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LA176557 7807 205th St W Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CZ 0.10 7807 205th Street Concept Approval ONLYSubject to Field Inspection Inspector Date 2015 MN Bldg Code 01/07/2020dmathews CZ 0.20 CZ 0.30 A0 M-1.1 FOUNDATION NOTES PLEASE NOTE - THIS PLAN IS DRAWN WITH 5-1/2" EXTERIOR WALLS AND DIMENSIIONS OF EXTERIOR WALLS ARE TO THE FACE OF STUD. WALL SHEATHING IS TO OVERHANG FOUNDATION IN AREAS THAT DO NOT HAVE EXTERIOR FOUNDATION INSULATION. A1 0.1 PLEASE NOTE - THIS PLAN IS DRAWN WITH 5-1/2" EXTERIOR WALLS AND DIMENSIIONS OF EXTERIOR WALLS ARE TO THE FACE OF STUD. WALL SHEATHING IS TO OVERHANG FOUNDATION IN AREAS THAT DO NOT HAVE EXTERIOR FOUNDATION INSULATION. FAN A1 6-1.1 2 G G CAR ARA E 1 G G CAR ARA E FLOORPLAN NOTES 1'-10" PLEASE NOTE - THIS PLAN IS DRAWN WITH 5-1/2" EXTERIOR WALLS AND DIMENSIIONS OF EXTERIOR WALLS ARE TO THE FACE OF STUD. WALL SHEATHING IS TO OVERHANG FOUNDATIONIN AREAS THAT DO NOT HAVE EXTERIOR FOUNDATION INSULATION. FAN FAN -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). A2 B.1 A2 B.2 ELEVATION HR2G ATTIC VENT SCHEDULE VENTILATION REQUIRED AND SUPPLIED IS BASED ON POT VENT VALUES AND RIDGE VENT VALUES SHOWN IN TABLE ABOVE** CONTRACTORS INSTALLING VENTILATION ARE RESPONSIBLE FOR VERIFYING THAT VENTS USED WILL SUPPY VENTILATION TO MEET CODE REQUIREMENTS* SCHEDULE HAS BEEN CALCULATED ASSUMING EAVE VENTILATION AT 50-60% OF TOTAL AND RIDGE AT 40-50% OF TOTAL REQUIRED VENTILATION ROOF AREA "A"SQ FTG 2040 AT / NEAR RIDGE AT / NEAR EAVE VENT TYPE SQ. FT.REQUIREDRANGE SQ. FT.SUPPLIED PERCENTOF TOTALSUPPLIED POT LARGE (SQ. IN. EACH) POT SMALL (SQ. IN. EACH) RIDGE VENT (SQ. IN. PER LF) EAVE VENT (SQ. IN. EACH) CONT. VENT (SQ. IN. PER LF) 61.00 40.00 18.00 28.00 10.00 HIGH - POTVENTS ONLY 2.72 3.40 3.39 49.39 8 0 AT EAVE 4.08 3.40 3.47 50.61 0 50.00 TOTAL (MIN)6.80 6.80 6.86 100.00 HIGH -RIDGE VENT 2.72 3.40 3.38 49.29 0 0 27.00 AT EAVE 4.08 3.40 3.47 50.71 0 50.00 TOTAL (MIN)6.80 6.80 6.85 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE 9 Secure door closed until deck is constructed with a separate permit. copyright : MULHERN & KULPStructural Engineering, Inc.c12-03-19 NJM PHM 125-19005 Northfield Model7807 205th Street WLinden RidgeMN- Division copyright : MULHERN & KULPStructural Engineering, Inc.c12-03-19 NJM PHM 125-19005 Northfield Model7807 205th Street WLinden RidgeMN- DivisionUFER Ground copyright : MULHERN & KULPStructural Engineering, Inc.c12-03-19 NJM PHM 125-19005 Northfield Model7807 205th Street WLinden RidgeMN- DivisionPFG PFG copyright : MULHERN & KULPStructural Engineering, Inc.c12-03-19 NJM PHM 125-19005 Northfield Model7807 205th Street WLinden RidgeMN- Division copyright : MULHERN & KULPStructural Engineering, Inc.c12-03-19 NJM PHM 125-19005 Northfield Model7807 205th Street WLinden RidgeMN- Division 5-1/4" hold down at door AD 2.0 E SCALE: 1-1/2" = 1'-0" - VINYL SIDING - DAYLIGHT/WALKOUT FOUNDATION INSULATION DETAIL A SCALE: 1-1/2" = 1'-0"SIDING AND TRIM PER ELEVATION TYPICAL 1 STORY WALL SECTION w/ BASEMENT C SCALE: 1-1/2" = 1'-0" - ENG. SIDING - DAYLIGHT/WALKOUT FOUNDATION INSULATION DETAIL D SCALE: 1-1/2" = 1'-0" - VINYL SIDING - IN-GRADE BASEMENT FOUNDATION INSULATION DETAIL B SCALE: 1-1/2" = 1'-0" - ENG. SIDING - IN-GRADE BASEMENT FOUNDATION INSULATION DETAIL AD 2.2 B SCALE: 3/4" = 1'-0" - OVER GARAGE HVAC INSULATION DET. A SCALE: 1-1/2" = 1'-0" SIDING AND TRIM PER ELEVATION TYPICAL WALL SECTION w/ DAYLIGHT BASEMENT AD 2.3 B SCALE: 1-1/2" = 1'-0" - ENG. SIDING - WALKOUT FOUNDATION INSULATION DETAIL A SCALE: 1-1/2" = 1'-0"SIDING AND TRIM PER ELEVATION TYPICAL WALL SECTION w/ WALKOUT BASEMENT AD 2.4 A SCALE: 1-1/2" = 1'-0" SIDING AND TRIM PER ELEVATION TYPICAL GARAGE / BASEMENT FOUNDATION SECTION B SCALE: 1-1/2" = 1'-0"SIDING AND TRIM PER ELEVATION TYPICAL GARAGE FOUNDATION SECTION AD 2.5 C SCALE: 1-1/2" = 1'-0"SIDING AND TRIM PER ELEVATION TYPICAL PORCH FOUNDATION SECTION w/ BASEMENT B SCALE: 1-1/2" = 1'-0" TYPICAL PORCH FOUNDATION SECTION A SCALE: 1-1/2" = 1'-0"SIDING AND TRIM PER ELEVATION TYPICAL PORCH/GARAGE FOUNDATION SECTION START FRAMING HERE JOISTS @ 12" OCProductsPlotID Net Qty Product Length PliesJ1 22 11-7/8" BCI® 6000s-1.8 22' 0" 1J2 7 11-7/8" BCI® 6000s-1.8 18' 0" 1J3 2 11-7/8" BCI® 6000s-1.8 8' 0" 1J4 1 11-7/8" BCI® 6000s-1.8 6' 0" 1Ca1 10 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1UPPER LEVELSEE LAYOUT 2GARAGE SLABPORCH SLABSTAIRWAYSTAIRWAYKITCHENISLANDCa1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1J4J1J2J1J320' 4"29' 8"50' 0" 1' 0"12' 4" 7' 0" 29' 8"50' 0" 20' 0"10' 0" 15' 0"45' 0"45' 0"Sheet: 1 of 2DWG: MAIN FLOORFile: NorthfieldBy: Anthony EstevezDate: 1-2-19Scale: 1/4" = 1' - 0"BC FRAMERA PULTE HOMES MODELby:Boise CascadeLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.Revisions:BY:FLOOR LOADS USED IN DESIGN:LIVE LOAD: 40 PSFDEAD LOAD: 20 PSFFLOOR LOAD ACCOUNTSFOR TILE LOADSDESIGN = L/480cut, notch or drill flangesDO NOTDN01Boise I-Joist can be offset up to 3" to avoid vertical plumbing.Joist3" maxCLJoist3" maxCLOJ-AREFER TO STRUCTURALDOCUMENTS FOR MORE DETAILS(stacked over wall below)Load bearing wall aboveSee Boise literature forvertical load capacity.BCI Joist Blocking®F06See Boise literature forNail Boise Rimboardnail into each flange.to BCI joist with 8dBoise Rimboardvertical load capacity.®F07vertical load capacity.See Boise literature forF07-ABacker BlocksHeaderSingle joist as trimmer allowableif structurally adequateF17-B START FRAMING HEREJOISTS @ 16" OCProductsPlotID Net Qty Product Length PliesJ1 12 14" BCI® 6000s-1.8 30' 0" 1J2 5 14" BCI® 6000s-1.8 22' 0" 1J3 2 14" BCI® 6000s-1.8 16' 0" 1J4 7 14" BCI® 6000s-1.8 10' 0" 1J5 1 14" BCI® 6000s-1.8 8' 0" 1B1 1 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 8' 0" 1Ca1 9 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1Connector SummaryPlotID Qty Manuf ProductH1 10 Simpson IUS2.37/14GARAGE SLABSTAIRWAYPORCH SLABSTAIRWAYMAIN LEVELSEE LAYOUT 1B1Ca1Ca1Ca1Ca1Ca1Ca1Ca1J5H1H1J4J4J2J1J345' 0"45' 0"15' 0"10' 0"20' 0"29' 8"7' 0" 12' 4"1' 0"50' 0" 20' 4"50' 0" 29' 8"1' 4"1' 4"1' 4"Sheet: 2 of 2DWG: UPPER FLOORFile: NorthfieldBy: Anthony EstevezDate: 1-2-19Scale: 1/4" = 1' - 0"BC FRAMERA PULTE HOMES MODELby:Boise CascadeLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.Revisions:BY:FLOOR LOADS USED IN DESIGN:LIVE LOAD: 40 PSFDEAD LOAD: 20 PSFFLOOR LOAD ACCOUNTSFOR TILE LOADSDESIGN = L/480cut, notch or drill flangesDO NOTDN01Boise I-Joist can be offset up to 3" to avoid vertical plumbing.Joist3" maxCLJoist3" maxCLOJ-AREFER TO STRUCTURALDOCUMENTS FOR MORE DETAILS(stacked over wall below)Load bearing wall aboveSee Boise literature forvertical load capacity.BCI Joist Blocking®F06See Boise literature forNail Boise Rimboardnail into each flange.to BCI joist with 8dBoise Rimboardvertical load capacity.®F07vertical load capacity.See Boise literature forF07-ABacker BlocksHeaderSingle joist as trimmer allowableif structurally adequateF17-B ENGLISH INSTALL EASTERN INSTALLATION GUIDE for products manufactured in Alexandria [Lena], Louisiana )LOOHUEORFN1DLOZLWKGQDLOV %DFNHUEORFNUHTXLUHGZKHUHWRSIODQJHMRLVWKDQJHUORDGH[FHHGVOEV,QVWDOOWLJKWWRWRSIODQJH -RLVW+DQJHU %DFNHUEORFN PLQLPXPZLGH 1DLOZLWKGQDLOV %&,-RLVWEORFNLQJ )RUORDGEHDULQJZDOODERYH VWDFNHGRYHUZDOOEHORZ BCI® Ceiling Joist with Bevel Ending Cut (For Limited-Access Attics Only) END BEARING DETAILS F07BF07 F02 F01 F27A F08F52 F03 F07A F09 F06 F14F05F58 NOTES TO FLOOR FRAMING DETAILS VERSA-LAM® Beam Details WARNING BCI® Joists — Roof Framing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óNQRFNRXWKROHVDWDSSUR[LPDWHO\RFDUHSUHSXQFKHG 9(56$/$0KHDGHURUDQ%&,KHDGHU :KHQLQVWDOOLQJ%RLVH&DVFDGH(:3SURGXFWVZLWKWUHDWHGZRRGXVHRQO\FRQQHFWRUVIDVWHQHUVWKDWDUHDSSURYHGIRUXVHZLWKWKHFRUUHVSRQGLQJZRRGWUHDWPHQW %&,EORFNLQJRU[´VTXDVKEORFNRQHDFKVLGHUHTXLUHGZKHQVXSSRUWLQJDORDGEHDULQJZDOODERYH BCI® Joists — Floor FramingEastern Product Profiles EIG folded 07/2014Copyright © Boise Cascade Company 2014 Lifetime Guaranteed Quality and Performance Boise Cascade warrants its BCI® Joist, VERSA-LAM®, and ALLJOIST® products to comply with our specifications, to be free from defects in material and workmanship, and to meet or exceed our performance specifications for the normal and expected life of the structure when correctly stored, installed, and used according to our Installation Guide. For information about Boise Cascade's engineered wood products, including sales terms and conditions, warranties and disclaimers, visit our website at www.BCewp.com To locate your nearest Boise Cascade Engineered Wood Products distributor, call 1-800-232-0788 About Floor Performance Homeowner’s expectations and opinions vary greatly due to the subjective nature of rating a new floor. Communication with the ultimate end user to determine their expectation is critical. Vibration is usually the cause of most complaints. Installing lateral bridging may help; however, squeaks may occur if not installed properly. Spacing the joists closer together does little to affect the perception of the floor's performance. The most common methods used to increase the performance and reduce vibration of wood floor systems is to increase the joist depth, limit joist deflections, glue and screw a thicker, tongue-and-groove subfloor, install the joists vertically plumb with level-bearing supports, and install a direct-attached ceiling to the bottom flanges of the joists. The floor span tables listed below offer three very different performance options, based on performance requirements of the homeowner. • Span table is based on a residential floor load of 40 psf live load and 10 psf dead load (12 psf dead load for 90s 2.0 joists). • Span values assume 23/32" minimum plywood/OSB rated sheathing is glued and nailed to joists for composite action (joists spaced at 32" o.c. require sheathing rated for such spacing - ⅞" plywood/OSB).• Span values represent the most restrictive of simple or multiple span applications. Analyze multiple span joists with BC CALC® sizing software if the length of any span is less than half the length of an adjacent span. • Span values are the maximum allowable clear distance between supports. • Table values assume minimum bearing lengths without web stiffeners for joist depths of 16" inches and less. • Floor tile will increase dead load and may require specific deflection limits, contact Boise Cascade EWP Engineering for further information. • This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® sizing software. (Shaded values do not satisfy the requirements of the North Carolina State Building Code. Refer to the THREE STAR table when spans exceed 20 feet.) BCI® Joists are manufactured with 11/2" round perforated knockouts in the web at approximately 12" on center DO cut in web area as specifiedDO NOT cut or notch flange • Select a table row based on joist depth and the actual joist span rounded up to the nearest table span. Scan across the row to the column headed by the appropriate round hole diameter or rectangular hole side. Use the longest side of a rectangular hole. The table value is the closest that the centerline of the hole may be to the centerline of the nearest support. • The entire web may be cut out. DO NOT cut the flanges. Holes apply to either single or multiple joists in repetitive member conditions. • For multiple holes, the amount of uncut web between holes must equal at least twice the diameter (or longest side) of the largest hole. • 1½" round knockouts in the web may be removed by using a short piece of metal pipe and hammer. • Holes may be positioned vertically anywhere in the web. The joist may be set with the 1½" knockout holes turned either up or down. • This table was designed to apply to the design conditions covered by tables elsewhere in this publication (maximum uniform PLF load). Use the BC CALC® software to check other hole sizes or holes under other design conditions. It may be possible to exceed the limita tions of this table by analyzing a specific applica tion with the BC CALC® software. ' VHHWDEOHEHORZ ' VHHWDEOHEHORZ 0LQLPXPVSDFLQJ [JUHDWHVWGLPHQVLRQRIODUJHVWKROH NQRFNRXWVH[HPSW 'RQRWFXWKROHVODUJHUWKDQóURXQGLQFDQWLOHYHUV $óURXQGKROHPD\EHFXWDQ\ZKHUHLQWKHZHE3URYLGHDWOHDVWRIFOHDUDQFHIURPRWKHUKROHV 1RKROHV H[FHSWNQRFNRXWV DOORZHGLQEHDULQJ]RQHV MINIMUM DISTANCE (D) FROM ANY SUPPORT TO THE CENTERLINE OF THE HOLE Round Hole Diameter [in] Rectangular Hole Side [in] Any 9½" Joist Span[ft] 8 12 16 Round Hole Diameter [in] Rectangular Hole Side [in] Any 11⅞" Joist Span[ft] 8 12 16 20 Round Hole Diameter [in] Rectangular Hole Side [in] Any 14" Joist Span[ft] 8 12 16 20 24 Round Hole Diameter [in] Rectangular Hole Side [in] Any 16" Joist Span[ft] 8 12 16 20 24 2 3 4 5 6 6½7 8 8⅞9 10 11 12 13 ---3 5 6 7 ------- 1'-0''1'-1''1'-5''2'-1''2'-9''3'-1''3'-5'' 1'-0''1'-2''2'-2''3'-2''4'-2''4'-8''5'-2'' 1'-0''1'-7''2'-11''4'-3''5'-7''6'-3''6'-11'' 2 3 4 5 6 6½7 8 8⅞9 10 11 12 13 ---2 3 4 5 7 8 ----- 1'-0''1'-1''1'-5''1'-10''2'-4''2'-7''2'-10''3'-4''3'-9'' 1'-0''1'-4''2'-1''2'-10''3'-7''3'-11''4'-3''5'-0''5'-8'' 1'-0''1'-10''2'-10''3'-9''4'-9''5'-3''5'-9''6'-9''7'-7'' 1'-1''2'-3''3'-6''4'-9''5'-11''6'-7''7'-2''8'-5''9'-6'' 2 3 4 5 6 6½7 8 8⅞9 10 11 12 13 ----2 3 3 5 6 6 8 9 -- 1'-0''1'-1''1'-2''1'-3''1'-8''1'-10''2'-1''2'-6''2'-10''2'-11''3'-4''3'-8'' 1'-0''1'-1''1'-3''1'-10''2'-6''2'-10''3'-1''3'-9''4'-3''4'-4''5'-0''5'-7'' 1'-0''1'-1''1'-8''2'-6''3'-4''3'-9''4'-2''5'-0''5'-8''5'-10''6'-8''7'-5'' 1'-0''1'-1''2'-1''3'-2''4'-2''4'-8''5'-2''6'-3''7'-2''7'-3''8'-4''9'-4'' 1'-0''1'-4''2'-6''3'-9''5'-0''5'-8''6'-3''7'-6''8'-7''8'-9''10'-0''11'-2'' 2 3 4 5 6 6½7 8 8⅞9 10 11 12 13 ------2 3 5 5 6 8 9 10 1'-0''1'-1''1'-2''1'-2''1'-3''1'-3''1'-3''1'-7''1'-11''2'-0''2'-5''2'-9''3'-2''3'-7'' 1'-0''1'-1''1'-2''1'-2''1'-3''1'-6''1'-10''2'-5''2'-11''3'-0''3'-7''4'-2''4'-9''5'-4'' 1'-0''1'-1''1'-2''1'-2''1'-8''2'-1''2'-6''3'-3''3'-11''4'-0''4'-10''5'-7''6'-4''7'-2'' 1'-0''1'-1''1'-2''1'-2''2'-1''2'-7''3'-1''4'-1''4'-11''5'-1''6'-0''7'-0''8'-0''8'-11'' 1'-0''1'-1''1'-2''1'-4''2'-6''3'-1''3'-9''4'-11''5'-11''6'-1''7'-3''8'-5''9'-7''10'-9'' For load-bearing cantilever details, see PANELS 3 & 4. See PANEL 1 for allowable hole sizes and location. F15 F01 F02 F15 F06 F09 Boise Cascade Rimboard. See pages 6 and 25 of the Eastern Specifier Guide. F07 F27A F58 [BOHGJHU 'LPHQVLRQOXPEHULVQRWVXLWDEOHIRUXVHDVULPERDUGZLWK%&,-RLVWV 1DLO%RLVH&DVFDGH5LPERDUGWR%&,-RLVWVZLWKGQDLOLQWRHDFKIODQJH 'LPHQVLRQOXPEHULVQRWVXLWDEOHIRUXVHDVULPERDUGZLWK%&,-RLVWV %&,-RLVWEORFNLQJ%&,ULPMRLVW 7RS)ODQJHRU)DFH0RXQW-RLVW+DQJHU 9(56$/$0 6ROLGEORFNDOOSRVWVIURPDERYHWREHDULQJEHORZ 7ROLPLWVSOLWWLQJIODQJHVWDUWQDLOVDWOHDVWóIURPHQG1DLOVPD\QHHGWREHGULYHQDWDQDQJOHWROLPLWVSOLWWLQJRIEHDULQJSODWH ó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or load bearing cantilever, see pgs 8 and 9 of the Eastern Specifier Guide. Uplift on back span shall be considered in all cantilever designs. Blocking or other lateral support required at end supports. BCI® Rafter Header Multiple BCI® Rafters may be required. Blocking not shown for clarity. FOR INSTALLATION STABILITY, Temporary strut lines - (1x4 min.) 8 ft. on center maximum. Fasten at each joist with two 8d nails minimum. Structural ridge VERSA-LAM® or load-bearing wall required. When installing Boise Cascade EWP products with treated wood, use only connectors/ fasteners that are approved for use with the corresponding wood treatment. R06 R02 R04 R03 R05 R01 BCI® Rafters 6LPSVRQ93$RU863703FRQQHFWRUVRUHTXDOFDQEHXVHGLQOLHXRIEHYHOHGSODWHIRUVORSHVIURPWR [EHYHOHGSODWHIRUVORSHJUHDWHUWKDQ DO NOT bevel cut VERSA-LAM® beyond inside face of wall without approval from Boise Cascade EWP Engineering or BC CALC® software analysis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´9µFXW ð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bevel-cut joist beyond inside face of wall, except for specific conditions in details shown on PANEL 2. Additional floor framing details available with BC FRAMER® software (see page 33 of the Eastern Specifier Guide) Additional roof framing details available with BC FRAMER® software (see page 33 of the Eastern Specifier Guide) 5RRI6SDQ • The tables and details shown in this guide indicate the type of reinforcements, if any, that are required for load-bearing cantilevers up to a maximum length of 2'-0". Cantilevers longer than 2'-0" cannot be reinforced. However, longer cantilevers with lower loads may be allowable without reinforcement. Analyze specific applica tions with the BC CALC® software. PLYWOOD / OSB REINFORCEMENT (If Required per BC CALC® analysis) Analyze BCI® Load Bearing Cantilevers in BC CALC® Software • 23/32" Min. x 48" long plywood / OSB rated sheathing must match the full depth of the BCI® Joist. Nail to the BCI® Joist with 8d nails at 6" o.c. and nail with 4-8d nails into backer block. When reinforcing both sides, stagger nails to limit splitting. Install with horizontal face grain. • Contact Boise Cascade EWP Engineering for reinforcement require ments on BCI® Joist depths greater than 16". %&,-RLVWEORFNLQJ :RRG6WUXFWXUDO3DQHO&ORVXUH 'U\ZDOO&HLOLQJRU:RRG6WUXFWXUDO3DQHO6RIILW%DFN6SDQ 0D[LPXP %DFN6SDQ1RWWRH[FHHG :RRGEDFNHUEORFN6HHSDJHRI:HVWHUQ6SHFLILHU*XLGH óPLQEHDULQJ %DFN6SDQ 0D[LPXP %DFN6SDQQRWWRH[FHHG %&,-RLVWEORFNLQJ [PLQLPXP 0LQLPXPó7LPHV &DQWLOHYHU/HQJWK 6HFWLRQ9LHZ [&ORVXUH BCI® Joists are intended only for applications that provide permanent protection from the weather.Fasten the 2x8 minimum to the BCI® Joist by nailing through the backer block and joist web with 2 rows of 10d nails at 6" on center. Use 16d nails with BCI® 90s 2.0 joists. Clinch all nails. • These details apply to cantilevers with uniform loads only. • It may be possible to exceed the limitations of these details by analyzing a specific application with the BC CALC® software. Wood backer block See PANEL 2 of this guide. KEY TO TABLE0 No Reinforcement Required WS Web Stiffeners at Support 1 Web Stiffeners Plus One Reinforcer 2 Web Stiffeners Plus Two Reinforcers X Use Deeper Joists or Closer Spacing 1. Cut 48" long reinforcers to match the joist depth. Use min. 23/32" plywood/OSB-rated sheathing, Exposure 1, 48/24 Span Rating panels. The face grain must be horizontal (measure the 48" dimension along the long edge of the panel). 2. Fasten the reinforcer to the joist flanges with 8d nails at 6" o.c. When reinforcing both sides, stagger the nails to avoid splitting the joist flanges.3. Attach web stiffeners per intermediate Web Stiffener Nailing Schedule on PANEL 2.4. Use the BC CALC® sizing software to analyze conditions that are not covered by this table. It may be possible to exceed the limitations of this table by analyzing a specific application with BC CALC® sizing software. Notes 1. Square and rectangular holes are not permitted.2. Round holes may be drilled or cut with a hole saw anywhere within the shaded area of the beam.3. The horizontal distance between adjacent holes must be at least two times the size of the larger hole. 4. Do not drill more than three access holes in any four foot long section of beam. 5. The maximum round hole diameter permitted is: Beam Depth Max. Hole Diameter 51/2"3/4" 71/4"1" 91/4" and greater 2" 6. These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are governed by the provisions of the National Design Specification® for Wood Construction. 7. Beams deflect under load. Size holes to provide clearance where required. 8. This hole chart is valid for beams supporting uniform load only. For beams supporting concentrated loads or for beams with larger holes, contact Boise Cascade EWP Engineering. 6HH1RWH 'HSWK 'HSWK 'HSWK 6SDQ 6SDQ (QG%HDULQJ ,QWHUPHGLDWH%HDULQJ Designing Connections for Multiple VERSA-LAM® Members When using multiple ply VERSA-LAM® beams to create a wider member, the connection of the plies is as critical as determining the beam size. When side loaded beams are not connected properly, the inside plies do not support their share of the load and thus the load-carrying capacity of the full member decreases significantly. The following is an example of how to size and connect a multiple-ply VERSA-LAM® floor beam. Given: Beam shown below is supporting residential floor load (40 psf live load, 10 psf dead load) and is spanning 16'-0". Beam depth is limited to 14". Find: A multiple 13/4" ply VERSA-LAM® that is adequate to support the design loads and the member's proper connection schedule. 1. Calculate the tributary width that beam is supporting: 14' / 2 + 18' / 2 = 16'.2. Use PLF tables on pages 28-30 of ESG or BC CALC® to size beam. A Triple VERSA-LAM® 2.0 3100 13/4" x 14" is found to adequately support the design loads.3. Calculate the maximum plf load from one side (the right side in this case). Max. Side Load = (18' / 2) x (40 + 10 psf) = 450 plf4. Go to the Multiple Member Connection Table, Side-Loaded Applications, 13/4" VERSA-LAM®, 3 members.5. The proper connection schedule must have a capacity greater than the max. side load: Nailed: 3 rows 16d sinkers @ 12" o.c: 525 plf is greater than 450 plf OK Bolts: 1/2" diameter 2 rows @ 12" staggered: 755 plf is greater than 450 plf OK +DQJHUVQRWVKRZQIRUFODULW\ 1. Design values apply to common bolts that conform to ANSI/ASME standard B18.21-1981 (ASTM A307 Grades A&B, SAE J429 Grades 1 or 2, or higher). A washer not less than a standard cut washer shall be between the wood and the bolt head and between the wood and the nut. The distance from the edge of the beam to the bolt holes must be at least 2" for ½" bolts and 2½" for ⅝" bolts. Bolt holes shall be the same diameter as the bolt.2. The nail schedules shown apply to both sides of a 3-member beam. 3. 16d box nails = 0.135" diameter x 3.5" length, 16d sinker nails = 0.148" diameter x 3.25" length. 4. 7" wide beams must be top-loaded or loaded from both sides (lesser side shall be no less than 25% of opposite side). Side-Loaded Applications Number ofMembers Maximum Uniform Side Load [plf] Nailed (3)½" Dia. Through Bolt(1)⅝" Dia. Through Bolt(1) 2 rows 16d Sinkers @ 12" o.c. 3 rows 16d Sinkers @ 12" o.c. 2 rows @24" o.c. staggered 2 rows @12" o.c. staggered 2 rows @6" o.c. staggered 2 rows @24" o.c. staggered 2 rows @12" o.c. staggered 2 rows @6" o.c. staggered1¾" VERSA-LAM® (Depths of 18" and less) 2 470 705 505 1010 2020 560 1120 2245 3(2)350 525 375 755 1515 420 840 1685 4(3)use bolt schedule 335 670 1345 370 745 1495 3½" VERSA-LAM® 2(3)use bolt schedule 855 1715 N/A 1125 2250 N/A 1¾" VERSA-LAM® (Depths of 24") Number ofMembers Nailed (3)½" Dia. Through Bolt(1)⅝" Dia. Through Bolt(1) 2 rows 16d Sinkers @ 12" o.c. 3 rows 16d Sinkers @ 12" o.c. 3 rows @ 24" o.c., 8" staggered 3 rows @ 18" o.c., 6" staggered 3 rows @ 12" o.c., 4" staggered 3 rows @ 24" o.c., 8" staggered 3 rows @ 18" o.c., 6" staggered 3 rows @ 12" o.c., 4" staggered 2 705 940 755 1010 1515 840 1120 1685 3 (2)525 705 565 755 1135 630 840 1260 4 (4)use bolt schedule 505 670 1010 560 745 1120 Top-Loaded ApplicationsFor top-loaded beams and beams with side loads with less than those shown: Plies Depth Nailing (2) Maximum Uniform Load From One Side (2) 1¾" plies Depth 11⅞" & less 2 rows 16d box/sinker nails @ 12" o.c.400 plf Depth 14" - 18"3 rows 16d box/sinker nails @ 12" o.c.600 plf Depth = 24"4 rows 16d box/sinker nails @ 12" o.c.800 plf (3) 1¾" plies (1)Depth 11⅞" & less 2 rows 16d box/sinker nails @ 12" o.c.300 plf Depth 14" - 18"3 rows 16d box/sinker nails @ 12" o.c.450 plf Depth = 24"4 rows 16d box/sinker nails @ 12" o.c.600 plf (4) 1¾" plies Depth 18" & less 2 rows ½" bolts @ 24" o.c., staggered 335 plf Depth = 24"3 rows ½" bolts @ 24" o.c., staggered every 8"505 plf (2) 3½" plies Depth 18" & less 2 rows ½" bolts @ 24" o.c., staggered 855 plfDepth 20" - 24" 3 rows ½" bolts @ 24" o.c., staggered every 8"1285 plf 1. The nail schedules shown apply to both sides of a 3-member beam. 2. 16d box nails = 0.135" diameter x 3.5" length, 16d sinker nails = 0.148" diameter x 3.25" length. 3. Beams wider than 7" must be designed by the engineer of record.4. All values in these tables may be increased by 15% for snow-load roofs and by 25% for non-snow load roofs where the building code allows.5. Use allowable load tables or BC CALC® software to size beams.6. An equivalent specific gravity of 0.5 may be used when designing specific connections with VERSA-LAM®. 7. Connection values are based upon the 2012 NDS.8. FastenMaster TrussLok, Simpson Strong-Tie SDW or SDS, and USP WS screws may also be used to connect multiple member VERSA-LAM® beams, contact Boise Cascade EWP Engineering for further information. • If more than one row of nails is used, the rows must be offset at least 1/2 inch. • Simpson Strong-Tie A35 connectors may be attached to the side of BCI® 60s and 90s joist flanges only. Use nails as specified by Simpson Strong-Tie; do not attach connectors on both sides of a flange at the same location. BCI® Joists Nail Size All BCI® Joists Nailing Perpendicular to Glue Line (Wide Face)Nailing Parallel to Glue Line (Narrow Face)O.C. Spacing[inches]End of Joist[inches]O.C. Spacing[inches]End of Joist[inches] 8d Box (0.113"ø x 2.5")2 1½4 1½ 8d Common (0.131"ø x 2.5")2 1½4 3 10d & 12d Box (0.128"ø x 3", 3.25")2 1½4 3 16d Box (0.135"ø x 3.5")2 1½4 310d & 12d Common &16d Sinker (0.148"ø x 3", 3.25") 3 2 6 4 16d Common (0.162"ø x 3.5")3 2 6 4 Nailing Perpendicular to Glue Lines (Wide Face) Nailing Parallel to Glue Lines (Narrow Face) VERSA-LAM® Products Nail Size Nailing Parallel to Glue Lines(Narrow Face) (1) Nailing Perpendicular to Glue Lines(Wide Face)VERSA-LAM® 1.4 180015/16"VERSA-LAM® 1¾"VERSA-LAM® 3½ & Wider All Products O.C. [in]End [in]O.C. [in]End [in]O.C. [in]End [in]O.C. [in]End [in] 8d Box (0.113"ø x 2.5")3 1½2 1 2 ½2 ½ 8d Common (0.131"ø x 2.5")3 2 3 2 2 1 2 1 10d & 12d Box (0.128"ø x 3", 3.25")3 2 3 2 2 1 2 1 16d Box (0.135"ø x 3.5")3 2 3 2 2 1 2 1 10d & 12d Common &16d Sinker (0.148"ø x 3", 3.25") 4 3 4 3 2 2 2 2 16d Common (0.162"ø x 3.5")6 4 6 3 2 2 2 2 • Offset and stagger nail rows from floor sheathing and wall sole plate. • Simpson Strong-Tie A35 and LPT4 connectors may be attached to the side VERSA-LAM®//VERSA-RIM®. Use nails as specified by Simpson Strong-Tie. Nailing Parallel to Glue Lines (Narrow Face) Nailing Notes 1) For 1¾" thickness and greater, 2 rows of nails (such as for a metal strap) are allowed (use ½" minimum offset between rows and stagger nails). Nailing Perpendicular to Glue Lines (Wide Face) BCI® Joists VERSA-LAM® & VERSA-RIM® Products BCI® Joist Hole Location & Sizing SAFETY WARNING DO NOT ALLOW WORKERS ON BCI® JOISTS UNTIL ALL HANGERS, BCI® RIM JOISTS, RIM BOARDS, BCI® BLOCKING PANELS, X-BRACING AND TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: • Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI® Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI® Joists at the end of the bay. • All hangers, BCI® rim joists, rim boards, BCI® blocking panels, and x-bracing must be completely installed and properly nailed as each BCI® Joist is set.• Install temporary 1x4 strut lines at no more than eight feet on center as additional BCI® Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI® Joist with two 8d nails. • The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges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and VERSA-STUD are trademarks of Boise Cascade Company or its affiliates. For information about Boise Cascade's engineered wood products including our local distributors, visit our website at www.BCewp.com or call us at 1-800-232-0788 NOTES • Web stiffeners are optional except as noted below. • Web stiffeners are always required in hangers that do not extend up to support the top flange of the BCI® Joist. Web stiffeners may be required with certain sloped or skewed hangers or to achieve uplift values. Refer to the hanger manufacturer's installation requirements. • Web stiffeners are always required in certain roof applications. See Roof Framing Details on PANEL 3. • Web stiffeners are always required under concentrated loads that exceed 1000 pounds. Install the web stiffeners snug to the top flange in this situation. Follow the nailing schedule for intermediate bearings. • Web stiffeners may be cut from structural rated wood panels, engineered rimboard or 2x lumber (BCI® 90s only). • For Structural Capacity: Web stiffeners needed to increase the BCI® Joist’s reaction capacity at a specific bearing location. • Lateral Restraint in Hanger: Web stiffeners required when hanger does not laterally support the top flange (e.g., adjustable height hangers). Web stiffeners may be of multiple thickness (e.g., BCI® 6500s, double ½" panel OK). • Web stiffeners may be used to increase allowable reaction values. See BCI® Design Properties on page 24 of the ESG or the BC CALC® software. BUILDING CODE EVALUATION REPORTS: BCI® JOISTS BLDG CODE EVALUATION REPORTS - ICC ESR 1336 (IBC, IRC) VERSA-LAM® BLDG CODE EVALUATION REPORTS - ICC ESR 1040 (IBC, IRC) Web Stiffener Requirements óDLUVSDFHUHTXLUHGEHWZHHQFRQFUHWHDQGZRRG 3URYLGHPRLVWXUHEDUULHUDWVXSSRUWDQGODWHUDOUHVWUDLQW %HDULQJDW&RQFUHWH0DVRQU\:DOOV 6WUDSSHUFRGHLIWRSSODWHLVQRWFRQWLQXRXVRYHUKHDGHU 7ULPPHUV %HDULQJIRUGRRURUZLQGRZKHDGHU 9(56$/$0FROXPQ &ROXPQFDSGULOOLQJSHUPLWWHGIRUVWDQGDUGFRQQHFWRU 3URYLGHDGHTXDWHODWHUDOVXSSRUW 6ORSHGVHDWFXW1RWWRH[FHHGLQVLGHIDFHRIEHDULQJDO NOT bevel cut VERSA-LAM® beyond inside face of wall without approval from Boise Cascade EWP Engineering or BC CALC® software analysis. 6WUDSSHUFRGHLIWRSSODWHLVQRWFRQWLQXRXV %HDPIUDPLQJLQWRZDOO +DQJHU 0RLVWXUHEDUULHUEHWZHHQFRQFUHWHDQGZRRG %HDPWRPDVRQU\ RUFRQFUHWH ZDOO :RRGWRSSODWHPXVWEHIOXVKZLWKLQVLGHRIZDOO 9HULI\KDQJHUFDSDFLW\ZLWKKDQJHUOLWHUDWXUH VERSA-LAM® Installation Notes • Minimum of 1/2" air space between beam and wall pocket or adequate barrier must be provided between beam and concrete/masonry.• Adequate bearing shall be provided. If not shown on plans, please refer to load tables in your region's Specifier Guide. • VERSA-LAM® beams are intended for interior applications only and should be kept as dry as possible during construction.• Continuous lateral support of top of beam shall be provided (side or top bearing framing). Closest Allowable Nail Spacing Boise Cascade Rimboard Properties LATERAL SUPPORT• BCI® Joists shall be laterally supported at the ends with hangers, rimboard, BCI® rim joist or blocking panels. BCI® blocking panels or rimboard are required at cantilever supports.• Blocking may be required at intermediate bearings for floor diaphragm per IRC in high seismic areas, consult local building official.MINIMUM BEARING LENGTH FOR BCI® JOISTS• Minimum end bearing: 1½" for all BCI® Joists. 3½" is required at cantilever and intermediate supports.• Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report or the BC CALC® software.NAILING REQUIREMENTS• BCI® rim joist, rim board or closure panel to BCI® joist:– Rims or closure panel 1¼ inches thick and less: 2-8d nails, one each in the top and bottom flange.– BCI® 4500s, 5000s rim joist: 2-10d box nails, one each in the top and bottom flange.– BCI® 6000s, 60s rim joist: 2-16d box nails, one each in the top and bottom flange.– BCI® 6500s, 90s rim joist: Toe-nail top flange to rim joist with 2-10d box nails, one each side of flange.• BCI® rim joist, rim board or BCI® blocking panel to support:– Min. 8d nails @ 6" o.c. per IRC.– Connection per design professional of record's specification for shear transfer.• BCI® joist to support:– 2-8d nails, one on each side of the web, placed 1½ inches minimum from the end of the BCI® Joist to limit splitting. • Sheathing to BCI® joist:– Prescriptive residential floor sheathing nailing requires 8d common nails @ 6" o.c. on edges and @ 12" o.c. in the field Table IRC R602.3(1).– See closest allowable nail spacing limits on PANEL A for floor diaphragm nailing specified at closer spacing than IRC.– Maximum bracing spacing for full lateral stability: 18" for BCI® 4500s and 5000s, 24" for larger BCI® joist series.– 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 inch into the joist.– Wood screws may be acceptable; contact local building official and/or Boise Cascade EWP Engineering for further information. BACKER AND FILLER BLOCK DIMENSIONS Series BackerBlock Thickness Filler Block Thickness 4500s 1.8 ⅝" or ¾" wood panels Two ⅝" wood panels or 2 x _ 5000s 1.8 ¾" or ⅞" wood panels Two ¾" wood panels or 2 x _ 6000s 1.8 1⅛" or two ½" wood panels 2 x _ + 7⁄16" or ½" wood panel 6500s 1.8 1⅛" or two ⅝" wood panels 2 x _ + ⅝" or ¾" wood panel 60s 2.0 1⅛" or two ½" wood panels 2 x _ + 7⁄16" or ½" wood panel 90s 2.0 2 x _ lumber Double 2 x _ lumber • Cut backer and filler blocks to a maximum depth equal to the web depth minus ¼" to avoid a forced fit. PROTECT BCI® JOISTS FROM THE WEATHER • BCI® Joists are intended only for applications that provide permanent protection from the weather. Bundles of BCI® Joists should be covered and stored off of the ground on stickers. MAXIMUM SLOPE• Unless otherwise noted, all roof details are valid for slopes of 12 in 12 or less. BIRDSMOUTH CUTS• BCI® Joists may be birdsmouth cut only at the low end support. BCI® joists with birdsmouth cuts may cantilever up to 2'-6" past the low end support. The bottom flange must sit fully on the support and may not overhang the inside face of the support. High end supports and intermediate supports may not be birdsmouth cut. BACKER AND FILLER BLOCK DIMENSIONS Series BackerBlock Thickness Filler Block Thickness 4500s 1.8 ⅝" or ¾" wood panels Two ⅝" wood panels or 2 x _ 5000s 1.8 ¾" or ⅞" wood panels Two ¾" wood panels or 2 x _ 6000s 1.8 1⅛" or two ½" wood panels 2 x _ + 7⁄16" or ½" wood panel 6500s 1.8 1⅛" or two ⅝" wood panels 2 x _ + ⅝" or ¾" wood panel 60s 2.0 1⅛" or two ½" wood panels 2 x _ + 7⁄16" or ½" wood panel 90s 2.0 2 x _ lumber Double 2 x _ lumber • Cut backer and filler blocks to a maximum depth equal to the web depth minus ¼" to avoid a forced fit. Reinforced Load Bearing Cantilever Details Non-Load Bearing Wall Cantilever Details INTERMEDIATE BEARING DETAILS Multiple Member Connectors Allowable Holes in VERSA-LAM® Beams BCI® Joists — Load Bearing Cantilever Details BCI® RIM JOISTS AND BCI® BLOCKING Depth [in]Series Vertical Load Capacity [plf] No W.S.(1)W.S.(2) 9½"4500s 1.8, 5000s 1.8, 6000s 1.8, 6500s 1.8 2300 N/A 11⅞" 4500s 1.8, 5000s 1.8, 6000s 1.8, 6500s 1.8 2150 N/A 60s 2.0, 90s 2.0 2500 N/A 14" 4500s 1.8, 5000s 1.8, 6000s 1.8, 6500s 1.8 2000 N/A 60s 2.0, 90s 2.0 2400 N/A 16"4500s 1.8, 6000s 1.8, 6500s 1.8 1900 2500 60s 2.0, 90s 2.0 2300 2700 (1) No web stiffeners required(2) Web stiffeners required at each end of blocking, values not applicable for rim joists N/A: Not applicable BCI® Joists — Floor Framing Details BCI® Joists — Roof Framing Details Web Stiffener Nailing Schedule BCI® Joist Series Joist Depth Bearing Location End Intermediate 4500s 1.8 9½"2-8d 2-8d 11⅞"2-8d 3-8d 14"2-8d 5-8d 16"2-8d 6-8d 5000s 1.8 9½"2-8d 2-8d 11⅞"2-8d 3-8d 14"2-8d 5-8d 6000s 1.8 9½"2-8d 2-8d 11⅞"2-8d 3-8d 14"2-8d 5-8d 16"2-8d 6-8d 6500s 1.8 9½"2-8d 2-8d 11⅞"2-8d 3-8d 14"2-8d 5-8d 16"2-8d 6-8d 60s2.0 11⅞"2-8d 3-8d 14"2-8d 5-8d 16"2-8d 6-8d 90s2.0 11⅞"3-16d 3-16d 14"5-16d 5-16d 16"6-16d 6-16d NOTES TO ROOF FRAMING DETAILS LATERAL SUPPORT • BCI® Joists must be laterally supported at end supports (including supports adjacent to overhangs) with hangers, rimboard, or blocking (VERSA-LAM®, BOISE CASCADE® Rimboard or BCI® Joist). Metal cross bracing or other x-bracing provides adequate lateral support for BCI® Joists, consult governing building code for roof diaphragm connection provisions. MINIMUM BEARING LENGTH FOR BCI® JOISTS• Minimum end bearing: 1½" for all BCI® Joists. 3½" is required at cantilever and intermediate supports.• Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report or the BC CALC® sizing software. NAILING REQUIREMENTS• BCI® rim joist, rim board or closure panel to BCI® joist:– Rims or closure panel 1¾ inches thick and less: 2-8d nails, one each in the top and bottom flange.– BCI® 4500s, 5000s rim joist: 2-10d box nails, one each in the top and bottom flange.– BCI® 6000s, 60s rim joist: 2-16d box nails, one each in the top and bottom flange.– BCI® 6500s, 90s rim joist: Toe-nail top flange to rim joist with 2-10d box nails, one each side of flange.• BCI® rim joist, rim board or BCI® blocking panel to support:– Min. 8d nails @ 6" o.c. per IRC.– Connection per design professional of record's specification for shear transfer• BCI® joist to support:– 2-8d nails, one on each side of the web, placed 1½ inches minimum from the end of the BCI® Joist to limit splitting. • Sheathing to BCI® joist:– Prescriptive residential roof sheathing nailing requires 8d common nails @ 6" o.c. on edges and @ 12" o.c. in the field Table IRC R602.3(1).– See closest allowable nail spacing limits on PANEL A for floor diaphragm nailing specified at closer spacing than IRC.– Maximum bracing spacing for full lateral stability: 18" for BCI 4500s and 5000s, 24" for larger BCI® joist series.– 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 inch into the joist.– Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further information. WEB STIFFENER REQUIREMENTS• See Web Stiffener Requirements on PANEL 2. PROTECT BCI® JOISTS FROM THE WEATHER• BCI® Joists are intended only for applications that provide permanent protection from the weather. Bundles of BCI® Joists should be covered and stored off of the ground on stickers. VENTILATION• The 1½ inch, pre-stamped knock-out holes spaced at 12 inches on center along the BCI® Joist may all be knocked out and used for cross ventilation. Consult a ventilation expert for specific requirements. Deeper joists that what is structurally needed may be advantageous in ventilation design. Consult local building official and/or ventilation specialist for specific ventilation requirements. Residential Floor Span Tables BCI® rim joist.See Floor Details below. PANEL1 PANEL2 PANEL3 PANEL4 PANELa Notes 1. See ICC ESR 1040 for further product information. 2. See Performance Rated Rim Boards, APA EWS #W345K for further product information (Rim Board Plus Grade). PLQ +HHO'HSWK VHHWDEOHEHORZ PD[%&, GHSWK [EORFNLQJUHTXLUHGDWEHDULQJ QRWVKRZQIRUFODULW\ PLQSO\ZRRG26%UDWHGVKHDWKLQJDVUHLQIRUFHPHQW,QVWDOOUHLQIRUFHPHQWZLWKIDFHJUDLQKRUL]RQWDO,QVWDOORQERWKVLGHVRIWKHMRLVWWLJKWWRERWWRPIODQJH/HDYHPLQLPXPôJDSEHWZHHQUHLQIRUFHPHQWDQGERWWRPRIWRSIODQJH$SSO\FRQVWUXFWLRQDGKHVLYHWRFRQWDFWVXUIDFHVDQGIDVWHQZLWKURZVRIPLQGER[QDLOVDWRF$OWHUQDWHQDLOLQJIURPHDFKVLGHDQGFOLQFK %&,-RLVW6ORSH&XW5HLQIRUFHPHQW'HWDLOEHORZUHVWRUHVRULJLQDODOORZDEOHVKHDUUHDFWLRQYDOXHWRFXWHQGRI%&,MRLVW%&,-RLVWVKDOOQRWEHXVHGDVDFROODURUUDIWHUWHQVLRQWLH [PLQUDIWHU5DIWHUVKDOOEHVXSSRUWHGE\ULGJHEHDPRURWKHUXSSHUEHDULQJVXSSRUW Slope cut joist reinforcement Minimum Heel Depth End Wall Bearing Roof Pitch 6/12 7/12 8/12 9/12 10/12 12/12 2 x 4 4⅜"45⁄16"4¼"4¼"4¼"4¼" 2 x 6 3⅜"33⁄16"25⁄16"2¾"29⁄16"2¼" PLQPD[ 6PDOO*DS PLQPD[ PLQPD[7LJKW)LW *DS :HE6WLIIHQHUUHTXLUHGZKHQFRQFHQWUDWHGORDGH[FHHGVOEV &OLQFK1DLOV :HEVWLIIHQHUVDSSOLHGWRERWKVLGHVRIWKHMRLVWZHE :HE6WLIIHQHU:LGWK 6HH:HE6WLIIHQHU1DLOLQJ6FKHGXOHFKDUW Double Squash Block Vertical Load[lb/ft] Size Joist Spacing [in] 12 16 19.2 242x444633347278922312x670135259438335061. Squash blocks are to be in full contact with upper floor and lower wall plate.2. Capacities shown are for a double squash blocks at each joist, SPF or better. R03R02R01 R04 R05 R06 R11 DN05R07 F05 F15BF15A B01 B06 B02 B07 B03 B08 B04 B09 Beam to concrete/masonry walls Bearing at column Bearing framing into wall Beam to beam connectorBearing at concrete/masonry walls Slope seat cut Bearing for door or window header Bevel cut Drilling permitted for standard connectors. %&5,0%2$5'26% %&5,0%2$5'+ %RLVH5LPERDUG3URGXFW3UR¿OHV 9(56$/$0 + ô9(56$/$0 +3URGXFWPD\QRWEHDYDLODEOH&KHFNZLWKVXSSOLHURU%RLVH&DVFDGHUHSUHVHQWDWLYHIRUDYDLODELOLW\ Product Vertical Load Capacity Maximum Floor DiaphragmLateral Capacity[lb/ft] Allowable Design Values Uniform[plf]Point [lb] Flexural Stress[lb/in2] Modulus of Elasticity[lb/in2] HorizontalShear[lb/in2] CompressionPerpendicularto Grain[lb/in2] 1" BC RIM BOARD® (2) 1" BC RIM BOARD® OSB (2)3300 3500 180 Limited span capabilities, see note 2 1⅛" BC RIM BOARD® OSB (2)4400 3500 180 Limited span capabilities, see note 2 15/16" VERSA-LAM® 1.4 1800 (1)6000 4450 Permitted per building code for all nominal 2" thick framing floor diaphragms 1800 1,400,000 225 525 1¾" VERSA-LAM® 2.0 3100 (1)5700 4300 Permitted per building code for all nominal 2" thick framing floor diaphragms 3100 2,000,000 285 750 Joist Depth BCI® JoistSeries THREE STAR FOUR STAR CAUTION MINIMUM STIFFNESSALLOWED BY CODE CAUTION Live Load deflection limited to L/480: The common industry and design community standard for residential floor joists, 33% stiffer than L/360 code min-imum. However, floor performance may still be an issue in certain applications, especially with 91/2" and 11⅞" deep joists without a direct-attached ceiling. Live Load deflection limited to L/960+: In addition to providing a floor that is 100% stiffer than the three star floor, field experience has been incorporated into the values to provide a floor with a premium performance level for the more discriminating homeowner. Live Load deflection limited to L/360: Floors that meet the minimum build-ing code L/360 criteria are structurally sound to carry the specified loads; how-ever, there is a much higher risk of floor performance issues. This table should only be used for applications where floor performance is not a concern. 12" o.c.16" o.c.19.2" o.c.24" o.c.32" o.c.12" o.c.16" o.c.19.2" o.c.24" o.c.32" o.c.12" o.c.16" o.c.19.2" o.c.24" o.c.32" o.c. 9½" 4500s 1.8 5000s 1.8 6000s 1.8 6500s 1.8 11⅞" 4500s 1.8 5000s 1.8 6000s 1.8 6500s 1.8 60s 2.0 90s 2.0 14" 4500s 1.8 5000s 1.8 6000s 1.8 6500s 1.8 60s 2.0 90s 2.0 16" 4500s 1.8 6000s 1.8 6500s 1.8 60s 2.0 90s 2.0 Joist Depth [in]Joist SeriesRoof Truss Span [ft]Roof Total Load [psf] 35 45 55 Joist Spacing [in]16 19.2 24 16 19.2 24 16 19.2 24 9½"4500s 1.824 0 0 0 0 0 X 0 X X2600000X0XX 28 0 0 X 0 X X X X X 30 0 0 X 0 X X X X X 32 0 0 X 0 X X X X X 34 0 0 X 0 X X X X X360XXXXXXXX380XXXXXXXX400XXXXXXXX420XXXXXXXX 5000s 1.824 0 0 0 0 0 X 0 X X 26 0 0 0 0 0 X 0 X X 28 0 0 1 0 X X X X X 30 0 0 1 0 X X X X X3200X0XXXXX3400XXXXXXX3600XXXXXXX380X'X X X X X X X400X'X X X X X X X 6000s 1.824 0 0 0 0 0 0 0 X X 26 0 0 0 0 0 X 0 X X 28 0 0 0 0 0 X X X X 30 0 0 0 0 0 X X X X320000XXXXX3400X0XXXXX3600X0XXXXX3800XXXXXXX 40 0 0 X X X X X X X 6500s 1.824 0 0 0 0 0 0 0 0 X 26 0 0 0 0 0 0 0 X X 28 0 0 0 0 0 0 0 X X3000000X0XX3200000X0XX340000XXXXX3600X0XXXXX 38 0 0 X 0 X X X X X 40 0 0 X 0 X X X X X 11⅞"4500s 1.824 0 0 0 0 0 WS 0 0 X2600000WS00X2800000X0WSX3000000X0WSX3200WS00X0XX3400WS00X0XX 36 0 0 WS 0 WS X 0 X X 38 0 0 X 0 X X X X X 40 0 0 X 0 X X X X X 42 0 0 X 0 X X X X X 5000s 1.824 0 0 0 0 0 WS 0 0 12600000WS0012800000WS00X3000WS00100X 32 0 0 WS 0 0 1 0 1 X 34 0 0 WS 0 WS X 0 X X 36 0 0 WS 0 WS X 0 X X 38 0 0 WS 0 WS X X X X4000101XXXX 6000s 1.824 0 0 0 0 0 0 0 0 WS260000000012800000WS001 30 0 0 0 0 0 WS 0 0 X 32 0 0 0 0 0 1 0 WS X 34 0 0 WS 0 0 1 0 1 X 36 0 0 WS 0 0 1 0 X X3800WS00X0XX400010WSXXXX Joist Depth [in]Joist SeriesRoof Truss Span [ft]Roof Total Load [psf] 35 45 55 Joist Spacing [in]16 19.2 24 16 19.2 24 16 19.2 24 11⅞"6500s 1.824 0 0 0 0 0 0 0 0 1 26 0 0 0 0 0 0 0 0 X 28 0 0 0 0 0 0 0 0 X 30 0 0 0 0 0 1 0 0 X3200000100X 34 0 0 0 0 0 X 0 1 X 36 0 0 0 0 0 X 0 1 X3800000X01X4000100X0XX 60s 2.024 0 0 0 0 0 0 0 0 1 26 0 0 0 0 0 0 0 0 1 28 0 0 0 0 0 WS 0 0 X3000000100X3200000101X 34 0 0 0 0 0 X 0 1 X 36 0 0 WS 0 0 X 0 1 X 38 0 0 1 0 0 X 0 1 X4000101X1XX 90s 2.024 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 03000000000032000000000 34 0 0 0 0 0 0 0 0 1 36 0 0 0 0 0 0 0 0 13800000000140000000002 14"4500s 1.824 0 0 0 0 0 0 0 0 WS2600000WS00WS2800000WS001 30 0 0 0 0 0 WS 0 WS X 32 0 0 0 0 0 WS 0 WS X3400WS0010WSX3600WS00X0WSX 38 0 0 WS 0 WS X 0 X X 40 0 0 WS 0 WS X WS X X4200WS0WSXWSXX 5000s1.824 0 0 0 0 0 WS 0 0 WS 26 0 0 0 0 0 WS 0 0 WS 28 0 0 0 0 0 WS 0 WS 1 30 0 0 WS 0 0 WS 0 WS 13200WS00WS0WS2 34 0 0 WS 0 WS 1 0 WS X 36 0 0 WS 0 WS 1 0 WS X 38 0 0 WS 0 WS 1 WS 1 X4000WS0WS2WS1X 6000s 1.824 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 WS 0 0 WS3000000WS0013200000WS0WS1 34 0 0 0 0 0 WS 0 WS 1 36 0 0 WS 0 0 WS 0 WS 13800WS0010124000WS0WS1012 6500s 1.824 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 WS 0 0 WS3000000WS001 32 0 0 0 0 0 WS 0 WS 1 34 0 0 0 0 0 WS 0 WS 2 36 0 0 WS 0 0 WS 0 WS 23800WS001012 40 0 0 WS 0 WS 1 0 1 2 Joist Depth [in]Joist SeriesRoof Truss Span [ft]Roof Total Load [psf] 35 45 55 Joist Spacing [in]16 19.2 24 16 19.2 24 16 19.2 24 14"60s 2.024 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 0 0 0 WS 30 0 0 0 0 0 WS 0 0 13200000WS0013400000WS001 36 0 0 0 0 0 WS 0 WS 2 38 0 0 0 0 0 1 0 WS X 40 0 0 WS 0 0 1 0 1 X 90s 2.024 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0320000000003400000000WS 36 0 0 0 0 0 0 0 0 1 38 0 0 0 0 0 0 0 0 1 40 0 0 0 0 0 0 0 0 1 16"4500s 1.824 0 0 0 0 0 0 0 0 WS2600000WS00WS 28 0 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 WS 0 WS WS3200000WS0WS13400WS00WS0WSX 36 0 0 WS 0 0 WS 0 WS X 38 0 0 WS 0 WS 1 0 WS X 40 0 0 WS 0 WS 1 WS WS X4200WS0WSXWS1X 6000s 1.824 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 WS 0 0 WS3200000WS0WSWS3400000WS0WS1 36 0 0 WS 0 0 WS 0 WS 1 38 0 0 WS 0 0 WS 0 WS 24000WS0WSWS0WS2 6500s 1.824 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 WS 0 0 WS3200000WS0WS13400000WS0WS1 36 0 0 WS 0 0 WS 0 WS 2 38 0 0 WS 0 0 WS 0 WS 24000WS0WSWS0WS2 60s 2.024 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 0 0 0 WS 30 0 0 0 0 0 WS 0 0 WS3200000WS00WS3400000WS0WSWS 36 0 0 0 0 0 WS 0 WS 1 38 0 0 0 0 0 WS 0 WS 1 40 0 0 WS 0 0 WS 0 WS 1 90s 2.024 0 0 0 0 0 0 0 0 026000000000 28 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0320000000003400000000WS 36 0 0 0 0 0 0 0 0 WS 38 0 0 0 0 0 0 0 0 1 40 0 0 0 0 0 0 0 0 1 BCI® Joists Some products may not be available in all markets. Contact your Boise Cascade EWP representative for availability.BCI® and VERSA-LAM® products shall be installed in dry-use applications only, per their respective ICC ESR evaluation reports. BCI® 5000s 1.8 ⅜" 1⅛" 9½"11⅞"14" 2" BCI® 6000s 1.8 ⅜" 9½"11⅞"14"16" 25/16" BCI® 6500s 1.8 BCI® 60s 2.0 ⅜"11⅞"14"16" 25/16" BCI® 90s 2.0 ⅜"11⅞"14"16" 3½" VERSA-LAM® 1.8 2750 3½"to 7¼" 3½" to 5¼" VERSA-LAM® 2.0 3100 3½"to24" 1½", 1¾", 3½", 5¼" 1⅛"1½"1½" ⅜" 91/2"11⅞"14"16" 29/16" 1⅛" 2011 Eastern Product Profiles BCI® 4500s 1.8 ⅜" 1⅛"9½"11⅞"14"16" 1¾" VERSA-LAM® 1.7 2650 3½"to 16" 1½", 1¾", 3½" Web Stiffener Specifications BCI® Joist Series For Structural Capacity (Min. Thick) Lateral Restraint in Hanger Minimum Width 4500s 1.8 ⅝"⅝"25/16" 5000s 1.8 ⅝"¾"25/16" 6000s 1.8 ¾"⅞"25/16" 6500s 1.8 ¾"1" or 1⅛"25/16" 60s 2.0 ¾"⅞"25/16" 90s 2.0 2x4 lumber (vertical) &RQWLQXRXVIORRUVKHDWKLQJRU[1DLOHU#0D[ RF RFRU%&,V RFRU%&,V 0LQLPXP+HHO'HSWK 6HHWDEOHDWULJKW 5DIWHU6WUXW 0LQ 5RRI5DIWHU :HE)LOOHU &HLOLQJ/RDGV /LYH/RDG SVI'HDG/RDG SVI ;%ORFNLQJ ó0LQLPXP%HDULQJ [:DOO (DFK(QG óȶRU%&,VVVV&HLOLQJ-RLVW#RF0D[LPXP Maximum Span Lengths Without Roof Loads 9½" BCI® 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 20'-0" 11⅞" BCI® 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 22'-6" 14" BCI® 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 24'-6" (If roof loads present, see Notes 2 & 3 at right) MinimumHeelDepths JoistDepth End Wall 2 x 4 2 x 6 9½"2½"1½" 11⅞"3½"2½" 14"4½"3½" Notes:1) Detail is to be used only for ceiling joists with no access to attic space.2) Ceiling joist must be designed to carry all roof load transferred through rafter struts as shown. 3) BCI® ceiling joist end reaction may not exceed 550 pounds. 4) Minimum roof slope is 6/12. 5) Nail roof rafter to BCI® top flange with 1 - 10d (3” long) box or larger nail. 6) 1x4 nailers must be continuous and nailed to a braced end wall. 7) Install a web filler on each side of BCI® Joist at beveled ends. Nail roof rafter to BCI® Joist per building code requirements for ceiling joist to roof rafter connection. BCI® Joist shall not be used as collar/tension tie. Roof rafter shall be supported by ridge beam or other upper bearing support. BCI® Joists, VERSA-LAM® and ALLJOIST® must be stored, installed and used in accordance with the Boise Cascade EWP Installation Guide, building codes, and to the extent not inconsistent with the Boise Cascade EWP Installation Guide, usual and customary building practices and standards. VERSA-LAM®, ALLJOIST®, and BCI® Joists must be wrapped, covered, and stored off of the ground on stickers at all times prior to installation. VERSA- LAM®, ALLJOIST® and BCI® Joists are intended only for applications that assure no exposure to weather or the elements and an environment that is free from moisture from any source, or any pest, organism or substance which degrades or damages wood or glue bonds. Failure to correctly store, use or install VERSA-LAM®, ALLJOIST®, and BCI® Joist in accordance with the Boise Cascade EWP Installation Guide will void the limited warranty. 16'–11''15'–6''14'–8''13'–7''11'–9''11'–6''11'–6''10'–0''10'–0''9'–7''18'–9''16'–8''15'–3''13'–7''11'–9'' 17'–6''16'–0''15–2''14'–1''12'–5''11'–6''11'–6''10'–0''10'–0''9'–11''19'–4''17'–9''16'–4''14'–7''12'–5'' 18'–2''16'–8''15'–8''14'–8''13'–4''11'–6''11'–6''10'–0''10'–0''10'–0''20'–2''18'–5''17'–5''15'–9''13'–8'' 18'–8''17'–1''16'–1''15'–0''13'–8''11'–6''11'–6''10'–0''10'–0''10'–0''20'–8''18'–11''17'–10''16'–7''14'–3'' 20'–0''18'–4''17'–3''15'–5''13'–4''15'–6''14'–3''13'–5''12'–6''11–4''21'–10''18'–11''17'–3''15'–5''13'–4'' 20'–9''19'–0''17'–11''16'–7''13'–4''15'–6''14'–9''13'–11''12'–11''11'–9''23'–0''20'–4''18'–6''16'–7''13'–4'' 21'–7''19'–8''18'–7''17'–4''14'–10''15'–6''15'–4''14'–5''13'–5''12'–1''23'–10''21'–10''20'–0''17'–11''14'–10'' 22'–2''20'–3''19'–2''17'–10''14'–10''16'–0''15'–10''14'–11''13'–10''12'–7''24'–6''22'–5''21'–1''18'–10''14'–10'' 23'–7''21'–6''20'–4''18'–11''16'–4''18'–0''16'–9''15'–9''14'–8''13'–3''26'–1''23'–10''22'–6''21'–0''16'–4'' 26'–7''24'–3''22'–10''21'–3''19'–4''19'–0''18'–10''17'–8''16'–5''14'–10''29'–5''26'–10''25'–3''23'–6''19'–4'' 22'–9''20'–7''18'–9''16'–9''13'–11''17'–10''16'–3''15'–4''14'–3''13'–0''23'–10''20'–7''18'–9''16'–9''13'–11'' 23'–7''21'–7''20'–2''18'–0''13'–11''18'–6''16'–10''15'–11''14'–9''13'–5''25'–7''22'–1''20'–2''18'–0''13'–11'' 24'–6''22'–5''21'–2''19'–6''15'–5''19'–2''17'–6''16'–6''15'–4''13'–11''27'–1''23'–11''21'–10''19'–6''15'–5'' 25'–2''23'–0''21'–8''20'–2''15'–5''19'–8''17'–11''16'–11''15'–8''14'–3''27'–9''25'–2''22'–11''20'–6''15'–5'' 26'–9''24'–5''23'–0''21'–5''16'–4''20'–11''19'–0''17'–11''16'–7''15'–1''29'–7''27'–0''25'–6''21'–10''16'–4'' 30'–1''27'–5''25'–10''24'–0''19'–6''23'–6''21'–4''20'–0''18'–6''16'–9''33'–3''30'–4''28'–7''26'–0''19'–6'' 25'–2''22'–0''20'–1''17'–11''14'–1''19'–9''18'–0''17'–0''15'–10''14'–1''25'–5''22'–0''20'–1''17'–11''14'–1'' 27'–0''24'–9''23'–4''20'–10''15'–9''21'–2''19'–4''18'–2''16'–11''15'–4''29'–6''25'–6''23'–4''20'–10''15'–9'' 27'–9''25'–4''23'–11''21'–1''15'–9''21'–9''19'–9''18'–8''17'–4''15'–8''30'–8''26'–11''24'–6''21'–1''15'–9'' 29'–7''27'–0''25'–6''21'–10''16'–4''23'–2''21'–1''19'–10''18'–5''16'–4''32'–8''29'–10''27'–4''21'–10''16'–4'' 33'–4''30'–4''28'–7''26'–2''19'–7''26'–0''23'–7''22'–2''20'–6''18'–7''36'–10''33'–7''31'–8''26'–2''19'–7'' F10 Closest AllowableNail Spacing - Narrow Face [in] Product 1" BC RIM BOARD® (2) 1" BC RIM BOARD® OSB (2)1⅛" BC RIM BOARD® OSB (2)15/16" VERSA-LAM® 1.4 1800 (1)1¾" VERSA-LAM® 2.0 3100 (1) 8d Box (0.113"ø x 2.5")3 3 3 38d Common (0.131"ø x 2.5")3 3 3 310d & 12d Box (0.128"ø x 3", 3.25") See publication in note 2 for further nailing information. 3 316d Box (0.135"ø x 3.5")3 310d & 12d Common &16d Sinker (0.148"ø x 3", 3.25") 4 4 16d Common (0.162"ø x 3.5")6 6 PRODUCT HANDLING TO AND AT JOB SITES There are some differences between engineered wood products and traditional lumber products in terms of product handling: Avoid handling and storing BCI® joists in the flat direction. VERSA-LAM® is denser and due to the coating applied to the surface, can be more apt to sliding. Please consider these differences when transporting and handling engineered wood products. • Straighten the BCI® Joists to within 1/2 inch of true alignment before attaching strut lines and sheathing.• Remove the temporary strut lines only as required to install the permanent sheathing.• Failure to install temporary bracing may result in sideways buckling or roll-over under light construction loads.• Do not stack construction materials (sheathing, drywall, etc) in the middle of BCI® Joist spans, contact Boise Cascade EWP Engineering for proper storage and shoring information. 6WUXFWXUDO3DQHOUHLQIRUFHPHQW PLQSO\ZRRG26%RUULPERDUGFORVXUH1DLOZLWKGQDLOLQWRHDFKIODQJH %DFNHUEORFN %&,-RLVWEORFNLQJUHTXLUHGIRUFDQWLOHYHU 8SOLIWRQEDFNVSDQVKDOOEHFRQVLGHUHGLQDOOFDQWLOHYHUGHVLJQV 12/30/19 X KP