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File Documents.802 W Main St.0170.2018 (2).ARBK
0170-2018-ARBK_BuildingComments_2 Page: 1.0 PROJECT OVERVIEW File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: The special inspection agreement must be signed by the special inspector, owner (or owner's agent), and fabricator (in this case the concrete installer). Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf (36) Page: 2.3 SITE PLAN | PROPOSED | 1:10 File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Provide a turnaround space in the trash enclosure so that someone in a wheelchair can get back out. ICC A117.1-2009 section 304.3.1 Page: 3.1 BASEMENT FLOOR PLAN File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Dwelling separation fire partition walls must extend from foundation up, including the crawlspace. 2015 IBC 708.4. Revise crawlspace plan. Page: 3.1 BASEMENT FLOOR PLAN File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: Crawlspace access Author: nickt Color: Provide access to the crawlspaces per 2015 IBC 1209.1 Page: 3.1 BASEMENT FLOOR PLAN File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Include these doors in the door schedule with a callout number. They must be smoke proof per 2015 IBC 1019.3 condition 1 and 20 minute fire rated per 2015 IBC 1020.1 and 716.5. The special inspection agreement must be signed by the special inspector, owner (or owner's agent), and fabricator (in this case the concrete installer). S75°09'11"E 7926 Provide a turnaround space in the trash enclosure so that someone in a wheelchair can get back out. ICC A117.1-2009 section 304.3.1 Dwelling separation fire partition walls must extend from foundation up, including the crawlspace. 2015 IBC 708.4. Revise crawlspace plan. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 DN UP 18 R I S E R ( 6 4 3 / 6 4 " ) 17T R E A D S ( 1 1 " ) 90'-0"T.O. SLAB 90'-0"T.O. SLAB 001002004005 006 007 008 009 010 012 011 W2 W2 W2 W7 W7 003 CRAWLSPACE ABOVE CRAWLSPACE ABOVE SLAB ON GRADE ABOVE HOUSE PANEL MECHANICAL 002 STORAGE 001 STAIR 003 LIFT 003 A5.1 B5.1H5.5 Provide access to the crawlspaces per 2015 IBC 1209.1 1 2 3 UP 90'-0" T.O. SLAB 001 011 W2 W7 W7 J 5.6 LIFT 003 7 109 11 128B 5.1 1 4.1 Include these doors in the door schedule with a callout number. They must be smoke proof per 2015 IBC 1019.3 condition 1 and 20 minute fire rated per 2015 IBC 1020.1 and 716.5. Turnaround space has been provided. See sheet 3.8 for details. Doors have been given numbers and added to the schedule. They are smoke proof and 20 minute fire rated. Access hatches have been added to the mudroom closets of apartments 103, 104, 105. Please see sheet 3.2. See signed special inspection agreement attached. An 8" concrete wall has been added to the relevant crawlspace. Please see sheet 3.1 and sections. 10/11/2018 Page: 3.1 BASEMENT FLOOR PLAN File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: Crawlspace ventilation Author: nickt Color: Demonstrate whether the crawlspaces are part of the thermal envelope or not. a.If it will not be part of the thermal envelope, insulate the floor and walls between the crawl and living areas per 2015 IECC R401. Provide ventilation per 2015 IBC 1203.4. b.If the crawl is to be part of the thermal envelope, insulate the walls separating the crawl from the exterior per 2015 IECC R401. Provide conditioned air to the crawl per 2015 IBC 1203.4.2 exception 4 or ventilate per 2015 IMC 406.1. Page: 3.2 MAIN LEVELFLOOR PLAN File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: The area between the sloped surface and flat surface creates a variable height step. Riser heights must be a minimum of 4". Any less than this becomes a tripping hazard. Eliminate step areas less than 4". 2015 IBC 1011.5.2 Page: 3.6 MAIN FLOOR REFLECTED CEILING PLAN File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: What are the "P"s on the RCPs? Provide in a legend. Show the location of smoke alarms and carbon monoxide detectors on the RCPs or floor plans per 2015 IBC 907.2.11 and Municipal Code Title 8. Page: 3.8 TRASH ENCLOSURE File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: 2 yard dumpsters require the trash enclosure to be sprinklered or be of Type I or IIA construction. Type IIA requires the roof and bearing columns to be 1 hour fire rated (2015 IBC table 601). All components must be non-combustible except where allowed by 2015 IBC 603 (which allows wood framing in the roof). -Provide a listed assembly for the roof. -Columns must be 1 hour fire rated; fire retardant treated wood does not typically achieve this. -Demonstrate how the composite materials are non-combustible. CRAWLSPACE ABOVE Demonstrate whether the crawlspaces are part of the thermal envelope or not. a.If it will not be part of the thermal envelope, insulate the floor and walls between the crawl and living areas per 2015 IECC R401. Provide ventilation per 2015 IBC 1203.4. b.If the crawl is to be part of the thermal envelope, insulate the walls separating the crawl from the exterior per 2015 IECC R401. Provide conditioned air to the crawl per 2015 IBC 1203.4.2 exception 4 or ventilate per 2015 IMC 406.1. W3 SLOPED SIDEWALK SEE CIVIL G 5.5 The area between the sloped surface and flat surface creates a variable height step. Riser heights must be a minimum of 4". Any less than this becomes a tripping hazard. Eliminate step areas less than 4". 2015 IBC 1011.5.2 9'-07/8" A.F.F. 9'-01/8" A.F.F. 8'-07/8" A.F.F. 9'-07/8" A.F.F. 8'-07/8" A.F.F. W5 W3 W3 W4 P PPP BEDROOM 102-1 ENTRY 102-0 BEDROOM 101-1 ENTRY 101-0 W DR E J G H D F 8'-07/8" A 5.1 B 5.1 C 5.2 H 5.5 MUDRO 102-5 MUDROOM 101-5 CL. 101-6 G5.5 What are the "P"s on the RCPs? Provide in a legend. Show the location of smoke alarms and carbon monoxide detectors on the RCPs or floor plans per 2015 IBC 907.2.11 and Municipal Code Title 8. 2 yard dumpsters require the trash enclosure to be sprinklered or be of Type I or IIA construction. Type IIA requires the roof and bearing columns to be 1 hour fire rated (2015 IBC table 601). All components must be non-combustible except where allowed by 2015 IBC 603 (which allows wood framing in the roof). -Provide a listed assembly for the roof. -Columns must be 1 hour fire rated; fire retardant treated wood does not typically achieve this. -Demonstrate how the composite materials are non-combustible. The P has been added to the legend. It represents the smoke alarms/CO2 detectors. The step has been pulled back to the column and the riser height is a minimum of 4". A small wall has been added along the rest of the slope. 3.8 has been revised to include IIA construction. See notes, assemblies and associated details. The crawl spaces are part of the thermal envelope and the exterior walls have been insulated. Conditioned air will be provided per IBC 1203.4 exception 4. Please see sheet 3.1 and 1/7.3. 10/11/2018 Page: 5.1 BUILDING SECTIONS File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Detail 3/7.6 conflicts with the roof framing plan which shows the roof joists spanning from grid K to grid G (bearing on the exterior wall. This wall must be a 1/2 hour fire partition protecting the egress balcony dead end travel condition. The wall must extend to the top of the roof sheathing (not possible with this structural configuration) or the wall must extend to the underside of a fire rated ceiling assembly. Coordinate with structural and provide detail callouts in section for clarity. 2015 IBC 708.4 Page: 5.3 BUILDING SECTIONS File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: The corridor fire partitions must be continuous to the roof sheathing or they may be interrupted by rated horizontal assemblies (2015 IBC 708.4). Your previous response references details 3/7.1 and 3/7.6 however these conflict with the framing plans which show framing members spanning through some of the walls. Coordinate with structural and detail these conditions. Add detail callouts to sections to help with clarity. Page: 5.4 BUILDING SECTIONS File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Detail dwelling separation fire partition continuity at this location. 2015 IBC 708.4 Page: 5.5 BUILDING SECTIONS File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Detail 3/7.6 conflicts with the roof framing plan which shows the roof joists spanning from grid K to grid G (bearing on the exterior wall. This wall must be a 1/2 hour fire partition protecting the egress balcony dead end travel condition. The wall must extend to the top of the roof sheathing (not possible with this structural configuration) or the wall must extend to the underside of a fire rated ceiling assembly. Coordinate with structural and provide detail callouts in section for clarity. 2015 IBC 708.4 H J K L M 1 7.3 41'-51/2" 6'-101/2"10'-8"1'-0"15'-31/2"2'-7 LIVING ROOM W6 W3 R3 R2 R1 R1 Detail 3/7.6 conflicts with the roof framing plan which shows the roof joists spanning from grid K to grid G (bearing on the exterior wall. This wall must be a 1/2 hour fire partition protecting the egress balcony dead end travel condition. The wall must extend to the top of the roof sheathing (not possible with this structural configuration) or the wall must extend to the underside of a fire rated ceiling assembly. Coordinate with structural and provide detail callouts in section for clarity. 2015 IBC 708.4 16 15 14 13 12 11 10 9 8 7 6 5 4 3 1 7.2 1 7.3 1 7.3 1 7.3 2 7.1 BASEMENT/ FOUNDATIONS 90'-0" MAIN LEVEL 100'-0" SECOND LEVEL 110'-5" F1 F1F5F1 F8 F9 F6 LIVING ROOM LIVING ROOM BEDROOM BEDROOM KITCHEN KITCHEN LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM KITC KITC 203-2 103-2 203-1 103-1 102-3 202-3 202-2 102-2 101-2 201-2 20 10 W4 W4 W6 W6 W3 W3 W1 W1 W6 W6 W6 W6 W6 W6 R3R2 R2 R1R1R1 R1 CRAWLSPAC CRAWLSPACE F1F1F7 The corridor fire partitions must be continuous to the roof sheathing or they may be interrupted by rated horizontal assemblies (2015 IBC 708.4). Your previous response references details 3/7.1 and 3/7.6 however these conflict with the framing plans which show framing members spanning through some of the walls. Coordinate with structural and detail these conditions. Add detail callouts to sections to help with clarity. 1 7.3 W4 W6 W6 R1 R2 Detail dwelling separation fire partition continuity at this location. 2015 IBC 708.4 G H J K L 5'-01/2"6'-101/2"10'-8"1'-0"15'-31/2" 41'-51/2" R3 R2 Detail 3/7.6 conflicts with the roof framing plan which shows the roof joists spanning from grid K to grid G (bearing on the exterior wall. This wall must be a 1/2 hour fire partition protecting the egress balcony dead end travel condition. The wall must extend to the top of the roof sheathing (not possible with this structural configuration) or the wall must extend to the underside of a fire rated ceiling assembly. Coordinate with structural and provide detail callouts in section for clarity. 2015 IBC 708.4 The fire partitions will be interupted by the floor/ceiling (F5) assembly and the roof/assembly (R3) 3/7.6 details the ceiling of the egress balcony as a fire rated assembly that the 1/2 wall extends to. 4/7.6 details the dwelling separation partition continuity at this location. 3/7.6 details the ceiling of the egress balcony as a fire rated assembly that the 1/2 wall extends to. 10/11/2018 Page: 7.1 FLOOR ASSEMBLIES & DETAILS File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Indicate air sealing strategy at overhangs. Page: 7.2 WALL ASSEMBLIES & DETAILS File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Reference a listed assembly for W4 Page: 7.3 WALL DETAILS File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Can the exterior insulation be extended down to avoid the thermal break in these details? Page: 7.4 ASSEMBLIES File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: So what are the IIC and STC ratings from this test? Page: 7.5 ASSEMBLIES ¬`VWacVW-`ZZa-¢V-¢VWab`¤-e wy{ggxp-{ggx-qg||no-wrz{{-}-z-h x}w|}snqn}{p ¬°-¢¬¡ª·©¬¶S-e-¹ssyÂyn}q-q| ºplÄ-ºpÄ-zov-ºpÄp File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Which roofs are you giving a 1 hour fire rating to and why? Provide a listed Class A rated roofing assembly for your roof types (not 1 hour fire rated). Ordinance 40, 2016 3/ 4 " SE E S T R U C T . 3/ 4 " 1" 9/3 2 " BLOWN-IN ISULATION (R-38) 1X4 T&G SOFFIT - SPECIES AND FINISH SEE SPEC VINYL WOOD FLOORING ¾" PLYWOOD SHEATHING JOISTS RE: STRUCT. ACOUSTICAL MAT T. O. FIN. FLOOR SEE PLAN T. O. PLYWOOD SEE PLAN Indicate air sealing strategy at overhangs. 3/4" 3/4" 31/2" SEE PLAN31/2" 3/4" 3/4" 2X4 STUD FRAMING SPACED AT 16 " O.C. NOTE: AVOID ANY RIGID CONNECTION OR BRACING BETWEEN THE TWO STUD ROWS (2) LAYERS OF 5/8" TYPE X GYPSUM WALL BOARD EACH SIDE. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. HORIZONTAL JOINTS ON OPPOSITE SIDES TO BE STAGGERED. APPLY "PRECORA" ACOUSTICAL SEALANT TO VERTICAL JOINTS AND AT PENETRATIONS, ROOF DECK & FLOOR SLABS UNFACED GLASS FIBER BATT INSULATION, FRICTION FIT BETWEEN STUDS AND RUNNERS ON BOTH SIDES OF PARTY WALL SIDING, BLIND RIPS (ALIGN WITH STUDS) ING 2 1 ½" INTE W1W41 ½" = 1'-0" 1-HOUR BEARING PARTY WALL (PLAN) STC RATING 65 NOTE: ANY PENETRATIONS TO MEET 1 HOUR FIRE RATING STANDARDS NOTE: PENETRATIONS OF FIRE-RATED ASSEMBLIES MUST BE PROTECTED PER 713. (SEE MECH. DRAWINGS FOR DETAILS) GL Reference a listed assembly for W4 3/4 " 13/4 " 51/2" 3/ 4 " 13/4 " 10" FLASHING FLASHING FLUID-APPL WATERPROO EXTEND 6" M SELF-ADHER 18" STRIP O EXOAIR 111 WALL AND 4 WATER BAR FLASHING FLUID-APPL WATERPROO EXTEND 6" M SELF-ADHER TRANSITION GL 1 ½" = 1'-0" MAIN FLOOR/FOUNDATION WALL @ GRADE3 W3 F8F7 W10 Can the exterior insulation be extended down to avoid the thermal break in these details? UL L570 or GA-FC-5011 Wood Engineered Joist Fire Rating Unrestrained‐1 hour System Thickness N/A [Sound test: RAL-TL-81-87 IIC test no: RAL-0T03-03/04] Floor Underlayment - Min. 3/4 in. (19 mm) thick, min. compressive strength 1800 psi USG Levelrock® Brand Floor Underlayment 2500 (UL Type LRK) USG Levelrock® Brand Floor Underlayment 4500 (UL Type HSLRK) USG Levelrock® Brand Floor Underlayment 3500 (UL Type LRK) Sub!oor - 19/32 in. (15 mm) thick plywood underlayment Structural Members - Min. 9-1/2 in. (241 mm) deep engineered wood I-Joists spaced max. 24 in. (609 mm) OC Ceiling Support - Resilient channels spaced 24 in. (609 mm) OC or suspension system Assembly Options USG Drywall Suspension System - 15/16" (24 mm) wide (UL Type DGL) Finished Ceiling -Two layers of 5/8 in. (16 mm) thick gypsum board - Two layers of 5/8 in. (16 mm) thick gypsum board USG Sheetrock® Brand Firecode® X Panels - 5/8" (16 mm) (UL Type SCX) USG Sheetrock® Brand Foil-Backed Gypsum Panels (Regular and Firecode® X) - 1/2" or 5/8" (12 mm or 16 mm) (UL Type SCX) USG Sheetrock® Brand UltraLight Panels Firecode® X - 5/8" (16 mm) (UL Type ULIX) USG Sheetrock® Brand MH Gypsum Base Board Firecode® X - 5/8" (16 mm) (UL Type SCX) So what are the IIC and STC ratings from this test? 8/2/2018 BXUV.P531 - Fire Resistance Ratings - ANSI/UL 263 Design No. P531 BXUV.P531 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for complia applicable requirements. The published information cannot always address every construction nuance encountered in the fiel When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the produ manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information f product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United Stat BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canad See General Information for Fire-resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. P531 May 18, 2018 Unrestrained Assembly Rating - 1 Hr. Finish Rating - 25 Min. (See Items 3 or 3A and 7), 20 Min. (See Items 3B and 7A) Which roofs are you giving a 1 hour fire rating to and why? Provide a listed Class A rated roofing assembly for your roof types (not 1 hour fire rated). Ordinance 40, 2016 W4 now references a listed assembly noted on 7.2. The exterior insulation now extends down to avoid the thermal break. Reference the chart for the STC/IIC ratings. The ratings have been put on the assemblies on 7.1 according to the flooring material. Please see sheet 6.2. R1 is a Class A rated roofing assembly.See UL Class A underlayment Versashield spec. ICC ESR-2053 10/11/2018 Page: 7.6 ROOF ASSEMBLIES & DETAILS File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Detail your air sealing strategy at this intersection. Page: 8.4 DOOR SCHEDULE File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: Group Author: nickt Color: The storage room doors must provide 32" clear measured from the face of the door leaf opened at 90 degrees to the face of the doorstop. A 2'-10" (34") door will typically only provide 31 3/4" of clearance. Revise door schedule to demonstrate compliance (either change to 3'-0" doors or detail how your 2'-10" doors will achieve 32" clear. (2015 IBC 1010.1.1) Page: 8.4 DOOR SCHEDULE File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: 32" clear exterior doors Author: nickt Color: The exterior doors to all units (not just Type A and B units) must provide 32" clear measured from the face of the door leaf opened at 90 degrees to the face of the doorstop. A 2'-10" (34") door will typically only provide 31 3/4" of clearance. Revise door schedule to demonstrate compliance (either change to 3'-0" doors or detail how your 2'-10" doors will achieve 32" clear. (2015 IBC 1010.1.1) Page: 8.4 DOOR SCHEDULE File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: Door hardware Author: nickt Color: Entry doors serving Type B units must have hardware that does not require tight grasping, pinching, or twisting of the wrist to operate. Provide a spec. ICC A117.1-2009 sections 1003.5 and 1004.5.1. Page: G1.08 OCCUPANCY File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: travel distance does not end at the unit front door. It ends when free and clear of the building. Revise SLOPE TO DRAIN 1/8"/FT T. O. SHEATHING SEE PLAN GL FIRE SEPARATION CONTINUES TO UNDERSIDE OF ROOF SHEATHING @ RATED WALLS W R3 Detail your air sealing strategy at this intersection. , QUANTITY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WIDTH 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 3'-0" 3'-0" 3'-0" 2'-8" 4'-0" 5'-0" 3'-5" HEIGHT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 8'-0" 8'-0" 8'-0" 6'-8" 6'-8" 6'-8" 6'-8" MANUFACTURER CODE TEMPERED VIEW L The storage room doors must provide 32" clear measured from the face of the door leaf opened at 90 degrees to the face of the doorstop. A 2'-10" (34") door will typically only provide 31 3/4" of clearance. Revise door schedule to demonstrate compliance (either change to 3'-0" doors or detail how your 2'-10" doors will achieve 32" clear. (2015 IBC 1010.1.1) 2'-10" 2'-10" 2'-2" 2'-10" 2'-8" 2'-8" 4'-0" 2'-2" 2'-10" 2'-10" 2'-10" 4'-0" 3'-5" 2'-8" 4'-0" 2'-2" 2'-8" 4'-0" 2'-2" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" The exterior doors to all units (not just Type A and B units) must provide 32" clear measured from the face of the door leaf opened at 90 degrees to the face of the doorstop. A 2'-10" (34") door will typically only provide 31 3/4" of clearance. Revise door schedule to demonstrate compliance (either change to 3'-0" doors or detail how your 2'-10" doors will achieve 32" clear. (2015 IBC 1010.1.1) Entry doors serving Type B units must have hardware that does not require tight grasping, pinching, or twisting of the wrist to operate. Provide a spec. ICC A117.1-2009 sections 1003.5 and 1004.5.1. 1 1 A E J N M G H C 2 2 B D F K L DN DN UP UP RG RG RG RG RG DW DW DW DW DW TR A V E L D I S T A N C E 3 6 ' < 1 2 5 ' TR A V E L D I S T A N C E 3 6 ' < 1 2 5 ' TR A V E L D I S T A N C E 3 9 ' < 1 2 5 ' TRAVEL DISTANCE 37'<125' TRAVEL DISTANCE 37'<125' EX I T A C C E S S 1 2 0 ' < 2 5 0 ' DR W W W W DR DR DR DR REF REF REF RE F RE F W 1 1 A A 3 3 7 7 10 10 9 9 11 11 14 14 16 16 15 15 12 12 5 5 E E J J N N M M G G H H C C 2 2 B B 8 8 D D F F K K L L 13 13 4 4 6 6 OCCUPANT LOAD R2 1:200 SF 3 OCCUPANTS OCCUPANT LOAD R2 1:200 SF 3 OCCUPANTS OCCUPANT LOAD R2 1:200 SF 3 OCCUPANTS OCCUPANT LOAD R2 1:200 SF 3 OCCUPANTS OCCUPANT LOAD R2 1:200 SF 3 OCCUPANTS SCALE: -1 BAS 0 4' 8' 16'SCALE: 1/8" = 1'-0"1 MAIN LEVEL OCCUPANCY travel distance does not end at the unit front door. It ends when free and clear of the building. Revise Doors have been changed to 3'0". Doors have been changed to 3'0". Compliant hardware has been added to the relevant doors. Please see sheet 8.4 and the door spec. The travel and common paths have been revised. Please see sheet G1.08 3/7.6 noted accordingly. 10/11/2018 Page: G1.08 OCCUPANCY File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Travel distance does not end until you reach a protected exit or exit discharge. Revise travel path distance. Include distance up stairs at angle of stairs and out from under the building. Single exit S occupancy has a max of 75'. This is increased to 100' with an upgraded NFPA 13 fire sprinkler system (2015 IBC table 1006.3.2(2). Page: G1.09 OCCUPANCY File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Travel distance does not end at the unit front doors. Fix each unit: Travel path goes from furthest point in a unit until clear of the building. With choice of 2 exits, max is 250'. Common path goes from furthest point in a unit until a choice of two exits is reached. Max 125'. Page: G1.12 FIRE SEPARATION File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: W6 references a wall assembly that is not fire rated. This wall must be 1 hour fire rated from both sides (2015 IBC table 602 and 705.5). Page: G1.12 FIRE SEPARATION File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: This wall is part of the corridor and must be 1/2 hour fire rated per 2015 IBC 1020.1. Page: G1.13 FIRE SEPERATION File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: Group Author: nickt Color: This comment has not been addressed: Egress balcony must be 10' from lot line (2015 1021.4). Provide a 1 hour fire rated wall to protect it. The portion of the balcony within 10' of the lot line must also be 1 hour fire rated on the edge and underside. UP TRAVEL DISTANCE 50'<125' OCCUPANT LOAD S 1:300 SF 3 OCCUPANTS 1 3 7 109 11 14 1615125 N M 2 8 K L 1346 0 4' SCALE: 1/8" = 1'-0"-1 BASEMENT/ FOUNDATIONS OCCUPANCY Travel distance does not end until you reach a protected exit or exit discharge. Revise travel path distance. Include distance up stairs at angle of stairs and out from under the building. Single exit S occupancy has a max of 75'. This is increased to 100' with an upgraded NFPA 13 fire sprinkler system (2015 IBC table 1006.3.2(2). DN RG RG RG RG DW DW DW CO M M O N P A T H T R A V E L D I S T A N C E 7 7 ' < 1 2 5 ' TR A V E L D I S T A N C E 3 6 ' < 1 2 5 ' CO M M O N P A T H TR A V E L D I S T A N C E 5 7 ' < 1 2 5 ' DE A D E N D 4 9 ' < 5 0 ' EX I T A C C E S S T R A V E L D I S T A N C E 1 3 1 ' < 2 5 0 ' DR W W W DR DR REF REF REF W DR 1 3 7 109 11 14 1615125 J N M 2 8 K L 1346 OCCUPANT LOAD R2 1:200 SF 3 OCCUPANTS OCCUPANT LOAD R2 1:200 SF 3 OCCUPANTS OCCUPANT LOAD R2 1:200 SF 3 OCCUPANTS 0 4' 8' 1 SCALE: 1/8" = 1'-0"2 SECOND LEVEL OCCUPANCY Travel distance does not end at the unit front doors. Fix each unit: Travel path goes from furthest point in a unit until clear of the building. With choice of 2 exits, max is 250'. Common path goes from furthest point in a unit until a choice of two exits is reached. Max 125'. DW 4'-01/2" 2' - 6 " 3'-6" DWDW N M K L W6 references a wall assembly that is not fire rated. This wall must be 1 hour fire rated from both sides (2015 IBC table 602 and 705.5). UP W2 W2 W7 W7 3 7 109 11 1412581346 -0" NT/ FOUNDATIONS FIRE SEPARATION This wall is part of the corridor and must be 1/2 hour fire rated per 2015 IBC 1020.1. DN DW DW DW DW 5'-1" W3 W3 W6 W5 W6 W5 W3 W5 W5 W3 W3 W W5 W5 W6 W6 DR W W DR 1 3 7 109 11 14 1615125 J N M G H 2 8 F K L 1346 DWDW DWDW WWW33 WWW W DR DWDW DW DR W 1 HR R 1 HR R CEILIN FIRE SEPARATI MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF PROTECTION 3' TO LESS THAN 5'UP, S 15% WALL AREA OPENING AREA PERCENT OF OPEN AREA MAIN LVL 382.81 SF 41.47 SF 10% 1/2 HR UPPER LVL 447.18 SF 41.47 SF 9% 0 4' 8 SCALE: 1/8" = 1'-0"2 SECOND LEVEL FIRE SEPARATION This comment has not been addressed: Egress balcony must be 10' from lot line (2015 1021.4). Provide a 1 hour fire rated wall to protect it. The portion of the balcony within 10' of the lot line must also be 1 hour fire rated on the edge and underside. Page: G1.13 FIRE SEPERATIONFile Name: Architectural Plans.802 West Main.2018.06.pdf Subject: Group Author: nickt Color: Egress balcony must be 10' from lot line (2015 1021.4). Provide a1 hour fire rated wall to protect it. The portion of the balcony within 10' of the lot line must also be 1 hour fire rated on the edge and underside. RG DW REF W DR E J G H F KL Egress balcony mustbe 10' from lot line(2015 1021.4).Provide a 1 hour firerated wall to protect it.The portion of thebalcony within 10' ofthe lot line must alsobe 1 hour fire rated onthe edge andunderside. 10'-0" See revised assembly An upgraded NFPA 13 fire sprinkler system has been added. Please see sheet 1.0. W6.1 & W3.1 references UL U311 which is a 1 hour wall. Installation instructions are on 7.5. The balcony assembly is F5 W5.2 references UL V315 which is a 30min wall. Installation instructions are on sheet 7.5 W6.1 references UL U311 which is a 1 hour wall. Installation instructions are on sheet 7.5. The travel and common paths have been revised. Please see sheet G1.09 10/11/2018 Page: G1.13 FIRE SEPERATION File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: W6 references a wall assembly that is not fire rated. This wall must be 1 hour fire rated from both sides (2015 IBC table 602 and 705.5). Page: G1.13 FIRE SEPERATION File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: W5 does not reference a 1/2 hour fire rated assembly as required by the dead end travel condition per 2015 IBC 1021.2, 1020.1. Revise to reference a rated assembly. Page: G1.15 ACCESSIBILITY File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: Kitchen sink centered clearspace Author: nickt Color: Type B unit kitchen sinks must have the 30"x48" clearspace centered on the sink. Make this clear on the plans and dimension from centerline of sink to any walls or counters to the side. ICC A117.1-2009 section 1004.12.2.1. Page: G1.15 ACCESSIBILITY File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: oven clearspace Author: nickt Color: Type B unit ovens must have the clear floor space adjacent to the oven in either parallel or forward approach. The oven door in the open position may not obstruct the clearspace. Dimension from edge of oven to edge of countertop (30" minimum) ICC A117.1-2009 section 1004.12.2.4. Page: G1.15 ACCESSIBILITY File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: This door could be an inswing if a 30"x48" clearspace can sit in the bathroom clear of the door swing. ICC A117.1-2009 section 1004.11.2.1. It complies as drawn. DW N M L DWDW W6 references a wall assembly that is not fire rated. This wall must be 1 hour fire rated from both sides (2015 IBC table 602 and 705.5). 5'-1" W5 W5 W5W5 W5 W3 A E G H C B D F W5 does not reference a 1/2 hour fire rated assembly as required by the dead end travel condition per 2015 IBC 1021.2, 1020.1. Revise to reference a rated assembly. UP RG W REF 30"x48" 30 " x 4 8 " 60"x56"-> Type B unit kitchen sinks must have the 30"x48" clearspace centered on the sink. Make this clear on the plans and dimension from centerline of sink to any walls or counters to the side. ICC A117.1-2009 section 1004.12.2.1. 24" min RG DW 60" CLR. FROM PROJECTING FINISH OR APPLIANCE CL W DR REF CLCLCL J K L 2'-05/8"1'-3"1'-51/4"1'-4"1 5'- 1 " 30"x48" <- 5 0 " x 4 8 " 60 " x 5 6 " - > 30"x48" 30"x48" 56"x48" 60"x48"6 30"x48"<- 3 0 " x 4 8 " 30 " x 4 8 " 30"x48" Type B unit ovens must have the clear floor space adjacent to the oven in either parallel or forward approach. The oven door in the open position may not obstruct the clearspace. Dimension from edge of oven to edge of countertop (30" minimum) ICC A117.1-2009 section 1004.12.2.4. 30 " m i n DW 60" CLR. PROJECTING R APPLIANCE This door could be an inswing if a 30"x48" clearspace can sit in the bathroom clear of the door swing. ICC A117.1-2009 section 1004.11.2.1. It complies as drawn. Centerlines and dimensions have been added. Please see sheet G1.15 Door has been changed to an inswing. Please see sheet G1.15 The ovens in Type B units have been moved to allow 30" minimum to the edge of the countertop. The clear floor space is parallel to the oven. W5 sim. references UL V315 which is a 30min wall. Installation instructions are on 7.5 W6.1 & W3 .1 references UL U311 which is a 1 hour wall. Installation instructions are on sheet 7.5 10/11/2018 Page: G1.15 ACCESSIBILITY File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Demonstrate that the bifold doors will accommodate the laundry clearspaces when full open. Often, they do not open far enough. ICC A117.1-2009 section 1004.10.1. Page: G1.15 ACCESSIBILITY File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Provide dimensional requirements for grab bar blocking. ICC A117.1-2009 section 1004.11.1. Page: G1.15 ACCESSIBILITY File Name: Architectural Plans.802 West Main.2018.08 (Comments1)-Bluebeam.pdf Subject: PlanCheck Author: nickt Color: Show the lift and door maneuvering clearance. Comply with ICC A117.1-2009 section 410. Page: E1.0 ELECTRICAL LEGEND SPECS & DETAILS File Name: Electrical Plans.802 West Main.2018.05.pdf Subject: Group Author: nickt Color: Show the location of the meter bank and solar house panel in plan. I have not received an updated electrical set. Electrical Plans.802 West Main.2018.05.pdf (3) Page: E1.0 ELECTRICAL LEGEND SPECS & DETAILS File Name: Electrical Plans.802 West Main.2018.05.pdf Subject: Panelboard height Author: nickt Color: Type B units: electric panel board must be within reach range (max 48" AFF) per ICC A117.1-2009 section 1004.9) W DR K 30"x48 30"x48 Demonstrate that the bifold doors will accommodate the laundry clearspaces when full open. Often, they do not open far enough. ICC A117.1-2009 section 1004.10.1. W DR E J G H C D F 30"x48" <- 5 0 " x 4 8 " 60 " x 5 6 " - > 30"x48" even when a fold up bar is planned, reinforcing should still be provided in short wall to the side of the toilet 15" 18" min. removable base cabinet although not required by the Guidelines, for an additional grab bar installed on the short wall beside the toilet to be usable by the largest number of people, this dimension also should be 18" min. Small Bathroom with Walls Reinforced for Grab Bars e of construction should most effective method for 12" min. 12" min. 18" 32 " m a x . 38 " m i n . each side and mended to mount 24" long additional 2" min. bottom recom- standard grab bar minimum reinforced area even larger reinforc- ing preferred for greater ease when installing grab bars 30 " m a x . p r e f e r r e d Minimum Reinforcing Behind Toilets Located Beside a Wall Provide dimensional requirements for grab bar blocking. ICC A117.1-2009 section 1004.11.1. 109 11 12 13 Show the lift and door maneuvering clearance. Comply with ICC A117.1-2009 section 410. MAGNETIC MOTOR STARTER DISCONNECT SWITCH PANELBOARD OR LOAD CENTER, FLUSH OR SURFACE MOUNTED SWITCHBOARD, MOTOR CONTROL CENTER OR DISTRIBUTION BOARD TRANSFORMER GROUND CIRCUIT BREAKER MOTOR OUTLET AUTOMATIC TRANSFER SWITCH FOOD SERVICE EQUIPMENT T M ATS COMMUNICATION SYSTEM SPEAKER IN CEILING OR WALL VOLUME CONTROL AT 60" UNLESS NOTED MICROPHONE OUTLET IN FLOOR BOX OR WALLMM CALL-IN SWITCHC PROGRAM BELL INTERCOM CLOCK V I S S B A AMPLIFIER CIRCUIT BREAKER CURRENT TRANSFORMER TRANSFORMER METERM D T 4' - 0 " ) 80 " ( 6 ' - 8 " ) MAIN CIRCUIT BREAKER & BRANCH CIRCUIT BREAKERS MAXIMUM MOUNTING HEIGHT IS 79", MINIMUM IS 18". TYPICAL 8'-0" CEILING Show the location of the meter bank and solar house panel in plan. I have not received an updated electrical set. Where? Page: E1.1 ELECTRICAL ONE LINE & PANEL SCHEDULES File Name: Electrical Plans.802 West Main.2018.05.pdf Subject: PlanCheck Author: nickt Color: Show the location of the meter bank and solar house panel in plan. Electrical Plans.802 West Main.2018.05.pdf (1) 1APANEL ELECTRICAL ONE-LINE DIAGRAM (2) 200ASPACES200/2 1BPANEL 200/2 METERBANK1200A, 120/240V, 1P, 3W42kAlC NO SCALENOTE: PROVIDE SHORT CIRCUIT BRACING TO MEET REQUIREMENTS NOTED AT ONE-LINE,NOTED AS "AIC AVAILABLE". SERIES RATED COMBINATION ACCEPTABLE,SUBMIT MANUFACTURER'S SERIES RATINGS WITH SHOP DRAWING REVIEW.CONTRACTOR SHALL VERIFY ALL SERVICE EQUIPMENT BEING USED WITH LOCALUTILITY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SERVICE EQUIPMENTTHAT IS ACCEPTABLE TO USE THROUGH THE UTILITY AND THE AHJ. 4[(4 #500 MCM AL) 3-1/2"C] T UTILITYTRANSFORMERPAD MOUNTED 1CPANEL 200/2 1DPANEL 200/2 1EPANEL 200/2 2APANEL 200/2 2BPANEL 200/2 2CPANEL 200/2 2DPANEL 200/2 2EPANEL 200/2 (3 #3/0 CU,1 #4 CUG)2"C OR(3 #250 MCM AL,1 #2 ALG)3"C HOUSEPANEL 400/21200/2 SOLARPANEL PROVIDE SOLARPRODUCTION METER ASREQUIRED BY THEUTILITY. 100/2 Show the location ofthe meter bank andsolar house panel inplan.Shown on Plans 08/14/18 D T J TV 8" ( 1 ' - 6 " ) MAIN CIRCUIT BREAKER & BRANCH CIRCUIT BREAKERS MAXIMUM MOUNTING HEIGHT IS 79", MINIMUM IS 18". FINISHED FLOOR Type B units: electric panel board must be within reach range (max 48" AFF) per ICC A117.1-2009 section 1004.9) Clearance has been added. Please see sheet G1.15. Please see revised doors on sheets G1.15. The location of the meter bank are shown in the updated electrical set. The solar PV system has been eliminated. This has been revised in the updated electrical set. Please see sheet G1.17 10/11/2018 Page: E1.1 ELECTRICAL ONE LINE & PANEL SCHEDULES File Name: Electrical Plans.802 West Main.2018.05.pdf Subject: PlanCheck Author: nickt Color: Show the location of the meter bank and solar house panel in plan. Page: [4] C1D-Mainstreet-LandscapeSheetset-L.1.02 File Name: Landscape Set_AAH Main Street_REV1.pdf Subject: PlanCheck Author: nickt Color: Provide an accessible route to the outdoor seating area (2015 IBC 1104.2 and 1104.3). Crusher fines are not an accessible surface (must be firm, stable, and slip resistant ICC/ANSI A117.1-2009 section 302.1). Revise landscapes and civils. Landscape Set_AAH Main Street_REV1.pdf (1) Page: M1.0 MECHANICAL LEGEND SPECS & SEQUENCE File Name: Mechanical Plans.802 West Main.2018.05.pdf Subject: Thermostat mounting height Author: nickt Color: Revise mechanical plans to note the mounting height of thermostats. 48" max per ICC/A117.1-2009 section 1004.9. Mechanical Plans.802 West Main.2018.05.pdf (2) Page: M2.1 1ST FLOOR HVAC PLAN File Name: Mechanical Plans.802 West Main.2018.05.pdf Subject: PlanCheck Author: nickt Color: Exhausts may not discharge air onto a walkway (2015 IMC 501.3). (I have not received an updated mechanical plan) 1APANEL ELECTRICAL ONE-LINE DIAGRAM 200/2 1BPANEL 200/2 METERBANK 1200A, 120/240V, 1P, 3W 42kAlC NO SCALE NOTE: PROVIDE SHORT CIRCUIT BRACING TO MEET REQUIREMENTS NOTED AT ONE-LINE, NOTED AS "AIC AVAILABLE". SERIES RATED COMBINATION ACCEPTABLE, SUBMIT MANUFACTURER'S SERIES RATINGS WITH SHOP DRAWING REVIEW. CONTRACTOR SHALL VERIFY ALL SERVICE EQUIPMENT BEING USED WITH LOCAL UTILITY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SERVICE EQUIPMENTTHAT IS ACCEPTABLE TO USE THROUGH THE UTILITY AND THE AHJ. 4[(4 #500 MCM AL) 3-1/2"C] T UTILITY TRANSFORMER PAD MOUNTED 1C PANEL 200/2 1D PANEL 200/2 1E PANEL 200/2 2A PANEL 200/2 2B PANEL 200/2 2C PANEL 200/2 2D PANEL 200/2 2E PANEL 200/2 (3 #3/0 CU,1 #4 CUG)2"C OR (3 #250 MCM AL,1 #2 ALG)3"C HOUSE PANEL 400/2 1200/2 Show the location of the meter bank and solar house panel in plan. 7926 BENCH INTEGRATED INTO WALL; RE: 9/L.5.01 LANDSCAPE STEPPER; 7/L.5.01 CRUSHER FINES; RE: 6/L.5.01 CONCRETE SITE WALL; RE: 1/L.5.02 COURTYARD STEPS; RE: 3/L.5.02 Provide an accessible route to the outdoor seating area (2015 IBC 1104.2 and 1104.3). Crusher fines are not an accessible surface (must be firm, stable, and slip resistant ICC/ANSI A117.1-2009 section 302.1). Revise landscapes and civils. a.MECHANICAL EQUIPMENT SHALL NOT BE UTILIZED FOR TE b.GAS FIRED TEMPORARY HEAT SHALL BE PROVIDED BY THE Revise mechanical plans to note the mounting height of thermostats. 48" max per ICC/A117.1-2009 section 1004.9. 1 LL CAP 58 IN 3 Exhausts may not discharge air onto a walkway (2015 IMC 501.3). (I have not received an updated mechanical plan) The location of the meter bank are shown in the updated electrical set. The solar PV system has been eliminated. The outdoor seating area with crusher fines has been eliminted. See note 27 on M1.0. Please see the boiler flue installation manual showing the exhausts a minimum above the public walkway. 10/11/2018