T I O N ( A S R ) T O 0 . 1 % E X P A N S I O N A T 2 8 D A Y S I N C O N C R E T E M I X A T A L L E X T E R I O R C O N C R E T E A N D I N T E R I O R C O N C R E T E E X P O S E D T O M O I S T U R E . L O C A T I O N : M I N I M U M C O V E R T O L E R A N C E C A S T A G A I N S T E A R T H ( F O O T I N G S ) 3 " ± 3 8 " S L A B S O N G R A D E 1 1 2 " ± 1 4 " E X P O S E D T O E A R T H O R W E A T H E R - # 5 A N D S M A L L E R 1 1 2 " ± 3 8 " E X P O S E D T O E A R T H O R W E A T H E R - # 6 A N D L A R G E R 2 " ± 3 8 " N O T E X P O S E D T O W E A T H E R O R I N C O N T A C T W I T H T H E G R O U N D R O O F S L A B 1 " 1 8 " S T R U C T U R A L S L A B S A N D W A L L S 3 4 " 1 8 " B E A M S A N D C O L U M N S ( P R I M A R Y ) R E I N F O R C E M E N T , T I E S , S T I R R U P S A N D S P I R A L S 1 1 2 " 3 8 " 1 . M I N I M U M 2 8 D A Y C O N C R E T E S T R E N G T H S H A L L B E A S F O L L O W S : U S E : C O N C R E T E S T R E N G T H : M A X W / C R A T I O A I R E N T R A I N M E N T F O O T I N G S 3 5 0 0 P S I 0 . 5 0 5 . 5 % ± 1 % F O U N D A T I O N W A L L S 4 5 0 0 P S I 0 . 4 5 5 . 5 % ± 1 % I N T E R I O R C O N C R E T E S L A B S O N G R A D E 3 5 0 0 P S I 0 . 4 5 N / A E X T E R I O R C O N C R E T E S L A B S O N G R A D E 4 5 0 0 P S I 0 . 4 5 5 . 5 % ± 1 % REINFORCING S T E E L : 1.ASTM A615 GRADE 60 (FY = 60 K S I ) D E F O R M E D B A R S F O R A L L B A R S # 4 A N D L A R G E R . ASTM A615 GRADE 40 (FY = 40 K S I ) D E F O R M E D B A R S F O R A L L B A R S # 3 A N D S M A L L E R . GRADE 60 DEFORMED BARS S H A L L B E U S E D F O R C O N C R E T E W A L L S , B E A M S , ELEVATED SLABS AND COLU M N R E I N F O R C I N G . 2.WELDING OF REINFORCING BA R S S H A L L B E M A D E O N L Y T O A S T M A 7 0 6 G R A D E 6 0 BARS AND ONLY USING E90 SE R I E S R O D S . W E L D I N G O F R E I N F O R C I N G B A R S S H A L L BE MADE ONLY AT LOCATIONS S H O W N O N P L A N S O R D E T A I L S . 3.REINFORCING BAR SPACING G I V E N A R E M A X I M U M O N C E N T E R S . A L L B A R S P E R C R S I SPECIFICATIONS AND HANDBO O K . D O W E L A L L V E R T I C A L R E I N F O R C I N G T O FOUNDATION. SECURELY TIE A L L B A R S I N L O C A T I O N B E F O R E P L A C I N G C O N C R E T E . W O O D : 1 . G E N E R A L : D O N O T N O T C H O R D R I L L J O I S T S , B E A M S , O R L O A D B E A R I N G S T U D S W I T H O U T P R I O R A P P R O V A L O F T H E S T R U C T U R A L E N G I N E E R T H R O U G H T H E A R C H I T E C T . D O U B L E U P J O I S T S A N D B L O C K I N G U N D E R P A R T I T I O N S . P R O V I D E 2 " ( N O M I N A L ) S O L I D B L O C K I N G A T S U P P O R T S O F A L L J O I S T S . U N L E S S N O T E D O T H E R W I S E O N P L A N S / D E T A I L S P R O V I D E 2 x S O L I D B L O C K I N G A T M I D - H E I G H T O F B E A R I N G S T U D W A L L S . A L L N A I L I N G N O T N O T E D S H A L L B E A C C O R D I N G T O I B C T A B L E 2 3 0 4 . 1 0 . 1 . J O I S T H A N G E R S A N D O T H E R M I S C . F R A M I N G A N C H O R S S H A L L B E S I M P S O N S T R O N G - T I E C O M P A N Y , I N C . O R O T H E R M A N U F A C T U R E R W I T H C U R R E N T I C C - E S A P P R O V A L . 2 . S A W N L U M B E R : F R A M I N G L U M B E R S H A L L C O M P L Y W I T H T H E L A T E S T E D I T I O N O F T H E G R A D I N G R U L E S O F T H E W E S T E R N W O O D P R O D U C T S A S S O C I A T I O N ( W W P A ) O R T H E W E S T C O A S T L U M B E R I N S P E C T I O N B U R E A U ( W C L I B ) . A L L S A W N L U M B E R S H A L L B E S T A M P E D W I T H T H E G R A D E M A R K O F A N A P P R O V E D L U M B E R G R A D I N G A G E N C Y . S A W N L U M B E R S H A L L H A V E T H E F O L L O W I N G M I N I M U M G R A D E U N L E S S N O T E D O T H E R W I S E I N S C H E D U L E S : U S E : M A T E R I A L : 2 x 4 S T U D S D O U G L A S - F I R N O . 2 , M I N I M U M ( U . N . O . ) 2 x 6 S T U D S D O U G L A S - F I R N O . 2 , M I N I M U M ( U . N . O . ) J O I S T S , T O P P L A T E S A N D A L L O T H E R S A W N L U M B E R D O U G L A S - F I R N O . 2 , M I N I M U M ( U . N . O . ) B E A M S A N D P O S T S D O U G L A S - F I R N O . 2 , M I N I M U M ( U . N . O . ) L O C A T I O N : N O M I N A L T H I C K N E S S : S P A N I N D E X R A T I N G : E D G E A T T A C H M E N T : F I E L D A T T A C H M E N T : W A L L 7 1 6 " O R 1 2 " 2 4 1 6 8 d A T 6 " O . C . 8 d A T 1 2 " O . C . R O O F 7 1 6 " O R 1 2 " 2 4 1 6 8 d A T 6 " O . C . 8 d A T 1 2 " O . C . R O O F 1 5 3 2 " O R 1 2 " 3 2 1 6 8 d A T 6 " O . C . 8 d A T 1 2 " O . C . R O O F 1 9 3 2 " O R 5 8 " 4 0 2 0 1 0 d A T 6 " O . C . 1 0 d A T 1 2 " O . C . R O O F 2 3 3 2 " O R 3 4 " 4 8 2 4 1 0 d A T 6 " O . C . 1 0 d A T 1 2 " O . C . R O O F 7 8 " 6 0 3 2 1 0 d A T 6 " O . C . 1 0 d A T 1 2 " O . C . F L O O R 3 4 " T & G 4 8 2 4 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 6 " O . C . 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 1 2 " O . C . F L O O R 7 8 " T & G 6 0 3 2 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 6 " O . C . 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 1 2 " O . C . F L O O R 1 1 8 " T & G 6 0 4 8 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 6 " O . C . 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 1 2 " O . C . 3 . P L Y W O O D : A L L P L Y W O O D S H A L L B E C - D O R C - C S H E A T H I N G C O N F O R M I N G T O S T A N D A R D P S 1 - 9 5 . L A Y U P P L Y W O O D W I T H F A C E G R A I N I N P E R P E N D I C U L A R T O S U P P O R T S ( O N R O O F S W H E R E P L Y W O O D I S L A I D U P W I T H F A C E G R A I N P A R A L L E L T O S U P P O R T S , U S E A M I N I M U M O F 5 - P L Y P L Y W O O D , S T A G G E R J O I N T S ) . A L L N A I L I N G , C O M M O N N A I L S . B L O C K I N G A T P A N E L E D G E S W H E R E I N D I C A T E D O N P L A N S . A L L P L Y W O O D S H A L L B E O F T H E F O L L O W I N G N O M I N A L T H I C K N E S S , S P A N / I N D E X R A T I N G A N D S H A L L B E N A I L E D A S F O L L O W S U N L E S S N O T E D O T H E R W I S E O N T H E P L A N S : D E F E R R E D S U B M I T T A L I T E M S : P R E F A B R I C A T E D W O O D R O O F T R U S S E S S H E E T I N D E X S H E E T D E S C R I P T I O N D E T A I L S S 1 . 0 G E N E R A L S T R U C T U R A L N O T E S - - - S 1 . 1 T Y P I C A L D E T A I L S T - S E R I E S S 1 . 2 T Y P I C A L D E T A I L S T - S E R I E S S 2 . 0 F O U N D A T I O N P L A N - - - S 2 . 1 M E Z Z A N I N E F R A M I N G P L A N - - - S 2 . 2 R O O F F R A M I N G P L A N - - - S 3 . 0 F O U N D A T I O N D E T A I L S 1 0 0 - S E R I E S S 4 . 0 F R A M I N G D E T A I L S 2 0 0 - S E R I E S C A S T I N P L A C E C E N T E R L I N E C E N T E R L I N E O F B E A M C E N T E R L I N E O F C O L U M N C E N T E R L I N E O F W A L L C L E A R C O N C R E T E C O N C R E T E C O N T R O L J O I N T C O N C R E T E S A W C U T J O I N T C O N C R E T E M A S O N R Y U N I T C O N N E C T I O N C O N T I N U O U S D E A D L O A D D O W N D R A W I N G ( S ) E Q U A L E Q U I P M E N T E X P A N S I O N J O I N T E A C H W A Y F I N I S H E D F L O O R F A C E O F S T E E L F A C E O F W A L L G A U G E G A L V A N I Z E D G E N E R A L S T R U C T U R A L N O T E S C E N T E R L I N E O F F O O T I N G F A C E O F M E M B E R E X P A N S I O N B O L T E D G E O F S L A B D I A M E T E R G A L V G S N D N . D W G ( S ) E Q E Q U I P E X P . J T ( E . J . ) E . W . F . F . F . O . S . F . O . W . G A F . O . M . E X P . B O L T E . O . S . Ø O R D I A . C . I . P . C L C . L . B . C . L . C . C . L . W . C L R C O N C C . C . J . C . S . J . C . M . U . C O N N . C O N T D L C . L . F . W / W I T H W / O W I T H O U T T . O . P . U . N . O . W . W . F . T Y P V E R T T . O . S . T . O . W . T . O . D . T . O . F . T . O . L . T . O . M . S T D T . O . B . T L S L H S L V S I M S Q P S F P S I R E I N F P R E F A B O P P P . C . P L F N . T . S . O . C . O . F . W . T O P O F F O O T I N G U N L E S S N O T E D O T H E R W I S E W E L D E D W I R E F A B R I C T O P O F M A S O N R Y T O P O F P L A T E T O P O F S T E E L T O P O F W A L L T Y P I C A L V E R T I C A L S T A N D A R D T O P O F B E A M T O P O F D E C K T O P O F L E D G E R T O T A L L O A D O U T S I D E F A C E O F W A L L P R E C A S T C O N C R E T E P O U N D S P E R L I N E A R F O O T P O U N D S P E R S Q U A R E I N C H S H O R T L E G V E R T I C A L S H O R T L E G H O R I Z O N T A L R E I N F O R C I N G S I M I L A R S Q U A R E N O T T O S C A L E O N C E N T E R O P P O S I T E P R E F A B R I C A T E D A G G R E G A T E B A S E C O U R S E A I R C O N D I T I O N E R A B O V E F I N I S H E D F L O O R A L T E R N A T E A N C H O R B O L T A T ( M E A S U R E M E N T ) B E A M B O T T O M O F B E A M B O T T O M O F D E C K B E A R I N G B E L O W F I N I S H E D F L O O R B O T T O M O F F O O T I N G A . B . C . A / C A . F . F . A L T A . B . @ B M B . O . B . B . O . D . B R G B . F . F B . O . F . A B B R E V I A T I O N S L B S ( # ) M F R ( ' S ) M . C . J . M E C H N / A L L V L L H H O R I Z K ( K I P ) L L L O N G L E G V E R T I C A L M A N U F A C T U R E R ( ' S ) M A S O N R Y C O N T R O L J O I N T N O T A P P L I C A B L E L O N G L E G H O R I Z O N T A L P O U N D S M E C H A N I C A L H O R I Z O N T A L 1 0 0 0 P O U N D S L I V E L O A D E X I S T I N G ( E ) M I N M I N I M U M M A X M A X I M U M P O U N D S P E R S Q U A R E F O O T G L U E D - L A M I N A T E D B E A M G L B P F T P R E F A B F L O O R T R U S S E S P R T P R E F A B R O O F T R U S S E S I . F . W . I N S I D E F A C E O F W A L L P T P R E S S U R E T R E A T E D C O N C R E T E C O L U M N C . C . R M E R O O F M O U N T E D E Q U I P M E N T S C R E W S A T F L O O R S H E A T H I N G S H A L L B E # 8 S C R E W S A N D S H A L L P E N E T R A T E A T L E A S T 1 1 2 " I N T O T H E S U P P O R T I N G M E M B E R . A L L F L O O R S H E A T H I N G S H A L L B E G L U E D T O S U P P O R T I N G M E M B E R S W I T H A N A P A A F G - 0 1 Q U A L I F I E D G L U E . P L Y W O O D A L T E R N A T E : A M E R I C A N P L Y W O O D A S S O C I A T I O N P E R F O R M A N C E R A T E D S H E A T H I N G M A Y B E U S E D A S A N A L T E R N A T E T O P L Y W O O D W I T H P R I O R A P P R O V A L O F O W N E R , A R C H I T E C T A N D R O O F E R . I T M A Y N O T B E U S E D O N R O O F S W H E R E B U I L T - U P R O O F S Y S T E M I S T O B E G U A R A N T E E D B Y R O O F E R . R A T E D S H E A T H I N G S H A L L C O M P L Y W I T H C U R R E N T I C C - E S R E P O R T S A N D S H A L L H A V E A S P A N R A T I N G E Q U I V A L E N T T O O R B E T T E R T H A N T H E P L Y W O O D I T R E P L A C E S . A T T A C H M E N T A N D T H I C K N E S S ( W I T H I N 1 3 2 " ) S H A L L B E T H E S A M E A S T H E P L Y W O O D I T R E P L A C E S . I N S T A L L P E R M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S . 4 . N O M I N A L 2 x A N D 3 x D E C K I N G . T O N G U E A N D G R O O V E T Y P E . M I N I M U M F b = 1 , 6 0 0 P S I , M I N I M U M E = 1 , 3 0 0 , 0 0 0 P S I . I N S T A L L W I T H T O N G U E S U P S L O P E O N P I T C H E D R O O F S , A N D O U T W A R D I N T H E D I R E C T I O N O F L A Y I N G O N F L A T R O O F S . N A I L E A C H P L A N K W I T H 1 6 d T O E N A I L ( T H R U T H E T O N G U E ) A N D 1 6 d F A C E N A I L A T E A C H S U P P O R T . D E C K S H A L L B E I N S T A L L E D A S S I M P L E S P A N W I T H A L L P L A N K S B E A R I N G O N T W O S U P P O R T S . F O R R E F E R E N C E A N D / O R A D D I T I O N A L I N F O R M A T I O N S E E A I T C 1 1 7 - 2 0 1 0 . 5 . G L U E D - L A M I N A T E D B E A M S ( G L B ) : G L U E D - L A M I N A T E D B E A M S S H A L L B E D O U G L A S F I R C O M B I N A T I O N A T 2 4 F - V 4 A T S I M P L E S P A N B E A M S A N D 2 4 F - V 8 A T M U L T I - S P A N A N D C A N T I L E V E R E D B E A M S W I T H T H E F O L L O W I N G M I N I M U M P R O P E R T I E S : F B = 2 , 4 0 0 P S I , F V = 1 9 0 P S I , F C ( P E R P E N D I C U L A R ) = 6 5 0 P S I , E = 1 , 8 0 0 K S I . A L L B E A M S S H A L L B E F A B R I C A T E D U S I N G W A T E R P R O O F G L U E . F A B R I C A T I O N A N D H A N D L I N G P E R L A T E S T A I T C A N D W C L A S T A N D A R D S . B E A M S T O B E A R G R A D E S T A M P A N D A I T C S T A M P A N D C E R T I F I C A T E . C A M B E R A S S H O W N O N D R A W I N G S . S T A N D A R D C A M B E R I S B A S E D O N A R A D I U S O F C U R V A T U R E O F 2 0 0 0 F E E T . 6 . G L U E D - L A M I N A T E D C O L U M N S : G L U E D - L A M I N A T E D C O L U M N S S H A L L B E D O U G L A S F I R C O M B I N A T I O N 3 W I T H T H E F O L L O W I N G M I N I M U M P R O P E R T I E S : F B Y = 2 , 1 0 0 P S I , F B X = 2 0 0 0 P S I , F V Y = 2 3 0 P S I , F V X = 2 6 5 P S I , F C ( P E R P E N D I C U L A R ) = 6 5 0 P S I , E = 1 , 9 0 0 K S I . A L L C O L U M N S S H A L L B E F A B R I C A T E D U S I N G W A T E R P R O O F G L U E . F A B R I C A T I O N A N D H A N D L I N G P E R L A T E S T A I T C A N D W C L A S T A N D A R D S . C O L U M N S T O B E A R G R A D E S T A M P A N D A I T C S T A M P A N D C E R T I F I C A T E . 7 . L A M I N A T E D V E N E E R L U M B E R ( L V L ) : D E S I G N , F A B R I C A T I O N A N D E R E C T I O N I N A C C O R D A N C E W I T H T H E L A T E S T I C C - E S R E P O R T . M I N I M U M P R O P E R T I E S F O R L V L s S H A L L B E : F B = 2 , 6 0 0 P S I , F V = 2 8 5 P S I , E = 2 , 0 0 0 K S I . 8 . P A R A L L E L S T R A N D L U M B E R ( P S L ) : D E S I G N , F A B R I C A T I O N A N D E R E C T I O N I N A C C O R D A N C E W I T H T H E L A T E S T I C C - E S R E P O R T . M I N I M U M P R O P E R T I E S F O R P S L s S H A L L B E : F B = 2 , 9 0 0 P S I , F V = 2 9 0 P S I , E = 2 , 0 0 0 K S I . 9 . L A M I N A T E D S T R A N D L U M B E R ( L S L ) : D E S I G N , F A B R I C A T I O N A N D E R E C T I O N I N A C C O R D A N C E W I T H T H E L A T E S T I C C - E S R E P O R T . M I N I M U M P R O P E R T I E S F O R L S L s S H A L L B E : F B = 2 , 3 2 5 P S I , F V = 3 1 0 P S I , E = 1 , 5 5 0 K S I . 1 0 . S I L L P L A T E S R E S T I N G O N C O N C R E T E O R M A S O N R Y S H A L L B E O F T R E A T E D F I R . S H E A R W A L L S A N D E X T E R I O R W A L L S I L L S A T C O N C R E T E S L A B S H A L L H A V E A M I N I M U M O F ( 2 ) A N C H O R B O L T S P E R P I E C E . P R O V I D E A N C H O R B O L T A T 9 " M A X I M U M , 4 " M I N I M U M F R O M T H E E N D O F E A C H P I E C E A T S P L I C E O R E N D O F W A L L . M A X I M U M A N C H O R B O L T S P A C I N G S H A L L B E 7 2 " O N C E N T E R U N L E S S N O T E D O T H E R W I S E O N P L A N S O R D E T A I L S . A L L A N C H O R B O L T S ( O T H E R T H A N B O L T S F O R H O L D O W N S ) S H A L L E M B E D 7 " I N T O C O N C R E T E . A N C H O R B O L T S F O R H O L D O W N S S H A L L N O T B E C O N S I D E R E D A S P A R T O F R E Q U I R E D A N C H O R B O L T S O N S H E A R W A L L S . A L L E X T E R I O R W A L L S S H A L L B E S E C U R E D W I T H M I N I M U M A N C H O R B O L T S . I N T E R I O R W A L L S M A Y B E S E C U R E D T O C O N C R E T E W I T H E I T H E R A N C H O R B O L T S O R P O W E R D R I V E N S H O T P I N S U N L E S S N O T E D O T H E R W I S E O N P L A N S . 1 1 . B O L T I N G : A L L B O L T S I N W O O D C O N N E C T I O N S S H A L L C O N F O R M T O A S T M A 3 0 7 . B O L T S S H A L L B E I N S T A L L E D I N H O L E S B O R E D W I T H A B I T 1 1 6 " L A R G E R T H A N T H E Ø ( D I A M E T E R ) O F T H E B O L T . B O L T S A N D N U T S S E A T I N G O N W O O D S H A L L H A V E C U T S T E E L W A S H E R S U N D E R H E A D S A N D N U T S . N I C K T H R E A D S T O P R E V E N T L O O S E N I N G . 1 2 . P R E F A B R I C A T E D W O O D T R U S S E S : P R E F A B R I C A T E D W O O D T R U S S E S S H A L L B E D E S I G N E D T O S U P P O R T S E L F W E I G H T P L U S L I V E L O A D A N D S U P E R I M P O S E D D E A D L O A D S . W H E R E U N I N H A B I T A B L E A T T I C S P A C E C A N B E U S E D F O R S T O R A G E , A 2 0 P S F L I V E L O A D O N T H E B O T T O M C H O R D S H A L L B E I N C L U D E D I N T H E A N A L Y S I S . B R I D G I N G S I Z E A N D S P A C I N G B Y T R U S S M A N U F A C T U R E R U N L E S S N O T E D O T H E R W I S E . C O N T R A C T O R S H A L L S U B M I T S H O P D R A W I N G S W I T H D E S I G N C A L C U L A T I O N S S E A L E D B Y A R E G I S T E R E D E N G I N E E R F O R R E V I E W P R I O R T O M A N U F A C T U R E F O R B O T H R O O F A N D F L O O R T R U S S E S W H E N U S E D . S H O P D R A W I N G S S H A L L S H O W A N Y S P E C I A L D E T A I L S R E Q U I R E D A T B E A R I N G P O I N T S . A L L C O N N E C T O R S S H A L L H A V E C U R R E N T I C C - E S A P P R O V A L . A D D I T I O N A L T R U S S E S S H A L L B E S U P P L I E D A S R E Q U I R E D T O S U P P O R T M E C H A N I C A L E Q U I P M E N T . P E R I B C S E C T I O N 2 3 0 3 . 4 A N D T P I - 1 : E A C H T R U S S S H A L L B E L E G I B L Y B R A N D E D , M A R K E D O R O T H E R W I S E H A V E P E R M A N E N T L Y A F F I X E D T H E R E T O T H E I D E N T I T Y O F T H E C O M P A N Y M A N U F A C T U R I N G T H E T R U S S , T H E D E S I G N L O A D S , A N D T H E T R U S S S P A C I N G - W I T H I N T W O F E E T O F T H E C E N T E R O F T H E S P A N O N T H E F A C E O F T H E B O T T O M C H O R D . P R E F A B R I C A T E D W O O D / S T E E L W E B J O I S T / P U R L I N S ( T J I / T J L S E R I E S O R E Q U A L ) : D E S I G N , F A B R I C A T I O N A N D E R E C T I O N I N A C C O R D A N C E W I T H T H E L A T E S T E D I T I O N I C C - E S R E P O R T . C O N N E C T I O N S A N D B E A R I N G M A T E R I A L T O B E D E S I G N E D A N D F U R N I S H E D B Y J O I S T F A B R I C A T O R . C O N T R A C T O R S H A L L S U B M I T S H O P D R A W I N G S W I T H D E S I G N C A L C U L A T I O N S S E A L E D B Y A R E G I S T E R E D S T R U C T U R A L E N G I N E E R F O R R E V I E W P R I O R T O M A N U F A C T U R E . A D D I T I O N A L J O I S T S S H A L L B E S U P P L I E D A S R E Q U I R E D T O S U P P O R T M E C H A N I C A L E Q U I P M E N T . PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 1 . 0 1 2 / 1 1 / 2 0 AUXILIARY SERVICES BUILDING ANNEX BRIGHAM YOUNG UNIVERSITY-IDAHO RMSDBPIF20-325 GENERAL STRUCTURAL NOTES 525 S. CENTER ST. REXBURG IDAHO ... ... ... ... ... ... ....