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Home My WebLink About17011 59th Ave Ne_BLD2596_2026 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr vvww.geotest-i nc.com ADHESIVE ANCHOR INSPECTION REPORT PROJECT: Royal Storage JOB#: 19-0608 ADDRESS: 17011 59th Avenue NE, Arlington, WA REPORT#: AA001 PERMIT#: 2596 DATE: 12/31/2019 CLIENT: Baker&Sons Concrete Construction LLC PAGE#: 1 of 2 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Joel Morder Item(s) Inspected Location Steel Column Posts Building A,Grids 01/B.5,D,F and 0/B.5,D,G.5 Reference Drawing(s): 75/SD4 and the Revision Sent to Contractor Dated 12-18-19 Item(s) Inspected Comments Base Material Condition concrete,Water Vacuumed Drill Bit Type Rotohammer Hole Diameter/Depth /� 7/8"X 12" Hole Cleanliness clean Anchor Spacing/Edge Distance /� 4 Anchors Per Post Anchor Type /� 3/4"All Thread Anchor Diameter/Length 3/4" Anchor Embedment 12" Adhesive Type Simpson Set 3G Adhesive Expiration Date 2-6-21 Adhesive ICC-ES Report Qr AC308 Other ❑ The above items were conforming ❑ Nonconforming Items(see below) [� Comments: GeoTest on site for inspection of the items referenced above. According to the drawings referenced, Hilti RE 500 V3 was required but the contractor used Simpson Set 3g. Notified the contractor who indicated that they will contact the engineer for approval. All other elements were in conformance with approved plans and drawings. COPIES:bakersonsconcretellc@gmail.com,chumphrey@safebuilt.com,kolander@arlingtonwa.gov,Ipeterson@adingtonwa.gov, Reviewed by troy@sharpdesignbuild.com This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc-com 1 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: Royal Storage JOB#: 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: AA001 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 2 of 2 Ig. . Vacuuming of Water From r - ' Installation Site . 04 4! ,t, � r > c ti- 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr vvww.geotest-i nc.com ADHESIVE ANCHOR INSPECTION REPORT PROJECT: Royal Storage JOB#: 19-0608 ADDRESS: 17011 59th Avenue NE, Arlington, WA REPORT#: AA001 PERMIT#: 2596 DATE: 12/31/2019 CLIENT: Baker&Sons Concrete Construction LLC PAGE#: 1 of 2 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Joel Morder Item(s) Inspected Location Steel Column Posts Building A,Grids 01/B.5,D,F and 0/B.5,D,G.5 Reference Drawing(s): 75/SD4 and the Revision Sent to Contractor Dated 12-18-19 Item(s) Inspected Comments Base Material Condition concrete,Water Vacuumed Drill Bit Type Rotohammer Hole Diameter/Depth /� 7/8"X 12" Hole Cleanliness clean Anchor Spacing/Edge Distance /� 4 Anchors Per Post Anchor Type /� 3/4"All Thread Anchor Diameter/Length 3/4" Anchor Embedment 12" Adhesive Type Simpson Set 3G Adhesive Expiration Date 2-6-21 Adhesive ICC-ES Report Qr AC308 Other ❑ The above items were conforming ❑ Nonconforming Items(see below) [� Comments: GeoTest on site for inspection of the items referenced above. According to the drawings referenced, Hilti RE 500 V3 was required but the contractor used Simpson Set 3g. Notified the contractor who indicated that they will contact the engineer for approval. All other elements were in conformance with approved plans and drawings. COPIES:bakersonsconcretellc@gmail.com,chumphrey@safebuilt.com,kolander@arlingtonwa.gov,Ipeterson@adingtonwa.gov, Reviewed by troy@sharpdesignbuild.com This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc-com 1 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: Royal Storage JOB#: 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: AA001 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 2 of 2 Ig. . Vacuuming of Water From r - ' Installation Site . 04 4! ,t, � r > c ti- 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr vvww.geotest-i nc.com i� ADHESIVE ANCHOR INSPECTION REPORT PROJECT: Royal Storage-Sharp Design & Build JOB#: 19-0869 ADDRESS: 17011 59th Avenue NE, Arlington, WA REPORT#: AA001 PERMIT#: 2596 DATE: 1/22/2020 CLIENT: Sharp Design & Build, LLC PAGE#: 1 of 2 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: JD Pattok Item(s) Inspected Location All Thread Dowels for 6"X 4"X 5/16"Steel Ledgers at West End of Building A Ledgers At Gridlines:A101-0, A-J/01, J/01-0 Reference Drawing(s): 77/SD4 Item(s) Inspected Comments Base Material Condition Grouted CMU Block Drill Bit Type Drilled Prior to Arrival Hole Diameter/Depth /� 3/4"by 5-5/8" Hole Cleanliness Blown,Brushed,Blown Anchor Spacing/Edge Distance /� Per Plan Anchor Type /� All Thread Rods Anchor Diameter/Length 5/8"by 8" Anchor Embedment 5-5/8" Adhesive Type Hilti HIT-HY 270 Adhesive Expiration Date 07/2020-08/2020 Adhesive ICC-ES Report [� 4143 Other ❑ The above items were conforming V Nonconforming Items(see below) ❑ Comments: GeoTest was on site during the installation of dowel anchors at the above locations. Anchors were installed per epoxy manufacturer's installation recommendations. COPIES:chumphrey@safebuilt.com,kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. 51.5276 G EOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com ADHESIVE ANCHOR INSPECTION REPORT PROJECT: Royal Storage-Sharp Design & Build JOB M 19-0869 CLIENT: Sharp Design & Build, LLC REPORT#: AA001 CONTRACTOR: Baker&Sons Concrete Construction L PAGE M 2 of 2 A photo during the application of epoxy. The photo was taken near Gridline SO and facing southeast. _ t A photo during the installation of anchors. The photo was taken near Grildine A/01 and facing northeast. -, _ 44 a' fit. Ire .. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr vvww.geotest-i nc.com EXPANSION ANCHOR INSPECTION REPORT PROJECT: Royal Storage-Sharp Design & Build JOB#: 19-0869 ADDRESS: 17011 59th Avenue NE, Arlington, WA REPORT#: EA001 PERMIT#: DATE: 11/13/2019 CLIENT: Sharp Design & Build, LLC PAGE#: 1 of 2 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Dan Weaver Item(s) Inspected Location 1/2"X 3 3/4""Hilti KB-TZ Wedge Anchor Bolts Building A Interior Wall Angle to Post at 6-56&A-J 1/2"X 5"Simpson Titen HD Screw Anchor Bolts Building A Perimeter Wall Track aT A&1-56 Reference Drawing(s): SD-1 Items) Inspected Comments Base Material Condition Dry&Sound Concrete Drill Bit Type Hilti Roto Hammer 1/2"Bit Hole Diameter/Depth /� 1/2"X 3", 1/2"X 4 1/2" Hole Cleanliness(If Applicable) Blown Clean Anchor Type/Name/Dimensions /� Hilti KB-TZ 1/2"X 3 3/4",Simpson Titen HD Screw Anchor 1/2"X 5" Anchor Spacing/Edge Distance /� Per Plan Anchor Embedment Y&4 1/2" Anchor Torque/Displacement 40 Ftlbs Anchor ICC-ES Report Other The above items were conforming Nonconforming Items(see below) Comments: GeoTest was on site to perform a special inspection for the above post installed anchor bolts. The anchors were installed in accordance with the approved plans and the manufacturers published instructions. COPIES:chumphrey@safebuilt.com,kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov r Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. 51.5276 G EOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com EXPANSION ANCHOR INSPECTION REPORT PROJECT: Royal Storage-Sharp Design & Build JOB M 19-0869 CLIENT: Sharp Design & Build, LLC REPORT#: EA001 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 2 of 2 &71W� tTi+� View looking at exterior track Simpson HD screw anchors at j F splice locations. r View looking at interior post angle Hilti KB-TZ anchor bolt. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com Grout Compressive Strength Test Report PROJECT: Royal Storage-Sharp Design &Build JOB#: 19-0869 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: GB001 PERMIT#: DATE: 11/18/2019 CLIENT: Sharp Design &Build, LLC PAGE#: 1 of 1 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Dan Weaver Placement Location: Building D 8"CMU Walls and Piers at A&0-53, 0&A-C, 53&A-C, 5'4"To 11' Lift Field Data: Eq. No. Supplier Smokey Point Concrete/Skagit Read Slump, in.(C143) 11.00 25 Mix# REDISCC Air Content, %(C231) N/T Mix Description 8Sk, HRWRA,AEA&3/8"Aggregate Unit Weight,pcf(C138) N/T Truck/Ticket# 9172/188288 Air Temperature,°F 50 Strength Required 2000 psi at 28 days Mix Temperature,°F(C1064) 62 DW02 Quantity Placed,cy 16 Field Cure Temperature,°F NT Time Batched 9:38 AM Water Added on Job,gals Time Sampled 10:35 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Area Corr. Compressive No. (Days) Date (lbs) (in') Factor Strength (psi) Remarks 3713 7 11-25 53100 11.62 1.00 4570 3.43x3.40x6.48 3714 28 12-16 86190 13.03 1.00 6610 3.602x3.617x6.545 3715 28 12-16 75220 12.40 1.00 6070 3.649x3.396x6.470 3716 Hold 00-00 0 0.00 1.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4"X 4"X 8" Reinforcement Conforms Yes n/t: not tested Test Reference C1019/C39 Comments: GeoTest was on site to perform a special inspection for the above masonry walls. Wall reinforcing steel was in place and found to conform with details on the approved plans. Walls were grouted solid via line pump and internally consolidated. COPIES:chumphrey@safebuilt.com,kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com Grout Compressive Strength Test Report PROJECT: Royal Storage-Sharp Design &Build JOB#: 19-0869 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: GB001 PERMIT#: DATE: 11/18/2019 CLIENT: Sharp Design &Build, LLC PAGE#: 1 of 1 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Dan Weaver Placement Location: Building D 8"CMU Walls and Piers at A&0-53, 0&A-C, 53&A-C, 5'4"To 11' Lift Field Data: Eq. No. Supplier Smokey Point Concrete/Skagit Read Slump, in.(C143) 11.00 25 Mix# REDISCC Air Content, %(C231) N/T Mix Description 8Sk, HRWRA,AEA&3/8"Aggregate Unit Weight,pcf(C138) N/T Truck/Ticket# 9172/188288 Air Temperature,°F 50 Strength Required 2000 psi at 28 days Mix Temperature,°F(C1064) 62 DW02 Quantity Placed,cy 16 Field Cure Temperature,°F NT Time Batched 9:38 AM Water Added on Job,gals Time Sampled 10:35 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Area Corr. Compressive No. (Days) Date (lbs) (in') Factor Strength (psi) Remarks 3713 7 11-25 53100 11.62 1.00 4570 3.43x3.40x6.48 3714 28 12-16 86190 13.03 1.00 6610 3.602x3.617x6.545 3715 28 12-16 75220 12.40 1.00 6070 3.649x3.396x6.470 3716 Hold 00-00 0 0.00 1.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4"X 4"X 8" Reinforcement Conforms Yes n/t: not tested Test Reference C1019/C39 Comments: GeoTest was on site to perform a special inspection for the above masonry walls. Wall reinforcing steel was in place and found to conform with details on the approved plans. Walls were grouted solid via line pump and internally consolidated. COPIES:chumphrey@safebuilt.com,kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr vvww.geotest-i nc.com MASONRY INSPECTION REPORT PROJECT: Royal Storage-Sharp Design & Build JOB#: 19-0869 ADDRESS: 17011 59th Avenue NE, Arlington, WA REPORT#: M1001 PERMIT#: DATE: 10/17/2019 CLIENT: Sharp Design & Build, LLC PAGE#: 1 of 2 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Carl Reynolds Item(s) Inspected Location Elevation Building A 8 inch CMU Block Walls and Columns A-J/01-56 0'-6' Reference Drawings: Items Inspected Comments IL Weather Conditions Light Rain Material Conditions 8"CMU Block Walls/Columns Reinforcement /� Installed Grout Space Clear of Mortar Fins Grouting Procedures /� 16 Cubic Yards of Smokey Point Grout Mix#REDISCC Placed by Line Pump Mechanical Consolidation /� Self Consolidating Grout Mix Test Specimens None Periodic Inspection V Continuous Inspection ❑ The above items were conforming V Nonconforming Items(see below) U Comments: Monitored placement of 16 cubic yards of Smokey Point grout mix #REDISCC at Building A 8-inch CMU block walls and Columns grids A-J/01-56, 0-6'. Grout placed by pump. Reinforcing steel inspected prior to placement and was found to be installed according to contract documents. COPIES:chumphrey@safebuilt.com,kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov r Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. Geotest will not be responsible for layout of embeds and/or structure dimensions and locations. 51.5276 G EOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com 1 MASONRY INSPECTION REPORT PROJECT: Royal Storage-Sharp Design & Build JOB#: 19-0869 CLIENT: Sharp Design & Build, LLC REPORT#: M1001 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 2 of 2 CMU Columns to be Placed 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr vvww.geotest-i nc.com MASONRY INSPECTION REPORT PROJECT: Royal Storage-Sharp Design & Build JOB#: 19-0869 ADDRESS: 17011 59th Avenue NE, Arlington, WA REPORT#: M1002 PERMIT#: DATE: 10/17/2019 CLIENT: Sharp Design & Build, LLC PAGE#: 1 of 2 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Carl Reynolds Item(s) Inspected Location Elevation Building D 8 in. CMU Block Walls/Columns A-G/0-53 0'-6' Reference Drawings: General Structural Notes and Masonry Drawings Items Inspected A Comments Weather Conditions Light Rain Material Conditions 8"CMU Block Walls/Columns Reinforcement /� Installed According to Contract Documents Grout Space Clear of Mortar Fins Grouting Procedures /� 16 Cubic Yards of Smokey Point Grout Mix#REDISCC Placed by Line Pump Mechanical Consolidation /� Self Consolidating Grout Mix Test Specimens None Periodic Inspection V Continuous Inspection ❑ The above items were conforming V Nonconforming Items(see below) U Comments: Monitored placement of 16 cubic yards of Smokey Point grout mix #REDISCC at 8-inch CMU block walls and columns A-G/0-53, 0 to 6'. Grout placed by grout pump. Reinforcing steel inspected prior to grout placement and was found to be installed according to contract documents. COPIES:chumphrey@safebuilt.com,kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. Geotest will not be responsible for layout of embeds and/or structure dimensions and locations. 51.5276 G EOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com 1 MASONRY INSPECTION REPORT PROJECT: Royal Storage-Sharp Design & Build JOB#: 19-0869 CLIENT: Sharp Design & Build, LLC REPORT#: M1002 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 2 of 2 Grouting of CMU Column Ya 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com Composite Prism Compressive Strength Test Report PROJECT: Royal Storage-Sharp Design &Build JOB#: 19-0869 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: PB001 PERMIT#: DATE: 10/29/2019 CLIENT: Sharp Design &Build, LLC PAGE#: 1 of 2 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Carl Reynolds Placement Location: Building A 8"CMU block Walls and Columns A-J/01-56, and West End 8"CMU Block Walls at the office, Second Lift Field Data: Eq. No. Prism Type Grouted Time Grout Batched 1:11 PM Unit Type CMU Time Grout Sampled 2:58 PM Mortar Type Type S Grout Slump,in. (C143) 8.00 007 Grout Mix# REDISCC Air Temperature,°F 46 Grout Supplier Smokey Point Concrete/Skagit Read Grout Temperature,°F(C1064) 63 CR01 Strength Required,f m 1500 psi at 28 days Field Cure Temperature,°F Laboratory Data: Lab Test Age Test Total Load Area Corr. Compressive No. (Days) Date (Lbs.) (irl Factor Strength (psi) Remarks 2641 28 11-26 195640 63.62 1.00 3080 2642 28 11-26 169790 63.63 1.00 2670 2643 28 11-26 180250 63.47 1.00 2840 Reinforcement Inspection Yes n/a: not applicable Specimen Size Prism Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C1314/C39 Comments: Monitored and tested placement of 17 cubic yards of Smokey Point Grout mix #REDISCC at Building A 8" CMU block walls and columns, grids A-J/01-56, second lift. Grout placed by pump and was consolidated. Reinforcing steel inspected prior to placement and was found to be installed according to contract documents. 3 - 8 X 8 X 16" CMU block prisms were cast for compression strength testing. COPIES:chumphrey@safebuilt.com,kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com Composite Prism Compressive Strength Test Report PROJECT: Royal Storage-Sharp Design & Build JOB M 19-0869 CLIENT: Sharp Design & Build, LLC REPORT#: PB001 CONTRACTOR: Baker&Sons Concrete Construction L PAGE M 2 of 2 Columns Along J Line Looking West I r if: 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com Composite Prism Compressive Strength Test Report PROJECT: Royal Storage-Sharp Design &Build JOB#: 19-0869 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: PB002 PERMIT#: DATE: 11/18/2019 CLIENT: Sharp Design &Build, LLC PAGE#: 1 of 1 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Dan Weaver Placement Location: Building D, 8"CMU Walls and Piers at Line A/0 to 53, O&A to C, 53&A to C(5'-4"to 11'-0" Lift) Field Data: Eq. No. Prism Type Grouted Time Grout Batched 9:38 A.M Unit Type Med.Weight,N1 Time Grout Sampled 10:50 A.M Mortar Type S Grout Slump,in. (C143) 11.00 25 Grout Mix# REDISCC Air Temperature,°F 50 Grout Supplier Smokey Point Concrete/Skagit Read Grout Temperature,°F(C1064) 62 DW02 Strength Required,fm 1500 psi at 28 days Field Cure Temperature,°F NT Laboratory Data: Lab Test Age Test Total Load Area Corr. Compressive No. (Days) Date (Lbs.) (in 2) Factor Strength (psi) Remarks 4044 28 12-16 246170 65.51 1.00 3760 4045 28 12-16 275810 65.59 1.00 4210 4046 28 12-16 265470 65.54 1.00 4050 Reinforcement Inspection Yes n/a: not applicable Specimen Size Prism Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C1314/C39 Comments: See GeoTest's Grout Report GB001, dated 11/18/19 for comments. COPIES:chumphrey@safebuilt.com,kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com Composite Prism Compressive Strength Test Report PROJECT: Royal Storage-Sharp Design &Build JOB#: 19-0869 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: PB002 PERMIT#: DATE: 11/18/2019 CLIENT: Sharp Design &Build, LLC PAGE#: 1 of 1 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Dan Weaver Placement Location: Building D, 8"CMU Walls and Piers at Line A/0 to 53, O&A to C, 53&A to C(5'-4"to 11'-0" Lift) Field Data: Eq. No. Prism Type Grouted Time Grout Batched 9:38 A.M Unit Type Med.Weight,N1 Time Grout Sampled 10:50 A.M Mortar Type S Grout Slump,in. (C143) 11.00 25 Grout Mix# REDISCC Air Temperature,°F 50 Grout Supplier Smokey Point Concrete/Skagit Read Grout Temperature,°F(C1064) 62 DW02 Strength Required,fm 1500 psi at 28 days Field Cure Temperature,°F NT Laboratory Data: Lab Test Age Test Total Load Area Corr. Compressive No. (Days) Date (Lbs.) (in 2) Factor Strength (psi) Remarks 4044 28 12-16 246170 65.51 1.00 3760 4045 28 12-16 275810 65.59 1.00 4210 4046 28 12-16 265470 65.54 1.00 4050 Reinforcement Inspection Yes n/a: not applicable Specimen Size Prism Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C1314/C39 Comments: See GeoTest's Grout Report GB001, dated 11/18/19 for comments. COPIES:chumphrey@safebuilt.com,kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr vvww.geotest-i nc.com EXPANSION ANCHOR INSPECTION REPORT PROJECT: Royal Storage JOB#: 19-0608 ADDRESS: 17011 59th Avenue NE, Arlington, WA REPORT#: EA001 PERMIT#: 2596 DATE: 11/13/2019 CLIENT: Baker&Sons Concrete Construction LLC PAGE#: 1 of 2 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Dan Weaver Item(s) Inspected Location 1/2"X 3 3/4""Hilti KB-TZ Wedge Anchor Bolts Building A Interior Wall Angle to Post at 6-56&A-J 1/2"X 5"Simpson Titen HD Screw Anchor Bolts Building A Perimeter Wall Track aT A&1-56 Reference Drawing(s): SD-1 Items) Inspected Comments Base Material Condition Dry&Sound Concrete Drill Bit Type Hilti Roto Hammer 1/2"Bit Hole Diameter/Depth /� 1/2"X 3", 1/2"X 4 1/2" Hole Cleanliness(If Applicable) Blown Clean Anchor Type/Name/Dimensions /� Hilti KB-TZ 1/2"X 3 3/4",Simpson Titen HD Screw Anchor 1/2"X 5" Anchor Spacing/Edge Distance /� Per Plan Anchor Embedment Y&4 1/2" Anchor Torque/Displacement 40 Ftlbs Anchor ICC-ES Report Other The above items were conforming Nonconforming Items(see below) Comments: GeoTest was on site to perform a special inspection for the above post installed anchor bolts. The anchors were installed in accordance with the approved plans and the manufacturers published instructions. COPIES:bakersonsconcretellc@gmail.com,troy@sharpdesignbuild.com r Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com EXPANSION ANCHOR INSPECTION REPORT PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: EA001 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 2 of 2 71W View looking at exterior track Simpson HD screw anchors at j F splice locations. r View looking at interior post angle Hilti KB-TZ anchor bolt. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr vvww.geotest-i nc.com MASONRY INSPECTION REPORT PROJECT: Royal Storage JOB#: 19-0608 ADDRESS: 17011 59th Avenue NE, Arlington, WA REPORT#: M1001 PERMIT#: BLDG A-2596 DATE: 10/17/2019 CLIENT: Baker&Sons Concrete Construction LLC PAGE#: 1 of 2 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Carl Reynolds Item(s) Inspected Location Elevation Building A 8 inch CMU Block Walls and Columns A-J/01-56 0'-6' Reference Drawings: Items Inspected Comments IL Weather Conditions Light Rain Material Conditions 8"CMU Block Walls/Columns Reinforcement /� Installed Grout Space Clear of Mortar Fins Grouting Procedures /� 16 Cubic Yards of Smokey Point Grout Mix#REDISCC Placed by Line Pump Mechanical Consolidation /� Self Consolidating Grout Mix Test Specimens None Periodic Inspection V Continuous Inspection ❑ The above items were conforming V Nonconforming Items(see below) U Comments: Monitored placement of 16 cubic yards of Smokey Point grout mix #REDISCC at Building A 8-inch CMU block walls and Columns grids A-J/01-56, 0-6'. Grout placed by pump. Reinforcing steel inspected prior to placement and was found to be installed according to contract documents. COPIES:bakersonsconcretellc@gmail.com,troy@sharpdesignbuild.com r Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. Geotest will not be responsible for layout of embeds and/or structure dimensions and locations. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com 1 MASONRY INSPECTION REPORT PROJECT: Royal Storage JOB#: 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: M1001 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 2 of 2 CMU Columns to be Placed 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com Composite Prism Compressive Strength Test Report PROJECT: Royal Storage JOB#: 19-0608 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: PB001 PERMIT#: 2596 DATE: 10/29/2019 CLIENT: Baker&Sons Concrete Construction LLC PAGE#: 1 of 2 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Carl Reynolds Placement Location: Building A 8"CMU block Walls and Columns A-J/01-56, and West End 8"CMU Block Walls at the office, -@eeewc4 Lift First Field Data: Eq. No. Prism Type Grouted Time Grout Batched 1:11 PM Unit Type CMU Time Grout Sampled 2:58 PM Mortar Type Type S Grout Slump,in. (C143) 8.00 007 Grout Mix# REDISCC Air Temperature,°F 46 Grout Supplier Smokey Point Concrete/Skagit Read Grout Temperature,°F(C1064) 63 CR01 Strength Required,f m 1500 psi at 28 days Field Cure Temperature,°F Laboratory Data: Lab Test Age Test Total Load Area Corr. Compressive No. (Days) Date (Lbs.) (in') Factor Strength (psi) Remarks 2641 28 11-26 0 0.00 1.00 0 2642 28 11-26 0 0.00 1.00 0 2643 28 11-26 0 0.00 1.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size Prism Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C1314/C39 Comments: Monitored and tested placement of 17 cubic yards of Smokey Point Grout mix #REDISCC at Building A 8" CMU block walls and columns, grids A-J/01-56, second lift. Grout placed by pump and was consolidated. Reinforcing steel inspected prior to placement and was found to be installed according to contract documents. 3 - 8 X 8 X 16" CMU block prisms were cast for compression strength testing. COPIES:bakersonsconcretellc@gmail.com,gdavila@SmokeyPointConcrete.com,troy@sharpdesignbuild.com Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com Composite Prism Compressive Strength Test Report PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: PB001 CONTRACTOR: Baker&Sons Concrete Construction L PAGE M 2 of 2 Columns Along J Line Looking West I r if: FIELD REPORT NELSON Project: Royal Self Storage File No.: 1035418 GEOTECHNICAL Owner: Thomco c/o Troy Van Kopp, Date: 8/2/2019 ASSOCIATES,INC Sharp Design&Build Location: Arlington,WA Report No: 10 17311 - 135TH Ave.NE#A-500 Weather: Overcast, 70T Page 1 of 3 Woodinville,WA 98072 (425)486-1669 FAX 481-2510 Purpose of Construction Monitoring Wenatchee,WA 509 665-7696 Visit: By: KSB We visited the site today at the request of Troy Van Kopp of Sharp Design&Build on behalf of Thomco Construction to provide earthwork construction monitoring services for the Royal Self Storage project located at 17011 —59"'Avenue NE in Arlington,Washington. Upon arriving on site, we met with Troy to discuss prior grading activities. We were informed the fill material was placed in 12-inch lifts and compacted with a large single-drum vibratory roller. We were informed and observed the fill was approximately 4-feet deep. We evaluated subgrade throughout the buildings' footprint with a 1/2 -inch diameter steel probe rod and nuclear densometer. The imported fill material consisted of gray to brown,fine to medium sand with silt and gravel. Probing yielded less than f- inch, which we interpreted as medium dense or better conditions. Density testing with the nuclear densometer was conducted under ASTM D-1557, modified proctor. Density Results and locations are included on the attached pages. It is our opinion that the fill was adequately placed and should support the designed loads. We have been providing geotechnical consultation and construction monitoring services on a part-time basis during site- wide grading and earthwork. Our findings and conclusions are based on specific observations made while on site. We understand that the earthwork contractors will continue with site grading and we will continue to monitor these activities,upon request. Attachments: Site Map Signed: ty" Distribution: Katelyn S.Brower,GIT I Iffi t I I i 11�1�� II II — I11. — i 1 11yi 1� it III — t 1 l I,T�I Iy i l l I a ny 11 ` Ale ------------- I I i 1 .. li. 'X� I lll,dllfi,li I 1 If LIT'II 1rT 1I l l f F � 11 11L 1f 11 II � — ' Ill Ill l�l,}lr 1 I � IITII I - - tf1 11�ItI I ll�,:111.r:1 11 1 - I I I 1 � _uy i11��II'�il iy7ltNf�I EiI — 1 I I } t it I=I l it"I 1 i I 1y+1�1 � F II,N `In�ITI If 11 ♦ I 1 i'lll�if 1 , « r I f t f1{11V11'j1 ill 1 .. ; co I I }t'I� 1 1 1 yTl Iyy11 « « , (» t .. l l�`�l lI Ill"II .�q►-« II .. lii Ill.tfl II�.I I � — 11,3t��111,FTf II I} It 14- 1 I{EI I11 T 1 C I t 1 ;1i1{ I l i}11,ri1 .. t 11 t r��i"�ii�{(1 « i ..�• BALL M 1 I i i « Il,iii�rt'TI 11 � 1 •' � '� 4 s IF r { + j 1 VD a a a a a a a F a x H z ° � a o. a a a o. a o 0 � U U o a okn, rn rn rn OW', tn rn w a �p v> vn to p 00 M O rn m ON a, ON o� kn i Fy ON ON O� O\ O� O\ Orn M p V1 N N N N N N N O rl b ��yl N N N N CAM en Imm M UAW tix � A ZZ u l� l� O� Cl! T �� W N a) 00 M M M M M M U � � A w W z W w �r a FAH W *'" t� w 0 0W t 0 � Qz � a Q� O O O O O O O (D A w F A A A A A A A ZON O, O, N N N N N N •O V O A 00 00 00 00 00 00 00 it O ,L w a a FIELD REPORT, NELSON Project: Royal Self Storage File No.: 1035418 GEOTECHNICAL Owner: Thomco c/o Troy Van Kopp, Date: 8/21/2019 ASSOCIATES, INC Sharp Design&Build and 8/22/2019 Location: Arlington, WA Report No: 11 17311 - 135TH Ave.NE#A-500 Weather: Overcast, 70°F Page 1 of 2 Woodinville,WA 98072 (425)486-1669 FAX 481-2510 Purpose of Construction Monitoring Wenatchee,WA 509 665-7696 Visit: By: KSB We visited the site today at the request of Troy Van Kopp of Sharp Design&Build on behalf of Thomco Construction to provide earthwork construction monitoring services for the Royal Self Storage project located at 17011 —59'Avenue NE in Arlington,Washington. Upon arriving on site on 8/21,we met with Troy to discuss earthwork activities.We were informed that an infiltration trench had been excavated and lined with geotextile fabric. While onsite, we observed the backfilling of the trench with two feet of import sand material, and gently compacted by static rolling the material with a large single-drum vibratory roller. We evaluated the compaction of the native material with a '/2" steel probe rod. The material yielded penetrations of 4-5",which we interpret as medium dense,to a degree that should not jeopardize drainage. It is our opinion that the native onsite fill was adequately placed and should support the designed loads as well as provide adequate infiltration for the designed trench.To this point,the infiltration trench appears to be constructed adequately and per the plans. We have been providing geotechnical consultation and construction monitoring services on a part-time basis during site-wide grading and earthwork.Our findings and conclusions are based on specific observations made while on site. Attachments: Site Map Signed: Distribution: Katelyn S.Brower,GTT IIt t t I t l t l t I l i i l , i t , l I t I t t i l I I I I 1 kIXi41 t — i 1 i 1 � II II I,tM Ili - C31- I 11 jf Z s � _ fit• it��n� 4 - t a� I 1 i - �`I 1�' n - • ' I� t - 11L�1 t•TI I I1 ` It Al I I i'111 111 L 11! 1too } LD I I + L-— Vill FI.ELD REPORT NELSON Project: Royal Self Storage File No.: 1035418 GEOTECHNICAL Owner: Thomco c/o Troy Van Kopp, Date: 9/11/19 ASSOCIATES, INC Sharp Design & Build Location: Arlington, WA Report No: 12 17311 - 135TH Ave.NE#A-500 Weather: Overcast, 70°F Page 1 of 3 Woodinville,WA 98072 (425)486-1669 FAX 481-2510 Purpose of Construction Monitoring Wenatchee,WA 509 665-7696 Visit: By: KSB We visited the site today at the request of Troy Van Kopp of Sharp Design&Build on behalf of Thomco Construction to provide earthwork construction monitoring services for the Royal Self Storage project located at 17011 —59r'Avenue NE in Arlington,Washington. We met with Troy to discuss earthwork activities.We were informed that the second infiltration trench had been excavated and lined with geotextile fabric. We were informed that two feet of native sand material had been placed and gently compacted by static rolling the material with a large single-drum vibratory roller. Edges of the gallery were compacted with a jumping jack. We were also requested to evaluate the compaction of the eastern portion of the site. We evaluated the compaction of the material within the gallery with a ''/2" steel probe rod. The material yielded penetrations of 4-5", which we interpret as medium dense, to a degree that should not jeopardize drainage. We also evaluated the compaction of the material on the eastern portion of the site with a %2" steel probe rod and nuclear densometer. The probe rod yielded less than 2 inches in all areas of the subgrade, which we interpreted as medium dense or better conditions. In-place density tests today met or exceeded 95%of optimum compaction for the onsite fill,per ASTM D-1557. See results on attached pages. It is our opinion that the native onsite fill was adequately placed and should support the designed loads as well as provide adequate infiltration for the designed trench. To this point,the infiltration trench appears to be constructed adequately and per the plans. Structural fill in the eastern portion of the site appears to have been properly compacted and should support the designed loads. We have been providing geotechnical consultation and construction monitoring services on a part-time basis during site-wide grading and earthwork. Our findings and conclusions are based on specific observations made while on site. Attachments: Site Map Signed: Distribution: Katelyn S. Brower,GIT in vs 1 1 1 1 1 2 1 I 1;-: I s 1 1 1 1 1 1 i 1 i7� -1 r------ -----------_- - - -- 1 1 1 � II i i 11 II I.iTI II �i'• �.•• o - I I i — s Ilh� lll.N� I11 — �' , i i�111 IT�I l ii�I t s I I�l t yFT III ++� I I i i � ii�1I I i�l�l,,�►11 ii r r F I t1 11 fifii i�} I I — 11 a n1 1n +r 1 } i s ii�l� 11{�tll ii� I w — 1 I `III {yr�Il 1 IJ.-TII t dtf t I � 11„ I II I 11a I 17 Ill +ff Ill li — ! I It 111 lf'1 11 1�Ilk Al I}1, 1 nr1I ill 111 F I — •T 1 1a 11I,l�t 111 I I 1 i '• 11g11�Ii1�t71111i _ I I F IFti II il'I IIL 11 3fI�III r(1 II — z : — i 11 { 'III xIItS' I i t it 11 4 1 1 1� 18 e I I yyt I I SN I l q — 1 tq at I I o s 11 {I9g9q — r Ill Fl lrf'Ili 11 n{j i I I r F — II llr 111,�fi1'+II 1 I„ }I ILF�I I II `--h I - `. '�I Ila111 Ilrsk �• V I I R fill I I 1 ; � 113t1 III,rt� I I (�1 �y — it 11 1 1+fi IL 1 11 r-111 li " 1 �►,� Vs 5 1 11! lrfi Ill,i� � 1. Ir — i l}-111IN•II1 •• i; cam � y sL i » i lIll 1{ 11 1111It I I 1 II IIttItI 11 Ill Lil — I I 1 1 f� l7'lll l{f 111 114 II J41 Ill ltl 11 , I i 7 J�IlI rlll�+ r-- I cd C y W a w a a a a W3 o N 00 fV N A � A Ul z 0 w o o aa. a o 0 M V] N N N N M M M M t, kn VDow U cq F 0 0o N M d- w W W 00 F A 06 �6 06 � z O1 V U) 4 A a A N N N N y� V— o E � a z W U � WW z w � w � o � o 0 0 o cn ►� � 3 � W � A Q A Q � � a d cdci A r, 964 a a GEOTEST I Oak Bellingham I Arlington Oak Harbor www.geotest-inc.com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB#: 19-0608 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: CB003 PERMIT M 2596 DATE: 9/18/2019 CLIENT: Baker&Sons Concrete Construction LLC PAGE#: 1 of 6 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Kevin McInnis Placement Location: Building A Thickened Edge Slab on Grade Sample Location: First Truck, Mid-Load Field Data: Eq. No. Supplier Smokey Point Concrete/Skagit Read Slump, in.(C143) 8.00 20 Mix# 0155P Air Content, %(C231) NT Mix Description 5.5 Sack, NCA, HR WRA,SIL03 Unit Weight,pcf(C138) NT Truck/Ticket# 20098/181667 Air/Mix Temp.,°F(C1064) 55/67 km4 Strength Required 2500 psi at 28 days Field Cure Temperature,°F 56.8-82.0 Quantity Placed,cy 530 Cure Method-Initial/Final Container/Water Tank Time Batched 3:28 am Water Added on Job,gals 0 Time Sampled 3:40 am Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (Ibs) (in) (in 2) Strength (psi) Remarks 752 7 09-25 53410 4.00 12.57 4250 TYPE 2: 753 28 10-16 67570 4.00 12.57 5380 TYPE 2: 754 28 10-16 70640 4.00 12.57 5620 TYPE 2: 755 28 10-16 73110 4.00 12.57 5820 TYPE 2: 756 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection NT n/a: not applicable Specimen Size 4"X 8" Reinforcement Conforms NT n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site to perform concrete testing. Concrete was placed via pump truck thickened edges were consolidated mechanically. The slab was mechanically finished. Curing compound will be used to protect the slab from loss of moisture for the first 7 days. GeoTest informed Smokey Point and the building owner of the slump results. COPIES:bakersonsconcretellc@gmail.com,gdavila@SmokeyPointConcrete.com,troy@sharpdesignbuild.com Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. GO%F T I Oak Harbor Bellingham�Arlington Oak Harborr www.geotest-inc.com 1 Concrete Compressive Strength Test Report * Continuation PROJECT: Royal Storage JOB#: 19-0608 CLIENT: Baker& Sons Concrete Construction LLC REPORT#: CB003 CONTRACTOR: Baker& Sons Concrete Construction L PAGE #: 2 of 6 Sample Location: 16th Truck, Mid-Load Field Data: Truck/Ticket# 30050/181683 Slump,in.(C143) 8.00 Time Batched 4:18 am Air Content,%(C231) NT Time Sampled 6:00 am Unit Weight,pcf(C138) NT Air Temperature,°F 55 Water Added on Job,gals 0 Mix Temp.°F(C1064) 69 Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (in 2) Strength (psi) Remarks 757 7 09-25 51970 4.00 12.57 4130 TYPE 2: 758 28 10-16 69460 4.00 12.57 5530 TYPE 2: 759 28 10-16 67700 4.00 12.57 5390 TYPE 2: 760 28 10-16 65080 4.00 12.57 5180 TYPE 2: 761 Hold 00-00 0 0.00 0.00 0 Comments: Sample Location: 27th Truck Mid-Load Field Data: Truck/Ticket# 79181 /181697 Slump,in.(C143) 7.50 Time Batched 6:03 am Air Content,%(C231) NT Time Sampled 7:00 am Unit Weight,pcf(C138) NT Air Temperature,°F 58 Water Added on Job,gals 0 Mix Temp.°F(C1064) 69 Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (in 2) Strength (psi) Remarks 762 7 09-25 55480 4.00 12.57 4410 TYPE 2: 763 28 10-16 68870 4.00 12.57 5480 TYPE 2: 764 28 10-16 74060 4.00 12.57 5890 TYPE 2: 765 28 10-16 69050 4.00 12.57 5490 TYPE 2: 766 Hold 00-00 0 0.00 0.00 0 GO%F T I Oak Harbor Bellingham�Arlington Oak Harborr wvvw.geotest-i nc.com 1 Concrete Compressive Strength Test Report * Continuation PROJECT: Royal Storage JOB#: 19-0608 CLIENT: Baker& Sons Concrete Construction LLC REPORT#: CB003 CONTRACTOR: Baker& Sons Concrete Construction L PAGE #: 3 of 6 Sample Location: 42nd Truck Mid-Load Field Data: Truck/Ticket# 78093/181733 Slump,in.(C143) 5.00 Time Batched 8:11 am Air Content,%(C231) NT Time Sampled 9:00 am Unit Weight,pcf(C138) NT Air Temperature,°F 55 Water Added on Job,gals 20 Mix Temp.°F(C1064) 70 Water Requested by Truck Driver Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (in 2) Strength (psi) Remarks 767 7 09-25 56960 4.00 12.57 4530 TYPE 2: 768 28 10-16 77210 4.00 12.57 6140 TYPE 2: 769 28 10-16 75620 4.00 12.57 6020 TYPE 2: 770 28 10-16 70020 4.00 12.57 5570 TYPE 3: 771 Hold 00-00 0 0.00 0.00 0 Comments: Sample Location: Fiftieth,Truck Mid-Load Field Data: Truck/Ticket# 6484/181762 Slump,in.(C143) 5.00 Time Batched 9:46 am Air Content,%(C231) NT Time Sampled 10:24 am Unit Weight,pcf(C138) NT Air Temperature,°F 63 Water Added on Job,gals 0 Mix Temp.°F(C1064) 71 Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (in 2) Strength (psi) Remarks 772 7 09-25 57180 4.00 12.57 4550 TYPE 2: 773 28 10-16 69820 4.00 12.57 5550 TYPE 3: 774 28 10-16 70620 4.00 12.57 5620 TYPE 2: 775 28 10-16 67350 4.00 12.57 5360 TYPE 2: 776 Hold 00-00 0 0.00 0.00 0 GONT 1.888.251.5276 Bellingham I Arlington I Oak Harbor www.geotest-inc-com 1 Concrete Compressive Strength Test Report * Continuation PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB003 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 4 of 6 E - GONT 1.888.251.5276 Bellingham I Arlington I Oak Harbor www.geotest-inc-com 1 Concrete Compressive Strength Test Report * Continuation PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB003 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 5 of 6 t 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com Concrete Compressive Strength Test Report * Continuation PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB003 CONTRACTOR: Baker&Sons Concrete Construction L PAGE M 6 of 6 5i"u98t. Water-essed-Acrylic eto cur K { �) A k 4 �+y t GEOTEST 'IOakHarbor www.geotest-inc.com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB#: 19-0608 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: CB003 PERMIT M 2596 DATE: 9/18/2019 CLIENT: Baker&Sons Concrete Construction LLC PAGE#: 1 of 6 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Kevin McInnis Placement Location: Building A Thickened Edge Slab on Grade Sample Location: First Truck, Mid-Load Field Data: Eq. No. Supplier Smokey Point Concrete/Skagit Read Slump, in.(C143) 8.00 20 Mix# 0155P Air Content, %(C231) NT Mix Description 5.5 Sack, NCA, HR WRA,SIL03 Unit Weight,pcf(C138) NT Truck/Ticket# 20098/181667 Air/Mix Temp.,°F(C1064) 55/67 km4 Strength Required 2500 psi at 28 days Field Cure Temperature,°F 56.8-82.0 Quantity Placed,cy 530 Cure Method-Initial/Final Container/Water Tank Time Batched 3:28 am Water Added on Job,gals 0 Time Sampled 3:40 am Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (Ibs) (in) (in2) Strength (psi) Remarks 752 7 09-25 53410 4.00 12.57 4250 TYPE 2: 753 28 10-16 0 0.00 0.00 0 754 28 10-16 0 0.00 0.00 0 755 28 10-16 0 0.00 0.00 0 756 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection NT n/a: not applicable Specimen Size 4"X 8" Reinforcement Conforms NT n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site to perform concrete testing. Concrete was placed via pump truck thickened edges were consolidated mechanically. The slab was mechanically finished. Curing compound will be used to protect the slab from loss of moisture for the first 7 days. GeoTest informed Smokey Point and the building owner of the slump results. COPIES:bakersonsconcretellc@gmail.com,gdavila@SmokeyPointConcrete.com,troy@sharpdesignbuild.com Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. GO%F T I Oak Harbor Bellingham�Arlington Oak Harborr www.geotest-inc.com 1 Concrete Compressive Strength Test Report * Continuation PROJECT: Royal Storage JOB#: 19-0608 CLIENT: Baker& Sons Concrete Construction LLC REPORT#: CB003 CONTRACTOR: Baker& Sons Concrete Construction L PAGE #: 2 of 6 Sample Location: 16th Truck, Mid-Load Field Data: Truck/Ticket# 30050/181683 Slump,in.(C143) 8.00 Time Batched 4:18 am Air Content,%(C231) NT Time Sampled 6:00 am Unit Weight,pcf(C138) NT Air Temperature,°F 55 Water Added on Job,gals 0 Mix Temp.°F(C1064) 69 Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (in 2) Strength (psi) Remarks 757 7 09-25 51970 4.00 12.57 4130 TYPE 2: 758 28 10-16 0 0.00 0.00 0 759 28 10-16 0 0.00 0.00 0 760 28 10-16 0 0.00 0.00 0 761 Hold 00-00 0 0.00 0.00 0 Comments: Sample Location: 27th Truck Mid-Load Field Data: Truck/Ticket# 79181 /181697 Slump,in.(C143) 7.50 Time Batched 6:03 am Air Content,%(C231) NT Time Sampled 7:00 am Unit Weight,pcf(C138) NT Air Temperature,°F 58 Water Added on Job,gals 0 Mix Temp.°F(C1064) 69 Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (in 2) Strength (psi) Remarks 762 7 09-25 55480 4.00 12.57 4410 TYPE 2: 763 28 10-16 0 0.00 0.00 0 764 28 10-16 0 0.00 0.00 0 765 28 10-16 0 0.00 0.00 0 766 Hold 00-00 0 0.00 0.00 0 GO%F T I Oak Harbor Bellingham�Arlington Oak Harborr wvvw.geotest-i nc.com 1 Concrete Compressive Strength Test Report * Continuation PROJECT: Royal Storage JOB#: 19-0608 CLIENT: Baker& Sons Concrete Construction LLC REPORT#: CB003 CONTRACTOR: Baker& Sons Concrete Construction L PAGE #: 3 of 6 Sample Location: 42nd Truck Mid-Load Field Data: Truck/Ticket# 78093/181733 Slump,in.(C143) 5.00 Time Batched 8:11 am Air Content,%(C231) NT Time Sampled 9:00 am Unit Weight,pcf(C138) NT Air Temperature,°F 55 Water Added on Job,gals 20 Mix Temp.°F(C1064) 70 Water Requested by Truck Driver Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (in 2) Strength (psi) Remarks 767 7 09-25 56960 4.00 12.57 4530 TYPE 2: 768 28 10-16 0 0.00 0.00 0 769 28 10-16 0 0.00 0.00 0 770 28 10-16 0 0.00 0.00 0 771 Hold 00-00 0 0.00 0.00 0 Comments: Sample Location: Fiftieth,Truck Mid-Load Field Data: Truck/Ticket# 6484/181762 Slump,in.(C143) 5.00 Time Batched 9:46 am Air Content,%(C231) NT Time Sampled 10:24 am Unit Weight,pcf(C138) NT Air Temperature,°F 63 Water Added on Job,gals 0 Mix Temp.°F(C1064) 71 Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (in 2) Strength (psi) Remarks 772 7 09-25 57180 4.00 12.57 4550 TYPE 2: 773 28 10-16 0 0.00 0.00 0 774 28 10-16 0 0.00 0.00 0 775 28 10-16 0 0.00 0.00 0 776 Hold 00-00 0 0.00 0.00 0 GONT 1.888.251.5276 Bellingham I Arlington I Oak Harbor www.geotest-inc-com 1 Concrete Compressive Strength Test Report * Continuation PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB003 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 4 of 6 E - GONT 1.888.251.5276 Bellingham I Arlington I Oak Harbor www.geotest-inc-com 1 Concrete Compressive Strength Test Report * Continuation PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB003 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 5 of 6 t 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com Concrete Compressive Strength Test Report * Continuation PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB003 CONTRACTOR: Baker&Sons Concrete Construction L PAGE M 6 of 6 5i"u98t. Water-essed-Acrylic eto cur K { �) A k 4 �+y t 51.5276 GEOT E S T 'I Oak Harbor Bellingham I Arlington I Oak Harbor www.geotest-inc.com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB#: 19-0608 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: CB002 PERMIT M 2596 DATE: 9/9/2019 CLIENT: Baker&Sons Concrete Construction LLC PAGE#: 1 of 2 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: John Silk Placement Location: Spread Footings at Grids(01-0/A-J) Building A Sample Location: 1 st Truck Mid-load Taken at Chute at 7.5 Cubic Yards Field Data: Eq. No. Supplier Smokey Point Concrete/Skagit Read Slump, in.(C143) 4.50 Mix# 2253 Air Content, %(C231) 5.4 Mix Description 5.5 Sack w/Aea Unit Weight,pcf(C138) NT Truck/Ticket# 6481 /180550 Air/Mix Temp.,°F(C1064) 60/73 Strength Required 2500 psi at 28 days Field Cure Temperature,°F NT Quantity Placed,cy 7.5 Cure Method-Initial/Final Container/Water Tank Time Batched 12:36 pm Water Added on Job,gals 15 Time Sampled 1:44 pm Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (Ibs) (in) (in 2) Strength (psi) Remarks 314 7 09-16 48990 4.00 12.57 3900 TYPE 2: 315 28 10-07 62150 4.01 12.63 4920 TYPE 2: 316 28 10-07 60500 4.01 12.63 4790 TYPE 2: 317 28 10-07 63280 4.01 12.63 5010 TYPE 2: 318 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection No n/a: not applicable Specimen Size 4"X 8" Reinforcement Conforms NT n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: As requested, GeoTest was on-site to provide a concrete testing inspection. The concrete was placed via truck chute and was mechanically consolidated. COPIES:bakersonsconcretellc@gmail.com,gdavila@SmokeyPointConcrete.com,troy@sharpdesignbuild.com Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. NOWT ,IO@kHarb r Bellingham I Arlington I Oak Harbor www.geotest-inc-com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB#: 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB002 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 2 of 2. low = a r'7� . �I 1 51.5276 GEOT E S T 'I Oak Harbor Bellingham I Arlington I Oak Harbor www.geotest-inc.com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB#: 19-0608 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: CB002 PERMIT M 2596 DATE: 9/9/2019 CLIENT: Baker&Sons Concrete Construction LLC PAGE#: 1 of 2 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: John Silk Placement Location: Spread Footings at Grids(01-0/A-J) Building A Sample Location: 1 st Truck Mid-load Taken at Chute at 7.5 Cubic Yards Field Data: Eq. No. Supplier Smokey Point Concrete/Skagit Read Slump, in.(C143) 4.50 Mix# 2253 Air Content, %(C231) 5.4 Mix Description 5.5 Sack w/Aea Unit Weight,pcf(C138) NT Truck/Ticket# 6481 /180550 Air/Mix Temp.,°F(C1064) 60/73 Strength Required 2500 psi at 28 days Field Cure Temperature,°F NT Quantity Placed,cy 7.5 Cure Method-Initial/Final Container/Water Tank Time Batched 12:36 pm Water Added on Job,gals 15 Time Sampled 1:44 pm Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (Ibs) (in) (in 2) Strength (psi) Remarks 314 7 09-16 48990 4.00 12.57 3900 TYPE 2: 315 28 10-07 0 0.00 0.00 0 316 28 10-07 0 0.00 0.00 0 317 28 10-07 0 0.00 0.00 0 318 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection No n/a: not applicable Specimen Size 4"X 8" Reinforcement Conforms NT n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: As requested, GeoTest was on-site to provide a concrete testing inspection. The concrete was placed via truck chute and was mechanically consolidated. COPIES:bakersonsconcretellc@gmail.com,gdavila@SmokeyPointConcrete.com,troy@sharpdesignbuild.com Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. NOWT ,IO@kHarb r Bellingham I Arlington I Oak Harbor www.geotest-inc-com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB#: 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB002 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 2 of 2. low = a r'7� . �I 1 CITY OF ARL "NGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 12 PHONE; (360) 403-3551 BUILDING PERMIT Address:17011 59th Avenue NE,Bldg A Permit#:2596 Parcel#:31052700100800 Valuation:2259408.00 OVW')M APPLICANT CONTRACTOR Name:PREMIER PACIFIC PROPERTIES LLC Name:Sharp Design&Build,Inc. Name:Sharp Design&Build,LLC Address: 13600 44TH ST NE Address:13 600 44th Street NE Address: 13600 44th Street NE City,State Zip:LAKE STEVENS,WA 98258 City,State Zip:Lake Stevens,WA 98258 City,State Zip:Lake Stevens,WA 98258 Phone: Phone:425-760-8689 Phone:425-760-8689 LIC:SHARPDB852KK EXP:05/30/2021 MECHAMCA .CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 1 & 2 CONST.TYPE: II-B DWELLING UNITS: 0 OCC GROUP: S-1 & B BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI l0/IRC110. SALES TAX Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form aq CIO Cit o *ton#3101. \ ZVOY &-r ,Gpp '7—.01-1 Signa Print Name Date Releas ate CONDITIONS Approved job copy shall be on site for inspections. Adhere to approved plans. Call for inspections. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 7/11/2019 Building Permit Fee $15,072.26 7/11/2019 Building Plan Review Fee $9,796.97 7/11/2019 Processing/Technology Fee $25.00 7/11/2019 State Surcharge-Commercial $25.00 Total Due: $24,919.23 Total Payment: $0.00 Balance Due: $24,919.23 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon ' � 1 Permit Information Date 6/6/2019 Permit Number 2596 Project Name Royal Storage Applicant Name Sharp Design&Build,Inc. Applicant Address 13600 44th Street NE City, State,Zip Lake Stevens,WA 98258 Contact Troy Van Kopp Phone 425-760-8689 Email troy@sharpdesignbuild.com Permit Type Commercial New Site Address 17011 59th Avenue NE,Bldg A Valuation 2259408.00 Status Ready to Issue Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Storage and Office MIC/Opportunity Zone MIC Assigned To Kristin Foster Property Owner Parcel Address Legal Owner Phone Zoning 17011 Section 27 Township 31 Range 05 Quarter NE1/4-PAR 2 OF BLA REC AFN PREMIER 910 31052700100800 59th 200108315002 EXC TH PTN OF SD PAR 2 LY N OF S LN OF PAR 1 OF SD PACIFIC Undeveloped Avenue BLA PROJ ELY TO E LN OF SD PAR 2&EXC RDS-AKA PAR 2 OF CITYOF PROPERTIES (Vacant) NE ARL BLA NO Z-06-015-BLA REC AFN 200606055267 LLC Land Contractors Contractor Name TPrimary Contact Phone Email Contractor Type License License#I Sharp Design&Build.LLC trov Van Kopp 425-760-8689 ro @shar desi nbuild.com CONTRACTOR Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $15.072.26 Buildina Plan Review Fee 345.83.00.00 $9.796.97 Processino/Technolo v Fee 341.43.00.02 $25.00 State Surcharge-Commercial 386.00.01.00 $25.00 Total $24,919.23 Notes Date Note .� .: I 13214/2019 Once Safebuilt comr'-',s review,contact Mike for review. Uploaded Files Upload Fife Date File Uploaded B 6/11/2019 10:40:24 AM IZ596 Application.pdf Foster.Kristin �; FIELD REPORT ' NELSON Project: Royal Self Storage File No.: 1035418 GEOTECHNICAL Owner: Thomco c/o Troy Van Kopp, Date: 8/2/2019 ASSOCIATES,INC Sharp Design&Build Location: Arlington,WA Report No: 10 17311 - 135'Ave.NE#A-500 Weather: Overcast, 70T Page 1 of 3 Woodinville,WA 98072 (425)486-1669 FAX 481-2510 Purpose of Construction Monitoring Wenatchee,WA 509 665-7696 Visit: By: KSB We visited the site today at the request of Troy Van Kopp of Sharp Design&Build on behalf of Thomco Construction to provide earthwork construction monitoring services for the Royal Self Storage project located at 17011 —590'Avenue NE in Arlington,Washington. Upon arriving on site, we met with Troy to discuss prior grading activities. We were informed the fill material was placed in 12-inch lifts and compacted with a large single-drum vibratory roller. We were informed and observed the fill was approximately 4-feet deep. We evaluated subgrade throughout the buildings' footprint with a 1/2 -inch diameter steel probe rod and nuclear densometer. The imported fill material consisted of gray to brown,fine to medium sand with silt and gravel. Probing yielded less than I- inch, which we interpreted as medium dense or better conditions. Density testing with the nuclear densometer was conducted under ASTM D-1557, modified proctor. Density Results and locations are included on the attached pages. It is our opinion that the fill was adequately placed and should support the designed loads.We have been providing geotechnical consultation and construction monitoring services on a part-time basis during site- wide grading and earthwork. Our findings and conclusions are based on specific observations made while on site. We understand that the earthwork contractors will continue with site grading and we will continue to monitor these activities,upon request. AUG 06 cL rk?zsOILP Attachments: Site Map Signed: Distribution: Katelyn S.Brower,GIT 1 -- Irlllalalt 11--- ---11--- 11111 ir I1LaLill — I , - r I_ l; 'il "' 'ii 41 1 1 , Ikr l 1 II iii i;t�i r i I r i :f Ti'.:Ff I ii.;ff 1 • 1 G. to l 11,t11 � — 1 I IZZ71 I II 11 t It ~ 1 � L to ito, lit ;,i Ili 11 1I1 II �iili +l __ i� ,;}iJ I I , , 'I Iillit I iil 11 _ — ; ! f iifl ' l — CD ki 1 1 ! Y 1 1 L-- _ 1 I H CA w o41) kf) A � 4-4 E� z O a o � v Uo a a rn W) o, av'. a okr', a a 00 e O rn ON kn rn C; a G Vl N N N N N N N rl y 'b Z en .Mr M en a� w M a a y w mma V 2 Z goy [[-] _" 0 00 Y�I ^�W W [- It N en O 00 y 3 M M M M M 00 H (W ,W` 4 _z a � W � w U z oW z � a 4 pow O � � _o A a A � v � � er � e• c w � w Z W BOO o � an �, w cc A Q Q Q A z � •O U O A 00 00 00 00 00 00 00 a .a a 1 PRE—CONSTRUCTION MEETING AGENDA 0 Community&Economic Development City of Arlington • 18204 591h Avenue NE• Arlington,WA 98223 • Phone(360)403 3551 Project Name: Royal Storage Project No.: BLD2596 Date: 7/11/2019 Contractor: Sharp Design&Build Superintendent:Troy Van Kopp Ph.No.:425-760-8689 The purpose of this meeting is to provide the most common inspections and noteworthy information.This meeting is not intended to be all-encompassing. It is the responsibility of the Owner,Developer and Contractor to adhere to the approved plans,verify compliance with the City of Arlington Municipal Code,Public Works Design and Construction Standards,International Building Codes and applicable local,state and federal requirements. INSPECTIONS • INSPECTIONS(360-403-3417) MUST BE CALLED IN BEFORE 3;30 PM TO BE ON THE NEXT BUSINESS DAY INSPECTION SCHEDULE • FIRE SUPPRESSION(FIRE ALARM,FIRE SPRINKLER) INSPECTION REQUESTS REQUIRE 48 HOURS NOTICE • Inspection are Monday-Friday with exception of Local,State or Federal Holidays. Building or Civil Inspections-8 am to 4:30 pm;Water or Sewer inspections-8:00 am to 3:30 pm • To cancel or modify an inspection-Building or Civil call 360-403-3551;Water or Sewer call 360-403-3526 • It is the responsibility of the Owner,Developer and Contractor to call and arrange for appropriate inspections.Onsite tailgate meetings are advised with each individual inspector prior to installation of their related facilities with those persons who are actually performing the work • Failure to call for inspection may result in work being left exposed and/or removed and reconstructed • Re-inspections may be charged at$127.00 per hour,1/2 hour minimum for failure to call for inspection ADDITONAL REQUIREMENTS • Notice shall be given 3 days in advance of any approved traffic deviation by notifying Kristin Banfield; 360 403-3444 or kbanfield@arlingtonwa.gov and Community and Economic Development 360-403-3551 or ced@arlingtonwa.gov. • Private property owners which may be affected by the proposed work must be notified in advance of potential disruptions in access or utility services. • Any infrastructure affected by this installation shall be restored to City of Arlington City of Arlington Design and Construction Standards within a period not to exceed 7 days from completion of the installation.Roadway repair shall be per City Standard Detail R-140. Inspections shall include,but are not be limited to: Building Inspection Line 360-403-3417a • Inspection request procedures and scheduling • Permit Expiration,conditions for extension,renewal Special Inspections �w�L )L)I- 1 a'�V'Y_11 • Revisions,changed conditions,and added work • Wall/rockeries separate building permit • FOOTING `�\ 1 n n nj� � • UAIR&RQi1AF®-H'YDffO�FC� i • FOUNDATION � "^^ .� ��"'1" F3�'jC-Ot�— • UNDERFLOOR I Ul,l,{ V IYLY • FDC FLUSH • SHEARWALL • FIRE ALARM/AUTOMATIC SPRINKLER FINAL HOOD • PLUMBING(groundwork) SUPPRESSION SYSTEM • ROUGH PLUMBING • GAS PIPINGjKe_ • ROUGH HEATING&VENTILATION • FRAMING • INSULATION • WALLBOARD(SHEAR/RATED WALLS) CEILING GRID • STRUCTURAL SLAB t • CROSS CONNECTION CONTROL IN PREMISE ^ Revised 6/2019 -7 d� oiC�f�Ci i caUJU UV,l � pCDVNrat (ram P�(a�c, �FJR 1 Pz /Vl ReN57�J a� (optu� �1�Ni p LO \� G M oCIO j cz a� E 3 3 4 � CD o tw ov N --t cA cis . ¢ o o `� 4-1 S o cz p rF 00 � M W l . N M M M � � N J� V V > O M M CD LO Z c a a m can 0-4 co E W u O �" l0 b.0 t S OO Lf� _ S. fg N C ❑ S �i w w V G� O td C � 4-j ~ nO V U U V) L � w E 4 z �. Z a cz O �i r-� O _ o a o r' F a coy � o � o b N ct 0 s, a� o V � vtcz a y U o -(- � x b c 4 �a. A o D .c `. ' � � ,, COMMERCIAL APPLICATION r�iVti`1� PERMIT SUBMITTAL Department of Community a Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223- Phone(360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. L� One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) B no(1) City of Arlington Comm erciaVMuIt-Family Submittal Requirements Form Two (2)Architectural Drawings Two (2) Structural Drawings Two(2) Structural Calculations 0� One (1) Project Specification Manuals(if applicable) One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms Q� One (1)Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape,and then ROLLED TOGETHER IN COMPLETE SETS An Intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to ced@arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 9 c A COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10_ 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAG 51-50 Washington State Building Code 2. WAG 51.51 Washington State Residential Code 3_ WAG 51-52 Washington State Mechanical Code 4. WAG 51-54 Washington State Fire Code 5. WAG 51-56&51-57 Washington State Plumbing Code and Standards 6. WAG 51-11 Washington State Energy Code 7. WAG 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&I RC R401,4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans.Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink,blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 9 COMMERCIAL APPLICATION IN � PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington s 18204 59th Ave NE• Arlington,WA 98223 • Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN-REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines 9. Show the location of all existing underground utilities, including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. ❑ ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ❑ Floor Plan a) Plan view 1/8"minimum scale.Details a minimum %.-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. REV 2015 Page 3 of 9 -- COMMERCIAL APPLICATION PERMIT SUBMITTAL tr`vt'~ Department of Community$ Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360) 403-3551 j) Show the location of all new walls,doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 118"minimum scale. Details a minimum %.-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1.Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. ❑ Framing Plan a) Specify the size,spacing,span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connootiono. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings,headroom,handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. f-1 SPECIAL INSPECTION I- Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1 D. ❑ WASHINGTON STATE ENERGY CODE 1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2015 Page 4 of 9 Vtil1 �A COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately.Mechanical,electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued. You must provide the Permit Center a copy of the approval letter or the approved plans.Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project:ROYAL STORAGE Valuation: $4 MIL Project Address: 17011 59TH AVE NE, ARLINGTON, WA 98223 Parcel ID#: 31052700100800 Legal Description NE 1/4 27-31-05 Owner: ROYAL STORAGE, LLC Phone Number: 425-760-8689 Address: 13600 44TH ST NE City:LAKE STEVENS State:WA Zip Code:98258 Engineer:PACIFIC SURVEYING & ENGINEERING Phone Number: 360-671-7387 Cell Phone: 360-815-3885 E-mail: DGALBRAITHCaDPSESURVEY.COM 909 SQUALICUM WAY STE 111 BELLINGHAM WA 98225 Address. City: State: Trp Code: General Contractor:SHARP DESIGN & BUILD, LLC Phone Number:425-760-8689 Cell Phone: 425-760-8689 E-mail:TROY@SHARPDESIGNBUILD.COM Address:13 600 44TH ST NE City:LAKE STEVENS State: WA Zip Code: 98258 Contractor's License Number:S HARPDB852KK Expiration:05-30-2021 Contact Person: TROY VAN KOPP Phone Number: 425-760-8689 Cell Phone: 425-760-8689 E-mail:TROY@SHARPDESIGNBUILD.COM Address: 13600 44TH ST NE City:LAKE STEVENS State: WA Zip Code: 98258 Proposed Scope of Work:NEW SELF-STORAGE FACILITY REV 2015 Page 6 of 9 y 41 COMMERCIAL APPLICATION rN�1° PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 Project Name/Tenant ROYAL STORAGE Site Address17011 59TH AVE NE, ARLINGTON, WA 98223 Bldg/Unit/Suite IBC Construction Type II-B IBC Occupancy Type B,S1.0 Description of Use SELF-STORAGE Building Square Footage 73,620 including 30,600 Canopy Number of Stories Office 2; All others 1 Square Footage Per Floor First Floor: 41,900, Second Floor: 1,120, Canopy: 30,600 Will there be any installation, modification or removal of the following?(Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq fI)or canopies(>400 sq ft) Provide details on any of the abovo checked item Installation,changes,modifications or removal of any of the above may require additional submittals, Information, or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL ��1 G Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 ROYAL STORAGE Name of Project: Project Address: 17011 59TH AVE NE, ARLINGTON, WA 98223 Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of _ will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). (V) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete V) Structural Masonry (r/) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. 11 inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected far coniorrnance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution. A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspectlon firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site,for review. REV 2015 Page 8 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL JNC.� D f Department o Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223 • Phone(360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner:TROY VAN KOPP Date I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington. Applicants Signature TROY VAN KOPP Print Applicants Name Date FOR STAFF USE ONLY Received Permit# Accepted By Amount Received Receipt# ��— REV 2015 Page 9 of 9 4 _ , I ie.=.rah L&I LaborA-Zhidex Help my I.M Safety&Health Claims&Insurance Workplace R• Trades&Licensing Washington State Department of Labor & Industries Sharp Design& Build LLe Owner or tradesperson THOMAS,LISA MARIE 13600"TH ST NE .......... _.............. __.............. Principals LAKE STEVENS,WA 98258 THOMAS,LISA MARIE,PARTNER/MEMBER 425-377-9130 SNOHOMISH County THOMAS,DAVID WILLIAM,PARTNER/MEMBER • VAN KOPP,TROY EUGENE,PARTNER/MEMBER • Thomas,Edmund Mark,MANAGER (End:05/17/2017) WA UBI No. Business type 603 408 597 Limited Liability Company Certifications&Endorsements License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. SHARPD8852KK Effective—expiration 05/12/2015—05/3012021 Bond Cincinnati Ins Co $12,000.00 Bond account no. B1220327 Received by L&I Effective date 05/12/2015 04/28/2015 Expiration date Until Canceled Insurance Travelers Property Cas Co of A $1,000,000.00 Policy no. DT-CO-3655R040-IND-1 Received by L&I Effective date 05/13/2019 07/07/2018 Expiration date 07/07/2020 Insurance history INUM /-1 savings No savings accounts during the previous 6 year period. \ Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Public Works Requirements Workplace safety and health NOTICE r TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: 2_�l ., M�M DATE: 2-2-07- ) JOB ADDRESS: I-10I( \c- LOT#: PROJECT: V�J fA I �=i 0[7_6hr TYPE OF INSPECTION: I , OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DA M PLANNING M CIVIL M BUILDING CITY OF ARLINGTON 'k S • I NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY M APPROVED PERMIT#: LOT#: DATE: (o 0 6,U JOB ADDRESS: 1-7vld ,y ,- Ayc /V TYPE OF INSPECTION: f7, ,c- lw--, ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION (JGSS'C� A Luhrl ele. Fr ce, 1 r6o^v hc�rc.-i—, eA oS r, of fwu Cre d 1rs /l ed ate n.y Q fC Stoc,-c,4e- (Icj,- Co O i^spPC4,6•-\ THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 (9-0(,- 00,00 INSPECTOR DATE DQ;i °BUILDING DEPT.°PLANNING DEPT. CITY OF ARLINGTON COMMERCIAL APPLICATION �V�� PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. Lf One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) E3 One (1) City of Arlington Commercial/Mulli-Family Submittal Requirements Form ®� Two (2)Architectural Drawings ®� Two (2) Structural Drawings ®� Two (2) Structural Calculations One (1) Project Specification Manuals (if applicable) One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms 0� One(1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to eed@arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 9 _�� cow MERCIq . ' � � APPLICATION PERMI ION �epa r-resent of Community s VBMITTAL City of Arlington - 7 an2,4 ent Ave n & Economic W mtc Development A. FEES DUE AT TIME OF PERMIT 1�SV,yNCE A 98�23 • Phone(3613) 403-3551 B. CODES The City of Arlington currently enforces the f0lIIowing: International Codes 1. 2015 International Building Code (IBC) 2. 2015 International Residential Code (I RC) 3. 2015 International Mechanical Code (IMC) 4. 2015 International Fuel Gas Code (I FGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Coq, OPMC 8. 2015 International Existing Property Code (IEE3C) ) 9. 2015 Washington State Energy Code (WEgC) 10. 2009 Accessible& Usable Buildings and Facilities (ICC ANSI 1417,1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAG 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-468 Electrical Safety Standards. Administration. and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENI.S Design Wind Speed: 85 miles per hour Ground Snow Load: 25 pounds per sou<are footre C) Seismic Zone: D2 Rainfall: 2 inches per hour for Frost Line Depth: 12 inches roof drainage design. Soil Bearing Capacity: 1,500 psf unless a Ceo Technical Report is provided. D. PLANS AND DRAWINGS (IBC Table 1804.2&IRC R401.4.1) Submit two(2) complete sets of drawings and plans. Dra 30'X 42"paper.All sheets are to be the same size and wings and plans must be sub dimensions, in indelible ink. blue line,or other professional ed, miffed on minimum 1 al me Plans will Plans are required to be 8 X`4 um for construction.that have red lines.cut and paste details d�a' will not be clear) °f maxim signed the plans. those that have been aGCepted that are markeClegible, with scaled or altered after the preliminary or not Please Note:A separate submittal of plans is required for desig'�professional has each building or structure. REV 2015 Page 2 or 9 A CC.� IMMERCIAL APPLICATION 9 LIGATION f�� PERMIT SUBMITTAL 4ef:)Partment of Communit City of Arlingt o n . 13Z04 59fh Ave M�- Arlin�gton,yJEconomic DevelopmentA 98223• Phone(360) 403-3551DETAILED�S�UWAM�VTTAL REQUIREMENTS Mark each box to designate that the information�a_s been provided Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN— REQUIRED NOM1TH ALL SUBMITTALS (May be included as part of the Architect"rat Drawing cover Sheet) 1. Drawing shall be prepared at sc;�k I,--- not to exceed 1"=20 feet. 2. Shaw building outline and all extc---ri or improvements. legal3. Provide property 4. Provide d mens on s from p n the pro a nd show property lines. p pertY fines to a minimum of two irregular plan shapes). building corners(or two identifiable locations for 5. Show building setbacks, easerne"t— and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for th E�? first level. 8. Provide topographical map of the cXistin grades contour fines. 9 grades and the proposed finished 9. Show the location of all existing u n Cierground utilities, includingw ales with maximum five feet elevation 10. Flood hazard areas,flvodways, ancy design flood elevations as applicablewer,gas and electrical. B. ❑ ARCHITECTURAL DRAWIINgGS 1. ❑ Cover Sheet a) Building Information 1. Specify model core information. 2. Construction TYPe. 3. Number of stories and total height in feet. 4.5. Bildingcuquar Totage(perfloorandtotal) 6. Mixed-use ratio (if (Show all types by floor and total). applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be Perfor►ned under this permit b) Design Team Information; 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum Y-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant Toad calculation e) Show ALL exits on the lans;include nn the floor plan_(on every floor,in all rooms and spaces f) Show Barrier-Free information on the ew. existing or laminated. } drawiqs. g) Show the location of all permanent rooms) walls and shafts. ) Pro l adjacent vide a doorand doorhardw Want spaces,,f applicable. are schedule. REV 2015 Page 3 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL D epartment of Community & Economic Development City of Arlington • 18204 59th Ave iiNE • Arlington, WA 98223 • Phone(360) 403-3551 j) Show the location of all view walls,doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. Im) Provide a legen Indicate on the plans that dis#anguihes eted walls.xisting walls,walls to be removedand new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 118"minimum scale. Details a minimum %.-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all Emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include alighting fixture schedule. 4. ❑ Framing Plan a) Specify the size, spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam EtW floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings, headroom,handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less, show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1.One (1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement (HMIS)_ Contact the Arlington REV 2015 Page 4 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360) 403-3551 The building permit does not include any mec Ihanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately.Mechanical,electrical, plurnbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans.Contac# the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 9 G4�� 4� COMMERCIAL APPLICATION PERMIT SUBMITTAL �l! G Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223 • Phone(360) 403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED 0YA COMMERCIAL APPLICATION SUBMITTAL CHECKLISTAND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project:ROYAL STORAGE Valuation: $4 MIL Project Address: 17011 59TH AVE NE, ARLINGTON, WA 98223 Parcel ID#: 31052700100800 Legal Description NE 1/4 27-31-05 Owner: ROYAL STORAGE, LLC Plwne NumUur: 425-760-8689 Address: 13600 44TH ST NE City:LAKE STEVENS State:WA Zip Code:98258 Engineer:PACIFIC SURVEYING & ENGINEERING Phone Number: 360-671-7387 Cell Phone: 360-815-3885 E-mail: DGALBRAITH(a)PSESURVEY.COM Address: 909 SQUALICUM WAY STE 111 city: State:BELLINGHAM WA Zip Code:98225 General Contractor:SHARP DESIGN & BUILD, LLC Phone Number:425-760-8689 Cell Phone: 425-760-8689 E-mail: TROY@SHARPDESIGNBUILD.COM Address.13 600 44TH ST NE City:LAKE STEVENS State: WA Zip Code: 98258 Contractor's License Number:SHARPDB852KK Expiration:05-30-2021 Contact Person: TROY VAN KOPP Phone Number:425-760-8689 Cell Phone: 425-760-8689 E-mail:TROY@S HARPDESIGN BUILD.COM Address: 13600 44TH ST NE city:LAKE STEVENS State:W_ Zip Code:98258 Proposed Scope of Work:NEW SELF-STORAGE FACILITY REV 2015 Page 6 of 9 A I COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 Project Name/Tenant ROYAL STORAGE Site Address17011 59TH AVE NE, ARLINGTON, WA 98223 Bldg/Unit/Suite ISC Construction Type II-B IBC Occupancy Type B.S1.0 Description of Use SELF-STORAGE Building Square Footage 73,620 including 30,600 Canopy Number of Stories Office 2; All others 1 Square Footage Per Floor First Floor: 41,900, Second Floor: 1,120, Canopy: 30,600 Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems Cl Fire pumps 0 Flammable and combustible liquids(tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace IZ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes,modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 a COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 ROYAL STORAGE Name of Project:Project Address: - 17011 59TH AVE NE, ARLINGTON, WA 98223 Special Inspection Firm: Address: Contact Person: - -- - - Phone: - - -- -- -- ------- - Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of _ -_ will perform special inspection for the following types of work(separate farms must be submitted if more than one firm is to be employed). (�) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete Structural Masonry Structural Steel and Welding { ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( 1 Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties-Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector. The contractor shall maintain all daily inspections reports,on site,for review. REV 2015 Rage 8 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda. Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project,until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner TROY VAN KOPP Date: hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington. Applicants Signature TROY VAN KOPP Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# C' te'f�eivedL REV 2015 Page 9 of 9 � r z a o � WoCD y � 0 C � crnoo.. z � oa rr y V z � zro co m r-r mnz 00 Wl z r v � oZ 0o y CD M n �1 r M m x � Z (A > y a om-4 O r� n o ° � � r rt tz b ° CTQ dCDC Z CD 'l � n c � dn n tz CD -f Ds CD a 1% O N z r C+ o CA HCD CD n z n Z z' YCD Z O tz x r b o C z z z c Ul o m I'D rn !D N y o 0 fD y CD COMMERCIAL APPLICATION ��l�Nc,10 PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223- Phone(360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the Information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. 2/ One (1) City of Arlington CommerciaVMulti-Family Permit Application (One (1) permit application per building or structure is required) T)ne (1) City of Arlington Comm ercial/MuIti-Family Submittal Requirements Form Two (2)Architectural Drawings ®� Two (2) Structural Drawings ®� Two (2) Structural Calculations One (1) Project Specification Manuals(if applicable) LrJ One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ©� One (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to cedParlingtonwa.gov. I acknowledge that all Items designated above are included as part of this application. REV 2015 Page 1 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51.51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans.Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line,or other professional media.Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 9 COMMERCIAL APPLICATION �N��o PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223 • Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN-REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. ❑ ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ❑ Floor Plan a) Plan view 1/8"minimum scale.Details a minimum %.-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. REV 2015 Page 3 of 9 o COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 j) Show the location of all new walls,doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum Yvinch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include alighting fixture schedule. 4. ❑ Framing Plan a) Specify the size, spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings, headroom,handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1 Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2015 Page 4 of 9 Y O f COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately.Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued.You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@ariingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 9 COMMERCIAL APPLICATION ING' PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project:ROYAL STORAGE Valuation: $4 MIL Project Address: 17011 59TH AVE NE, ARLINGTON, WA 98223 Parcel ID#: 31052700100800 Legal Description NE 1/4 27-31-05 Owner: ROYAL STORAGE, LLC Phone Number: 425-760-8689 Address: 13600 44TH ST NE City: LAKE STEVENS State:WA Zip Code:98258 Englneer:PACIFIC SURVEYING & ENGINEERING Phone Number. 360-671-7387 Cell Phone: 360-815-3885 E-mail: DGALBRAITHCa PSESURVEY.COM Address: 909 SQUALICUM WAY STE 111 City: State:BELLINGHAM WA Zip Code:98225 General Contractor:SHARP DESIGN & BUILD, LLC Phone Number:425-760-8689 Cell Phone: 425-760-8689 E-mail: TROY@SHARPDESIGNBUILD.COM Address:13600 44TH ST NE City. LAKE STEVENS State: WA Zip Code: 98258 Contractor's License Number:S HARPDB852KK Expiration:05-30-202 1 Contact Person: TROY VAN KOPP Phone Number: 425-760-8689 Cell Phone: 425-760-8689 E-mail:TROY@S HARPDESIGN BU ILD.COM Address: 13600 44TH ST NE City:LAKE STEVENS State: WA Zip Code: 98258 Proposed Scope of Work:NEW SELF-STORAGE FACILITY REV 2015 Page 6 of 9 y COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 Project Name/Tenant ROYAL STORAGE Site Address17011 59TH AVE NE, ARLINGTON, WA 98223 Bldg/Unit/Suite IBC Construction Type II-B IBC Occupancy Type B.S1.0 Description of Use SELF-STORAGE Building Square Footage 73,620 including 30,600 Canopy Number of Stories Office 2: All others 1 Square Footage Per Floor First Floor: 41,900, Second Floor: 1,120, Canopy: 30,600 Will there be any installation, modification or removal of the following?(Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace 1Z Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes,modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 -- COMMERCIAL APPLICATION PERMIT SUBMITTAL INC'`ti��' Department of Community & Ec onomic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 ROYAL STORAGE Name of Project: Project Address: 17011 59TH AVE NE, ARLINGTON, WA 98223 Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). (V) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete V) Structural Masonry V) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution. A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division priorto the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site,for review. REV 2015 Page 8 of 9 G1 y �r COMMERCIAL APPLICATION '�►lr ��' PERMIT SUBMITTAL Department of Community 8r Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223 • Phone(360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project,until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner:TROY VAN KOPP Date: I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington. Applicants Signature TROY VAN KOPP Print Applicants Name Date FOR STAFF USE ONLY R�e,ceived Permit# Accepted By Amount Received Receipt# J�idkR REV 2015 Page 9 of 9 S NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: l P MGM DATE: Z•�� f JOB ADDRESS: I�1li I SLIT}� A4 LOT#: PROJECT: PXki TYPE OF INSPECTION: I.` '01 ` OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND �. PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. t' FOR INSPECTION CALL: 360-403-3417 INSPECTOR DA' .®. O PLANNING O CIVIL O BUILDING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: LOT#: DATE: (o-)(,—0 6 o U JOB ADDRESS: !-Tale A ra s e TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-35511 ❑ CALL FOR REINSPECTION f •.e i G, C o� — �JGSS.1 U Lr-6 aleL+CCC4 foorn he...rtt'LzS�-u:r1 LGL�eI M Cl' an [� �t_OM t��5'�ta./S i. L use 1 ��+.- < •�e a� -r-wo �..o cI e>o rs <, �//�Gur keepelos,� r n�et) /te.v.S /.[fe SeQ4.•o�C �rVr Cabo in�pPe{.ems THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 b-oc, D000 INSPECTOR DATE CAS t O,O BUILDING DEPT. - Cl PLANNING DEPT. CITY OF ARLINGTON CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 ` PHONE; (360) 403-3551 BUILDING PERMIT Address:17011 59th Avenue NE,Bldg A Permit#:2596 Parcel#:31052700100800 Valuation:2259408.00 OWNER APPLICANT CONTRACTOR Name:PREMIER PACIFIC PROPERTIES LLC Name:Sharp Design&Build,Inc. Name:Sharp Design&Build,LLC Address: 13600 44TH ST NE Address:]3600 44th Street NE Address: 13600 44th Street NE City,State Zip:LAKE STEVENS,WA 98258 City,State Zip:Lake Stevens,WA 98258 City,State Zip:Lake Stevens,WA 98258 Phone: Phone:425-760-8689 Phone:425-760-8689 LIC:SHARPDB852KK EXP:05/30/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: I & 2 CONST.TYPE: 11-B DWELLING UNITS: 0 OCC GROUP: S-1 & B BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI l0/IRCI l0. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form arl Ci o ton t 3101. , y yow DPP 7-��-� -7/11 IN >rignatu,U Print Name Date bate CONDITIONS Approved job copy shall be on site for inspections. Adhere to approved plans. Call for inspections. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 7/11/2019 Building Permit Fee $15,072.26 7/11/2019 Building Plan Review Fee $9,796.97 7/11/2019 Processing/Technology Fee $25.00 7/11/2019 State Surcharge-Commercial $25.00 Total Due: $24,919.23 Total Payment: $0.00 Balance Due: $24,919.23 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon AFE V/ Sbuilt . an Revie BY SAEEbu It PLAN REVIEW APPROVAL LETTER O!Fq ICE �QP� DATE: 6/24/2019 Plot MT TO: ROYAL STORAGE FROM: Lou Whitford PHONE: 425-760-8689 PHONE: 206-503-5948 EMAIL: troy sharpdesi nbuild.com EMAIL: Iwhitford@safebuilt.com PERMITS#: BLDG-2596/ BUILDING A BLDG-2608/ BUILDING B BLDG-2609/ BUILDING C BLDG-2610/ BUILDING D OCCUPANCY GROUP: B & S-2 PROJECT: ROYAL STORAGE TYPE OF CONSTRUCTION: II-B ADDRESS: 1701159TH AVE NE NUMBER OF STORIES: 1 & 2 SAFEbuilt Inc. has reviewed the projects below documents for conformance to the provisions of the 2015 International Building Code, Uniform Plumbing Code, International Fuel Gas Code, International Mechanical Code and International Energy Conservation Code as adopted and amended by the State of Washington and the City of Arlington. The permits referenced above is recommended for release of the reviewed construction documents for this project. All outstanding comments have been addressed in an adequate fashion and no comments remain. Please do not hesitate to contact me if any assistance is needed with this process. Sincerely, Lo-w WkLffarol Senior Plans Examiner 1621 114th Ave SE, Ste 219 Bellevue, WA 98004 lwhitford@safebuilt.com PROJECT DESCRIPTION PHASE I BUILDING SUMMARY DESIGN DATA THIS PROJECT INCLUDES ONE TWO STORY OFFICE AND 22,400 SF SELF STORAGE,TWO • • SINGLE STORY STORAGE BUILDINGS,AND ONE CARPORT TOTALING 41,445 SF. EGRESS WIDTH APPLICABLE CODES AND REFERENCES OWNER AND CONSULTANT LIST CNSTRU BLDG. AREA OCCUPANCY TYPE CT. TABLE 1004.1.2 SPRINKLER GROSS SOFT.OCCUPANT LOAD 1005.3.1 EXEPT.1 REMARKS OWNER 1555.3.2 International Codes BLDG"A" GROUND Building segmented into Royal Storage,LLC S1 IIB NO 22,400 SOFT. 22,400/500=45 45 x 0.2=9 13600 44th St.NE PETER SCXROEDER ARCXIIECTS SEMI-HEATED STORAGE into areas<12,000SQFT 20151nternationalBuildingCode(IBC) Lake Stevens,WA 08258 A I • BLDG"A" GROUND Building segmented into 2015 International Residential Code(IRC) C:425-377-9130 3838 Oath Avenue NE CONDITIONED OFFICE B IIB NO 1,200 SOFT. 1,200/100=12 12 x 0.2=2.4 into areas<12,000SQFT 2015 International Mechanical Code(IMC) Seattle Washington,96105 APPLICANT (206) -954 - 0442 BLDG."A" ndFLOOR B IIB NO 1,120SOFT. 1,120/100=12 12x0.2=2.4 Building segmented into 2015 International Fuel Gas Code(IFGC) TROY VAN KOPP psaaia@comeast.net CONDITIONED OFFICE into areas<12,000SQFT 2015 International Fire Code(IFC) 13600 44TH ST.NE Rxnnoxu SYMBOL OF InccESS Sw>LG BEwnNE ON BLDGAT Building segmented into LAKE 5-760- 6 WA 08258 a<GEB4CNGROONc NOT HEATED GROUND S1 IIB NO 2,400SQFT. 2,4001500=5 5x0.2=1 into areas 2015 International Plumbing Code(IPC) C:425-760-8689 OOCe w 2015 International Property Maintenance Code(IPMC) R eSlgn E ERSIGN,"Aw BGOE CANOPY STORAGE + S2 IIB NO 30,600 SOFT. NA NA Architect: ND,SEEWA STATE C" 2015 International Existing Property Code(IEBC) CHA OCTORPREPORA Peter Schroeder Architects ' SSOCIateS BLDG."D" Building segmented into 2015 Washington State Energy Code(WESC) 3838 48th AVE NE ANDHEIGHT) REPGR'E GROUND S1 IIB NO 15,900 SOFT. 15,900/500=32 32 x 0.2=7 into areas<12,000SQFT Seattle,WA 98105 15504 SE 18th Street a GIGNSGPPGRT IF NEEDED SEMI-HEATED 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI1417.1) ,Q C:206-954-0442 Bellevue, WA 98007 N PHA TOTAL 73,620 SOFT. 106 (425) 941 - 1040 p Washington State Amendments Storage Consultant: gl3@!3§ig6�€9IN€95l:6@! EXITACCESS TRAVEL DISTANCE SHALL BE IN COMPLIANCE WITH 2015 IBC SECTION 1016 TABLE 1017.2, WAC 51-50 Washington State Building Code Moore Design Associates §41F S1 OCCUPANCY WITH FULLY AUTOMATIC SPRINKLER SYSTEM AS PER WASC SECTION 903.3.1.1. MAX WAC 51-51 Washington State Residential Code 15504 SE 18th Street TRAVEL DISTANCE NOT TO EXCEED 250'. Bellevue,WA 98007 �coNG CORB. WAC 51-52 Washington State Mechanical Code Contact:Greg Moore WAC 51-54 Washington State Fire Code Cell(425)941-1040 ACCESSIBLE PARKING SIGN WAC 51-56&51-57 Washington State Plumbing Code and Standards CIVIL/SURVEYOR WAC 51-11 Washington State Energy Code Pacific Surveying&Engineering Inc. WAC 296-46B Electrical Safety Standards,Administration,and Installation 909 am,W Way Suite 111 Bellinnghgham,WA 98225 360-671-7387 OWNERNPPRONNL. City of Arlington Design Requirements Design Wind Speed 85mph Exposure C STRUCTURAL ENGINEER:N;e soeo,ueERe1EPEGEN TEED F. MAKO STEEL,INC Ground Snow Load25lbs per square foot W Seismic Zone D2 55650 EL CAMINO REAL,STE.235 O CARLSRainfall 2 inches per hour for roof drainage. 760-44 -1 0 92008 1� Frost Line Depth 12 inches 760-448-1760 bz INS® Soil Bearing Capacity 1,500 psf unless a Geo-Tech Report is provided. LANDSCAPE ARCHITECT �Ir. HIC°RESS'NDREIRORGICROWN CONCRETE AT BASEG..) BLDG CODE: O HOLLY MOORE 71 INTERNATIONAL BUILDING CODE 2015 LANDSCAPE ARCHITECT N •= Oe1 w BUILDING TYPE:S1 II-El TABLE 601 15504 SE 18th STREET BELLEVUE,WA 98007 O IA GOMRNU EnSUBGR"DEPER ZONING: Tel:425.466.4789 3O15 V PEP0IX1 TABLE 20.48-5:DENSITY AND DIMENSIONAL STANDARDS gmooredesign@comeast.net EMN LIGHT INDUSTRIAL(LI) contact:Holly Moore USING+e CONCRETE SECTION 20.48 TABLE 20.45-5. END- SET BACK FRONT =25' DRAWING LIST '^ HEIGHT=50'MAX A0.0 COVER v` ?MIN.CRUSHED ROCK - LOT COVERAGE=%100 A1.0 SITE PLAN w A1.1 SITE LIGHTING PLAN +e _ _ SITE LIGHTING A2.0 BLDG A � O ALL SITE LIGHTING TO BE DARK SKY COMPLIANT. A2.1 OFFICE A3.0 BLDG B {�ur ECT. EcrroBE TABLE 601 A4.0 CANOPY C ^ BnmE P Cry. NON-RATED CONSTRUCTION ALLOWED PER 601. A5.0 BLDG D _____ ___ Snwcor"acxuT. A6.0 TOILET ROOMS TABLE 602 A7.0 REFLECTED CEILING PLANS O NO RATING REQUIRED FOR EXTERIOR WALLS A8.0 DOOR&WINDOW SCHEDULES •� - BG�CGNC BASE GoCMro. (11-B CONSTRUCTION BETWEEN 1OFT&30 FT TO A9.0 EUV �� PROPERTY LINE) 1 LA- LANDSCAPE PLAN METAL STUD WALL OK BOLLARD DETAIL I•'�� SCALE=112'=1'D" ADDITIONAL PERMITS REQUIRED: PER IBC 106.3.4.2,THE ARCHITECT HAS ELECTED TO DEFER THE SUBMITTAL 51.1-GENERAL NOTES ?' OF CERTAIN ELEMENTS OF THE BUILDING DESIGN AS IDENTIFIED IN THE S2.1-BUILDING'A'W/FOUNDATION PLAN AND BUILDING SECTIONS _ - DEFERRED SUBMITTAL LIST. S2.2-BUILDING'A'W/FOUNDATION PLAN TOP VIEW - - _ �� ELECTRICAL DESIGN BUILD SHOP DRAWINGS.* _ PLUMBING DRAWINGS* 52.3-BUILDING'A'WI ROOF FRAMING PLAN W/OFFICE DECK, PRE-FAB STAIRS SHOP DRAWINGS* OFFICE 2ND FLOOR FRAMING,OFFICE ROOF FRAMING FIRE ALARM SYSTEM* S3.1-BUILDINGS'FOUNDATION,PARTITION,ROOF FRAMING PLAN Title I AXOMETRIC ,o AND BUILDING SECTIONS HVAC DESIGN&DRAWINGS" S4.1-BUILDING'C'POST FRAMING PLAN PRIOR TO SUBMITTING THE DETAILS AT A LATER TIME,THE S4.2-BUILDING'G ROOF FRAMING PLAN BIKE BIKE BIKEBIKEBIKE - + REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL S4.3-BUILDING'C'BUILDING SECTION COVER i REVIEW THE DETAILS AND THEN FORWARD THEM TO THE BUILDING S5.1-BU ILDING'0'FOUNDATION PLAN AND BUILDING SECTION 3597 • _ DEPARTMENT WITH A NOTATION INDICATING THAT THE DEFERRED - SUBMITTAL DOCUMENTS AND DETAILS HAVE BEEN REVIEWED AND BEEN S5.2-BUILDING'0'PARTITION PLAN 46 _ FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE SS.3-BUILDING V ROOF FRAMING PLAN BUILDING. SOI-STRUCTURAL DETAILS S THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE SD2-STRUCTURAL DETAILS Revisions DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE SD3-STRUCTURAL DETAILS Ma k Date 10 SURFACE BUILDING DEPARTMENT. GRADE SD4-STRUCTURAL DETAILS Q 06-14-19 36 O.C. 02.38 s - EMERGENCY BACK UP POWER SIDS-STRUCTURAL DETAILS FRONT VIEW RIGHT SIDE VIEW EMERGENCY BACK UP POWER FOR EGRESS LIGHTING WILL BE BATTERY SUPPLIED. ECHO PRODUCT NO. BIKE RICK EC2-05-EM r�I [c ADA ACCESSIBILITY DATE:06-03-19 rv.. t ALL HARDWARE,SPACE REQUIREMENTS,AND SIGNAGE TO _ "' - SCALE=NTS COMPLY WITH ANSI Al 17.1-2006&WAC 51-51-005. FIRE ADA ACCESS TO STORAGE SPACES PER TABLE 1108.3&SECTION LICENSE STAMP: -- 1 108.3.1 IBC 2012. 1007.OF UNITS ARE ACCESSIBLE. 1. SIGNAGE OR PAVEMENT STRIPING SHALL BE PROVIDED ALONG ALL UNITS STORAGE CLOSETS ARE PROVIDED WITH AROLL-UP THE DRIVE AISLE FOR"NO PARKING-FIRE LANE,"AT TIME OF tPETER REGISTERED SITE ADDRESS-17011 59th AVENUE NE ARLINGTON,WA COMPLETION. ARCHTEGT DOOR AND DOOR LATCH THAT COMPLIES WITH ICC Al 17.1-2009 VICINITY MAP CHAPTER 3 SECTION 309. 2. GATES TO BE UP-DATED TO MEET ALL CURRENT CITY OF ARLINGTON CODES. F WASHINGEDER TONSCALE=NTS rw WASHINGTON PARKING CALCULATION 4. FOR FIRE EXTINGUSHER LOCATIONS SEE EGRESS PLANS PARCEL DESCRIPTION 5LB ABC TYPE 2A 106C RATED UNITS. Sheet (PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. 2911112 DATED JANUARY 29,2018 AT 1:40 P.M.) 5. ALL DOORS INTO ELECTRICAL ROOMS TO HAVE SIGNAGE AS 31052700100800 REQUIRED BY LOCAL FIRE CODE. AO . 0 PARCEL NO.2, CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT FILE NO. 6. MONITORED FIRE ALARM REQUIRED. Zoe-015-BL4,RECORDED UNDER RECORDING NO. 200606055267, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M.,IN SNOHOMISH COUNTY, WASHINGTON. THE CITY OFARLINGTON XA • ROYAL STORAGE SITUATE IN A PORTION OF THE NE 1/4 OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON PEIER SCHROEDER nRCHi1ECA 3838 48th Avenue NE Seattle Washington,98105 (206) -954 - 0442 psaaia@comeast.net I I I I oore T esign , m 'A � 30' Issociates I I I _ 15504 SE 18th Street ONDITIONE SEMI-HEATED l r Bellevue, WA 98007 NEW EASEMNET 20' (425) 941 - 1040 I J agmooredesign@com�st.net SELF STORAGE DESIGN BIKE RA — — -- sr---*--- ----- -------------------------------------- - ------L------------------ —"J — Eiv v v v v vIo IIIOFFICE 3 I I I I I BLDG."A"10,826 SF. FIRE WALL BLDG."A"11,574 S .I __I I I I --� I I I I I I ,.III Fq L 510'-0x I � ` I I , I \ - - I , ItAI --- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --- -- ---- -- -- -- — -- -- -- -- BLDG.,B„ 1 ---- ---- ---- -_--- -_--- -_-- -_-- --_-- --_-- - --------- CA --_-- --_-- ----- ---- --- --- --- ---- ---- ---- ---- ---- ---- ---- ---- - -- --� r--- --- ---- ---- ---- ---- ---- ---- -; ---i- __ ____ ____ ____ ____ _ _ _ _ _ _ ____ ____ ____ CANOPY,�=x==== - FUTURE SEMI-HEATED r I e '---= 530'-0" �: PHASE II — — BLDG.I'D"7,800 SF. WALL BLDG."D"8110 SFI - ---- O �i — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -IMP" ) r - - - - - - - - - � — O •� \ o$ � MANIFOLD -------------------------------------------------------------------- g -- -- - " — - ------------------- ———————————— SITE PLAN--- — —.� ---------------------- �, ze,o, Title I SITE A1.0 SCALE=1:30 L2�O The inside turning radius along fire apparatus PLAN i access roadways shall be not less than 28 feet PHASE II (IFC Section D103.3) I Revisions 0 30 60 90 Marc Date Al 06-14-19 15 45 75 PARCEL DESCRIPTION (PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. 2911112 DATED JANUARY 29,2018 AT 1:40 P.M.) DATE:06-03-19 37052700700800 SCALE=1:30 PARCEL NO. 2, CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT FILE NO. Z06-015—BLA, RECORDED UNDER RECORDING NO.200606055267, RECORDS LICENSE STAMP: OF SNOHOMISH COUNTY, WASHINGTON, BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON. In REGISMREG w.scxROEDER STATE orwnsxlxcrox Sheet A1 . 0 PETER SCFROEDER ARCHITECTS I I ♦ I I 3838 48ih Avenue NE 1 Seattle Washington,98105 (206) -9 5 4 - 0442 psaaia@comcast.net 4—® .-- g. oore 5 '-0" I I as r II 20 NEW EASEMNET esign I - __J Issociates �® — --- — -- --- ------- --- — ———— -- -- L -- ——— —————————— —"— 15504 SE 18th Street Bellevue, WA 98007 ,�,o ,�,0 (425) 941 - 1040 gmooredesign@comcast.net 1 L 1 SELF STORAGE DESIGN _ e e e e e e e e 1 s �' 3 OFFICE � R 3 3 I ICI � a " I I L t A L g 3 " ��j L F E. F E' BLDG."A"10,826 SF. E FIRE WALL F e. BLDG. tl 1,474 Sj. F E. IP I 122'-10" 120'-0" 120'-0" "20'-6 80'-0" 80'-0.. 80'-0" 80.4. 800'1 " 80'-0" I ' I 3 - I I '- --- --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- L-- --I r--- ---- ---- - - - - -- - --O -- I I a r O I I II , it � 1 � r-- --- --- ---- ---- ---- ---- ---- ---- ---- ---- o ---- ---- ® 1. rt- --- ---- ---- ---- ---- ---- ---- ---- ---- --- --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- --- ---- ---- - -- ---- ---- ---- ---- ---- ---- ---- ____ =im c N II - --- --- --- --- --- --- --- ---- ---- ---- ---- ---- ---- --- --- --- --- --- �- --- ---- ---- ---- ---- ---- --- -- -- --- --- --- --- --- ---- ---- - -, 1 1 I� , 1 1 N --- —_--- --_—_—_ —_—_—__--- —_—_— —_— —__-- ____— — --_ ............. ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ___ ___ ____ ____ ____ ____ ____ ____ _L__x___1 �___ _--- --__ m - -- ---- -- - - ---- - - -- - ---- -- - ---- --- ---- --- -- ---- -- - - ---- - - -- - ---- -- - ---- --- --- -- t-- --t- --- -- -------_----_-_- ----- -- - ' 3 BLDG. 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OWNER SHOULD CONSULT ELECTRICAL CONTRACTOR OR SUPPLIER. �� THEY SHOULD SUPPLY A LIGHTING DIAGRAM OR LUMINAIRE PLAN THAT DEMONSTRATES THE THE NUMBER OF FOOT CANDLES AT GRADE.IT MUST MEET ALL LOCAL CODES.ALL LIGHTS TO BE'DARK SKY'COMPIANT. F.E.TYPE 5LB ABC PORTABLE FIRE EXTINGUISHERS WI RECESSED NON CORROSIVE CABINETS SHALL BE Revisions MOUNTED ON INTERIOR PARTITION WALLS ONLY. Mark Date MOUNT AND SPACE AD PER SECTION 906 2012 IBC& 2012 IFC.75'MAX TRAVEL DISTANCE TO EXTINGUISHER.MAX MOUNTING HEIGHT MAY NOT EXCEED 48'TO OPERABLE PARTS. MAY EXTEND A MAXIMUM OF 4'INTO EGRESS PATH. SECTIONS 1003.3.1 THROUGH ID03.3.4. DATE:06-03-19 SCALE=1:30 LICENSE STAMP: .In REGISTERED PETER—CH STATEOFWA9HINOTOR Sheet Al . 1 SEE STRUCTURAL 11 A2.0 • 5 5 5 MATCH LINE • m-0• sBo'o• 7a10 71x10 7LY10 7vY10 - 2 s 3 11 10x10 ioxio ioxio 10x10 ioxio 10x10 10x10 ioxio ioxio 10x10 ioxio ioxio ioxio ioxio ioxio ioxio ioxio 10x10 iaxio ioxio ioxio 10x10 ioxio ioxio iaxio EM.FILLER PANEL SIDE CHANNEL y' --------- --'- O ihr FIREWALL. MANIFOLD j Os USFIREwPLL. PETER BCFROEDER ARCHIIECfS SMOOTH FACE SOLIDER COURSE Sx5 Sx5 6 Sus A I A ioxio 6 1 0 10x10 10x10 10x10 10x10 10MID 1000 10xl0 10x10 3838 48ih Avenue NE u.1 "v a CURTAMPnNEL PROVIDED SYDOORVERNDER.• V ' Sxs 56 0 >< 6 5'S Seattle Washin ton,9BiD5 SEE ELEVAr&N F RCOLORS. o B'.� �, N N �, o FO 9 0 0 0 0 0 0 0 0 o x o E%T.FILER PANEL BOTTOM CHANNEL. ------------------ ryry N ryry 4' PROVIDED BY DOORVFRNDER' OFFICE O W o S 8 ® S (2 O 6) -954 - 0442 6 fi 0psaaia@comcast.net CMU PIERBEYOND. NIS 6` 8` GUIDESTERJANB w126GADOORCURTNN. 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SLOPE 112 MAY gmooredesign@com�st.net ASPHALTDRrv6 SELF STORAGE DESIGN sEECrva. 11 (lD 10 10A0 10A 10x10 10x10 ioxio ioxio 10x10 10x10 ioxio ioxio ioxio 10x10 ioxio ioxio ioxio 10x10 ioxio ioxio ioxio 10x10 ioxio ioxio ioxio 10x10 ioxio ioxio ioxio 10x10 • I ihr FIREWALL. 66IL6 E. 10x10 ioxio 10x10 10M0 100 ioxio 4 ioxio 10x1D 1ox10 10x10 10x10 lox10RIB POLYSTYRENE INSULSEE CNIL NE. 1 TION ROLL-UP DOOR s` s•@ O iaxio ioxio " " " " " " " " " " " " " " " " ioxio ioxio NC.SLAB. • 8' ' • �$• R-0' BS• 81-08�$" R-0' SS• 8' 8'8' R-0' 88 88 88 4E 88 88 1-088 8'E 1-088 ,.SCALE3/4"=l'-O" ROLL-UP DOOR ANGLE®/5 O 8'8' 8'8' S'-0' SLOPE 1:12 MAx -0' d' /O'-0" wIE 1 40'-0" 1 3tl-0' 40'-0' 40'-0' d0'-0' 1 40'-0' d0' 1 t °G. °G. z BLDG."A"EAST PLAN°G DG. °G DS. 71m Az.O SCALE 1/8"=1'-0" 12 .1 AD,p PLAN @ROLL-UP DOOR&CMU PIER TGx°NE SCALE 3/4"=1'-0" G ROLL-UP DOOR. 0 12 ROOF INSULATION SEE 12IA2.0 " -- 2 `a II � BLDG."A"SOUTH ELEVATION � = H L A2.0 o Y SCALE 1/i6"=1'-0" GIN L 0 um I m MATcx LwB if BLDG."A"SECTION SEE STRUCTURAL. amalml- §°a Az.D SCALE 1/8"=1'-0^ R10 POLYSTYRENE INSUL. O •— .IN BLDG."A"SOUTH ELEVATION _ J A2.0 SCALEI/16"=1'-0" I(�y S.S.GALV.ROOF PANEL PER STRUCT. 12 z 1"THERMAL BLOCK TOP OF PURLINS u� R-13 BATT INSULATION ON TOP OF 1"RIGID THERMAL BLOCK 0 1171 ----- --------- HIGH EAVE TRIM ASSEMBLY.SEE -- _ STRUCT.FOR ATTACHMENTS j" �5� BLDG."A"NORTH ELEVATION Title LOW EAVE GUTTER ASSEMBLY --------------------------- s Az.D SCALE I/16"=T-0" __________ _ _I----------- ------- III VINYL VAPOR BACKING FOR ROOF 4"DOWNSPOUT.COLOR TO INSULATION SHALL BE TAPED TO SAME FROM BLDG. A MATCH SIDING DRAG STRUT PER STRUCTL WALL INSULATION AT THE TOP INTERIOR (WHERE APPL.) CORNER OF ALL WALL-ROOF CONDITIONS 8"PURLINS w/8"R-25 BATT BETWEEN wl EXTERIOR METAL SIDING wl VAPOR BARRIER FACING INTERIOR,HELD EXTERIOR METAL VAPOR BARRIERV.STRAPS UP WITH GAL SIDING w/VAPOR INTERIOR METAL PANEL SYSTEM BARRIER. Revisions MTL STUD FRAMING PER STRUCTL VEIN, Dolts OPTIONAL R19 BATT INSULATION ! — � BLDG."A"NORTH ELEVATION AT.O SCALE I/18"=1'-0" S ry 12 TYP.ROOF INSULATION A2.0 SCALE:1"=1'-0" DATE:06-03-19 za;mn.s.uD. SCALE=1/16"=V-0" ULL—`` — � — — � LICENSE STAMP: El.RIGID FULLL RPANEL. FULL HIGGH urvERPANEL. HEG FULL HEIGHT' LINER PAnii.�GMA As FNo EC,AT INSUL RtB wx[N ExPOBEO TO PUBLC. wxERIONR 1ED1DINIC C. SMOOTH FINISH. 10 RIGID INSULATIONQ AS RED. MJ9 NlMDTHSASlOG nBNR"E"�NE XTER OR MTL BDNG PUNT. ' 3901 REGISTERED w117�MCOxr.FRONFOOTINGO"C DESIGxxO.usoaED AS RED L ARCHRECT MTL FANFL. .SIDING SEE ELEV'S. s�.GM wr a'a O�C.nwc PROtnDE ea LAPe. VSIx WIDTHBASINDICATEO TIrvsUL TOPUBLIC, SMOOTH FINISH. WIIX)s ODNTD CRLSNEINFOROED INSUL INSUL R2I BAT INSUL PAINT `4 W(J T' 1Q AS REA Al GA TOPOLOONDINEAlAS RE I rz� PETER W.SCHROEOER D'ALL N DEAB LAPS pyyALL MTL STUD. STATEOFWASHINGTON Kx RLx SEE STRUCTURE DRAWINGS 16'OR 24"O.C. " a RELO RAvnxG"5 s xGs Wcs FOR DETAILS. AS PER STRUCT. r$ FORDETNLB FJRDEFM9 FOR DETA LS. 1'SUBGIRTPERSTRUCTL e e Y JT sFEsmuCTUREORAwiNGSFGROETA smuCTUREORANNGS FGR DETA „ Sheet CMU.WALL CMU.INSULATED MTL.ihr.TYP.sEF MTL.ihr.TYP. MTL.N.R.TYP. MTL.N.R.TYP. MTL.N.R.TYP. MTL.N.R.TYP. BLDG."A"EAST ELEVATION BLDG."A"WEST ELEVATION OUTSIDE 'lO INSIDE OUTSIDE<2 INSIDE INSIDE O INSIDE INSIDE qO INSIDE T A2 . 0 INSIDE OOUTSIDE INSIDE OINSIDE INSIDE O7 OUTSIDE INSIDE Og INSIDE Az.o SCALE I/i6"=1'-0" Az.D SCALE I/i6"=1'-0' WALL TYPES ------------- 7 • • uRxA E r - I I' 7 I 10x10 10x1 Q MER SCHROEDER ARCHREM ♦ I -------------------+- 3838 48th Avenue NE $ ' Seattle Washington,98105 HAIF WALLd4 A.F.P. 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M_A_T_CH_LINE _______ __________ _______ _________ _ ------------------ _______ ___ __ _c • • ________ ________ ________ ________ I � I I OPEIER SCIROEDER ARCHnECM L_____ ________ ________ ________ ________ ________ ________ ________ ________ _________ ________ ________ ________ ________ ________ ________ __ _____ _ at 48 Avenue NE r-- ------ - -�� -------- -------- -i------- -- S Seattle Washington,98105 (206) -954 - 0442 -------- -------- --------- -------- -------- -------- --------- -------- -------- -------- --------- -------- -------- -------- - - - -------- ------- -------- psaaia@comeast.net r_ ________ ________ ________ ________ ________ ------- -- _ ----- -------- -------- --------- -------- -------- -------- --------- -------- -------- -------- -------- --------- -------- -------- - a --------- -- --- ---- oore ------ ------- -------- -------- -------- -------- -- ----- ------- -------- -------- -------- esign ------- --------- -------- -------- -------- --------- -------- -------- -------- -------- -------- -------- -------- -------- --------- s -------- -------- -- ------ �® ssociates I ------ -------- -------- -------- -------- --------- -------- -------- - - ------- -- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- --------- -------- -------- -------- - - --- -----7-- ------- 15504 SE 18th Street -- -------- --------- -------- -------k -------- -------- -------- ------- -------- -------- -------- -------k -------- -------- --_______ ----- _ ------ Bellevue, WA 98007 I I I (425) 941 1040 os. os. os. Ds. gmooredesign@comcast.net CANOPY"C" WEST PLAN SELF STORAGE DESIGN Ad.G SCALE 1/18"=1'-0" SEE STRUCT.FOR DIMS. 519V Ds. os. Ds. Ds. os. MATCH LINE _ ®________ _______ _ _______ __ _-_-_ ------- ---- --- - ------- ------- ---- - ------ -------- ____--- -------- ------- ------ ------- --- ------- ------- ----- -------- ----- ----_-__-__-__-- --IIIIi r� sO ----- ----- ------- ------- ----- -------- --------- ------ -------- --------- ------- ----- ----- -------- ------- ------- ----- ------ -------- ------ --- _______ ________ _______ _________ ______ ________ ________ ________- _maO _ _ ________ ________ ________ ______ _______ ________ ________ ______ ______ ________ ________ _____ __ ________ _______ ________ _______ ______ ________ ________ ________ ________ ________ ________ ________ ________ ________ ______ ___ e _ _ _ ILA_ ______ ________ ________ _______ ________ ________ ________ _______ ________ _______ ________ ________ ________ _______ ________ ________ ________ ,i _ O _ -------- -------- --------- -------- -------- -------- -- -------- -------\�__ - --_ ____7_ ---- _------- _ --- _ --- --- ------ __--- -- - __---___ _ - --------------------------------------------------- ---- --------- ------------- _ _______--- __ ------- _____ -------- _______ ______ c' tlP`E os. os. os. os. os. w CANOPY"C"EAST PLAN A4.D SCALE 1/t6"=1'-0" SEE STRUCT.FOR DIMS. O O • CONDENSATION BLANKET METAL SALES ROOF,MAGNA-LOC F--�-1 MUA-UME R/ F,MAG CONDENSATION CONTROL GUTTER&DN.SPOUT. GUTTER&DN.SPOUT. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I I I I I I I I I I I I I Title I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4 CANOPY LJ CMU COLORS&FINISH METAL COLORS&FINISH C.M.U.SPLIT FACE. McELROY T5 PANEL. Revisions �1 TYP.SECTION THRU CANOPY"C" A CHARCOAL O CHARCOAL MR,k Data McELROY T5 PANEL. Aa.O SCALE:1/8'=1'-0" C.M.U.GROUND FACE. 2 DARK BRONZE 3 O NATURAL _ OGUTTERS,DOWN SPOUTS&TRIM GUTTER&DN.SPOUT. cu—R&DN.SPOUT. McELROY DARK BRONZE ��n C C.M.U.SPLIT FACE. BURNT ORANGE O METAL SOFFIT DARK BRONZE DATE:06-03-19 1 O JANUS"ROLL-UP DOOR 650 SCALE:AS NOTED 650 SERIES.SILHOUETTE GRAY LICENSE STAMP: 6 METAL SALES ROOF,MAGNA-LOC `v GALVALUME riot REGISMRED D O7 McELROY EMI-1653 CHAMPAGNE MATALIC PETER—ROEDER UATEGrwasK_N NOTE:ALL CMU TO BE DRY BLOCK NOTE:NO SAW CUT METAL TO BE EXPOSED TO WEATHER. Sheet EAST ELEVATION CANOPY"C" A4 . 0 A4.0 SCALE:1/8"=1'-0" 11 14 1 1d 1-0 1-0 1-0 1d 1-0 1-0 1-0 1 d' 14 1-0 1-0 114. 14 1-0 1-0 1d id 14 1-0 1 d 1-0 1-0 1-0 ...V, id • 8" f7w, fw 8'd' BJ)' B'A' 0'% B'% 8'd' B'd' B'% 8'A' Bd' B'A' 0'A" 0'd' 8' BJI • v 5%10 i § 5.10 PETER SCIROEDER ARCHITECTS 6 8 ♦ I v 5.10 3838 48ih Avenue NE 4 SAO 4 j Seattle Washington,98105 'v 10x10 IOx10 1000 10x10 6 10 IOx10 10x10 10x10 10x10 IOx10 10x10 10x10 10x10 IOx10 10x10 10x10 6 0x10 1ox10 BOILER 10x10 10x10 IOx10 10x10 10x10 10x10 10f10 10x10 (206) -9 5 4 - 0442 Sx10 p III psaaia@comcast.net 8'A' 0'% 8'A' BJt' 8'A' 1'd' 1'-0' 1'd' 1'd' ,•-0" 1'-0' 1'd' ,'d' ,'-0" 1'-0' 1'd' ,'d' ,'-0" 1'd' wE oore R6. R6. BLDG."D"WEST PLAN �y R6 esign A5.0 S'ALE I/16"=1'-0" ssociates 15504 SE 18th Street Bellevue, WA 98007 (425) 941 - 1040 gmooredesign@comcast.net S jw SELF STORAGE DESIGN �s1 BLDG."D"SOUTH ELEVATION AS.o SCALE 1/16" uN� 1'-0" 1'4 j 1, 1'4' 1 'd 1'-0" 1'd' 1'd' 1'-0" 1'd' 1'd' 1'-0" 1'd' 1'd' 1'-0" 1'd' 114. 1'4" 1 1'-0" 1'd' 114' 1'4" 1'-0" 1'-0• 1 0'd' 8"• Bd' d d d I i 5x10 I44, W Sx10 v ^„ N , 6 („ N N N 6 N ZA 6 5x10 v 1 r ■��n 8 MANI LD 5x10 Y 5%10 5 10x10 10�10 10x10 10x10 10x10 10x10 6 x10 10x10 10x10 10x10 10x10 5x10 v �� 1'-0- IIIIA wlE DE. Ds. D5. DE. O5. D5. A�BLDG. .D"EAST PLAN 5.0 SCALE 1/16"=1'-0" I�l E�w yr BLDG."D"SOUTH ELEVATION `� ■I� AS.o SCALEI/i6" O •� IS — — Q BLDG."ID"NORTH ELEVATION WIE As.D SCALE 1/16"=1'-0" I Title ME BLDG.,'D'NORTH ELEVATION BLDG. "D° A5.o SCALE 1/16.=1'-0" Revisions MRAc Dare CMU COLORS&FINISH METAL COLORS&FINISH OC.M.U.SPLIT FACE. O McELROY T5 PANEL. DATE:06-03-19 CHARCOAL CHARCOAL I, 8"I. IL,661L, IL,661L, �L661L, ROOF INSULATION O MCELROY T5 PANEL. SEE DETAIL 12/A2.0 ROLL-UP DOOR. C.M.U.GROUND FACE. 2 anwuuME LINER anrvE� LmsR Ra�EE. SCALE=1/16"=1'-0" 12 B DARK BRONZE wNEN ExFosso,o Fusuc wttEry ExPoseo,o Pusuc �1/zONATURAL �N�FlOLEosTF� uL .ERIORM.L.N�ONo. LICENSE STAMP: ' OGUTTERS,DOWN SPOUTS&TRIM a(i).o"r�FRaMFcon AS REn:"s McELROY DARK BRONZE ®4.mo°c.rwn".x'�F°rso'Dv"E.r BSAWHris WHEN Ex"ossoro wsE c. k-TPER GISTERED nfl �rz( C.M.U.SPLIT FACE. Es,asc,"w,�. - 0e No.L12s sn, uLBURNT ORANGE METAL SOFFIT a.ERmS��NNRow,wE.xcw. ' rvsOIL DESI'G-N`Nt.. DARK BRONZE oSSISN No.um4 oREo RLry FOROETA�siii 1p NNNINO` s FoxoETUEs "cs s Fo6oE.N�enoso NROEOER,y 'JANUS"ROLL-UP DOOR 650 NN—N O 650 SERIES.SILHOUETTE GRAY FA°oN omos so orwA"'Ii.ioMTnE BLDG."D"EAST ELEVATION BLDG."D"WEST ELEVATION '" 6 METAL SALES ROOF,MAGNA-LOC CMU.WALL SEEFRuauRE OR w"as ros oETA�MTL 1hr.TYP. MTL.N.R.TYP. MTL.N.R.TYP. Sheet A5.0 SCALE 1,16" 1'-0" As.6 SCALE 1/16"=1'-0" O GALVALUME OUTSIDE O INSIDE INSIDE<q INSIDE INSIDE OOUTSIDE INSIDE O INSIDE `-- � SEE STRUCTURAL. McELROY EM1-1653 R10 POLYSTYRENE INSUL. O CHAMPAGNE MATALIC WALL TYPES A5 . 0 6 BLDG."D"SECTION As.D SCALE 1/S" NOTE:ALL CMU TO BE DRY BLOCK NOTE:NO SAW CUT METAL TO BE EXPOSED TO WEATHER. 10'-0" RESTROOM ELEVATION KEYNOTES • • ACCESSIBILITY ACCESS DETAILS O 6"CERAMIC TILE BASE.TO MATCH FLOOR. OGRAB BAR OTOILET PAPER HOLDER PAPER TOWEL VERTICAL O u O 36"HX 24"W MIRROR,VERIFY SIZE WITH OWNER PETER SCHLOEDER ARCHITECTS DISPENSER GRAB BAR ® _ O 4 SURFACE MOUNTED LIGHT FIXTURE 0 IA6 B SEE OWNER SPEC 3838 46ih Avenue NE / C OB HAND DRYER SEE OWNER SPEC. Seattle Washington,98105 2 HORIZONTAL (206) -954 - 0442 UIVATORY GRAB BAR O SOAP DISPENSER psaaia@comcast.net FLUSH VALVE URINAL TOILET PAPER O8 LAVORATORY SEE OWNER SPEC. LOCATED TO i HOLDER O P-LAM.WINSCOT 4'-0'AFF WIDE SIDE OF STALL Dore Y gn 0 10 TOILET SEE OWNER SPEC. .� INSULATE m FINISH 0 11 INSULATED DRAIN PIPE I .. " IHOT WATER ee = &DRAIN PIPES ----k FLOOR L' I SURFACE MOUNTED COMBINATION LIGHT/ C7_7 "' _,� UNI-SEX TOILET ROOM 12 EXHAUST FAN/HEATER CENTER IN ROOM ssociates __________ m _________________ ______________________ _ _--- -------------- ------ ----------- ------------------- - A6.0 SCALE 13 VANITY SEE OWNER SPEC. 15504 SE 18th Street 14 FULL LENGTH MIRROR OWNER SPEC. Bellevue, WA 98007 SEE OWNER SPEC.FOR ALL FINISHES AND FIXTURE SPEC. (425) 941 - 1040 12 72 gmooredesign@comcast.net NTS' FIXTURES ACCESORIES 5 SELF STORAGE DESIGN 4 8 g 7 9 8 „ TO LET ROOM NOTES. 4 ' RI6E A SD'DIA.CIRCLE W/Iry THE SANITARY FACILITY ROOM. FLUSH VALVE SHALL fiE oN WIDE"HEOF TOIL ET AREA 1P 4. 5 LD NIAA%RFORC EDTOO OPERATEHVALVEO INS Vail 5. SEE ACCESSORIES DETAIL FOR HEIGHTS OF GRAB EARS AND ACCESSORIES, CLEAR, LEVEL N Q pr N i7 cP - R 77 Sw FLOOR SPACE — F 24" MIN. D TB" 2.D„ \ 11 EXT. DOOR w a IN�N� 18 MIN. z A UNI-SEX TOILET RM. UNI-SEX TOILET RM. MIN - $ s• INT. DOORS m A6 INTERIOR ELEVATION AB B INTERIOR ELEVATION f ■� y SCALE:1/4"=1'-0' SCALE:1/4"=1' r WcM6sw PULL SIDE TCLFAR ? Y dY SAR �u9CR F T TO i IOIIET PAPER pISPENYR —— 72 H 4 PUSH SIDE 12 12 rn •� - caw.cLEAre� Ip c r�w s' III own ttILET s � V, ---J s z --------------I� 12 ri V PLAN SIDE ELEVATION B FRONT APPROACH T� 5 �� VL CLEAR, LEVEL w o g oq 3 a w FLOOR SPACE � � , , ,z• Nw 2 NTS LAVATORY_CLEARANCE 3 NTS TOILET_STALL_CLEARANCE II UNI-SEX TOILET RM. UNI-SEX TOILET RM. 36" INTERIOR ELEVATION INTERIOR ELEVATION MIN. /Ae. ° /A6. ■'■■� SCALE:1/4"=1'-0" SCALE:114"=1'-0" ADA ROOM AREA FOR ACCESSIBLE AREA FOR ACCESSIBLE C 12 IDENTIFICATION SIGN HARDWARE HARDWARE PULL SIDE /,� E%IT SIGN /� -- ------ -- SEEDETAIL l A!� SEE DETAIL U J� \ PUSH SIDE ■ 74 O •- A 9 L L J o vA6 B STRIKE SIDE J STRIKE SIDE o m OF DOOR OF DOOR - 0 / ° J / 70'KICKPLATE 70'KICIQ'LATE $ PUSH SIDE OF PUSH SIDE OF HINGE SIDE APPROACH DOOR DOOR TYP UBLIC RESTROOM DOOR SIGNS TYP EXIT DOOR CLEAR LEVEL�F 1 FLOOR SPACE 2 2nd FLOOR OFFICE TOILET ROOM CORR7LEnrrERS/NUMBERALS LE b= 0 /A INTERIOR ELEVATION L � A6.0 SCALE=1/4"=1'-0" -- Title PULL SIDE z ,2 PROVIDE ROOM IDENTIFICATION GIN SHALL BE DE RAISED •SHA PUSH SIDE 5 TOILET DOD R.LET SHALL AND NUMBERS ON SIGN SHALL BE RAISED S SHALL BE RAISED 1132' pq' 7132"MIN.SHALL BE 510"HIGH AND SHALL BE 4 UPPER CCOMPANEDWITH SERIF TYPE&SHALL BE MIN A SAN-SERIF UPPERCASE CHARACTERS ACCOMANIED BY III I GRADE 2 BRAILLE. ACCOMPANIED WITH GRADE II BRAILLE. ROOMS RAISEDCHARACTERS SHALLBEATLEASTIO'HIGH,BUT L_____J NO HIGHER THAN 2" 9 / LITERARY BRAILLE STANDARD DIMENSIONS: 13 B DOTDIAM. .059INCHES LATCH SIDE APPROACH INTERIOR DOT SPACING.090INCHES 4 48 IF DOOR IS EQUIPPED WITH 10 Revisions UNISEX GRADE 2 BRAILLE HORIZSEPARATION .2411NCHES BOTH A LATCH AND A CLOSER, Mash Dale O" BETWEEN CELLS (DCCESSIBILITY SIGN DETAIL BEW SEPARATION .3951NCHES BETWEEN CELLS 1 O EXIST SIGN DETAIL INTERIOR ELEVATION /A6. B SCALE:1/4"=1'-0" DATE:06-03-19 4 NTS ACCESSIBLE_DOOR_SIGN 5 NTS EXIT_SIGNAGE 6 NTS NOT-USED ,2 A INTERIOR ELEVATION SCALE=1/1-1=1'-0" A8. SCALE:1/4"=1'-0" SWITCH THERMOSTAT LICENSE STAMP: TMIN ® __� 99p1p=I GIGIEREO ® FGq R� LJ r PEE OE/1'Y4 COAT � I II®I RECEPTACLE4GTroN R DISPLAY CONDITIONS IL]m OUTLET --- mw`�LLlllJlll� a $ 3 Sheet = D CLR. 1 J �= D A6. 0 IMERNATONALSYMBOLOFACCESSIBMIY - p ---- -- --------- m---- ------- INTERIOR ELEVATION 7 NTS ACCESSIBILITY SYMBOL 8 NTS THRESHOLDITRANSITIONS 9 NTS MISC.-MOUNTING-HEIGHTS 101 NTS DOOR CLEARANCE MATCH LINE • • 0 I IT TJ'10 71x10 ® 10X10 10X10 10x10 10x10 10X10 10X10 1000 MAO 10X10 10X10 10Xia 10x10 10x10 IOX10 1OX10 t0x10 10TO IOX10 10x10 1OX10 10x10 1OX10 10x10 MAID 10x10 IOX10 10x1 u xnx HeD Le E �..F s 175'— E•— rt a 745'— T e SC ARCH_________ ___ "Y:i----......—........ .......—......... ..........—......... ........—........—.............. ..................---...................................................................................--..---........................................................---. rvve Descnlnlox MAlx use MouxnxG mnxuFAeruun FINISH/COlon MooeLnuMaen uMv wMexs voLTAGe wam comMexrs .E1Ct FROEDER 11EC: Sx5 Sx5 � Sr5 s. LED ARIP wars suRFACE nRP4aoeaou Im 39w EXIT 10x10 10x10 10X10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 3838 48th Avenue NE a' HAu RAB wmTE LED ss59 znv _ �B BATTERY BAc.UP90MINI 'NS I 5xs ° N 55 _ Seattle Washington,98105 4 LED STRIP94owEz s39Im n vwiELEc.sxonDRAwINGs __________ �, �, ❑ os ® IE•; E••T (206) -954 - 0442 4 LED STRIP9aou/NMs 53s1m n CLIENT TO VERVIFV RCP EXIT Sx5 BIB Sr5 Sr5 psaaia@comeast.net n 'xsz' cANDvv SURFACE HAB BRONZE vANLEwsms LED woslm nzv 74w wITH DccuPANcrsENsoR O o IS Is N N N N N s D3D m 10x10 10X10 10X10 IOX10 10%1a 10X10 IOX10 10110 o BGTTSURFACE RAU BRONZE zF26/El w D19/E 62-2 Yw/ELEC SHOP DRAW INEG P1 DLEDGHTS o DT BD BRDN2E BD D TBD 2„ BD BLDG."A"WEST RCP&EGRESS PLAN �ry wjE loore esign Fag F20/SO LE ssociates OIL a'PENDANHttIGNTG OFFICE SUEo Bellevue,D TED SE A Street Bellevue, WA 98007 TRACKTL LIGHTING—ATr OIFICE/RETAIL SURFACE LINONIA MATTE s MR35GU10 LED 21K DLL 3szlm MATCH LINE (425) 941 - 1040 ACCENTAL LIGHTS NCE/E%IT SURFACE BRONZE ssz3—B2 LEDwsOlm�211V 20w gmooredesign@comcast.net GNT/FAN M TnRoovls SURFACE SELF STORAGE DESIGN B"oTBs:BATHu T1110 PAO 10X10 10%10 10x10 10x10 10X10 10%10 10x10 10x10 10X10 10x10 10x10 iCfdO 10X10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10X10 10x10 10x10 10x10 10x10 10x10 10A0 10x10 SEE SHEET ALL SITE LIGHTING P— I IRPURP-11 CLPRITY SEE SHEETAT.O EGRESS PIANS FOR LOCATION OF IXRSIGNAGE. E .E 2.ALL LIGHTINGGONTROLLS SHALL COMPLY WI WSEC,SECTION CA05222. -- 150' 175' T B ' B............................................................................................................................. .' .......................................... 3.LOCAnONSOF2d/I NIGHT LIGHT LOGAnONSTB.D.BV ELECTRICAL CONTRACTOR.(BIDDER DESIGN) •---••• •••••••--•••••• ..................................................................... •••---••••••a.............. 4.SEE SHEET All FOR WPLL PACK LOCATIONS. Sx5N. -" - TYPIDALEPAGINCI—O.S.OPPOSITE SIDE.THIS IS DEPENDANTON THETYPE DF FIxIUNE, ip%ip 1p%10 1000 ip%ip ip%ip 1p%10 1000 ip%ip ip%ip ip%ip ip%ip 10%10 MOUNTING HEIGHT,BUILDING IAY-0UT AND OBSTACLES SUCH AS DOWN SPOUTS. Sx5 S Sx5 OWNERSIFOUIOCONSULTELECTRICALOONTRACTOR OR SUFFLIEN. �j $� THEY EYSXOULOFFOOTEAKELINGDLAAGE.ORLUTMEEEPLPNTXATDEMONSIRATESTXE Sx5 : u N OS OS THE NUMBER OF FOOT CANDLES AT GRADE.IT MUSTMEET PLL LOCALCODES. I E; �s 1 Is 10Sia 10x10 10),10 �/^ WIEBLDG.' EAST RCP&EGRESS PLAN C' AI.o SCALE1 =1'-0" ` ,1 v -------- -------- -------- -------- ________ _________ ________ ________ ___ ________ _________ ________ _______ _____ L__ ________ ________ ________ _________ ________ ________ ________ _________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ _______ _____ _____ _____ _____ _____ _____ _____ _____ ______ _____ _____ _____ _____ _____ _____ ________ _________ ________ ________ ________ _________ ________ ________ ________ _________ ________ ________ ________ ________ ________ ________ ________ ________ _________ ________ ________ ________ _________ ________ ________ ________ _________ ________ ________ ________ ________ ________ ________ ________ ________ _________ �I / 1 V E r_____ ________ ________ ________ ________ _______ ________ ________ ________ ________ ________ ________ _________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ \vA_________ ________ ________ ________ _________ ________ _ �_______ ________ ________ ________ ---- ______ ------ ------ ------- ------- ------ ------ ------ ------- ------ ------ ------ ------- ______ _____ IL _ ________ ________ ________ _________ _ _____ _________ ________ ________ ________ _____ I ______ ________ _______ _______ _________ ______� ________ ________ ________ ________ ________ ______� ________ ________ _______ _______ ________ _______ ________ ________ ________ _______ ________ ______� ________ ________ _______ ________ ________ ______� ________ ________ ________ _______ _______ ---- --- f w ______ ______ _________ ________ ________ ________ ________ _______ ______ ______ ______ ________ ________ ________ ________ _ ______ ______ ______ ______ ________ ________ ________ ________ ________ _______ ______ ______ ______ ________ ________ ________ ________ _______ ______ ______ ______ _______ 0 L_______ _________ ________ ________ ________ _________ ________ ________ ________ ________ ________ ________ ________ ________ _________ ________ ________ ________ _________ ________ ________ ________ _________ ________ ________ ________ ________ ______ ________ ________ _________ ______ ________ _________ ________ ________ ________ ________ ________ ________ ________ ________ _________ ________ ________ ________ ________ ________ ________ ________ _______ ______ _____ _____ _____ ______ _____ _____ ----- _____ _____ ----- _____ ----- _____ _____ _____ J r --------- -------- — ____ — _-_______ ________ ________ ---------_-------- -------- ________ --------- -- ---- _-------- --- --- — ____- ------ --- --RCP r. C , CAN "C" O SCALE 4-4-" A].o PREFERRED ED E TING LOCAnON: L L WPO MOUNTED IXITSIGN 'f —CERRMWI MS MOUM®CODE xEO'O HEIGHT WIWI G10 ORTOPOFBOX.—BOX. M TEO SSY MIRE WALL HEIGHT O.T'CHATEMTL. EXIT NO. gA MR.C'CHMJNEL. IF PRO R F MOUNTED TYRCORRIDOR TYR UNIT TYP.UNIIT ttP.UNIT MICENTER OF CORRIDOR, O GLOSSYWHITE MIN.E IS86'CONNECTION q GG "C'CHATOT 4-MAX IYP.CgiNOgt WI FLE%ISLE CONNECTION N OP BE OF CORRIDOR WPIL RECESSED FIRE FIRE EXTINGIR BOX TO CL'G ABOVE. as OS OS OS 08 OSGG C6 U ES—BOX (NON CORROSNE LY e:,a (NON CORROSME Y MATERIAL) z FJ o FIXTURE =gL!! MATERIPL) SPACING AS PER CODE. I I I I I SPACINGA$ SEE BILL A15 FIRE =0 PERCOGAABLE EXIING'RMWNTNGTOP yw HEIGHT 0 0 09 "J' WI PIG-TALE mVIEW TOFIX RE COR.— TRIE .....,.. r :: _ CORRIDOR LIGHT MOUNTING DETAIL FIRE EXTING R MOUNTING HEIGHT MOUNTING HEIGHTS MOUNTING HEIGHTS 4 BLDG."B"RCP RCP —I NTs SCALE.NTs scAL>=.uTs SCALE.xrs AT.O SCALE 1/a. NOTES: EGRESS EXIT PLANS ONE •EXIT SIGNAGE AND EMERGENCY EGRESS LIGHTING TO MEET IBC SECTIONS 1006,SECTION 1011.1.,&1011.3. Sx10 ELECTRICAL CONTRACTOR TO VERIFY ALL IBC AND Revisions 5x10 CITY OF ARLINGTON,WA REQUIREMENTS. Mark Date EGRE AS PER IBC 5x10 6 1006.3 5(1.)LIGHTING(2.),(3 ,(4.)&(5.)&1006.3.1. 1006.1, 5x10 os as as Os os as as as os as as as as as as as os as as as os Os as os Gs qs ELECTRICAL CONTRACTOR TO VERIFY ALL IBC AND CITY OF ARLINTON,WA REQUIREMENTS. 5X10 I F F 1000 10x10 111%10 10x10 10x10 10,10 10,10 10x10 10x10 10x10 10X10 1000 10x10 10x10 1OX10 1000 10x10 1N10 IOX10 10x1a 10x10 10X10 10X10 10x1a 1410 • 2015 IBC SECTION 1016 F _ BOILER 5x10 LONGEST PATH OF EGRESS ------------------u OCCUPANT LOADTABLE 1004.1.1.2& . EXIT ACCESS TRAVEL DISTANCE SECTION 1016 DATE:06-03-19 MINIMUM REQUIRED EGRESS WIDTH SECTION 1021.2&1024.5 BLDG."D"WEST PLAN �\ wIE EXIT ACCESS TRAVEL DISTANCE SHALL BE IN COMPLIANCE WITH SCALE=1/16"=1'-0" A2.o SCALE 1/8" 0" 20151BC SECTION 1016 TABLE 1016.2,S1 OCCUPANCY WITH AS -------------- AREA GROSSSQFT. OCCUPANT LOAD EGRESSWIDTH PEROCCUPANTSERVED PER WASC SECTION 903.3.1.1. MAX TRAVEL DISTANCE NOT TO LICENSE STAMP: TABLE 1004.1.1.2 TABLE 1005.1 EXCEED 200'. B GE 22400 SLIT. 22A.1100=45 45x0.2=9 USTTOROR AGE TYPE 5L6 ABC PORTABLE FIRE EXTINGUISHERS W/RECESSED 5901 REGISTERED EXIT ACCESS TRAVEL DISTANCE SHALL BE IN COMPLIANCE WITH 2012 IBC SECTION 1016 TABLE 1016.1,51 OCCUPANCY WITH E—CH LI E, NON CORROSIVE CABINETS SHALL BE MOUNTED ON INTERIOR FULLY AUTOMATIC SPRINKLER SYSTEM ASPER WASC SECTION 903.3.1.1.MAX TRAVEL DISTANCE NOT TO EXCEED 250'. PARTITION WALLS ONLY. MOUNT AND SPACE AD PER SECTION 500 906 2012 IBC&2012 IFC.75'MAX TRAVEL DISTANCE TO PETS R w.scHROEOER EGRESS LIGHTING FIXTURE SCHEDULE Sx10 EXTINGUISHER. MAX MOUNTING HEIGHT MAY NOT EXCEED 48" STATE orw s lNGrox TO OPERABLE PARTS. FNXRE DENEHP9Nn Kay MarukNxre, FI-ICNN, CMaIN,1 Ar�samiealCanmenla 5%10 MAY EXTEND A MAXIMUM OF 4"INTO EGRESS PATH. WALLMOUNT TYPESLBABEINERTABLE FIRE EXTINGUISHERS N U N N N N N N N N N N U U SECTIONS 1003.3.1 THROUGH 1003.3.4. Sheet as (S as OR OS oS as as OS CIS as 5%10 EXIT SIGN EXIT TED TBD TBD ASPER2012IBCSECTI041011 5%1a 1OX1a 1410 10,10 Iwo 10X1a 10X10 10X10 1OX10 1000 10,10 10x10 " " " "' `" `" `" `" `" A7 . 0 wIE � BLDG."D"EAST PLAN � A7o SCALE 1/8" STORE FRONT SCHEDULE NOTE: AILDVERI VERIFY OBEFACTORORPRIMED. GENERAL NOTES: 90; NOTE:FIELD VERIFY ALL OPENINGS BEFORE FABRICATION. DOOR SCHEDULE LLDM.DOORS S OPE FACTORY DOOR SWINGS Q Q &HARDWARE W/OWNER PRIOR TO ORDERING. INTERIOR ROLL UP DOORS MARK SIZE(WxH) LOCATION AREA #OF GROSS DESCRIPTION U SHGC REMARKS: MARK QUANTITY TYPE SIZE LABEL U OOR MATERIAL JAMB MATERIAL HARDWARE REMARKS UNITS AREA WIDTH X HEIGHT Interior Storage Doors&Hallways O 1'-8"z 3'-0" OFFICE 5 2 10 ALUM.STORE FRONT 0.35 0.40 CLEAR GLNING AZING LOCKSET W/APPROVED CLOSER. PROVIDED WEATHER PEIE2 SCHROEDER ARCHnEC'TS ANODIZED BRONZE FINISH O 3 SWING(1 LEAF) 3•-0"x 6'-8'• NR 0.37 DLLOW METAL HOLLOW METAL W/TRESHHOLD.VERIFY SECURITY STRIPPING&DOOR SWEEP 1.Product I W/OWNER.ALARM ALL EXTERIOR DOORS. @ ALL EXTERIOR DOORS. 1 EACH ALUM.STORE FRONT SLIDING WINDOW 3838 48ih Avenue NE 2 2a 9'-0"x 3'-0" OFFICE 27 HOP HAND 54 ANODIZED BRONZE FINISH 0.35 0.40 CLEAR GLAZING a.Curtain shall be Grade E(80,000#min. Seattle Washington,98105 LOCKSET W/APPROVED CLOSER. VERIFY DOOR DETAILS yield)galvanized,26 gauge steel. It shall be O 1 SWING(1 LEAF) 3'-0"x 6'-8" NR 0.37 LLOW METAL HOLLOW METAL W/TRESHHOLD.VERIFY SECURITY W/VENDER SPECS. (2 0 6) -9 54 - 0442 O 6'-0"x 6-6" OFFICE 33 2 66 ALUM.STOREFRONT 0.35 0.40 CLEAR W/OWNER.ALARM ALL EXTERIOR DOORS. deep roll formed and lock Seamed together psaaia@comcast.net ANODIZED BRONZE FINISH TEMPERED GLAZING. to make a continuous curtain to full door ALUM.STORE FRONT CLEAR LOCKSET W/APPROVED CLOSER. VERIFY DOOR DETAILS height. Curtain shall be protected With a x 5'-6" OFFICE 53 1 53 0.35 0.40 O 1 SWING(1 LEAF) T-0"x U-8" NR 0.37 OLLOW METAL HOLLOW METAL NO TRESHHOLD.PRIVACY LOCKS W/VENDER SPECS. 9 ANODIZED BRONZE FINISH TEMPERED GLAZING. @ TOILET ROOMS.VERIFY W/OWNER. vertical wear Strip at each drum wheel. oore ALUM.STORE FRONT CLEAR VERIFY SECURITY W/OWNER 5 6'-0..x 8'-8" OFFICE 52 2 104 ANODIZED BRONZE FINISH 0.35 0.40 TEMPERED GLAZING. VERIFY DOOR DETAILS b.Guide Assembly shall be 18 gauge 3 SWING 1 LEAF 4'-0"x T-0" NR 0.37 H LLOW METAL HOLLOW METAL LOCKSET W/APPROVED CLOSER. esig n O ( ) W/MAGNETIC HOILD OPEN W/VENDER SPECS. galvanized Steel with pre-punched holes for * ALUM.STORE FRONT CLEAR CONNECT TO FIRE ALARM TEMPERED RE-LITE the lock and anchors. Protection shall be 6 8'-8"z 8'-8" OFFICE 75 2 150 ANODIZED BRONZE FINISH 0.60 0.40 EMPERED GLAZING. Issociates provided to prevent steel to steel contact ALUM.STORE FRONT CLEAR 0.37 LOCKSET W/APPROVED CLOSER. G.C.TO PROVIDE ALL between curtain and uide. 07 3'-4"x 8'-8" OFFICE 30 2 60 0.35 0.40 5 3 SWING(1 LEAF) 3'-6"x 7'-0" 90 MIN. OLLOW METAL HOLLOW METAL VERIFY WITH OWNER. REQUIRED SIGNAGE. 9 15504 SE 18th Street ANODIZED BRONZE FINISH EMPERED GLAZING. Bellevue, WA 98007 ALUM.STORE FRONT CLEAR C.Bottom Bar extruded 6/8"painted Aluminum O8 8'-4"z 7'-2" OFFICE 60 1 60 0.60 0.40 VERIFY DOOR DETAILS With an 1 1 v X l 1/nt x 1/8" aimed steel (425) n@ - 1040 ANODIZED BRONZE FINISH TEMPERED GLAZING. O T.B.D. ROLL UP VARIES NR METAL METAL LATCH W/VENDER SPECS. p gmooredesign@comcast.net angle and a vinyl continuous tubular type ALUM.STORE FRONT SPANDRAL GLASS CYLINDER LOCKS weather strip. Assembly shall be lock to the SELF STORAGE DESIGN O 8'-8"z 4'-0" BLDG."B" 35 3 105 ANODIZED BRONZE FINISH 0.35 0.40 COLOR TBD. curtain. NOTE:ALL EGRESS EXIT DOORS SEE IBC SETIONS 1008.1.3.4,1008.1.8&1008.1.8.3.SEE TABLE 715.5.3 FOR ALLOWABE AREA OF GLAZING. * ALUM.STORE FRONTANODIZED BRONZE FINISH LOCKSET W/APPROVED CLOSER. d.Springs dOOfS 6-0"and less shall should W/TRESHHOLD.VERIFY SECURITY have"one"any door over 6'-0"should have W/OWNER.ALARM ALL OFFICE DOORS. 9'-0" "two" helical,oil tempered torsion springs. TO REMAIN UNLOCKED DURING 3•-0• Springs shall be engineered for long life and BUSSINESS HOURS. sa• easy door operation. EQ. 3'-4" EQ. e.Support Bracket is formed from 12 gauge B galvanized steel with pre-punched holes for \ \ spring alignment,guide attachment and spring adjustment with a deep drawn r,bushing for easy low friction fit with the door w 0 axle. Ll M L 11 M O 4 71 f.Paint Coating applied prior to roll forming „^ _ (1) (2) O VARIES. by the continuous roller Coating method. This includes brush pretreatment,prime CONNECTITOFREREOP RMMPERCODE. CONNECCTTOOFIREAPUAMASPERCODE. coat,and medium gloss top coat with •- s•-o• a'-e" polyester paint system. Color shall be AUTOMATICOWRCLOSER.VERIFY AUTOMATIC DOORCLOSER VFAIFY EQ. EQ. EQ. 3'-0• EQ. g•-q^ WISPRINKIERAIARMCONTRACT WISPRINKLERA RMOONi CT. Verified by owner. 8'-6" GROLn D EOU AME, G GA.M D aOLaAME, GROUTED SOLID GROUTED SOLID ItA EQ. EQ. 3'-0" EQ. EQ. J \ g.Locking device(Door Latch)shall be a two OPnONALBECTROeIC T CONIINO H \ CONTNUOU w part double plated 11 gauge steel. Locking ri V KEVPnn1=E1, «Teo-„a,D•oYb�u oYlswN may-„zN0•A� byHa�m device shall provide for use or removable OWNER. PEMKOaPomkaHl pbY v `o EMPE1EPemkoHinge NY TEMPERED GLASS - TEMPEREDGIAEE cylinder type lock mechanism. All latched bf VERIFYxLOOK KEYED LocK to be STAINLESS STEEL. STANDARD MANUPL / HOLLo WIOWNER / VERIFYWIOWNER DOORSTOPMOID OPEN V Ll 9 - HAICHOM IFNO HOLLOW METPl HOLLOWMETPL • MAGNETICHCIDOPEN. 4 DOORPPNEL 4 DOOR PANEL h.Inside Door Stop deep formed from 12 w 4 m 0 q m 4 m F gauge galvanized steel,with pre-punched \ ALUM.DIAMOND ALUM.DIAMOND ME q�-q• PLi.KICK PLATE q'-q�� R.T.KICK PLATE O holes for attachment to both guides. Sharp / O Poses SIDE sHSIDE 5 points not accepted. ''^^ OT OT OT OT OT 4 5 Pu V' i Lift Handles are made of galvanized steel with an easy grip and provision for a_ attachment of a 1/4"nylon rope with ,fr/1+fVl polypropylene core reinforcement and tied as a loop. 2.Execution Installation shall be exclusively by manufacturer's trained installers or by an experienced D/B crew. Installation shall be in strict accordance with manufacturer's printed instructions. 3.Optional Features a.Ball Bearing Brackets: Roll up doors larger than 8'-8"wide shall be provided with a self ball bearing securely welded to the door support bracket. Title b.Insulated Doors: Insulation to consist of DOOR & two layers of aluminum nylon film laminated to the outside of two layers of heavy duty WINDOW polyethylene air bubble cushioning. Material shall have an R value of 4. A rigid vinyl side and top draft stop seals against the S C H E D. insulation or door curtain and header. c.Kynar paint finish: Shall be supplied by a Revisions Kynar licensed paint applicator in strict MaN Date accordance with manufacturer's instruction. 0 06-14-19 Paint applicator to supply standard warranty to the Owner upon completion of the project. 5.ADA Compliance a.All Roll-Up Doors to meet code operating DATE:06-03-19 standards as per ANSI sections 4.13.1 thru SCALE=1/16"=1'-0" 4.13.11. &WAC section 309 operable Parts. Section 309.4 Operation. Operable parts LICENSE STAMP: shall be operable with one hand and shall not require tight grasping,pinching,or sM REGISTERED twisting of the wrist.The force required to ARCHRECT activate operable parts shall be 5 pounds (22.5 N)maximum. PETER W.SCHiIRI)ED R sheet A8 . 0 BLDG. "A" STORAGE BLDG. "A" STORAGE BLDG. 'ID" STORAGE BLDG. I'D" STORAGE 90; PETER SCHtOEDER ARCHITECTS ♦ I Project Summary •'•JI-SUM Component Perf• - Path, •• 1 ENVI Project ••J-SUM Component P- • - Path, •a 2015 WSaCCbrrplience Farts rq c¢rrteneel Buildings nclu=ing R2.AS,8 R4 oar 3 stories and all Rl n..�"a r.�L,b 2D15 MEG Coc-,e Fonns or Comn- IBudd,n lu d,n P2,R3,8 R4 over 3s tones and al.R 1 1e ere""z11r 2015 WSEC Conliance PIrmn for Cornrml Building,neludigR1 R3,8R4 over3-ir,and all If ...... ••"' 2015 Vv5EC Com liance Farrm for Commercial Builtlln ludin R2,R3,8R4over3smriesand all Ri _ - • 3838 48th Avenue NE p gs,nc g p gs inc g Searle Washington,98105 General Irdo ProiI TRIG: Royal Stiff Storage Bldg."A"Storage ale 4/....... Project Tull Royal Self Storage Site."A"Storage Date 0 412 9/2 019 Fonffal IllfO prokct gtla: Royal Self Storage Bldg.ro'Storage Wb 9 2'2019 Project Title: Royal Self Storage Bldg."D"Storage Dale 09/29/2019 TMs PfbJ SIAAIorm Rgeci]neat Pgtlress: 17011591h AVEhE Fa Buildnq�perarxvd Use For Builtln Department Use J-SU14lam ROclSlre°=Atltlrasa: 1T01159MAVENE Pon BUMIn90ePa�wM Us• Far Buildin Oa artrrent Use 2061 -954 - 0442 tlm 1 g Rpsetatr,c,u„tyzlp:Arlrt9mn,wnaez23CalculaHonAdjustments g p p @Rgect Cry cony.zp:FV irglo,,wA 9eznCalculation Ad ustmenls Saala COfTIC8St.11et Nl None MOeere None Applied RoadCiv Rep: Q More AT t'eIronRojct Oxner or lbP: Greg M1'oore 0.2a Mex.Ta t 30.0a a R°j°IX Fenestration Area..% bove- dewallarw 0.0a Max.Target 30.0% Juns.thnEl FenestrdtlOn Aredas%gross above-gradeW all area r9e. hesp%eC Juradicdon: grossa erap'msfi0abl¢k Skylight Area as%gross roof area gp: DloM Skylight gross roof Max.Target: 3.oa S h htAreaas% rarea Me..Target: 3.0a Dore Project Description New Constrocten andAddtiore Vertical Fenestration Alternates: None Selected on 64V-SUM Project Description New can-tion am Addd'am Vertical Fenestration Alternates: None Selected on ENV-SUM Sid.d.111h.AJgyMrcm (]New Building ❑likkilg Addition ElAccloon«Existing Envelop•Component Proposed IN Target ISwlrtall that•pplyro M. ❑J New Building ❑BWdhg Addltbn ❑Addition+BuI Envelope Component Proposed UA Target UA � esign pedpgII Cavty+C RanlDBI�U-factor Source&Table#z U-factor xAre (A) =UA(UxA U-factor xArell UA(Ux A) s<ppep(pro/at Cavity+Cl RarVlktae#(}factor Source&Table#' LLfactor xArea(A) =UA(UxA LLfactor xArea(A)=UA(Ux A) SNecfAtldaon+&iolirgo &reline Buikirg Rdrollt R= 0.027 SalrtAetlifron+Existinga &i,ting fiuidng Wtrolit R= 0.027 ssociates All, op /0e =< Albrw6'on+ExiaSrgilMe s s e atrg I Illbe ❑Alteration ❑Aterealn+egang ❑Charger,Space Con,fti R= Above Deck Insulation U-0.027 xis ingood III. ❑Attention ❑AhmWn+&iI ❑Charge to Spec,Condign � Above Deck Insulation U-0.027 cartlrredmM�eWnion 8 tom1 natlWM atlei0on rce!alionfod.-Ime R= a IkrercpnrowmaraD.m 15504 SE 18th Street un, ❑Change d Occupancy ❑Piston[Bidding Sxtlon ❑G,.nga of Occupancy ❑I4ebrk building -o R= a102.2.5,R25 butts=R13 bans 0.o31 29250 v R= af022S,R25bafts=Rl3bafts 0.031 29250 906.8 0.031 29250 906.8 C I.,C�.1. 'pz E wS° 906.a o.031 sob. Bellevue, WA 98007 C50 /a - R= Melal Bulking LL0.031 Budding ElemeMS scope-Selec[NlMeI aDDN w R= Metal Building U-0.m1 euidnp Bonente Scope-Sabawtthet ePPN gR= (425) 941 - 1040 ❑AII El Building r-lope ❑Mechanical Systems R ❑All ❑Buidng--pi, ❑Mechankal By.mtn g R= o.127 mooredesi n comcast.net R= o.oz7 9 9 Q ❑ServIcefkl Water System ❑Lghtig system ❑Electrical Sysem R= Jost/single rafter U-0o'Z7 ❑ ❑ �R= JoisVain famine, LL0.027 SII Hot ywmr sy.rrro ❑1.ghbq sy,anc aepykN Bysbm. .a g SELF STORAGE DESIGN S R= R= 0.021 R= 0.021 Croup R-M.R1 8 R4 All Carmerciel Group suss 3,8R4 aAxetl Use (gee Wtons Q Ag Comrerckl C Mxad lba Q Cbar buttoner. 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R= 0.078 It R= 0.078 = w R= Q Pre,.rptwe Q Total guiding Pleff fence C Gear butlers Group R Mass Wall LL0.078 Q Rescrpika O Tdd Building F9forlmnce Q tree d0tons a R= Group R Mass WaitU-0.D78 PrasrlprM-RoleeiacamhArq iielyshelldam,nsfmmcorrylmnmwiNell applke0bmarddory b M R= Pr•wit/Ptlw-R'o/•efr;=Pr NgpnsapMslYahelldamonshabrompl nII nn Nl appliceobmenearory 0.104 aid pescripherequrerres/VX!.co�W1'.G012 ftem ibmaeiMlmfion C¢rrdirx'ebrmfo end41 pt nWh°marfsolM;-de.Re{I, 'ZMm lion mareirrlorrmtlan.Compllarrnbrmab General Compliance voludewitha RBscndAes=brnval Alle(plkaeeENV,LtG,A£CHard C406 E R= 0.104 General Compliance incluee the Rescripfiwaubmittel'NlepplkeNe ENV LTG.MECHalC406 m t R= Awurredmbe Mess VJal LL0.104 �� Path T-1 1 9 111119 N maree-R IscarRlyttg we lIXd binklugpedarmrxe(TBgshellinckxlee u E R= Assumed to be Mass NAl U-0.104 Path Tof°IBulloln➢PeA¢menu-Prgecbcompyr N°bfelbullW'npperbrnanc�e(TB�shellirrc4tlea cg R= N w ryPiroaulm firma Wrde6viltlingarag tlNperS%finn C40]entlahell denenabebcpmp6eree !h yIXresdlsliPmawlplebuildirlgerergymdelparSlwltmC407adsMlldemarsae'erompperce U,8 R= pNellepplicablemeMefarypnWsions=n�hisCod°.RekrroSecnonC401.t,1mm21ormoreinhrmanon. o R= all a pphceblenardataypmWamalnfhs CaW�ferfo Section C1012 11an2lamore irtlurrellon C°mplieros bane b InclWe wMe iFBnubm;ml:PROJ-SUN.C406-SUN6C9060ETAIL ENV-CNK LTG- 0.078 EXT,LT-CHKs all LIECHIben7Pocep(MEl H ECONM C406SLM8C408DETAIL ENV-CHK LTG- o^&- R= 0.078 EXT,LTG-CHK uwaIIMECHbr,or' epfi -ECOVO). -R= Assumedtobe Mass Wal LL0.078 tA IXT,LTG-CFU(end dlA£CH(a=m(exceq AlECH ECONO) g R= Assumed to be Mass Wall U-0.078 2 R= N°bf-angwremenm PorRNrigerNetl spaces-Rehigaremd walk-b BIM waehs rsalMazarnaFwllcpmpNWlh the anvalopB 0.031 IWte1-Rep' IneMS FaRNngadetl$aeros-Retrrgeretedwalk-rneNwa�h lesendheazelsshallcmpyw#hftsnmII 0 R= lrehi enaneromenu min Section CPlOel alter Iruekmeneero Me WSEC. 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V/ respondbirpuinesebouf cpmpawrcebrm mlamNron dad ComP/bnealforma rasp tlydarinaeon Pi vide ,hectare am Wriprrvid /ttfioc 9 do ern. pros . spontlto inquires about compyance krmiMormatbnprovidetl. Component gmuw. Company Names. Moore deign A....IMea • •• •' • • •• 4 do notrdfain. 2015 VS<3;Conhpiance Forrts for Commercial Buikings including R2,R3,8 R4 over 3 stories and all Ri 'a y paasxortlfo uas. Company Name: Moore Dea10,Aasocletes ta bucbonalend a.i.. Project Title: Royal Self Storage Bldg."O"Slorage Dale 09/29/2019 celwlahnp ttlb are Company Address: 136015E 1111Str••t Ball-WA'IN, 2015 W5Lx Comptence Forms for Commercial Buildings inclutlirg R2,R3,8 R4 over351ories and al Rl Inshuc0onel and Company Address: 155U SE 18th Street Bellevue,WA 98007 ` •� wrire-woleclee Appr,ara Name: Greg Moor• Project This: Ro I SeN Store Stl A"Stop Dale 04/29/2019 calcula0rg cells are Fenestration Area as% above-gradew all area Max.Target:30.Oa For Building Department Ilse 1 ri ge g." ge mte-pmkcted Applicant Name: Greg Moore gross Applicant Prone'. 425-041-1040 Fenestration Aredas% br de w al area 0.2% Max_Target:30.09 For i udd#rg Depe ti Use A 941-1040 gross re Applicant Brell: ®rem u. grossa eyra pWkenl Rhona: 4zs- Skylight Area r root area Max.Max.T et:3.aa gm..red..Igo t.n•t Skylight Area-%gross rnwr area Max.Target:3.0a Applicant End gm ooredeslgn®comeast.netal'. Project Description ONew Building ❑Addtbn ❑Aterdbn Building Co.ponent Proposed 11A Target UA g!• Project Description N❑N-Building El Addition ❑Alleraton In..R P.I.b9#F-facmrSe...eB Table#' F-facmr .Perimeter =UA(IJ A) Ffactor .Perimeter=LA(U.A) Occupancy Type QAll Colmerokl OGmup R-A5R1ard R2,RERlo r3.te.. CMkad Use CCbar buttons Sarltlmg Co.ponent Proposed UA Target UA RI 0.730 1120 Sarcf-mouuadloenebliI Ins.R Renusmil#F-ractoi-Soume&Table#a Ftacmr .I�rmeier =UANxA Ffactor ,Perimeter-JA(Ux A) Occupancy Type e1i.a 0.540 ao9 N Envelope Com liance Path o R-5 07W 12M 897 9 0.540 1230 664.2 Se/ectmo sequiredlote ableaarmA ®All Commercial C Group R All RI and I R3,I war stories 0 Mir ad Use w �i R SlabOn Cra0e 11 F 0 5,I E^r a GP P Q Resar,plNe p cpmppmn Pertpmmnp. C Clear burps v -- Envelope Compliance Path o R- a Selecnonrequiretl roereDlebmns v ail R- Snb-on-trade F-054 p p ®Prescriptive Q Component Performance o 55o Component Performance Slendertl Merge of Occuprncyl droning Semheated Geer btnore ®�R Se/ecaom'equiretltoenable/orma g R- Bested Blab-On-4atle F-O 55 O O ® C 6` R= o.sso S R Calculation Type _ tk"R= - Healedeao-or.crade F-o_ss Component Performance &led,.repqoi' droe-51 ENV-IY1 ❑Addinrel Elf iency Peckag,Cption GOB 8 Erhanced Envelope QStandard Q Chargeof Occupancy/Cond9onng t�Semaheated Schedule ID LLfactor Sourcea1- LLfactor x Area(A) =UA(UxA LLfactor x Area(A)=UA nJ A) end ENV-SHGCb=ma. To ronPly dem¢Nrakbraldvrp Mermel entehpeperbrmen¢ia IS%lower then Me Target Lot a Y R Calculation Type 1 Sclredub D ,U-factor Sources,la LLtadar x Area(A) =UA(U x A U-factor x Area(A)-UA(U x A) Selection dto enable ENV-UA ❑Additional Effulincy Package Option G406 8 Enhanced Envelope - Opaque S.ng Doors LL0.37 NSUTATED HOLLOWMEEAL 0610 63 38.4 0.37 87 32.2 and ENV-SHGIC Itrms. m ❑y Ai bamkrtes0ngpersecllan C102.5.1.2 ❑At bank.m.gnotmq.md Tocomplydemonsfmbbuildiglhermelem lopeper(ormerroaisi5%IomrthantheTarget UA. mS 'ncl,MednP¢leciscope m a10]1(1),25%glazed m-tretun 0550 24 13.2 Opaque sent Doors JD37 C Air Bdrriel Testing ❑Addtorel Elfkkncy Packaj.Cplion C4069 Reduced Ar Ml"Im'.n "a ArbemBrlestlng per Secb0n C102.5.12 i o 34 Q ❑Arbernarlestirg not requited Opaque rollup Bsl tling LL034 To. tyrdem¢.herethefineearoderrleakegeolb.l gensNapetl¢°ndexcmd025 034 included in project scope ce.,(Nrberneraurle¢aree)order ksfaemweo10.3inM w.p. `o Opel-unfup8sliding ULM Air Barrier Testing ❑Addiona l Eiik iency Pe ckage Option C4069 Red uced At InfJlraton Vertical Fenestration and Taal Venzal Gross Exleror 6 Tocomply,demooalramthatmeasured air leakageo/burldng emelopedoesnotexcNI10.25 Non-Metal Frans J4.30 Title Skylight Area Calculation Fenestration Above Grace %V.n,aal m o.3e amW fairbarriersurface area)urger lesrpmesue o(03incn wg. Pr.wr!4w P.M EMerteluea I (roughopenng) III by WNI Area trm.l00equals FereslrNnn Non-Metal Frame J030 re apN NreSon nxNgnls gronawe#s 2d.0 + 12400.0 X 100= 0.2$ Vertical Fenestration and Taal Vertical Grass Exterior . Rig BATT 0.06 6656 366.1 0.3s 1997 758.8 d rapV' Nis ENVV-!--Ekaheel Feireslrati n Above Grade %Vertical Metal Franne Axed LL0.38 ENV W ardor ENV fa GROUIR a Gross Exterior Skylight Area Calculation n keMetThesealueaauro-llll/rom Toner Skylght dIby R¢fArea bmea100equals Skylight, R190ATT 006 1 366.1 0.36 2D23 768.7 preset/pBvePafh EnterveluesWr (rough opening) III by WfIArea fares IGOequals Fenestration ENV mV-U4°Mnewrrre-protected°n ENV- 0.O 0.0 X100= Metal Frame,Feed J038 ,cal/enestrabon,skytghtegrossuells 0.0 - 12400.0 X100= 0.0$r and r%;on this ENVSUM tiorksheet LL o ComponeatPerformance Entervalues Gross Exterior o 90 Va. I m g mENV UA enNorENV UA GRO UPR - ° Meml Frame Operabe LL0.40 Far.atratl°n V ERTICA L FENESTRA TION AREA COMPLIES ksheet Thew Whose eNO(ill(rom Total Skylight dNiletl by Rwt Araa rims 100 equeb %Skylight = � Area 0'90 ENV UA and are mite prolectedon ENV- ' Fenestration Area Compliance - Metal Frame,operaDb u-045 0.0 - 0.0 X 100= >" Revisions Skyllpht Area > Vertlral Mark Date Meml Entrance Door Mad Feneetraldon VERTICAL F7a4ESTRATION AREA COMPLIES SNGLERINE 110 24 26.4 0.1 7 4.4 Araa c Vertical Fenestration QHgh perlornnnc.f...Nbn U4acbeard SHGCpa C40]4.1.3 Metal Entrance Door UDW Fenestration Area Compliance Alternates 0Dedwdm--re,ayst p,N024.14-04036 m °ypes _ SMw I¢efioreefpueli/Av o,ef'Olzone Cl no nbuldnge13rws25%armredhETllac.areasn dayiI...esper C402411 �N Qabdtona SkylightAroe w n Alll LL0.50 areas antl/u=ono j Npl � - OlnDutlmgs•35torks,50%or pore of CONO'TIONED Soar area swnM1n tlayl,ghizwmsper For DaNipM2oneAr CN In C402411 AD types J050 Vertical Fenestration High f fnestragon U-factors and SHGC C4024.1.3 - )S;QelgMernninclueePrirrery Ga141ghtz.-C.I.W.11.ne o F Q g per orlm a per Area' UA Area, UA M rytleylgnlzOm°lean. Dilght 2 raw Ferestrdbn Aterle, 3deLght OzylgM Toplight Daylight Pzrc.nt De,rI �' Alternates Dedicated odd yl perC402414and C4038 D)ladud o,ermppnpbl#ipnlaM NN Sekctetl.No CalcdNons Requiad Zsm Area 20m Area Zom Aree m < - a ..__- _ Target Area Adjusted Page 25ubtotel 7776 1184 3117 1366 DATE:O6A3-19 Ndehghrewll;Dnfzoneareeaurder Area' US Areal lM Sic / s(gah(pigdaldghtzone O In buildings a 3 stores 25%ofmore of I floor area s it daylight zones per C402471 Page l Subtotal 29250 907 29250 907 SCALE-NITS ToplipM. reesaM IF on pmjectplans. TO COMPLY-The Ropased Totel(/Ashallnor ProjectTotal 37026 2090 32367 2270 c)Rekrb Cnepra2/a ml 5ooraea Target Area Adjusted Page 2 Subtotal 7997 1392 3397 1969 0DoI"ngs43 stories,50%ofmore of CONDIf10 NED floor area s w thin daylight zones per xc,=.,=.dfh,=.Target Total LA. Page l Subtotal 29250 907 292s0 907 Pon DayfigOZone Area Calculations- C402AA.1 Daylight Zone calculations [Component Performance Compliance A UA COMPLIES LICENSE STAMP: Spaces in Single Story ro coMPLr-T/m Preposetl rofal u4 snaumr a)Slde,ight areas include prrrnery* yl gMP � ) P rY al Nlm lOsetlepa¢s Mate eetl2,SOOB,M e¢iligMiphtankr Ma 15 eM ere spare a Poject Total 37247 2299 32s97 2376 secundsrydayfghtzoreareas. Daylight Zone Fenestration Altemale SkefgMDaylght Toplight Daylight Percent Daylight Npearegmretlro pbmprw;m INaaoteNon. x0eedtlm Tsq.tTobl UA. De BuildingRequtringSkyBghts b)Incltdeovadappingtoplrghtend Not Selected.NoCakuktknsRecaved Zone Area Zone Area Zone Area so, REGIs.e. Code requlresemmlmum d50%ol Me floor spars Ann(n=) Ixz AreeglG sRRor Apemwre aceprgn _ Component Performance Compliance(UA) UACOMPLIES sidefgnrdayightzoneareasunder ream Dewieina skNl MeaNlpnlzomM Tefertu D Note 1-Ysenricot tailbe caonorskyutomehaexceetls Cmrq,h m al e Reho,Do T 1,=A TargetArea Atljust ksmof all applicable enselope cJ Rekrto Chapter2(ornef floorarea specincspa¢fypes.RekrIOCP02.1.2 ro� Open, mtellbe celcea,,Iomsh.ff ce,'ybo,A cnnrpliamelives.1tedp Ta-yedea Adjusbnenmwsdrr,C402 thiscalcu/elan. rogwremenm No/e2-Op:r ss,f DdUb s tit-n-G-pnom AppendixiI C40culatedpm,teDtedmefhodassp umrlin C402151 IN w1= DL2=0ayr;gMzone, Note4-AI �rheated spaceslunSivg Meuval Rinsulafun e thtonect xceptnn, le4Targef Wall�(actorsuMerPropatied Wa91/-bcforo%xrorur 014 Spaces in Single Story Listall enGosetl spoorsthatex¢ed2,500 ftz,here ceiling hcvghtgreaterfhan lSR,and are space STATS OEwawlNcroxR SRR•SkNiOMbmarano MOkam wpaamre w,M'AP prelu(AP tt%) eells-nsulml a fhecalcularlon. Building Requiring Skylights typesrequrretlt-Plymy'Mrsprovrsron. No[e5-Massaanecerslabedges usibeceveredmtm,ssemblyhadrgmow;ral LLfactorof02. Not.6-Demising walls,d0ws,elver#calferostrafionseparafig spoors with tldyerenfdegrees olspacecorditronn'g(un¢MitaneQsemi-healed, Codemquyesaminimumof50%o/thepoor Space Area(flx) Di Amu(W) SRRor Aperalure Exception allycentlitroned)sha06eincludedonlyon the ENV-UA brm(Me space wiM Me greabstdegreeo/space condifiordrg. yea.benifhinaskl4ghfdkfVhtzonefor Sheet Note]-ListGroup Rabovegmde mass wafishere.L;stall othermass8ells,ComnierdalantlGmup R,in the Opaque Walls-Abohe Gratle sedan specificsm¢lypes.Re(erM C402.42/or N mff-Slabbnymde F-redamshallcome tromAppelix AortalculaktlperapprpvedmeModasspeciTietl in C4021.5.1. requirements. Note'-Opaque door U-(actors shallcome lromAppendixAorcalculafedpen approvedmeMotlassperahedin C40215.1.Adoo...definedes opaque iflesslhan551vUFae door area hasglazing. OLZ=Dayi9hfzone, A9 . 0 FenesiranonassembNLLFact rsshallbepg, gg , SRR=Skylight b roo/ratio ndkale aperatu¢w ih"AP p¢Ta(AP 1.1%)the delauttvalue per Section C303.1.3 PROJECT DESCRIPTION PHASE I BUILDING SUMMARY DESIGN DATA THIS PROJECT INCLUDES ONE TWO STORY OFFICE AND 22,400 SF SELF STORAGE,TWO • • SINGLE STORY STORAGE BUILDINGS,AND ONE CARPORT TOTALING 41,445 SF. EGRESS WIDTH APPLICABLE CODES AND REFERENCES OWNER AND CONSULTANT LIST CNSTRU BLDG. AREA OCCUPANCY TYPE CT. TABLE 1004.1.2 SPRINKLER GROSS SOFT.OCCUPANT LOAD 1005.3.1 EXEPT.1 REMARKS OWNER 1555.3.2 International Codes BLDG"A" GROUND Building segmented into Royal Storage,LLC S1 IIB NO 22,400 SOFT. 22,400/500=45 45 x 0.2=9 13600 44th St.NE PETER SCXROEDER ARCXIIECTS SEMI-HEATED STORAGE into areas<12,000SQFT 20151nternationalBuildingCode(IBC) Lake Stevens,WA 08258 A I • BLDG"A" GROUND Building segmented into 2015 International Residential Code(IRC) C:425-377-9130 3838 Oath Avenue NE CONDITIONED OFFICE B IIB NO 1,200 SOFT. 1,200/100=12 12 x 0.2=2.4 into areas<12,000SQFT 2015 International Mechanical Code(IMC) Seattle Washington,96105 APPLICANT (206) -954 - 0442 BLDG."A" ndFLOOR B IIB NO 1,120SOFT. 1,120/100=12 12x0.2=2.4 Building segmented into 2015 International Fuel Gas Code(IFGC) TROY VAN KOPP psaaia@comeast.net CONDITIONED OFFICE into areas<12,000SQFT 2015 International Fire Code(IFC) 13600 44TH ST.NE Rxnnoxu SYMBOL OF InccESS Sw>LG BEwnNE ON BLDGAT Building segmented into LAKE 5-760- 6 WA 08258 a<GEB4CNGROONc NOT HEATED GROUND S1 IIB NO 2,400SQFT. 2,4001500=5 5x0.2=1 into areas 2015 International Plumbing Code(IPC) C:425-760-8689 OOCe w 2015 International Property Maintenance Code(IPMC) R eSlgn E ERSIGN,"Aw BGOE CANOPY STORAGE + S2 IIB NO 30,600 SOFT. NA NA Architect: ND,SEEWA STATE C" 2015 International Existing Property Code(IEBC) CHA OCTORPREPORA Peter Schroeder Architects ' SSOCIateS BLDG."D" Building segmented into 2015 Washington State Energy Code(WESC) 3838 48th AVE NE ANDHEIGHT) REPGR'E GROUND S1 IIB NO 15,900 SOFT. 15,900/500=32 32 x 0.2=7 into areas<12,000SQFT Seattle,WA 98105 15504 SE 18th Street a GIGNSGPPGRT IF NEEDED SEMI-HEATED 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI1417.1) ,Q C:206-954-0442 Bellevue, WA 98007 N PHA TOTAL 73,620 SOFT. 106 (425) 941 - 1040 p Washington State Amendments Storage Consultant: gl3@!3§ig6�€9IN€95l:6@! EXITACCESS TRAVEL DISTANCE SHALL BE IN COMPLIANCE WITH 2015 IBC SECTION 1016 TABLE 1017.2, WAC 51-50 Washington State Building Code Moore Design Associates §41F S1 OCCUPANCY WITH FULLY AUTOMATIC SPRINKLER SYSTEM AS PER WASC SECTION 903.3.1.1. MAX WAC 51-51 Washington State Residential Code 15504 SE 18th Street TRAVEL DISTANCE NOT TO EXCEED 250'. Bellevue,WA 98007 �coNG CORB. WAC 51-52 Washington State Mechanical Code Contact:Greg Moore WAC 51-54 Washington State Fire Code Cell(425)941-1040 ACCESSIBLE PARKING SIGN WAC 51-56&51-57 Washington State Plumbing Code and Standards CIVIL/SURVEYOR WAC 51-11 Washington State Energy Code Pacific Surveying&Engineering Inc. WAC 296-46B Electrical Safety Standards,Administration,and Installation 909 am,W Way Suite 111 Bellinnghgham,WA 98225 360-671-7387 OWNERNPPRONNL. City of Arlington Design Requirements Design Wind Speed 85mph Exposure C STRUCTURAL ENGINEER:N;e soeo,ueERe1EPEGEN TEED F. MAKO STEEL,INC Ground Snow Load25lbs per square foot W Seismic Zone D2 55650 EL CAMINO REAL,STE.235 O CARLSRainfall 2 inches per hour for roof drainage. 760-44 -1 0 92008 1� Frost Line Depth 12 inches 760-448-1760 bz INS® Soil Bearing Capacity 1,500 psf unless a Geo-Tech Report is provided. LANDSCAPE ARCHITECT �Ir. HIC°RESS'NDREIRORGICROWN CONCRETE AT BASEG..) BLDG CODE: O HOLLY MOORE 71 INTERNATIONAL BUILDING CODE 2015 LANDSCAPE ARCHITECT N •= Oe1 w BUILDING TYPE:S1 II-El TABLE 601 15504 SE 18th STREET BELLEVUE,WA 98007 O IA GOMRNU EnSUBGR"DEPER ZONING: Tel:425.466.4789 3O15 V PEP0IX1 TABLE 20.48-5:DENSITY AND DIMENSIONAL STANDARDS gmooredesign@comeast.net EMN LIGHT INDUSTRIAL(LI) contact:Holly Moore USING+e CONCRETE SECTION 20.48 TABLE 20.45-5. END- SET BACK FRONT =25' DRAWING LIST '^ HEIGHT=50'MAX A0.0 COVER v` ?MIN.CRUSHED ROCK - LOT COVERAGE=%100 A1.0 SITE PLAN w A1.1 SITE LIGHTING PLAN +e _ _ SITE LIGHTING A2.0 BLDG A � O ALL SITE LIGHTING TO BE DARK SKY COMPLIANT. A2.1 OFFICE A3.0 BLDG B {�ur ECT. EcrroBE TABLE 601 A4.0 CANOPY C ^ BnmE P Cry. NON-RATED CONSTRUCTION ALLOWED PER 601. A5.0 BLDG D _____ ___ Snwcor"acxuT. A6.0 TOILET ROOMS TABLE 602 A7.0 REFLECTED CEILING PLANS O NO RATING REQUIRED FOR EXTERIOR WALLS A8.0 DOOR&WINDOW SCHEDULES •� - BG�CGNC BASE GoCMro. (11-B CONSTRUCTION BETWEEN 1OFT&30 FT TO A9.0 EUV �� PROPERTY LINE) 1 LA- LANDSCAPE PLAN METAL STUD WALL OK BOLLARD DETAIL I•'�� SCALE=112'=1'D" ADDITIONAL PERMITS REQUIRED: PER IBC 106.3.4.2,THE ARCHITECT HAS ELECTED TO DEFER THE SUBMITTAL 51.1-GENERAL NOTES ?' OF CERTAIN ELEMENTS OF THE BUILDING DESIGN AS IDENTIFIED IN THE S2.1-BUILDING'A'W/FOUNDATION PLAN AND BUILDING SECTIONS _ - DEFERRED SUBMITTAL LIST. S2.2-BUILDING'A'W/FOUNDATION PLAN TOP VIEW - - _ �� ELECTRICAL DESIGN BUILD SHOP DRAWINGS.* _ PLUMBING DRAWINGS* 52.3-BUILDING'A'WI ROOF FRAMING PLAN W/OFFICE DECK, PRE-FAB STAIRS SHOP DRAWINGS* OFFICE 2ND FLOOR FRAMING,OFFICE ROOF FRAMING FIRE ALARM SYSTEM* S3.1-BUILDINGS'FOUNDATION,PARTITION,ROOF FRAMING PLAN Title I AXOMETRIC ,o AND BUILDING SECTIONS HVAC DESIGN&DRAWINGS" S4.1-BUILDING'C'POST FRAMING PLAN PRIOR TO SUBMITTING THE DETAILS AT A LATER TIME,THE S4.2-BUILDING'G ROOF FRAMING PLAN BIKE BIKE BIKEBIKEBIKE - + REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL S4.3-BUILDING'C'BUILDING SECTION COVER i REVIEW THE DETAILS AND THEN FORWARD THEM TO THE BUILDING S5.1-BU ILDING'0'FOUNDATION PLAN AND BUILDING SECTION 3597 • _ DEPARTMENT WITH A NOTATION INDICATING THAT THE DEFERRED - SUBMITTAL DOCUMENTS AND DETAILS HAVE BEEN REVIEWED AND BEEN S5.2-BUILDING'0'PARTITION PLAN 46 _ FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE SS.3-BUILDING V ROOF FRAMING PLAN BUILDING. SOI-STRUCTURAL DETAILS S THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE SD2-STRUCTURAL DETAILS Revisions DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE SD3-STRUCTURAL DETAILS Ma k Date 10 SURFACE BUILDING DEPARTMENT. GRADE SD4-STRUCTURAL DETAILS Q 06-14-19 36 O.C. 02.38 s - EMERGENCY BACK UP POWER SIDS-STRUCTURAL DETAILS FRONT VIEW RIGHT SIDE VIEW EMERGENCY BACK UP POWER FOR EGRESS LIGHTING WILL BE BATTERY SUPPLIED. ECHO PRODUCT NO. BIKE RICK EC2-05-EM r�I [c ADA ACCESSIBILITY DATE:06-03-19 rv.. t ALL HARDWARE,SPACE REQUIREMENTS,AND SIGNAGE TO _ "' - SCALE=NTS COMPLY WITH ANSI Al 17.1-2006&WAC 51-51-005. FIRE ADA ACCESS TO STORAGE SPACES PER TABLE 1108.3&SECTION LICENSE STAMP: -- 1 108.3.1 IBC 2012. 1007.OF UNITS ARE ACCESSIBLE. 1. SIGNAGE OR PAVEMENT STRIPING SHALL BE PROVIDED ALONG ALL UNITS STORAGE CLOSETS ARE PROVIDED WITH AROLL-UP THE DRIVE AISLE FOR"NO PARKING-FIRE LANE,"AT TIME OF tPETER REGISTERED SITE ADDRESS-17011 59th AVENUE NE ARLINGTON,WA COMPLETION. ARCHTEGT DOOR AND DOOR LATCH THAT COMPLIES WITH ICC Al 17.1-2009 VICINITY MAP CHAPTER 3 SECTION 309. 2. GATES TO BE UP-DATED TO MEET ALL CURRENT CITY OF ARLINGTON CODES. F WASHINGEDER TONSCALE=NTS rw WASHINGTON PARKING CALCULATION 4. FOR FIRE EXTINGUSHER LOCATIONS SEE EGRESS PLANS PARCEL DESCRIPTION 5LB ABC TYPE 2A 106C RATED UNITS. Sheet (PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. 2911112 DATED JANUARY 29,2018 AT 1:40 P.M.) 5. ALL DOORS INTO ELECTRICAL ROOMS TO HAVE SIGNAGE AS 31052700100800 REQUIRED BY LOCAL FIRE CODE. AO . 0 PARCEL NO.2, CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT FILE NO. 6. MONITORED FIRE ALARM REQUIRED. Zoe-015-BL4,RECORDED UNDER RECORDING NO. 200606055267, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M.,IN SNOHOMISH COUNTY, WASHINGTON. THE CITY OFARLINGTON XA • ROYAL STORAGE SITUATE IN A PORTION OF THE NE 1/4 OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON PEIER SCHROEDER nRCHi1ECA 3838 48th Avenue NE Seattle Washington,98105 (206) -954 - 0442 psaaia@comeast.net I I I I oore T esign , m 'A � 30' Issociates I I I _ 15504 SE 18th Street ONDITIONE SEMI-HEATED l r Bellevue, WA 98007 NEW EASEMNET 20' (425) 941 - 1040 I J agmooredesign@com�st.net SELF STORAGE DESIGN BIKE RA — — -- sr---*--- ----- -------------------------------------- - ------L------------------ —"J — Eiv v v v v vIo IIIOFFICE 3 I I I I I BLDG."A"10,826 SF. FIRE WALL BLDG."A"11,574 S .I __I I I I --� I I I I I I ,.III Fq L 510'-0x I � ` I I , I \ - - I , ItAI --- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --- -- ---- -- -- -- — -- -- -- -- BLDG.,B„ 1 ---- ---- ---- -_--- -_--- -_-- -_-- --_-- --_-- - --------- CA --_-- --_-- ----- ---- --- --- --- ---- ---- ---- ---- ---- ---- ---- ---- - -- --� r--- --- ---- ---- ---- ---- ---- ---- -; ---i- __ ____ ____ ____ ____ _ _ _ _ _ _ ____ ____ ____ CANOPY,�=x==== - FUTURE SEMI-HEATED r I e '---= 530'-0" �: PHASE II — — BLDG.I'D"7,800 SF. WALL BLDG."D"8110 SFI - ---- O �i — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -IMP" ) r - - - - - - - - - � — O •� \ o$ � MANIFOLD -------------------------------------------------------------------- g -- -- - " — - ------------------- ———————————— SITE PLAN--- — —.� ---------------------- �, ze,o, Title I SITE A1.0 SCALE=1:30 L2�O The inside turning radius along fire apparatus PLAN i access roadways shall be not less than 28 feet PHASE II (IFC Section D103.3) I Revisions 0 30 60 90 Marc Date Al 06-14-19 15 45 75 PARCEL DESCRIPTION (PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. 2911112 DATED JANUARY 29,2018 AT 1:40 P.M.) DATE:06-03-19 37052700700800 SCALE=1:30 PARCEL NO. 2, CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT FILE NO. Z06-015—BLA, RECORDED UNDER RECORDING NO.200606055267, RECORDS LICENSE STAMP: OF SNOHOMISH COUNTY, WASHINGTON, BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON. In REGISMREG w.scxROEDER STATE orwnsxlxcrox Sheet A1 . 0 PETER SCFROEDER ARCHITECTS I I ♦ I I 3838 48ih Avenue NE 1 Seattle Washington,98105 (206) -9 5 4 - 0442 psaaia@comcast.net 4—® .-- g. oore 5 '-0" I I as r II 20 NEW EASEMNET esign I - __J Issociates �® — --- — -- --- ------- --- — ———— -- -- L -- ——— —————————— —"— 15504 SE 18th Street Bellevue, WA 98007 ,�,o ,�,0 (425) 941 - 1040 gmooredesign@comcast.net 1 L 1 SELF STORAGE DESIGN _ e e e e e e e e 1 s �' 3 OFFICE � R 3 3 I ICI � a " I I L t A L g 3 " ��j L F E. F E' BLDG."A"10,826 SF. E FIRE WALL F e. BLDG. tl 1,474 Sj. F E. IP I 122'-10" 120'-0" 120'-0" "20'-6 80'-0" 80'-0.. 80'-0" 80.4. 800'1 " 80'-0" I ' I 3 - I I '- --- --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- L-- --I r--- ---- ---- - - - - -- - --O -- I I a r O I I II , it � 1 � r-- --- --- ---- ---- ---- ---- ---- ---- ---- ---- o ---- ---- ® 1. rt- --- ---- ---- ---- ---- ---- ---- ---- ---- --- --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- --- ---- ---- - -- ---- ---- ---- ---- ---- ---- ---- ____ =im c N II - --- --- --- --- --- --- --- ---- ---- ---- ---- ---- ---- --- --- --- --- --- �- --- ---- ---- ---- ---- ---- --- -- -- --- --- --- --- --- ---- ---- - -, 1 1 I� , 1 1 N --- —_--- --_—_—_ —_—_—__--- —_—_— —_— —__-- ____— — --_ ............. ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ___ ___ ____ ____ ____ ____ ____ ____ _L__x___1 �___ _--- --__ m - -- ---- -- - - ---- - - -- - ---- -- - ---- --- ---- --- -- ---- -- - - ---- - - -- - ---- -- - ---- --- --- -- t-- --t- --- -- -------_----_-_- ----- -- - ' 3 BLDG. B ---- ---- ---- ---- ---- - ---- ---- ---- ---- ----0 - --- --CANOPY„C„ --- -- ---- ---- ---- ---- --O --- ---- -- --# --I- -0---- ---- ---- ---- -0---- ---- ' tA I FUTURE Q (� BLDG."D"181100 SFI. PHASE II BLDG."D"7,800 S FIRE WALL F. 1 I I 1 li rr--CCCTTT---��1 m,o=m,o --(I! }m�m mm=m, o E" �� — — — — — — — — — — — LOIF Z_ F.E. �/ T , t-+ M O N a III ;,III I `� •.< .ta I i i 1 i i :� 4 —II1j�—� ----------------------------------------------------------- — — — FIXTURE SCHEDULE Fixture DescnPtion KeyMenuFacWrer Finish/Color Catalo# Aaessodes/Comments POLE//////�� (a}PARKINGE ® RAS BRONZE RWLED2T50SF/PCS VERIFY W/OWNER. I Title SITE LIGHTING PLAN POLE 0 RAS BRONZE PS4-11-15D2 VERIFY W/OWNER. WALL PACK 0 RAS BRONZE BRISK40/PCU SEE DETAIL 51A3.2 1 SITE A1.1 SCALE=1:30 "TYPICALSPACINGIS1O.C.OPPOSITESIDE.THISISDEPENDANTONTHETYPEOFFIXTURE, LIGHTING 1TII VG MOUNTING HEIGHT,BUILDING LAY-OUT AND OBSTACLES SUCH AS DOWN SPOUTS. OWNER SHOULD CONSULT ELECTRICAL CONTRACTOR OR SUPPLIER. �� THEY SHOULD SUPPLY A LIGHTING DIAGRAM OR LUMINAIRE PLAN THAT DEMONSTRATES THE THE NUMBER OF FOOT CANDLES AT GRADE.IT MUST MEET ALL LOCAL CODES.ALL LIGHTS TO BE'DARK SKY'COMPIANT. F.E.TYPE 5LB ABC PORTABLE FIRE EXTINGUISHERS WI RECESSED NON CORROSIVE CABINETS SHALL BE Revisions MOUNTED ON INTERIOR PARTITION WALLS ONLY. Mark Date MOUNT AND SPACE AD PER SECTION 906 2012 IBC& 2012 IFC.75'MAX TRAVEL DISTANCE TO EXTINGUISHER.MAX MOUNTING HEIGHT MAY NOT EXCEED 48'TO OPERABLE PARTS. MAY EXTEND A MAXIMUM OF 4'INTO EGRESS PATH. SECTIONS 1003.3.1 THROUGH ID03.3.4. DATE:06-03-19 SCALE=1:30 LICENSE STAMP: .In REGISTERED PETER—CH STATEOFWA9HINOTOR Sheet Al . 1 SEE STRUCTURAL 11 A2.0 • 5 5 5 MATCH LINE • m-0• sBo'o• 7a10 71x10 7LY10 7vY10 - 2 s 3 11 10x10 ioxio ioxio 10x10 ioxio 10x10 10x10 ioxio ioxio 10x10 ioxio ioxio ioxio ioxio ioxio ioxio ioxio 10x10 iaxio ioxio ioxio 10x10 ioxio ioxio iaxio EM.FILLER PANEL SIDE CHANNEL y' --------- --'- O ihr FIREWALL. MANIFOLD j Os USFIREwPLL. PETER BCFROEDER ARCHIIECfS SMOOTH FACE SOLIDER COURSE Sx5 Sx5 6 Sus A I A ioxio 6 1 0 10x10 10x10 10x10 10x10 10MID 1000 10xl0 10x10 3838 48ih Avenue NE u.1 "v a CURTAMPnNEL PROVIDED SYDOORVERNDER.• V ' Sxs 56 0 >< 6 5'S Seattle Washin ton,9BiD5 SEE ELEVAr&N F RCOLORS. o B'.� �, N N �, o FO 9 0 0 0 0 0 0 0 0 o x o E%T.FILER PANEL BOTTOM CHANNEL. ------------------ ryry N ryry 4' PROVIDED BY DOORVFRNDER' OFFICE O W o S 8 ® S (2 O 6) -954 - 0442 6 fi 0psaaia@comcast.net CMU PIERBEYOND. NIS 6` 8` GUIDESTERJANB w126GADOORCURTNN. L z 3 " 1000 ioxio ioxio 10AI) ioxio 10x10 "' "' " "' "' "' " "' "' "' " "' "' 10x10 1000 10%10 SEE ELE 1011S FOR COLORS. - s.-0. a 0 3' ° oore 'MTL ON.SPOUT. BEYOND. 5'-B" 9'8' 3'-0' 8'' 8'd' @-0' 8'F 8'd' S8' @-0' 8'F 8'd' S8' B'-0' 8' 8'd' F8' 6'-0' 8'F 8'W 68 6'-0' 8'F 8'd" 88 B'-0' 8'-S. 8'd' F8' 6'-0' Sir S, OLLLP DOOR 1'-0' 1'-0" 1'd' 1'-0' 1'-0" 1'd' Ttl 1'd' 1'd' ,'-0' ,'-0" 1'd' 1'd' ,'-0' ,'-0" ,'-0' 1'd' ,'-0' ,'-0" 1'd' 1'd' ,'-0' ,'-0" ,'-0' 1'd' ,'-0' 1.1. 1'd' 1 eSlgn WI DOOR TRACK z wIE SPLIT FACE CMU PIER BEYONG 11 FLDD�ROFF CE ®, Us 4 40'S 40'-0 0-0 40'-0 tl-0' ssociates rvISNUl END. D � BLDG."A''WEST PLAN � DG DB DB 15504 SE 18th Street AucLE v4u Az.o SCALE I/i6'=1'-0" Bellevue, WA 98007 FIRST 11" C FACE CMU PIER FIRST COURSE MATCH LINE 5 5 5 (425) 941 - 1040 OI SLAB. SLOPE 112 MAY gmooredesign@com�st.net ASPHALTDRrv6 SELF STORAGE DESIGN sEECrva. 11 (lD 10 10A0 10A 10x10 10x10 ioxio ioxio 10x10 10x10 ioxio ioxio ioxio 10x10 ioxio ioxio ioxio 10x10 ioxio ioxio ioxio 10x10 ioxio ioxio ioxio 10x10 ioxio ioxio ioxio 10x10 • I ihr FIREWALL. 66IL6 E. 10x10 ioxio 10x10 10M0 100 ioxio 4 ioxio 10x1D 1ox10 10x10 10x10 lox10RIB POLYSTYRENE INSULSEE CNIL NE. 1 TION ROLL-UP DOOR s` s•@ O iaxio ioxio " " " " " " " " " " " " " " " " ioxio ioxio NC.SLAB. • 8' ' • �$• R-0' BS• 81-08�$" R-0' SS• 8' 8'8' R-0' 88 88 88 4E 88 88 1-088 8'E 1-088 ,.SCALE3/4"=l'-O" ROLL-UP DOOR ANGLE®/5 O 8'8' 8'8' S'-0' SLOPE 1:12 MAx -0' d' /O'-0" wIE 1 40'-0" 1 3tl-0' 40'-0' 40'-0' d0'-0' 1 40'-0' d0' 1 t °G. °G. z BLDG."A"EAST PLAN°G DG. °G DS. 71m Az.O SCALE 1/8"=1'-0" 12 .1 AD,p PLAN @ROLL-UP DOOR&CMU PIER TGx°NE SCALE 3/4"=1'-0" G ROLL-UP DOOR. 0 12 ROOF INSULATION SEE 12IA2.0 " -- 2 `a II � BLDG."A"SOUTH ELEVATION � = H L A2.0 o Y SCALE 1/i6"=1'-0" GIN L 0 um I m MATcx LwB if BLDG."A"SECTION SEE STRUCTURAL. amalml- §°a Az.D SCALE 1/8"=1'-0^ R10 POLYSTYRENE INSUL. O •— .IN BLDG."A"SOUTH ELEVATION _ J A2.0 SCALEI/16"=1'-0" I(�y S.S.GALV.ROOF PANEL PER STRUCT. 12 z 1"THERMAL BLOCK TOP OF PURLINS u� R-13 BATT INSULATION ON TOP OF 1"RIGID THERMAL BLOCK 0 1171 ----- --------- HIGH EAVE TRIM ASSEMBLY.SEE -- _ STRUCT.FOR ATTACHMENTS j" �5� BLDG."A"NORTH ELEVATION Title LOW EAVE GUTTER ASSEMBLY --------------------------- s Az.D SCALE I/16"=T-0" __________ _ _I----------- ------- III VINYL VAPOR BACKING FOR ROOF 4"DOWNSPOUT.COLOR TO INSULATION SHALL BE TAPED TO SAME FROM BLDG. A MATCH SIDING DRAG STRUT PER STRUCTL WALL INSULATION AT THE TOP INTERIOR (WHERE APPL.) CORNER OF ALL WALL-ROOF CONDITIONS 8"PURLINS w/8"R-25 BATT BETWEEN wl EXTERIOR METAL SIDING wl VAPOR BARRIER FACING INTERIOR,HELD EXTERIOR METAL VAPOR BARRIERV.STRAPS UP WITH GAL SIDING w/VAPOR INTERIOR METAL PANEL SYSTEM BARRIER. Revisions MTL STUD FRAMING PER STRUCTL VEIN, Dolts OPTIONAL R19 BATT INSULATION ! — � BLDG."A"NORTH ELEVATION AT.O SCALE I/18"=1'-0" S ry 12 TYP.ROOF INSULATION A2.0 SCALE:1"=1'-0" DATE:06-03-19 za;mn.s.uD. SCALE=1/16"=V-0" ULL—`` — � — — � LICENSE STAMP: El.RIGID FULLL RPANEL. FULL HIGGH urvERPANEL. HEG FULL HEIGHT' LINER PAnii.�GMA As FNo EC,AT INSUL RtB wx[N ExPOBEO TO PUBLC. wxERIONR 1ED1DINIC C. SMOOTH FINISH. 10 RIGID INSULATIONQ AS RED. MJ9 NlMDTHSASlOG nBNR"E"�NE XTER OR MTL BDNG PUNT. ' 3901 REGISTERED w117�MCOxr.FRONFOOTINGO"C DESIGxxO.usoaED AS RED L ARCHRECT MTL FANFL. .SIDING SEE ELEV'S. s�.GM wr a'a O�C.nwc PROtnDE ea LAPe. VSIx WIDTHBASINDICATEO TIrvsUL TOPUBLIC, SMOOTH FINISH. WIIX)s ODNTD CRLSNEINFOROED INSUL INSUL R2I BAT INSUL PAINT `4 W(J T' 1Q AS REA Al GA TOPOLOONDINEAlAS RE I rz� PETER W.SCHROEOER D'ALL N DEAB LAPS pyyALL MTL STUD. STATEOFWASHINGTON Kx RLx SEE STRUCTURE DRAWINGS 16'OR 24"O.C. " a RELO RAvnxG"5 s xGs Wcs FOR DETAILS. AS PER STRUCT. r$ FORDETNLB FJRDEFM9 FOR DETA LS. 1'SUBGIRTPERSTRUCTL e e Y JT sFEsmuCTUREORAwiNGSFGROETA smuCTUREORANNGS FGR DETA „ Sheet CMU.WALL CMU.INSULATED MTL.ihr.TYP.sEF MTL.ihr.TYP. MTL.N.R.TYP. MTL.N.R.TYP. MTL.N.R.TYP. MTL.N.R.TYP. BLDG."A"EAST ELEVATION BLDG."A"WEST ELEVATION OUTSIDE 'lO INSIDE OUTSIDE<2 INSIDE INSIDE O INSIDE INSIDE qO INSIDE T A2 . 0 INSIDE OOUTSIDE INSIDE OINSIDE INSIDE O7 OUTSIDE INSIDE Og INSIDE Az.o SCALE I/i6"=1'-0" Az.D SCALE I/i6"=1'-0' WALL TYPES ------------- 7 • • uRxA E r - I I' 7 I 10x10 10x1 Q MER SCHROEDER ARCHREM ♦ I -------------------+- 3838 48th Avenue NE $ ' Seattle Washington,98105 HAIF WALLd4 A.F.P. 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G�w SOUND BAT INSUL R,a WHENE OSED TO PUBLIC WHEN ExpoIIDTO PUBLc SMOOTH FINISH. tORIGID INSUUTION� AS BED, GBO gEGISTERED rus ry LWDmsAs ro cAreD As RED ER oR MTL s D ND PANT. 1 wi 17iDPUS CROxT NEFOgm�E lxMxcUR� DESIGN NO 0.5 FA NT RED L E� AACHIIECT MTL.SIDING SEE ELEVS. ."•GWB wl d•voNU FR.avIDEealAss. usIx WDTxs AS NDICATED TlnsuL TO Puquc. SMOOTH FINISH. s1RLCNPAL "IIQIS�xUi DaaNLFUonxc QED �' � � 1 AS REO. UE� MS REO UL. R2I BAT INSUL.� PAINT PETERWSCHROEDER INGTON OE4E P.ULTMUL RMxD .UV's AS REO. OF UD WPLL MTL.STUD. TGENGNSIDE R.N Rux. 111*A1STUD SEE STRUCTURE DRAWINGS i6'OR 24'O.C. EIELD VERIFv. MYANGS S NCS INGS FOR DETAILS. AS PER STRUCT. WRDETNL°. FORDEFPILS. FDR DETAILS. 1'SUBGIRT PER STRUCT'L Sheet CMU.WALL CMU.INSULATED sEEslHucIUREDRALxxcs FOR DETAIMTL.ihr.TYP.sEEslHucIUREDRgLxxcs FOR ND DETAILsMTL.1hr.TYP. MTL.N.R.TYP. MTL.N.R.TYP. MTL.N.R.TYP. MTL.N.R.TYP. 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O DARK RONZE O GUTTERS,DOWN SPOUTS&TRIM O 1 1 3 McELROY DARK BRONZE C.M.U.SPLIT N N O BURNT FACE. 0 T ORANGE METAL SOFFIT O -- -- - --- - - - DARK BRONZE iv cV iV 5 ISO ROLL-UP DOOR 650 - B o� - B 650 SERIES.SILHOUETTE GRAY •_. A A 6 METAL SALES ROOF,MAGNA-LOC O - � - GALVALUME L s BL53 DG. "B'r SECTION' BLDG "B'"SOUTH ELEVATION �� BLDG. "B'"NORTH ELEVATION O MCELROGNEM TA SEE STRUCTURAL. CHAMPAGNE MATALIC A3.o SCALE 1/8"=1'-0" A3.o SCALE 1/8"=V-0" A3.o SCALE 1/8"=1'4' NOTE:ALL CMU TO BE DRY BLOCK NOTE:NO SAW CUT METAL TO BE EXPOSED TO WEATHER. ail .s - Q 5 "!` 9 iq Title BLDG. "B" EAST ELEVATION BLDG. B 3.o SCALE'/8"=1%0" Revisions Mark Dale 8 FULL HEIGHT' FULL HEIGHT' Rto RIGIDND R PANEL DALVALUMELINER PANEL. �e GWBw SOUND BAT INSUL DATE:O6-03-19 RtB WHEN EXPPSED TO PUBLIC. WHEN exaOBEDTO PUBLIC. SMOOTH FINISH. 10 RIGIOINSULATION AS RED. NAL.....lWOUN-IDT SAS IND�cA,m PF, sH AS RED XrERIOR Nn.sIDINc PaNT. 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Ds. gmooredesign@comcast.net CANOPY"C" WEST PLAN SELF STORAGE DESIGN Ad.G SCALE 1/18"=1'-0" SEE STRUCT.FOR DIMS. 519V Ds. os. Ds. Ds. os. MATCH LINE _ ®________ _______ _ _______ __ _-_-_ ------- ---- --- - ------- ------- ---- - ------ -------- ____--- -------- ------- ------ ------- --- ------- ------- ----- -------- ----- ----_-__-__-__-- --IIIIi r� sO ----- ----- ------- ------- ----- -------- --------- ------ -------- --------- ------- ----- ----- -------- ------- ------- ----- ------ -------- ------ --- _______ ________ _______ _________ ______ ________ ________ ________- _maO _ _ ________ ________ ________ ______ _______ ________ ________ ______ ______ ________ ________ _____ __ ________ _______ ________ _______ ______ ________ ________ ________ ________ ________ ________ ________ ________ ________ ______ ___ e _ _ _ ILA_ ______ ________ ________ _______ ________ ________ ________ _______ ________ _______ ________ ________ ________ _______ ________ ________ ________ ,i _ O _ -------- -------- --------- -------- -------- -------- -- -------- -------\�__ - --_ ____7_ ---- _------- _ --- _ --- --- ------ __--- -- - __---___ _ - --------------------------------------------------- ---- --------- ------------- _ _______--- __ ------- _____ -------- _______ ______ c' tlP`E os. os. os. os. os. w CANOPY"C"EAST PLAN A4.D SCALE 1/t6"=1'-0" SEE STRUCT.FOR DIMS. O O • CONDENSATION BLANKET METAL SALES ROOF,MAGNA-LOC F--�-1 MUA-UME R/ F,MAG CONDENSATION CONTROL GUTTER&DN.SPOUT. GUTTER&DN.SPOUT. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I I I I I I I I I I I I I Title I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4 CANOPY LJ CMU COLORS&FINISH METAL COLORS&FINISH C.M.U.SPLIT FACE. McELROY T5 PANEL. Revisions �1 TYP.SECTION THRU CANOPY"C" A CHARCOAL O CHARCOAL MR,k Data McELROY T5 PANEL. Aa.O SCALE:1/8'=1'-0" C.M.U.GROUND FACE. 2 DARK BRONZE 3 O NATURAL _ OGUTTERS,DOWN SPOUTS&TRIM GUTTER&DN.SPOUT. cu—R&DN.SPOUT. McELROY DARK BRONZE ��n C C.M.U.SPLIT FACE. BURNT ORANGE O METAL SOFFIT DARK BRONZE DATE:06-03-19 1 O JANUS"ROLL-UP DOOR 650 SCALE:AS NOTED 650 SERIES.SILHOUETTE GRAY LICENSE STAMP: 6 METAL SALES ROOF,MAGNA-LOC `v GALVALUME riot REGISMRED D O7 McELROY EMI-1653 CHAMPAGNE MATALIC PETER—ROEDER UATEGrwasK_N NOTE:ALL CMU TO BE DRY BLOCK NOTE:NO SAW CUT METAL TO BE EXPOSED TO WEATHER. Sheet EAST ELEVATION CANOPY"C" A4 . 0 A4.0 SCALE:1/8"=1'-0" 11 14 1 1d 1-0 1-0 1-0 1d 1-0 1-0 1-0 1 d' 14 1-0 1-0 114. 14 1-0 1-0 1d id 14 1-0 1 d 1-0 1-0 1-0 ...V, id • 8" f7w, fw 8'd' BJ)' B'A' 0'% B'% 8'd' B'd' B'% 8'A' Bd' B'A' 0'A" 0'd' 8' BJI • v 5%10 i § 5.10 PETER SCIROEDER ARCHITECTS 6 8 ♦ I v 5.10 3838 48ih Avenue NE 4 SAO 4 j Seattle Washington,98105 'v 10x10 IOx10 1000 10x10 6 10 IOx10 10x10 10x10 10x10 IOx10 10x10 10x10 10x10 IOx10 10x10 10x10 6 0x10 1ox10 BOILER 10x10 10x10 IOx10 10x10 10x10 10x10 10f10 10x10 (206) -9 5 4 - 0442 Sx10 p III psaaia@comcast.net 8'A' 0'% 8'A' BJt' 8'A' 1'd' 1'-0' 1'd' 1'd' ,•-0" 1'-0' 1'd' ,'d' ,'-0" 1'-0' 1'd' ,'d' ,'-0" 1'd' wE oore R6. R6. BLDG."D"WEST PLAN �y R6 esign A5.0 S'ALE I/16"=1'-0" ssociates 15504 SE 18th Street Bellevue, WA 98007 (425) 941 - 1040 gmooredesign@comcast.net S jw SELF STORAGE DESIGN �s1 BLDG."D"SOUTH ELEVATION AS.o SCALE 1/16" uN� 1'-0" 1'4 j 1, 1'4' 1 'd 1'-0" 1'd' 1'd' 1'-0" 1'd' 1'd' 1'-0" 1'd' 1'd' 1'-0" 1'd' 114. 1'4" 1 1'-0" 1'd' 114' 1'4" 1'-0" 1'-0• 1 0'd' 8"• Bd' d d d I i 5x10 I44, W Sx10 v ^„ N , 6 („ N N N 6 N ZA 6 5x10 v 1 r ■��n 8 MANI LD 5x10 Y 5%10 5 10x10 10�10 10x10 10x10 10x10 10x10 6 x10 10x10 10x10 10x10 10x10 5x10 v �� 1'-0- IIIIA wlE DE. Ds. D5. DE. O5. D5. A�BLDG. .D"EAST PLAN 5.0 SCALE 1/16"=1'-0" I�l E�w yr BLDG."D"SOUTH ELEVATION `� ■I� AS.o SCALEI/i6" O •� IS — — Q BLDG."ID"NORTH ELEVATION WIE As.D SCALE 1/16"=1'-0" I Title ME BLDG.,'D'NORTH ELEVATION BLDG. "D° A5.o SCALE 1/16.=1'-0" Revisions MRAc Dare CMU COLORS&FINISH METAL COLORS&FINISH OC.M.U.SPLIT FACE. O McELROY T5 PANEL. DATE:06-03-19 CHARCOAL CHARCOAL I, 8"I. IL,661L, IL,661L, �L661L, ROOF INSULATION O MCELROY T5 PANEL. SEE DETAIL 12/A2.0 ROLL-UP DOOR. C.M.U.GROUND FACE. 2 anwuuME LINER anrvE� LmsR Ra�EE. SCALE=1/16"=1'-0" 12 B DARK BRONZE wNEN ExFosso,o Fusuc wttEry ExPoseo,o Pusuc �1/zONATURAL �N�FlOLEosTF� uL .ERIORM.L.N�ONo. LICENSE STAMP: ' OGUTTERS,DOWN SPOUTS&TRIM a(i).o"r�FRaMFcon AS REn:"s McELROY DARK BRONZE ®4.mo°c.rwn".x'�F°rso'Dv"E.r BSAWHris WHEN Ex"ossoro wsE c. k-TPER GISTERED nfl �rz( C.M.U.SPLIT FACE. Es,asc,"w,�. - 0e No.L12s sn, uLBURNT ORANGE METAL SOFFIT a.ERmS��NNRow,wE.xcw. ' rvsOIL DESI'G-N`Nt.. DARK BRONZE oSSISN No.um4 oREo RLry FOROETA�siii 1p NNNINO` s FoxoETUEs "cs s Fo6oE.N�enoso NROEOER,y 'JANUS"ROLL-UP DOOR 650 NN—N O 650 SERIES.SILHOUETTE GRAY FA°oN omos so orwA"'Ii.ioMTnE BLDG."D"EAST ELEVATION BLDG."D"WEST ELEVATION '" 6 METAL SALES ROOF,MAGNA-LOC CMU.WALL SEEFRuauRE OR w"as ros oETA�MTL 1hr.TYP. MTL.N.R.TYP. MTL.N.R.TYP. Sheet A5.0 SCALE 1,16" 1'-0" As.6 SCALE 1/16"=1'-0" O GALVALUME OUTSIDE O INSIDE INSIDE<q INSIDE INSIDE OOUTSIDE INSIDE O INSIDE `-- � SEE STRUCTURAL. McELROY EM1-1653 R10 POLYSTYRENE INSUL. O CHAMPAGNE MATALIC WALL TYPES A5 . 0 6 BLDG."D"SECTION As.D SCALE 1/S" NOTE:ALL CMU TO BE DRY BLOCK NOTE:NO SAW CUT METAL TO BE EXPOSED TO WEATHER. 10'-0" RESTROOM ELEVATION KEYNOTES • • ACCESSIBILITY ACCESS DETAILS O 6"CERAMIC TILE BASE.TO MATCH FLOOR. OGRAB BAR OTOILET PAPER HOLDER PAPER TOWEL VERTICAL O u O 36"HX 24"W MIRROR,VERIFY SIZE WITH OWNER PETER SCHLOEDER ARCHITECTS DISPENSER GRAB BAR ® _ O 4 SURFACE MOUNTED LIGHT FIXTURE 0 IA6 B SEE OWNER SPEC 3838 46ih Avenue NE / C OB HAND DRYER SEE OWNER SPEC. Seattle Washington,98105 2 HORIZONTAL (206) -954 - 0442 UIVATORY GRAB BAR O SOAP DISPENSER psaaia@comcast.net FLUSH VALVE URINAL TOILET PAPER O8 LAVORATORY SEE OWNER SPEC. LOCATED TO i HOLDER O P-LAM.WINSCOT 4'-0'AFF WIDE SIDE OF STALL Dore Y gn 0 10 TOILET SEE OWNER SPEC. .� INSULATE m FINISH 0 11 INSULATED DRAIN PIPE I .. " IHOT WATER ee = &DRAIN PIPES ----k FLOOR L' I SURFACE MOUNTED COMBINATION LIGHT/ C7_7 "' _,� UNI-SEX TOILET ROOM 12 EXHAUST FAN/HEATER CENTER IN ROOM ssociates __________ m _________________ ______________________ _ _--- -------------- ------ ----------- ------------------- - A6.0 SCALE 13 VANITY SEE OWNER SPEC. 15504 SE 18th Street 14 FULL LENGTH MIRROR OWNER SPEC. Bellevue, WA 98007 SEE OWNER SPEC.FOR ALL FINISHES AND FIXTURE SPEC. (425) 941 - 1040 12 72 gmooredesign@comcast.net NTS' FIXTURES ACCESORIES 5 SELF STORAGE DESIGN 4 8 g 7 9 8 „ TO LET ROOM NOTES. 4 ' RI6E A SD'DIA.CIRCLE W/Iry THE SANITARY FACILITY ROOM. FLUSH VALVE SHALL fiE oN WIDE"HEOF TOIL ET AREA 1P 4. 5 LD NIAA%RFORC EDTOO OPERATEHVALVEO INS Vail 5. SEE ACCESSORIES DETAIL FOR HEIGHTS OF GRAB EARS AND ACCESSORIES, CLEAR, LEVEL N Q pr N i7 cP - R 77 Sw FLOOR SPACE — F 24" MIN. D TB" 2.D„ \ 11 EXT. DOOR w a IN�N� 18 MIN. z A UNI-SEX TOILET RM. UNI-SEX TOILET RM. MIN - $ s• INT. DOORS m A6 INTERIOR ELEVATION AB B INTERIOR ELEVATION f ■� y SCALE:1/4"=1'-0' SCALE:1/4"=1' r WcM6sw PULL SIDE TCLFAR ? Y dY SAR �u9CR F T TO i IOIIET PAPER pISPENYR —— 72 H 4 PUSH SIDE 12 12 rn •� - caw.cLEAre� Ip c r�w s' III own ttILET s � V, ---J s z --------------I� 12 ri V PLAN SIDE ELEVATION B FRONT APPROACH T� 5 �� VL CLEAR, LEVEL w o g oq 3 a w FLOOR SPACE � � , , ,z• Nw 2 NTS LAVATORY_CLEARANCE 3 NTS TOILET_STALL_CLEARANCE II UNI-SEX TOILET RM. UNI-SEX TOILET RM. 36" INTERIOR ELEVATION INTERIOR ELEVATION MIN. /Ae. ° /A6. ■'■■� SCALE:1/4"=1'-0" SCALE:114"=1'-0" ADA ROOM AREA FOR ACCESSIBLE AREA FOR ACCESSIBLE C 12 IDENTIFICATION SIGN HARDWARE HARDWARE PULL SIDE /,� E%IT SIGN /� -- ------ -- SEEDETAIL l A!� SEE DETAIL U J� \ PUSH SIDE ■ 74 O •- A 9 L L J o vA6 B STRIKE SIDE J STRIKE SIDE o m OF DOOR OF DOOR - 0 / ° J / 70'KICKPLATE 70'KICIQ'LATE $ PUSH SIDE OF PUSH SIDE OF HINGE SIDE APPROACH DOOR DOOR TYP UBLIC RESTROOM DOOR SIGNS TYP EXIT DOOR CLEAR LEVEL�F 1 FLOOR SPACE 2 2nd FLOOR OFFICE TOILET ROOM CORR7LEnrrERS/NUMBERALS LE b= 0 /A INTERIOR ELEVATION L � A6.0 SCALE=1/4"=1'-0" -- Title PULL SIDE z ,2 PROVIDE ROOM IDENTIFICATION GIN SHALL BE DE RAISED •SHA PUSH SIDE 5 TOILET DOD R.LET SHALL AND NUMBERS ON SIGN SHALL BE RAISED S SHALL BE RAISED 1132' pq' 7132"MIN.SHALL BE 510"HIGH AND SHALL BE 4 UPPER CCOMPANEDWITH SERIF TYPE&SHALL BE MIN A SAN-SERIF UPPERCASE CHARACTERS ACCOMANIED BY III I GRADE 2 BRAILLE. ACCOMPANIED WITH GRADE II BRAILLE. ROOMS RAISEDCHARACTERS SHALLBEATLEASTIO'HIGH,BUT L_____J NO HIGHER THAN 2" 9 / LITERARY BRAILLE STANDARD DIMENSIONS: 13 B DOTDIAM. .059INCHES LATCH SIDE APPROACH INTERIOR DOT SPACING.090INCHES 4 48 IF DOOR IS EQUIPPED WITH 10 Revisions UNISEX GRADE 2 BRAILLE HORIZSEPARATION .2411NCHES BOTH A LATCH AND A CLOSER, Mash Dale O" BETWEEN CELLS (DCCESSIBILITY SIGN DETAIL BEW SEPARATION .3951NCHES BETWEEN CELLS 1 O EXIST SIGN DETAIL INTERIOR ELEVATION /A6. B SCALE:1/4"=1'-0" DATE:06-03-19 4 NTS ACCESSIBLE_DOOR_SIGN 5 NTS EXIT_SIGNAGE 6 NTS NOT-USED ,2 A INTERIOR ELEVATION SCALE=1/1-1=1'-0" A8. SCALE:1/4"=1'-0" SWITCH THERMOSTAT LICENSE STAMP: TMIN ® __� 99p1p=I GIGIEREO ® FGq R� LJ r PEE OE/1'Y4 COAT � I II®I RECEPTACLE4GTroN R DISPLAY CONDITIONS IL]m OUTLET --- mw`�LLlllJlll� a $ 3 Sheet = D CLR. 1 J �= D A6. 0 IMERNATONALSYMBOLOFACCESSIBMIY - p ---- -- --------- m---- ------- INTERIOR ELEVATION 7 NTS ACCESSIBILITY SYMBOL 8 NTS THRESHOLDITRANSITIONS 9 NTS MISC.-MOUNTING-HEIGHTS 101 NTS DOOR CLEARANCE MATCH LINE • • 0 I IT TJ'10 71x10 ® 10X10 10X10 10x10 10x10 10X10 10X10 1000 MAO 10X10 10X10 10Xia 10x10 10x10 IOX10 1OX10 t0x10 10TO IOX10 10x10 1OX10 10x10 1OX10 10x10 MAID 10x10 IOX10 10x1 u xnx HeD Le E �..F s 175'— E•— rt a 745'— T e SC ARCH_________ ___ "Y:i----......—........ .......—......... ..........—......... ........—........—.............. ..................---...................................................................................--..---........................................................---. rvve Descnlnlox MAlx use MouxnxG mnxuFAeruun FINISH/COlon MooeLnuMaen uMv wMexs voLTAGe wam comMexrs .E1Ct FROEDER 11EC: Sx5 Sx5 � Sr5 s. LED ARIP wars suRFACE nRP4aoeaou Im 39w EXIT 10x10 10x10 10X10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 3838 48th Avenue NE a' HAu RAB wmTE LED ss59 znv _ �B BATTERY BAc.UP90MINI 'NS I 5xs ° N 55 _ Seattle Washington,98105 4 LED STRIP94owEz s39Im n vwiELEc.sxonDRAwINGs __________ �, �, ❑ os ® IE•; E••T (206) -954 - 0442 4 LED STRIP9aou/NMs 53s1m n CLIENT TO VERVIFV RCP EXIT Sx5 BIB Sr5 Sr5 psaaia@comeast.net n 'xsz' cANDvv SURFACE HAB BRONZE vANLEwsms LED woslm nzv 74w wITH DccuPANcrsENsoR O o IS Is N N N N N s D3D m 10x10 10X10 10X10 IOX10 10%1a 10X10 IOX10 10110 o BGTTSURFACE RAU BRONZE zF26/El w D19/E 62-2 Yw/ELEC SHOP DRAW INEG P1 DLEDGHTS o DT BD BRDN2E BD D TBD 2„ BD BLDG."A"WEST RCP&EGRESS PLAN �ry wjE loore esign Fag F20/SO LE ssociates OIL a'PENDANHttIGNTG OFFICE SUEo Bellevue,D TED SE A Street Bellevue, WA 98007 TRACKTL LIGHTING—ATr OIFICE/RETAIL SURFACE LINONIA MATTE s MR35GU10 LED 21K DLL 3szlm MATCH LINE (425) 941 - 1040 ACCENTAL LIGHTS NCE/E%IT SURFACE BRONZE ssz3—B2 LEDwsOlm�211V 20w gmooredesign@comcast.net GNT/FAN M TnRoovls SURFACE SELF STORAGE DESIGN B"oTBs:BATHu T1110 PAO 10X10 10%10 10x10 10x10 10X10 10%10 10x10 10x10 10X10 10x10 10x10 iCfdO 10X10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10X10 10x10 10x10 10x10 10x10 10x10 10A0 10x10 SEE SHEET ALL SITE LIGHTING P— I IRPURP-11 CLPRITY SEE SHEETAT.O EGRESS PIANS FOR LOCATION OF IXRSIGNAGE. E .E 2.ALL LIGHTINGGONTROLLS SHALL COMPLY WI WSEC,SECTION CA05222. -- 150' 175' T B ' B............................................................................................................................. .' .......................................... 3.LOCAnONSOF2d/I NIGHT LIGHT LOGAnONSTB.D.BV ELECTRICAL CONTRACTOR.(BIDDER DESIGN) •---••• •••••••--•••••• ..................................................................... •••---••••••a.............. 4.SEE SHEET All FOR WPLL PACK LOCATIONS. Sx5N. -" - TYPIDALEPAGINCI—O.S.OPPOSITE SIDE.THIS IS DEPENDANTON THETYPE DF FIxIUNE, ip%ip 1p%10 1000 ip%ip ip%ip 1p%10 1000 ip%ip ip%ip ip%ip ip%ip 10%10 MOUNTING HEIGHT,BUILDING IAY-0UT AND OBSTACLES SUCH AS DOWN SPOUTS. Sx5 S Sx5 OWNERSIFOUIOCONSULTELECTRICALOONTRACTOR OR SUFFLIEN. �j $� THEY EYSXOULOFFOOTEAKELINGDLAAGE.ORLUTMEEEPLPNTXATDEMONSIRATESTXE Sx5 : u N OS OS THE NUMBER OF FOOT CANDLES AT GRADE.IT MUSTMEET PLL LOCALCODES. I E; �s 1 Is 10Sia 10x10 10),10 �/^ WIEBLDG.' EAST RCP&EGRESS PLAN C' AI.o SCALE1 =1'-0" ` ,1 v -------- -------- -------- -------- ________ _________ ________ ________ ___ ________ _________ ________ _______ _____ L__ ________ ________ ________ _________ ________ ________ ________ _________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ _______ _____ _____ _____ _____ _____ _____ _____ _____ ______ _____ _____ _____ _____ _____ _____ ________ _________ ________ ________ ________ _________ ________ ________ ________ _________ ________ ________ ________ ________ ________ ________ ________ ________ _________ ________ ________ ________ _________ ________ ________ ________ _________ ________ ________ ________ ________ ________ ________ ________ ________ _________ �I / 1 V E r_____ ________ ________ ________ ________ _______ ________ ________ ________ ________ ________ ________ _________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ \vA_________ ________ ________ ________ _________ ________ _ �_______ ________ ________ ________ ---- ______ ------ ------ ------- ------- ------ ------ ------ ------- ------ ------ ------ ------- ______ _____ IL _ ________ ________ ________ _________ _ _____ _________ ________ ________ ________ _____ I ______ ________ _______ _______ _________ ______� ________ ________ ________ ________ ________ ______� ________ ________ _______ _______ ________ _______ ________ ________ ________ _______ ________ ______� ________ ________ _______ ________ ________ ______� ________ ________ ________ _______ _______ ---- --- f w ______ ______ _________ ________ ________ ________ ________ _______ ______ ______ ______ ________ ________ ________ ________ _ ______ ______ ______ ______ ________ ________ ________ ________ ________ _______ ______ ______ ______ ________ ________ ________ ________ _______ ______ ______ ______ _______ 0 L_______ _________ ________ ________ ________ _________ ________ ________ ________ ________ ________ ________ ________ ________ _________ ________ ________ ________ _________ ________ ________ ________ _________ ________ ________ ________ ________ ______ ________ ________ _________ ______ ________ _________ ________ ________ ________ ________ ________ ________ ________ ________ _________ ________ ________ ________ ________ ________ ________ ________ _______ ______ _____ _____ _____ ______ _____ _____ ----- _____ _____ ----- _____ ----- _____ _____ _____ J r --------- -------- — ____ — _-_______ ________ ________ ---------_-------- -------- ________ --------- -- ---- _-------- --- --- — ____- ------ --- --RCP r. C , CAN "C" O SCALE 4-4-" A].o PREFERRED ED E TING LOCAnON: L L WPO MOUNTED IXITSIGN 'f —CERRMWI MS MOUM®CODE xEO'O HEIGHT WIWI G10 ORTOPOFBOX.—BOX. M TEO SSY MIRE WALL HEIGHT O.T'CHATEMTL. EXIT NO. gA MR.C'CHMJNEL. IF PRO R F MOUNTED TYRCORRIDOR TYR UNIT TYP.UNIIT ttP.UNIT MICENTER OF CORRIDOR, O GLOSSYWHITE MIN.E IS86'CONNECTION q GG "C'CHATOT 4-MAX IYP.CgiNOgt WI FLE%ISLE CONNECTION N OP BE OF CORRIDOR WPIL RECESSED FIRE FIRE EXTINGIR BOX TO CL'G ABOVE. as OS OS OS 08 OSGG C6 U ES—BOX (NON CORROSNE LY e:,a (NON CORROSME Y MATERIAL) z FJ o FIXTURE =gL!! MATERIPL) SPACING AS PER CODE. I I I I I SPACINGA$ SEE BILL A15 FIRE =0 PERCOGAABLE EXIING'RMWNTNGTOP yw HEIGHT 0 0 09 "J' WI PIG-TALE mVIEW TOFIX RE COR.— TRIE .....,.. r :: _ CORRIDOR LIGHT MOUNTING DETAIL FIRE EXTING R MOUNTING HEIGHT MOUNTING HEIGHTS MOUNTING HEIGHTS 4 BLDG."B"RCP RCP —I NTs SCALE.NTs scAL>=.uTs SCALE.xrs AT.O SCALE 1/a. NOTES: EGRESS EXIT PLANS ONE •EXIT SIGNAGE AND EMERGENCY EGRESS LIGHTING TO MEET IBC SECTIONS 1006,SECTION 1011.1.,&1011.3. Sx10 ELECTRICAL CONTRACTOR TO VERIFY ALL IBC AND Revisions 5x10 CITY OF ARLINGTON,WA REQUIREMENTS. Mark Date EGRE AS PER IBC 5x10 6 1006.3 5(1.)LIGHTING(2.),(3 ,(4.)&(5.)&1006.3.1. 1006.1, 5x10 os as as Os os as as as os as as as as as as as os as as as os Os as os Gs qs ELECTRICAL CONTRACTOR TO VERIFY ALL IBC AND CITY OF ARLINTON,WA REQUIREMENTS. 5X10 I F F 1000 10x10 111%10 10x10 10x10 10,10 10,10 10x10 10x10 10x10 10X10 1000 10x10 10x10 1OX10 1000 10x10 1N10 IOX10 10x1a 10x10 10X10 10X10 10x1a 1410 • 2015 IBC SECTION 1016 F _ BOILER 5x10 LONGEST PATH OF EGRESS ------------------u OCCUPANT LOADTABLE 1004.1.1.2& . EXIT ACCESS TRAVEL DISTANCE SECTION 1016 DATE:06-03-19 MINIMUM REQUIRED EGRESS WIDTH SECTION 1021.2&1024.5 BLDG."D"WEST PLAN �\ wIE EXIT ACCESS TRAVEL DISTANCE SHALL BE IN COMPLIANCE WITH SCALE=1/16"=1'-0" A2.o SCALE 1/8" 0" 20151BC SECTION 1016 TABLE 1016.2,S1 OCCUPANCY WITH AS -------------- AREA GROSSSQFT. OCCUPANT LOAD EGRESSWIDTH PEROCCUPANTSERVED PER WASC SECTION 903.3.1.1. MAX TRAVEL DISTANCE NOT TO LICENSE STAMP: TABLE 1004.1.1.2 TABLE 1005.1 EXCEED 200'. B GE 22400 SLIT. 22A.1100=45 45x0.2=9 USTTOROR AGE TYPE 5L6 ABC PORTABLE FIRE EXTINGUISHERS W/RECESSED 5901 REGISTERED EXIT ACCESS TRAVEL DISTANCE SHALL BE IN COMPLIANCE WITH 2012 IBC SECTION 1016 TABLE 1016.1,51 OCCUPANCY WITH E—CH LI E, NON CORROSIVE CABINETS SHALL BE MOUNTED ON INTERIOR FULLY AUTOMATIC SPRINKLER SYSTEM ASPER WASC SECTION 903.3.1.1.MAX TRAVEL DISTANCE NOT TO EXCEED 250'. PARTITION WALLS ONLY. MOUNT AND SPACE AD PER SECTION 500 906 2012 IBC&2012 IFC.75'MAX TRAVEL DISTANCE TO PETS R w.scHROEOER EGRESS LIGHTING FIXTURE SCHEDULE Sx10 EXTINGUISHER. MAX MOUNTING HEIGHT MAY NOT EXCEED 48" STATE orw s lNGrox TO OPERABLE PARTS. FNXRE DENEHP9Nn Kay MarukNxre, FI-ICNN, CMaIN,1 Ar�samiealCanmenla 5%10 MAY EXTEND A MAXIMUM OF 4"INTO EGRESS PATH. WALLMOUNT TYPESLBABEINERTABLE FIRE EXTINGUISHERS N U N N N N N N N N N N U U SECTIONS 1003.3.1 THROUGH 1003.3.4. Sheet as (S as OR OS oS as as OS CIS as 5%10 EXIT SIGN EXIT TED TBD TBD ASPER2012IBCSECTI041011 5%1a 1OX1a 1410 10,10 Iwo 10X1a 10X10 10X10 1OX10 1000 10,10 10x10 " " " "' `" `" `" `" `" A7 . 0 wIE � BLDG."D"EAST PLAN � A7o SCALE 1/8" STORE FRONT SCHEDULE NOTE: AILDVERI VERIFY OBEFACTORORPRIMED. GENERAL NOTES: 90; NOTE:FIELD VERIFY ALL OPENINGS BEFORE FABRICATION. DOOR SCHEDULE LLDM.DOORS S OPE FACTORY DOOR SWINGS Q Q &HARDWARE W/OWNER PRIOR TO ORDERING. INTERIOR ROLL UP DOORS MARK SIZE(WxH) LOCATION AREA #OF GROSS DESCRIPTION U SHGC REMARKS: MARK QUANTITY TYPE SIZE LABEL U OOR MATERIAL JAMB MATERIAL HARDWARE REMARKS UNITS AREA WIDTH X HEIGHT Interior Storage Doors&Hallways O 1'-8"z 3'-0" OFFICE 5 2 10 ALUM.STORE FRONT 0.35 0.40 CLEAR GLNING AZING LOCKSET W/APPROVED CLOSER. PROVIDED WEATHER PEIE2 SCHROEDER ARCHnEC'TS ANODIZED BRONZE FINISH O 3 SWING(1 LEAF) 3•-0"x 6'-8'• NR 0.37 DLLOW METAL HOLLOW METAL W/TRESHHOLD.VERIFY SECURITY STRIPPING&DOOR SWEEP 1.Product I W/OWNER.ALARM ALL EXTERIOR DOORS. @ ALL EXTERIOR DOORS. 1 EACH ALUM.STORE FRONT SLIDING WINDOW 3838 48ih Avenue NE 2 2a 9'-0"x 3'-0" OFFICE 27 HOP HAND 54 ANODIZED BRONZE FINISH 0.35 0.40 CLEAR GLAZING a.Curtain shall be Grade E(80,000#min. Seattle Washington,98105 LOCKSET W/APPROVED CLOSER. VERIFY DOOR DETAILS yield)galvanized,26 gauge steel. It shall be O 1 SWING(1 LEAF) 3'-0"x 6'-8" NR 0.37 LLOW METAL HOLLOW METAL W/TRESHHOLD.VERIFY SECURITY W/VENDER SPECS. (2 0 6) -9 54 - 0442 O 6'-0"x 6-6" OFFICE 33 2 66 ALUM.STOREFRONT 0.35 0.40 CLEAR W/OWNER.ALARM ALL EXTERIOR DOORS. deep roll formed and lock Seamed together psaaia@comcast.net ANODIZED BRONZE FINISH TEMPERED GLAZING. to make a continuous curtain to full door ALUM.STORE FRONT CLEAR LOCKSET W/APPROVED CLOSER. VERIFY DOOR DETAILS height. Curtain shall be protected With a x 5'-6" OFFICE 53 1 53 0.35 0.40 O 1 SWING(1 LEAF) T-0"x U-8" NR 0.37 OLLOW METAL HOLLOW METAL NO TRESHHOLD.PRIVACY LOCKS W/VENDER SPECS. 9 ANODIZED BRONZE FINISH TEMPERED GLAZING. @ TOILET ROOMS.VERIFY W/OWNER. vertical wear Strip at each drum wheel. oore ALUM.STORE FRONT CLEAR VERIFY SECURITY W/OWNER 5 6'-0..x 8'-8" OFFICE 52 2 104 ANODIZED BRONZE FINISH 0.35 0.40 TEMPERED GLAZING. VERIFY DOOR DETAILS b.Guide Assembly shall be 18 gauge 3 SWING 1 LEAF 4'-0"x T-0" NR 0.37 H LLOW METAL HOLLOW METAL LOCKSET W/APPROVED CLOSER. esig n O ( ) W/MAGNETIC HOILD OPEN W/VENDER SPECS. galvanized Steel with pre-punched holes for * ALUM.STORE FRONT CLEAR CONNECT TO FIRE ALARM TEMPERED RE-LITE the lock and anchors. Protection shall be 6 8'-8"z 8'-8" OFFICE 75 2 150 ANODIZED BRONZE FINISH 0.60 0.40 EMPERED GLAZING. Issociates provided to prevent steel to steel contact ALUM.STORE FRONT CLEAR 0.37 LOCKSET W/APPROVED CLOSER. G.C.TO PROVIDE ALL between curtain and uide. 07 3'-4"x 8'-8" OFFICE 30 2 60 0.35 0.40 5 3 SWING(1 LEAF) 3'-6"x 7'-0" 90 MIN. OLLOW METAL HOLLOW METAL VERIFY WITH OWNER. REQUIRED SIGNAGE. 9 15504 SE 18th Street ANODIZED BRONZE FINISH EMPERED GLAZING. Bellevue, WA 98007 ALUM.STORE FRONT CLEAR C.Bottom Bar extruded 6/8"painted Aluminum O8 8'-4"z 7'-2" OFFICE 60 1 60 0.60 0.40 VERIFY DOOR DETAILS With an 1 1 v X l 1/nt x 1/8" aimed steel (425) n@ - 1040 ANODIZED BRONZE FINISH TEMPERED GLAZING. O T.B.D. ROLL UP VARIES NR METAL METAL LATCH W/VENDER SPECS. p gmooredesign@comcast.net angle and a vinyl continuous tubular type ALUM.STORE FRONT SPANDRAL GLASS CYLINDER LOCKS weather strip. Assembly shall be lock to the SELF STORAGE DESIGN O 8'-8"z 4'-0" BLDG."B" 35 3 105 ANODIZED BRONZE FINISH 0.35 0.40 COLOR TBD. curtain. NOTE:ALL EGRESS EXIT DOORS SEE IBC SETIONS 1008.1.3.4,1008.1.8&1008.1.8.3.SEE TABLE 715.5.3 FOR ALLOWABE AREA OF GLAZING. * ALUM.STORE FRONTANODIZED BRONZE FINISH LOCKSET W/APPROVED CLOSER. d.Springs dOOfS 6-0"and less shall should W/TRESHHOLD.VERIFY SECURITY have"one"any door over 6'-0"should have W/OWNER.ALARM ALL OFFICE DOORS. 9'-0" "two" helical,oil tempered torsion springs. TO REMAIN UNLOCKED DURING 3•-0• Springs shall be engineered for long life and BUSSINESS HOURS. sa• easy door operation. EQ. 3'-4" EQ. e.Support Bracket is formed from 12 gauge B galvanized steel with pre-punched holes for \ \ spring alignment,guide attachment and spring adjustment with a deep drawn r,bushing for easy low friction fit with the door w 0 axle. Ll M L 11 M O 4 71 f.Paint Coating applied prior to roll forming „^ _ (1) (2) O VARIES. by the continuous roller Coating method. This includes brush pretreatment,prime CONNECTITOFREREOP RMMPERCODE. CONNECCTTOOFIREAPUAMASPERCODE. coat,and medium gloss top coat with •- s•-o• a'-e" polyester paint system. Color shall be AUTOMATICOWRCLOSER.VERIFY AUTOMATIC DOORCLOSER VFAIFY EQ. EQ. EQ. 3'-0• EQ. g•-q^ WISPRINKIERAIARMCONTRACT WISPRINKLERA RMOONi CT. Verified by owner. 8'-6" GROLn D EOU AME, G GA.M D aOLaAME, GROUTED SOLID GROUTED SOLID ItA EQ. EQ. 3'-0" EQ. EQ. J \ g.Locking device(Door Latch)shall be a two OPnONALBECTROeIC T CONIINO H \ CONTNUOU w part double plated 11 gauge steel. Locking ri V KEVPnn1=E1, «Teo-„a,D•oYb�u oYlswN may-„zN0•A� byHa�m device shall provide for use or removable OWNER. PEMKOaPomkaHl pbY v `o EMPE1EPemkoHinge NY TEMPERED GLASS - TEMPEREDGIAEE cylinder type lock mechanism. All latched bf VERIFYxLOOK KEYED LocK to be STAINLESS STEEL. STANDARD MANUPL / HOLLo WIOWNER / VERIFYWIOWNER DOORSTOPMOID OPEN V Ll 9 - HAICHOM IFNO HOLLOW METPl HOLLOWMETPL • MAGNETICHCIDOPEN. 4 DOORPPNEL 4 DOOR PANEL h.Inside Door Stop deep formed from 12 w 4 m 0 q m 4 m F gauge galvanized steel,with pre-punched \ ALUM.DIAMOND ALUM.DIAMOND ME q�-q• PLi.KICK PLATE q'-q�� R.T.KICK PLATE O holes for attachment to both guides. Sharp / O Poses SIDE sHSIDE 5 points not accepted. ''^^ OT OT OT OT OT 4 5 Pu V' i Lift Handles are made of galvanized steel with an easy grip and provision for a_ attachment of a 1/4"nylon rope with ,fr/1+fVl polypropylene core reinforcement and tied as a loop. 2.Execution Installation shall be exclusively by manufacturer's trained installers or by an experienced D/B crew. Installation shall be in strict accordance with manufacturer's printed instructions. 3.Optional Features a.Ball Bearing Brackets: Roll up doors larger than 8'-8"wide shall be provided with a self ball bearing securely welded to the door support bracket. Title b.Insulated Doors: Insulation to consist of DOOR & two layers of aluminum nylon film laminated to the outside of two layers of heavy duty WINDOW polyethylene air bubble cushioning. Material shall have an R value of 4. A rigid vinyl side and top draft stop seals against the S C H E D. insulation or door curtain and header. c.Kynar paint finish: Shall be supplied by a Revisions Kynar licensed paint applicator in strict MaN Date accordance with manufacturer's instruction. 0 06-14-19 Paint applicator to supply standard warranty to the Owner upon completion of the project. 5.ADA Compliance a.All Roll-Up Doors to meet code operating DATE:06-03-19 standards as per ANSI sections 4.13.1 thru SCALE=1/16"=1'-0" 4.13.11. &WAC section 309 operable Parts. Section 309.4 Operation. Operable parts LICENSE STAMP: shall be operable with one hand and shall not require tight grasping,pinching,or sM REGISTERED twisting of the wrist.The force required to ARCHRECT activate operable parts shall be 5 pounds (22.5 N)maximum. PETER W.SCHiIRI)ED R sheet A8 . 0 BLDG. "A" STORAGE BLDG. "A" STORAGE BLDG. 'ID" STORAGE BLDG. I'D" STORAGE 90; PETER SCHtOEDER ARCHITECTS ♦ I Project Summary •'•JI-SUM Component Perf• - Path, •• 1 ENVI Project ••J-SUM Component P- • - Path, •a 2015 WSaCCbrrplience Farts rq c¢rrteneel Buildings nclu=ing R2.AS,8 R4 oar 3 stories and all Rl n..�"a r.�L,b 2D15 MEG Coc-,e Fonns or Comn- IBudd,n lu d,n P2,R3,8 R4 over 3s tones and al.R 1 1e ere""z11r 2015 WSEC Conliance PIrmn for Cornrml Building,neludigR1 R3,8R4 over3-ir,and all If ...... ••"' 2015 Vv5EC Com liance Farrm for Commercial Builtlln ludin R2,R3,8R4over3smriesand all Ri _ - • 3838 48th Avenue NE p gs,nc g p gs inc g Searle Washington,98105 General Irdo ProiI TRIG: Royal Stiff Storage Bldg."A"Storage ale 4/....... Project Tull Royal Self Storage Site."A"Storage Date 0 412 9/2 019 Fonffal IllfO prokct gtla: Royal Self Storage Bldg.ro'Storage Wb 9 2'2019 Project Title: Royal Self Storage Bldg."D"Storage Dale 09/29/2019 TMs PfbJ SIAAIorm Rgeci]neat Pgtlress: 17011591h AVEhE Fa Buildnq�perarxvd Use For Builtln Department Use J-SU14lam ROclSlre°=Atltlrasa: 1T01159MAVENE Pon BUMIn90ePa�wM Us• Far Buildin Oa artrrent Use 2061 -954 - 0442 tlm 1 g Rpsetatr,c,u„tyzlp:Arlrt9mn,wnaez23CalculaHonAdjustments g p p @Rgect Cry cony.zp:FV irglo,,wA 9eznCalculation Ad ustmenls Saala COfTIC8St.11et Nl None MOeere None Applied RoadCiv Rep: Q More AT t'eIronRojct Oxner or lbP: Greg M1'oore 0.2a Mex.Ta t 30.0a a R°j°IX Fenestration Area..% bove- dewallarw 0.0a Max.Target 30.0% Juns.thnEl FenestrdtlOn Aredas%gross above-gradeW all area r9e. hesp%eC Juradicdon: grossa erap'msfi0abl¢k Skylight Area as%gross roof area gp: DloM Skylight gross roof Max.Target: 3.oa S h htAreaas% rarea Me..Target: 3.0a Dore Project Description New Constrocten andAddtiore Vertical Fenestration Alternates: None Selected on 64V-SUM Project Description New can-tion am Addd'am Vertical Fenestration Alternates: None Selected on ENV-SUM Sid.d.111h.AJgyMrcm (]New Building ❑likkilg Addition ElAccloon«Existing Envelop•Component Proposed IN Target ISwlrtall that•pplyro M. ❑J New Building ❑BWdhg Addltbn ❑Addition+BuI Envelope Component Proposed UA Target UA � esign pedpgII Cavty+C RanlDBI�U-factor Source&Table#z U-factor xAre (A) =UA(UxA U-factor xArell UA(Ux A) s<ppep(pro/at Cavity+Cl RarVlktae#(}factor Source&Table#' LLfactor xArea(A) =UA(UxA LLfactor xArea(A)=UA(Ux A) SNecfAtldaon+&iolirgo &reline Buikirg Rdrollt R= 0.027 SalrtAetlifron+Existinga &i,ting fiuidng Wtrolit R= 0.027 ssociates All, op /0e =< Albrw6'on+ExiaSrgilMe s s e atrg I Illbe ❑Alteration ❑Aterealn+egang ❑Charger,Space Con,fti R= Above Deck Insulation U-0.027 xis ingood III. ❑Attention ❑AhmWn+&iI ❑Charge to Spec,Condign � Above Deck Insulation U-0.027 cartlrredmM�eWnion 8 tom1 natlWM atlei0on rce!alionfod.-Ime R= a IkrercpnrowmaraD.m 15504 SE 18th Street un, ❑Change d Occupancy ❑Piston[Bidding Sxtlon ❑G,.nga of Occupancy ❑I4ebrk building -o R= a102.2.5,R25 butts=R13 bans 0.o31 29250 v R= af022S,R25bafts=Rl3bafts 0.031 29250 906.8 0.031 29250 906.8 C I.,C�.1. 'pz E wS° 906.a o.031 sob. Bellevue, WA 98007 C50 /a - R= Melal Bulking LL0.031 Budding ElemeMS scope-Selec[NlMeI aDDN w R= Metal Building U-0.m1 euidnp Bonente Scope-Sabawtthet ePPN gR= (425) 941 - 1040 ❑AII El Building r-lope ❑Mechanical Systems R ❑All ❑Buidng--pi, ❑Mechankal By.mtn g R= o.127 mooredesi n comcast.net R= o.oz7 9 9 Q ❑ServIcefkl Water System ❑Lghtig system ❑Electrical Sysem R= Jost/single rafter U-0o'Z7 ❑ ❑ �R= JoisVain famine, LL0.027 SII Hot ywmr sy.rrro ❑1.ghbq sy,anc aepykN Bysbm. .a g SELF STORAGE DESIGN S R= R= 0.021 R= 0.021 Croup R-M.R1 8 R4 All Carmerciel Group suss 3,8R4 aAxetl Use (gee Wtons Q Ag Comrerckl C Mxad lba Q Cbar buttoner. 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R= 0.078 It R= 0.078 = w R= Q Pre,.rptwe Q Total guiding Pleff fence C Gear butlers Group R Mass Wall LL0.078 Q Rescrpika O Tdd Building F9forlmnce Q tree d0tons a R= Group R Mass WaitU-0.D78 PrasrlprM-RoleeiacamhArq iielyshelldam,nsfmmcorrylmnmwiNell applke0bmarddory b M R= Pr•wit/Ptlw-R'o/•efr;=Pr NgpnsapMslYahelldamonshabrompl nII nn Nl appliceobmenearory 0.104 aid pescripherequrerres/VX!.co�W1'.G012 ftem ibmaeiMlmfion C¢rrdirx'ebrmfo end41 pt nWh°marfsolM;-de.Re{I, 'ZMm lion mareirrlorrmtlan.Compllarrnbrmab General Compliance voludewitha RBscndAes=brnval Alle(plkaeeENV,LtG,A£CHard C406 E R= 0.104 General Compliance incluee the Rescripfiwaubmittel'NlepplkeNe ENV LTG.MECHalC406 m t R= Awurredmbe Mess VJal LL0.104 �� Path T-1 1 9 111119 N maree-R IscarRlyttg we lIXd binklugpedarmrxe(TBgshellinckxlee u E R= Assumed to be Mass NAl U-0.104 Path Tof°IBulloln➢PeA¢menu-Prgecbcompyr N°bfelbullW'npperbrnanc�e(TB�shellirrc4tlea cg R= N w ryPiroaulm firma Wrde6viltlingarag tlNperS%finn C40]entlahell denenabebcpmp6eree !h yIXresdlsliPmawlplebuildirlgerergymdelparSlwltmC407adsMlldemarsae'erompperce U,8 R= pNellepplicablemeMefarypnWsions=n�hisCod°.RekrroSecnonC401.t,1mm21ormoreinhrmanon. o R= all a pphceblenardataypmWamalnfhs CaW�ferfo Section C1012 11an2lamore irtlurrellon C°mplieros bane b InclWe wMe iFBnubm;ml:PROJ-SUN.C406-SUN6C9060ETAIL ENV-CNK LTG- 0.078 EXT,LT-CHKs all LIECHIben7Pocep(MEl H ECONM C406SLM8C408DETAIL ENV-CHK LTG- o^&- R= 0.078 EXT,LTG-CHK uwaIIMECHbr,or' epfi -ECOVO). -R= Assumedtobe Mass Wal LL0.078 tA IXT,LTG-CFU(end dlA£CH(a=m(exceq AlECH ECONO) g R= Assumed to be Mass Wall U-0.078 2 R= N°bf-angwremenm PorRNrigerNetl spaces-Rehigaremd walk-b BIM waehs rsalMazarnaFwllcpmpNWlh the anvalopB 0.031 IWte1-Rep' IneMS FaRNngadetl$aeros-Retrrgeretedwalk-rneNwa�h lesendheazelsshallcmpyw#hftsnmII 0 R= lrehi enaneromenu min Section CPlOel alter Iruekmeneero Me WSEC. R= afire/ngaefian�uP/nen!re0umrmrrsin Sec wC410eMe11 lceblerrendefo f1e WSEC. Wr o P equiormen pp ryproWnknain w ryP NOb2-Semi heebtl5pw Welllnauledsn ExwmpD'on-Semi-heetedsp°ceaneefedWMeepp pr-,d Mmelecricres;5ancemsy R= Mass FbOr LL0.031 pb/e2-Sem-IeatedSp sWelllnsvlalkan Exenpbn5amhreledap hedetlwifh pmovasHdfrerthen Nectrrc reaidanro imy R= 0.031 fake anexempdonbrvNlinsulafion,WlamerenuslPpe aswmdwsshNlcpmpryxyfhfM Mernml enrolppeprm4sipns m ' fakeanexBrrr/- /await insulenon.Nl IXhererwelopeassemNesahallcro�mNwilh elmmel enWlq]eprONaiom w R= Mass Floor U-0.031 Nob3-Exam lions Fa LowEmryy Spaea-LowEmrpY ape¢a eroexempfDromellprov;aiomin WSEC Section C4D2 BuldirgEmalol». 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V/ respondbirpuinesebouf cpmpawrcebrm mlamNron dad ComP/bnealforma rasp tlydarinaeon Pi vide ,hectare am Wriprrvid /ttfioc 9 do ern. pros . spontlto inquires about compyance krmiMormatbnprovidetl. Component gmuw. Company Names. Moore deign A....IMea • •• •' • • •• 4 do notrdfain. 2015 VS<3;Conhpiance Forrts for Commercial Buikings including R2,R3,8 R4 over 3 stories and all Ri 'a y paasxortlfo uas. Company Name: Moore Dea10,Aasocletes ta bucbonalend a.i.. Project Title: Royal Self Storage Bldg."O"Slorage Dale 09/29/2019 celwlahnp ttlb are Company Address: 136015E 1111Str••t Ball-WA'IN, 2015 W5Lx Comptence Forms for Commercial Buildings inclutlirg R2,R3,8 R4 over351ories and al Rl Inshuc0onel and Company Address: 155U SE 18th Street Bellevue,WA 98007 ` •� wrire-woleclee Appr,ara Name: Greg Moor• Project This: Ro I SeN Store Stl A"Stop Dale 04/29/2019 calcula0rg cells are Fenestration Area as% above-gradew all area Max.Target:30.Oa For Building Department Ilse 1 ri ge g." ge mte-pmkcted Applicant Name: Greg Moore gross Applicant Prone'. 425-041-1040 Fenestration Aredas% br de w al area 0.2% Max_Target:30.09 For i udd#rg Depe ti Use A 941-1040 gross re Applicant Brell: ®rem u. grossa eyra pWkenl Rhona: 4zs- Skylight Area r root area Max.Max.T et:3.aa gm..red..Igo t.n•t Skylight Area-%gross rnwr area Max.Target:3.0a Applicant End gm ooredeslgn®comeast.netal'. Project Description ONew Building ❑Addtbn ❑Aterdbn Building Co.ponent Proposed 11A Target UA g!• Project Description N❑N-Building El Addition ❑Alleraton In..R P.I.b9#F-facmrSe...eB Table#' F-facmr .Perimeter =UA(IJ A) Ffactor .Perimeter=LA(U.A) Occupancy Type QAll Colmerokl OGmup R-A5R1ard R2,RERlo r3.te.. CMkad Use CCbar buttons Sarltlmg Co.ponent Proposed UA Target UA RI 0.730 1120 Sarcf-mouuadloenebliI Ins.R Renusmil#F-ractoi-Soume&Table#a Ftacmr .I�rmeier =UANxA Ffactor ,Perimeter-JA(Ux A) Occupancy Type e1i.a 0.540 ao9 N Envelope Com liance Path o R-5 07W 12M 897 9 0.540 1230 664.2 Se/ectmo sequiredlote ableaarmA ®All Commercial C Group R All RI and I R3,I war stories 0 Mir ad Use w �i R SlabOn Cra0e 11 F 0 5,I E^r a GP P Q Resar,plNe p cpmppmn Pertpmmnp. C Clear burps v -- Envelope Compliance Path o R- a Selecnonrequiretl roereDlebmns v ail R- Snb-on-trade F-054 p p ®Prescriptive Q Component Performance o 55o Component Performance Slendertl Merge of Occuprncyl droning Semheated Geer btnore ®�R Se/ecaom'equiretltoenable/orma g R- Bested Blab-On-4atle F-O 55 O O ® C 6` R= o.sso S R Calculation Type _ tk"R= - Healedeao-or.crade F-o_ss Component Performance &led,.repqoi' droe-51 ENV-IY1 ❑Addinrel Elf iency Peckag,Cption GOB 8 Erhanced Envelope QStandard Q Chargeof Occupancy/Cond9onng t�Semaheated Schedule ID LLfactor Sourcea1- LLfactor x Area(A) =UA(UxA LLfactor x Area(A)=UA nJ A) end ENV-SHGCb=ma. To ronPly dem¢Nrakbraldvrp Mermel entehpeperbrmen¢ia IS%lower then Me Target Lot a Y R Calculation Type 1 Sclredub D ,U-factor Sources,la LLtadar x Area(A) =UA(U x A U-factor x Area(A)-UA(U x A) Selection dto enable ENV-UA ❑Additional Effulincy Package Option G406 8 Enhanced Envelope - Opaque S.ng Doors LL0.37 NSUTATED HOLLOWMEEAL 0610 63 38.4 0.37 87 32.2 and ENV-SHGIC Itrms. m ❑y Ai bamkrtes0ngpersecllan C102.5.1.2 ❑At bank.m.gnotmq.md Tocomplydemonsfmbbuildiglhermelem lopeper(ormerroaisi5%IomrthantheTarget UA. mS 'ncl,MednP¢leciscope m a10]1(1),25%glazed m-tretun 0550 24 13.2 Opaque sent Doors JD37 C Air Bdrriel Testing ❑Addtorel Elfkkncy Packaj.Cplion C4069 Reduced Ar Ml"Im'.n "a ArbemBrlestlng per Secb0n C102.5.12 i o 34 Q ❑Arbernarlestirg not requited Opaque rollup Bsl tling LL034 To. tyrdem¢.herethefineearoderrleakegeolb.l gensNapetl¢°ndexcmd025 034 included in project scope ce.,(Nrberneraurle¢aree)order ksfaemweo10.3inM w.p. `o Opel-unfup8sliding ULM Air Barrier Testing ❑Addiona l Eiik iency Pe ckage Option C4069 Red uced At InfJlraton Vertical Fenestration and Taal Venzal Gross Exleror 6 Tocomply,demooalramthatmeasured air leakageo/burldng emelopedoesnotexcNI10.25 Non-Metal Frans J4.30 Title Skylight Area Calculation Fenestration Above Grace %V.n,aal m o.3e amW fairbarriersurface area)urger lesrpmesue o(03incn wg. Pr.wr!4w P.M EMerteluea I (roughopenng) III by WNI Area trm.l00equals FereslrNnn Non-Metal Frame J030 re apN NreSon nxNgnls gronawe#s 2d.0 + 12400.0 X 100= 0.2$ Vertical Fenestration and Taal Vertical Grass Exterior . Rig BATT 0.06 6656 366.1 0.3s 1997 758.8 d rapV' Nis ENVV-!--Ekaheel Feireslrati n Above Grade %Vertical Metal Franne Axed LL0.38 ENV W ardor ENV fa GROUIR a Gross Exterior Skylight Area Calculation n keMetThesealueaauro-llll/rom Toner Skylght dIby R¢fArea bmea100equals Skylight, R190ATT 006 1 366.1 0.36 2D23 768.7 preset/pBvePafh EnterveluesWr (rough opening) III by WfIArea fares IGOequals Fenestration ENV mV-U4°Mnewrrre-protected°n ENV- 0.O 0.0 X100= Metal Frame,Feed J038 ,cal/enestrabon,skytghtegrossuells 0.0 - 12400.0 X100= 0.0$r and r%;on this ENVSUM tiorksheet LL o ComponeatPerformance Entervalues Gross Exterior o 90 Va. I m g mENV UA enNorENV UA GRO UPR - ° Meml Frame Operabe LL0.40 Far.atratl°n V ERTICA L FENESTRA TION AREA COMPLIES ksheet Thew Whose eNO(ill(rom Total Skylight dNiletl by Rwt Araa rims 100 equeb %Skylight = � Area 0'90 ENV UA and are mite prolectedon ENV- ' Fenestration Area Compliance - Metal Frame,operaDb u-045 0.0 - 0.0 X 100= >" Revisions Skyllpht Area > Vertlral Mark Date Meml Entrance Door Mad Feneetraldon VERTICAL F7a4ESTRATION AREA COMPLIES SNGLERINE 110 24 26.4 0.1 7 4.4 Araa c Vertical Fenestration QHgh perlornnnc.f...Nbn U4acbeard SHGCpa C40]4.1.3 Metal Entrance Door UDW Fenestration Area Compliance Alternates 0Dedwdm--re,ayst p,N024.14-04036 m °ypes _ SMw I¢efioreefpueli/Av o,ef'Olzone Cl no nbuldnge13rws25%armredhETllac.areasn dayiI...esper C402411 �N Qabdtona SkylightAroe w n Alll LL0.50 areas antl/u=ono j Npl � - OlnDutlmgs•35torks,50%or pore of CONO'TIONED Soar area swnM1n tlayl,ghizwmsper For DaNipM2oneAr CN In C402411 AD types J050 Vertical Fenestration High f fnestragon U-factors and SHGC C4024.1.3 - )S;QelgMernninclueePrirrery Ga141ghtz.-C.I.W.11.ne o F Q g per orlm a per Area' UA Area, UA M rytleylgnlzOm°lean. Dilght 2 raw Ferestrdbn Aterle, 3deLght OzylgM Toplight Daylight Pzrc.nt De,rI �' Alternates Dedicated odd yl perC402414and C4038 D)ladud o,ermppnpbl#ipnlaM NN Sekctetl.No CalcdNons Requiad Zsm Area 20m Area Zom Aree m < - a ..__- _ Target Area Adjusted Page 25ubtotel 7776 1184 3117 1366 DATE:O6A3-19 Ndehghrewll;Dnfzoneareeaurder Area' US Areal lM Sic / s(gah(pigdaldghtzone O In buildings a 3 stores 25%ofmore of I floor area s it daylight zones per C402471 Page l Subtotal 29250 907 29250 907 SCALE-NITS ToplipM. reesaM IF on pmjectplans. TO COMPLY-The Ropased Totel(/Ashallnor ProjectTotal 37026 2090 32367 2270 c)Rekrb Cnepra2/a ml 5ooraea Target Area Adjusted Page 2 Subtotal 7997 1392 3397 1969 0DoI"ngs43 stories,50%ofmore of CONDIf10 NED floor area s w thin daylight zones per xc,=.,=.dfh,=.Target Total LA. Page l Subtotal 29250 907 292s0 907 Pon DayfigOZone Area Calculations- C402AA.1 Daylight Zone calculations [Component Performance Compliance A UA COMPLIES LICENSE STAMP: Spaces in Single Story ro coMPLr-T/m Preposetl rofal u4 snaumr a)Slde,ight areas include prrrnery* yl gMP � ) P rY al Nlm lOsetlepa¢s Mate eetl2,SOOB,M e¢iligMiphtankr Ma 15 eM ere spare a Poject Total 37247 2299 32s97 2376 secundsrydayfghtzoreareas. Daylight Zone Fenestration Altemale SkefgMDaylght Toplight Daylight Percent Daylight Npearegmretlro pbmprw;m INaaoteNon. x0eedtlm Tsq.tTobl UA. De BuildingRequtringSkyBghts b)Incltdeovadappingtoplrghtend Not Selected.NoCakuktknsRecaved Zone Area Zone Area Zone Area so, REGIs.e. Code requlresemmlmum d50%ol Me floor spars Ann(n=) Ixz AreeglG sRRor Apemwre aceprgn _ Component Performance Compliance(UA) UACOMPLIES sidefgnrdayightzoneareasunder ream Dewieina skNl MeaNlpnlzomM Tefertu D Note 1-Ysenricot tailbe caonorskyutomehaexceetls Cmrq,h m al e Reho,Do T 1,=A TargetArea Atljust ksmof all applicable enselope cJ Rekrto Chapter2(ornef floorarea specincspa¢fypes.RekrIOCP02.1.2 ro� Open, mtellbe celcea,,Iomsh.ff ce,'ybo,A cnnrpliamelives.1tedp Ta-yedea Adjusbnenmwsdrr,C402 thiscalcu/elan. rogwremenm No/e2-Op:r ss,f DdUb s tit-n-G-pnom AppendixiI C40culatedpm,teDtedmefhodassp umrlin C402151 IN w1= DL2=0ayr;gMzone, Note4-AI �rheated spaceslunSivg Meuval Rinsulafun e thtonect xceptnn, le4Targef Wall�(actorsuMerPropatied Wa91/-bcforo%xrorur 014 Spaces in Single Story Listall enGosetl spoorsthatex¢ed2,500 ftz,here ceiling hcvghtgreaterfhan lSR,and are space STATS OEwawlNcroxR SRR•SkNiOMbmarano MOkam wpaamre w,M'AP prelu(AP tt%) eells-nsulml a fhecalcularlon. Building Requiring Skylights typesrequrretlt-Plymy'Mrsprovrsron. No[e5-Massaanecerslabedges usibeceveredmtm,ssemblyhadrgmow;ral LLfactorof02. Not.6-Demising walls,d0ws,elver#calferostrafionseparafig spoors with tldyerenfdegrees olspacecorditronn'g(un¢MitaneQsemi-healed, Codemquyesaminimumof50%o/thepoor Space Area(flx) Di Amu(W) SRRor Aperalure Exception allycentlitroned)sha06eincludedonlyon the ENV-UA brm(Me space wiM Me greabstdegreeo/space condifiordrg. yea.benifhinaskl4ghfdkfVhtzonefor Sheet Note]-ListGroup Rabovegmde mass wafishere.L;stall othermass8ells,ComnierdalantlGmup R,in the Opaque Walls-Abohe Gratle sedan specificsm¢lypes.Re(erM C402.42/or N mff-Slabbnymde F-redamshallcome tromAppelix AortalculaktlperapprpvedmeModasspeciTietl in C4021.5.1. requirements. Note'-Opaque door U-(actors shallcome lromAppendixAorcalculafedpen approvedmeMotlassperahedin C40215.1.Adoo...definedes opaque iflesslhan551vUFae door area hasglazing. OLZ=Dayi9hfzone, A9 . 0 FenesiranonassembNLLFact rsshallbepg, gg , SRR=Skylight b roo/ratio ndkale aperatu¢w ih"AP p¢Ta(AP 1.1%)the delauttvalue per Section C303.1.3 SAFEbul It . APPLICATION STATUS ❑ Revisions Required — Hold Lou Whitford ❑x Initial Review ❑ 2nd Review ❑ 3rd Review Sr. Plans Examiner ❑ Approved With Conditions Phone:206-503-5948 1621 1141hAve SE, Ste 219 ❑ APPROVED Bellevue WA 98004 Iwhitford@safebuilt.com DATE: 6/12/2019 Safebuiltbellevue@safebuilt.com IMPORTANT REVISION SUBMITTAL INFORMATION To Whom It May Concern: A review for City of Arlington regarding the ROYAL STORAGE #BLD 2596 A, 2608 B, 2609 C,AND 2610 D that requires additional information that is necessary or further clarifications that will be required prior to approval of your project. Please review the comments listed below and make corrections to the drawings asnecessary. Instructions for submitting Revisions • Identify revised/added information by circling,noting, or otherwise consistently marking changes on the plans. • Please respond in writing to each comment by marking the attached list or creating a response letter. Remember to indicate which plan sheet,detail, specification,or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building permit application number noted. • Submit your new set of revised plan corrections c/o: Lou Whitford- Safebuilt to the City of Arlington with a copy of this letter. PLEASE NOTE: Further review and correction may be necessary as a result of submitting this additional information. If you have questions concerning the review of this project of the information contained in this letter, you may contact SAFEbuilt as shown above. Sincerely, Lo-w W kif oU Senior Plans Examine 1 I P a g e COMMENTS; 1. Please provide the Geotech report for this site. 2. Please provide stair details to include rise/run, headroom height, handrails with proper extensions beyond the top and bottom landings. Show reference to these details on the Tans. 3. Please provide distinguishing marks or wall identifiers to differentiate the exact location between the semi-heated spaces and the non-heated spaces. It should clearly show where he envelope is located. 4. According to the Non-Residential Energy Calculations (NREC)provided by Franklin Engineering, the insulation values don't match the plans and details according to the ALL TYPE schedule. Please have all details match the Franklin Engineering report. 5. According to the 2015 IBC Occupancy type, the vehicle canopy is a Type S-2 for parking s U which is typical for residential use such as garages and carports 8,500 sq ft or less. The scope of this building is greater than that of a U category. Please change the cover age to reflect S-2 occupancy. 2 P a g e Permit#: 2596 Permit Date: 06/06/19 Permit Type: COMMERCIAL BUILDING Project Name: Royal Storage Applicant Name: Sharp Design& Build, Inc. Applicant Address: 13600 44th Street NE Applicant, City, State, Zip: Lake Stevens, WA 98258 Contact: Troy Van Kopp Phone: 425-760-8689 Email: troy@sharpdesignbuild.com Scope of Work: Storage and Office Valuation: 2259408.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: CIC Permit Issued: 07/11/2019 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Section 27 Township 31 Range 05 Quarter NE1/4- PAR 2 OF BLA REC AFN 200108315002 EXC TH PTN OF SD PAR 2 LY N 31052700100800 17011 59th Avenue NE OF S LN OF PAR 1 OF SD PREMIER PACIFIC 910 Undeveloped BLA PROJ ELY TO E LN PROPERTIES LLC (Vacant)Land OF SD PAR 2&EXC RDS -AKA PAR 2 OF CITYOF ARL BLA NO Z-06-015- BLA REC AFN 200606055267 Contractors Contractor Primary Contact Phone Address Contractor Type License License Sharp Design&Build, 13600 44th Street CONSTRUCTION LLC Troy Van Kopp 425-760-8689 NE CONTRACTOR Fees Fee Description Notes Amount Building Permit Table 4-1 $15,072.26 Building Plan Review Table 4-2 $9,796.97 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Total $24,919.23 Attached Letters Date Letter Description 07/11/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 07/17/2019 Royal Storage Check#1070 Kristin Foster $24,919.23 Outstanding Balance $0.00 Notes Date Note Created By: 09/21/2021 C of O Issued Raelynn Jones 07/13/2020 Temp CO issued. Kristin Foster 06/14/2019 Once Safebuilt completes review,contact Mike for review. Kristin Foster Uploaded Files Date File Name 09/30/2021 9802118-2596 IC 4.2.2020.pdf 09/30/2021 9802119-2596 IC 6.26.2020.pdf 07/13/2020 6964591-Royal Storage Bldg.A Temp CO.pdf 07/11/2019 5309157-2596 Issued Permit.pdf 06/11/2019 5178374-2596 Application.pdf Ile CITY OF ARLINGTON TEMPORARY CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SEC. 111 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 17011 59th Avenue NE Bldg. A Building Permit Number 2596 Name &Address of Owner Occupant Load Number of Stories ROYAL STORAGE LLC Storage 45/Office 24 2 13600 44TH ST NE Type of Construction/Sprinkler system required Use LAKE STEVEN,WA 98258 II-B No Storage/Office THE Structure HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP S-1 B OCCUPANCY ISSUED: July 10, 2020 BY Building Official i PRE-CONSTRUCTION MEETING AGENDA Community&Economic Development City of Arlington • 18204 591h Avenue NE• Arlington,WA 98223 • Phone(360)403 3551 Project Name: Royal Storage Project No.:BLD2596 Date: 7/11/2019 Contractor: Sharp Design&Build Superintendent:Troy Van Kopp Ph.No.:425-760-8689 The purpose of this meeting is to provide the most common inspections and noteworthy information.This meeting is not intended to be all-encompassing. It is the responsibility of the Owner,Developer and Contractor to adhere to the approved plans,verify compliance with the City of Arlington Municipal Code,Public Works Design and Construction Standards,International Building Codes and applicable local,state and federal requirements. INSPECTIONS • INSPECTIONS(360-403-3417)MUST BE CALLED IN BEFORE 3:30 PM TO BE ON THE NEXT BUSINESS DAY INSPECTION SCHEDULE • FIRE SUPPRESSION (FIRE ALARM,FIRE SPRINKLER) INSPECTION REQUESTS REQUIRE 48 HOURS NOTICE • Inspection are Monday-Friday with exception of Local,State or Federal Holidays. Building or Civil Inspections-8 am to 4:30 pm;Water or Sewer inspections-8:00 am to 3:30 pm • To cancel or modify an inspection-Building or Civil call 360-403-3551;Water or Sewer call 360-403-3526 • It is the responsibility of the Owner,Developer and Contractor to call and arrange for appropriate inspections.Onsite tailgate meetings are advised with each individual inspector prior to installation of their related facilities with those persons who are actually performing the work • Failure to call for inspection may result in work being left exposed and/or removed and reconstructed • Re-inspections may be charged at$127.00 per hour,Yz hour minimum for failure to call for inspection ADDITONAL REQUIREMENTS • Notice shall be given 3 days in advance of any approved traffic deviation by notifying Kristin Banfield; 360 403-3444 or kbanfield@arlingtonwa.gov and Community and Economic Development 360-403-3551 or ced@arlingtonwa.gov. • Private property owners which may be affected by the proposed work must be notified in advance of potential disruptions in access or utility services. • Any infrastructure affected by this installation shall be restored to City of Arlington City of Arlington Design and Construction Standards within a period not to exceed 7 days from completion of the installation.Roadway repair shall be per City Standard Detail R-140. Inspections shall include.but are not be limited to: InspectionBuilding • 1 1 ❑ • Inspection request procedures and scheduling • Permit Expiration,conditions for extension,renewal Special Inspections &V, • Revisions,changed conditions,and added work • Wall/rockeries separate building permit • FOOTING `_� • UNDERGR9E#1+F[� YDAO%fib • FOUNDATION r .•)-'. I( �VQ R$O f'rR0t31 l)+IY-DAd1 Vfl— • UNDERFLOOR I W�U�/ U�tY�.K • FDC FLUSH • SHEARWALL • FIRE ALARM/AUTOMATIC SPRINKLER FINAL HOOD • PLUMBING(groundwork) SUPPRESSION SYSTEM • ROUGH PLUMBING • GAS PIPINGiY.Q_ Q�Y� ®1� in • ROUGH HEATING&VENTILATION � ,,� • FRAMING � �� hou • INSULATION ((( • WALLBOARD(SHEAR/RATED WALLS) CEILING GRID • STRUCTURAL SLAB ' • CROSS CONNECTION CONTROL IN PREMISE 1 lit j A ( Vj ul �ti, �- Revised 6/2019 d� ui (�{TG� i ULiS� k�e �ukai�d�°� uv,��n� Gil n ,Cis c > E — O aeon tD of c " a cz c. O C- 40.1 cz P' AN �- a CZ 9, 00 . OD t" m a rn I � z E ' :5 4--1 M CIO00 all 110 r � O O M M dN Or F�1 CD ONO L F � � N a C O O �a O dA b Z n >~ ON {7 O cn F+M W Z s. ¢ a V'� W Ln rn a r-q O - a C) I o bA V) aJ O a G, 4-J 0. d o CZ r 1 x cu \ cOa ) i 4 (mt o / cu y >~ t o: rw z a � E- '�� ..�, —• t • _ .�, c: '' � r � �. i �: .:� .'� ��. • �., �. .�_ . .,: N .�� - �.1. �.r � � I 4 . � �, !�� !�, �. '•� c� r�� a' �s �y 1, � I � •� i .f . ,%. I Y City of Arlington dC44GG3 OO CF vDaMMUTUIL • Public Works rrrGco 238 N. Olympic • Arlington, WA 98223 DATE JOB NO. . �-I .1ci r .;1 . 1q_ - 01J , ❑Administration ❑Maintenance & Operations ATTENTION ❑Engineering ❑Utilities RE: A A % 4l 7' y 1 j TO r {� WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 77 I COPY TOI A 1 ft V , SIGNED: If enclosures are not as noted,kindly notify us at once. U'l Y � City of Arlington 112VU N OO [F 4 s Gv]�C�i]0441�d • Public Works 7 t1NG,�O 238 N. Olympic • Arlington,WA 98223 DATE JOB IVO ❑Administration ❑Maintenance & Operations ATTENTION TO ❑Engineering ❑Utilities [ 1 J WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints Plans ❑ Samples ©, Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION Z_ �;: THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints For review and comment ❑ ❑ FORBIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. Y City of Arlington dlYfulln OO IF 4 D s H@W044Lad • Development Services ?LING,t0 238 N. Olympic • Arlington, WA 98223 DATE I JOB NO. ❑Administration ❑Building ❑Engineering ATTENTION < ❑Planning ❑Utilities TO RE r WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO �� j // SIGNED:.': If enclosures are not as noted,kindly notify us at once. PROJECT DESCRIPTION PHASE I BUILDING SUMMARY DESIGN DATA THIS PROJECT INCLUDES ONE TWO STORY OFFICE AND 22,400 SF SELF STORAGE,TWO • • ---- SINGLE STORY STORAGE BUILDINGS,AND ONE CARPORT TOTALING 41,445 SF. TYPE OF OCCUPANT LOAD EGRESS WIDTH APPLICABLE CODES AND REFERENCES OWNER AND CONSULTANT LIST BLDG. AREA OCCUPANCY SPRINKLER GROSS SQFT. 1005.3.1 EXEPT.1 REMARKS CNSTRUCT. TABLE 1004.1.2 1555.3.2 International Codes OWNER BLDG"A" GROUND Building segmented into Royal Storage,LLC SEMI-HEATED STORAGE 81 IIB NO 22,400SOFT. 22,400/500=45 45x0.2=9 into areas<12,000SQFT 2015 International Building Code(IBC) 13600 44th St.N E g�gtg�y Lake Stevens,WA 08258 • i • BLDG."A" GROUND Building segmented into 2015 International Residential Code(IRC) C:425-377-9130 3838 481h Avenue NE CONDITIONED OFFICE B IIB NO 1,200 SOFT. 1,200/100=12 12 x 0.2=2A into areas<12,000SQFT 2015 International Mechanical Code(IMC) Seattle Washington,98105 BLDG."A" Buildingsegmented into 2015InternationalFuelGasCode IFGC APPLICANT (toe) -co 9 5 - 0442 CONDITIONED nd FLOOR g IIB NO 1,120 SOFT. 1,120/100=12 12 x 0.2=2.4 ( ) TROY VAN KOPP psaala@comcast.net OFFICE into areas<12,000SQFT 2015 International Fire Code(IFC) 13600 44TH ST.NE INrBRn4norvu sttnaa OF e`Esc GROUNCXQEo" BLDEAT GROUND S1 IIB NO 2,400 SOFT. 2,4001500=5 5x0.2=1 Building segmented into 2015 International Plumbing Code(IPC) LAKE STEVENS,WA 08258 OOre g NOT HEATED into areas<lZ000SOFT C:425-760-8689 2015 International Property Maintenance Code(IPMC) eSl n 4£TAI SIGN,PAINTED BLUE CANOPY STORAGE S2 IS NO 30,600 SOFT. NA NA Architect- Issociates g •"' � EErTE ND(EEEW C" 2015 International Existing Property Code(IEBC) BACKGNWNDISEEWA.SrATE Peter Schroeder Architects AM Ifl 16.AFOR Building segmented CN4NACTOR PREPORAnON BLDG."D" 9 9 2015 Washington State Energy Code(WESC) 3838 48th AVE NE ANDxeGHTI GROUND Si IIB NO 15,900 SOFT. 15,900 1500=32 32 x 0,2=7 into areas<12,000SQFT PREFABRIdTED N.EMBLE SEMI-HEATED Q Seattle,WA 98105 15504 SE 18th Street BIGNaIPPGRT.IFNEEDED. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI1417.1) G:206-954-0442 Bellevue, WA 98007 PHA TOTAL 73,620 SOFT. 108 a Washington State Amendments (425) sal - loco Storage Consultant: Ri7i98r@@@91®R�BBFR@B@Lfl®I EXIT ACCESS TRAVEL DISTANCE SHALL BE IN COMPLIANCE WITH 2O16 IBC SECTION 1016 TABLE 1017.2, WAC 51-50 Washington State Building Code Moore Design Associates §91F 9fi®R§€PRION S1 OCCUPANCY WITH FULLYAUTOMATIC SPRINKLER SYSTEM AS PER WASC SECTION 903.3.1.1. MAX WAC 51-51 Washington State Residential Code 15504 SE 18th Street TRAVEL DISTANCE NOT TO EXCEED 250'. Bellevue,WA 98007 DDNO MRs. WAC 51-52 Washington State Mechanical Code Contact:Greg Moore WAC 51-54 Washington State Fire Code Cell(425)941-1040 ACCESSIBLE PARKING SIGN WAC 51-56&51-57 Washington State Plumbing Code and Standards CIVIL/SURVEYOR WAC 51-11 Washington State Energy Code Pacific Surveying&Engineering Inc. WAC 296-46B Electrical Safety Standards,Administration,and Installation 909 Squalicum Way Suite 111 Bellingham,WA 98225 DOME CAS. 360-671-7387 PROVIDE EMIPLE FOR OW"ERAPPRo L City of Arlington Design Requirements Design Wind Speed 85mph Exposure C STRUCTURAL ENGINEER: A•ORa•ow,NCRETE,CP"NTBD. MAKO STEEL,I W O r ORT,OONCRE,E.GENrERED Ground Snow Load251bs per square foot L NC IRdwFI Ix,e•eoxomeE. 5S650 EL CAMINO REAL,STE.235 Seismic Zone D2 Rainfall 2 inches per hour for roof drainage. 760-44CARLS -1 0 92008 Frost Line Depth 12 inches 760-448-1760 �w CRWMCMMAETE AT 846E OF (� CONO NALT PAVI Soil Bearing Capacity 1,500 psf unless a Geo-Tech Report is provided. CONCRE IEGRABPNG. LANDSCAPE ARCHITECT �s (REFER TO Fuxe MRnNION TxICNNBas,AN0RBN6oRcxG,l BLDG CODE: HOLLY MOORE INTERNATIONAL BUILDING CODE 2015 LANDSCAPE ARCHITECT _ BUILDING TYPE:S1 II-B TABLE 601 16504 SE 18th STREET S BELLEVUE,WA 98007 ,,ww w REPORT COMPACTED SUB OWE PER ZONING: Tg1:425.466.4789 � V, _ Ea TABLE 20.48.5:DENSITY AND DIMENSIONAL STANDARDS 9mooredesign@comeast.net _ - LIGHT INDUSTRIAL(LI) contact:Holly Moore - - �6•cancRErEEASE +1► - USIN ETER SECTION 20.48 TABLE 20.48-5. �"1 60N.T.E.OTUBE m SET BACK FRONT =25' DRAWING LIST e _ HEIGHT BE 50'MAX A0.0 COVER T _- - NO LOT LOT COVERAGE BE%100 A1.0 SITE PLAN �► A1.1 SITE LIGHTING PLAN \ ° i O tr r. SITE LIGHTING A2.0 BLDG A _._..__ ______ ALL SITE LIGHTING TO BE DARK SKY COMPLIANT. A2.1 OFFICE A3.0 BLDG B OR O&EOT To BE TABLE 601 A4.0 CANOPY NON-RATED CONSTRUCTION ALLOWED PER 601. A5.0 BLDG D G EIIEJ IF-OTED.PROTECT .. ROOMS A6.0 TOILET is /uT64wcuTASP m�uaooCxc.BASE xxT TABLE A7,0 REFLECTED CEILING PLANS a a NO RATING REQUIRED FOR EXTERIOR WALLS A8.0 DOOR&WINDOW SCHEDULES O e� - wicRGWN. - (II-B CONSTRUCTION BETWEEN 10FT&30 FT TO A9.0 EUV BO°uRD PROPERTY LINE) LA-1 LANDSCAPE PLAN r METAL STUD WALL OK 11'r'r "II BOLLARD DETAIL _ SCALE-10•1'-0" ADDITIONAL PERMITS REQUIRED: PER IBC 106.3.4.2,THE ARCHITECT HAS ELECTED TO DEFER THE SUBMITTAL 51.1-GENERAL NOTES p OF CERTAIN ELEMENTS OF THE BUILDING DESIGN AS IDENTIFIED IN THE S2.1-BUILDING IN W/FOUNDATION PLAN AND BUILDING SECTIONS °x itl" DEFERRED SUBMITTAL LIST. 52.2-BUILDING'A'W�FOUNDATION PLAN TOP VIEW - ELECTRICAL DESIGN BUILD SHOP DRAWINGS' `�.il - PLUMBING DRAWINGS" S2.3-BUILDING'A'WI ROOF FRAMING PLAN W/OFFICE DECK, Lu PRE-FAB STAIRS SHOP DRAWINGS" OFFICE 2ND FLOOR FRAMING,OFFICE ROOF FRAMING FIRE ALARM SYSTEM" S3.1-BUILDING'S'FOUNDATION,PARTITION,ROOF FRAMING PLAN Tele z I AXOMETRIC ,. � AND BUILDING SECTIONS ^',,r HVAC DESIGN&DRAWINGS" S4.1-BUILDING'C'POST FRAMING PLAN 'D 4 y ( ,;� `PRIOR TO SUBMITTING THE DETAILS ATA LATER TIME THE S4.2-BUILDING'C'ROOF FRAMING PLAN o c��T� 811 BIKE BIKE 814E BIKE pe 'Il"' a'.. N,' REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL 84.3-BUILDING'C'BUILDING SECTION Ti"' 1 2 3 4 5 REVIEW THE DETAILS AND THEN FORWARD THEM TO THE BUILDING S5.1-BUILDING'0'FOUNDATION PLAN AND BUILDING SECTION COVER H 0 35.97 DEPARTMENT WITH A NOTATION INDICATING THAT THE DEFERRED 55.2-BUILDING'0'PARTITION PLAN 46 FOUND TO BE IN GENESUBMITTAL TRAL CONFORMANCE TO THE DESIGN OF THE S AND DETAILS HAVE BEEN REVIEWED AND BEEN. SS.3-BUILDING'0'ROOF FRAMING PLAN U O BUILDING. SOI-STRUCTURAL DETAILS THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE SD2-STRUCTURAL DETAILS Revla ons DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE Mark Date GRADE BUILDING DEPARTMENT. SD3-STRUCTURAL DETAILS 10" SURFACE SD4-STRUCTURAL DETAILS 08-14-19 360.C. 02.38 EMERGENCY BACK UP POWER BIDS-STRUCTURAL DETAILS FRONT VIEW RIGHT SIDE VIEW EMERGENCY BACK UP POWER FOR EGRESS LIGHTING WILL BE BATTERY SUPPLIED. Received - ECHO PRODUCT NO. BtKER4CK EC2-05-EM ADA ACCESSIBILITY JUN.19 2019 ALL HARDWARE,SPACE REQUIREMENTS,AND SIGNAGETO Plan Review IrAr27.9to DATE:06-03-19 COMPLY WITH ANSI All 17.1-2006&WAC 51-51-005. FIRE BY SAFEbuilt 2� sOALE=Nrs ADA ACCESS TO STORAGE SPACES PER TABLE 1108.3&SECTION ZteID LICENSE STAMP: 1 108.3.1 IBC 2012. 100%OF UNITS ARE ACCESSIBLE. 1. SIGNAGE OR PAVEMENT STRIPING SHALL BE PROVIDED ALONG SITE ADDRESS-17011 59th AVENUE NE ARLINGTON,WA ALL UNITS STORAGE CLOSETS ARE PROVIDED WITH A ROLL-UP THE DRIVE AISLE FOR"NO PARKING-FIRE LANE,"AT TIME OF NOI REGEnERED DOOR AND DOOR LATCH THAT COMPLIES WITH ICC A117.1-2009 COMPLETION. ANC.1 T VICINITY MAP CHAPTER 3 SECTION 309. 2. GATES TO BE UP-DATED TO MEET ALL CURRENT CITY OF INP ARLINGTON CODES. PETER W.8C°I-DER SCALE=NTS BUTEOF'Ra INGTar+ PARKING CALCULATION 9 PROVIDED 4. FOR FIRE EXTINGUSHER LOCATIONS SEE EGRESS PLANS PARCEL L)ESCRIPTION FIRE EXTINGUISHERS TO BE: Reviewed for Building Code Compliance 5LB ABC TYPE 2A'IOBC RATED UNITS. Sheet (PER f"IRST AMERICAN TITLE INSURANCE COMPANY ORDER NO.2911112 DATED ✓ANUARY 29, 2018 AT 1:40 Rho 5. ALL DOORS INTO ELECTRICAL ROOMS TO HAVE SIGNAGE AS 31052 700 700800 I V^' REQUIRED BY LOCAL FIRE CODE. PARCEL NO.2, CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT FILE NO. s u n 1 6. MONITORED FIRE ALAR AZ06-015-BL4, RECORDED UNDER RECORDING NO,200606055267, RECORDS OeO OF SNOHOMISH COUNTY, WASHINGTON, BEING A PORTION OF THE NORTHEAST Building P n Review OL;q /t�1�(,� QUARTER OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., IN By SAFEBuiit 'C� SNOHOMISN COUNTY, WASHINGTON. THE CITY OF ARLINGTON ROYAL STORAGE SITUATE IN A PORTION OF THE NE 714 OF SECTION 27, TO WNSHIP 31 NORTH, RANGE 5 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON I I I I I i I I I I I T I it em Q 30' I I ONDITIONE SEMI-HEATED 20, NEW EASEMNET I __m r — - - - ■ a c OFFICE14. m, �V r e e e to to - - 80 ,m,o ,m,o a " a a ■ i f- - I I BLDG."A"10,826 SF. FIRE WALL BLDG."A"11,574 SF. III i I_ I ■ I� I�_-- I'?c I 1 i \ I 510'-0„ ■ I �11 2b ` _ __ __ ___ _ ___ _ ___ _ ____ _-__ _ _ _ _ _-__ __ _ _ oo ___ --_ -_ _ __ ___ __ ___ - - __ _ _ _ ___ __ __ ___L --- BLDG. ---- -- --- --- -- -- - -- ---- - -- ---- - ---- - --- - -- --- -- - -- -- - -- -- - - -- - -- -- -' ---1--I _____________________________________________ _ __ ____ _ _ _ _ _ __ __ __ ___ __ -- — — — — -- —m" - - - -- -- - -- -- - -- -- -; `- „ --- ---- ---- --- _ - __ __ _ _ ---- --- y m" CANOPY,. --- ---- Y % ■ i II I --� 0 'I I II g � SEMI-HEATEDURE 530'-0' ,I 11 ■ I ---- �o -- — — — , - I PHASE "D"7,800 SF. WALL — l BLDG. BLDG. D 8,100 SF--- — --- -- - -- - - - - - - -- - - - - -- MANIFOLD T e\ y I aua� �o -t I a w l l e I I I I I i e—.—.—.—. _— -- ———————————— —-- --.— ." „ ___ __ _ _ _ _ _ _ SITE PLAN 8to. L Al A SCALE=1:30 Y— j l 20' l -------' 11 The inside turning radius along fire apparatus access roadways shall be not less than 28 feet (IFC Section D103.3) i 0 30 60 90 I ram_= 15 45 75 PARCEL DESCRIPTION (DER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. 2911112 DATED JANUARY 29, 2018 AT 1:40 P.M.) PARCt2, C,IIY "1'^,"". IDIUM1 7�R 'ADJ'J577A - IC. i06-6 'IA RL TLCOR171N0 NO 'OE05„ / 'OkOS Oh S o0� -"'GTON, BEING A PORTION OFT'_NTHEAST +'SHIP 31 NORTH,RANGE 5 EAST, W.M., IN Plan Review By SAFEbuilt PETER SCHROEDER ARCHITECTS I - 3838 48th Avenue HE Seattle Washington,98105 (206) -954 - 0442 psaaia@comcast.net oore o41, 5 -�� b NEW EAS EMNET eSlgCl II 20r rr�- - - — - - - - - - - � - — - - _ � ssociates co 15504 SE 18th Street `c� Bellevue, WA 98007 "_ (425) 941 - 1040 __ __ _ __ — gmo—des!gn@comwsLnet ILLLI I SELF STORAGE DESIGN m ems �,o 'a� _ m, m -x- � ME' II F E. BLDG."A"10,826 SF. F E. FIRE WALL 0 F e. BLDG."p"11;574 f{ 122E10" 120'-0" 120'-0" 920' 3 80E0" 80'-0" 80'-0" 80'-0" 80'-0'1 I 1 80'-01, —tea" FIX p R c c lI o O G� CN BLDG. CANOPY'C 'B' ' FMI F U T��.:Ri"___ � I BLDG D 8 100 SF- P H 5'zE II F.E. BLDG.O'D"7,800 SF. F.E. FIRE WALL F.Er, F.E. Fm it i mo I F.E. ,�" ,�" ,�"I,�" ,m," �" � ,m," N � s �' s -s � �a ,ma ,m,o ,m,o ,mo ,tea ,�" ,�" ,�" �o �o mo m," ,mm,mo ,mm ,m, m,o ,mR ,mm ® Z E ° F.E. e e mm i x x i t - - - - - - - - - - - - - x - x - x -_ - - FIXTURE SCHEDULE Fixture Daa.!pO. KeV Manufacturer FinislV Color Catalog# Accessories/Comments POLE FIXTURE RAB BRONZE RWLE2T50SF/PCS VERIFYW/OWNER. PARKING This SITE LIGHTING PLAN POLE O RAS BRONZE PS4-11-11D2 VERIFYW/OWNER A1.1 SCALE ( WALL PACK ® RAS BRONZE BRISK40I PCU SEE DETAIL SIA3.2 SITE =1:30 TYPICAL SPACING IS 40"O.C.OPPOSITE SIDE.THIS IS DEPENDANT ON THE TYPE OF FIXTURE, LIGHTING MO'-NTINC HEIGW BUILDING LAY-OUT AND OBSTACLES SUCH AS DOWNSPOUTS. OWNER SHOULU CONSULT ELECTRICAL CONTRACTOR OR SUPPLIER. THEY SI..oULD SGPPLY A LIGHTING DIAGRAM OR LUMINAIRE PLAN THAT DEMONSTRATES THE THE NUMBER OFF DOT CANDLES AT GRADE.IT MUST MEET ALL LOCAL CODES.ALL LIGHTS TO BE'DARK SKY"COMPIANT. PLAN F.E. TYPE 5LB ABCPORTABLE FIRE EXTINGUISHERSWI `--'RECESSEDNON CORROSIVE CABINETS SHALLBE Revisions MOUNTED ON INTERIOR PARTITION WALLS ONLY. Me* Dais MOL^.,AND SPACE AD PER SECTION 9062012 IBC S 20121 FC.70 MAX TRAVEL DISTANCE TO EXTINGUISHER MAX MOUNTING HEIGHT MAY NOT — EXCEED48"TO OPERABLE PARTS. _ MAY EXTENDA MAXIMUM OF 4"INTO EGRESS PATH. SECTIONS 1003.3.1 THROUGH 1003.3.4. DATE:06-03-19 SCALE=1:30 LICENSE STAMP: awl NEaerERm ARcwrtcr PETER —HROEDER aTATEOFWASHMGTON Sheet Plan Review By SAFEbuilt BEE STWCNRAL A31 it �g 6 MATCH LINE �,d^ ' 6 6 90L0" ee 2 6 3 1 10X10 10x10 1ox10 10,10�7�.10D1ox10 1ox10 10X10 1ox10 1ox10 1ox10 1ox10 1000 lox10 10x10 1ox10 10x10 1ox10 10X10 1oxio 1ox10 1ox10 1ox10 1ox10 1ox10 7u10 7Mc10 10x10—iW.FILLER PANEL BIDE CHANNEL Y ihr FIRE WALL. MPNIFOLD 0 1hr FIRE WALL. PEB? sMaoLHAACBsouos"COURSE �RW �R, Az, §F• ________ ____`I 1LOSE N --10X10... --- ....... ....._. ....... 8 ...-- .10 0 10x10 tOx10 10x10 . . . FF 10x10 10x10 10x10 10x10 tOx10 g 9 g � 383 §k A AftjE�E'ff&Y. 1 M B Sea 4' OVI�EORBYOOORVISINDEWTT0MCHA NEL. OFFICE O I„� p p g q (21 CMU PIER BEYCNO _ _______________ N1,f8" ®� 8'�" PSE GUIDE STEEL IAMB w126CIADOORCURTAIN. 4 2 3 a 1gx10 10x10 tOx10 10xi0 tOx10 10X10 x" °i P"1 O1 °1 1oz10 loxlo 1 10 6EEELEVATION9 FOR COLORS. PP + ... O S 1 -.. ......1 _..... ._.........._. ---o O 71 --j'MR.DIN SPOUT, BEYOND. 6'B" 3'-0' �':8' B 8'A' 8'O. IF., Bd' B'-0' 8-0, Bd' B'd" B'8 S'd" 6'-0 B'-0' S'd" Bd' 8d' B'B" B'-0" 8-0' B'd' B'-0' B'd" B'-0" B-0' 8'-0" 8-0' Cd' M ., 8-0' IS pLA DRACK. IAA• TA'� 1'A' 1'A' 1'A' 1'd' Z-0' 1'<' 1'A' 1'A' 1'A' i'A' 1'd'. 14' 1V' 14' I. 14` 1'd' 1'AN 1'{• 14 1'4' 2 1 1 1 1 w E BRUT FACE CMU PIER BEYOND 1M FLOOR OFFICE m W.O. d0'tl dCO. d0'-0' d0'-0' 40'A" 1 WI SMOOTH ENO. "" auu:§,O. `✓ OS. O0. O v NSMOOTHGLEGM Az ."LD ,WEST PLAN 155 lip I SMOOTH FACECMU PIER Bel FlR6T COURSE. MATCH LINE �,d• 6 6 B (4: ............... ones/B � isuiloRldvE SEc SEl n .......... ... SEE CIML. - -_ 10 10 MID 10x10 1oxio 10x10 1ox10 10x10 1oxio 10x10 1oxio 1ox10 1ox10 1oxio 1o%10 10xio 10X10 10x10 1- 1ox10 1oxio 1o%10 1ox10 10)(10 10X10 tox10 1ox10 10x10 1ox10 1oxio 1ox10 5:.1 '.15'• O ihr FIRE WALL. 10 1 G6 OILE 1 B p 1oxio 1gx10 loxio 10zm og0 1az10 a 1ox1g 1ox1g toxlo 1ox10 1ox10 1oz10 B R '� R10 POLYSTYRENE INSUL ':,'.I 1.:` AN Eu iA @ 1 kS ...LJ., ICIVIL _6 B T.s" �wa, B 'a 10 1 10 a;SECTION ROLL-UP DOOR e" O 10x10 10x10 °1 '" u "' N PF' "' u "' FN 10x10 10%10 A2.o SCALE ROLWV DOOR _..----- B'. _ _1➢xfi_-. _.....__— ...- _.......... --- -____.__._ __-...._...... .__..__ __—_ __— __..___... _____ ____—_ ____-- ----- --.- ._.--.... _ _ axR ]flxs_.... _'I➢x� —10x5— ANGLE0d6 8'' 8LB" B'-0' I.S. B'-0' SLS' B'1 6LB" B'd' B'-0' BLS' B'd' B-0' B'8 6'-B` B'-0' Bd' B'•B' 8'd' S'd' B'-0" Bd' 6'd' S'B' 6'd' B'•B' S'-0' •S'd" ed' B'-0" I SL NC,GLIB 14' 1 7V" 74' 14" 1'A' 14" 1V' 1V" i'A' BLOPEIH2MAX — wIE 1 1 1 1 1 20-0' M'II' Ntl-0" 8Pd' d0'tl d0'tl 4G-0' 40'-0' De. O6. OB. D8. DB W. Og, /1 BLDG."A"EAST PLAN jn SCALE I/8"=1'.0" B Yi.. :49 _2PLAN @ ROLL-UP DOOR&CMU PIER LINE E 3/4"=1'-0" T - -r ._ROLL-UP DOOR. 12 ROOF INSULATION SEE 12/A2.0 127... sgo SRI BLDG."A"SOUTH ELEVATION HALL Az.G SCALE I/16"=1'-0• BN .L ....: f• v . ?I S m LINE ...- rr rr SEE STRUCTURAL. / BLDG. A SECTION POLYSTYRENEINSUL. MLE SCALE 1/8"=1'-0" BLDG."A"SOUTH ELEVATION BIN Az.O SCALE 1/18"=1'-0' a S.S.GALV.ROOF PANEL PER STRUCT, 2F 12 1"THERMAL BLOCK TOP OF PURLI _HimE R-13 BATT INSULATION ON TOP OF 1"RIGID THERMAL BLOCK ' - — —— B -- --- ily' q; �„ o --------- a��l ---------- ! :f, - C ......_'[ A -- - HIGH EAVE TRIM ASSEMBLY SEE SEI - _ STRUCT.FOR ATTACHMENTS Q BLDG."A"NORTH ELEVATION B" A2.0 SCALE 1/16"=1'-0" TRIG _ -____--__ _ 1 1I -----'-- - VINYL VAPOR BACKING FOR ROOF - INSULATION SHALL BE TAPED TO SAME FROM DRAG STRUT PER STRUCT'L WALL INSULATION AT THE TOP INTERIOR nunN u9r: a PURIBARRIERR-25 BATT NTER R HELD CORNER OF ALL WALL ROOF CONDITIONS IE Ir P III I;I rl ,F',i', VAPO EXTERIOR METAL lJi'' 0 tlg77l GtlI IpI I I �I II ICI II II IUNTERIOR METAL PASS STEM, STARRIER DING W/VAPOR -i 2 I PANEL SYSTEM MTL STUD FRAMING PER STRUCTL RBv OPTIONAL R18 BATT INSULATION _ B" BLDG."A"NORTH ELEVATION Az.o SCALE INS"=1'-0" ISN 12 TYP. ROOF INSULATION A2.0 SCALE 1"-1 0 — — DAT err err 9xa Mn.eTMD.� 6 S" 6 SOA 16NL err 8R R10 RIGID FULL HEIGHT—' FULLHEIDHT �FUNL XEIGITI` FALL EEIO IwAY PANEL — LINER-ELu 8WN08AT INSUL a LIf OPLVALUME UNE0.PAHEL. OALVAWME UNE0.PAYEL W ENALLWAYPANEL. WHrT SSG OW ORANGE RIRBAT NSUL. WHEN E%POSEDTOPUBLIC. WHlN E%POSED TO PUBLIC. SMOOTH FINISH R10R1010INSULAlIONQ d DIG4 D Mr.CMU WALL -PELF NUS0 pB REG. B NFORCEO ULOEOMNNO.U9r9 �j R19BATINWL EMERN)RMR eroINO. PANT. S NO OrG10X NO Ur91 Rif BAT INSUL A4 REO - -W„ITE HALLWAY PANEL• Mn.SIDING SEE ELEVS, 1`.�8, AOEN'V➢0. CMUNINWI—ASND LATED WHEN E%PCGEDTO PUBLO SMOOn1 FINISH. 1 WOONC.FSIEO CEUSRENFORCED A1, ULOSSIGNNOUW IA CEa ON NOVeD —0.19 BAT xe9UL — AT INSUL R218AT INSUL. PRIM BA }OTCPONNNALUSOMFCOTINI"G AB REO AB RED 1 MTL.STUD. dwDc.MaxPROVDEea•Lwe. i 1LAYER 61a'T•RPRd'TPE.%OVP TYPE.%OOw AS REG. µL a giEWuwML a01RDAPPLEDPASrALLPl PARNLEL SEE 6IRUCTUWEDMWINGS oo��CC NNY BEE9IRUC,UR4. STAG xC OEICH8OE9E'EW e•81EEL'P PUPIN 9fEE rPwnw —B' BiUO WNL. BrIpwNL 9'AI}LBPA WILL A9 PER AWT. &OR M'F i OC.MA% aOERSPEc. 6iRAGiIxiFOMWwG4 BEERVO,WEOMMNOB 9EESTPUCNFEOMWWEa FOR DETAILS. H F ELDVER Y µTEN1Y0.CWITYPE4135Cr1EW9 SCREWS. FCR OETMLS. FOR LETAYS. FOB OE}A Le. p ONSEDGEaaF ELO,AIMS T.B.OFFSET .S.OFFSfl 1.6UBGIRT PER6TRUCTL xM9N.OPFOSBESIOEOFWNYAIMTIPE PP09I S_M AINi TAKE +� She pAPOLNOALLAMb NiDWREWS NPW AI Y-PelY4, SE E 6}IWCTURB OMMN06 PM WTNL4 1 EST CTUREpUWNgS Fg10EfM'LS, _.. Pi CMU.WALL CMU.INSULATED MTL.ihr.TYP. MTL.1hr.TYP. MTL.N.R.TYP, MTL.N.R.TYP, MTL.N.R.TYP, MTL.N.R.TYP. F BLDG."A"EAST ELEVATION B BLbG."A"WEST ELEVATION OUTSIDE 1O INSIDE OUTSIDE O2 INSIDE INSIDE OINSIDE INSIDE< INSIDE INSIDE OOUTSIDE INSIDE OINSIDE INSIDE OOUTSIDE INSIDE O INSIDE Az.O SCALE 1I78"=1'-0" A2.o 3CgLE 1/18^=1'-0" Plan Review WALL TYPES By SAFEbuiit FURNACE I I u 10x10 /AII T Azl § C e kai 10x10 CL ____________________ ___ ________ OFFICE O OP Ram ONAry m a I I I i TO ET DR I I q a Ta r ---------- 26 �o SFICE -2ntlFLOOR 8 � n m U OF [11st FLOOR OFFICE (n K 3 3 m 12 12 B 2 �2 l OOF BRACKET = 1 S ] )R NON SiRUCTURPL III NON STRUCTURPL , _ r lul I v ROOF BRACKET. ' I T � = '� � - � I 8 m 1990 �_ � 138.0 199. B 9M FLOG - - 3nC FLOG n0 FlAOR SECTION @ OFFICE STAIRS D -� u� D . 1 L �k', 17T@1V=15'-7" ',Q" I� A 1za.5 u d ,z3s xs A V tef FLOG A 1N OOft MEG "A"NORTH ELEVATION BLDG."A"SOUTH ELEVATION scuE tns=la d BLDG."A"WEST ELEVATION scALE tre•=ra I I v LINE OFsG.LE+ne•=ro• c FLOOR ABOVE 0 m U lilt I II I ICI II Q" 12 R°RIGIDROOF W/R90BATTBETWEEN ROOF JOIST. 2 12 _ R20 RIGro RO F W L 'A.F.F.'.,. O /R90 BATTBEM'EEN HALF WAL �3'fi 12 O ROOF JOIST. ,a STAIR PLAN @ OFFICE °�" NON ROSTROFUCTURAL.BRACKET. M R21 BATT W/R-10 CONTINUOUS RIGID. A2.1 SCALE:tl4^-1'-0' TYP.ALL EXTERIORCONDDIONED—I-S 139.0 in 1. ____ _�________�__ b--�♦ § n0 FLOOR ' DROPPED SOFFR Q '---------- _-_-- R2I BATT WI R1101 C NDIIINED 138A - 1 EXTERIOR CONDRIONEO WALLS nP FL I n LR 1 tatF F-1-LOO ,.. -..... _ 12BS I _ st FLOOR SEC sEE smucnrRAi. _ __ __________-< SECTION \`..� -SEESTRUDTURAL. STEEL BEAM.PAINTED. STEEL BEAM.PAINTED. SEE STRUCTURAL. SEE STRUCTURAL. CMU COLORS&FINISH METAL COLORS&FINISH 4x4 T.S.SUPPORT.PAINTED. 4x4 T.S.SUPPORT.PAINTED. l'f - 1 z'RAILING. s!' O CHARCOAL T FACE. O CHAR OY T5 PANEL. 1/2"STEEL PLATE PAINTED.ATTACH INTO 4x4 T.S.SLEEVE.PAINTED. . CHAR O MCELROY TS PANEL. BLOCKING. ,� O C.M.U.GROUND FACE. 2 g DARK BRONZE 11" 1"TREAD NOSING I 4x4 T.S.SLEEVE.PAINTED. NATURAL GUTTERS,DOWN ! I @O - 1/2"DOG-EAR.PAINTED. O McELROY DARK BRONZES&TRIM -EXIST./NEW 1/2"STEEL PLATE PAINTED C.M.U.SPLIT FACE. STRINGERSEESHOP DRAWINGS '� WALL. / - 1/2"THRU-BOLT W/WASHER. OBURNT ORANGE METAL SOFFIT p c7 1Y2'THRU-BOLT W/WASHER. - J o b�� Q 4O DARK BRONZE PARTIALLY CLOSED RISER. .� VERIFY C N W Z 1@"ANCHOR BOLT W/WASHER. JANUS"ROLL-UP DOOR 650 POURED GC.TREAD. vEwwwi cc. � 1/2"DOG-EAR.PAINTED. 1� 650 SERIES.SILHOUETTE GRAY METAL SALES ROOF,MAGNA-LOC w GALVALUME W „ STAIR DETAIL 1/4"DRIP HOLE. Ar O McELROYEMl-1653 SCALE:112"=1'-1)" ,z STAIR RAILING 112"BOLTW/WASHER. si CHAMPAGNE MATALIC scALE:1 vz^=r-o• OR FIELD WELD. III ,� °�• NOTE:ALL CMU TO BE DRY BLOCK NOTE:NO SAW CUT METAL TO BE EXPOSED TO WEATHER. n BRACKET DETAIL @ MTL.BEAM/HEADER SCALE:1-1/2'=l'-T I _ B"'-- t�vuuMEL NERD 6� yam. 6" J 6 Fuu NsroHT - ,wEL. a""uvuuMETL nER PIuxi. C _ auSmvnmx6A& G p R19 SAT NSUL. w nEx c��1aP wHETN M. PANFi LINER SOUND BAT(NSUL J srvE �R� _;= w bf POSED TO PUBLc BMOOT GW SH.� R10 RIGIOINSUTATION AS RED. wl NC FlLLE D1S PD �� / _H w� \ J UL J/ XTEftORMR SpnG PI. wlitsaxr Fapn \ / `I ®4ao.c Kstcmm'ICE A'VPs. �✓ a y' r nI- rL= k MTL SMINGSEEEIEV'S. y). � �//II 334T NSUL SMOOTH FINISH. E SiRUL70Kn1 I/ - 'A III AB HEO R2I BAT INSUL� PLANT N J c 4B vs (( I 4J c Ee J P 7 / W W. MTL.STUD. I 'OC �' �" ,< dull I SEE STRUCTURE DRAWINGS 18"OR 21'O.C. / FE vER YJ Iuw nag Sff 1-11TFaP�E1°rIBi E60WPAA`4NNG9 I1L FORDETAILS. AS PER STRUCT. / m0 TeJs. /qII ` Y II / —,"SUBUIRi FERSTRUCT'L L�' sEEerwcTUN a41r w.oA also F EtucrUPE Ta �`Jlpl�ICU'I FpSce aL... CMU.WALL CMU.INSULATED MTL.lhhrr.TYP. DMTL.1h1.TYP. MTL N.R.TYP. MTL.N.R.TYP. MTL,N.R.TYP. MTL.N.R.TYP. OUTSIDE O INSIDE OUTSIDE O INSIDE INSIDE<3 j INSIDE INSIDE q INSIDE INSIDE< OUTSIDE INSIDE O INSIDE INSIDE,< OUTSIDE INSIDEO�/ B INSIDE Pian Review WALL TYPES By SAFEbuilt 6 A3.0 80'-0" L 5`8' L V.S. 1 1 1W L 8..8. 11'4" 8.-8. 5W lo'-o' II 5 F3 F� F3 x x ts W n W CD CD CD 4= CD ED ..................... --------------------- ------------------------------ ---------------------------- ------------- 1�--------------------------- --------- L L 10'-0" L L 1 101.8" f L 10'.8" 10..81, 10'-8" fL 8'.8" 8'-0" 1'4 24'-0' 36'0' DS. -1. <�� BLDG. "B" PLAN �3O SCALE 1/8"=:V-0" 6�411111 I OO 7 4 =1 G)7 B C & A BLDG."B"WEST ELEVATION 3 A3.0 SCALE 118"=1'-0" CMU COLORS&FINISH METAL COLORS&FINISH —MTL.SOFFIT DARK BRONZE. C.M.U.SPLIT FACE. McEUROY T5 PANEL. 12 "DRIPSTOP'CONDENSATION CONTROL 12 12 <�>CHARCOAL CHARCOAL -72 ROLL-UP UP DOOR. 12 21 McELROY TS PANEL. C.M.U.GROUND FACE. DARK BRONZE . . . . <�>NATURAL... .. ........... . .... .............. . ........ GUTTERS,DOWN SPOUTS 8,TRIM ............. McELROY DARK BRONZE C.M.U.SPLIT FACE. BURNT ORANGE METAL SOFFIT ........... DARK BRONZE C C ........... JANUS"ROLL-UP DOOR 650 ..................... ------------ �2 ........ .............. o B B IRA S'50 SERIES.SILHOUETTE G y A A METAL SALES OF MAGNA LOC GALVALUME McEIROY EMl-1653 BLDG."B"SECTION'\ �SEESTRUCTURAL- BLDG. "B"SOUTH ELEVATION BLDG. "B" NORTH ELEVATION CHAMPAIGN E MATALIC SCALE 1/8"=1'-O' \,A3.0) SCALE 1/8"=1'-0" \,A3�.O SCALE 1/8"=V-0" NOTE:ALL CMU TO BE DRY BLOCK NOTE:NO SAW CUT METAL TO BE EXPOSED TO WEATHER. 7—r-7 I B C 5 A r B A BLDG. "B" EAST ELEVATION �-O SCALE 118"=l'-O" FULLHEIGHT RE RIGID ' OILILTW LINER PANEL ULL XEIOIrt OR VOWLINER ALI� I LINES PANEL. N E—SEC T P-0. WHENEXPO Bk.GAI WALL NH. WINE MEL FS-6 AE PLANT. W, MDEMN LGIS ITL 111111NI, W, DESIGN HIS— 1V N 'RE."ALLWAI Pl&. /—MI.SIDING SEE E�S. ,D LED AS F SIS SAT WU.LL IN ARDTHE AS IN,Gm WHEN E—ED SM�FINISH. WIC Fk'ED CELLS REI KID I D .-ENS IS-INSUL PAIW WI —N M REQ, AS REQ ME— FOCTIxpP. "'" \ —IMI S.IT.ISNUL R19 BAT INSUL. Wj(;D N D. 1. EH ER MI. EN p EL M UD BEE BTRUCNPNTO N.W" SIGN. /I ME 84ME&RIMINGS D — SEES"WHIS—l—". ITMUNMT. IH-S,ED W... SEE—DE. BE--SPEC —NES—D-L FIRS. SEE-I— r—NE—NGE 101 DETAILS. —N 11 EF WI IM 112 FASTEN 11 E E.Wl—S-11qi REGNW NDNO EENEM I RELI NG EEGE8 A FIELD,—T 5&MET IENE-. 'BUMRT PER STRUCK FROM CFFC9RE RISE=—L T�l M—.M 'KNEIKS17E.M. JdMTIPE — AND-1- D=. SEEMUCTURE==MM�=, WMHDC=WWMD=01=V'GR L CMU.WALL CMU.INSULATED MTL.l hr.TYP. MTL.I hr.TYP. MTL.N.R.TYP. MTL.N.R.TYP. MTL.N.R.TYP. MTL.N.R.TYP. OUTSIDE<�>INSIDE OUTSIDE<2>INSIDE INSIDE O INSIDE INSIDE OINSIDE INSIDE O OUTSIDE INSIDE< INSIDE INSIDE< OUTSIDE INSIDE< INSIDE WALL TYPES Pfan Review BY SAFEbuilt 81P-0' Ds. w. Da Ds. o f MATCH LINE �- ---- ---- --- ---- --- ---- ---- --- ---- -------- ---- --- ---- --- --I-- -- r———— ——— ———— ——— ———— ———— ——— ———— ———————— ———— ——— ———— ———— C, ---- -------- — — --- ---- ---- --- ---- -------- ---- --- ---- ---- --- ---- ---- ---- — ---- P ------ ---- --- ---- -------- ---- L-- --- ---- -------- ---- --- ---- ---- --- ---- -------- ---- --- ---- —I-- -- L-- -- --- -- -- -- -- -- -- -- --- -- -- -- -- -- -- --- ---- --- ---- ---- -_-- ---- -------- ---- ---- --- ---- ® --- ---- r -------- ———— ——— ———— ---- --- --- ---- --- ---- ---�--- — --- --- —� --- ---- ---- --- ---- ------- --- --- _--- ---- ---�---- — ---- -- — ----- E Ds. DS. D8. D8. e CANOPY"C" WEST PLAN AA.D SCALE 1118"=1'•D" SEE STRUCT.FCR DIMS. ED s,Pa• w. e. Ds. Ds. Ds. MATCH LINE — ---- -------- --- ---- J ---- --- --- ---- -----�— --- ---- -------- ---- --- — --------�---- --- - ---- --- ---- -------- ---- --- — --- --I-- -------- ---- --- ---- ---- ----a,---- — -------- ---- --- ---- ---- ---- — ------ ---- --- ---- ---- --- -- --- ---- ---- . --- >------------- ---- --- ---- ---- --- ———— ——— ———— ——— ———— ———— ——— ———— —®— --- ———— ————IV---- -------- ---- --- ---- ---- --- ---� —— --- ---- ---- --- ---- --- ---- -- ---- -------- ---- --- ---- ---- --- ---- --- -- -- --J ---- ---- --- ---- --- ---- ---- - - ----`=---- --- ---- --- ---- ---- --- ---- --- ---- - r � -- ---j- ---- --- ---- --- ---- ---- -- -- ---- --- --- ---- ---- --- ---- -------- ---- ---- -- ---- --- ---- ---- --- ---- ---- ®-- - --- --- --- ---- ---- -------- ---- --- ---- --- --- ---- ---- --- ---- -- --- - ---- ---- --- ---- --- ---- ---- --- ---- --- ----�--- - ---- ------- dm I 1 ---_�— -- --- ———— ——— ---- --- ———— ———— ---\` � --- ---- ---- --- ---- ---- ——— ---- --- — 01 es. Lie. CANOPY EAST PLAN T rua.D SCALE iHB"=1'A" SEESTRUCT.FORDIMS. —METAL SALES ROOF,MAGNA-LOC CONDENSATION BLANKET GALVALU ME WI ORIPSTOP CONDENSATION CONTROL GUTTER a DN.SPOUT. I GUTTER S DN.SPOUT. I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 �TII II II II 1 ' I III I I I I I I I jlll I I I i j i I I I I 1 h II III III I III II 1 u I u I I u u I CMU COLORS$FINISH METAL COLORS$FINISH O C.M.U.SPLIT FACE. O MCELROY T5 PANEL. s TYP.SECTION T_H_RU CHARCOAL_CANOPY"C" CHARCOAL SCALE:118"=T-0" C.M.U.GROUND FACE. O DARKMCEL BR T5 PANEL. AAA DARK BRONZE NATURAL OGUTTERS,DOWN SPOUTS 6 TRIM GUTTER 6 DN.SPOUT. GUTTER S ON.SPOUT. ' C.M.U.SPLIT FACE. MCELROY DARK BRONZE BURNT ORANGE O METAL SOFFIT O DARK BRONZE JANUS"ROLL-UP DOOR 650 III) j r, II II j �j I i'I O 650 SERIES.SILHOUETTE GRAY METAL SALES ROOF,MAGNA-I 6 g a GALVALUME O CHAMPAGNE MATALIC NOTE:ALL CMU TO BE DRY BLOCK NOTE:NO SAW CUT METAL TO BE EXPOSED TO WEATHER. EAST ELEVATION CANOPY"CI' Plan Review Aa.o SCALE:V8'=1-0- By SAFEbuilt ,4' 1 1'd° i'd' 1'-0' 1'A' 1•A• 1'd' 1'd' 1'd' 1 i' 14' 1'A" 1'J' 1'd' 1'd' 1'-0' 1'-0' fA•. 1'd' 1'd' 14" 1 'J' 1'd' 1'A' ti1'b 1'A' ' 6A• 8'% 0'-0' a% 0-0' 8'% 4% 0'% B'-a 0% B'd' B'% 8'% 8'-0' 0-0' 0'-0' B'% 8'-0' B-0' 8'% 4-0' 11-e. r 9-0' I 5 wo .�._—--_1 9 5x16 5x10 , pm 9 � 15-10 B 3831 ?LL, 5x10 See 1oxio loxm lox10 IWO 6 xi0 1ox10 1ox10 1az10 iox10 10x10 1ox10 lox10 1ox10 ioxlo ioxlo 1oz10 6 ox10 ioxlo �°�R lox10 1000 lox10 lox10 lox10 1000 10#10 lox10 (21 ' 5z10 _ - - _ __— _ _—— _ PSc B'J' 01' 0'1 ' 0'-0' 0'J' 1J' 1 J 1d 1d' d' i11' 1-0' id 1A 1A ',.1 d' fA" 14' 1`d' 1'd' 1'J" 1'-0' 1'J' 14' 1'-0' 1'J' 14' 1'd' 1'd' 14' 1'd' 1'd' 1 1 wIE DB. BLDG."D"WEST PLAN as.D SCALE ._1'-0" i a _ — 4, SEI BLDG."D"SOUTH ELEVATION A5.0 SCALE 6'=1'.. - 1 J•nuic"O Nf J i J t J 1 -0' 1'J' 1'd^ 1'J' 1'A" 14' 1'd^ 14' 1'J" 1'1 T-0' 14• 1'4- 14' 1'd' 1'J' 1'-0' 1 i'd' 1'd' ,'d' 1,J, 1';• t,d. 1 B'4' ow 0'4" BA' 0-0' B'% 0-0' 0-0' B'% 8'-0' 0'-0' 0'-0' 6'-0' 5`0 V o & o o o ,n N w U N U H sr 8 8 B 5x10 Y_ 6 MONI 5x10 Y e 6 ,4� 5x10 v 10z10 10,00 1000 10x10 lox10 10x10 6 10 lox10 10x10 10x10 10x10 " `" wo 4 - 8'% 0'I• B-0' 0'-0" 0'-e" 4-0' B'-0' B-0' 8'.B' 8'% B-0' 0'% e% B-0' 0'% B-0' 4-0' 0'-B' B'% B% 0'% B'% 0% B-0' 0'-0' B'-0' 0-0' ttl% 1 V' 14• 1'd' 14" T-0' 14' 1 V' 14• 14' 14• 1'd' 1'd' 1 V" i'd' 14' 1 V' 1'd' 1'J' 1'd' 1`d' 1'J' wIE 1 1 1 aR. as. Ds. BLDG."D"EAST PLAN T .cRun� AS.D SCALE I/16"=1'-0" BLDG."D"SOUTH ELEVATION as.D SCALE I/i6" dd0 1 a - nine 6 BLDG."D"NORTH ELEVATION nS.D SCALE I/16"=1'-0" —LwE-1 TKII Y�F 6 BLDG."D"NORTH ELEVATION � B ,ss.a SCALE 1/i6"=1'-0" Re Mal CMU COLORS&FINISH METAL COLORS&FINISH OC.M.U.SPLIT FACE. O McELROY T5 PANEL. CHARCOAL CHARCOAL L g^L s, 6„ 8 DA ROOF INSULATION O McELROY T5 PANEL. SGW EE DETAIL I2/A2.0 12 ROLL-UPDOOR. B 2 DARK BRONZE w UME LINER MEL WI EHESWADmweLan wRER Ex eioio nua.�c. uxEa Bu�EL. C.M.U.GROUND FACE. ,--, ONATURAL iariNc1uioa�"soFaRcm R,B�„ L x,ERIORM,L.BIDwD. L ahim O GUTTERS,DOWN SPOUTS&TRIM �i;r�nscosr.FBOMEoon ' ns REa NSL McELROY DARK BRONZE Naooc N"zP°BOBowoE�ws -- C.M.U.SPLIT FACE. sEE s,nuc,us�L s ,air L wn o,a aueiw. . w OBURNT ORANGE OMETAL SOFFIT Ns" AY rw, a lil Q, DARK BRONZE urn ,raExcw. N MR.,uowuL ns Reo G �: 1i of JANUS'ROLL-UP DOOR 650 N Eos so MR.—.. ml O 650 SERIES.SILHOUETTE GRAY .., ummrsa�w I = -:,:.:: = _ I � sEEsrwc,uBEorwvnncs R>aoErnLa ON BLDG."D"WEST ELEVATION O6 METAL SALES ROOF,MAGNA-LOC CMU.WALL MTL.1hr.TYP. MTL.N.R.TYP. MTL.N.R.TYP. GALVALUME Sh nfis SCALE OUTSIDE O INSIDE INSIDE O INSIDE INSIDE OOUTSIDE INSIDE O INSIDE SEE STRUCTURAL. McELROY EMI-1653 R10 POLYSTYRENE INSUL O CHAMPAGNE MATALIC B BLDG."D"SECTION WALL TYPES Plan Review J as.D SCALE 1/6'=1-0^ NOTE:ALL CMU TO BE DRY BLOCK NOTE:NO SAW CUT TOMWEATHER.ALT BE By SAr iSii"lt — - - io'-D" CCESSIDII ITv ACCESS DETAILS C RESTROOM ELEVATION KEYNOTES /•1li li C DL._ I 1 /'1 lr GJ J G /'1 LJ O e"CERAMIC TILE BASE.TO MATCH FLOOR. O\ GRAB BAR O // 3 TOILET PAPER HOLDER ' PAPER TOWEL VERTICAL O 30124-W MIRROR,VERIFY SIZE WITH OWNER DISPENSER rGRPB BAR / ® D /AS B OS SSURFACE EE OWNER SPEC MOUNTEDLIOHT FIXTURE �(I• HAND DRYER SEE OWNER SPEC. 2 HORIZONTAL SD / O7 SOAP DISPENSER LAVATORY GRAB BAR FLUSH VALV URINAL TOILET PAPER „ O LAVORATORV SEE OWNER SPEC. LOG4TED To HOLDER WIDE SIDE OF ST. E 9 P-LAM.WINSCOT 4'-0'AFF a y, 10 TOILET SEE OWNER SPEC. HOT WATER M FINISH 11 INSULATED DRAIN PIPE R Fq &DRAIN PIPES FLOOR SURFACE MOUNTED COMBINATION LIGHT/ - 1 UNI-SEX TOILET ROOM 2 EXHAUST FAN/HEATER CENTER IN ROOM ABA SCALE•1/4'=1'-0" 13 VANITY SEE OWNER SPEC. 14 FULL LENGTH MIRROR OWNER SPEC. SEE OWNER SPEC.FOR ALL FINISHES AND FIXTURE SPEC. 12 12 1 NTS FIXTURES ACCESORIES e 4 8 S T S TOILET ROOM NOTES: 11 m 1. A CLEAR SPACE OF SUFFICIENT SIZE TO INSCRIBE A 60"CIA.CIRCLE W/IN THE SANITARY FACILITY ROOM. 2. FLUSH VALVE SHALL BE ON WIDE SIOE OF TOILET AREA. 3. 44'MIN.FROM FLOOR TO FLUSH VALVE. 5 LB.MAX.FORCE TO OPERATE VALVE, °T 'NSj S• SEE ACCESSORIES DETAIL FOR HEIGHTS OF CMB BARS AND ACCESSORIES, CLEAR, LEVEL § N v Ih �bT�T ........... pWf'N m ,FLOOR SPACE ? t4 2 N N 24" MIN. ..... 2''0" 11 1 N.NBN'NA{ , Or MIN.CLR. EXT. DOOR wA NN UNI-SEX TOILET RM...MR °' 18" MIN. zLINI SEX TOILET RM. e Mlx _ Z.-GINS__ MM, INT. DOORS unAe INTERIOR ELEVATION INTERIOR ELEVATION SCALE:il4"•1'-0° /� a SCALE:1/4'=1'-0" "• WIT. N PULL SIDE 1r 4rdIUBBARvARA dR"FA5FA III yypp �-.0— ,, j y " K" PUSH SIDE 12 !8 �IS wuLeduu, °e'4r M 12 °°'MIN.CLEAR L MEE cMxxxce idEf S r��MARNR. II a � / PLAN SIDE ELEVATION FRONTAPPROACH \ �CLEAR, LEVEL \\ o ..�LOOR SPACE \ a B ._. I...__ 1 1 r uu 21 NTS LAVATORY CLEARANCE 3 NTS TOILET STALL CLEARANCE — UNI-SEX TOILET RM. UNI-SEX TOILET RM. t M INTERIOR ELEVATION INTERIOR ELEVATION SCALE:1/4"=1'-0" D °�' ADA ROOM AREA FOR ACCESSIBLE AREA FOR ACCESSIBLE L� O SCALE:1/4"=V-IY IDENTIFICATION SIGN HARDWARE HARDWARE PULL SIDE EXIT SIGN /� SEE DETAIL l A 1—� SEE DETAIL 1,tl�N PUSH SIDE i ■ jqI 14 II A g STRIKE SIDE¢ � & STRIKE SIDE OFDOOR f b OF DOOR SI / 1P KICK LATE ,! k 10'KICNPLATE i ® // PUSH SIDE OF HINGE SIDE APPROACH o / PUSH SIDE DOOR d 11 EXIT DOOR ...... ... .... CLEAR � 1 1 &UBLIC RESTROOM DOOR SIGNS FL G I--OR SPACE y CORRESPONDING GRADE II BMILLE �2nd FLOOR OFFICE TOILET ROOM A INTERIOR ELEVATION LETTERING RAISED 7132' SCALE=1/4"•1'-0' /� SCALE:1/4"•1'-0" EX!T PULL SIDE I 12 12 PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR.LETTERS AND NUMBERS ON SIGN SHALL BE RAISED LETTER&NUM111I SHALL BE RAISED I/OT I, -B- 1132'MIN.SHALL BE ST HIGH AND SHALL BE UPPER CASE SANS SERIF TYPE&SHALL BE MM >r f g 4 SAN-SERIF UPPERCASE CHARACTERS ACCOMANIED BY ACCOMPANIED WITH GRADE II BRAILLE. GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST MB'HIGH,BUT I NO HIGHER THAN 2' J� LITERARY BRAILLE STANDARD DIMENSIONS: 19 B DOT DIAM. .059INCHES LATCH SIDE APPROACH m INTERIOR DOT SPACING.0901NCHES *48" IF DOOR IS EQUIPPED WITH 10 UNISEX GRADE 2 BRAILLE HORIZ.SEPARATION .241 INCHES BOTH A LATCH AND A CLOSER. BETWEENCELLS 5 i Ey ' VERT.SEPARATION .3951NCHE5 AaCCESSIBILITY SIGN DETAIL BETWEEN CELLS T 18" O EXIST SIGN DEIAIL INTERIOR ELEVATION , A8. B 4 NTS ACCESSIBLE DOOR SIGN 5 NITS EXIT SIGNAGE 6 Nrs NOT-USED SCALE:1W'=1'-0" *INITERIO 12 R ELEVATION SCALE:114"=1'-O" SWITCH THERMOSTAT ' 1B" u o MIN u RECEPTACLE � DISPLAYCONDITONS OUTLET � yI ma lllll LLLlllf �ILR. 3 nrtivnS ,< Z 10 PIRA Review NTERN4TIONPLSYM&OLOFACCESSI1IUTY __ _ __- ___ ___ I- INTERIOR ELEVATION By SAFE:bUlit 7 NTs ACCESSIBILITY_SYMBI NTS THRESHOLDITRANSITIONS 97 NITS MISC.-MOUNTING-HEIGHTS 10 NTs DOOR CLEARANCE SCALE:1/4"=1'-0" MATCH LINE ' EXIT Im oxlo 1ox10 1ox10 ox n ioxio ioxio toxlo 1000 10xm 1ox1B ox10 1ox10 0x10 111 lazm ox n 10>,o axlo 1ox10 1-10 1ox10 iox10 lox 0 1oz10 tOxiO 1ox10 n(10 71x0 ioxl -- — .E a 175'—�— i 9_____ __ ____ ____ 145 'J .T. ___________________________________________________ ____ ""' _________ "'— PEI N MMN USE MWNiiNG MAXUFA[NRER FINISH roLOP MOOELXUMaFR taMv.tUMErv3 vOLTAGE,WATIS roNxMFNT3 _ _ ___ __ -_ ____ ____ - -- ---_____ ___________ ----___ ---__ _- _ _ T ____ _-- _ - --_ ____-_ _ __ - -- ---- - - __ __ _ _ a HALLWAYS SURFACE RAe WXItE '8WU LEU 15xs v EXIT d 10z10 II S 10z10 10z10 1ox10 10x10 ••o J,c ,o c ioxlo 10z10 10xio 10x10 1ox10 31 iTE BAC%UP SO INUTFSMIN. ® I I N o l Ex5 BEI—B NAILWAYS SURFACE PPB WHI PggOBWU/E2 LED '11V �a 99 o N Fq� SOS Gp CLIENT TO VERYIFY RCP EXIT IT u o 3 (t SroMGE UNITS B WHITE 890U/MJS 2PV -_ / 5x5 B T 5r5 unovr Su a BrtoNZE snas LED m D.cu_ cvsENsoR ————— ~..o" ;3 E TIT os as ,4, ,q ,q, PF q q, B 5,s E IT o pS WALL RAB BRD: D D 1ax10 1ox10 1hs4 .,i0x5 lhfi_ 1ox10 10x10 ioxlo A G " A IF 3 D ® x 10410 x s _ f B 4A -- "FmiEL WPIEOSB/F LED FPwr',ELEC.SHOPOR0.W NG5 -�- --- -- - - -- , 10%10 10 10 Ham, P R:a r R0.8 BPO BIW:E "° _"° BLDG."A"WEST RCP&EGRESS PLAN (D WjE OFFICE SPFNDED LITHONIA BLA -xDLiL4FTMSL4�A14d(1013ALMFZOI� LED I.—-V 40W lATO_ — \� SCALE i/16' BxEAxRW - UTHDNIA WHF 2 ,L>s4o a ZM LED —1.my • O FFICE - rED LED -V aU — 15 BI t THONA MATTE C BI: ,6:;U10-21RDel LED %I- a5W MATCH LINE / aRONZE s5sT3wlei 105DIm z Q.us Isola AE= :Bo wwTE LED znv , BE 10 71x10 oxn 1ox10 oxTO oxla ioxm 1ox10 oxla 0xm oxlo oxlo oxlo q10 oxlo 10x10 1ox10 1ax10 axlo 0x10 1oz10 oxlo i0xm ox1D 1ox1IEEE H 77-1 F NG PLAN. --_ - ----- -- -- --- -- -oxio ----- 'SEE SHE ETAT.O EGRES3 PIAN3 FORLOGTKIN OF EXRSIONAGE. = i _______-- ----- -----_..__—______ ---_ _ ___________ __-__ ---_ SHALL COMPLY W/WSEC,SECTION 04055.2.2. 1(IT T 150' y B —� 175'— may-�T1 _ ___________________________________________ _____ _ _____-1_n___________---__________________ -_ __ ________-________________4 ___�__________-___t,••• LIGii LCCATIONSTBOBYEIECiWCAL CONTRACTOR.(BIDDER DESIGN) PACK_OCA'ION: _-i--• 11 -__-.._-______________-__.._______, -__ __--..---___..--- . .- ,- .- - -- -- -__ __----_ _ ----__ ------ _1 ___________ OPPOSHE SIDE.THIS ISDEPENGANTONTHETYPEOFFIETIEEB, - + LE 10x10 IWO 10,10 iox10 tox10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 �L 1 SwS AND OBSTACLES SUCHAS OOWN 9POU13. LECTRIDAEO OF4CUMINAI PLANER I N N B SxS 1 NTINGDIAGRAM TMUSTMEEII LAN IHATOEMONSTRAIESTHEIs ILESATGM RMUSiMEETPLL L(M.4LCODES. 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CANOPY"C" RCP SCALE 1/8' PREFERRED MOUNTING LDCATION: CORRIC LIGHT WA:LMOUNTEDExI.SIGN W/WI ^UANC MOI.NT@CDN REDO OR_01 MO ':]"0 OR TOP GF BO%@FEE OF DORR]OR SYWHNNEL WALL FJGF' O/MTF GH4NNEL E%li IF RED EO'G TO BEMWNTED 1 ry?.UNIT @CENTER OF CORRIDOR, 3Y WHITE lYP'WPRIOOR ttP.UNR J�UN� M. SB'S'SUSPENDED IANNEE 4'MPX jD W. -CONNECTION N TO TOP RECESSED FIRE FRE EXTINGR BO% TC..'ABOVE as as IS I i as I �) IRRIDOR WALL. EM6Vl,RBOx C 111031VE (NON CORR091VE y' V cdd+'a� RE MAIERIPt) PER^.DOESPACINGAS sFIRE A m FMRCODE TABLE F MOUNTING §3 ��♦ 905a11) 'l HEICH.. m a OS }(WI PIGTALE 5 jFU\RE - -----, ---- — •-- -- ----- -- ------ -- --------� aooR )ETAIL FIRE EXTING'R MOUNTING HEIGHT MOUNTI BLDG."NG HEIGHTS MOUNTING HEIGHTS "B"RCP n1 s�B.Ms scAiE.Nrs acxE.rr/s AT.G SCALE i/S NOTES: E AL„L-„L,NE EXIT ,_______-_ ,_________,.,—____ •EXIT SIGNAGE AND EMERGENCY EGRESS LIGHTING TO MEET Sz10 `--__---'`----------'`-------'`___—'`------�-�—__--`•`--"-'`-_--�I`—----'` 18C SECTIONS 1006,SECTION 1011.1.,&1011.3. ELECTRICAL CONTRACTOR TO VERIFY ALL IBC AND Re Sx10CITY OF ARLINGTON,WA REQUIREMENTS. M. I Sx10 • I ! ll EGRESS( (2)�3 1.)IG AS PER IBC,�4.)&(5.)&1006.311. 1006.1, 1 063 _ 5x10 os as ELECTRICAL CONTRACTOR TO VERIFY ALL IBC AND _ os os Ias os as as Ios as os I Ios os os os as os as as as qB CITY OF ARLINTON,WA REQUIREMENTS. 5z10 ( — ' tOx10 10z10 10z10 10x10El. 10x10 tOx10 10x10 10x10 tOxtO tOx10 10x10 tOx10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10z10 tOx10 1010 • 2015 IBC SECTION 1016Wo _____-__ -- ______ ._._______,,________. --,.—__ -- ,__________- ,_____—.,_BOILER___,,___ _______,.___._____,'..,_______, ____.____ LONGEST PATH OF EGRESS ____�—____J _E 1004.1.1.2& • EXIT ACCESS TRAVEL DISTANCE SECTION 1016 DA =CRESS WIDTH SECTION 1021.2&1024.5 BLDG."D"W EST PLAN /11 w E EXIT ACCESS TRAVEL DISTANCE SHALL BE IN COMPLIANCE WITH Sc aT.o SCALE i/S"=1'-0' 2015 IBC SECTION 1016 TABLE 1016.2,St OCCUPANCY WITH AS SOFT. OCCUPANT LOAD EGRESS WIDTH PER OCCUPANT SERVED PER WASC SECTION 903.3.1.1.MAX TRAVEL DISTANCE NOT TO TABLE 1004.1.12 TABLE 1005.1 EXCEED 20'. L SOFT, 22,400/500=45 45 x0.2=9 Q TYPE SLB ABC PORTABLE FIRE EXTINGUISHERS W/RECESSED ILL BE IN COMPLIANCE WITH 2O12 IBC SECTION 1016 TABLE 1016.1,S1 OCCUPANCY WITH NON CORROSIVE CABINETS SHALL BE MOUNTED ON INTERIOR EM AS PER WASC SECTION 903.3.1.1.MAX TRAVEL DISTANCE NOT TO EXCEED 260. ._• ---..—___,__—.'—____--.._---__•'_--___ .-----. —__--..---- ---- -----•'------.'----- --- ----"-----------••-------"------------,--_--._:,.----------_..-----.'----_—"--__— - _-_---„-_____- ---_. I PARTITION WALLS ONLY. MOUNT SPACE AD PER SECTION 5x10! 906 2012 IBC&2012 IFC.75'MAX TRAVEL DISTANCE TO (TURE SCHEDULE o o o x K 5xt0 EXTINGUISHER.MAX MOUNTING HEIGHT MAY NOT EXCEED 48" MaRINRnImF F'INWCda cafto n�„>NEatcrmmeme U H N N "' - MAYTO EXTEND PARTS. TYPE5LB ABC PORTABLE FIREEMINWIBHERS 5xi0 MAY EXTEND A MAXIMUM OF 4"INTO EGRESS PATH. SECTIONS 1003.3.1 THROUGH 103.3.4. SIT os qs os as as os os os as as as Sx10 Too Tro TBD ASKRM121K SECTION 1011 � 1 � � o ,ox10 0}10 0x10 1ox10 1ox10 IWO 1ox10 iox10 toxin 1ox0 low " " SAFEbui lt o ERlan Review W E BLDG.' EAST PLAN J aT.o SCALE 1/8'=7'-0" STORE FRONT SCHEDULE NOTE:FIELD VERIFY ALL OPENINGS BEFORE FABRICATION. NOTE: ALL H.M.DOORS TO BE FACTORY PRIMED. DOOR SCHEDULE FIELD VERIFY ALL OPENINS,DOOR SWINGS GENERAL NOTES: 0 Q &HARDWARE W/OWNER PRIOR TO ORDERING. -- #OF GROSS SIZE INTERIOR ROLL L UP DOORS (WxH) LOCATION AREA UNITS AREA DESCRIPTION U SHOC REMARKS: MARK QUANTITY TYPE WIDTH X HEIGHT LABEL U OOR MATERIAL JAMB MATERIAL HARDWARE REMARKS Interior Storage Doors&Hallways ALUM,STORE FRONT AWNING WINDOW LOCKSET W/APPROVED CLOSER. PROVIDED WEATHER x T-O" OFFICE 5 2 10 ANODIZED BRONZE FINISH 0.35 0.40 CLEAR GLAZING 3 SWING(1 LEAF) T-0"x 8'-8" NR 0.37 OLLOW METAL HOLLOW METAL W/TRESHHOLD.VERIFY SECURITY STRIPPING&DOOR SWEEP 1.Product M W/OWNER.ALARM ALL EXTERIOR DOORS. Q ALL EXTERIOR DOORS. 4 1 EACH ALUM.STORE FRONT SLIDING WINDOW CD3 I"x T-0" OFFICE 27 HOP HAND 54 ANODIZED BRONZE FINISH 0.35 0.40 CLEAR GLAZING LOCKSET W/APPROVED CLOSER. VERIFY DOOR DETAILS a.Curtain shall be Grade E(80,000#min. S 2 1 SWING(1 LEAF) Y-0"x V-8" NR 0.37 LLOW METAL HOLLOW METAL W/TRESHHOLD.VERIFY SECURITY W/VENDER SPECS. yield)galvanized,26 gauge steel. It shall be ALUM.STORE FRONT CLEAR W/OWNER.ALARM ALL EXTERIOR DOORS. deep roll formed and lock seamed together I"x 5'-B" OFFICE 33 2 86 ANODIZED BRONZE FINISH 0.35 0.40 TEMPERED GLAZING. P to make a continuous curtain to full door ALUM.STORE FRONT CLEAR LOCKSET W/APPROVED CLOSER. VERIFY DOOR DETAILS x 5'-8" OFFICE 53 1 53 ANODIZED BRONZE FINISH 0.35 0.40 TEMPERED GLAZING. O 1 SWING(1 LEAF) T-W x V-8" NR 0.37 OLLOW METAL HOLLOW METAL NO TRESHHOLD.PRIVACY LOCKS W/VENDER SPECS. height. Curtain Shall be protected with a TOILET ROOMS.VERIFY W/OWNER. vertical wear strip at each drum wheel. ALUM.STORE FRONT CLEAR VERIFY SECURITY WI OWNER I"x 8'-8" OFFICE 52 2 104 ANODIZED BRONZE FINISH 0.35 0.40 TEMPERED GLAZING. VERIFY LOCKSET W/APPROVED CLOSER. VERIFY DOOR DETAILS b.Guide Assembly shall be 18 gauge �Q 3 SWING(1 LEAF) 4'-0"x 7'-0" NR 0.37 H LLOW METAL HOLLOW METAL W/MAGNETIC HOILD OPEN W/VENDER SPECS. galvanized steel with pre-punched holes for ALUM.STOREFRONT CLEAR I"x 8'-8" OFFICE 75 2 150 ANODIZED BRONZE FINISH 0.60 0.40 EMPERED GLAZING. CONNECT TO FIRE ALARM TEMPERED RE-CITE the IDCk and anchors. Protection Shall be provided to prevent steel to steel contact ALUM.STORE FRONT CLEAR O 3 SWING(1 LEAF) 3'-8"x 7'-0" SO MIN. 0.37 OLLOW METAL HOLLOW METAL LOCKSET W/APPROVED CLOSER. G.C.TO PROVIDE ALL between curtain and guide. 1 x 8'-8" OFFICE 30 2 80 ANODIZED BRONZE FINISH 0.35 0.40 EMPERED GLAZING. VERIFY WITH OWNER. REQUIRED SIGNAGE. r f ALUM.STORE FRONT CLEAR VERIFY DOOR DETAILS c.Bottom Be extruded 6063-T6 Aluminum x 7'-2" OFFICE 80 1 80 ANODIZED BRONZE FINISH 0•60 0•40 TEMPERED GLAZING. O T.B.D. ROLL UP VARIES NR METAL METAL LATCH W/VENDER SPECS. with an 1 1/2"x 1 1/2"X 1/8"painted Steel ALUM.STORE FRONT SPANDRAL GLASS CYLINDER LOCKS angle and a vinyl Continuous tubular type 8 I"x 4'-0" BLDG."B" 35 3 105 ANODIZED BRONZE FINISH 0.35 0.40 COLOR TBO. weather strip. Assembly shall be lock to the NOTE:ALL EGRESS EXIT DOORS SEE IBC SETIONS 1008.1.3.4,1008.1.8&1008.1.8.3.SEE TABLE 715.5.3 FOR ALLOWABE AREA OF GLAZING. Curtain. RONTANODIZED BRONZE FINISH PROVED CLOSE d.Wings doors 6'-0"and less shall should R. VERIFY SECURITY have"one"any door over 6'-0"should have RM ALL OFFICE DOORS. "two" helical,oil tempered torsion springs. OCKED DURING 3'-0" Springs shall be engineered for long life and RS / \ / easy door operation. IT EQ. 3'-4' EO. EQ. EO. e / e 2a ® Y Y e.Support Bracket is formed from 12 gauge galvanized steel with pre-punched holes for spring alignment,guide attachment and e'.G. Ll spring adjustment with a deep drawn 3'-0' bushing for easy low friction fit with the door axle. O § O § N 1 FI 30 30 30" a a =17E § f.Paint Coating applied prior to roll forming O O O3 VARIES by the continuous roller coating method. This includes brush pretreatment,prime M4GNETTIC HOLD OPEN. MAGNETTIC HOLD OPEN. _ coat,and medium gloss top Goat with CONNECTTOFIREAUAMASPERCODE. CONNECT TO FIRE ALARM AS PER CODE. AUTOMATIC DOOR CLOSER VERIFY AUTOMATICDOdi CLOSER.VERIFY polyester P Y oes er am system. Color shall be EQ. 3'-0" �� WI SPRINKLER AWtMCONTRACT. 1, - WISRiINKLERNATAICONTRACT. Verified by owner. EO. �� 8'<" 14 GA METAL FRAME, 14 GA METAL FRAME, GROUTED SOLID GROUTEDSOLD EQ. EQ. s'-D" Eq. EQ. g.Locking device(Door Latch)shall be a two OPTIONAL ® o�rmNU10D%%Ly5QE wrmruou,�L� F, part double plated 11 gauge Steel. Locking KEYL ELECTRONIC pM611PHO O10N'bY Hagen COOT 1HD byHpen ADRMY4fxabWTO14 MER PEMNO INIMHINIby PEMKO aP.mWHIrGR°$r �a device shall provide for use or removable 00TEMPERED GLASS Y § FMPEREOc A63 ' A cylinder type lock mechanism. All latched vEniwwlo°rtK+ER K Iw OYMER to be STAINLESS STEEL. DOOR STOPMOLD OPEN RR HPAOWAREIFNO yy DOORPANETAL DOLLOWMET01 T. h.Inside Door Stop deep formed from 12 m MAGNETIC HOLD OPEN. Y DOOR PANEL OORPANa ALUM.DIAMOND ALUM DIAMOND gauge galvanized steel,with pre-punched a q-0• PLT.KICKPLATE G 4,-0„ PLT.KICKUSHSDE ATE hole3 for attachment to both guides. Sharp / PUSH SIDE O O points not accepted. O i Lift Handles are made of galvanized steel with an easy grip and provision for attachment of a 1/4"nylon rope with polypropylene core reinforcement and tied as a loop. 2.Execution Installation shall be exclusively by manufacturer's trained installers or by an experienced D/B crew. Installation shall be in strict accordance with manufacturer's printed instructions. 3.Optional Features a.Ball Bearing Brackets: Roll up doors larger than 8'-8"wide shall be provided with a self ball bearing securely welded to the door support bracket. T b.Insulated Doors: Insulation to consist of two layers of aluminum nylon film laminated to the outside of two layers of heavy duty 1 polyethylene air bubble cushioning. Material shall have an R value of 4. A rigid vinyl side and top draft stop seals against the Insulation or door curtain and header. c.Kynar paint finish: Shall be supplied by a F Kynar licensed paint applicator in strict M accordance with manufacturer's Instruction. Paint applicator to supply standard warranty to the Owner upon completion of the project. _ 5.ADA Compllanee a.All Roll-Up Doors to meet code operating D standards as per ANSI sections 4.13.1 thru S 4.13.11. &WAC section 309 operable Parts. Section 309.4 Operation. Operable parts I shall be operable with one hand and shall not require tight grasping,pinching,or twisting of the wrist.The force required to activate operable parts shall be 5 pounds (22.5 N)maximum. S Flan Review By SAFEbuilt PE ..� Component 9 a ery ..• ',q R2 R3,&Rd erg 35tnrlesard.11 Rt Qxrx=ercNl FtugdYSy.rcluamo its,h3,&R4:;te 35tOria58nd ak Rt -'ea,...]s, 2016 VSEC carpals-Porrcsfor Comrerckl aulanys CncWdmg R2.R3.&Rl over3 all orles and epR1 ""_"""""' 2D15+A6_C Cb1ry�Ge0ce Potns Cor Conmereial Sugd of -`ENV-UA 3f 0 4lz9f2919 Pro tPHe: c age dg. 9e - Pro tTCCIe: mgs moWd9g R2,R.4,41t4 over3stords era eq Rl Proteet ntle Rp Wro 41z/2-9 jec Royal Self Storage Bldg."G"Stonge Data 04/29/2019 SE lac Norte Apdju _ rage Oda. 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Greg Moore 9roasa g 9a For Bugd Ek 1 1 r 30.05 t --+>r�.3.Nnen:L'Re / 425.41-1040 Skylight Area as%grPss rom area Mail Target 3.0% Fenestration Area r� ar�r war area a.z% n a om cast oat rer t 3.el, gmoorea<si :: Skylight Area ?gi g ..r n:...<.. taa< ---yx a,u x:a t E au gnfficamcaat 1 A --_$... Porren pose --.._... roe [project P _--=` ❑,,.::, �_.....�.� n _..._.. ❑Alleralcn. 9 i i ' .,.. Chou aDescri Description A _. --.-_v_-- Ins R Ran Proposed tYi Tetgmeter cal Q.,re i4 Al,1d+,t; itl Ar ;t,rlaz Qh.o-e"Jse ..._(Toot waorw Bu lain 6'.H FiantthNad#FfacN...Sea._..&TetVaea fe,to:'..xre,xna.,. ;..UA(t7xA F-factor xet+rnnR+ -'Ja .xA1 F y�F}j1L r, ,...��...� .. - R 5 poneM�rDedq}F-factor Samoa$ebkw° P-factor'xhtrbwdr =LIA(UxA F-taator Perimeter UA(UX A) g .h 24 _�(�` m t Pr at10. T tUA 4 +i.R1 7 1/20 e.T.6 0.549 eo4 W R 5 ( 0730 i2,30 a9T.9 0 540 1230 ( ntl R2 R3 Rd er,ctora� ti FSaBd Use ' R- t C cam t r na a,.,mabns 664.s I sao-a caeda oba e g 30 r- Stao-GrtG ce -F-054 I �Fnvelc F e Comlliasrce Path n0e IR= *Res crpfMa f'S Corrx,onent Pon 0.$59 toe able fOr,'ns w m R= g,b k,fl...a dtb rungs}Sertheekd (�-ear-earls Fteatad Slab CJn4ede F-0SS n g R_ soac,., os,,at,t,=�,>,an '�E- s Component Performance 7 0 Standard G C?saa0e of ore op nwrCor,,t:0ung ti'j Se-healed Scnadue O Ofacaar 3uurea9iO s yFw ebD , F'- dcUa LAfecror xA.. (Ae -UAIUxA ufactor x Area(A)_UA U.A) C I Ilion TYPe t Etry uA wrw to r d Fr, n a.s .' ,. (,N) JA�Jx Cl fa /cea,A •.s UxA Salactronr - Addit t6 ere Rmini Orr- C}(M SE aloe n FD - egGC fo O ana0 e ❑ _ 9 p r t __„„ _- _-.-, .107o, 2D%Lf7.A croA4 0'50 Z3 13.S 0 3 d> 3z.2 old ENV.LiGG kirms- OUaq s g Ora U-03T Ut 1 �t. en tat',dxaAdexna00.26 £ a1W.i{i),25%9gzn To comp/dornapSYrabb rdiag tAs male »,s 15%Iom4rthanMe7arget tlA. 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C406 ROd aAr tlfR atb r rent eoues not exceed 0.2A ,hic All Aaave bretla %Vedkffi >' i 1 keg Yh t: .i roar-Neal Fvanw UD.30 i ...as c&.. , re,s,.rW;e r=.m srp reo,r.d,ocn vv Tit bed by '.^.'all Az?a nes 100 equals rrcnestratun �'i W IA-,'i Frank e U-030 tl � t 12400.0 X100= 0.2� ( Vertical Fenestration and 7 a..--., Gross[.teror :R19 BATT q $ , 0.08 6666 as6.T o.36 ±99] 75e a Gras al.1-1 ( Skylight Area Calculation F ,: ahwe omde %vartwd .� Maml name.Fo d U-a 3,e o...-._ R/80Arf ..__. -_- "-p08 6656 364.a - ne z923 .- 4 t tlts tied by Ror Area limes tc0e 1, Skylight .... �b8.7 dNUad by Y✓a1Area (rw.t00 oova5 Fenestretbn 0.0 X100= wA., ,ame. e< u,;A rul v,k I Id 0.0 - 12400.0 X100= 0.0% g .t _.. -.-....... _... ......_. a - $ C mA......... S Gross Eatm'br Ir rn V@t71CAL0f3E6TRAT APE10 PLIE4 Fpt f 'Y J _R Tda1S Metal Frame ky§gm dNdetl try fawt Arse (etas itM squab % F9 Op bar tF0.40 0.40 ENV--UA,,da,e,vl pto(euetlttinENV- uaalFrama,operabduano 0.0 0.0 X 1fl0= 3 Rc as V-fir a Maid I,ts-W., Lntk,Bg Ma SINGLE n4NE 110 24 26.4 0.5c 7 4.4 Fenestration VERTICAL f89E6TRA RON AREA CON PLIES o��rkele�a�e,.:.raaamanasRcc�ram_-,s ikcx�mm.3e ;".uaSo FenestrationA2eaComptianee Araa Q to r as 5 P i .. ----- OV.b,xlors Skylight Area t I _ g 3 2bS 3 to Y9h Ba C4024.1.f H gs 3sWws 50% r<o'k tOl hE fir nwtthn tlay7ghtzo,resper (( O.SG '� Al Cypes [10.50 f Day19ht2one Calcuiatroas I At T✓Pa5 Url ) A°el'tlaal FPRPstTdtiOrt �HFjN p,rfa:rva ,srratrml f,,:0Nand SHGC 4 _par(`A02 4 i-3 ' Alternates At,, UA Araa' UA F eq atmnArer,ue - - r s C7(;oli„fnd arty'.. vst,mt<rG."=^4aM C4038 n am,.�n t Nri e.,l�,t t re: sir oaysg0 d = .__-_._ .... "" Tarc--'""^^^;tfustFd Page 2sahtataf 7776 ua4 -- 136a DF L..-.c Ar' Lene rS a Lene Arm �,;yt - Araa° W Area' DA 4 ,yaNghtiard (�.,....f g L 3 a S n.: I NEI fro.a_c e,ut CaYight zMes perCA@.4.it� Page(Subtotal 29250 90? 29250 907 .ass 1 TO COkiPtY '._F- sad"Ptet UAsh$'I not S( '('g I ;.,.,A .0,_ed Page 2 WbWW 1997 1342 3347 1469 G hbr,rdngs<3 stona5,50% more of CONDat3 NED 0Ow area a w thin daylight z aaa par axceedfhe arge<rr a Praised Total 37026 200 32367 22?0 ..,-.".. Ft.rDN (Z A" 4 1t CA02411 Papa 1 SubteW 29230 9a7 29250 907 'Sid i gt! f d 4- ry Daylight Zone CelClAatlOnS COmpOOPnt PPrfOrr[idtl.Ce Compliance(tJA) t3A("{ °p)„j �^ (_ IC�011PLY T P po edIM A,;Wfnot d ! i. 32 09 a'.hawc 1 h.9.>tprcek.'h...N nd araspare r.,-oyy,! r .e i,r Prooet TOW 9 376 -,r i V Y tz F t d C[1 Ykl Io 1g Daylight .--- rvt ':s{. .'on. Area((t� DCZ Area(i P) 9RRor Aperarwe 6cepn Component tln(limanae COmphdnCe(UA) OF lAy9 �'- Pr I nd Ja t..Icciflln rscd one Arta ozone Are Zane rea rn � Nprelr(t k24 7 .Y.prt f r .pfi,.,nG �,: v:.i0prdlee aCR u t• J ar o: P02 m ., Not 2 JP'f '1M t 1... '+.}xr 10 r - < Nor a .,r f a c - ,a Spaces in Single Stott- NOrea rd t raexc oRx, .. ,1 .�naaoU, -m texraedz,bop m,navw ceatrxr aargntgreererrtren tOA,am ere apace named sperffiure win-AP prer.(Aei-i%) 4 f - -- Building Requiring Skllt htA >Tyllm eNsPn,,4,0n Plan Review No 5 (z r Wyk' Nof•6 x -- eo vy spa , .IrcbGonxg(r i. n.i-to,aLr. .�f,toe Space Area(ti+) OIZ Area(ft� SRR orApsralura Exeepaon ' By SAFEbuilt St Ab r< ;st...+, 4r. ,,,re nx. af.ot..e _ .a0 b4, -Abore GradTsat3xra - s/yAes.RoerNC4024.2 for Note 9-C:tbu , sur.v Note9 .,+_40,i.>z t.A doorlsdearredas t r k ti -:sxtng. OLZ 0a ghl>ooa, Nora fO -er eh t F i re_mamAaeiurai'3NFRCtaoUvelral,rg-Wereh,MUDas,M gfo£1tp dFaj kHma,asaaltbS Skk=SkyfVIN brootrefM bdkNa eperelu raw ib'AP prabt(AP i.i%) J 1.THE EXTENT OF THE STRUCTURAL LIGHT GAGE FRAMING IS SHOWN ON THE DRAWINGS AND DRAWINGS- DRAWINGS Crfur• DRAWINGS CONE: \ INCLUDES ALL COLD FORMED FRAMING 22 GA AND HEAVIER. IT INCLUDES BUT IS HOT LIMITED TO AB ANCHOR BOLT EF EACH FACE THRU THROUGH J\ NSTALLATION OF ROOF JOISTS,FLOOR JOISTS,WALL STUDS,AND RUNNER TRACKS COMPLETE WITH ABV ABOVE EI EXPANSION JOINT TO TOP OF CUPS,BRIDGING,STIFFENERS,ETC.,REQUIRED FOR A COMPLETE FRAMING PACKAGE. ADH ADHESIVE ELEV ELEVATION TOC TOP OF CONCRETE ADJ ADJACENT EMBED EMBEDMENT TOF TOP OF FOOTING 2.MATERIALS:ALL MEMBERS SHALL BE COLD FORMED FROM STRUCTURAL QUALITY SHEET STEEL AFF ABOVE FINISHED EO EDGE OF TOL TOP OF LEDGER YAL S TO RAG MEETING THE REQUIREMENTS OF ASTM A446 GRADE A,MINIMUM YIELD OF 33 KSI FOR 20 GA.AND FLOOR EQ EQUAL TOM TOP OF MASONRY LIGHTER,AND MEETING THE REQUIREMENTS ASTM A653,GRADE D,MINIMUM YIELD OF 57 KSI FOR ANCH ANCHOR EXP EXPANSION TOP TOP OF PARAPET 18 GA AND MEETING THE REQUIREMENTS ASM A653 SS GRADE 50 CLASSI,ASTM A570 GRADE ARCH ARCHITECTURAL EXT EXTERIOR-EXTENSION TOS TOP OF STEEL �p T�� T 9 ,11-� p T 50,OR ASTM A607-92 GRADE EE,MINIMUM YIELD OF 55 KSI FOR 16 GA AND HEAVIER. ALL ARCHITECT EW EACH WAY TOW TOP OF WALL \\\\VII JIIIIL�\\VII V11V' LLI�� JIIIILQ�VII MEMBERS SHALL BE MARKED SO THAT SUPPLIED MATERIALS CAN BE FIELD VERIFIED. BD BOARD FF FINISH FLOOR IS TUBE STEEL Q JL BLDG BUILDING FG FINISH GRADE TYP TYPICAL I 3.INSTALLATION: BLK BLOCK FLR FLOOR LINO UNLESS OTHERWISE A WALL STUDS:INSTALL STUDS IN CONTINUOUS TRACKS,SIZED TO MATCH STUDS TOP AND BLKG BLOCKING RD FOUNDATION NOTED BOTTOM,AND SECURE THE STUDS TO THE TRACKS WITH APPROVED CONNECTIONS,INSTALL BM BEAM FOG FACE OF CONCRETE VERT VERTICAL T �I--� T ,,,//��AAA �d /� T� BRIDGING AS INDICATED ON THE DRAWINGS. BO BOTTOM OF FOM FACE OF MASONRY W WIDE FLANGE MEMBER q B. R NOT SPLICE ANY FRAMING MEMBER EXCEPT AS SHOWN ON THE DRAWINGS OR WITH THE BOF BOTTOM OF FOOTING FOS FACE FE STUD WWM WELDED WIRE MESH 1v u��l APPROVAL OF THE ARCHITECT/ENGINEER. OR FOUNDATION FT FOOT-FEET WWF WELDED WIRE FABRIC C.ALL FRAMING COMPONENTS SHOULD BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR DOT BOTTOM FTG FOOTING Z Z SHAPE MEMBER MEMBERS OR AS REQUIRED FOR ANY ANGULAR FIT AGAINST A ABUTTING MEMBER. BP BOTTOM-BASE PLATE GA GAUGE D.TOP AND BOTTOM TRACKS TO BEAR DIRECTLY ON STUDS/POSTS,WHERE IT OCCURS. BRIG BEARING GYP GYPSUM E.USE LIGHT-GAUGE SHIMS IN BOTTOM TRACK TO ACCOUNT FOR SLAB IRREGULARRES. BS BOTH SIDES H,HEIR HEADER F.STUDS/POSTS MUST BE FASTENED ON BOTH SIDES OF TOP AND BOTTOM TRACKS,WHERE IT BTWN BETWEEN HGT HEIGHT OCCURS. C C SHAPE MEMBER HORZ HORIZONTAL PIECE MARKS: Trg CHANNELS IN INCH-INCHES BA BASE ANGLEW 4.CONNECTIONS: CJ CONTROL JOINT INT INTERIOR BC BASE CHANNEL A WELDS:WELDING SHALL BE IN CONFORMANCE WITH AWS D1.1 @ D1.3. USING E6OXX OR CJNT CONSTRUCTION JOINT JNT,JT JOINT B/BM BEAM E70XX ELECTRODES. THE ENGINEER OF RECORD MAY REQUEST A NONDESTRUCTIVE TEST TO Dip COMPLETE JOINT L ANGLE SHAPE C POST PENETRATION MEMBER •. VERIFY ROPER WELDS. COL COLUMN sg IN D AND CONCRETE SLAB STEEL ROOF DECK: �� cis LINE MAIL MAXIMUM DH DOOR HEADER 8 L DIMENSIONS AND CONDITIONS WITH ARCHITECTURAL 1.SOIL,EXCAVATION,FILL,COMPACTION&PREPARATION PER SOIL'S REPORT. 1.STEEL DECK SHALL BE MCELRGY"MIRAGE",FORM OF 24 GAGE STEEL SHEETS CONFORMING B.STEEL SCREWS: DJ DOOR JAMB TO STRUCTURAL ENGINEER PRIOR TO PROCEEDING TO ASTM A-446,WITH A PROTECTIVE COATING OF ZINC CONFORMING TO ASTM A-525. 1.SELF DRIVING AND SELF TAPPING,OF THE SIZE REQUIRED FOR LOADINGS.PROVIDE EXTERIOR CMU CONCRETE MASONRY MB MACHINE BOLT DS DRAG STRUT COATING FOR SCREWS EXPOSED TO THE EXTERIOR. UNIT MC MISCELLANEOUS EC EAVE CHANNEL 2.STRUCTURAL CONCRETE SHALL CONFORM TO AGO 318-14 AND SHALL HAVE A Vc-2,500 PSI. 2.USE 12 TEKS UNLESS OTHERWISE NOTED,FROM: CONIC CONCRETE CHANNEL Ep0• EAST FACE OF THE CONCRETE SHALL BE TYPE 1 OR TYPE 2 PORTLAND CEMENT,AND SHALL CONFORM TO 2.THE DECK SHALL BE CAPABLE OF RESISTING A UNIFORMLY DISTRIBUTED ROOF LOAD AS CO NN CONNECTION MIN MINIMUM PRIMESOURCE BUILDING PRODUCTS,HILT!SELF DRIVING SCREWS,OR EQUALLY APPROVED*T H HEADER ENTS DESIGN SHALL FOLLOW: "STANDARD SPECIFICATIONS FOR PORTLAND CEMENT'(ASTM C 150-07). CONCRETE USED FOR ALL SHOWN IN GENERAL NOTE#4. 3.SCREW PLACEMENT:MINIMUM EDGE DISTANCE,END DISTANCE,AND SPACING SHALL BE HREE DONST CONSTRUCTION (N) (NEW) L LEDGER SLABS ON GRADE SHALL BE SPECIFIED TO REACH A 7-DAY MINIMUM OF 1.500 PSI AND SHALL TIMES THE SCREW DIAMETER.SCREWS SHALL BE SUFFICIENT LENGTH TO ENSURE PENETRATION CONT CONTINUOUS NIS NOT TO SCALE MC MINI CLIP REACH A MINIMUM OF 2,500 PSI WITHIN 28 DAYS. CONCRETE COMPRESSIVE TESTS SHALL 3.THE DECK SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE INTO STUD BY AT LEASE TWO FULL DIAMETER THREADS. CONTINUATION OC ON CENTER •�M MASONRY CONFORM TO ASTM C39. "SPECIFICATIONS FOR DESIGN OF LIGHT GAGE COLD FORMED STEEL STRUCTURAL MEMBERS', CVR COVER PART PARTITION NFO+ NORTH FACE OF ADEQUATE BRACING OF STRUCTURAL MEMBERS,WALLS, AND CONFORM TO THE STEEL DECK INSITTUTE'S RECOMMENDED SPECIFICATIONS. 10 3 POINT 0.036"-0.175 DEG DEGREE PLCS PLACES P PURLING )ONSRUCTIOA. 3.AGGREGATES FOR CONCRETE OF NORMAL WEIGHT SHALL CONFORM TO"STANDARD SPECIFICATIONS 12 3 POINT 0.03E -0.210 DTL DETAIL REQ REQUIRED PBC POST BASE CUP FOR CONCRETE AGGREGATES"(ASTM C 33-11). THE NOMINAL MAXIMUM SIZE OF COARSE 4.DECK UNITS SHALL BE ERECTED AND ANCHORED IN ACCORDANCE WITH THE 12-24 - 375 DIA DIAMETER SIM SIMILAR pp PARTITION PANEL FOLLOWING LOADS: AGGREGATES SHALL NOT BE MORE THAN 3/4 INCH. MANUFACTURER'S SPECIFICATIONS AND ERECTION DRAWINGS. 12-24 5 POINT U.250 -0.500 DIAG DIAGONAL SPCG SPACING RA RAKE ANGLE DIM DIMENSION SPECS SPECIFICATIONS SFO+ SOUTH FACE OF+ to ROOF DEAD LOAD: 5 PSF 4.NO ADMIXTURES,OTHER THAT AIR-ENTRAINING ADMIXTURE CONFORMING TO"STANDARD C.POWDER DRIVEN SHOTS:SIZE AND SPACING AS REQUIRED TO PROPERLY ANCHOR THE DWG DRAWING SO SQUARE +-S STEEL SNOW EXPOSURE FACTOR,G:i= SPECIFICATIONS FOR AIR ENTRAINING ADMIXTURES FOR CONCRETE"(ASTM C 260-01)MAY BE USED FRAMING MEMBERS,USE CHARGE AS APPROPRIATE FOR ACTUAL USE FOR HILTI,INC (CAE) (EXISTING) S L STANDARD W W+ W�FACE OF SNOW THERMAL FACTOR,Ca 1,20 gW PERMITTED THE WINmTHHIIS PROJECT.OF THE ENGINEER. THE USE OF CALCIUM CHLORIDE SHALL NOT DFI ' ED D.BOLTS:THE STANDARD DIAMETER OF HOLES FOR BOLTS LESS THAN 1/2'0 SHALL BE LIMITED RISK CATEGORY:II LJf11LJ..G L10 MPH EXPOSURE=4 1.MECHANICAL ANCHORS:HILT!KB3 FOR MASONRY AND KB-R FOR CONCRETE ONLY TO THE BOLT DIAMETER PLUS 1/32-INCH. STANDARD DIAMETER OF HOLES FOR BOLTS 1/2"0 5.THE CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO HAVE I SLUMP OF 4 INCHES OR OR GREATER SHALL BE UMITED TO THE BOLT DIAMETER PLUS 1/16-INCH.(PER 20D4 8 S LESS. A TOLERANCE E 1-INCH ABOVE THIS AMOUNT SHALL BE PERMITTED FOR INDIVIDUALTHESLUMP AND HIT-RE INSPECTION REQUIRED).ADHESIVE ANCHORS:HY-270 EPDXY FOR MASONRY ONLY AISI-NORTH AMERICAN SPECIFICATIONS SECTION E3a BOLTS SHALL BE INSTALLED USING"TURN L3 tom) BATCHES PROVIDED THE AVERAGE FOR ALL BATCHES DOES NOT EXCEED 4 INCHES. THE SLUMP AND HIT-RE 500 V3 EPDXY FOR CONCRETE ONLY. OF THE NUT'METHOD. ) 1.MAO REQUIRES A MINIMUM OF WORKABLE SLAB AREA PRIOR TO DELIVERY AND 3 SSCC) SHALL BE DETERMINED BY STANDARD TESTING METHOD FOR SLUMP OR PORTLAND CEMENT 2.INSTALLATION k MINIMUM EMBEDMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION OF MATERIALS. MINIMUM DETERMINED BY PROJECT SIZE 01ALLY ENCLOSED ❑FULLY OPEN CONCRETE"(ASTM C172-08). SPECIFICATIONS OR AS SPECIFIED ON THE DRAWINGS,WHICHEVER IS GREATER. MGM&TESM AM TEO&INSPECTM 2.ALL UNDERGROUND WORK SHALL BE COMPLETE AND DRIVEWAY AREAS SHALL BE CAPPPED 6,CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE FOR NOT LESS 3.WHERE SLEEVE,EXPANSION,OR EPDXY ANCHORS ARE SET IN MASONRY WALLS,FILL 1.ALL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND WITH SUB PAVING PRIOR TO MATERIAL DELIVERY. Ss: THAN 7 DAYS BY USING A CURING COMPOUND TO ASTM C-309 OR BY WET BURLAP OR A PLASTIC Co N.074a BLOCK CELLS WITH CONCRETE FOR BOLTED COURSE AND ONE COURSE BELOW ANCHOR INSPECTION AGENCY EMPLOYED BY THE OWNER PER ROTS IBC.JOB SITE VISITS BY THE ENGINEER IjJ-,J RATION,Sr^0.499a MEMBRANE. ELEVATION. ACCEPTABLE EXPANSION ANCHOR SYSTEMS INCLUDE HILTI KWIK BOLT 3 OR DO NOT CONSUM AN E OFFICIAL INSPECTION.COPIES OF REPORTS AND TEST RESULTS SHALL BE 3.TEMPORARY POWER SHALL PROVIDED TO ALLOW FOR A MAXIMUM POWER LEAD RUN OF PARAMETER,Sex 02% APPROVED EQUAL ACCEPTABLE EPDXY SYSTEMS INCLUDE HILTI HY-70. FURNISHED TO THE BUILDING OFFICIAL AN THE ENGINEER,THE CONTRACTOR, D THE OWNER.SPECIAL 200 FT.TO EACH STRUCTURE T T O BE ERECTED. A RATION PARAMETER Sm: DA42S 7.ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF THE INSPECTOR MUST SUBMIT FINAL REPORTS IF PRELIMINARY REPORTS ARE ISSUED ZV ,Q ;SEISMIC DESIGN CATEGORY:D 4.AT MASONRY WALL CONNECTIONS WITH EXPANSION SCREW ANCHORS: , . 4 INTERNATIONAL BUILDING CODE AND TO ALL REQUIREMENTS OF AGO 318-14,SPECIFICATIONS FOR .CONCRETE SLABS WILL BE BROOM CLEAN AND FREE OF DEBRIS. s 5=>LIGHT-FRAMED SHEAR WALLS STRUCTURAL CONCRETE FOR BUILDINGS,UNO. A.ANCHOR MUSE BE INSTALLED A MINIMUM OF 1 3/8"FROM ANY VERTICAL MORTAR 2•NAMES OF INSPECTION CONSULTANTS TO BE USED ON THIS PROJECT SHALL BE PROVIDED TO 5.AN AREA ON SITE IS TO BE DESIGNATED FOR MATERIAL STORAGE AND STAGING OF MAKO 50=>SPECIAL REINFORCED CONCRETE SHEAR WALL JOINT. � .gf THE BUILDING OFFICIAL PRIOR TO ISSUANCE OF BUILDING PERMIT. MATERIALS.WHILE SIDING,PARTITION,AND ROOF PANELS ARE LOCATED ON-SITE AWNING { 25=>STEEL SPECIAL WT1LD0 COWMN B.ALL WATER,CEMENT,AND AGGREGATES USED IN THE CONCRETE SHALL CONFORM TO IBC B.ANCHOR LOCATIONS ARE LIMITED TO ONE PER MASONRY CELL WITH A MINIMUM SPACING INSTALLATION,THE PANELS MUSE BE STORED AT A SLOPE TO PREVENT PONDING OR ZWZW CHAP�R 19. OF B"OC. 3.CONTINUOUS SPECIAL INSPECTION,EXCEPT WHERE PERIODIC SPECIAL INSPECTION IS ALLOWED IN STANDING WATER FROM ACCUMULATING AND CAUSING SUBSEQUENT OXIDATION OF THE PANELS. w i DESIGN THE NOTES BELOW,IS REQUIRED FOR: 9,USE METE A-615 GRADE 60 FOR ALL REINFORCING STEEL LAP CONTINUOUS REINFORCING 40 C.EMBEDMENT DEPTH IS MEASURED FROM THE OUTSIDE FACE OF THE CMU. A CONCRETE,DURING TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE _ SYSTEMS ARE DESIGNED FOR SELF WEIGHT, BAR SUPPORT AND(MINIMUM)IN BEAMS AND ES BAR DIAMETERS SS CI SLABS. NAP BOTTOM STEEL OVER D.USE A MINIMUM OF 92"EDGE DISTANCE,LINO. 6.ACCESS TO THE SITE AND ALL SIDES OF ALL BUILDINGS WITH EQUIPMENT IS REQUIRED N RATED LOADS,AND THE LIVE LOADS SHOWN ABOVE. gUpPORT AND TOP STEEL MID-SPAN UNLESS OTHERWISE SPECIFIED. HOOK DISCONTINUOUS ENDS (EXCEPT NOT REQUIRED FOR FOUNDATION CONCRETE IF f'c DESIGN STRENGTH IS NOT MORE FOR TIMELY COMPLETION AND SAFETY PURPOSES. OF ALL TOP BARS. REFERENCE DETAILS ON SHEET SD2 FOR ALL TIES,HOOKS,BENDS,ik TAPS. THAN 2,500 PSI AND FOR SITE WORK CONCRETE FULLY SUPPORTED ON EARTH MENTS ARE NOT SPECIFIED ON STRUCTURAL DRAWINGS. USE 1'COVER OVER REINFORCING EXCEPT AS FOLLOWS: AT 4'SLAB FOR SINGLE STORY BUILDINGS,OR 7.ALL MATERIAL AND LABOR REQUIRED FOR SAFETY RAIUNGS AND DEVICES ON MULTISTORY )R ANY ADDITIONAL FRAMING REQUIRED. BOTTOM TOP SIDES AT 5 1/2'MAT SLAB AMID COMPOSITE FLOOR DECKSOR MULTI-STORY BUILDINGS. PROJECTS TO BE PROVIDED BY OTHERS. FOOTINGS 3" 2" 3' B.DURING PREPARATION AND TAKING OF MASONRY TEST SPECIMENS,PLACING OF ALL MASONRY lu GNED TO SUPPORT A FIRE SPRINKLER SYSTEM AS UNITS,PLACEMENT OF MASONRY REINFORCEMENT,INSPECTION OF GROUT SPACE,IMMEDIATELY rl� )SUPPORT FIRE SPRINKLER SYSTEMS WHEN REQUIRED SEAB-ON-GRADE PRIOR TO CLOSING OF CLEAOUTS,AND DURING ALL GROUTING OPERATIONS. v CHARGES MAY APPLY. ALL REINFORCING SHALL BE SUPPORTED ON EITHER ,CHAIRS,OR EQUIVALENT. ALL C.EPDXY/ADHESIVE ANCHORS IN CONCRETE AND MASONRY WEATHER ECTM AILS,FLOOR-CEILING,AND ROOF-CEILING SHALL BE REINFORCING/WELD WIRE FABRIC(MESH)SHALL BE PLACEDLACED NEAR THE MIDDLE OF THE SLAB, FOR HILTI HY 270 OR RE 500 VE WHERE USED LINO. D.FIELD WELDING OF LOAD-SUPPORTING STEEL MEMBERS AND REINFORCING 1.ALL WEATHER-EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO PROTECT 9 CODE.(PENETRATIONS BY OTHERS) E.SHOP WELDING IF NOT PERFORMED IN AN APPROVED FABRICATION SHOP PER IBC SECTION THE INTERIOR WALL COVERINGS. ALL EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A 10.WATERPROOFING SHALL BE PLACED BETWEEN SOIL AND CONCRETE WHEREVER SOIL IS USED AS 1701.7 MANNER AS TO MAKE THEM WEATHER-PROOF. A FORM FOR CONCRETE,EXCEPT FOR FOOTINGS.PROVIDE 2"OF CLEAN SAND OVER A 10MIL O XISTING AND NEW-NEW BUILDING IS 4-INCHES,LINO. F.PERIODIC INSPECTION REQUIRED FOR POST INSTALLED CONCRETE ANCHORS VALOR BARRIER OVER 4'CAPILLARY BREAK DYER COMPOSE OF CLEAN,COARSE SAND OR FINE FOR RLTI KB-TZ @ HILTI HIT-RE 500 YS ADHESIVE WHERE USED 2.MAICO STEEL INC./MAKO STRUCTURES,INC.WILL BE RESPONSIBLE FOR WEATHER-PROOFING GRAVEL PER SOILS REPORT) ALL STEEL FRAMING CONDITIONS AND MATERIALS THERIN WHICH ARE ERECTED AS A RESULT OF 11.SLEEVE ALL PIPES THRU SLABS INDIVIDUALLY.UNLESS APPROVED BY ENGINEER. 4.IN ADDITION TO THE REGULAR INSPECTIONS,THE FOLLOWING CHECKED ITEMS WILL ALSO REQUIRE THE APPROVED CONSTRUCTION CONTRACT. SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1705 OF THE 2015 IBC: GEOTECHNICAL CONSULTANTS,INC.,PROJECT#D5 190 1, 12.AL REINFORCING SHOWN TO BE HOOKED SHALL HAVE STANDARD HOOKS UNLESS SHOWN ❑ SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY 3.WEATHER-PROMAKOOFING STEEL,INC./MAKO STRUCTURES,INC.1S NOT RESPONSIBLE FOR EXTERIOR NDUM LETTERS DATED 3/23/07,4/5/06,AND 7/16/07. OTHERWISE REFERENCE DETAILS ON SHEET SD2. ALL REINFORCING BARS,DOWELS,ANCHOR BOLTS ASSURANCE INSPECTION REQUIRMENTS OF AM 380. -PROOFING OF CONCRETE WALLS,PANEL JOINTS,MASONRY,AND/ORFLASHINGS OR WEATHER STRIPPING TYPICALLY COMMON TO DOORS AND WINDOWS. BRICK WORK, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO PLACING OF CONCRETE ND ❑ VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL Per IBC 4.MAKO STEEL,INC./MAKO STRUCTURES,INC.IS NOT RESPONSIBLE FOR STANDING WATER 000 PSF. 13,PLACE CRACK CONTROL JOINTS BY SAW CUTTING AT 1/4'WIDE x 1/4 THE THICKNESS OF Table 1705.2.2 INSIDE THE BUILDING DUE TO OPEN BREEZEWAYS.IT IS THE RESPONSIBILITY OF THE OWNER TO SUB WHERE SHOWN,SEE DETAIL 24 ON SHEET SD2. CUTTING TO BE PERFORMED WITHIN 24 18'WIDE BY 18"DEEP. HOURS OF CONCRETE PLACEMENT.DO NOT PUCE CONTROL JOINTS OR CONSTRUCTION JOINTS ® VERIFICATION ANDINSPECTIONOF CONCRETE CONSTRUCTION Per IBC Tubb 9705.3 MAINTAIN AND REMOVE ALL WATER FROM OPEN BREEZEWAY CONDRONS. "WIDE BY 18"DEEP. UNDER OR WITHIN 1'-6"FROM POST LINE ® MASONRY CONSTRUCTION SHALL BE INSPECTED AND VERIFIED IN ACCORDANCE WITH TMS 402/ACI DEEP. 14,CONCRETE SLAB SHALL BE PLACED AND FINISHED WITHIN A TOLERANCE OF 1/4'INCH IN 530/ASCE 5 AND TMS 602/ACI 530.1/ASCE 6 QUALITY ASSURANCE PROGRAM REQUIREMENTS r EVERY 10-FEET,AS DETERMINED BY PLACING A 10 FOOT STRAIGHT EDGE ON THE SLAB IN ANY m VERIFICATION AND INSPECTION OF SOILS Per IBC Table 1705.E SHEET - O IEW THE FOUNDATION PLANS AND GENERA.NOTES IN DIRECTION. ANY DEVIATION FROM THIS WHICH REQUIRES ADDITIONAL CUTTING OF OTHER BUILDING FOR COMPLIANCE WITH THE GEOTECHNICAL REPORT. COMPONENTS SHALL BE THE RESPONSIBILITY OF THE CONCRETE CONTRACTOR. 57.1 -GENERAL NOTES w TING A BUILDING FOUNDATION INSPECTION,THE SOILS 5.THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF OFFICAL IN WRITING THAT: 15.BUILDING SLAB IS HOT DESIGNED TO SUPPORT CRANE LOADS,CONCRETE MIXING TRUCKS,OR SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/16'IN SIZE,PROVIDED THE MATERIALS, S2.1 -BUILDING'A'W/FOUNDATION PLAN AND BUILDING SECTIONS a RED IN ACCORDANCE WITH THE SOILS REPORT. OTHER SPECIFIC CONSTRUCTION LOADINGS. QUALIFICATIONS OF WELDING PROCEDURES,AND WELDER QUALIFICATIONS ARE VERIFIED PRIOR TO S2.2-BUILDING'A'W/PATRON PUN EEN PROPERLY BACKFlLLED AND COMPACTED. THE START OF WORK;PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS;AND A VISUAL S2,3-BUILDING'A'W/ROOF FRAMING PLAN W OFFICE DECK,OFFICE 2ND FLOOR FRAMING, STAMP COMPLY WITH THE INTENT OF THE SOILS REPORT. 16.ALL CONCRETE REINFORCING SHALL BE PLACED AND SUPPORTED IN CONFORMANCE WITH ACI INSPECTION OF ALL WELDS K MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP OFFICE ROOF FRAMING 319 AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION,LATEST WELDING. 'INFORMED OF ANY CHANGES IN DESIGN CRITERIA MADE EDITION PUBLISHED BY C.R.S.I. 6.REQUIRED TESTING: S3.1 -BUILDING'B'FOUNDATION,PARTITION,ROOF FRAMING PLAN AND BUILDING SECTIONS LSE OF CONSTRUCTION. 17.PROVIDE(2)#4 x 4'-0'LONG 0 4"OC AT MID-DEPTH OF SLAB AT CORNERS OF A CONCRETE CYLINDERS FOR 28 DAY STRENGTH(2 CYLINDER AVERAGE.FOR EACH CLASS OF , BLOCK-OUTS AND AT RE-ENTRANT CORNERS WHERE CJ'S DO NOT OCCUR. CONCRETE,NOT LESS THAN ONCE A DAY,NOT LESS THAN ONCE FOR EACH 150 CU YDS,AND S4.1 -BUILDING'C'POST FRAMING PLAN NOT LESS THAN ONCE FOR EACH 5,000 SF OF STABS. 54.2-BUILDING'C'ROOF FRAMING PLAN B.CONCRETE MASONRY UNITS SHALL BE TESTED PRIOR TO CONSTRUCTION TO VERIFY S4.3-BUILDING'C'BUILDING SECTION SUBSTITUTIONS: LIEU OF g3 REINFORCING BARS AT 1B"OC THE FOLLOWING ARE ACCEPTABLE b COMPRESSIVE STRENGTH OF 1,900 PSI MINIMUM. SUBSTT ITUTIONS: C.CONCRETE MASONRY UNITS SHALL BE TESTED DURING CONSTRUCT10N FOR EACH 5,DO0 SF A 6x6-W4.0/W4.0 WELDED WIRE FABRIC,FLAT SHEETS. OF WALL AREA FOR COMPRESSION STRENGTH TO SHOW COMPLIANCE WITH IBC(1,900 PSI S5.1 -BUILDING b'FOUNDATION PLAN AND BUILDING SECTION B. 6z6-W5.5/W5.5 WELDED WIRE FABRIC,FIAT SHEETS. MINIMUM). S5.2-BUILDING'D'PARTITION PLAN C. 40-W4.0/W4.0 WELDED WIRE FABRIC,FLAT SHEETS. D.MASONRY GROUT SWLLL BE TESTED FOR EACH 5000 SF OF WALL AREA,BUT NOT LESS THAN S5.3-BUILDING'D'ROOF FRAMING PLED C IF WELDED WIRE FABRIC IS USED PROVIDE A 4 DOWEL FROM WITHIN 3'FROM THE BOTTOM OF 1 TEST PER PROJECT,TO SHOW COMPLIANCE WITH 2O15 IBC,BUT HOT LESS THAN 2.000 PSI PER IBC. SD2 -STRUCTURAL DETAILS THE FOOTING BENT 90'AND EXTEND INTO SUB A MINIMUM OF 24"(ALTERNATE DIRECTION OF Mid DOWELS AT THE INTERIOR FOOTINGS). THE WWF SHALL BE SUPPORTED ON EITHER DOBIES,CHAIRS, E.NON-DESTRUCTIVE N TESTING OF ALL FULL PENETRATION WELDS(COMPLETE JOINT PENETRATION SD2-STRUCTURAL DETAILS mid WELDS:CONNECTIONS.) SD3-STRUCTURAL DETAILS I D r OR EQUIVALENT.ALENf. SD4-STRUCTURAL DETAILS SD5-STRUCTURAL DETAILS L Plan Review DATE_ BY SAIFEbuitt DRAWN CHECV JOB F SCALE Received DRAWII JUN 04 2019 ' REV. J A � 10-0 12 �2 24G4 MIRAGE PANEL / O J A / L, 5'-0• 5'-0• 4'-10• 5'-4' 11 4'-10• 5'-0• 'L'3*0"06GA 12 TOP ANGLE,TYP 1/2� € •I 24GA MIRAGE ROOF DECK tO 8 c a iN 1 T.O.M. � 'Z'4k2 1/211 6G.4 Ali PURUNS TYP T.O.M. J 20GA MC-GIRI AT MID-HGT HALLWAY e a END 'ago a •� i i N c i 5&0 �' 24 OC • c i T&.B 'C POST PER PLAN � 2E4N�DC 4 SLAB... I FF 5 T&B \ �� 29GA U-PANEL PARTITION TYP `� \— I Ll B FOOTING A BUILDING SECTION ,/4 =,' ®®® o BUILDING SECTION SCALEc 1/4•_,, HATED FOOTING 7 6 9 10 11 12 13 14 16 17 18 19 20 21 TIV,-0, TOP AND BOTTOM I'-B' IV 90'-0' 10'-0' 10'-0• 10'-0' 10'-0• 10'-0• 10'-0• 90'-0' 10'-0' 10'-0• 10'-0' 10'-0' 10'-0' 10'-0• 10'-0' 10'-0' 10'-0' 10'-0• 10'-0• Iw-V` 10'-T 10'-0• -0• 90'-0• 10'-0•OR FOOTING 2-Y -0' Y-0' low10'-0' 10'-0' 10'-0• "I10'-0' 90'-0• 10'-0' 10'-0' 90'-0' 9V-o" 11 90'-0• 90'-0• �10'-0' 90'-0' 10'-0• 10'-0• 10'-0• 10'-0• 10'-0• 90'�.p• 10'-0• 1y. EIDTIYIM 9Y-6' IV-V` Y p W — A F— — ———— ————————————— e ————— -0 Y 0' -0 m ® B y I Li - -I- - � — _I- - � - -I — � — n �I� �� I� I I c I _VI_ VI — —VI VI UI — aI I — —JI— `I — JI — �I — —�I— — �I — —VI— — UI �I— — VI VI �I _ VI _ _ �F I I °� I I I � II I I I I I I I � I I I I � I I I I I I I i 1 I I I aE 1 a!1 24 1r s-1 " (2)l4 IYA.4'-W N IILM �— q --- — --- ----- -- --- --------- --- -- —— J to'-0' 0 -0 -B 5-B B -B B B-0 - -0 - B-0 B-0 B-0 B-B B-0 e-B -8 B-B B-B -B - 6-0 0-0 B-0 B B -0 JO-0 F I 2 26 29 30 31 32 G 34 35 38 3 38 40 4i 42 43 44 (45� 46 47 48 49 � O 53 54 55 56 F / 580'-0• W 1 10'-0• 101-0• 10'-0• 10-0' IV-0' IV-V 10'-0• 10'-0' 10'-0• 10'-0' 10'-0• IV-0• 1B-0• 1, 10'-0• 10'-0' 10'-0' 901-0• 101-0' IV-V 1,-a- 10-0' 10'-0• IV-V low 10'-0• 17-0• 90'-0' 101-0' IV-0• a. A IW-T 10'-W 17-0' 10'-0' IW-V 10'-0• 10'-0' IV-, 10'-0• 10'-0• 10'-0• IV-V` 10'-0' 10'-0' 10'-0' IW-v IW-V 90'-0• 10'-0' 10'-0' 10'-0' 10'-0' 10'-0• IW-V 10'-0• 1N-0' 10'-0' 10'-0• 121-e tt r STAI ———————————————————————————————————————————————--—— ——————————— —————— A ---- — ------------ — — —U V — a� U� — U� 3I— — U —UI— — `I — U — —VI UI � U I i— —J — —— —.— U — U UI— — �— —�I _ �I — I j ! 1 I E Mi( MAW 4frWoC2)rA My I I IR I Dnn DRA —— —— —————————————— — — ——_ CHE — -- --- -- -- — J JOB SCA a'-B' 4'-4•I 3.-r 4'-4' DRA BBB'-o' BUILDING 'A' FOUNDATION PLAN 3/32•_,' ® i NORTH REV. 3 WALL SCHEDULE 22j ' ®.>24GA U-PANEL,SCREW PATTERN#2,/14 TEK STITCH,EDGE,AND PERIMETER AT 8"OC, DECK TO TRACK->(2)#12 TEK 0 12'OC. 1/2•e HILTI KB-TZ WITH A MIN EMBED OF 3 1/4'0 24'OC. DBL'C'16GA STUD AT END RUN SIMPSON HTT4 HD WITH(18)#10 TEK TO DBL SUDS 5/8"0 A36/A307 RODS WITH A MIN.EMBED OF 12'WITH SEr-XP OR EQUAL APPROVED EPDXY. FIG.18•X18"W/(2)f4 T&B ®_>8'CM U /5 VERT 0 & 40'OC O 5(2)#7 VERT 0 EACH END DECK TO WALL->#4 0 24-OC FIG=27•x3O'w/(3)#5 T&B ®_>6'CMU LJ /5 VERT 0 40'OC #5 HORIZ 0 40"OC ggg 4 &(2)15 VERT 0 EACH END y$� DECK TO WALL->#4 0 24"DC FTG.27•X30-W/(3)g5 T&B HSS POST SCHEDULE ID HSS1 =HSS 6"x6x1/4•POST,W/12'X 1'-0•X 1/4"BASE PLATE HSS2=HSS nfiX1/4'POST,W/6'X 1'-6'X 1/4"BASE PLATE HSS3=HSS 4'X4X1/4'POST,W/4'X 0'-10"X 5/8"BASE PLATE 01 0 1 2 3 4 5 8 7 6 9 10 tl 12 13 t4 ® N3 T7 18 t0 20 21 22 3 Plan Review DG'-0 By`aAFEbuiCr 10 10-0• 1d 1d-0• 1d-0• 1d-0• 10'-0• 1dd 10'-0• 10'-0• td-0• td-0• IW-W o ' - 10' • 1..e td-0' 10'-0" 1d-0' 10'-0• 101-0• 101-01 td-d 1d-0' 1d-d 2a'-2• -0 2VA 45Rf mu L _SUGIRIS NG III,j" EO SPICED 4' ••MAX 7YP 52T W112 1Qx10 I 10x10 ti 1000 Ir x1Q I 1Qx10 '•x10 �Ox10 10x10 1px10 1px10 10x10 10x1Q " 10x10 1px10 10x10 10x10 10x10 tOx10 10x10 10x10 10x10 10x10 10x10 — B -,'C'45d 1 2•x12G AT 30'OC THESE ONDS ONLYLLIL% r U-PANEL�TTAaEn To ONE RANGE AND HOF20MGRT AT 7 w I'aY• 5wxo5-�1 x ATrAcc��._�m ro THE o1NEB T-W ICE DFe d=i 10x10 10x10 0x x10 W1228 BEAM I lox10 100 10x x10 10x10 xp L 5x5 1010 'C'e`42 1/2 k1a POST 01 CIWE YI .1 o m t` NI �•/ --w 10x10 II 10x10 X10 � Ox1 X10 III 10x1p I 10x10 cHz ipx J OQ co a 4(J�. 'MASONRY WAu _/_ 11P AT r MASONRYWAILS (1d-W aw)oR-0Cw rn -0 JO J e 26 so Q as e a 3a sG ® a1 43 C' as1 46 a 4e a9 so, s1 sz sa s ss O -0. s3 J d o' 1d-0 10'-a O o -o G-0 a O d-0 1d-0 1d-0 G-d 10 0 ,D-0 ta-0 o-0 1d-0 10-0 -0 1d-0 -0 G'd 1d-0 td-0 1d-0 td-0• a Q a 2eCA YEWf wIILn+}rm s om m �., 45a I1rxI5r,AIHORZ GR05 STAMP . ED SPACED 4'-�bp5s MAX 1m V,L R P • ....: I I xo IIII --..--x—o—a——�•"'`rL�a x�-5 — I —10 xx—�1 0 .-1.0—ox1..0— 10x..1-0 10-ox--1-0 10 erxr—�r Q. 1 0—cxxr,1.0 II e�cn1 1 w-0 10 r x—1 1Qc'xi1 0 1-0ox 1—0— x-- 1 0 J�III loxio Y10 1OX --1 Q—o�-..0..:�I II I'i1�--aN--R III 1-�-—{OCIiI1I M-5x'5--,•—II !fI --1_0�x 1 0—' 10�x-1 010x10 71x10 O0 101 O 1x0 10 1 10-10 72•.A15r V4) 1 !rA am 11fxxl A 2aa rGNEl8 1P,RfdRA w—/ --05x5 — 1000 10x10 1Qx10 10x10 tOx1p ItOx10 w K ct )w10x10 1Qx10 10x10 lox10 10x10 ICA CD o Posr . Ol1N1EGNF �ld °CFABe ' MI ic'�tiFoxh�rs9amj0Be R Dale n DATE NasoA:7LMomomoeK c-,00�oh"�n Eeosop- .2�R,lSMG:e 4sWgo-nt�9-R- zlo�a loxio e1�1,ao �e9 s OC WI11 akm„o en en cn to en en en en ci7 a .. E xi 10x 1 (1N1-00•x r- 410x10 10x1Q tOx10 1px10 x10 IX10 Ox5 ' J DRAWN DL px, 105 '5 10x5 CHECKED JOB NO. 1610 SCALE AS SHOWN '-4 DRAWING No. S2.2BUILDING 'A' PARTITION PLAN SCVE�,�•., t4Olm4 REV. 00 rn o NOTE 9. DGe-OECI(PANEL TO RUN 1xHtHH-SW7H IENGNM75E Ot WAIL SCHEDULE �-0• ATTACH PER 85/SD5.(14 PANELS USED) 30,-0' D 2. WRAGE ROD'i TO RUN PEPPQIDICWR TO a-OEDK 26GA U-PANEL,SCREW PATTERN J2,J12 TIX STITCH,EDGE,AND PERIMETER AT 12"OC, IE DIIM6E ATTACH PER 18/SD1. MIRAGE ROOF MUST ,D.-0. 8E DIRECTLY Da 15GA 6LWx'S @ SCREWED THRWGX 'C'6'k16GA STUDS AT 24-OC,1/2'6x7 1/2'A76/A307 ANCHOR BOLT WITH S'MIN. >'-0• •-5'b'-0' s'-0• r-e' DGB-DEC(IL WITO SLWIPG(PRDVIDE 18GA RAT STRAP EMBED KB-TZ ANCHORS AT 24'OC. DSL � � urmEA cups a Rmb)(35 PANELS USED) COL 0 m HD7 HD7 'U'12 3/15x5U5G1 PURLIN CAP HOLOOWN SCHEDULE ® aXSB 12x6 HD7 =DOUBLE'C'STUDS(16GA AT OFFICE CORNERS,OR MATCH BOX BEAM GAUGE) a4o iti ® o WITH ADDED CAP CHANNEL AS REQUIRED i r - 1 1 xf2G1 rn WITH SIMPSON HR4 WITH(8)#10 TEKS TO DELL STUDS WITH 5/e'%X 8'MIN.EMBED ANCHOR BOLTS CENTERED IN STUDS T� rof '024SX92a PIAIIII TV 1xtD BOX BEAM SCHEDULE r WL P b HD7 — 6X6A= 6XSX16GA BOX BEAM/COLUMN 7 SX6B= 6XIIX14GA BOX BEAM S T. + 4 8X6 = 8X6X12GA BOX BEAM •• .p IOX6=10XfiX12GA BOX BEAM n 12X6=12X1 Box BEAM SEE DETAILS 91/SD5 L B Hal 7n \ 2ND FLOOR DECK KEYNOTES HALL BE 2W x 18 GAUGE COMPOSITE DECK.TOTAL THICKNESS 4 1/2'WITH 4000 HID, HD 'V 12 3/98r108G1 P..CAP5 STAB TO BE REINFORCED WITH MACRO-FIBER ADDITIVE. Y-a' 4'-0' 9•-TNO Y-0' 'E ATTACHED TO SUPPORT FRAMING PER THE ASC.DECK SEAL BE INSTALLED PER TONS.PRIOR TO PLACEMENT OF CONCRETE DECK SHALL BE CLEANED OF 191 4 4 b 4 V 4 4 4 4 4 4 26 b b b HAY OTHER MATERIAL WHICH MAY ADVERSLY AFFECT CONCRETE BONDING TO DECK. 12 41-0' €� REINFORCING BE REINFORCED SHMLEXTENDB TOTAL EYOND THE EDGEOAFTE TO O FLOOR EDGES AN5(1) OFFICE 2ND FLOOR -FRAMING OFFICE ROOF FRAMING PLAN F ;HALL VERIFY OPENING SIZE AND LOCATIONS PRIOR TO CONCRETE POUR. IS/4 REDAR SHALL BE PUT AT THE(.ENTER OF THE SLAB.A 2'CLEARANCE FROM EDGE OF SLAB SHALL BE MAINTAINED. 01 0 1 2 3 4 5 8 7 8 9 10 11 73 �14 (15,� 16 17 1g 1g 2I 22 23 24. 90'-0' 1tl-0' 10'-0' 10'-0' VY-0' f0'-tl 1tl-0' InvIO'-0' 10'-0' itl-4' f0'-0• 10'-0' 11-T 1tl-0' lowitl-0' 10'-0' 1tl-0• 10'-0' '0' 1tl-0' 7tl-0' 10'-0' 1tl-0' A 5 j 'tF a 3/18•xJ'tII98G1 FAME CIMNNFL TP y3 20A rn HI II III 4 W 4 Up B J ( _ I 'C'POSTS PER Pq N,M I I 4 H { T 8'x2 1/2.15W PNELWS TV HIND C ~ y I w 1 - - — _ I 'C 55d 1/Y aMA _ D N I � E \Eli h - - — H --- — - 'C 4'x2 7/YxiBf,l, 'BO7C 5'x.Yx18G (WAR) 'C'45d i Yx15G1 4k7aG MT — J FMETR ELtiRf AICOVES (10'-Y Too HEADER STRAP.RW 51/503 5tl-0' 2W-b' 3H•-8' 41-0' btl-0' W-T (� H 27 28 29 30 3i 32 33 34 C 36 3 38 V40 4f 42 43 44 46 4 48 49 SD 51 53) 54 5 56 7_ 4 f0'-C 1tl-0' f0'-0' 1tld 10'-0' f0'-0' 7C-0' 70'-0' ttl-0' ttl4 10'-0' f-p' itl-0' 1tld IF 10•-0' 10'-0' itl4 Itld ttl-0' itl-0' itl4 1tld Itl-0' itl-0' itld 1B-0' f0'-0' 1tl-0' C 0. H 6 'U'a 3/1a'r,Ye18G 6NE CIMMIEL iYP HAP 4 UP 4 4 4 ��II II III iIi I� 4 B f d, D NI C.PO5R PERFLAK TYP T e'x2 T/Yx Silk PWRUS TYPLL E F G 4 'C'b'x2 1 'x15G 'C 4'x2 7 T'v18GA R t3'xl&V, J/2 // {HEADER HEADER aFAY HEADER 5FY1 TCIMlG bk15GA PFIAT ER 71P AT ENTRY ALCOVES I (10'-3'105) �,PFR 40'-0' 40'-0' S7/SD3 a5C-0' BUILDING 'A' ROOF FRAMING PLAN SCA41 3/32• 7 8 5 4 3 2 t 0 e0'-0' 12'-0' 12'-0' 12'-0' 10'-0' 10'-0' le B 53.1 76 8'MASONRY WALL — — — — — — — — — — 8'MASONRY WALL _(9'-4'TOM) m B 4'SUB ININ JJAT YB'OC EA.WAY. I OJ C Y FOR AL]}-1117 CO1NfQP CCW01.e E AA0 q I I Q COVCREIE SUB NOTE;NOTE Jl8 SW£E7 SLI D O + c �� E � 1 '-0' 12'-0' 12'-0' 12'-0' 10'-0' 12 8' Q F g - - - --10 a-- - -- --G a-- - - -10-8- - — TFr" G 8— - - - MASON � � b w BUILDING 1B' FOUNDATION PLAN SALE ix.,' G Aj 7 8 T 4 aO'-D' 8 2 1 NOFrrH 0 30'-0• Plan Review 12'-0' 12'-0' 2'-0" 12'-0' 12'_0• 0_p" t0,_0• NOTE: By SAFEbuilt 8'MASONRY WALL(9'-4'TOM) 5'-0' 5'-0" 5'-0" 5'-0" s'-G" 5'-0' CONSTRUCT PER DETAIL 76/SD4 _ 10'-0' B 8'-6• 1V-4' 8' 8" 5'-8' SST WINDOW W 'C'6'x2 1/2"x16GA 12 _ '-9 W-8' 11'-3' 28 VEL RIB SIDIN TYP SIDEWALL STUDS V-0•C TYP 2� WINDOW 4' 1HORZ GI ABOVE MASONRY(9'-4'TOM)24GP�MIRAGE pNEL AT HEIGHT BELOW CL 29GA U-PANEL IJNER i Q A U 'C'6'z3 /2'z18CA � oo 'BOX'6'z6"x12GA I POSE TO CMU W/ I I I � � m Cn RAFTERS Al4'-0'OC h . I WINDOW HEADER TYP A MIN OF(4) d i=. — B w (� SEE DETAIL 70 SD4 ABOVE BELOW QQ Z 'Z'6'x2 1 2 x16GA }�4 / 1/20z4 1/2'MIN �d r Z EL T.O.M. /" 8 0 �'E a PURLINS TYP iO~ o EMBED.A36/A307 a 5= q F Z 20GA MAC-GIRT AT MID-HGT Q&W < a I f MAXRODSOFP40-C W/ `� m — C w J 1 'C'(IN2 1/2'0BGA 'C'8•x2 7 2 z18CA R'i z Q i HY-270 ADHESIVE T • = ENDWALL SNDS TYP i TYP 1 ENDWALL STUDS TYP q to CO 0_CC m ABOVE MASONRY(9'-4'�OM) d ` ABOVE MASONRY(9'-4•TOM) 3 k 7n a x Ix�.a g rl I I iF I I W-tz �z-- R D W Z cd o o iv d 'C'42 1/2"zI6GA a 7 E o. c� POSTS AT 5'-0.C TYP Q z m'C'POST PER PLAN W/MID-HGT 20GA HAT CHANNEL BRACING v°N - F z BELOW � i I 11 I', i BELOW q T FF i J ��Ijj! 0 r SUB_ J B'MASONRY W L Q 29CA U-PANEL PARTITION TYP - - - - - - (12'-0'TOM) - r 3 10' BUILDING 1B1 PARTITION PLAN SCALE: 1/8' J 0 ® BUILDING SECTION SGALE: ,/4•.,' �- B 7 5 4 80'_0. uj 3 2 1 (0 E_ Z 1'-'4'-0" 12'-0 4'-0' 12-0' 12-0' 12-0" 12-0' 10-0" 10-0' ' 1-i 0 B 'C'6"z3 i/2'x14GA RAFTERS 4'-0'OC TYP a if S3.I 'U'6 3/:16w'x16GA CHANNEL �l STAMP i I'U,6 3 16'x3'x 6GA C NEL r_>< ~ PE L R �9 A U �0 40700 % �SS��NAL QN6, Z 6 z2 1 2 x12 A PUR1N LINE y C 67 a 'Z'6 1/2•z1 BLOCKING LINE q EXPIRES: OS-IS-21 N. 'C'POSTS PER PLAN, ryp 'Z'6 1/2"z16GA PUR INS TYP UNO a D i M i c h aeLAP Dalea mwi neu E x F DATE 04-24-19 DRAWN DL CHECKED 'BOX'ONZIN16GA HEADER(CONK G JOB NO. 1610 (12'-3.TOS) SCALE AS SHOWN DRAWING No. 36'-0" 20'-If , BUILDING 1B1 ROOF FRAMING PLAN SCALE: 1/8..1' S3.1 Ncprrm® REV.-. 0 Z N K 0 1 2 3 4 5 6 7 8 Y � 578'-0'MFIWI.zr-e 7/Y 27'-0 1/R' 27'-0 7/Y 2r-0 9/1/2' 2r-8 1/Y 2Y-8 7/2' R7'-0 t/Y 2r-8 1/Y �'a 47——-7——— m i i at3 i i i i i i I �Q� \\(I 90'-a 4' 2r-8 9/2' 12r-0 9/Y 2r-0 1/2- 2r-0 9/Y zr-5 1/Y 2r-e 1/Y zr-8 1/Y 27'-8 1/z• \ o 2M r B'-0'OFFS lYP C 8a -11 7 ' t3'-10 f/ 2Y-e 1, I 27'-0 1/Y 2Y-0 1/Y 21-0 1/2' 21-8 1/Y 2r-0 1/Y 27'-8 1/2' YY-0 t/z b 11'-5 1 15-98 1/ TY-8 1/Y 2r-8 1/2' zr-8 1/Y 2r-8 9/2' 2r-8 1/Y 27'-8 1/Y 2r-8 1/Y \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ --IT- -8 1Y zr-8 1, z 9/ 1/z' 2r-8 W. zr-8 t/Y V-8 1/z' zr-8 t/z1/a' z y p Q t2 13 14 15 �16 17 18 p � 2r-0 1/2- 2r-8 9 2• 27-8 1/2' 2r-8 1/Y 27--8 t/Y 2r-8 1/2' zr-8 t/Y 27`4 1/Y 2r-8 1/2• Zr-8 1/2- 8'-3 1/2• • w b K 27'-8 t/Y 2ra 1/2' zr-8 1/Y 2r-0 1/z' 27'-8 1/Y \ 2r-8 1/2' 2r-e 1/Y 2r-8 1/2' ZY-0 1/2' \ 2Y-8 1/z' 18 4' 0_ \ zr-8 1/Y 27'-8 1/Y 4-8 1/Y 2r-8 1/Y 2r-8 1/2• 2r-0 i/Y zr-a 1/Y 27*-6 1/2' ZY-8 1/Y 2r-8 1/Y 1Y-10 1/a( r-i IN 27-8 1/2' 27-0 1/z• 2r-8 1/2' 27'-0 1/Y \ 2r-8 1/Y 27'-8 1/2• ZY-0 1/2• 27'-8 i/z' 27'-8 1/2' 2T'-0 1/2' 13'-8 1 Mi I R 27'-8 1/Y \ \ Zr-8 1/2' \ \ 2r-8 1/2' \ \ 27'-e 1/2' \ \ zr-8 1/2' \ \ Tr-8 1/Y \ \ V-8 1/Y \ (sv[/ \ 8'-2 7/8• DR CH DAI ---- -------_\-- --- -- ---\-- — --- -- --- — --- --- ` ---- --- --- — -- -- -- J01 i SCE 51OW DR BUILDING 'C' POST FRAMING PLAN ScuF 3/&_1' REl Z L6 O 1 2 3 4 5 8 7 8 Y S10'-0•ME LL Y-11 2ra 1/2' 27-a t/Y zra 1/2• YY-S 1/Y 27'-8 t/Y 27a 1/2' zra,/Y 2ra,/2• A � T' j, A A A ,A 2r-S, '27'-S,/Y 2r-S,/Y 2Ya t/Y Ir-S 1/z• Ira,/2• i 2ra 1/Y 2ra 1 ^q , o ?b m m ? 1 as w �i (2)'C 8.4.120M POSIS lYP b -1(7 1J'-10 1/ I��2ra, '1,zra 1/2' (BOz e'vB'x12G xs) 47a 1/2' \2ra 1/2' 11 rra 1 \ 1,�YYa 1/2' ! zra 1/Y 'J Yra 1/2 DBL C 10 12Gk KW M b D N >7 ^ILp t_r m m m \.... t a t2G�ME- I uw0 11 c r " i m �. 11'-0, 13'-10 1/ '�2ra 1/x' '�2ra 1/x' 27'a 1/Y \ 27'-B I/2' ��rra tlr sra 1/2' ��27'a t/2' n 1r b T 12'0 1Irld ram ^m O m b 2'f2-0 1/2'.IVA PUW \',1 \ \'{� > t/e zr-s 1/2 zra t 2ra t/2 VI-B t zra 1/2• zra,/Y era 1/2 2ra 1/2' h m T 12'a 1 1 PBmm _e m i >e = 7p ` IIL u a 2ra 1/Y 27'-0 1/2' Ira 1/2' 2r-S 1/2' 2ra t/P• 2ra, ' 2ra 1 • 2ra, ' Ira 1 ' zra,/2' 8'-3 9/2' --- --- ——— —— — — - --- --- -I. -- -- -- -- - -- -- -- — ------- em 12 ix V A 1AG m d 27'a,/Y v-B i/r v-a 1/z' 2ra 1/z' 2r-S 1/Y 2r-S t/Y \27a 1/2• 27'-B 1/2' Ira 1/2- zr-S 1/2' ':!to 4' \ �,{ !;TAM A\ 1 m 21'a 1/2' \ zra 1/x' \...2ra 1/Y •�2ra 1/Y \ 2ra 1/2' 27a 1/2 \2ra lr 27'-B 1/2' zY-e 1/2' 1T-10 1/ 7' T 1I5cS i 10G PUSIN rZ. b Z 1z a 1 2 N1 PUSIII m d'2ra,/2' 2ra t/2' 2ra t/Y \zra 1/2' zra 1/i' ;zra t/z' xr-e t/Y `, zr-e 1/2' \2ra t/2' 1 2ra t/Y ts'a t/e �. \ iIN \ 9 .N' T12a, oawww m MIC b E I R N m \ \ \ \ \ \ \ \ \ \ \I \ \ 12 1 1001 FUM zra 1/2' 2ra 1/Y 2ra 1/2' zra 7/Y 27'a 1/Y zra 1/Y 2ra 1/1' 7Y-8 1/2' S'-x r/S• ' b m \• \ L \27*a 1/2•� \ a t/z' Im I aH rules a DATE m tr DRAV -- _ —_ - - ------ -- -- - - -- -- - ..—_ _ - - -- -- ^ F CHE( r -—- - - - - - - - --- --- -- -- - --- - — -- JOB V � m --- -------- - --Ytzsst zt RIM SCAL slaw " DRAV BUILDING 'C' ROOF FRAMING PLAN 3/32'.,' c N„R„, ` REV. 30'-0" 30'-0" 4'-2 11/16' 12'-10 11/16' 12'-10 11/16" 12'-10 11/16' 12'-10 11/16' 4'-2 11/16" 6'-5 /16" L. 6'-5 5/16" 6'-5 /16" V-5 5/16' '-2 11/16' '-2 11/16' V-5 5/16" 6'-5 /16' 6'-5 5/16" 6'-5 /16' L.N I!iII l�I;l - III I ��III I IIIlI IIiI IIIl I'� III " "IIIIIII IIIIIIII �. 1'-0" 1/212 �121/2 2GA'ME -RIB"ROOF DECK Mal 26GAMEGA-RIRROOF DECKtj I I I III I I j� I II I W � a Ll � p aL n CANOPY ELEVATION SECTION SAP SCALE: 1/4'= 1' Mic t DATI DRA CHE JOB_ SCA DRA' `C REV. G A 0 1 2 3 4 5 6 7 8 9 3 5'-0- 5'-0' S'-0" 5'-0' 5'-0" 5'-0• 10'-0" 10'-0" 10'-0" 10'-0• 10'-0' 10'-0' 10'-0" 10'-0 70'-0' 'L'3"x3'x16GA 12 .0 90'-8' 8'-B' 1' • 8'-B" 1' 8'-8' 9' 8'-8• 1' " 8'-8" 1' • 8'-B' 1' W-8" 1' • 8'-8• 1' TOP ANGLE,TYP 1/21 ' 7TMIRAGE ROOF DECK 8'MASONRY WALL —1 L b T.O.M. (t'o"TOM) 26D— �1 T.O.M. 'Z'4"x2 1/2 16GA — PURDNS TYP — — — — — — — — — — — — — — — — — - o I �! m •m I g ~ b ® I T-6 U_ 10-0 01 . U_ 90-0 10'-0" U. 10-0 10-0 U, 10-0 10-0 90 o a •� I I I A � '� _n CJ 26D �Q 'C'POST ER PLAN I S I 9 ffi � qn II FF FF I �29QAU-PAMNEL'PARIMN 4'SLABe TYP $LL o � D DING SECTION SCALE 1/4"=1' 8'MASONRY WALL SD2 (90'-0'TOM) BUIL 10'-8" B'-8• - 8. - 9 10 71 12 73 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3p 530'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 90'-0' 10'-0" 10'-0" 10'-0" 10.-0. 10'-0' 10'-0• 10'-0' 10'-0• 10'-0' 10'-0' 10'-0" 70'-0' 10'-0' 10'-0' I' ' , • ' ' ' ' ' ' • ' ' 10'-0" 1 8'8'-8" 1 8'-8" 1 B- 1 B'-B• 1 W-8' ' " 1 ' " ' ' ' ' ' ' ' • ' ' ' • ' ' • ' ' ' ' ' ' ' ' ' " 1 L E L E - - - — — — — — — — — — — I 1' L J - - 11- - - - - - - - - I - - Y � . 10-0 U. 10-0 U ' • �3[ U➢' 10'-0 10-0 100• • 10'-0" 10'-0 10-0" 90'.0' • 90 10'-0" 9010-0 10'- 10-0 10-0 ' ' 10-0 m B J 4 � W I I I I I I I I I I i I i I I I I I I I I I I I I I I I I I I I I I I I I o f 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G 8'-B' - B'-8 - 8'-8• - 8'-B' - B'-8' - 8'-8' - 8'-8' - 8'-8• - 8'-8' - 8'-8 - B'-B' - 8'-8' - B-8' - 8'-B• - 8'-8• - B'-8 - B'-8' - 8'-8• - 8'-8' - 8-8' - 8'-B - 32 33 34 36' 37 38 40 41 42 43 n 45 46 47 48 �� 50) 5�1)I ' ' ' ' ' ' ' #152 0" 10'-0" 10'-0' 10'-0" 10'-O' 10'-O" 10'-0• 10'-0' 10'-0" 10'-0' 10'-O" 10'-0• 10'-0' 16-0' 10'-0' 10'- 10'-0" 10'-0• 10'-0• 1O'-0' 10'-0" 0'-0' -8. 1 8'-8" 1' B'-8• 8'-8" 1' B- f 8'-B' 18'-8• 1' 8' ' " y• 8'-B" 1' B'-B' 1' 8'-8" 1' 8'-8' 1 8'-B• 1' 8'-8• 1' 0'-8'1 8'-B' 8 i JCF- D 8'MASONRY WALL 55.1 26D (19'-4"TOM) c a - - - - - - - -� — - - - - - I - - - - - - - - - - - - — - - - - - - L — qI L STA � o - -- I-0 10-0" 10'-0" 10'-0' 10'-0' 10'-0• 10'-0' 10'-0 10'-O' 10-0' 10-0" _ 10-0 10'-0" 90-0• 10'-0• 10-0• 10-0 _ 10- 10'-0" 10'-0" _ 10'-0 9 p g m o '_ I- _ _ - - — I _ - i - - — I- _ -t - - CJ 4 9A8 9NTN(3AA�T 18'OC EA.WAY. I •I C FW AL r 4R' 2 CRE7E AND I q 26D CaVa?EIE SLAB NOIM NOTE j18 9N£fT S1. _ _ I_ _ I I_ _ _ _ I — - — I _ — _ _ I �_ _ I — _ _ �_ _ _ I �J - I — I I m Mi E I - - - - - - - - - - - - - - - - - - - - - J DK - - - 25D r CH S 8•MASONRY WALL (td-0•TOM) cl DR g'_g _ g'_g• _ g'_g• _ g'�g• 8'-8 - 8-8 - 6-8' - 8-8 - 8-B" - 8'-8" - 8'-8• - 8'-B - 8'-8 - 8-8' - 8'-8 -a' 8'-8" - 8-8 - 8'-8" - 8-8 - 8-8• 90-8 BUILDING 'D' FOUNDATION PLAN SCALE: ,/B"=1' �� aze 0 1 2 3 4 5 8 7 g g � 0 e•MasoNRY 10'-0. 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0- WALL (11'-4'TOM) c 90'-8' 8'-8' t' 9'-8' 1' 8'-8' 1 8'-B" 1' 8'-8" 1'-" 8'-8' 1' 0'-0' 1' 6'-8" 7' B"MASONRY WALL D 'C' VX21/2706GA T. POSTS AT 5'-0"OC TYP , U r Se R R 4 � � " v v VERT cIR1s TYP g 8"MASONRY WALL (10-0"TOM) 8-8 8-8 - 10 11 12 13 14 15 18 17 18 19 20 21 22 23 24 25 26 27 P8 29 30 530'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0* 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-O" 1' 8'-8" 1' 8'-B" 1' B'-8" ljc B'-a" 1 V 8'-B" t' B'-B• 1' 8'-B" 1 C B'-8" 1' 8'-B" 1' 8'-1" 1' a'-a" 1' 1'-8" 1.7 " 8'-8" V 1'-8" 1' 6'-8" 1' 9'-8" P B'-8" 1' 8'-8" 1' 8'-8" 1' R B C R R D ` SD3 q R q G (� F -8 - B-8 - 8'-B" - 0'-8. - 6'-a" - 8'-8' - 0'-0' - 8'-B* 10 B.-S. 32 33 34 35) 3fi 37 3e � 40' 41 142 43 44 45 46 47 48 49i 150) t;51� (5$) 53 10'-0" 10'-0" 10'-0" 10'-0. 10'-0" 10'-0" 10'-0" 10.4. 10'-0" 10'-0" 10'-0" 10'-0" t0'-0' 10'-0" 10'-0" 10'-0" 10'-0" 10'-0• 10'-0" 10'-0" 10'-0" 1' 8'-B" 1' B'-8" 1' Le V 8'-8" 1' 8'-B" 1' e a'-a" 1' 8'-B" 1' B'-8" i c 8'-B" V 9'-8" 1' 8'-9" 1 C 8'-8" 1-LC B'-B" 1' 8'-0" V 8'-B" 1' 47 8'-B" 1' V-8" 1' 8'-0" 1' 8'-e 1'-" 8'-8" 10'-8' w C 8'MASONRY WALL 6'MASONRY WALL Sal1 (17._4.I M) (11'_4 TOM) ce a O VDTf 2 d.1 TYP STAM PP 4 t��C' T B! 4" 1/2"z1 d POSTS AT 5'-0' TYP °� R R R � Mi( q R I R I tS Y F DATE G DRAY CHE( 8"MASONRY WALL W JOB ALL MASONRY (10-0'TO (1M) (10-0"TOM) SCAT DRAV 8-8 a-a - 8'-0-- - 8'-8" 8'-8" - 0-8' - 8'-8• 8'-8 - 9-8 - 8-8 - a-B - 8'_a - 8-8 - B'-0' 8'-8• - 8'-8" - V-B" 18'-13" - BUILDING 'D' PARTITION PLAN SCALE: 1/8". 1' ® c t401T11i REV. 0 1 2 3 4 5 6 7 8 9 10,-0' 10,-0' 10'-0" 10,-0' 10'-0" 10'-0' IG,-O" 10,-0' z c D (1 -' OS) Bj6"x"x16G HEAD (COTS o¢ y o � m � 1 4 4 SD9 ,C'POSTS PER P L TYP U 'Z'4'z2 1/2*xl6GA PURDNS •o "� S 2 .o � D1 2 �� 'k r�1 m z LL C7 79'BOX'6'x3'x16GA HEADER(CONT) F$ S (10'-3•TOS) 9 10 fl 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1D'-0' 1V-0• 10'-0' 10,-0" 10'-0' 10,-0" 10'-0' 10'-0' 10'-0° 10'-0" 10'-0" 10'-0' 10,-0" 10,-0" 10'-0" 10'-0' 10'-0" 10'-0' ) n Review Sy SAFEbuilt A o to B Q 4 LAP 4°LAP 4 LAP 4 IA.P 4 LAP 4 w n H C 3 _ r- 2 2 2 2 4 � SD9 Sp1 SD1 SO o D to 4 � WZ � 0 G O Q 40'_0• 40'-0• 40'-0' � 30'-0' 30'-0• � 30'-0' � 3 z 30 31 32 33 34 36� 38 39 40 41 42 44 45 46 4 48 Q �1} 52 53, QJ 0 w ` 10'-0' 10'-0" 10'-0' 1V-0• 10'-0• 10'-0' 10'-0' 10'-0• 10,-0• 10'-0' 10'-0• 10'-0• 10'-0" 10,-0" 10,-0' 10'-0' 10'-0' 10.-0• 10'-0' 10'-0• K 1!: 10'-0' 1p'-0• Z O 41 MM ss.1 I sD3 i (1r-7"TOS) ! a LL Q j 'BOX'6'x3k16G.A HEADER(CONT) A STAMP vo C�pEL R d 9 4 lAP I 4 LAP 4'LAP ill 4 - 4 LAP 1 0 SD 'C'PQSIS PER PLAJ 1.TYP '� x 7'4"x2 1/2 x1 PURDNS TYPtt C y'o 40700 2 2 � �I 2 Fgs Npt $�pti SD9 1 1 SD7 Spi SD3 to D EXPIRES: 05-18-21 Michae , IRDale 4 DATE 04-24-19 8 X.6. G DRAWN pL >< F�q F�l F z3 z16GA HEADER(CONT) 99 CHECKED i4 —1 (10'-3'TOS) ROOF CROS BRACING JOB N0. PER DETAIL 61/SD4 161N 40_p• 40'-0' �, 40'-0' 40'-0' 40'-0' 40'-0• SCALE AS SHOWN --i— DRAWING No. BUILDING U ROOF FRAMING PLAN SCALE: 1/6°- 1' ® S5.3R00 NIOFYI}i �� SYMMETRY ,, ROOF PANELS T PURUN R VW AN V OF E'06F 'Z'PURUNS,PER PLANS, 10"MIN EAVE CHANNEL 'L' 3 L PER PUNS& io AL 2 PER (11pIO1T.FOR Al POST OAIFNTA1pI5) CONNECTION WITH DETAIL to/sD1 °FRAIL 2�D1 3" F 'C'POSTS TYP W/(2)(!12 SCREWS TO PER PIAAIs # SPLICE PER'Y'ON TABLE Tiu 1 VERTIC4L GIRT TYP ------ NN NV 7M (SEE PUN FOR ORIENTATION) ------- 0o0 VERT GIRT/PMNNON TO POST L-- - -- W/ 12z1 3/4'TEKS AT 6"aC (3)#12 SCREWS 'Z'PURLIN TO'C'POST I PLANS MP \ I EACH SIDE OF PER'X'ON TABLE TOP ANGLE,PER PLAN WITH 12 TEKS EACH SAVE CHANNEL LE, W/(2)#12 TEKS TO PURUN � S? 'C'16GA MIN SPLICE AND'C'POST "C'POST TYP. 4-MN/8'MAX AIR GAP BEIWEEENN SLICE AT P08r BUTT JOINT /12 TEKS AT 6"OC (SEE PLAN FOR ORIHNTATION) RDOF PANELS AND PARBRON PANELS. 4"TO 8"MAX AIR GAP BETWEEN PARRRON EDGE IS FIELD CUT AND PURUNS AND PARTITION PANELS. PARTITION TO TOP ANGLE MAC_BLRT BRACING AT 1/2 'C POSTS MAY BE SHARP,EDGE TRIM AVAILABLE PARTITION TO POST PARTITION EDGE IS FIELD CUT o e HEIGHTS.W/(2)#12 TEKS (SEE PLAN FOR AT ADDITIONAL COST W/#12 TEKS AND MAY BE SHARP. a POST DREIRATIONN) PER DETAIL 16/SDi EDGE TRIM AVAILABLE AT (IF HLNNM AND CALLED OUT 'U'-PANEL PPRIRON 'L'2"x2'z16CA ADDITIONAL COST SAVE CHANNEL PARTITION PANEL PER 16/SDI ON PARTITION PUN FASTEN TD POSE W/012 TOM VERTICAL GIRT TYP PER PUNS .. PER DETAIL IB/SDI TYP (2)#12 SCREWS PURUN/BEA7:L SIZE SPAN 'L' v Y � � MINI CUP TO SLAB WITH EACH SIDE OF Z 4 x2 1 2 z16G.A 10'-0' 1'-0" 4 3 'L'2'4Y x 3 1/21x3/16'POST BASE CUP TO POST S (2)0.1380zi"SHOT PIN METAL PARTITION PANEL EACH EAVE CHANNEL CONCRETE PER PLANS&DETAIL 16/SD1 ,C,POSTS Z 6 z2 1 2 z16G4 12'-0" 1'-0' 5 3 W/1/2 01 x TEKS,"EMBED HIOLTI Z CUP #1 GIRT WITS 2 6 z2 1 2 z16GA 10'-0" 1'-0" 5 3 (2)�12 SCREWS PER PLANS (SPECIAL INSPECIIOM REQUIRED) hil SECTION AT POST 5 VERTICAL GIRT INSTALLATION 4 TYPICAL EAVE CHANNEL SPLICE a PURLIN SPLICE/SHEAR WALL 2 PURLIN/POST/PARTITION CONN SCALE:3^- 1'-0' SCALE: 1 1/2-= 1'-0" SCALE:3/4"= 1'-0" SCALE: 1 1/2"= V-O" SCALE:3/4'= V-O" NOTE: HORIZONTAL GIRT NOT SHOWN FOR CLARITY. METAL PARTITION/ Ni CORRIDOR PANELS OR MBCI PIER SYSTEMS MAY BE USED IN LIEU OF'U'-PANEL WHERE SHOWN 1" 1• �URSHEAR WALL PANEL PER PLANS. 151 BLY BETWEEN EE 24'OC PER PLANS 1�12 TEKS PER 16/SD1 IBLY BETWEEN PURUNS. PERDATTACHED 12 SCREWS U 8 3 16'z3"x18GA CONE PER DETAIL 16/SD1 Z PURMAC-GIRT,PER PLANUN PER PLANS- - I --- / METAL ROOF PANELS 'U'6 3/16k3^x16GA CONT TOP TRACK PARTITION PANEL PER PLANS METAL�NER �PLANCRETE ANCHORNS ,C'STUD PER PLANS ROOF PANELS PER DETAIL 18/SD1 I 4 TOP TRACK TO E CH2)PO1 EACH PER DETAIL 18/SD1 i W/(2)POST SCREWS TO AND DETAIL 16/SD1 PER PLANS I EACH POST EACH SIDE TYP I --- -- ail PER PUNS ATTACHED { SIDE TYP NOTCH AT PURUNS ! I R-19 MIN BATT INSULATION BAT ROOF PANELS PER DEVIL 16/SDi _ _ CONN PER DETAIL 1/SDI - r 'y TRACK TO CONCRETE: I _.- �" - 1, • 1/2"0 HILTI KB-TZ EACH POST 'C'POSTS PER PLAN TRACK TO CONCRETE: ASSEMBLY PER PLANS I � } } W/2'MIN EMBED, I' 1/2'0 HILT]KB-TZ AT EACH POSE AL_ • A - R-19 MIN BAT INSULATION - 3'MIN EDGE DISTANCE W/2"MIN EMBED, W/.131 1'SHOT AND PIN v 3'MIN EDGE DISTANCE,R-19 MIN BATT AT 24"OC TYP .138'z1'SHOT AND PIN AT 24"OC TYP CIINSULATION 'C'POSTS PER PLANS (, SIDES OF POSTS 29GA'U'-PANEL ON BOTH UV 6 33/11BOT K"�%z(2,�1CONT 'U'B 3/16"x3•x16GA coNnNUDus _ 9ECTM A-AW/ 12 SCREWS'Z'PURUNS PERII BOTH SIDES OF POSTS SCREWS TO EACH POST BOTTOM TRACK WITH(2)#12 SCREWS " 29GA'U'-PANEL I j PER DETAIL i6/SD1 TYP I I EXTERIOR SIDING EACH SIDE TV TO EACH POST EACH SIDE TYP _ POST PER PLAN (SEE PLAN FOR ORIENTATION) I I ROOF FRAMING PLAN I I PER DETAIL 17/SD1 U' 16GA BOTTOM TRACK W/ig12 SCREWS PER _ Q III W/(2)#12 SCREWS TO DETAIL 16/SD1 TYP EA SIDE OF FA STUD TYP yN F V AT INTERIOR UNITS 0 WALL INTERSECTiO_ N DETAIL s TRANS CLIMATE CONTROL WALL $ LONG CLIMATE CONTROL WALL TYPICAL PANEL LAP W SCALE: 1/2"= 1'-0" SCALE Y-1'-0" SCALE:3/4"-1'-O" SCALE:3/4"- 1'-0' SCALE:3/4"= 1'-0' N NOTE:AT BLDG'B%SEE PLANS FOR EPDXY ANCHORS I 'U'-PANEL,PER PLANS TYP �I I 'C'STUDS/'L'VERT GIRT PER PLANS TO CMU PIER / PARTITION TO ANGLE f12x1 3/4"TEKS MAC-GIRT PER PLAN W/MIN 1/2"0 K83 EO SPACED,48'MAX, 1` MAC-GIRT PER PLAN W/#12 SCREWS AT 6^OC TYP LONGITUDINAL SHEAR WALL 3 1/2"MIN EMBED TYP. LONGITUDINAL SHEAR WALL, PER DETAIL 16/SD1 TYR PER PLANS&DETAIL 16/SD1 All ANCHORS TO HAVE 4'MIN EDGE DISTANCE R-16 MIN BATE (WHERE'C'OR'L'MEMBERS ARE ON BOTH SIDES OF WALL PER PUNS TYP INSULATION PARTITION TO POST STAGGER ANCHORS W/8"MIN SPACING) BATT INSULATION R-1 I MIN BATT W/1DE IL16SCREWS (AT BLDG B MIN(3)EPDXY ANCHORS AND TOP ANCHOR CAN ,C,POSTS INSULATION PER DETAIL i6/SD1 TYP BE KB3) PER PLANS TYP .. .... _ 7, A ,X X. /,. Y �t 'C'POSTS METAL PARTITION CMU�72M ., ., "r-r — i / / PANEL TO PIERS WALLS ;,' .T/ / z, 7 / y l : j PER PLANS TYP W/#12 TEKS TO BE SOLIDGROUTED MU . ,i ` ,'•(. .'N /, f j: ... PER DETAIL 16/sD1 1�12 To PER rr ETAIL 16/SD1 Y� LONGITUDINAL SHEAR WALL 'C' T I PER PLANS TYP 1120 3/4'SCREWS i METAL PARTITION 12 TEKS PER DETAIL 16/SD1, PER PLANS&DETAIL 161 PER DETAIL 16/SD1 SCREW PATTERN#2 TYP j12x1 3/4'SCREWS 'I .' R-19 MIN BATT C'OR'L' PER DETAIL 16/SD1 ___ iBGA HORIZONTAL GIRT,PER ,,,,,I TRANSVERSE SHEAR WALL MET P P�PARTOS L'2'x2'z18GA ANGLE lYP PER PLANS&SDETAILI6WSD1 INSULATION ? PLAINS,WITH(4)/12 TEKS AT PER PLANS&DETAIL 161 / -- -1/2'0 ANCHOR / EACH CONNECTION TYP MAC-GIRT IF SHOWN PLAN VEW ON PLANS w r a ` ALL INTERSECTION 5 WALL INTERSECTION 4 WALL INTERSECTION 3 INSUL WALL INTERSECTION 2 PARTITION TO MASONRY PIER/WALL SCALE 1 1/2"-1'-0" - SCALE: 1 1/2"= 1'-0' - SCALE: 1 1/2'-1'-0' - SCALE:1 1/2'= 1'-0' - SCALE 1/2"=1'-0" — STAE METAL ROOF PANELS FASTEN PANELS WITH CLIPS(1)PER PANEL PER PURUN •0 NOTE: ADDITIONAL SCREW WITHIN 5'-0'FROM ALL BUILDING CORNERS,SEE DIAGRAM BELOW. 3'-0'COVERAGE PER DETAIL 18/SDi 4'k1BGAx24"FLAT STRAP WITH(2)#10z1'LOW HEX HEAD SELF DRILLER PER CUP 'U'6 3/16x3z16C4 CONT W/(8){112 SCREWS STAGGERED 6"Typ w CHANNEL W/(1)/12 SCREW TO HEADER/CHANNEL AND M 'U'EAVE CHANNEL PER PLAN AT 12"OC EACH SIDE OF DRAG STRUT/BLOCKING 3'-0"COVERAGE WITH(2)#12 TEKS HEADER 12" 12' 12" EACH SIDE OF POSTS /12 SIITICH SCREWS12 SCREWS TYP AT 20^ac TYP [ 'C'HORIZONTAL GIRTS PER PLANS WITH T 3"x3"x14GA CUPS WITH 1'-4"COVERAGE SCREW PATTERN #t - (6) SCREWS - OKAY AT LINER PANEL MITI (4)#12 TENS TO GIRT AND POSE /12 STITICH SCREWS g12 SCREWS TYP o ° 8" 8' AT 20"OC TYP IR METAL ROOF DECK PER PUNS 3'-0'COVERAGE 'L'3'x3"z16CA (1 29GA U-PANEL LINER PANEL, '\ n 5'-0^ 5'-0' FASTEN PER 16/SD1,SCREW PATTERN#1 TOP ANGLE L L 2 15/32" 1 1/32' CONE'C'HEADER PER PLANS � � DATI W/1/2'0 x 7 1/2'AB 'C Arx14GA CLIP TO CMU DR' 'U'18GA BASE TRACK MIN 22-CA ROOF CLIP ADD ADDITIONAL SCREWS WITH(2)#12 TEKS W/6'MIN EMBED W/1/2'1z4 1/2'MIN EMBED IN HATCHED AREAS CHE AT 32'OC TYP W/HY-270 EPDXY, (2) 10 LOW HEX HEAD JOB EACH SIDE OF POSTS g'TYP #12 SCREWS TYP - ANCHOR TO TOP ANGLE SCREWS PER CUP,MIN TYP i12 STITCH SCREWS MASONRY WALL/PIER W/(3)/12 TEKS ATTACH THROUGH TO SCA PER DETAIL 561&5B/SD3 STRUCTURAL MEMBER ro--�UFVAv Ow�r AT 20'OC TYP SCREW PATTERN #2 — (7) SCREWS — TYPICAL AT PARTITIONS DRA =D HIGH SIDEWALL 20 HEADER AT CMU WALL DETAIL s MIRAGE ROOF PANEL $ MUL n—RIB/R—PANEL SIDING 17 U—PANEL PARTITION i 6 SCALE:3/4"= 1'-0" SCALE: 1 1/2"- 1'-0' SCALE:NTS SCALE:NIS SCALE:NIS REV REINF REF PLAN 2• 2• 3/4.0 SMOOTH ROD 0 24' JOINT NOTES: ALTERNA7"IRE00N NOTES: OC W/"SPEED DOWEL!OR 1.A MIN 3'OF CONC COVER BETWEEN STEEL AND EARTH. CLR CLR AN APPROVED EQUAL 1.JOINT LOCATIONS SHOWN ARE RECOMMENDATIONS ONLY.CONTRACTOR IS RESPONSIBLE FOR _ _ 2.FOOTINGS AND SLAB TO BE A MONOLRHIC POUR. 4'-2 3/4" 11 1/2" PROVIDING SUFFICIENT SUB SHRINKAGE JOINTING TO PREVENT UNACCEPTABLE CRACKING. 3.IF CONSTRUCTION JOINT IS USED,PROVIDE B4 TIE BARS FROM 3'FROM THE BOTTOM OF ALL JOINTS SHOULD NOT FALL BELOW OR WITHIN 18"OF A POST LINE OR BEARING WALL. THE FOOTING BEM 90 AND EXTEND 24'IMO THE SLAB SPACED AT 24"OC. CONSTRUCTION JOINT MUST BE CLEAN AND ROUGH.2.SAW CUT JOINTS AS SOON AS THE SLAB WILL SUPPORT THE WEIGHT OF THE SAW AND � 4.NOTCH/RECESS IS CONTINUOUS UNLESS NOTED OTHERWIOPERATOR WITHOUT DISTURBING THE FINAL FINISH.THE DEPTH OF SAW CUT JOINTS SHALL BESTAB DOWN THICKEN SLAB 1',UNLESS OTHERWISE NOTED.TOWARDS OUTSIDE SLAB PER PLAN �'16'.MIN 1/8"x 1 1/2"TOOLED ORIZONTA3.OPTIONAL•PREDETERMINE CJ LOCATIONS PRIOR TO POUR AND CUT SLAB REINFORCEMENT OR Y BE C JOINT,REF NOTES START AND STOP SLAB REINFORCEMENT TO CREATE WEAKENED SLAB PLANE FOR ADD BARSN SLN�I F I iVFR CORNER 18"MIN CONTROLLED SHRINKAGE.SLAB REINFORCEMENT CUTS SHALL SEVER EVERY OTHER REBARSIZE AND CONSTRUCTION JOINT THAT PASSES UNDER CJ. AS SHOW � '-- A f 4.LENGTH-TO-WIDTH RATIO OF JOINT SPACING SHALL NOT EXCEED 1.5:1. --_ -I€ -- . _ -II NO RECESS NOTCHED RECESS SLAB REINFORCEMENT REINF,REF PLAN SAWCUT CONC SLAB,REF NOTES 5.CONTROL JOINT(CJ)SHALL BE SUBSTITUTED FOR ANY OONST JOINT OMITTED BY CONTRACTOR. ---��,. - --, I CONTINUOUS,UNO PER DETAIL 32/SD2 SLAB PER PUN I - I � PROVIDE DOWELED CONST JOINT AT THE END OF CONC PLACEMENT FOR EACH POUR. I ' I 1 I MAINTNN 4"SLAB THICKNESSII I II Ii f X 8.PROVIDE 2-/4 x 4'-0"LONG 0 4'OC AT MID-DEPTH OF SLAB AT CORNERS OF BLACK-OUTS I -� fF AND AT RE-ENTRANT CORNERS WHERE CJ'S DO NOT OCCUR. I I IL I ----SLOPE 1/4:12 —SLOPE 1:12 )ETAIL 26/SD2 J 7.JUST PRIOR TO PROJECT COMPLETION,CLEAN OUT JOINTS IN ALL TRAFFIC AREAS WITH DRY ti-L COMPRESSED AIR,AND FILL JOINTS WITH AN APPROVED JOINT FILLER(REF TO ARCH SPECS). INTERSECTION DOUBLE E LAYER CORNER NOTE. i i 8 SUB ---- -- ---- ` GRADE CONTROL JOINT 8.DO NOT PROVIDE CONTROL JOINTS IN THE MAT FOUNDATION. ONLY THE SLAB-ON-GRADE 1.FOR'L'SPUCE SEE DETAIL 28/SD2(MIN 2'-0"LAP). (SINGLE-STORY FOUNDATIONS)WILL HAVE CONTROL JOINTS. 2.INTERLOCK ALL CORNERS AND INTERSECTIONS:NO TOOTHING ALLOWED. c p SLOPED RECESSu SS SLOPED RECESS IE SLOPE SECTION 25 TYPICAL SLAB JOINT 23 TYP FOOTING REINFORCINGCONTINUOUS,LAP 22 ADA COMPLIANT SCALE:TUTS f 1/1/2---1'-0' CONTINUOUS,UNO 9'-0" SCALE: 1/2'4 v PER SLAB EDGE SLAB REINFORCEMENT DETAILS ABOVE PER PLANS 1#12 TEKS IN EACH LOW PAN. ---_ / FF � FS \ _ MINIMUM END HOOKS FOR ALL REINFORCING GRAD .CONCRETE AND CMV DEVELOPMENT LENGTH,GR 50 REBAR LAP LENGTH,GR 80 REBAR BAR �• 180' HOOKS 90' HOOKS 135'SEISMIC HOOK BAR 2000 PSI 3000 PSI 3500 PSI 4000 PSI CMU BAR 2000 PSI 3000 PSI 3500 PSI 4000 PSI CMU° SIZ INCH SIZESIZE A or G J A or G A or G H STIR HOOK STR HOOK SIR HOOK STIR HOOK STR HOOK STD TOP STD TOP STD TOP STD TOP WSD USD 11 3 2-1/4* 5" 3" 8" 5" 3 1 2" 3 20" 10" 17" 9" 18" 8" 15` 7" 18' 12` 3 21" 27" 13" 17" 12" 16' 12' 15" 18" 24" ADDITIONAL#4 CONT BAR rP. #4 3" 6" 4" 8" 7" 4 1/2" #4 27" 14" 22" 11" 21" 10" 19" 10" 24" 17' #4 28" 36" 18" 23" 16" 21" 16' 20" 24" 33" IF CONST JOINT IS USED 3,-0'COVER #5 3-3/4' 7" 5" 10" 8" 5 1/2" #5 34" 17" 28" 14" 26" 13" 24" 12. 30' 21" #5 35" 45" 22" 29" 20" 26" 19" 25" 30" 41" #6 4-1/2' 8" 6" 1'-0. 11" 6 1 2" #6 41" 20" 33" 17" 31" 16" 29" 15" 36" 25" #6 42" 54" 27" 34' 25' 32" 23' 30" 38" 49" CONSTRUCTION JOINT • #7 5-1/4" 10' 7' 1'-2' 1'-1' 8" i�7 50' 24" 48" 19" 45" 18" 42" 17" 42` 29" #7 59" 76" 48" 63" 45' 58" 42' 54' 42" 57" OPTIONAL 'WIDTH' ( ) 'REINFORCEMENT' ,�6 6' 11' 8" 1'-4" 1'-3" 9' �18 58' 27' 55' 22" 51" 21" 48" 19" 48" 33" $6 67" 87" 55" 72` 51' 68" 48' 62' 48" 65" 9 9" 1'-3' 1'-0" 7'-T N A N A 1p9 65' 31' 62` 25' 57" 23" 54" 22" NA NA #9 78' 98" 62" 80" 57" 74" 54" 70' NA NA W10 10" 1'-5" 1'-2' 1'-10' 1�10 72' 34" 69" 28" 64" 26" 60" 24" NA NA #10 84' 109" 69" 89" 64" 83" 60" 77" NA NA FOOTING _DUL � 2'-0" SEE SCLLiiED ,,,, •LAP LENGTHS FOR CMU ARE SHOWN FOR WORKING STRESS DESIGN(WSD) CAUAIR: 'tl6D'DI' TJEPIH' 'ftEINFORCQMENT' 'X• Y {�14 17 1/2 2-3 1-10 2-7 0� AND ULTIMATE STRENGTH DESIGN(USD)METHODS.REFER TO MASONRY A 18` 18' 2 4 CONT TOP AND BOTTOM . #12 SCREWS {j18 22-1/2 3'-0" 2'-5" 3'-5' _$ SPEC FOR THE APPLICABLE DESIGN METHOD FOR THIS PROJECT. a 18" 18' 2 4 CONT TOP AND BOTTOM 1--1/2 1-1 2 DETAILING HOOK DETAILING 0 18" 18' 2 4 CONT TOP AND BOTTOM 18" 1-1 2 I a c DIMENSION 7 N 3sad H MIN. 3" 6 1 J D A w G o o db O 4db or IB ROOFING/SIDING 30 MIN.2 N L11 STD REBAR TIES, HOOKS, BENDS, LAPS 27 PERIMETER FOOTING 2s MAX TRANSITION 980 END HOOK SIT END HOOK 135•SESMIC HOOK 11L w i SCALE:NTS NTS SCALE:NTS y NOTES: SEE DETAIL 34/SD2 FOR NOTES. NOTES: NOTES: 1.SPECIAL INSPECTION IS REQUIRED FOR OL CMU WALL,/FTG Ok CMU WALL/FIG 1. SEE ITEM 18 OF CONCRETE SLAB NOTES ON SHEET S1.1 FOR REINFORCEMENT ALTERNATIVES. 1.A MIN OF 3"CONIC COVER BETWEEN STEEL AND EARTH. MASON Wes' MASONRY WALL 3 11 18" 2. AT HEATED BDG'S A 3 D USE 2'RIGID INSULATION AND 10 MIL VAPOR BARRIER UNDER SLAB. 2.COLUMN SUPPORT DURING CONSTRUCTION: 2.SEE DETAIL 32/SD2 FOR CONCRETE MASONRY PILASTER/PIER PER PLANS INFORMATION. PER PUNS MIN A.PROVIDE#3 71E SUPPORTING(2)#3 BARS 5"APART NEAR THE CENTER I OF THE CAISSON TO SUPPORT THE COLUMN AND ALLOW THE COLUMN '10'x2'x12GA BEAM (1)/4 CONT Hill 18"x1 1/2'STAB RECESS (1)#4 CONT 11 1/2'x1 1/2'SUB RECESS I I I I' B.AFTER POURING CONCRETE INSERT THE COLUMNS AND PROVIDE ADEQUATE 4 4 DOWELS PER DETAIL 58/SD3 SUB REINF PER PUNS SUB PER PUNS SUPPORT SO THE COLUMNS WILL BE PLUMB DURING CONSTRUCTION. C'10'x2"x12GA BEAM SEE ARCHITECTURAL 'I r FF SEE PUN FOR SIZE SEE ARCHITECTURAL I I FF AND CIVIL DRAWINGS U'4"z8"z4"x92GA OR'C' AND CIVIL DRAWINGS FIG -__. � #3 BARS AT 18"DC lEK3 EACH LEG ANDP Ll I I-- EACH WAY, M CENTER O SLAB ( "xMBEDDE COLUMNS p_6• +/-2'FROM CENTER OF WALL 1/8 4-12 (WELDED)EMBEDDED ES -- 9'LINJG,W/(8) 12 I II,I 1 8 4-12 51 INTO FOOTING ` I FACE OF CLIP,(32) zI TOTAL ON TEKS AT II f ' 4 DOWELS PER =------- -- �- r (5)#5 VERTICAL BARS ----- EACH CONNECTION "� III DETAJL 26/SD2 +. EQUALLY,SPACED TYP II�I 4 DOWELS PER - - --- a (2)#3 BARS SUPPORTING 24"Ox8'-O`DEEP e DETAIL 55/SD3 — COLUMN DURING CONSTRUCTION CAISSON FOOTING SEE REINFORCED CONC NOTE��10 SHEET 51.1 PLAN`�n��.�,� � PURUN SPUCE FOOTING DOWELS TO MATCH V-6"MIN (2)/4 CONTINUOUS FOOTING _ CONTINUOUS 'CMU PILASTER/WALL REINF UNO SEE PLAN TOP&BTM TYP LINO NG OOWELS 2' 3"MIN \3)TO �5 W/32'MIN LAP TYP PER DETAIL 5S/SD3 LINO SEE PUN TOP&BTM TYP LINO PLAN VIEW MASONRY PILASTER FOOTING MASONRY WALL FOOTING 4' THICK SLAB DETAIL 32 (2)'O'B•(WELDED)(2) 12GA COLUMNS EL34 33 SCALE:3/4'=1'-0' SCALE:3/4"= 1'-0" SCALE INTO FOOTING 1`= 1'-0' STAI * ROOF DECK I #12 TEKS PER 30/SD2, (2)PER LOW PAN AT EAVE 4'-B'(12GA PURUNS) 'L'2'x2'x2'-O'x12GA ATTACHED NOTE: SEE'LIGHT GAUGE METAL STRUCTURE'NOTES ON SHEET 31.1 FOR TIGHTENING BOLTS. r r AND RIDGE 6'-6'(1OCA PURLINS) W 4 t } ROOF DECK PER DETAIL 30/SO2. U ()N12 TEKS F. LEG TO ¢e PURUN TOP FLANGE 2" ¢ 2" t 2'-3'(12GA PURUNS) 2'-3'(12GA PURUNS) (2)#12 TEKS PER LOW AT ROOF DECK (FIELD COPE AS REQ'D) 3'-3'(tOGA PURUNS) 3'-3"(10G4 PURUNS) RIDGE PURUN PER PLANS A-A 2" (3)#3 TES AT 3'DC AT ---,' 2'-O'(12CA PURUNS) 2'-O'(12GA PURUNS) I I I THE TOP 12'OF CAISSON M 1 1 ® 0 3'-O'(tOGA PURUNS) 3'-0'(10CA PURUNS) � a I I I�i 'C'BEAMS PER PUN co I I #4 TIES SPACED I 0 'o 1 `� I I I I I AT 10"OC TYP ® 0 °° 10° °o °° DBL'C'BEAMS PER PLANS T `I" T mil •o * } I� I} (5)#5 VERT EQUALLY I n o o °o 'Z'PURUN PER PLANS ° '° 1n SPACED El o °I (NOTCH PURUNS AT BEAMS) A-A (4)7/8'0 W/ MACHINE BOLTS I I I I' 0 0 ii I of of EACH SIDE W/WASHERS ON BOTH SIDES ° o I o ° SEE DETAIL 37/SD2 OF BOLTS W/15/16'0 HOLES,(SPECIAL __------� i DBL'C'BEAMS PER PLANS I 0 1° I °1 ° INSPECTION NOT REQUIRED) 11 1.1 COLUMN SUPPORT: 3 TIES DATI o I o o 'L'4'z4'z0'-4'x12GA CLIP ANGLE I I o 1 °1 o W/T 12'PURUNS,USE I I I 11- SUPPORTING COLUMN DURING SUPPORTING(2)13 B4RS DRA C'10'x2'x12GA BEAM (12)#12 TEKS TO PURUNS& I/8 4-12CHE (2)5/8"0 A325 MACHINE BOLTS 1/8 4-12 TYP TT 1 TT CONSTRUCTION. JOB ^�� SPUCE CONNECTION: 1 W/WASHERS ON BOTH SIDES TYI__ M\NGn (9)/12 TEKS AT 'Z'PURLINS PER PLAN EACH END TYP I WELDED BOX'C'COLUMN BOX COLUMN PER PLANS BOX'C'COLUMNS PE2TION SCA PER DETAIL 40/SD2 PER PLAN VIEW A-A PLANS DRA T PURLIN TO BEAM 40 PURLIN SPLICE DETAIL 39 RIDGE PURLIN TO BOX COLUMN 38 DBL 'C' BEAMS TO BOX 'C' POSTS 37 COLUMN/CAISSON DETAIL 36 ` SCALE:3"= 1'-O" SCALE 1 1/2"= 1'-0" SCALE:1"= 1'-0' SCALE: 1"= 1'-0" SCALE: 1/2"= V-O" — REV NOTE:SPECIAL INSPECTION REQUIRED FOR ADHESIVE ANCHORS. METAL ROOF DECK 'L'4"x2"z16GA RAKE ANGLE METAL ROOF PANELS RI WITH(2) 12 TEKS PER DErAlL 18/SDi 1-HOUR FIRE RATED WALL 'U'6 3/16z3x16G.4 CONE CHANNEL 'U'4 3/i6"z2'x18GA HEADER CAP WITH - - PER PLANS TO EACH POST&PURLIN A 'C'CONT.HEADER,PER PLANS W/(1)#12 SCREW AT 1Y DC EACH 4'xl8GAx24"FIAT STRAP WITH(8)J12 � WITH 5/8.0 ANCHOR BOLT METAL ROOF DECK SIDE OF HEADER SCREWS STAGGERED TO CONT.'BOX' gS L'3"x5"xl6GA POST/PURUN CUP PANELS 26GA R-PANELS WITH A MIN ATE 32EOC TYP. HIGH SIDE TRIM HEADER AND TOP ANGLE S W/(6)#12 HH TEKS TO PURUN 'L'2"x2'x18GA ANGLE WITH 12 SEE DETAIL 17/SD1 AND(6)112 HH TEKS TO POST. LONGITUDINAL WALL PANEL 'Z'PURUN PER PLAN METAL ROOF DECK PER PLAINS H NOTCH GYP.BOARD AROUND CUPS. SCREWS TO PER AND PTYEP PER PLANS TYP PER 2/SDI / HEADER W/1/2 0xx 7 1/2'All z L (1)LAYER 5/8'TYPE'X'GYP. 'C'HORIZONTAL GIRTS PER PLAN ,,,. - ------- W/6'MIN EMBED N BOARD ON EACH SIDE OF POSTS. ` WITH'C 3'xYxl4GA CUPS WITH -'+r AT 32'OC TYP T FASTEN GYP.BOARD TO POSTS (4)#12 TEKS TO GIRT AND POST 'Z'PURUN O WITH TYPE S12 SCREWS 1r OC. 'C'POSTS PER PLAN----. RAKE TRIM PER PLANS ° R 1 HOUR ASSEMBLY PER (2)#4 CONT UL DESIGN U425. 29GA U-PANEL UNER PANEL, BOND BEAM I �I° TOP ANGLE PER PLAN W/ AFASTEN PER 18/SD1,SCREW PATTERN{�1 'C 3'x3'xl4GA PURUN HANGER ( ;I #12 SCREWS AT 12"OC TO PART D 'C'POg(/SAD TRACK TO CONCRETE W/(1)1/2"0 BOLT TO PURUN I I° 1/2"0 EXP.ANCHOR PER PLANS TYP 1/2"►x2 1/4'EMBED HILTI KB-TZ 'U'16GA BASE TRACK 8"C.M.U.WALL {` AND(1) 1/2.0 BOLT TO HEADER CMU WALL PER PLANS 'L'3"x3'z14G4 CUP TO CMU WITH 3"MIN EDGE DISTANCE 5'-0'OC WITH(2) 12 TEKS SOLID GROUTED {: AND DEIAIL 56/SD3 -� 1/2"0x4 1/2"EMBED W/HILTI HY-270 2"MIN.EMBEDMENT W 138'xi"SHOT AND PIN ^,`I";'} ADHESIVE ANCHOR&TD TOP ANGLEg AT W-0"OC TYP. /' EACH SIDE OF POSTS I USE 3 € W/0.138'0 x 1'SHOT PIN AT 2'-0*DC TYP .r. () 12 SCREWS g AT 2'-0*OC TYP. ` PRIOR TO INSTALLATION OF GYPSUM BOARD. VERT GIRT PER 11/SDI OFFING SUPPLIED AND INSTALLED BY OTHERS. )UR BEARING WALL WALL INTERSECTION INSULATED ENDWALL PURLIN TO CMU HEADER HEADER AT CMU WALL DETAIL 45 44 43 42 41 SCALE:3/4"=1'-0"_ SCALE:1 1/2'=1'-0" SCALE:3/4"= SCALE: 1 1/2"= 1'-0" SCALE: 1'=1'-0' � 1. � NOTES: NOTE: HEADJOINT DEPTH OF CAULKING LL g` L- DESIGN NO.U42`s 1.ANCHORS MUST BE INSTALLED A MIN OF 1 3/4"FROM EDGE OF BLOCK. (2)CONT N5 BARS 1.PLACE EXPANSION JOINTS 40'-O't OC OFFSET 1/2 THE WIDTH OF 4A Gypeum Board*-As an alternate to Item 4-Nom 5/0 in.thick gypsum panels,with 2•ANCHORS MUST BE INSTALLED A MIN OF 1 3/8'FROM VERTICAL MORTAR JOINT. WIDTH June 06,2009 FROM BUILDING BEARING WALLS. HEADJGNT Applicable For Exposure To Fire On Interior Face Only.) square edges,applied horizontally. Gypsum panels fastened to framing with 1 in,long 3.ANCHOR INSTALLATION IS RESTRICTED TO NON-SHADED AREAS. 2.PLACE EXPANSION JOINTS AT OR WITHIN 24'OF 88 bugle head steel screws spaced a max 8 in.OC,with last 2 screws 3SLAB CONTROL WHERE 3 (See Items 4 and 5) from edge of board. Horizontal joints need not be backed by steel framing. Horizintal T T-"1 4- 1 1 3.FOR AN APPROVED RATED JOINT DEfAL SEE &L RATING-45 Min, 1, 1-1/2 or 2 HR. edge joints and horizontal butt joints ono opposite sides of stud on interior walls need not ARCHIT PLANS. 1 g ! horizontal I I 4.FOR WATERPROOFING INFORMATION REFER TO (See Items 2 and 4) be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers on interior walls(mul ARCHITECTURAL PLANS Forest systems)staggered a min of 12 in. pETdIL M�Dfl WAIL. Templrinkrld Forest Products Corp-GreenGlaea Type X. � 1 1-1 -� 1 ! -� National Gypsum-Type FSW-6. _ - AT RESTRAINING WALL BACKER ROD ^ TERMINATE EVERY OTHER 7 2 48. Gypsum Boar*-(As an alternate to Items 4 and 4A)-5/8 in.thick,4 ft.wide, �i WATERPROOFING BY OTHERS HORIZONTAL REINFORCING paper surfaced applied vertically only and secured as described in Item 6. _ - CAULKING SET 2"FROM Temple-Inland Forest Products Corp-Type X ComfortGuard Sound Deadening EXPANSION JOINT Gypsum Board. 5.Gypeum SheaMing-For exterior walls, 1/2 or 5/8 in,thick Classified or unclassified #2 TIES AT 8'OC __ - gypsum sheathing applied vertically and attached to studs and runner tracks with 1 in. _ - long Type 5-12 bugle head screws spaced 12 in.OC.along studs and tracks. One of Te the following exterior facings are to be applied over the gypsum sheathing. a.Siding,brkk or ducco-Aluminum siding,steel aiding,brick veneer,or stucco attached to studs over gypsum sheathing and meeting the requirements of local code - MASONRY PIER HORIZONTAL SECTION agencies. When a min 3-3/4 in.thick brick veneer facing is used,the Exterior Wall - SEE 58/SD3 FOR ADDITIONAL VERTICAL BAR `tE_#5 z 30"LONG SMOOTH HORIZONTAL Rating is applicable with the exposure on either face. Brick veneer wall attached to - - -- ADDITIONAL INFO E XTEFIOR WAIL studs with corrugated metal wall ties attached to each stud with steel screws, not EACH SIDE OF EXPANSIONED JOINT DOWELS TO MATCH SPACING OF more thon each sixth course brick. When a min 3-3/4 in.thick brick venner facing I PER MASONRY SCHEDULE& HORIZONTAL M. PREVENT BOND c)*INUIOR or O7 5 2 is used,Foamed Plastic(Item 10) may be used. 1 3/8 11 3/8" ,* PER FLATUS PER PLANS PERK RESTRAINING WALL DETAILS SLEEVE. EITHER GREASE OR PLASTIC b.Cementious Social Unbil or 5/8 in.thick square edge boards,attached to MORTAR JOINT CONT VERTICAL WATERSTOP J3/8" SLEEVE. CAP ALL DOWELS TO BY OTHERS ALLOW 1'MOVEMENT a+{ steel studs over gypsum sheathing with 1-5/8 in.long,Type 5-12 corrosion resistant, FK wafer head steel screws,spaced 8 in.OC. Studs spaced a max of 16 in.OC.Joint* CMU ANCHOR RESTRICION AREA 48 TYPICAL CMU LINTEL-PILASTER 47 MASONRY EXPANSION JOINT 46 covered with glass fiber mesh tape. United States Gypsum Co.-Durock Exterior Cement Board or Durock Brand Cement Board. SCALE: 1 2"= l'-O' w a.Fiber-Cament Siding-Fiber-cement exterior sidings including smooth and patterned SCALE 1"=1'-0' / (FIRE)SIDE panel or lap siding. d.Mckled Plastid*-Solid vinyl siding mechanically secured to framing members in NOTES: NOTES: HORIZONTAL SECTION accordance with manufacturers recommended installation details. 1.FOR DIMENSION'L'SEE DErAIL 27/SD2(WSD METHOD). 1.PROVIDE ADEQUATE BRACING OF MASONRY WALLS/PIERS/PILASTERS UNTIL ROOF AND WALL PANELS ARE INSTALLED. Heide,W.of Associated Materials,Inc. 2.INTERLOCK ALL CORNERS AND INTERSECTIONS.NO TOOTHING ALLOWED. Not shown)-Top and bottom tracks of wall assemblies Nebraska Plastics,Inc.. TAL BARS MUST HAVE A STANDARD 180'HOOK AROUND VERTICAL BARS AT END, 2.ALL WALLS OVER E MID REQUIRE SPECIAL INSPECTION. 3.ALL HORIZON n No.20 MSG(0.0329 in., min bare metal thickness) e.Wood Structural Panel or Lap Si Rated Siding,Exterior,plywood,OSB or () 3.NO SPLICES IN THE MIDDLE 1/3 OF WALL. ck)galy steel or No.20 MSG(0.033 in.thick) primed composite panels with veneer faces and structural wood core,per PS 1 or APA INTERSECTION AND CORNER WALL CONDITIONS,SEE DETAIL 27/SD2. -al connection between steel studs,and to adjacent Standard PRP-108,including textured,rough sawn,medium density overlay,brushed, ,and/or other walls. Attached to floor and ceiling grooved and lap siding. AEAB WALL iced not greater than 24 in.OC. 6.Faetenen-(Not shown)-Screws used to attach wallboard to studs:self-tapping bugle steel studs,min No.20 MSG(0.0329 in.,min bare head sheet steel type,spaced 12 in.O.C. First layer Type 5-12 by 1 in.long for 1/2 WALL WIDTH MAX HEIGHT VERTICAL REBAR HORIZONTAL REBAR FOOTING DOWELS SPM W film Fy BLOCK WEIGHT /2 in.wide,min No.20 GSG(0.036 in.thick)galy and 5/8 in.thick wallboards and 1-1/4 in. long for 3/4 in.thick wallboard. Second PERIMETER B. 12'-0' #5 AT 40"OC #5 AT 40'OC TYP W/(2)#4 AT LEDGER/HEADER LINES #5 AT 40'OC REQ 1,5D0 PSI 50 KSI MEDIUM ick)primed steel,cold formed,shall be designed in layer Type 5-12 by 1-5/8 in. long for 1/2 and 5/8 in.thick wallboards and 2-1/4 in. - i of the Specification for the Design of Cold-Formed long for 3/4 in.thick wallboard. Third layer Type 5-12 by 1-7/8 in long. STANDARD HOOK merican Iron and Steel Institute. All design details 7.Batts and Blankets*-Placed in stud cavities of all exterior walla. May or may not be IxlLwic L91sr± - ,f the wall assembly,including the axial design load of used in interior walls. Any glass fiber or mineral wool butt material bearing the UL r the steel and stud designer and/or producer,and shall Classification Marking as to Fire Resistance,of a thickness to completely fill stud cavity. (2)VERT BARS BEND ALT BARS - mble local code agencies. The max stud spacing of See Batts and Blankets(BZJZ)Category for names of Classified Companies. IN LAST CELL AS SHOWN 4 in.OC(or 16 in.OC when Item 5b is used). Studs 7A,Fiber,Sprayed*-As an alternate to Batts and Blankets(Item 7)-Spray applied cellulose L 'L' s with 1/2 in.long Type 5-12 steel screws on both material. The fiber is applied with water to completely fill the enclosed cavity in cited connections designed in accordance with the AISI accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib/fts. Alternate application method:The fiber is applied with U.S. -j- - - - - - - - - - - HORIZONTAL REBAR shown)-Where required for lateral support of studs, Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to BOND BEAM PER TABLE I" s of strops,channels or other similar means as 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application ADDITIONAL #5(TYP) ular steel stud wall system. instructions supplied with the product. Nominal dry density of 2.5 Ib/fts. VERT BARS AS SHOWN �� REEAR and bearing the UL Classification Marking as to Fire US Greenfber LLC-Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) PER SCHEDULE VERTICAL T BLE joints between layers staggered. Outer layer of 3 layer 78.Fiber,Sprayed*-As an alternate to Item 7 and 7A-Spray applied cellulose material. PER TABLE mtally unless specified below. The thickness and The fiber is applied with water to completely fill the enclosed cavity in accordance with Siurar revca ~U iesign load for the 45 min, 1 hr, 1-1/2 hr and 2 hr the application instructions supplied with the product. Nominal dry density of 4.58 Ib/fts. EM INTERSECTION CMU WALL w Nu-Wool Co,Inc.-Cellulose Insulation FULLY GROUTED I � Interior Walls S.Jar Tape and Compound-(Nat shown)-vinyl or casein,dry or premixed joint MASONRY WALL INTERSECTION - - - - - - - - compound applied in two coats to joints and screw heads of outer layer. Perforated 53 a Protaction on Both Sides of Wall paper tape, 2 in,wide,embedded in first layer of compound over all joints of outer layer. Number of Layers f9.urring Fureg Chalets-iOptional,not shown,for single or double layer systems)-Resilient SCALE:1/2'= 1'-0' I I STI and Thickness Percent of furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertical)a / d Boars in Each Layer Design Load max of 24 in.OC. Flange portion attached to each intersecting stud with 1/2 in.long OTES• ZZ 5 1 4 Type Foamed steel screws. 1.ALL VERTICAL BARS&TIES EXTEND TO FULL HEIGHT OF PILASTER. *1 layer, 1/8 in.thick 100 Ma Foamed in.thick Not shown-For use with brick veneer as outlined in Item 5A- _ *1 layer,5/8 in,thick 100 Maximum 2 in.thick rigid polystyrene insulation attached to studs with fasteners of 2.FOOTING DOWELS TO LAP WITH ALL VERTICAL BARS 50 BAR DIAMETERS MIN. *2 layers, 1/2 in.thick 100 sufficient length to penetrate the foam and 3/16 in. into the stud. A minimum 1 in.air 3.SPECIAL INSPECTION IS REQUIRED FOR THESE MASONRY PILASTERS. *2 layers,5/8 in.thick 80 space is to be maintained betweeen the outer surface of the foamed plastic and the 4.FOR PILASTER SIZES NOT SHOWN UP TO 6'-0",PROVIDE(2)#5 BAR IN EACH CELL WITH/2 TIES. +3 layers, 1/2 in.thick tC0 inner surface of the brick veneer. 5.GROURNG SHOULD BE CONTINUOUS. *2 layers,3/4 in.thick 100 Owens Coming Specialty&Foam Products 6.NO VERT SPLICES IN THE MIDDLE 1/3 OF THE PILASTER PER DEAL 56/SD3. is serving as exterior walla where Classified fire rasistiye IOA.Mortar Drop Protection-(Optionol Item Not Shown)-foamed plastic with mortar control - o s substituted on the exterior face. device attached,continuous,by drainage holes at bottom of air space behind brick (4)E5 VERT BARS (6){5 VERT BARS EF=EACH FACE z veneer. FULL HGT W/ FULL HGT W/ 2 Owens Caning Specialty&Foam Products-WeepGuard /2 TIES AT 8"OC /2 TIES AT 8'OC FULL $5 VERT BARS Exterior Walls It.Csmentioue Backer Unife*-(Optional Item Not Shown-For Use On Face Of 1 Hr Or 2 (SEE NOTE 5) 1/2"CLR (SEE NOTE 5) FULLS W/ EQ EQ ' w xrotection on Interior Side of Wall Hr Systems With All Standard Items Required)-1/2 in.,5/8 in.,3/4 In.or 1 in.thick. 2 TIES AT 8"OC M MI min.32 in.wide.-Applied vertically or horizontally with vertical joints centered over studs. (SEE NOTE 5) - - - - - - - - - I Number of Layers Fastened to studs and runners with cement board screws of adequate length to penetrate ALTERNATE HOOKS .I•F I R and Thckness Percent of stud by a minimum of 3/8 in.for steel framing members spaced a max of 8 in.OC. AT 4'CORNERS N Bears in Each Layer Design Load When 4ft.wide boards are used,horizontal joints need not be backed by framing. 2-Hr w I - - - - -- - - - - - - - - - 1 layer,5/8 in.thick ipp System-Applied vertically withvertical joints centered over studs. Face layer fastened overkid '� 'i 4 -2 la era, i/2 in.thick gypsum board to studs and runners with cement board screws of adequate length to - - _- - - - - - - - - _Y 100 (2.5'MIN)2 layers,5/8 in.thick 100 penetrate stud by a minimum of 3/8 in.for steel framing members,and a minimum of TYP N DA3 layers, 1/2 in.thick 100 3/4 in.for wood framing members spaced a max of 8 in.OC. � n. --• DR 2 layers, 3/4 in.thick lop National Gypsum Co,-Type PermoBase UCENTEREDCH CUT THE CMU - - - - - - - - _--. _ - - - JO ;*gory for names of Classified Companies of 1lb rd or *Bearing the UL Classification Marking AS REQ TYP ALTERNATE FOOTING TIES PER TABLE -w for Classified Company of 3/4 in.thick wallboard. © SC es AR, IP-AR, IP-0,or ULTRACODE SEE TYPICAL REINF BAR DETAIL FOR DR s AR,IP-AR,IP-X3,or ULTRACODE 71EGQaL DIAMETER OF BEND REQUIREMENTS i AR, IP-AR,IP-X3,or ULTRACODE FIREWALL - UL DESIGN NO. U425 59 TYPICAL MASONRY PILASTER DETAIL 58 TYPICAL MASONRY WALL REINFORCEMENT 56 SCALE:NONE SCALE: 1/2'= 1'-0" SCALE:3/4"= 1'-0' E RE I 3 CREWS AT 12'OC TYP 'C'ROOF POST,PER PLANS 'L'4'x2"x15GA RAKE ANGLE, (2)012 H.H.TEKSPER PLANS TO TOP OF PURUNS CROSSA RAT STRAP DECK PER PLANS II 4'z18GA FLAT STRAP 'C'POSTS,PER PLANS ! CROSS-BRACING o 4k18GA FLAT STRAP CROSS-BRACING CROSS-BRACING 'Z'PURLIN,PER PLANS z \'X- " 'C'POSTS,PER PLANS 00o L2 TEKS,PER PLANS 1 _ (5)#12 PANCAKE TEKS AT 'Z'PURLIN, 3/4"SPACING - - -- AT 3/4"SPACING 1 PER PLANS 'U'EAVE CHANNEL, 4'%18GA FLAT STRAP PER PLANS OVER/UNDER BRACING (5)#12 PANCAKE TEKS AT I PER PLANS 3/4'SPACING (2)#12 H.H.TEKS TO BOTTOM 16"x3"x14GA PURLIN CAP OF PURLINS fig€ 2 SCREWS TOP&BOTTOM TYPg INTERIOR ENDWALL SIDEWALL 'URLIN CAP DETAIL 65 PURLIN OVER/UNDER BRACING 64 TYPICAL CROSS-BRACING DETAILS 61 SCALE: 1 1/2"=1'-0' SCALE: 1"= 1'-0' SCALE: 1 1/2"= 1' -0" 'U'16GA TOP TRACK W/(2)#12 TEKS NOTE: EA SIDE OF POSTS MIRROR CONNECTION WHERE BEANS INTERSECT FROM BOTH SIDES HEADER (6)#12 TEKS RAFTER TO POST OVERHANG METAL ROOF PANELS 'P'STIFFENER PLATE 3'z3'z18GA ANGLE W/(2)#12 TEKS EACH LEG TO 'L'4'x2'x16GA PER PUNS PER DETAIL 16/SDt ,W BEAM 1/2. BOTH SIDES RAFTER&POST,#12 TEK AT 6'OC TO U-PANEL RAKE ANGLE T&B A2G4 4'x36"x18GA FLAT STRAP L - --- _ WTO(2EACHiPUK TEKS - _..-..._ r W/(12)#12 WH EACH END ------A ----- PER PLANS n 5 ®FAM o 25GA MULTI-RIB WALL PANELS - - - ---- #1 - + END 'C'6'x2 1/2'x18GA 1 1 ---I, 'Z'PURUN PER PLAN {�j 'C'6'x2 1 2'x16GA U-PANEL LINER,PER PLANS 5�-D T I/SD5 BLOCKING / 'L'3'x3'z18G4 RAKE ANGLE PONY POSTS AT 4'-0'OC C 3'z3'z16G.A TOP ANGLE 4' ° W/(2)#12 TEKS CONNECTION PER 1/SDI I- W BEAM o-o - o 0 0 0 o TO EACH POST&PURLIN PER PLANS P o 0 o -0-0 o o-o-0 7'6"x2 1/2"x16GA BLOCKING 3/16 'C'6'x3 1/2'z14GA RAFTER 'C'HORIZ GIRT PER PLANS TYP ' ° 'U'6 3/16'z3"z18GA W/3'x3"x14GA CUP AT 4'-0"DC EXT WALL PANELS W 3'x3"x14GA CUP 3 1S W/(6)#12 TEKS TO RAFTER / 'L' (4)#16GA CLIPS HEADER/BASE TRACK AND TOP TRACK W/'L'3'x3'z14GA z B'CUP TO PURLIN PER DETAIL 17/SD1 W/(4)#12 TEKS TO GIRT AND POST W/(4)#12 TEKS TO SILL 1/2"0 z 7 1/2'J-BOLTS, W/(6)#12 TEKS EACH LEG AND JAMB ON EACH END 6'MIN.EMBED,3'EDGE DISTANCE, 8'CMU WALL 56/SD3 (AT POST MID-HGT) 1 1/2" 'C'HORIZ GIRT PER PUNS 1 29GA'U'-PANEL LINER PANEL ('B')13/16"Ox1"HORIZONTAL SLOTTED HOLES 2" MIN SPACED AT 24"OC(BY OTHERS) W/3'x3'z14CA CUP ATTACH PER DETAIL 161 C'POSTS PER PUN 29GA'U'-PANEL LINER PANEL WITH 3/4"0 A325 BOLTS EA SIDE o W/(4)#12 TEKS TO GIRT ATTACH PER DETAIL 16/SDI I POST PER PLANS 'C'POSTS 4'-0"OC 'CLY BEAM SIZE T P. /OF BOLTS'B' AND POST(AT POST MID-HGT) W12 10" 3/8 3 26GA E'XT PANELS 'C'POSTS BEYOND W16 15 1/2" 3 8 4 PER DETAIL 17/SD1 W18 17 1 2 3 6 5 ` �o ss sa s� W2'W BEAM INTERSECTION ss WSr 'PER FRAMING STEEL WALL ABOVE CMU WALL HIGH SIDE WALL OVERHANG ENDWALL OVERHANG FRAMING � SCALE: 1 1/2"= 1'-0" SCALE:3/4"= 1'-0" NOT TO SCALE SCALE:3/4'= 1'-0' SCALE:1 1/2'= 1'-0' N ('B')13/16'0z1'SLOTTED HOLES NOTES: !N STEEL AND EARTH TYP. WITH 3/4'0 A325 BOLTS. 1.PROVIDE ADEQUATE BRACING OF BEAMS AND COLUMNS. AND ROUGH. FILL POST RECESS 1/2' 1"AT BEAN SPAN DIRECTION 2.DO NOT REMOVE BRACING UNTIL THE SHEAR WALLS,FLOOR DECK AND CONCRETE ARE INSTALL W/CONCRETE AFTERAND CURED. POST INSTALLATION III CL COL&FIG HEX HEAD ANCHOR BOLT SLAB RIENF PER PLANS 1/4'KNIFE PLATE W/DBL NUT VARIES - 3/18 WITH BOLTS TO 1 (4)3/40 F1554 GRADE A35 'P'KNIFE PLATE BEAM ' x 12"EMBEDMENT,TYP 1 r ® (2)#4 COAT t I STRUCTURAL C SHAPE STAIR LANDING BEAM K OUT NON-SHRINK GROUT _ _- — — _ �_ "' W BEAN Ii PER PLAN / 1 5T� -t PER PUWSUSE(2)3/4'B x 3'MBS 3/16 } W/WASHER BS FOR 3 16 _ BEAM TO HSS POST CONN #4 DOWELS AT 24"OCHSS COLUMN PER PLAN #5 VENT AT 8'OCREQUIRED IF SLAB AND "I HSS COLUMN 1 1/2'I 1 1/2'_ FOOTING IS NOT (4)/12 TEKS EACH POST MONOPOURED 3/16 BOTH SIDES(8)TOTAL B'CMU WALL COAST JOINT (OPTIONAL) - 3 16 4'x0'-10"xi/2"THICK BASE PLATE IN CONT TRACK FULLY GROUTED (OPTIONAL) CONSTRUCTION W/(2)1/2'0 HILTI HUS-¢ANCHORS hn�L500 PSI INSPECTION REQ'D < JOINT 'W'BEAM SIZE T 'P' OF 80L15'8' II.. # W/3'MIN lOABLD(SPECIAL INSPECTION REO) + W12 10' 3 8 3 W/6'MIN SPACING (2)#4 CONTINUOUS 1'-5'MIN FOOTING DOWELS W14 11 1/2- 3/8 3 TOP&BTM TYP UNO UNO SEE PUN (ALTERNATE DIRECTION) W16 13 1 2 3 6 4 REINFORCING VARIES PER PLAN W18 15 1/2' 3/6" 5 •, 'a W TH SLAB BLOCK OUT 75 INTERIOR CONTINUOUS FOOTING 74 'W BEAM TO HSS COLUMN 73 STAIRWAY LANDING BEAM/POSTS 72 EQ' EQ o L SCALE: 1"= 1'-0" SCALE 3/4' 1'-0 SCALE: 1 1/2'- 1'-0" SCALE: 1"= 1'-0' STAF NOTE:AT CMU PIER USE(4)#4 TIE BAR AT EACH END OF PIER. 1/2'►EXPANSION ANCHOR AT EACH I ES ON SHEET 51.1. 77 77 OVE TOP OF HIGH RIB, (1)#4 DOWELS AT 24'OC N:2ND POST,24'OC MAX TYP EE IS PCF)SPECIAL INSPECTION REQUIRED I I I I 33' TYP LINO � SIEFL DECK �24' FF MIN(2)#4 COAT 84R5 ANS. 2ND FF 2ND FF — - — — CMU WALL/RER/UNTEL SEAMS,AND STRUCTURAL BEAMS. _ —_—_ —_ —_ - - — — —_ _ _ E4(TEK 4.5 OR 5)IN LIEU OF#12 TEKS. �1 WK�11!S"x3"x16GA r H COAT LEDGER • 2W DECKING 2" W/1/4'fx2 5/B'HILT)NH-¢ CONT CHORD PER PLANS MAX SCREW ANCHOR AT 30"OC MAX I W/4"MIN VERT EDGE DISTANCE SLAB&RBNF.PER PUNS #4 DOWEL AT 24'OC FASTEN TO TOP TRACK 'L'8'X4'XS/16'LEDGER SECTION AT SIDEWALL M II W/5/B'f ANCHORS 'L'4 1/2-xex14GA CONC STOP ANGLE COVER W/(2)#12 PER LOWER CO HO Z AT 40 OC PAN PER DETAIL 77/504 „ (1)#4 DOWELS AT 24'OC 2W W/(1)1/8'00"SHOTPIN OR NT 5 RI N)SITE DECK "i L 6'z4'x5/16'LEDGER "i 33' lYP LINO CLOSURE (1)3/16'Ox1'TAPCON TYPE SCREW — — _ _ _ FG I R TH 12 TEKS, � W/5/e'0 ANCHORS �24' AT 48"OC INTO GROUT TYP _ _ — �UNCH, "' PER DETAIL 77/SD4 2ND FF 'L'6'x4"z5/15"COAT LEDGER ANGLE °p 4AXIMUM. #3 TIES AT 8'OC ''-' —_ W/5/6'f AM ALL-THREADED ROD ( #3 TIES AT 6'OC '( �- WRH A MIN EMBED OF 5 5/8'w/ #5 FTG DOWELS 0 B•OC — (3)#4 COAT ON TOP DATE TOP OF OPENING TOP OF OPENING WASHERS TO LEDGER AT 24'DC TYP CENTER&ALTERNATE t pR4� - 2W DECKING UNO.USE HIL71 HY-270 EPDXY. DIRECTIONS (2)#5 COAT TOP&BOTTOM (4)0 14"OC TOP&SOT I CONT CHORD PER PLANS SPECIAL INSPECTION REQ'D CHE I ®r \ MIN(2)#4 CONT BARS (4)#4 COI4T ON BOTTOM JOB TOP TRACK,'C'BEAMS, (2) 5 COAT TOP&BOTTOM CMU WALL/UNTEL SCA OR STRUCTURAL BEAM 2" MIN BEARING, NOTCH DECK 1'-6' 2'-2- DTiA1 PER PLANS 80 .I..__w� 79 ��L 7$ SECTI2W DECK TO CMU BWALLS ED �� BLDG B - 9'-C MASONRY WALL 7s W COMPOSITE DECK 2W DECK OVER CN�1 LIMB wl STEEL_ABOVE 2W DECK OVER Ctuft1 LINTEL wl STEEL ABOVE � L,, � ` SCALE: 1"=1'-0" SCALE: 1"= 1'-0' SCALE:1'= 1'-0" SCALE: 1'= 1'-0" SCALE:3/4'= 1'-0' REV. 112 SCREWS AT 12"OC TYP ®STEEL BEAM PER PLAN O BUILDING MASONRY WALL PER PUN®HISS COLUMN PER PLAN 'C'6"z2 DOUBLE STUDS M DBIN O T4 HOEDOWN W/(18) '10 TEKS 2ND FF DOUBLE STUDS TO DBL POSE W/5/80 A36/A307 4 1TEN WITH MB1)#1 GONG.STOP ®BEAM PER PUN Q5 'E' (2)3 180 A34THRE DE LONG, FASTEN WITH(1)/12 TEl(AT 12'OC w/(2)5 80 A36 THREADED ROD, 4 1/Z"x4"2 TEK CONIC STOP ALL—THREADED ROD W/1VE MIN EMBED W/ 5 - ®KNIFE PUTS,PER 73/SD4 w 6•EMBEDMENT HILR EPDXY, $f ANGLE W//12 TEKS AT 12'OC OUTSIDE CORNER TRIM SET—XP OR EQUAL APPROVED EPDXY ®FLOOR DECK,PER PIN! wl ANCHOR SPACING, FASTEN WITH(1)#12 TEK AT 12'OC 3 PLACES—BASE,MIDDLE,AND TOP 3 TO TOP TRACK TYP WALL PANELS PER 30/SD2 OR(2)PER LOW PAN CONT CHORD PER PLANS 'U'6 3/16'x3'z16GA ®DECK PANEL,PER 8O/SD4 'U'TOP TRACK CHANNEL CHANNEL BASE CHANNEL 4 07 'L'4 1/2'k4'zt4G4 CONC STOP ANGLE 2W DECKING PER DO/SD4 T^� W/(1)1/8"ix1'SHOIPIN OR (2)i12 TEKS 0 12" _ (1)3/16.00-TAPCON TYPE SCREW 3—°• SECTION AT SIDEWALL 'C'POST 1 6" 3 SIDES TYP 3/16 AT 48"OC INTO GROUT TYP o 6" (2)/12x1 1/2"TEKS zw CLOSURE °12•° PLAN VIEW (CLIP LEVEL (2)}12 SCREWS AT 12"OC TYP 2ND FF 7 3e 1/2'GYP BOARD BE)OOND" BD OONDIIION 2ND FF rk ' WALL PANELS,ARCH. 7k_ 'L'4 1/2•z4•z14GA CONIC STOP PLANS 26GA U—PANEL, ANGLE W/112 TEKS AT 12'OC e TO TOP TRACK TYP SCREW PATTERN/2 eao �1121CRI. 16CA BASE CHANNEL 1/2"GYP BOARD 4 'r CONT CHORD PER PLANS 'U'TOP TRACK DECKING ANCHOR e I MIS 2W DECKING PER 80/SD4 PER PLANS 2 SIDES TYP 5 �o 'C'STUDS PER PLANS SECTION AT END WALL P PLAN VIEW (BASE)16 4 e I-DECK SUB PANEL 85 2W DECK TO STEEL WALLS 84 HOLD DOWN ANCHOR LOCATION 83 DECK AT STEEL BEAMS 82 HSS POST TO MASONRY WALL $� 8 SCALE NTS SCALE:1"= 1'-0" SCALE: 1 1/2"=1'—O' SCALE NIS SCALE: 'C'6'z2 1/2'z12GA DOUBLE STUDS PER 18/SD1 SIMPSON HfT4 HOEDOWN W/(18)#10 TEKS ROOF PER 18/SD1 ROOF DECK PER 85/SD5 DBL POST PER PLANS W/'U'6 3/16"x3'z12GA CHANNEL TO DBL POST W/5/80 A36/A307 'L'4"z4"z0'-8'x94GA ROOF DECK PER 85/SD5 _ ALL—THREADEDOREQUAL APPROVED EPOIN XY EMBED W/ ROOF PER 18/SD1 PURLINS PER PLANS —— _ (2)/12 TEKS 0 12'OC PURUN CDP _——— PURLINS PER PLANS W/(6)j12 TEK ROOF DECK PER 85/SD5 — GAUGE/AND LENGTH TO U'16GA WALL PANELS PER 30/SD2 EA LEG TYP _——— — —— —— —— 'RAFTER/PURUN CAP _ e ° ° °° W/(3)#12 TEKS & MATCH BEAM. ——————+URLINS PER PLANS °° ———— 'L'8'z4"z14GA CLIPS TOP&BIM BEAM CLIP, $12 TEKS AT 6"OC PER 9O/SD5 — BOTH SIDES W/(6)112 TEKS MATCH BEAM. 'U'16GA EACH LEG TO COUTANN, ___ M RAFTER/PURLIN CAP 'U'16CA I 'C'12'z2 1/2'xlaGA BLOCKING AT 5'-0'OC AS FOLLOWS. • W/(3)112 TEKS RAFTER/PURUN CAP W/ '4'z4k14GA CLIPS ACH FL GETOP&BTM W/(3)112 TEKS W/(6)#12 TEKS EACH LEG UCH FLANNGE,. I!TOP&BTM ACH FLANGE, 'C'STUDS PER PUNS 'Z'PURUN PER PLANS 'C'12'z2 1/2'z16CA BLOCKING AT 5'-0"OC 7ACH FLANGE 80X BEAM,PER PLAN 1/2"GYP BOARD 1DGA D8L 1/2' W/(6)/12 xTEKS EACH — 'C'12k2 1/2'z96CA BLOCKING AT 5'-0'OC 'L'8"x4"x14GA CLIPS 'L'4k2'x16G4 CONT ANGLE, ATTACH PER 90/SDS PURUNS W/'C 4'x4'z14GA CUPS W/(6) 12 TEKS W/(2)012 TIX TO EACH IN ANCHORS, \\�26GA U—PANEL, W/(6)J12 TEKS EACH LEG EACH LEG PURUNS/STUDS TYP AILS 69/SDS SCREW PATTERN#2 L'8"z4"z14GA CUPS W/(6)/12 TEXS 'C 3'x3'z16GA CONT ANGLE,W/(2)#12 TEK 16GA BASE EACH LEG 'L'3"x3'x16G'A CONT ANGLE,W/(2)/12 TEK CHANNEL TO EACH PURUNS/STUDS TYP,W/#12 TEKS W PURUN TO STUDS I I / /6 TO EACH PURUNS STUDS TYP,W 12 TEKS - TO BLOCKING&U—PANEL A7 6'OC /(12)}12 TEKS TYP TO BLOCKING&U—PANEL AT 8'OC PLAN VIEW U—PANEL TYP PER PLANS w M AT BOX COLUMN 90 BOX BEAM TO DBL POST 89 OVERHANG AT OFFICE RAKE 88 OVERHANG AT OFFICE HIGH EAVE 86 OVERHANG AT OFFICE LOW EAVE 86 W SCALE:3/4'=1'—O" SCALE: 1 1/2'= 9'-0' SCALE 1°=i'-0" SCALE:i"= i'-0" SCALE 1"=f—O' N N°E' BOX COLUMN BEAM SIZE SCHEDULE I THE THICKEN SLAB MUSE BE A ` � _ U ` MONOLITHIC POUR WITH SLAB. � �' - 'A'x Y C' #12 TEK SCREWS 6"x6" 6x4 1 2"x1 WA 6 3 16x4 xi EGA AT 6'OC 5'-4° 6"x6' R4 1 2"x12GA 6 3 16"x4'x12GA EACH SIDE TYP HSS COLUMN PER PLAN 8'x6' E'x4 1 2 z12GA 5 3 16 z4 z12GA (WH TOP SURFACE) 10 z6" 10•z3 1 2'x12IA 10 3 16'x4z12GA 1 T W' 92'z6' 12"z3 1 2'z12GA 12 3 16k4'z12CA 1' 2'-0" USE 2' 3'-0' 'C'POST 3' 4'-0" I SEE PLAN FOR SIZE 'U'BASE TRACK #12 TEK SCREWS AT 6"OC eel 4' 5'-0• EACH SIDE TYP 5" 6'-0• BASE PLATE&ANCHORS PER PLANS } 'L'27x2"x18GA ANGLE (2)/4 CONTINUOUS TYP THICKEND SLAB OR FOOTING PER DETAIL PER PLANS } I 2/SD2 U 'C'6'z2 1/2"z96FF GA BEAM --- -- — ----- _ 4--- ---- -- --._ W/(8) 92 TEKS TO POSE • 'C'POST,PER PLAN 6p I W, k - BOX COLUMN BOX BEAM PURLIN BEAM 94 THICKENED SLAB 93 HSS COLUMN TO CONT. FOOTING s2 TYPICAL BOX COLUMN AND BOX BEAM 91 SCALE:1"=1'—O" SCALE 3/4"=1'-0' SCALE:1'=1'—O" SCALE 3"=1'-0" STAI mil I is DATI ppp DRA CHE JOB SCA G, DRA NOT USED _ NOT USED _ NOT USED _ NOT USED _ j NOT USED _ c — % R �L L STORAGE 1NCWOFS�gllmCOL TMNFMmUWiFAMING 22MGA ANFPANINE55NOwn oTIEWDMwrvCS.wD P&JNGS_ SAND "BED .- N TOAWN OcnOT_ $ il5 NOT UMITEp TO OR BCU FF EACH FACN NC M oG 111?�IO IxSMUTOx OF ROOF JOxtS,BOOR Jg9R5,wNLxSNDS Axp W xxOK OMCKS COUPI£TE IM ARY CUPS.BRIOCING.STIFFENER.ETC..REWIflR 11 A COMPLETE FRLLIINC PACKAGE O- E. fLEVATON J0 TOP OF GOxCROE uGH' TUBED F GIE TENT i0F .1 OOF LESSEER o C.WTEAWS:ALL MEMBERS SIWL BE COLD FORMES FROM SIRUCRUWL OUNM SnfR STEEL IIERxG THE REGUIREMEHIS OF ASM KIDD OPPOSE A MINIMUM HELD OF 33 HSI PER 2O G AND EO EOVAL TON TOP OF MASONRY MEETING OFOUIRMERRS ATM A556,GRADE G,MINIMUM WELD OF 57 KSI PER grvNN10R E%P .1 TOP OF PARMET �E �E�M /y E�E'F �M ,L T /� �y T�E�E�M ///'''yyy F�F ��pp 'I8�ADD OMEOING MEFREQUIREMENTS ASSM AGEE SS GRACE SO CLASS,ASM A5I0 GRADE ARCH LFACH N51 A�II II II\T.1 II'� II&T' TIA1 /A ® LJI II II&TI II'� IIRT NOFNBEPSSH>1LB 9MWIrtD SOEuIxwlUp nmE1D�55H5OIONR IFIFLO µPoHxoxER.ALL �HOUSET GM R RPOE UNp NLESF iFRW15E JIILJ.JIIL JIIL`Ail YVaI JIIL JIIL\YI V 1YI H.4�lJ 11 JIIL JIIL JIIL\YI lll,�lr JIIL JIIL Rtll E T SUPPLIED ff VE E PLEG - ON R NBSO�SIESEEL 3.INmALL•ATOx: oclKi., PND UBEIN IUiATEG o BOTOM,ADD SECURE THE SNDs 10 THE 1RACKs GUY AFFFONDE WxuECDENS,Iusr E. 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Bttm BETA'EE MEMBER HIT RZ R HEIGHT y qa q 9 _d ANGLE 444GM CONNECTONS'AFLOING G COMRDL JOIxi Irvi mTERIG HR EL �M �sTEUCTloN JOINT ENT,JP JANOINi BASE CHAR 'THB/BAN eu E]OIT%ELECTRODES THEENGINEER OF RECGO MAY REQUEST AWNONDESIRUCTNEf TE51 i0 P 1 UK IN MRBRSHAPE L post pYy[� NOTES • OIL LINE uATL MATERIAL pHCOL COOP HEAD Itli 6 LL I.CExRLL COxIRACTG TO vRh ALL quExDOW AND COMgTIOxs wrtH ARcnrtscnWL 1 SOIL[xGVATON Tu COMPALTOry k PAEPAWTIOry PR SOILS AEPORS 1 STEEL DECK SHA1L B CNU CONCOEIE MASONRY M MACHINE OS DRAGRMSTIDBiR 6 E YRFIROW'YEACE,FORM OF RM BASE STEEL SHEETS CONFORMING WWITH KREPoRr ANY DSMPANCIFS TO STRUCTURAL ENGINEER PRIOR i0 PROCENNG M TO ISM A-446,wIM A PROTECINE CWTxG OF 2wC COxNRMIrvC TO ASM A-525. D OgREO FOR LOALINGS.'RONBE IXTERIO Nc EOW EC GH GWNNEL AND 1011-TO 2.THE BEEN SHALE BE OF Ell..A UNIFORMLY DISTRIBUTED ROOF LOAD AS T'"ZIT CON, CONCEETF HEAT FACE OF 2.SiRUC.SYSTEMS AND COMPOHNTS DESIG BIVLL GGLUI MENKP ICIETE SHALL CONFORM TO 111 3(ASiM -0])18-11 AND LSHro SHOWN IN GENERAL NOTE E4AB0 PRIYESWACET WIIDINGf FODUCRNSHILODSEIf ORIWNG SCREWS,G EOIALLV APRONID. SONyT WF6IRG Ox �g�5g5 BUEDMO WOf W15 EC SLABS OxOAGAApE05HALLNBEFEPECRIEDUTiOf REACH A]-Gvf LI MUM OF I,WORRI ND25Wll LENGTH ro ENWfE BENEBE IR COIrt DO j EODAIN MIN M SCE LEDGER.' ODLDPINCi.3-1,9RIP.VE III WITHIN 26 EYES. CONCRETE CUM'RESSNE TEST SHALL 3.THE BECK SHALL BE DESIGNED AND uANUEACNMD IN ACCORDNCE WITH THE INTO DRUG0l AT IFASIETTWOUNLL DIAMETER BMRUDSpS� CONTIN ON ANTE HR' g p aNS'INIOIYN IYPF N LOrvFOAM Vi0 MSMOcl1.SW ANOECCAPCONFORM T FG LESSEN DECK LIGHT mINIE COLD FORMED STEEL SP STRUCTURAL MEMBERS. GNA OCHR ART CE N NORMNRiACE OF. U 0.1]S PLCS PFUCES N A C P Polx US! 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GE EM.TOR,W=yQ Sx011111FI SWIM,Cc yyQ Ire SCULL BE LINMO NOMINAL WN SPEED=Bs uR RISK GIEDRl:E BE PERM Iry SxIS PRNELS. 5-E UTYATE WIND SPfID(HC WSf� 11u W1 FN'W.fE.Q S ELT - g5K1/TO32 S 1/YHA EDMIO IWROPUZCE Fes.M=J$ NO A (SPEau INSPECTION OREOUIRED)KMHESrvE u1C110RsµxY-2I0 EPOn'FOR_ON RE OILY THUS f1/6F INCH S R 2004 $ 9]SIIIC IESPGSE WfFF1gFW,RCATCHES' SLUMP FOR ALLCDOES NOT EKED 4 THE AND HI-RE 5CO 13 EPDXY PDT CONCRETE ONLY, - R CIDGTI.1 SECTIONDi1P)NLTS L 9f INSTALLED USING NON SF1-1 PENNIE 5HL GWHOR OR 0.422 l>�W) ANDMI OONOuLIIAxxEDED EBY'S 0 SERENG NEEDED FOR SLUMP OR PORTLAND CEMENT OF NOTH ffR5 E NUY METHOD. SHE IN MAKO REQUIRES A RILLS MINIMUM WORKABLE SUB AREA PRIOR 1I DELNFRi ADD WNCRERF R(AmMICIM-OB)uuE ,^ IxSTALUTOry OF MATERIALS. MINIMUM DETERMINED BY'RWECT SIZE. WIILIIG TPE D MROSR ❑'NEWLY ROLOSR ❑fULT OPM SffCECAT0N5 OR AS 5'ECIFlEO ON THE DRAWINGS,WHIOHEIER 5 GNFAIR. AIV NG ORNEWY AREAS SHALL BE CMPPR CONCRETE BAR SPHALL BE PROPPOTED FROI LOSS OF 31FINAGE WOODURE FOR HOT LESS rtA_SUB PAVINGUR1oW 0MATERW EDEWER��A ffECIUPX W9'GBE WRFIDDNIS: SxRY wAL¢,FILL t.al Wl ADD SPECIA0YE0 pHY SHESONNFR R FEISOIdED By AN InNSP�np�1ESPRxG�D w (/J y�Hmoo IE�aNBL 419Z1Y BY Usxc A CIRIC COMRpxD TG MAIN c-WN9 OR BY WET BURLAP OR A PLASTC FBI IIrsPF EMPLOYED PR 2015 Iec JOB aTE N FW pE SECMD FFIYW RFSPoNSE/SBIDUTION,SI:y,R2m MEMEWNE' �A¢FOMPTPBLE IX ANSONBaxCxO0k O5vs5EM5 AND NECWL¶E T 3 OR DO NOS WNSTNTE AN STPU INSRCTON.COPIES OF DEPORTS AND TEST RESULTS SIWL ff ?pp FFIP�O UCx STRUCTURE Bp BE ERECTED ALLOW FOR A W%IMUM POWER LEAD PUN 9XORT POKDO RESENTS AC!£QlRI1DN PNNETER 4 Q,7WN1RNMUTOCODE P SxLLL 11OFOIIu TO C APRMR EOWM.ACCEPTABLE EPOxv SVSSEMS INCLUDE WILT HV-]0. FURNISHED MU THE BUILDIC OPTICAL. THE ENGINEER,THE OgOWCTOR,AND THE OWNER.SPECIAL dE SFLbD PFI RFEPOIEE NYBIRD PAL6WRFA,Sm:04>RIGGUU. WINTER Is Ef SALE INCLUDE K P ST M fl REPORTS.If PREUNIN1Rl RFPCPSS q¢E ISWEp. 4 WNCRfiE SUBS WILL BE BROOM CLEAN AND REF Oi DEBR6 R61f OVMDRl:1:SfL4C SIZE CIAO:Q SNIPING pRXN GTEWRf:Q mI1cMRAL CWRETE FOR BUILDINGS IND. UIRfMfMS OF NI 316-14.SffCIFRATOS FOR T MASONRY WALL WNNECiKK15 WITH E%PANSIGN/SCREW ANCHORS Af4�lff � Dom•R W� ANCHOR MUSS BE 1-1 A MINIMUM OF 1 I FROM 1.VERTICAL MORTAL 2.Wu¢OF NSPECTEx CONSULTANTS M BE USED ON MIS PRWECT SxNi BE ROADED R �Au e�GOx SWO4Lip BE OfsExaTEDAOOFER MANFLE�A ARE ADO SAGINGMAUP MANO k:9MNSE YOOIfIGRM CORFILEIIR,k5.0->SRCYL PoTNPoRC BE ALL WATER,CEMENT AND AGGREGATES USED IN THE CONCRETE SHALL CONFL.TO IBC RE WILDING OUTCLL PWOR TO ISSUANCE OF BUILDING PEPWY TERIA WHILEPARTIU AND P R LOCATED N E ITNG R IS C R: FUw r CW'IEA D. CATIONS ARE UNITED TO ONE PER WSOxRT CELL ION A MxIMJM SPAOHG INSTALUTON,SHE PANELS MUST BE STORED AT A SLOPE TO PREVENT"O G.G OR pFFIECITON IIIC B }.CGUEN,AND SPECIAL INSPECTION,EXCEPT WERE PERIODIC SPECIAL IxSPECT10x IS ALLOWED N STANDING WATER FROM ACCUMULATING AND CAUSING SUESECUENT OXTA'GN OF THE PANELS. N Z IIYLY36 PWCFFIMWL NLYYI&E SIWS LLE9DN THE NOTES B�ELOWE RNREQUUIIRED FOR: LCy7 Mx 5 uVSGLD iFpJ ME OUTSIDE FACE OF ME CAD. 5.ALL SRUCnWL cDM'OHFHrs AND srmEMs ART D¢IGEp PER SEIf WEENT, NIS M IN O uIF A MwIMUM OF tY EDGE DISRAxCE,UxO. U TEST S EIHMEN6 ANO PLACING OF REINFORCED LaDRTE `ACCESS i0 THE SITE AND ALL SIDES OF ALL WILDINOS wrtn EOgPMEM I$REQUIRED N A-61 WffPoAVO5E0 DEPD LWpS.CONCENTRATED LOADS.AND ME LANE LEADS SHOWN ABOVE. UKM ADOF DE,D MPMAGGREE NO RESTALLS 'PRED REWIOR RR RUNGTWPaNCIESE IF Pc GRIW sIRRGTH Is NOi NEE 00 EL MN (_ OR iIMELv WMPI£TON AND SAFETY PURPOSES W02 NRCALLRTES�OOKS,BENDS,ASLVPS. 2.5DO; ANO FOR ARE WORK CONRETE FULLY SUPPOxR W FNTx) -SRUCTURN FRAMING REQUIREMENTE ARE NOT IFECFIEO ON SRUENWE,DRAwNOS. LURE COVER ONEROREINFORaxc DGEPTNAN FOLLOWS: AT!SUB FOR$NOTE SIpM GERDS.G ].ALL MATERIAL AND LABOR REOUIRED FOR SAFETY RDLIN%AND DEVICES ON MULTISTORI REFER TO ARCHOECTURAL OIAIP11 FOR AHv ADDHIONAL FRAMNG REQUIRED. W1rOM TOP SIDES AT 5 Fa LIST SIN AND CNNOSW f100R DEOLBOR YULIMSIOR!BUILD- 'RGW-TO BE FORDED BY OMRS. W O 'IN, .ITDUURING R[M'Ox MID TAKING OF MASOxM IfST SPELIMf16,PLACING OF ALL Iu50xRt T THE METAL STRUCTURE Is NOT DESIGNED TO SUPPORT A FORE SRNNIER SYSTEM AS FWTNGS S Y } O ttRDD T LNG OF MAROU,INSPECTION SPECIMENS CROPS CING O IMMEDIATELY L INFORMATION KHFW ISMW ADDITIONAL C14A P6 FlRf�PPPoxKLER SYSTEMS WxEry REQUIRED STAB-ON-GRADE I} I} - PRIOR TO LOSING OF OU15,ADD WRING ALL GROUTNG OPERATIONS, r SUPPLIED0 G MAY LY. ALL REINFORCING SHALL BE SUPPORTED ON EITHER DORIES,CHALET,OR EGUIVN EDY ALL Po /ADHESIWE NNC110R IN CONCRETE AND WSUNBE AREA _ ADD SPAND. REINFORCING/W➢D WRE FABRIC(MESH)SHALL BE PLACED NEAR ME MIDDLE OF Mf SIN.ONE, U HELD G�O AFT K SW WF WNRE WR ILL MR-E%POSED SURFACES SHALL COVE A WGSHR RESISRNE CARRIER TO PROLEV ALLE PROTEC AS REQUIRED PER G CODE ICHE BY 10.WATERPROOFING SHALL BE PAGED BETWEEN SOIL ADD AN INDEFOR WALL, 9.MINIMUM DISTANCE BETWEEN NEWNEXISTINC ANDNNEWITNEW BUILDING IS)4-INCHEE,ONO. A FqM FOR CONCRETE,E%CEPS FOR FWTNCS.PRONDE YOBEOCLEAN SCULL OHR A DIAL ETE WHEREVER SOL IS USED AS FE 17 PERIODIC IxISPECS`OxR EODRED FOR ERFORMED NPoSif APPROVED Tuia po cO cRETEN SHOP¢PER IBC SECTION MANNER R AS TO WEET EN WEATHER PR'FOR OPRIrvCS SCULL BE FlMSNED Ix SUCH A Q FOR Illl N-1Z!NLO HERE SW VS ALYEi.E CODE USED 2.W E STEEL INC/MAKO SRULMRES,INC.WILL BE RESPONSIBLE FOR AREA H PREGING IOC'^ GRAAEL PER CURS REP.)ILUT'BREAK DYER COMPWF a LLFAN.CHARTS SAND OR TINE ALL TE ELL FRAMING CCOONONOONS AND ASu iTERWS MRIx WHICH ARE ERECTED AS A RESULT OF It.SLEEVE ILL PIPES THIRD BLAR IxDmOUALLv:UNLESS MPROVED By ENGINEER. TW`T CHECKED ITEMS ILL ALSO REWIRE PH mus 'PEG:_ IN ACCORDANCE WITH SECTON I]05 G<THE 201S IBC: MAKO mEE INC�MAKO STRUCNRR,INC.IS NOT RESPONSIBLE FOR E%SERIOR CT B 12.ALL RE NFOHCING SHGN SO BL MONO STALL COVE STANDARD H NS UNLESS SHIN O SPEON IILWRTDN FOR STRUCMDL SIfIl SCULL BE IN IIS:OIDVE RIM TIE OUIIIfY ITATHER-ROOFING CONCRETE WALL PANEL JOINER MASONRY,AND/OR BRICK'IC'N' N GTED NOMMBR 21.2W5.AND ADDROUM LETTERS WTRU3/23/0I,N 4/5/06,AND]/16/0]' ACRYDD OTHERIDNSERRS ESHALL MILEBE SECURED 11 FOSITM RINFUR PUPJrvC OFOCONCRETE ' .HOR DOLTS ASSURANCE NSFEGDN REWItlIEDS GNSC SEW, FVSnwCSPOR wFAixR STRRPNG TPICAULY COMMON TO DOORS AND 11DERS.CK Z O NRiMADOX AND INSPECTION OF SEES(OXSNUCINX OILER TARN STRUCTURAL.STEEL PIMP EC MAKE STEEE IGG/WWA OPRURES,INC.IS NOT SRESSPONNSIBLE FOR STANDING WAONNR O 2' AT 1/4•WIDE x 1/4 THE 7II,NNE55 of TWIN,1 22 INS BE NG IS Z000 PST.IIIN UV pg wiERE SHDvNN.SEE DETAIL 24 W SHEET so.CUTTNG R BE PERFORMED wrtNlx 24 MNHTNK ADD REMOVE ALL WATER FROM GICH jK EZEAK"CONDITION1 PERIMETERS 0 THE 00 Ix I BY 16 BE HOURS OF CONCRETE PIACMEM.DO HOT%ACE CONTROL ANTS OR CURREGUETHD JOINTS D NRiMA1IOX AND INSPECTION G CGDREIE WXSGILTIOX PN BC imlW ITW3 2 TENDBY 16 DfR. UNDER OR WTHN t'-S FROM POST LEE. 1.PAN FOOIMGSD24 OSOryc CISG[EP. D YIAkR!fd61kX:IgH SHll BE NSPECIFD AD'hkFED N NWRRYILE EM lY5 WIND F `Z 14.COHORTS SUB SHALL BE PULED 11 FINISHED IFEETTHIN A TOLERANCE OF tE 4'IHH N 6W/LSE fi ANO lY5 W2/Aa fiW.1//SE 6 DIVWN ASSLRANCE FROCAIJI kM111RfYfNTS r_ PREPARING SO ME FOUxGTON U.FOSEEr ""CHNICAL '1'R COMPWNCf WM THE GICTECHNICAL REPORT AGECTON,ANY DENATOl FROM THE wN ED BY IICH REGq OLE ADGEOHALFDGE ONCUTING OF OTHER BUILDING D AEREWBOOK AND IXSRCITW G SOlS PN B TmM 1A r��• '~-' O J COMPONENTS SHALL BE THE RESPONSIBILITY OF THE CONCRETE CONTRACTOR. 51 1-GENERAL NOTES ¢ FLW 5.ME SPECIAL IxSPEGTOR WEED NOT BE CONTWUpURLY PRESET DDPoNC WELDING OF LL R TO THE COxRACTOR EWESnxG A BUILDIR DONG FO xMnON IxSPECIIOx,THE Sa¢ IOSTx.BR ISPECIFICN CONSTRUCTION SOOSSUPPORR COPSE LG05,CONCRETE BOUND TRUCKS,OR SIUGUF D ON FEET NEEDS NOT RUERESNA 5O/t1T IN SILDER ZE,PROWDE)THE MCTPoRI D5. _ q W/FWryWTON PLAN AUTO BUILDING SECSIONs DI gRiHf BUILDINGSp�H µADBUIWNPREPARED INNRACCORDANCE WITH Mf SIR REPORT1R IN TTHE STAIN O WORK;PENG INSRCSIOUSNARE WE OF WORKTINNPROGRESS;ANAL AOWS'ORIAAL ,IS 2-BUILDING q W/FWF IOFPNIW PLAN W/DFFlCE PECK,OTHCE 2ND ROGER iFgMING, STAMP ALL COxGEYE OENFORCING SHALL BE PLACED AND INIUCHRp IN-FORMwCE WITH AP IWWEPAH OM OF ALL MLDS x CODE PROLE SO COMROIOM OR'RER SO SHIPMENT OF SHOP 523-BUILDING L.SHE FOUNDASIOx E%GVATONS COMPLY COSH SXE INSEM OF TAN'HE S011A REPORT. RDWD�HBLE WO GO STANDARD PPACTCE FOR REINFORCED CONCAEIE CONSTRUCTION.UIFSi OFFICE ROOF FRAMING ENGINEER 'I IF 11 GET IN LESION CWHERRA MAD IS CBS' 5.REQUIRED TESTING. GO-BUILDING a FOUNACION,PARTITION,ROT FRAMING PLAN AND BUILDING SECTIONS c$xw R THE SOIR GEOI➢Glm IN THE COURSE OF WNSNUCTDN. PRDRDE IT A4 v 4--O LWG W<W AT MID-DEPTH OF SUB AT CORNER OF A CONCRETE CVLNDERS FOR B GY STRENGTH 52 CILNDOER AVRAGEE FOR p H C�G p _ - - BLOCK-OUTS AND AT FE-ENTRANT CORNERS WHERE CJ'S DO NOT OCCUR. NLE L I LU NO DING FEAR ONCE of 83 REwFORcwc W E Ai 16'OC 1HF FOLLONING ARF ACCEPIPBLE BB couCRET[AA_INNDSSANCUnu BE SECTED OR TO CWSRUCTOx r0 HAM 18.IBsim ilous cWaGEA NE mRRCTH cF 1.sap5pseDMlNIsuMF IF�AGI Gl-BUILDING c BUILDING sfalon - 4s/w4.D ENnEp wRE FnBRIG Fur sxms. oTFs amDo N B. By-WS/CUSS WELDED WIRE FABRIC TAr SNfRs, FOR COMPRESSION STRENGTH TO SHOW-PUANCE WITH IBC(ASCU P51 SF _ PEAK D BUILDING SRTaN ovu.b c. 4x4-wa.O/woo wELpfp CURE FABRIC,FIAT SHEETS. M I 2 -BULLING D YCOF TWINING'TAN IF WEIUR WIRE FABRIC IS DIED'ROMDE A/4 DUwEL FR M WHENT FROM ME BOTTOM OF 'PAS_To snow ATNp'ANCE WON 2O1, 5I..WHY NOT IF55 TAx T2OW BE - EN ME POotmc BENT 9D AID EXIENU INTO SUB A MINIMUM of 2r LATERWTE DIRECTION a H PECTRICTIT MflW(COMPLETE Jaxr FFHRAnox BIDS- Michae P.`"�'�� AGREES AT HOOKER ANNOUNCE).THE KWE SUALL BE SUPPORTED ON EITHER PENES,OHMS, WELDS.CONNELTIONS)E6TING TYPAL FULL PFNDWTG _ a.-w,�wun OR L-STRUCTURAL DETALS I R Dale a„ DATE DRAWN CHECKED JOB NO. SCALE NTS DRAWING No. si REV. M J A � z9G^MuwGE PANa J A ao'-v 5'-T 5'-V 1 5'-0' D-J I 0" 5'-C 1 4'-1J 5'-T _ rOP ANGLE.M LOY 2MA MR4OE ROOD DECK11 �3$ aura pr,w. T.G.M. ICI a 8LL zocn unc-ci Ar ul0-xn777' R(z)/]V➢R O ENO 4 _ DECK ro xeu-,7,.zr oc - _ _ _ FG-C—T./(A 7s Txe - - •c'von vER vv✓r - - - - a N E e D GM - 75 NER EGG $HOPoD �, z)" OECR r0 Rf OG <SIAR ( 1 rtc=zrxin x/(A As ree _�\^ zsc.a-vuua vuminox rn l _ 1 01a.DE R CEEI IN-C—NG A RaFA BUILDING`SECTION �, - B BUILDING SECTION 1/(2) f#4 MS,T�AND EOMI uic.I/ti ®4T SDWRE Oe DEEP IDEXED-DNG 0 1 9 0 . 0 I 0 • If • O.R ZZ x/((6)' P ANDBJn o D re a DEruL n/sD1DI � U ®zT DE.T DEEP i—EOOrwG za_y �R x/(.l)75.,.TOR PNO ROROM QFfn RE—DETAL I io I is I I a I I I v I I v v iv- iv i in ®, u ? %4 III .Q j I m I I I I I I I I I I I I I _ 4, 4 —ICI— I Tfl .G II Q Z—1— — � — —1— — � — —1— — 4- — —1— — 4- — —1— — 4- — —I— — 4- — _ Q co I " I I I I I =�w°`°L•, I I I I I I I I I I I I I I I I I I I I I I �Q -10 — m wQ� �Q 0 I v l a l 0 I v I v I I v I v l 0 l a l a I v I v I v v STAMP ———————'——— —————————————————————————---—————————,——--————— ——————————————— — _ I I I I I I I I I I I I I I I I I I I I I I I I I I j I I I I a I oe .D,N Michaei"i % , I I I I I I I I I I III I j I I I I R Dale ._.—j—.—.4- —1—.—.4- —1—._.4- I DATE GHECK D 4 ECN ED -- --- -- -- --- -- -- --- -- -- --- O. DID SCALE DRAWING No.� BUILDING'A' FOUNDATION PLAN x ® S 2.1 D-PINEL SCREW PAi1FRN d2./14 10(511CH.EDCE AND PERIMEIEk At 6 CO. tD/Ye xILT KB-it wM n um EMBED OE]I/a'0 2f OCIII I IN w.(I5)R/,D ra ro DRL_Ds 51TI-1—RODS WTH A MIN.EMBED OF 1Y w1x sn-m OR FOL41 AP—EPDxr. 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I 1oX10 I 1ax10 I toxin I toxin I 10x1a I 1ox1a I 1oY10 I 1oY1a I 1ox10 I 1ox10 I 1oK10 I 1oK10 I 1�10 I 1�10 I 1�10 I iMio I 1�10 I 1ox1a I 1ox1a I 1a%10 I :%10 I io%10 I �1 ox1a I 1oY1a I 1ox1a I 1ox10 I 1o%m - - —_ 1� — — —_ --- -- Ym--- -- -- --- -- -- --- -- — --- -- -- ---— ——— —— —— —— —— �IM1rFIRC,..__ �Mwaw wuu.WrcixP Wn i�n� II I I I I I I I ,n ,n ,n ,n ,n ,n ,n ,n I I I I L I 1ax1a iaxla 1ox1a 1oY10 1oY1a 1ox10 1�10 ioxia �' iaxio 10r%10 1ox1a 1Nli I $15 '�—I I Michae�µp:---- 0 4 0 0 4 0 0 4 0 I I I I W 4E,1�'Ww y�3 1 i I I I I I I I I I 1T I p j I 9g DATE I I I I I I I I I I I ] lWo Wo iaxio i ioxia i `" i " `" `" " "' "' " "' "' " "' " " i `" i " i xm i x10 DRnWN 1ox5 I 1ox5 I I v I 1ox5 I iox5 i iox5 10%5= iN5 CHECKED d JOB NO. DID Wy OR-NO Now BUILDING'A'PARTITION PLAN REu. � 26cA u PARD,screw PnT¢Rn/x,hz TEK smox,EDDE An0 PEauExR AT,r 'c Gx BOA stops AT 2(OO,i/rxx]1/2 A36/1307 AncxOR BOLT wrtx T uln. ExEED—ANIN.6 a sx oc. "ar"am a moi cv P..uc.xm� "tnwxDm+.PLC xDLDDvw scxEDULE Y ®°RB _ "DI-rll ID-1(i nT DPir,E cDRnms.OR xATa RDx BEW wuDE) _NEL(e)/E OIFx5 i0 BBL SNDS C� n wlrTMx s%6mx a c6a ow.EuaeD nncxoI DDLis cPoTERED w stops rox Eno mu0 ux/wwxx � t 9 .� 6xi A 8_tpzfi-imsxizcn apx rcw x_ - x t2x6-tlx l/EO fi0x�Nn w g 3 _ nnn 3 a sEE DEruEs aims 's OPoR 2N0 .t/Y wRx aDoo siJ roi xai is6/ieanxx vuuxa> �� 4.k DEtlt 6w1L H P.]x a 10 CwCf WNPo6BERlD v m DEDKPoSWLAn�atxFppO 6I.xPpifmmuvNGfFR11 BE 1 � Idol ,o�` uvR tl DNS PRID i0 UDBExf D%.DECK D9INLPBE�CIEWEO UVLLq`FFR � a UII BOOE.xD nxr mxER—1..1.--RE,A=EEct—IETI ROGI.G TD K. •• �� E �1 "1„roBEw"�RNEED„a 71„p,(1E1E'liO q'„D;°S1) OFFICE 2ND FLOOR FRAMING ® OFFICE ROOF FRAMING PLAN o DDN OR x WAIPo AR—saE w —IDN6 PRIOR TO OOlORDE POIR, ®(2)caxtxaas„REa R L BE PoT AT-DD ER OF 6L x 12-DEARANa ERDu _EE o E IT IT T IT o n w s r Z 'o'B Bnial�/�mi aLwrlre y� I I I I I I I I I _ z_ u ..... _ ............ - v�a m zLL— c _ QO e sa i?aw all >< Q Z ssrJ — 10 co FUEn •�� a(iv�S rtel Feow a� !xi¢u < (n u,Z JO - }Z Ia 've N�xul/rn rx�x axr�¢Im STAMP � C 0 Michaea-"� DATE DRAWN xEcxED JOB NO. e(�0'1 tmj SCALE a n„x _ DRAWING No.� BUILDING'A' c ROOF FRAMING PLAN ® V 2 3 IT-V 12'-V IT-V 12'-V IT-V tD'-V tD'-D' e gAB wMFI+.is oC G.wA.,' I I C1 m C (Kw Of /sot) n R GM I1'-V 2 Y-V t2 t2 8'- i 6 a -- — _-- --- —_— —_ a uasDxm � $o e� BUILDING 'B' FOUNDATION PLAN m•-V JD•4 1Y-p t2'-D' 1Y-V t2'-D' 1Y-V t0'-tl' t0'-V 6iuASOxPo,wALL(e'-f i0u) 6'-V 6'-V 5'-R 5'-IY 8'-D' 6'_p 6'_p COxsiPoCi PER pEiNL]8/sDA 521 mx 'C d.2 1/Y.16ra Q((J 9'-6 I'-S 3 uERf T-Poe 9D1 tt siDDVALL stuns 4'-tp OC M Z OZ iaOT-Zxi�s P cewE unsoxm(s'-a°roulA F wGE D-PANEL LIN t ,9 sit c 4NE_ g O]O� N c ra°�/rpwA ro r;L FR i I wlx%ow xrnxl2 m PDMIN D I F OC Ll 1/;s�4 eq)w/ d g (SQ o x T 612 1/rv18eA bya I sEE DEta io/sD4 I Y ulx I�L' ELPM v6 Z� ILZ PUPoms im - EueED.A/— mcA xAccwr Ar uiD-xcr a @ i I 'oxs1PACED•A C 'C su 1/r.,era , I xrp m°sr2 I 'c 111 1/2 era 9 � ff ExBxuu stuns P I n '�s D �e4 � :AeDK u4WxM(9'-4"pu) d ` Hama rL(s'-a'siunuj �T ° OERS o Y - cPcm\ IP 4 ATl Pe am I , - I V H6r..-cxµxEL eRAcws I F Q ZV mY� aEL I I I I ^'I I I mow l i O(n Q jirzMv raulw PH E PMIBgN M \ _• t-V t0'-6 1-8' t-6 -" 10'-8" -" e'-6 -" e'-D° BUILDING 'B' PARTITION PLAN ® 10 a BUILDING SECTION s a aY g B >-z_ 12- 31-1 2•-V 1Y-1 1, 12-V 1, 1D-T -4'-V 4'-V p•_V IY •c a.J 1/rnwA ROPrEa f-v a m a Q •e J/Icxr.iux cxraxEL LMichae'.� le,88A xxD.2BP.1%Ne IIxE ,.,_, F DATE Dw,wN CHECKED 0 JOB NO. D%'6.S.16G4 H ER(CDNi) SCALE 1�6 34'-U a (1R'-S i05) 2P�1-P DRAWING N..� D BUILDING 'B' ROOF FRAMING PLAN SW Rom. 00 a n� ,_ -.,n sin <�n <�rs•'�< <,n <,n -e,n -e,n �� s„ m tt, I ,. . ,-.,re ':r-.�re n•<vz zr.�n zr<,n r�<,n *.,n :r<,re � _ 8� � g L7 —\ --�— -- —\ -\�— \ -- mA I z III z Qz 0 cn _ 10 Z w STAMP I oes ovn�a s�o I - O Michaels , n s> " DATE o—,s \ \ \ I DRAWN o� --- --- — ---- -----�--- ---�---- _— - CHECKED — ---�---- -- --- --- -- -- --- --- ------- ---- e JOB N0. I810 SCALE as Sxbary - DRAWING No. BUILDING'C'POST FRAMING PLAN ® S4. 1 00 ---n-e,n ---- — ---- —— x: n I I� I I I _—_ _— —_ _—_ _—_ _ —_ sm 6 _ e nnw w U ' E= z m m 1 Wz �0 Qz 00) z J 0 W--- --- --- ---- --- ---- --- ---- --- --- --- ---- --- ---- --- -- - iz -- -- --- -- — --- --- -- — --- --- -- -- --- --- — —\ -- --- -- -- wOJ I Ir STAMP - r = A� .I�z AS I u,nyoa - Michae --- - -- --- --- - -- --- -- -- -- --- -- -- --- --- — -- --- -- - v 1 R Daler. m -,n I-" e,n e,re-0 'rs i ?s.reuxi DATE c _ DHECK ED JOB N0. 810 -- ---- --- ---- ---- ---- -------- --zliru,-- -- -- -- -- -- -- -- -- n7rax - C SOALE�SnOvm DRAWING N.. BUILDING'C'ROOF FRAMING PLAN.. ® C 4. REV o0 a O F E C B A 5 ti/,E a„/,6 6'-5/tC 6'-5 5/tC -2 tt/t6° -2 tt/tC 6'-5 5/W 6'-5/tC 6'-5 5/t5 Vz� �Vz Uri 2-M -wa aoo6 of zscn uEw-aia aooE oE« z z I I Wz �z Q 0 I,I > z OJ L S AM •CANOPY ELEVATION SECTION P 0 M i c h a e " R Dale'� bu DATE oRAwN CHECKED JOB N0. SCALEIHIN DRAWING No. S4.3 RE 00 p A � 0 1 Y 9 4 8 8 7 8 9 0'-0 5'-V I 0•-V e'-VL 5'-0' 0'-U 10'd t0'-V 10'-0' t0'-0' ,o'-R 10'-T 4'-? 10'-0' 10'-1 r ,a'-E' e'-v a•-e B•-s e'-e - e'-r a•-e oc.xcic m a uswxwr wILL /x IwcE aoov oEa co.u. (,1'-�mu) o 'P 6'v3 I/Y IBW 6 � M., �10'-0' ID'-tl ,0'-U' 1tl-0' 10 ,0'-R rt - -1- - rt — \ b d R I I I I I I I I I I p pp £. x'sue A� ICI 8 FF l 1 f a l 1� I �/ 2YW a-FIYEL PMTIgn M �� ' � � 4 VV wg BUILDING SECTION ,W,:,r=,' AmNR wLL 10'-6 8'-6 a'-0' B'-6 B'_6 g._g g•_g g•_g g•_g _ 0 1D 1 If Yi 78 b tl H ae0'-V t0'-V tb-f 10'-0' t0'-0' 10'-0 10'-V 1tl-V 10'-0' tb-P 10'-V 10'-0' 10'-0 ,o'-C —T 10'-0' to'-0' —T 10'-V 1tl-V 10'-0' tb-R 0'-T 8'-6 0-T e'-6 B'-4 g2'�5 ——— —— —— ——— —— —— ——— —— —— ——— —— —— ——— —— —A——— a a a a a a a a a 10'-tl t0'-0' tb-fP t0'-0' t0'-0' 10'-tl t0'-V 1b-tl t0'-0' tb-R 10'-V 10'-0' 10'-tl 10'-V tb-tl t0'-0' t0'-0' 10'-tl 10'-V 1b-tl 10'- UJz o " p O co Q I— N 1 O 30 8G 8 1tl-V 10'-p 10'-T 1o'-J 10'-V ib-J 10' 1o'-0' 1-1 10'-0' 1tl-fP t0'-0' tb-f w }Z a wsanRr WILL a {L Q -- -- ——— -- -- ——— -- — m-- —n-PL — b— --- -- -- --- -- — — -- A STAMP — ——— —— —— ——— a a a a a a a a e ,v-, - j_._.rt I I I I I I I I I I I I�u sa —.—. I ._._I_.—. I .—._I_._....... —.—I—. ......_.—I—.—. . I I_.—. I .—._I_._. I .—.—I—.�, I _,_I_._. I ,_,_I�." I I � a Michae c-R I I I I I I I I I I I I I I I I I I I I I I I I I e I RDaIe�'°�e�m J P DATE p D- CRECKED 6 uAWxxv wN1 JOB No. (tb-P iou) I D— DRAW55.1 NG No.� BUILDING'D' FOUNDATION PLAN a W� ,' ® 00 a t0'-O' 10'-0 t0'-V itl-0' t0'-0' t0'-tl 10'-r 10'-0' 1tl-0' 6 N4mxR!W0 L W"L 56 PC65 AT p In ffiA�� Rd 3; vial elms m 4 g a Nacxwr wuc I �� N,T TON) 2 3D sw-V ,0'-0' 10'-T 10'-0' -T10'-0' —T 10'-1 ,0'-0' 1tl-0' t0'-0' -T10'-0' -T10'-T 10'-V ,tl-0' 10'-0' —T 10'-1 ,0'-0' 1tl-0' A., B'-6 A., B'-6 8'-6 8'-6 8'-6 1., A., B'-e' v, 6 8'-111, 8'-6 A, B'-6 1,4 A, 8'-6 8'-6 v 8'-6 I 8'-6 8" B'-6 G7 GJ 4 p p p GJ G] 4 p 7 9 G 4 7 G 4 7 4 A Z WI/�Z a ❑ a 1, a a o La a a a a a p o= Z 30 8PIf I I I If I Op8 Q 10'-R 10'-0 —TK-T 10'-0' IG-T 10'-0 —T10'-0 —T1tl-0' K0 10'-T 10'-T 10'-V "T 10'-0' 10'-r 10'-V 1tl-0' t0'-0' 1tl-tf w }Z 8'-1 B'-w A, B'-6 0'-T B'-6 B'-r e'-6 B'-B' A, B'-9 8'-6 a-6 B'-T A, B'-B' 0'-6 0'-6 B'-6 I 0'-6 I Ir B'-B' 4 0'-6 t0'-0' 6 uaWxM wN1 w (O� 6 GJ G7 G7 GJ S] G] G] GJ 14 I t A STAMP "rz v0m GIBS M <.Ar 5r.16 c B I In i �:� E Michaew i �� • F DATE dS 23 tS tS tS tS 2S 2S I �2Sv p DRAWN CHECKED JOB NO. N 6 u0.50xM WALL NAWxM wOLL SCALE TOu) 0'-tl i0u) DRAWING No."8 gUILDING'D' PARTITION PLAN B -„T ,'� ® 55,2 RE. 00 a 'BGt'6�S�18W HG➢)�V(WHf) � V '0' —PER P M p a T f#,/Y.t PUfluNE R 'Box'K.T.teW xUOEA(OJc TOP) w'-d atld 2 P w-V Z A 4 C7 f VP f VP 6 � F �� Q Z D O L co r NZ 30 M al Q Q }Z W (O m%'6xSa1EW xunER�(cOHr) a d:Q A SAMP B _ f w c';-2 1 EP P y /YPe, PIIPDNS m D of Michae F DATE x'e'J.t6W xUOER(COxI) O DN 6 CHECrcRAWE0 a0'd tl'-d a0'-d a0'-tl' �. a0'-d w.-tl PER POEf>ILe,/SOa� JOB N0. fff �. SCALE DRAWING No.� BUILDING U ROOF FRAMING PLAN R c5,3 00 1 RAN 'x'(I)#,I PER PLANS. U LIEF PA xEL SYMMORY l 18/so, MIN SPLICE CONNECPON WRH °Trt N P B Al2 TEKS PER T ON TABIf � RR 'G'P055 ttP w/BC dGI NREWs ro 6" nl m na (SEE PUN FOR ORIENTATION) VFWTCPL GIRT ttP vvaiur'�Im1 nP w%lial/i%+'mcs L-- scREws \cam• nT c oc (3)x" TO•c'Posy \ Dw SLOE of r PHRUN P ucn uVE aMna TOP A1xAE,PER PUN WITH/12 TEa PER'V 0x TMIE ^" � w/I)#11 BE To Pux.N -- --- ANDo 'C'P09 -c Posr Tm. MINµW a I ro T MM AN GAP BEMED.' � Un JOINT /12 (SEE PLAN FOR CEMBATION)• B rtxs AT 6"oc µ Prox µ "N'S MD E I FREL PANELS PMRMx ro TOP Axel[ w"'N'—`Al 1/2 c-- FttE s FED U u1 MEAL PPIETITpN PPRRi ON N Pon AIR111ION EDGE p RDD LUT Is¢PIM Fart A,noo,oxk coFttE 1Ru Avu W/i1I TEKS MD MAv BE S�RP a HEKMS.USER A,TIXS OAFxMn01O PAA1xoX unY eE SNwP PER PUNS m PER OTTAL IS/sO, EgCO LHY AVAIABLF AT TORE i0 HAND C POST CO._ID [OTT UMF CHANN¢ I I (f FANT AND CULm OUf M`E-cL PAXrmwu .RILGAL qxi M PER PUM I I PARAIpN PANEL PER I6/SDI ON ARTITpN { •° xxt oF,tu x/�ix,Txs (2)d1z News I I RRJMAFNI s� .DIAL 1' TP T Pwl L s/so g 0 N CUPCUP _ EACH SHOP OF I I 'Y txz,YxIYu 10'-P 1'4 (2j OCLIP TO SHOT PN PER PUNS k DFTPILEi6/SDI I I 'Z'6'x2 1/Tx16GA 2'-a 1'd x/10/1x3No-ET Il wxcRLTe ew m wn �u CLIP ro GIRT WIM 'c'FOsis 'Z' .2 1 .16GA 10'-a 1'-0' S 3 �ysc1/iuAwsPFrnox acIll m)rz II 3 (:)n29GREm PERHPIAN3 N¢ PANEL INTERSECTION AT POST s VERTICAL OFF INSTALLATION 4 TYPICAL EAVE CHANNEL SPLICE 3 PURLIN SPLICE/SHEAR WALL 2 PURLIN/POST/PARTITION CONN , SCALE r-1'-0' SCALE Ve-,'-0' SCALE.I I/2'-I'-a SHADE 3/I'-1'-P 1 8 � o INSTnLUTION NOES. NOTE HO2OaAL GIRT NOT SHOWN FOR METAL P�0� PIONS PANELS OR MBCI PER MIENS MAY BE USED IN DEC BE U-PANEL WHERE SHOWN I. STALL ROOF CLIPS(HIGH FOEDJ $ 2.INSTAL METAL STRAPS TO BOTTOM OF PURLINS AT 2f OC L: /12 RRS PER tORD1 RIl o^ INSTAFFSTALL(TT 4qN BAa OSuuTILN ASffM&Y'-'TO PDALINS Hm PER �12/mREWS - llU M G SHAM ROOF PMELS IT /6x�xR16G1 COa TOP TRALN --ON-EL PER PLANS E g WN PER PANS -qRf.PER PLAN Z PURLIN PER PAlB 6 3/1Kxrx16GA COA as w/H2pIST2AND OEfuL 16/6Dt EEEY 'e" STUD FOR 1W15 F PAEIS PER RETAIL IB/SDI TRACK FACE Gd T2 PER LETAL IB/SOT EACH SI GET- AL N5 A APpµ'D SIEE-NOTCH AT PURLINS R-19 MIN&TT INSULATOR F CUPS (R-fMGBLY�¶ PEA PUNS PER DETAL IB/501 COIN PER CEIAL 1/11P AETE. 1R YM PLiOiCKeC-rz OFACH POST / C Po515 PER PUN w/r MIN EMBED. Wjrr xroaTI CONCRETE AT EACH PGsrs R-1s Mx BAn IxsJUTlary r mx EDGE olsrANce /r wx FNem. A A - - _ R ��zr EGO lri T ADD PIN N mcE osrMCE Nsuunon c Posts PER PwAs 29GA PANG an BOTH i]6xf snot MD Pn AT u'Oc Tw EA� 6 ylsxsxl6cA cola GF Posts SECTION A a I u/d1z scRF F II ( 1 F'WAR nSPPI tµ IBOTH SDFs Of P RACK w/Iz)�dt2 PER DEr L I6/so 6 3/1Fw'v16P/�(2)/12 swEws OW OF PDRDN6 W//12 TES ro° i PER DffNLR17/sD1 6 DY, w/D Mp?6 s T��. H E DE W DTT H SIDE (s ET PEA O ORIENTATION) I I T I w/i2)A,2 mR¢s i0 /sDl rvP Ee SIDE OF FA STED TIP ROOF INSULATION AT INTERIOR UNITS ,o WALL INTERSECTION DETAIL n TRANS CLIMATE CONTROL WALL n LONG CLIMATE CONTROL WALL n TYPICAL PANEL LAP s NOl[AT aDG'B'.SEE PLNS FIR EPOKY NpHORO III Z NNDETAI�7/SDI 'u'-PMFL,PER PLws ttP P ox ro MpE Ar2x1 3 rtKs ''STUDS/'L'VERT GIRT PER PLANS rG END PIER LL/I�J 0 / uAC-GIRT PER PUN wl I/Yn KB3 EO SPACED,40' ��TT55 'L'T../1 Ew-3 1/r AMCL£ SHE MAC-0RT PER PUx PER OEII L°6 mM S O PERONPWIS k DEAHLL IS/SDI 3,/ALL^MIN FNBFO M.4 MN FWF DISTANCE V wrtH(a)/t2 TEKS ro SNP, PER PUTANS ttP RN1, R-1 ux&a NCHOR6 TO IWVF ON TO PoST (WHERE'C'OR'l'MEMBERS ARE ON BOTH SIDES Of WALL Z BAIT INSUUDOM N81M1pN R-19PER1 MxA&n w/412 SCIitlS STM,GER NICxoRS w/IT uI N SPACING) C'FOSIS PER PUNS C psTs "ER Ox PER DETnL 16/SDI ivP (AT BmC B MIN(3)SPUR ANCHORS AND 70P ANCHOR CAN = MET''ARTR 0 MET' ION CroMU ffPIE�L/WkLS L Q PERPPLMS M PANEL TO ANSI£ ILO GROUTED r a°1;a K;6/6D, 3 I-µLEA^PER !/I LONC1R4xLL 51EM WALL p V!Z /12 TEKS PER OPAL 16/SDt PER FVJS k DELL 16/SD1 /,Exl 3./Af sCR¢YS I SCREW PAnERx M2 M C.SNDS FFR PLWB 11P L 16/sO1 TRON J 0 A1FR /a scREws PER G 19 MIN 'u Q F 18Cf HORI20 T GIRT P IC/SD TRUS;TME SHE R NA L ALPEP PLANS 'L'TrT—AND E TOP TRANSVERSE SEEM wAL NSUUDOM&n PLAN 1YIM(4)/12 AT RE Mxs k DELL 16/SEH PfR'Al k GETUL 16/SDI oRt/Ye AxCxoR F �Z COMMO NAC2E ON In WALL NTUMICTION WALL NTERSECTION WALL INTERSECTION NSUL WALL INTERSECTION PARTITION TO MASONRY MUMALL S IF 3 a N a Q 15 14 13 12 11 SCAEE:1'IT-1'-v NAIE:,,/r-1'-0- scuE:1 1/T-1'-0' scAE:,1/r-1'-r sulE:yr=r-v STAMP METAL P NOTE r' (4) OETNLFIB/501 CUFFS PER =MD AOgTIONLL SCRFN NITHIN 5'-a TROY All BUILDING CORNERS,B¢DIAGRAM BELaW. 3'-0'COVERAGE U 6]/16x3xIE2G4SC0 4'IBGWQ4'Mi STRM 1 LOW HIX D SELF DRILLER PER CUP 9' w/(0)Al2 SCREWS STAGGERED WaIE(�1P/IEOI.xS D'TYP TO RUDER/—NEC MD PUN AT IT DO FACE SIiEEE OFF DRM STRUT/11—IxG 3-a 7�E o GFN POSTS 1Y tY 1YTYP ATM Gc TmYONTAL GIRR PER PUNSSEE DETAu,//SDIr.riI4G'.Acupswt GOWRME SCREW PATTERN 41-(6)SCREWS-OKAY AT LINER PANEL .•'°; y ,FAI TG GRT AMD PGTT -ON DG MlchaeG PC.,PER PUN 6 W Ar2M GO m /Iz „ METAL P�°ems I R Dale I D PA L riNeii6cA R r 3'-0'Ca9@ME I FASTEN PER 16/01,SCISW PATTERN A, COM�C'HEADER PER PLIUI 2 IS/JZ �`�/JS DATE _ _ /,�rM a]1/Y AB ..S.S.taGA cup i0 CAI �L�---��\ B DRAWN WITH S ux EDGE EDITTA�icE I TIIR(sue/12E /5 MIN EMOD w/mZe.a 1/T Mx EMBED `MIx 22-Ca ROOF CUP M fioEmol��REMS CHECKED L 1. AT]T a ttP -O EPoxv, ()AIO LOw xIX xU0 MD PINW T 2'-a'OC- �H I OF POSTS .RLT/iCHOR TO i0P AxGI£ PER CUP.MIN rn SC 6'TN /,2 SCREWS TN JOB N0. 0 MMONfi wALL/PER W/(])112 TEKS ACTAGE MROHER TO AT OHttpRENS SCALE 1M5 PER DEfuL 56/R.d SB/SD} STRDCTDRAL IREMBEN DRAWING No. """""•-•°'� SCREW PATTERN 12-fJl SCREWS-TYPICAL AT PARTITIONS SD1 FULLY SHEETED HIGH 9DEWALL 20 HEADER AT CMU WALL DETAIL ,s MIRAGE ROOF PANEL s MULTI—RIB/R—PANEL SIDNG „ U—PANEL PARTITION e 1'-1 SCARF.NTS SCALE.NIB ICAEE.NFs — REV. M POIT NET PUN Y 2. ya4' �A ROD®ore JOINT NOTES F N. W/„S..H L MIN r ON CONC CGhAE BEMEENST STEEL D GAM. a 1/4 4'-x l/d 11/r CU CU ..... °0 O°N JNIFOWDINGTISUMCIENT sue SHFIINNINNALE JOINTING TOYVFEVENT UT UUINACCEPTABLE CRACLLicwCR of H nE mOM r mOM THE BortoN of VE ALL JOxFS SHOULD NOT FALL BELOW OR WMx IT OF A POST LINE OR NEARING WALL, HE N�OIING OEM 90 ANDUSE%TENO f MO 1HE SPACED AT 24 OC, 0 SAW CM JO NTS AS SOON AS THE SIP13 MLL SUP M THE WDGM OF THE SAW A D 3 CONS/NESESSJI C MUST BE UNLESS N ED OT �S o THICKEN SVB 2 OPEW.N WITHOUT DSN4 THE FNAL DNSN TIE DEEM OF SAW CUT JONTSNID-L BE III NOTCH/PECF55 B CONTINUOUS UNLESS NOrtD OTH DOWN t,UNLESS OTHERWISE NOTED. III, ILL/d TOWARDS OMS B PER PIFN ,b/Mx F`/NOTS00LEp OP�IOWL PREDETERNNE CJ LOCATORS PRIOR TO POUR PND CM SLAB REINFORCEMENT OR HOTS—OORTAL CF E 3 STAR AND STOP SUB RENFORCEMEM TO OR..WGKENED SUB PLANE FOR ADp BE 1 L E INTERSECTION CORN R t0'MIN CTMONTIRPLPL D SUNDEFMCJ SLAB RDNFORCEMEW CUTS SHALL SEVER EVERY OTTER REBAR SISAND S R a CONSTRUCTION JOINT _ p ��• f 4.LENGTH TO-WDTH NATO OF JO W SPACNC SHALL NOT EXCEED 151 A 0 H B RE ORCE EMr RpxF REF Pux SAWCUi CONC SLAB,RfF NOTfS1 _ --T:-'aI L. ROONO RECM ETAL RDEME SUB PER PUx NTROL JOINT(CO)SHALL BE SUBSTITUTED FOR ANY CONST JOINT OMITTED BY CONTRACTOR. '4I 1 '•I k L NO Cn U - v 5 COPRUNDE DOWELED WNST JOINT AT THE END OF CONC PLACEMENT FOR SON POURL ( •yl �f%1 X. ••- NUWux 4'ffSUA THICKNESS : I)a li:ti 6.P�AT RE-ENTRANT DE / CORN R-T LUNG®WH REC CJT OO O OCCUR OF UB AT CORNERS OF BLOCK OUR 1•.i� d-i SLOPE,/4,z II FOOTxG PER DETAIL 26/502 .JUST POUR TO PRWECi COMPLEDDx CLUN OUT JDNIS x ALL TRAFFIC ARUS xTM DRv 1 CORN R O G 1• ' COMPRESSED AR AND DLL JOINTS WITH AN APPROVED JONT ALLER(REF TO ARCH SPECS), INTERSECTION DDNLLR IAYEIt ^R SUB NOTE, DE CONTROL JOINT n DD NET PNWADE C0WB0L mws IN TIE MMT fOIWLIWg1l O-TIE SUB- SR+DE 1 FOR'L'SPLICE SEE DETUL ze/sD2(THIN r-a LAP), C D I`�I SINGLE-STORY FOUNDATIONS WILL HAVE CONTROL JOINTS. 2MERLOCK ALL CORNERS AND IWERSECT10xS:10 T10TwNC ALLOMO. - ENTRY ALCOVE SLOPE SECTM 25 TYPICAL SLAB JONT 23 TYP FOOTING REINFORCING LAP 22 S'oMmDRsN SEOPECDID g �V a SCVE MS I I/Y-I'-0' SCALE; -t'-a SUB REI F E, PEP SDETAIUB E x $$ NOTE AT UW:EUNUW A RIDGE USE(2)#12 TEKS IN EACH LOW PAN. ABONE BETS PwusORC F �o.WNUA END RUN I g •� (aAn «o -K o0o PSI DEVELOPMENT_OR 60 000 Ps RE RmM� UP c PSI o0o PSI Ix PSI o0o PSI cu Fs f3 AD FEEAR 9 x , �S A 5 5 S HHY 9 2a Ia SIT B" O S M5 Y SISMU IY v N RY 1S 1Y tY 15 tY 15 1S U 2d ITIONAL/4 COMI EARJ a PER 31/5C2 j4 2 S 4 e' 6 T 4 I/Y /4 2T Id 2Y la" 1T H 26 3a 16 25 16 16 2a SS AINOCOxSI LOW IS ONED y_a COMER AS 3-3/d T 6 5 1/Y /5 1Y 26 1d 2a 1S 2 1Y 30' B5 35 45 2Y 2Y 2a 25 1? 25 30' r /e 4-1 Y 6' S t''a I Y A6 qP 2a SS IT 31^ S 2Y IS 2S /6 4Y' '/ 4' 2S 2' 2S 35 S' CON ON J01 II, -1 11' T t'=T -f 6S AT 50' 34" 1b^ IP 15 1S 4Y T 29' BT 9' a5 a. 4Y 4Y ST MNU(OPIIONK) MOTH REINNItCEMENP afi a 4' 1'-S A6 ,a T 6s^ z5 r as 1Y yr Be rY +a 4a fis o. I-1 1'-S 6r SY 2 do /a T6' 6Y' NA /to IT 1'-1 1•-Y -1a I'D rY Sd 69' z4 6 25 65 24^ do A10 s ea' e5 6a ITl F. NA FOOTING SCHmDLE qt1 +'-T -' 2'-0' wrv4oR wORKw (v®) OIIDIR 'ADM' 'DEPTH' 'RIRfiCOEMI' OR Y FS q14 711/ Y-r IT - a� DAFFcE ry M°�oo"r°o�RE 1B 1a• pz— 5 #12 SCMEns qle -V T-m - - 8Y SPED FOR THE.PPuaDLE DSSIc I'll 1111COT a 1c 1e' z 4 cQE TOE 6OD DJ FIT nou 1-,/r t-t/r w °C 32 D IC IC 2 4 COW TOP AND BDTIOM IS -t Y * " Lo. DMEGA-TSB ROOFING/SDING 30 Mra 0 STD REBAR TiES,HOOKS,BENDS,LAPS 27 PEPoMETER FOOTING 26scuE xrs gxrs scAlE:Ws NSPFDTION IS REOUPFD FpV U wALL/FTG SEE OfTNL 34/502 FOR NOTES. F.RNw TG IWi. FEE ITEM 18 OF CCI REIE SUB NOTES 0x SNELI Sl 1 FONT MExFORCEMENT a FURAINTI MN OF 3"CONO ULNER UEMEEN SHil AND EARTH W Z LISTER/PER 2 AT MUMV BLEBS A d D OBE Z RI4U WELL—AND 14 LL VAPOR BYO�ATDMIDER 9/lA N THE WUN:NN� II.O uAm Ausx/soz FOR caNctsTE MnSGHRY P N150P"ER PUNS uri a a THE CESSION D SUPPORT o ALLOW-COLu NG� U f' FORW1gN. EER Furs OF THE a W M EMBEDME C'IaxYxl2a BFPJI (I)/4 CIXrt IT.,I/r SUB RECESS (Il H COM 111 1 I/Yxt I/r SUe RECESS E.AFTEERxHUNI O11W THE IUUMNRS WILL BE THE DURING POWDE A'I Z III SLAB AENF PER PUNSSEE 1 SU8 PIN PUNS D 1TIT.2m,BEAM l /4 UUM 5fi/sD3 ;II z`M v°OSfLw SOTS WM a-xBxdxlzw OR C AND CM AND CVL ws FG f p /3 BARS Ai 1B OC SEE— P Sx}1/YM12GA CUP R EACH WAY CENTERED N SVB U C Sx4D.11 COLUMM O ff UUNW,M/((I)FOR px '.:.:•• � ,• r FROM DETER of WALL 1x sEa OTRo f0011rIC Va L Q mus,OF CLIP.(Sz) B B VENTaI RARE, (� EACH CO rz TEKS AT _ - - - _ :fig NNEGDDO "dq IIIII I' ;..Ili -I/D L2G/SDz eg's T + IS) I-ED,rP J O aNs II ITT oETu°0"'s/Psm ' '-1 i II ux)DUA HAS NcmIN'e;RPOucnoN J *�a nEm F- .. Foy cSO cOxc NOTE/10 SHEET S,1 COw ..DO �Z az rxrx,zcA Pua1x SPLICE FooTNc—To—H 1'-a NM T r:)e4 CamMnUS I� PLAN MEW �uHEEKKs Wio c'v ��VEYY u /.1,LARD F u ro e BTu TrE uxo Pm DnxL s/soy OMELS 2'-r uIN (S)p5 comlHUDus a O J I2 LI w/J LINO SEE PUN LOP W BM TN UND MASONRY PLASTER FOOTING 34 DDR MASONRY WALL FOOTING 33 4'THICK SLAB DETAIL 32 (WO FDO on"DEo�LUMxs a Q 5'-9 INTO FOOTING OLERWJIG P_ FA P LOW µ OF DECK SIRE:J/d-t'-Q SCALE:3/4^=I'-0' SOLE V STAMP FS (2)2 ER b/502 q•_S(121 PU UNS) t TO ZOZvI aN1 —NEC NOTE'. SEE'LLCM GUGE METAL STRUCTURE'NOTES ON SHEET 51.1 FOR TGHTENINGADD MUCE bLR. 6-6'I,OCA RALLIES) ROOF DECK PERPER SD/SOT WAN)OE IANGE2 TEKS ACH LEG TO 4• PER PWb Y 4 2" 9 T-rll D1RDHs) 2'-J'(12GA PDRUIS) (2)i1Lav AT WDUU COPE AS REO'U) p s-fl G PURUxs) ss(,wA PURUxs) PUR 2. g t+ }: SHE T nE Ar roc AT ' Y-a(12GA FDMIMS) T'T(12DA PURuxs) ll l 1R. TOP 1Y OF CassOx Axes ov%aOV o O O { y'-0'f,oa PUM1xs> y'a(1oa PURuxs) I I O i c BEAMS 'm T I' g ai T. oS m 0 rxcx4'x,asA OR'c ® ® ' °BL v BEAMS PER PLAINS T - e t F MlChde M Tmr v e%,rza DEN, ® j I'• • I z Pu FUN "• ') SPALED TTIPrEOLAALLr/ro)�BEAN I .I. A (a)T/6m Arzs MACHNE DyLR I TS Dalemm.„,,.,.�,® ® e• •. (NOTCH PURBEANS) EACH SIDE W/WASHERSONBOTHSIDESi 2'IYVSN2U --_—__- • • BL'4"M"0- 1WP ANGLL A- DEIML 32/SD2 OF BOLTS W/15/,a0 MOLE$(SFECML I --NSEECTIOx xoi REpUIffO) l_. 1 1 ./.y TIES DATE/ uxunS IaE I q'PENLD1E6('TO)UCLx C'1axYx12a BEaJ O(12)d 2 PUTUNS& 17U /0 4-,x I IT+T7 CONSIRUCIIOONCO)LIMNOUR NG CHECKED IP (x)5/a'm CHINE BOLTS I I I/. TOP 'SECTM VM BE(B)/+EACH NRE ATTZ'PBRFIR PER PUN W/WASHERSH SNES lYP _ JOB N0.SCALEWEMIDpOBOX'C'�LUMN BO% N FER PUNS MEW A-A BI.SC4 COLUMNS PER 8EC710N DRAWING No. NR TYP PURLIN TO BEAM w D NL w/sD2PURLIN SPLICE DETAIL RIDGE PURLIN TO BOX COLUMN 36 DBL 1C1 BEAMS TO BOX 1C1 POSTS S D Z 40 39 37 COLUMN/CAI330N DETAIL 36 S 7 r=r-D' 'CAR 11/r=I s_1 =I_ SCALE., =1'-v — sale:,/r=I RE. M u a}/In•xrxt6cA TOP TwcN METAL RGGF DECK R NOTES SPECIAL INSPECTION EaaED FOR ABxErh AxnmBR w/(2)/1z iEs •L'rxrxlscA DEER nncLL unN ADOF PAnELs PERSTS EACH SITE 01 PO HPD E �°w LL G D DST PRILK B/DI R PER MIAs /,Gx3x1Gw WM cwNxEL a 3/1CR'xl FGn HEADER CAP RR ----- ----- xq/g` GHGR'BWT W/°ni3e12 �WsyE WITH(TO CON7.(B)112 RMNS AT 5'a DG I I " SER Yx5TOGGA PGST/PUdR alP o ';n`R w H Eo oTMp I HIGH RWF DEGK RE RIM F HEADER W 1E�E ANDRENG roP AN- EI 26 R wr(Gu,2 HH S PGRMN PURL IN PER PLAN AND(61912 HH FEES to POST. 'L•rxY 1-ANGLE WIN 112 LONO.I-WALL PANEL METAL ROOF DECK PER PLANS NOTCH Gro.B00.R0 MWNO CLIPS. SCREWS i0 PER M'D PANEL PE PER PWS 11P PER 2 TO1 COM'C'Sx2 YxlerA C'dx2 I/rxI6GA AT 5'-w GO WTH OEfuL 16/SDI ttP / � / c d 1/rx,B IHELL AT za CS HomzoMu GIETS PER PL - -- DE W/ ( urE 1,TwE X Po°T O - w/W M x ETN c 'L TEES Cra fps wTTH I, AT]r oc m CO, G PER N n, TEES TD, Ne N EASE RIM Nex, I I PER PLO P"LNgS �p D 11 EG Au ST LA aF BEFORGARD P..FAT, EiWmrwvia. uL oEvcN ua25.2,EvPEC PLuls m° TeACK io coxEElE ' ED BEAM ""PER�6/soi"SCREW PATTERN fl _ w/()i/.Bou io ANCIR '.:!' #12 SCRREWS AAr ER PLAN r CO i°PNa xRSf UYEA 1/rox2 1/4'EMBED xLT KB rz U 1_BASE RACE SW CONG�WW p 1 AND(1j I/YW BOLT TO HEADER rxrxl4GA CUP TO CIO WITH U a]/1Axrx10D I Y E°VGMEI°11R R r MN EDGF DISTANCE 5 0'OC WITH(2)/ rz AND GETA�/ -5, /Y.x.uH Fi1BED WO/ftH L1I ws() v«,rP. w/131-E11DT AMID Px DGH F POSTS j ANCHOR R 11 e a EACH P /"A D 1*9 DT ON AT m GG ttP :a E USE rn e12"W D T° uERi GM PER I/sG, � N0 GreSLL�H,/ 11 TO _DM m.Llm. " � .•• is � `.:.. f \T^', I ¢� n 3 1 HOUR BEAFCNG WALL WALL INTERSEC110N INSULATED ENDWALL PURLIN TO C AU HEADER HEADER AT CMU WALL DETAIL 45 44 43 42 aCNE t 1/Y=I'-0' SCALE:1 1/Y=1'-p y k NO2c 6 FiiEWN L-1�D1 N0.U428 1 3/ FA DM eS DR "° E XP NS ON do a•ad oG of n n NT °%TMIM DF � ' M 0]yelm BovOr-As en"Ilernme 1e I1 4-mm 5/a in.nick yard t 3/a'FA MOALAA 401M EW BUII1XxG BEARIxG xALS. WIDTH y. GWAd-anele toddled to Tm mg9xiM"� 2.P ACE DP.AM-lC NT Ai GR RIF Rd OF UU,in k (For Exkrwr Walls,Ratings Pppli<aDleeFar Epwure T.Hre On Inknor Fatt onryJ Pn Img ANCHOR INSTALLATIOry 6 RESTRICfEG TO rvOrv-SnAOEO ARFAS. SLAB WMRO pJO NR,w EEMOMCUoS 'w 2 xs 3/4 in.°Ho4 n"•iM (See Items 4 and 5) } } } t M NL SEE BEARING WNL RATING-45 Min,I,I-1/2 ar 2 xR. ro9m<<eetl9e dt<baertl�""xo-d.joints ncetl nol eabacNed by sled framing. al `xlf PVxS o edge joink and Ao io s of stud o ea Trot 1g (See Items 2 and AlPLP9 1 " y< a1 H wLAG`17WxxC INFORMATION REFER To 66L mill w19M41wl "<iamk+�INo1°w'0y.`rLoRealea`Cet"n9�*enclo y p Is' m 1 -i -� 1 -� CI L s. \^ rzRMIIUR Evmr olHER W T z xaRwa v5o".r a m�";%ce<tX^n "ne a�r<q�aa'n"` gg rERiADo RESi I1"r'mIIERs P00 xoRIZGMAL R-'ENE,F`mc 4w types eeau•-(A.an dtemote to Items 4 dine aA)-5/a i1.hick,4 X.MI, f53 SET r EOM p"Txryls-IMM RxeY Prealess"Cup-Trye X CortaortGuardb-dx0eodenia9 - - LaxC 5.oe-Sleethill-,xells,1%2oor 5/B in.ni /2 TES AT If OF ♦ ¢f o991q,IIiA er ebxm-re 9 e' 9 MISS'S - nd ;3/ °br' n 9 a A<"E1nmd Wp` SEE SBNN IEFO" ° R5 x 3U'LWG SMOOTH FORI.- F7II9i0111Y/l1 Nttle xienoppy"be wWA R.ex more on eWAer I ce. Wick veneer xell "c a`o MON10 N SIDE OF EXPnN510N JgNT WwELE TO wTCx SPACIxG OF onugdetl mNal wan ties aXacned b"eecn Nutl xiln steel ecrexs,no "PERR1AE xRy scxxNULE w. HHOjMRIIEI°NFAL GORE, P RIEVENT TIWCND min 3-3/4 in. Se SE fie n® ] 5 2 e use I.-G�esbc(It..10)mP,Lx ueea. MIKE brill vennx feting 7 3/8" 1 3/8' �PER vMrvs�, PER PMrvs �.PER PuxS� PESNNNING WALL OENLS ]/g' SLfEAf CAP ALL Do^ETB TO A M1mIWb1s--I/2 5/e . sgwre N9e IwoNs, u01TAA JqM WNT VENTCAL WAT0.1OR. ALLOW t'uoMEUEM _ .A'skae on gpaun.Hell 9 5/d .Ding,Type S 12 slR i d. By OMERS n N«.arcx,.m a B p ma q max 16 W a L, CMU ANCHOR RESTRICION AREA qg TYPICAL CMU LINTEL-PILASTER q, MASONRY EXPANSION JOINT 4s des w ceveroe xnn g w em rb mee - - - o sm aw a cw.D - c«m1t mrs wa W.. E a or Dk as ce M •wE�OR(fR)51DE a Fbr-Gment SNllq-Eber umem exlerar sbnq nc udn9 emooLM1 ara poXxrea SCN£.I'-I'-0' � scut:1/Y=1•-V SCVE:1 I/Y-1'_p - 4 d 9Balie.inyl.ieinG m -Ption Wemio m in FE5 W z <a win m N�FOR RRDIMENSION'L'SEFRANSDETNL MTFRS°CPIOX5D5 N°i°Wjl 1.PROTAGE bEOWR BR4 HE U`uASHRE WNLS/PIERS/PIMSrt25 UMIL PoGF NIG WNL PANELS Mf INSTPLID. O « AWMe,ON.d AveeekbdsMNMW,`Ye.�" 2'sL RFWIPF SECVL IH�EC1eH. I' 1.iNxilI,FMer mtl CI .TOR1, io t,20 ISO " bo,om t ticks o xo it pbeye Mg,. FORECAE "G yERRCAL END, U N. 2O CSC(.O}6 in.nick)goNONw peso xo?20"MSC 1(0033'nNuick)kpre"N •w0°d SBudur°I PmM n Lp Sii id-NA MN Siding,Ex-,F yxo"d,OSB or ECTpx AND CORNER ext CONO DETAIL27/SN, DRIB)AT NO SPDCES IN ME NDWE 1/}OF wN1. F�r5 OiDRD oral ao necllon eefxe<n st<el NMas,pna fo eajacent StendaMePnn1W�lRacluaing kturoa,ro gnxmrxn,meaEum density oveaey,bmAsnea. 'L'SEE a"iaor,`ce� ontl/er ee dMDRAY WN.L BCF®IIIE ME fanxlW1 DT d 1d 9 ' o. a 4m.4.L:"Pm4°.P,.R9's«ew.nsed m dtaaM1 waubaara k Nva.:.en moo n9 bv9e z SMt EO MSG(. lype pa Ye 12 by 1'n "r 1a 2 - wg. Wom Iww Lagw4r }anrK MEIww Ip�11fN.Te8•R FamLc I101LLS 9HwL M9 iM ry 90G1t wr]IRII ee ar m.z)Mw( .?-/2-. .zo eGO loo} R-9)9a Axd aye,5/Pe by / /4 IF AEG OK / / / qz i%a n It z-C. IS AT 4v GO 85 AT av tic TOP w/IS)H AT-/HFA�EN urns ps AT 4v tic 1.5m Ps O� SM rruoµra kk nAyj_GFd I. Idl 51 De )seem..BRmbM. M / MAKI Uof Oe STANDARD WE - - - - - - - - - - 1 aT ai apgemle a d aci "/ Old=nmN iu)v2M Bags ENO OTEBWS ode agenda ems .s as nsPa Sea sB�Hs aM Blanketas 0.11)"[ofego"for nom s"ol Co'flea tam"n'm. UST CELL 'L' 'I mM me sAa be eN 6 x= o of xa aaa 2 OC(iA I y sae)9 1W DA Fen,IF,f As B B ( )5 'a ne,nms«nytl.-d a<ANtM can/nK a <a S aarealxe win 1ne as e J QF 1 L 11 SyppaR wenMn(moM zM1 /a. BOFORREGGO W.REGA°AR M A w ""s W .m 1r mee1.m 1 Tint"n ME /�5(rm Z A waWbeaa.OTyMeMM•-G 5°vU8 pe<n/ber IIG Co (. J PER ScGEL- FIN FARCE AP• ltcry H rs stN gxWdThe N The.Fen,SwmWd• YV%p �s Mnq J aelay III wwu w O ImI`:�s m1w1 ;senr e a z Ar d'�..Wn and fa.t , / IT,pap c N wpq m f. no ml fry aeneiry ora e/P ant nr, r qa arc w folloxs.Im• a No-wed G,Mn4 GMlobee in p oauc m �� NLLv GROUTED {L Q Interior Walls &p app end i,I-eld-I t M^n)-v .. a waEbaard T4dedbn an eau 3d»d WdI n i k e of "`m'; PaRomkd MASONRY WALL MEIa3ECTiON s3 - -- -- ---- - 5,/q• •I p 2 i1.^i embedded no er ofxco p-dryaveLr rall1pi s f outer layer. SCNE'.t/r-t'-W STAMP Nib•d Leyee s.nR...cAelm.eb(onrmfl n r na>nI-. PneeW d _ 5 1/4 ReUp d BpwN'..Le). Delign Iwed p ion attacxm to Caen inkne 9 e rup"1/21nWbig" 1r211 k ryepe s-IS D-°;crews°q` _•1 Ieye I.P1L VFMIDL BARS®TEE EXTEND TO FULL HLLOM OF%IAMEfl. •1 layer,5/8 In.CA, 10,Resell FIRWID, at sM1ownicr us<xln brfek veneer as cotllned in It< 2.EOOTIS DOWELS TO 1.w WIIN ALL vFxITCnL EARS SO BAR Ou"FTERS NO - ISI%2"1n n,1/2 in.Mini pDly tylene inwlotlan atlocM1M to Nuas^itM1 forte E d WR!P ftS 2 Ar ro,5/a I1.ml m}/I6 m.ink ne time. A mimmnm m n v "sSFv'.WIFFOADE I(:0 85-In Dex CEu WIT Az TIES. - - �rf�ne�t lei me p,ne�eate N r Mayen,i/q i,<nak too space 1.io<a ma y dined r xmen�e emer.eaa�of MA<foamed p-am LA<" xo vEr v¢slxi rnE uI THE PILASTER PE ono r ® re0.el.G rW Gpesill a Evan enelld. AOInI OD E°I/3TOF L 86/503. ppera 4M00 0 `AAh�ebdli I-xid Y2eeeMNbd an tlx�cea�"41br fain.0 11M-clay RdnUm-(oM�oml Hem Not Sm^n)-foamed Plastic 11 mover c"m.d q,gam a oP M eedn9 .Mm CewYM fin n.etl•e des.ce D Dc H -fin-, F.)BN-RARE I6)A5..EARS EE=EACH FACE ONA1.5 ,con by tlminage Aoim d boXom d air space beM1intl brick LL 1GF w/ ILL Nor W/ E ex Exterior Walls "O.se o ll"9 Spesmy Even med M-We ow 0 12 FES AT K'DO /2 PES AT T NO FU)LLI NOT W�S �� O els.-PrdwMm en YMerb Swe M We1 11n CMMwWbe eetler DARN IOpticnoI Item Not Snox1-For Use Cn mc<Of I Hr Or (SEE NOTE s) I/Y CLR (SEE NOTE 5) 12 T AT 6 SC ED ED Hr Sys m s,Her m< md)-,y2 ,r5/a In.,3/4 r I In Aim a2 (SEE E 5) Miehaea aM EIY!rs" MIaeIR N n2M xnA nt E r of k�m`a AL,ER1uTE I R Dale ni n. n < or<no ^din engln k 1p<netrak CORNEE �k FMTeq d BmN a EWN lys Oddest le.tl Nod by D d 3/8 .for Neeo`Imm mem p ax d 8 OC AT a5 min ay<r,5/8" WWen <. M1e Ett"joint,t,nn-n«bde backed E,f n9. z Hr 4 1 n Z 100 System ry r faMenetl der ER 1, - a„ro /2' 100p0 Ell, enatm m IRT M4)i ��+y -•5+'- DATE 2 1 2 hr } /8 i n.thick 100 p ne p min /'n r'.'1g membem old a m of Op -: ^"L', {; DRAWN 34 roJ iramn mm xo18'1.OC. I AD 2 Icyen.S/ /IbtigiJ L59.un Co.9Type Permolg�o e`d a ma ILDN'tbo leq CHECNEO $N Wabwd BYW^d(CIOOD Cpbgny d fed ompa d 1/�n CM THE CNU ® O '-T 1 .•' FO°RIC lEE PE TABLE T lee PE PLW JOB N0. 5/CaINm ppum G.Igaly-Typed Al CPs-AR PCx]p oTy UL RMr ODE eTk wo oN •& 9 UL Cmad colon Ma 9 • AS RED ttP Al rE D SAE ER IWNW 51e1r M)Tlm Q.Typce AN,PAR P x3 or ULTRAcoOE DRAWING No. lISO wEpGO B A DE C w-Types AN IP-AR.IP-X3,cr ULTR<cODE X-ffi L DWIETER OF BEND REOUREMENTS S D 3 FWWALL-UL DESIGN NO.U425 s9 TYPICAL MASONRY PILASTER DETAIL as TYPICAL MASONRY WALL REINFORCEMENT ss SCLLE NONE SGLLF.1/Y-1'-O' SU1E:3/d=I'-V REV. M I I � (I)/12 SCREWS AT,r R rn .1.ROOF POST,PER PLAND � PE xrx�16G1 FAME ARGUE. � 10,/OUP OFHPUPIXNS I I o xt OGA Mi STRAP F DECK PFR PUIb a"rlg T yip I BW FIAi STRIP 'C'Pp515,PER PIfNS I CM55-ORACIxG _0 PURUN.PER PUNS i a°xI CR055-BR�LnG -__ I -- C Posrs,PER PUNS I I (s)/t2 PANG12 TpS,PER PUNS I (s)A,2 RANCANF,q(0 Ai a rt BGA Mi SIRAP AT J/<SPACING PERPPVN, ]/a°SPApNG I P�UVEE--RED PLANS CNERNNDER BRACING I (B)Al2-AAAE,ENE Ai PURUN PER PUNS I J/a°SPACING 2/,6xYx1aG4 PURUN caP Of FURD12 IS ras m emroM i $ W/(2)112 SCREWS TOP U®JT,OM TOP I n INTERIOR i ENDWALL SIDE WALL N� PURLIN CAP DETAIL 65 PURLIN OVER/UNDER BRACNG 64 TYPICAL CROSS—BRACING DETAILS 1'-V SCALE t°-t'-o' SCN£:1 t/Y-I'-T A�� y v C,SIDE P TRACK W/(2)112,ENS xOIE �� e ..-UP BJx BUN HUNK U SIDE OE POs3K5 PIf1F POST uIRFOR COxxECnOx wNFAE BUMS INTERSECT FROM BCTx smcs �d (6)112 LE R TO E'A-II3GA NEIN.ROOF P ELS 00 SN DMM PLATE G PER FVHS 'TxTxI6W ANGU W/I2)/12 ra5 EACH LEG 70 PFR PLANE Ptlt OE1Nl IB/ml RAFTER a POST,112 mN Ai s-oC TO U-PANEL RAKE ANGLE rNB 1/2' �Ix GI 'U'63/16xSx12GA ,'A3SrI8RU Mi SIRUP — _ WIS TE ,/0(2Epcn Puxury _____ ____________ 'w'BUM ry=51 6R /12 WN ras CLIPm BFMI/ W/(12)/12 WH EA[H FND 26G 1—RNL PMPELS __ I PFR PUNS p G AA E 'C6WI/YXIBG PURUN PFR PVN 1. 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