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Home My WebLink About2022-01-18 1010 BURWELL ST - PermitsCostumer: BFS - Fife Contact: Mike Hughes Email: Mike.Hughes@BLDR.com Phone: (253) 405-5148 Date: 01/18/2022 Job Name: 1010 Apartments Job Address: 1010 Burwell Street City: Bremerton, WA Joist: 11-7/8" BCI 5000 Loading: 40psf LL / 10psf DL Spacing: 16" oc A total of (10) scenarios of penetrations in close proximity of bearing ends and with close spacing conditions of penetrations are presented in the following descriptions. Each condition is addressed as to the amount of reinforcing required per the attached (3) detailed reinforcing conditions. See the following descriptions for locations of each reinforcement condition required. 01/18/2022 This condition requires web reinforcing per the attached "DETAIL - A" This condition requires web reinforcing per the attached "DETAIL - B" This condition requires web reinforcing per the attached "DETAIL - A" These penetrations do not require additional reinforcing. These penetrations do not require additional reinforcing. SCENARIO 01 SCENARIO 02 SCENARIO 03 01/18/2022 This condition requires web reinforcing per the attached "DETAIL - A" These penetrations do not require additional reinforcing. This penetration does not require additional reinforcing. SCENARIO 04 SCENARIO 05 01/18/2022 SCENARIO 06 SCENARIO 07 This condition requires web reinforcing per the attached "DETAIL - A" These penetrations do not require additional reinforcing. These penetrations do not require additional reinforcing. 01/18/2022 SCENARIO 08 SCENARIO 09 SCENARIO 10 These penetrations do not require additional reinforcing. This condition requires web reinforcing per the attached "DETAIL - D" This condition requires web reinforcing per the attached "DETAIL - C" 01/18/2022 1'-6"Min. Repair/Reinforcement Detail [R-7] Web Restoration Page 1 of 1 r03/14 NOTE: This certification is for an individual building component only and not for the building system as a whole. The component design as shown is based upon loading and dimensions provided by others. The project’s design professional of record is responsible for determining that the dimensions and loads for the component match those required by the structural plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the project’s design professional of record. THIS REPAIR VALID ONLY FOR THE BOISE CASCADE ENGINEERED WOOD PRODUCT LISTED ABOVE.Clinched NailsInstallation Notes:1) Apply construction adhesive to cover all contact surface area.2) Install reinforcement tight to top of bottom flange.3) Nail reinforcement with 3 rows 10d nails at 4"c.c. or #8 wood screws. Provide a staggered placement as shown above. Clinch nails on opposite side of web.Costumer: BFS - FifeContact: Mike HughesEmail: Mike.Hughes@BLDR.comPhone: (253) 405-5148Date: 01/18/2022Job Name: 1010 ApartmentsJob Address: 1010 Burwell StreetCity: Bremerton, WAJoist: 11-7/8" BCI 5000Loading: 40psf LL / 10psf DLSpacing: 16" ocDETAIL - AWebReinforcingExisting HolesExisting holes to bemaintained throughthe web reinforcingProvide new 23/32" x 18" ratedply/OSB, one side of web. Cut to fitaround hole with face grain horizontal. Center splice about the centerline ofhole. Apply construction adhesive tocover all contact surface area .6"Min. Repair/Reinforcement Detail [R-7] Web Restoration Page 1 of 1 r03/14 NOTE: This certification is for an individual building component only and not for the building system as a whole. The component design as shown is based upon loading and dimensions provided by others. The project’s design professional of record is responsible for determining that the dimensions and loads for the component match those required by the structural plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the project’s design professional of record. THIS REPAIR VALID ONLY FOR THE BOISE CASCADE ENGINEERED WOOD PRODUCT LISTED ABOVE.Clinched NailsExisting HolesWebReinforcingInstallation Notes:1) Apply construction adhesive to cover all contact surface area.2) Install reinforcement tight to top of bottom flange.3) Nail reinforcement with 3 rows 10d nails at 4"c.c. or #8 wood screws. Provide a staggered placement as shown above. Clinch nails on opposite side of web.Costumer: BFS - FifeContact: Mike HughesEmail: Mike.Hughes@BLDR.comPhone: (253) 405-5148Date: 01/18/2022Job Name: 1010 ApartmentsJob Address: 1010 Burwell StreetCity: Bremerton, WAJoist: 11-7/8" BCI 5000Loading: 40psf LL / 10psf DLSpacing: 16" ocDETAIL - BExisting holes to bemaintained throughthe web reinforcingProvide new 23/32"rated ply/OSB, onone side of web. Cut to fit around holewith face grain horizontal. Applyconstruction adhesive to cover allcontact surface area. 3" Min. [R-7] Web Restoration Page 1 of 1 r03/14 Repair/Reinforcement Detail Section A-AClinched NailsNOTE: This certification is for an individual building component only and not for the building system as a whole. The component design as shown is based upon loading and dimensions provided by others. The project’s design professional of record is responsible for determining that the dimensions and loads for the component match those required by the structural plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the project’s design professional of record. THIS REPAIR VALID ONLY FOR THE BOISE CASCADE ENGINEERED WOOD PRODUCT LISTED ABOVE.Web Hole1/8" to 1/4"Gap2'-0"Existing web holepenetrationExisting web holepenetration3/4" Ply/OSB Reinforcementcentered at the penetration onone side of joist, cut to fit aroundexisting mechanical/electrical asshown2'-0"AAOverlap 2"Min Beyond Edgeof HoleInstallation Notes:1) Apply construction adhesive to cover all contact surface area.2) Install reinforcement tight to top of bottom flange.3) Nail reinforcement with 3 rows 10d nails at 4"c.c. or #8 wood screws. Provide a staggered placement as shown above. Clinch nails on opposite side of web.Costumer: BFS - FifeContact: Mike HughesEmail: Mike.Hughes@BLDR.comPhone: (253) 405-5148Date: 01/18/2022Job Name: 1010 ApartmentsJob Address: 1010 Burwell StreetCity: Bremerton, WAJoist: 11-7/8" BCI 5000Loading: 40psf LL / 10psf DLSpacing: 16" ocDETAIL - C [R-7] Web Restoration Page 1 of 1 r03/14 Repair/Reinforcement Detail 1'-6"Section A-AClinched NailsAANOTE: This certification is for an individual building component only and not for the building system as a whole. The component design as shown is based upon loading and dimensions provided by others. The project’s design professional of record is responsible for determining that the dimensions and loads for the component match those required by the structural plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the project’s design professional of record. THIS REPAIR VALID ONLY FOR THE BOISE CASCADE ENGINEERED WOOD PRODUCT LISTED ABOVE.Web Hole3/4" Ply/OSB Reinforcement oneach side of joist, cut to fit aroundexisting mechanical/electrical asshownDETAIL - DCostumer: BFS - FifeContact: Mike HughesEmail: Mike.Hughes@BLDR.comPhone: (253) 405-5148Date: 01/18/2022Job Name: 1010 ApartmentsJob Address: 1010 Burwell StreetCity: Bremerton, WAJoist: 11-7/8" BCI 5000Loading: 40psf LL / 10psf DLSpacing: 16" ocInstallation Notes:1) Apply construction adhesive to cover all contact surface area.2) Install reinforcement tight to top of bottom flange.3) Nail reinforcement with 3 rows 10d nails at 4"c.c. or #8 wood screws. Provide a staggered placement as shown above. Clinch nails on opposite side of web.1/8" to 1/4"GapWeb HolePenetration This condition requires web reinforcing per the attached "DETAIL - A" SCENARIO 01 01/18/2022 This certification is for a Boise Cascade individual building component only and not for the building system as a whole. The component design as shown on this report is based upon loadings and dimensions provided by others. Building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the building designer. SCENARIO 01 This penetration requires web reinforcing per the attached "DETAIL - B" These penetrations do not require web reinforcing SCENARIO 02 01/18/2022 This certification is for a Boise Cascade individual building component only and not for the building system as a whole. The component design as shown on this report is based upon loadings and dimensions provided by others. Building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the building designer. SCENARIO 02 This penetration requires web reinforcing per the attached "DETAIL - A" These penetrations do not require web reinforcing SCENARIO 03 01/18/2022 This certification is for a Boise Cascade individual building component only and not for the building system as a whole. The component design as shown on this report is based upon loadings and dimensions provided by others. Building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the building designer. SCENARIO 03 This penetration requires web reinforcing per the attached "DETAIL - A" These penetrations do not require web reinforcing SCENARIO 04 01/18/2022 This certification is for a Boise Cascade individual building component only and not for the building system as a whole. The component design as shown on this report is based upon loadings and dimensions provided by others. Building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the building designer. SCENARIO 04 This penetrations does not require additional reinforcing. SCENARIO 05 01/18/2022 This certification is for a Boise Cascade individual building component only and not for the building system as a whole. The component design as shown on this report is based upon loadings and dimensions provided by others. Building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the building designer. SCENARIO 05 SCENARIO 06 This penetration requires web reinforcing per the attached "DETAIL - A" These penetrations do not require web reinforcing 01/18/2022 This certification is for a Boise Cascade individual building component only and not for the building system as a whole. The component design as shown on this report is based upon loadings and dimensions provided by others. Building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the building designer. SCENARIO 06 SCENARIO 07 01/18/2022 This certification is for a Boise Cascade individual building component only and not for the building system as a whole. The component design as shown on this report is based upon loadings and dimensions provided by others. Building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the building designer. These penetrations do not require web reinforcing SCENARIO 07 SCENARIO 08 01/18/2022 This certification is for a Boise Cascade individual building component only and not for the building system as a whole. The component design as shown on this report is based upon loadings and dimensions provided by others. Building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the building designer. These penetrations do not require web reinforcing SCENARIO 08 SCENARIO 09 01/18/2022 This certification is for a Boise Cascade individual building component only and not for the building system as a whole. The component design as shown on this report is based upon loadings and dimensions provided by others. Building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the building designer. This penetration requires web reinforcing per the attached "DETAIL - C" SCENARIO 09 SCENARIO 10 01/18/2022 This certification is for a Boise Cascade individual building component only and not for the building system as a whole. The component design as shown on this report is based upon loadings and dimensions provided by others. Building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the building designer. This penetration requires web reinforcing per the attached "DETAIL - D" SCENARIO 10 1 Rapich, Jason P From:Mike Hughes <mike.hughes@bldr.com> Sent:Thursday, January 13, 2022 10:26 AM To:Simmons, Brent Subject:[EXTERNAL] 19001204 - 1010 BURWELL Attachments:Resized_20220113_073635.jpeg; vmacocsoak_2071525866792-1- Resized952022011395073532.jpg; 1010 Burwell - Bremerton Apts Framing Layouts Rev 2.pdf Hi Brent, Will you please help me out with this one. Please see dialog below along with the attached. Thank you, Mike MIKE HUGHES OUTSIDE SALES REPRESENTATIVE 5519 20TH ST.E FIFE WA.98424 MIKE.HUGHES@BLDR.com O: 253.922.8779 | C: 253.405.5148 | BLDR.com From: Igor@serpanok.com [mailto:Igor@serpanok.com] Sent: Thursday, January 13, 2022 8:33 AM To: Mike Hughes <mike.hughes@bldr.com> Cc: Igor@serpanok.com Subject: FW: EXTERNAL MESSAGE This email from igor@serpanok.com originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Good morning Mike Is there way to get help here We have building inspector that saying that we need joist manufacturer OK or provide fix for these area That we penetrated joist within 6” of bearing with electrical wire please see attached picture Also we penetrated joist with two or three pipes and separation between pipes is less them 2 diameters of larger pipe What would be fix for this or this OK Thank you so much Igor WARNING: This email originated outside of Boise Cascade’s email system. DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. FORWARD suspicious emails to EmailAlert@bc.com.