Frederick J. Geisel · 2020-07-01 · basement, 1st & 2nd floor lighting plans 3rd floor & roof lighting plans e1.3 e1.4 e2.1electrical notes and details e2.2electrical notes, diagrams

CIVIL ENVIRONMENTAL CONSULTANTS LLC ENGINEERS AND LAND SURVEYORS ----------------------------------------------------------------------- 8 Oak Street Peabody, MA 01960 Phone (978) 531-1191 Fax (978) 531-5501 [email protected] June 29, 2020 Boston Conservation Commission Boston City Hall I City Hall Square, Room 709 Boston, MA 02201-2031 Attn: Amelia Croteau Re: 874 East Sixth Street, So. Boston – DEP File No. 006-1699 Dear Ms. Croteau, On behalf of Cedarwood Development and East Sixth Street LLC, we are submitting revised Conservation Commission Site Plans which we believe addresses the Commission’s concerns regarding residential housing within the 100-yr floodplain, any concerns that ISD may have raised and ASCE Standard 24 for Flood Resistant Design and Construction.

• We have essentially eliminated the basement level of the building, save the elevator pit. • The parking, front access, rear exterior stair access, lobby, and elevator are all at ground floor

levels, with all floor levels (17.50 BCB) above the 100-yr floor level (17.46 BCB). The front door access is at elevation 18.0 (BCB).

• We have raised the garage floor and all the structures by to El. 17.5 BCB, which raises the slab and all structures above the high groundwater elevation. The driveway access to the garage has a high point of 18.44, which is almost 12 inches above the 100-yr flood elevation.

• We have raised the first floor to elevation 27.2 BCB. • We have left the grades of the rear yard unchanged from our last revision leaving the grade at

18.5’ BCB to match the neighbor’s grades and the average grade that previously existed. • With the above changes, the minimum grade height of the entry way, walls and driveway

surrounding the building is 18.0’ BCB which is 0.5’ above the 100-yr floodplain, effectively removing the building from the 100-yr floodplain.

• Because of the grade changes of the garage level, we were able to place the infiltrators under the garage slab and maintain proper separation to groundwater and hopefully satisfy the rear neighbor concerns regarding the infiltrators being too close to their property lines.

• We did add a single infiltrator under the driveway to pick up the stormwater from the entrance drive. We have surrounded that with 30 mil waterproof barriers to confine the infiltration to the immediate driveway area.

We have attached copies of the revised Conservation plans, revised architectural plans, revised Elevation Certificate and the revised Stormwater Management Report. Please call 978-290-1781 or e-mail me for any other information that you may need. We have also mailed two copies of all the above documents.

Very truly yours,

Frederick J. Geisel

Frederick J. Geisel, PE

mailto:[email protected]

STORMWATER MANAGEMENT REPORT – May 29,2020

874 EAST SIXTH ST. SO. BOSTON, MA

Background:

The property is located at 874 East sixth St. in South Boston, MA. This is a redevelopment site. The total area of property to be redeveloped consists of 6250 sq. ft. of land. The site previously contained a multi-family house. The project proponent proposes to construct a six-unit dwelling in a single structure. The project is a fullredevelopment of the site. Soil Conditions

The soils are classified as Merrimac Urban Land Complex. The soils are classified as Class A soils, for drainage purposes.

Flood Plain

The project site is within the Special Flood Hazard Areas designated by FEMA, for the 100-yr storm, with a flood elevation of AE-11.

Wetlands

The wetland resource areas of coastal bank and beach are approximately 350 feet from the site. The site contains approximately 500 sq. ft. of land subject to coastal storm flowage within the 100-yr flood zone.

Stormwater Management

As a redevelopment site, the project is required to meet Stormwater Standards to the maximum Extent Practicable. Roof and driveway ramp runoff is infiltrated by 2 infiltration Systems, The one system being a Single cultec 330xlhd(system 2 on the plan) in the driveway to gather and infiltrate the front side of the driveway's runoff, and the other system being10 Cultec 330xlhd Infiltrators(system 1 on the plan) both surrounded by crushed stone, which hold and infiltrate all design storms. Based on our analysis and design, the post- development flow rates and volume will be reduced from the pre-development flows for the analyzed frequency storms – 2-yr, 10-yr and 25-yr. & Flooding will not be increased for the 100-yr storm. All storm events will be infiltrated by the roof infiltrator systems with any overflow going to the Combined Sewer in East Sixth Street via a 6” sch40 pvc pipe. All Stormwater Management Standards will be met for the site.

All peak flows from the proposed roof areas will be attenuated by storage and infiltration through infiltration chambers that will store and infiltrate stormwater. These chambers will be as shown on the proposed site plan

Land in the rear will be landscaped with loam and grass, mulch, shrubs, and trees that will all serve to adsorb rainfall and reduce runoff.

Frederick J. Geisel, PE

Pre & Post Development Stormwater Flows

874 East Sixth StreetSouth Boston, MA

FREQ. EXISTING POST DEV. FLOW POST POSTSTORM FLOWS INTO INFILTRATION COMBINED INFIL. INFILTRATION

(CFS) SYSTEM 1 SYSTEM 2 OUTFLOW

1 Inch 0.0 0.21 0.01 0.22 0.0

2 YR 0.0 0.28 0.02 0.30 0.0

10 YR 0.07 0.48 0.04 0.52 0.0

25 YR 0.16 0.65 0.05 0.70 0.0

100 YR 0.41 0.98 0.07 1.05 0.41

2S

874 E 6th Building &

Rear Driveway

3P

10 CULTEC 330XLHD

Routing Diagram for 3793-874 east sixth-REV11-18-19Prepared by Civil Environmental Consultants LLC, Printed 5/21/2020HydroCAD® 10.00-25 s/n 09048 © 2019 HydroCAD Software Solutions LLC

Subcat Reach Pond Link

874 East Sixth Building & Rear Driveway

3793-874 east sixth-REV11-18-19 Printed 5/21/2020Prepared by Civil Environmental Consultants LLC

Page 2HydroCAD® 10.00-25 s/n 09048 © 2019 HydroCAD Software Solutions LLC

Project Notes

Rainfall events imported from "NRCS-Rain.txt" for 4035 MA Boston Suffolk County




Area Listing (selected nodes)

Area

(acres)

CN Description

(subcatchment-numbers)

0.029 39 >75% Grass cover, Good, HSG A (2S)

0.017 98 Paved parking, HSG A (2S)

0.091 98 Roofs, HSG A (2S)

0.137 86 TOTAL AREA




Soil Listing (selected nodes)

Area

(acres)

Soil

Group

Subcatchment

Numbers

0.137 HSG A 2S

0.000 HSG B

0.000 HSG C

0.000 HSG D

0.000 Other

0.137 TOTAL AREA




Ground Covers (selected nodes)

HSG-A

(acres)

HSG-B

(acres)

HSG-C

(acres)

HSG-D

(acres)

Other

(acres)

Total

(acres)

Ground

Cover

Subcatchment

Numbers

0.029 0.000 0.000 0.000 0.000 0.029 >75% Grass cover, Good 2S

0.017 0.000 0.000 0.000 0.000 0.017 Paved parking 2S

0.091 0.000 0.000 0.000 0.000 0.091 Roofs 2S

0.137 0.000 0.000 0.000 0.000 0.137 TOTAL AREA




Pipe Listing (selected nodes)

Line# Node

Number

In-Invert

(feet)

Out-Invert

(feet)

Length

(feet)

Slope

(ft/ft)

n Diam/Width

(inches)

Height

(inches)

Inside-Fill

(inches)

1 3P 16.50 9.35 230.0 0.0311 0.010 6.0 0.0 0.0

874 East Sixth Building & Rear DrivewayNRCC 24-hr D 2-Year Rainfall=3.26"3793-874 east sixth-REV11-18-19

Printed 5/21/2020Prepared by Civil Environmental Consultants LLCPage 7HydroCAD® 10.00-25 s/n 09048 © 2019 HydroCAD Software Solutions LLC

Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 pointsRunoff by SCS TR-20 method, UH=SCS, Weighted-CN

Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method

Runoff Area=5,957 sf 79.10% Impervious Runoff Depth>1.88"Subcatchment 2S: 874 E 6th Building & Tc=6.0 min CN=86 Runoff=0.28 cfs 0.021 af

Peak Elev=14.19' Storage=129 cf Inflow=0.28 cfs 0.021 afPond 3P: 10 CULTEC 330XLHD Discarded=0.08 cfs 0.021 af Primary=0.00 cfs 0.000 af Outflow=0.08 cfs 0.021 af

Total Runoff Area = 0.137 ac Runoff Volume = 0.021 af Average Runoff Depth = 1.88"20.90% Pervious = 0.029 ac 79.10% Impervious = 0.108 ac



Summary for Subcatchment 2S: 874 E 6th Building & Rear Driveway

Runoff = 0.28 cfs @ 12.13 hrs, Volume= 0.021 af, Depth> 1.88"

Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrsNRCC 24-hr D 2-Year Rainfall=3.26"

Area (sf) CN Description

3,972 98 Roofs, HSG A740 98 Paved parking, HSG A

1,245 39 >75% Grass cover, Good, HSG A

5,957 86 Weighted Average1,245 20.90% Pervious Area4,712 79.10% Impervious Area

Tc Length Slope Velocity Capacity Description(min) (feet) (ft/ft) (ft/sec) (cfs)

6.0 Direct Entry, flow

Subcatchment 2S: 874 E 6th Building & Rear Driveway

Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.3

0.28

0.26

0.24

0.22

0.2

0.18

0.16

0.14

0.12

0.1

0.08

0.06

0.04

0.02

0

NRCC 24-hr D

2-Year Rainfall=3.26"

Runoff Area=5,957 sf

Runoff Volume=0.021 af

Runoff Depth>1.88"

Tc=6.0 min

CN=86

0.28 cfs



Hydrograph for Subcatchment 2S: 874 E 6th Building & Rear Driveway

Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

0.00 0.00 0.00 0.000.25 0.01 0.00 0.000.50 0.02 0.00 0.000.75 0.04 0.00 0.001.00 0.05 0.00 0.001.25 0.06 0.00 0.001.50 0.07 0.00 0.001.75 0.09 0.00 0.002.00 0.10 0.00 0.002.25 0.11 0.00 0.002.50 0.12 0.00 0.002.75 0.14 0.00 0.003.00 0.15 0.00 0.003.25 0.17 0.00 0.003.50 0.18 0.00 0.003.75 0.20 0.00 0.004.00 0.21 0.00 0.004.25 0.23 0.00 0.004.50 0.24 0.00 0.004.75 0.26 0.00 0.005.00 0.27 0.00 0.005.25 0.29 0.00 0.005.50 0.30 0.00 0.005.75 0.32 0.00 0.006.00 0.34 0.00 0.006.25 0.35 0.00 0.006.50 0.37 0.00 0.006.75 0.39 0.00 0.007.00 0.41 0.00 0.007.25 0.43 0.01 0.007.50 0.45 0.01 0.007.75 0.47 0.01 0.008.00 0.50 0.02 0.008.25 0.52 0.02 0.008.50 0.55 0.03 0.008.75 0.57 0.03 0.009.00 0.60 0.04 0.009.25 0.63 0.05 0.009.50 0.66 0.06 0.019.75 0.69 0.07 0.01

10.00 0.73 0.08 0.0110.25 0.77 0.10 0.0110.50 0.81 0.11 0.0110.75 0.87 0.13 0.0111.00 0.93 0.16 0.0211.25 1.00 0.20 0.0211.50 1.09 0.25 0.0311.75 1.23 0.32 0.0412.00 1.56 0.53 0.1412.25 2.03 0.87 0.1312.50 2.17 0.98 0.06

Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

12.75 2.26 1.05 0.0413.00 2.33 1.11 0.0313.25 2.39 1.16 0.0313.50 2.45 1.20 0.0213.75 2.49 1.23 0.0214.00 2.53 1.27 0.0214.25 2.57 1.30 0.0214.50 2.60 1.33 0.0214.75 2.63 1.35 0.0115.00 2.66 1.38 0.0115.25 2.69 1.40 0.0115.50 2.71 1.42 0.0115.75 2.74 1.44 0.0116.00 2.76 1.46 0.0116.25 2.79 1.48 0.0116.50 2.81 1.50 0.0116.75 2.83 1.52 0.0117.00 2.85 1.54 0.0117.25 2.87 1.55 0.0117.50 2.89 1.57 0.0117.75 2.91 1.58 0.0118.00 2.92 1.60 0.0118.25 2.94 1.61 0.0118.50 2.96 1.63 0.0118.75 2.97 1.64 0.0119.00 2.99 1.65 0.0119.25 3.00 1.67 0.0119.50 3.02 1.68 0.0119.75 3.03 1.69 0.0120.00 3.05 1.71 0.0120.25 3.06 1.72 0.0120.50 3.08 1.73 0.0120.75 3.09 1.74 0.0121.00 3.11 1.76 0.0121.25 3.12 1.77 0.0121.50 3.14 1.78 0.0121.75 3.15 1.79 0.0122.00 3.16 1.80 0.0122.25 3.17 1.81 0.0122.50 3.19 1.82 0.0122.75 3.20 1.84 0.0123.00 3.21 1.85 0.0123.25 3.22 1.86 0.0123.50 3.24 1.87 0.0123.75 3.25 1.88 0.0124.00 3.26 1.89 0.01



Summary for Pond 3P: 10 CULTEC 330XLHD

Inflow Area = 0.137 ac, 79.10% Impervious, Inflow Depth > 1.88" for 2-Year eventInflow = 0.28 cfs @ 12.13 hrs, Volume= 0.021 afOutflow = 0.08 cfs @ 11.95 hrs, Volume= 0.021 af, Atten= 70%, Lag= 0.0 minDiscarded = 0.08 cfs @ 11.95 hrs, Volume= 0.021 afPrimary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af

Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrsPeak Elev= 14.19' @ 12.34 hrs Surf.Area= 430 sf Storage= 129 cf

Plug-Flow detention time= 6.7 min calculated for 0.021 af (100% of inflow)Center-of-Mass det. time= 6.5 min ( 849.1 - 842.6 )

Volume Invert Avail.Storage Storage Description

#1A 13.50' 294 cf 11.17'W x 38.50'L x 3.54'H Field A1,523 cf Overall - 544 cf Embedded = 979 cf x 30.0% Voids

#2A 14.00' 544 cf Cultec R-330XLHD x 10 Inside #1Effective Size= 47.8"W x 30.0"H => 7.45 sf x 7.00'L = 52.2 cfOverall Size= 52.0"W x 30.5"H x 8.50'L with 1.50' OverlapRow Length Adjustment= +1.50' x 7.45 sf x 2 rows

838 cf Total Available Storage

Storage Group A created with Chamber Wizard

Device Routing Invert Outlet Devices

#1 Discarded 13.50' 8.270 in/hr Exfiltration over Surface area #2 Primary 16.50' 6.0" Round Culvert L= 230.0' Ke= 0.500

Inlet / Outlet Invert= 16.50' / 9.35' S= 0.0311 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 0.20 sf

Discarded OutFlow Max=0.08 cfs @ 11.95 hrs HW=13.55' (Free Discharge)1=Exfiltration (Exfiltration Controls 0.08 cfs)

Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=13.50' (Free Discharge)2=Culvert ( Controls 0.00 cfs)



Pond 3P: 10 CULTEC 330XLHD - Chamber Wizard Field A

Chamber Model = Cultec R-330XLHD (Cultec Recharger® 330XLHD)

Effective Size= 47.8"W x 30.0"H => 7.45 sf x 7.00'L = 52.2 cf

Overall Size= 52.0"W x 30.5"H x 8.50'L with 1.50' Overlap

Row Length Adjustment= +1.50' x 7.45 sf x 2 rows

52.0" Wide + 6.0" Spacing = 58.0" C-C Row Spacing

5 Chambers/Row x 7.00' Long +1.50' Row Adjustment = 36.50' Row Length +12.0" End Stone x 2 = 38.50'

Base Length

2 Rows x 52.0" Wide + 6.0" Spacing x 1 + 12.0" Side Stone x 2 = 11.17' Base Width

6.0" Base + 30.5" Chamber Height + 6.0" Cover = 3.54' Field Height

10 Chambers x 52.2 cf +1.50' Row Adjustment x 7.45 sf x 2 Rows = 543.9 cf Chamber Storage

1,522.6 cf Field - 543.9 cf Chambers = 978.7 cf Stone x 30.0% Voids = 293.6 cf Stone Storage

Chamber Storage + Stone Storage = 837.5 cf = 0.019 af

Overall Storage Efficiency = 55.0%

Overall System Size = 38.50' x 11.17' x 3.54'

10 Chambers

56.4 cy Field

36.2 cy Stone



Pond 3P: 10 CULTEC 330XLHD

InflowOutflowDiscardedPrimary

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.3

0.28

0.26

0.24

0.22

0.2

0.18

0.16

0.14

0.12

0.1

0.08

0.06

0.04

0.02

0

Inflow Area=0.137 ac

Peak Elev=14.19'

Storage=129 cf

0.28 cfs

0.08 cfs

0.08 cfs

0.00 cfs



Hydrograph for Pond 3P: 10 CULTEC 330XLHD

Time(hours)

Inflow(cfs)

Storage(cubic-feet)

Elevation(feet)

Outflow(cfs)

Discarded(cfs)

Primary(cfs)

0.00 0.00 0 13.50 0.00 0.00 0.000.50 0.00 0 13.50 0.00 0.00 0.001.00 0.00 0 13.50 0.00 0.00 0.001.50 0.00 0 13.50 0.00 0.00 0.002.00 0.00 0 13.50 0.00 0.00 0.002.50 0.00 0 13.50 0.00 0.00 0.003.00 0.00 0 13.50 0.00 0.00 0.003.50 0.00 0 13.50 0.00 0.00 0.004.00 0.00 0 13.50 0.00 0.00 0.004.50 0.00 0 13.50 0.00 0.00 0.005.00 0.00 0 13.50 0.00 0.00 0.005.50 0.00 0 13.50 0.00 0.00 0.006.00 0.00 0 13.50 0.00 0.00 0.006.50 0.00 0 13.50 0.00 0.00 0.007.00 0.00 0 13.50 0.00 0.00 0.007.50 0.00 0 13.50 0.00 0.00 0.008.00 0.00 0 13.50 0.00 0.00 0.008.50 0.00 0 13.50 0.00 0.00 0.009.00 0.00 0 13.50 0.00 0.00 0.009.50 0.01 0 13.50 0.01 0.01 0.00

10.00 0.01 0 13.50 0.01 0.01 0.0010.50 0.01 1 13.50 0.01 0.01 0.0011.00 0.02 1 13.51 0.02 0.02 0.0011.50 0.03 1 13.51 0.03 0.03 0.0012.00 0.14 12 13.60 0.08 0.08 0.0012.50 0.06 119 14.16 0.08 0.08 0.0013.00 0.03 43 13.84 0.08 0.08 0.0013.50 0.02 1 13.51 0.02 0.02 0.0014.00 0.02 1 13.51 0.02 0.02 0.0014.50 0.02 1 13.51 0.02 0.02 0.0015.00 0.01 1 13.51 0.01 0.01 0.0015.50 0.01 1 13.51 0.01 0.01 0.0016.00 0.01 1 13.50 0.01 0.01 0.0016.50 0.01 1 13.50 0.01 0.01 0.0017.00 0.01 1 13.50 0.01 0.01 0.0017.50 0.01 0 13.50 0.01 0.01 0.0018.00 0.01 0 13.50 0.01 0.01 0.0018.50 0.01 0 13.50 0.01 0.01 0.0019.00 0.01 0 13.50 0.01 0.01 0.0019.50 0.01 0 13.50 0.01 0.01 0.0020.00 0.01 0 13.50 0.01 0.01 0.0020.50 0.01 0 13.50 0.01 0.01 0.0021.00 0.01 0 13.50 0.01 0.01 0.0021.50 0.01 0 13.50 0.01 0.01 0.0022.00 0.01 0 13.50 0.01 0.01 0.0022.50 0.01 0 13.50 0.01 0.01 0.0023.00 0.01 0 13.50 0.01 0.01 0.0023.50 0.01 0 13.50 0.01 0.01 0.0024.00 0.01 0 13.50 0.01 0.01 0.00




















Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.5

0.45

0.4

0.35

0.3

0.25

0.2

0.15

0.1

0.05

0

NRCC 24-hr D




Runoff Depth>3.37"

Tc=6.0 min

CN=86

0.48 cfs




Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

0.00 0.00 0.00 0.000.25 0.02 0.00 0.000.50 0.04 0.00 0.000.75 0.05 0.00 0.001.00 0.07 0.00 0.001.25 0.09 0.00 0.001.50 0.11 0.00 0.001.75 0.13 0.00 0.002.00 0.15 0.00 0.002.25 0.17 0.00 0.002.50 0.19 0.00 0.002.75 0.21 0.00 0.003.00 0.23 0.00 0.003.25 0.25 0.00 0.003.50 0.27 0.00 0.003.75 0.29 0.00 0.004.00 0.32 0.00 0.004.25 0.34 0.00 0.004.50 0.36 0.00 0.004.75 0.38 0.00 0.005.00 0.41 0.00 0.005.25 0.43 0.01 0.005.50 0.46 0.01 0.005.75 0.48 0.01 0.006.00 0.50 0.02 0.006.25 0.53 0.02 0.006.50 0.56 0.03 0.006.75 0.59 0.04 0.007.00 0.62 0.04 0.007.25 0.65 0.05 0.017.50 0.68 0.06 0.017.75 0.71 0.07 0.018.00 0.75 0.09 0.018.25 0.78 0.10 0.018.50 0.82 0.12 0.018.75 0.86 0.13 0.019.00 0.90 0.15 0.019.25 0.94 0.17 0.019.50 0.99 0.19 0.019.75 1.04 0.22 0.01

10.00 1.10 0.25 0.0210.25 1.16 0.28 0.0210.50 1.22 0.32 0.0210.75 1.30 0.37 0.0311.00 1.39 0.42 0.0311.25 1.51 0.50 0.0411.50 1.64 0.59 0.0511.75 1.85 0.74 0.0812.00 2.35 1.12 0.2512.25 3.05 1.70 0.2212.50 3.26 1.89 0.09

Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

12.75 3.39 2.01 0.0713.00 3.51 2.11 0.0513.25 3.60 2.19 0.0413.50 3.68 2.25 0.0413.75 3.74 2.31 0.0314.00 3.80 2.37 0.0314.25 3.86 2.42 0.0314.50 3.91 2.46 0.0314.75 3.96 2.51 0.0215.00 4.00 2.55 0.0215.25 4.04 2.58 0.0215.50 4.08 2.62 0.0215.75 4.12 2.65 0.0216.00 4.15 2.69 0.0216.25 4.19 2.72 0.0216.50 4.22 2.75 0.0216.75 4.25 2.78 0.0217.00 4.28 2.81 0.0217.25 4.31 2.83 0.0117.50 4.34 2.86 0.0117.75 4.37 2.88 0.0118.00 4.40 2.91 0.0118.25 4.42 2.93 0.0118.50 4.44 2.95 0.0118.75 4.47 2.97 0.0119.00 4.49 3.00 0.0119.25 4.52 3.02 0.0119.50 4.54 3.04 0.0119.75 4.56 3.06 0.0120.00 4.58 3.08 0.0120.25 4.61 3.10 0.0120.50 4.63 3.12 0.0120.75 4.65 3.14 0.0121.00 4.67 3.16 0.0121.25 4.69 3.18 0.0121.50 4.71 3.20 0.0121.75 4.73 3.22 0.0122.00 4.75 3.24 0.0122.25 4.77 3.25 0.0122.50 4.79 3.27 0.0122.75 4.81 3.29 0.0123.00 4.83 3.31 0.0123.25 4.85 3.32 0.0123.50 4.86 3.34 0.0123.75 4.88 3.36 0.0124.00 4.90 3.37 0.01


























Base Length








10 Chambers

56.4 cy Field

36.2 cy Stone





Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.5

0.45

0.4

0.35

0.3

0.25

0.2

0.15

0.1

0.05

0


Peak Elev=14.90'

Storage=355 cf

0.48 cfs

0.08 cfs

0.08 cfs

0.00 cfs




Time(hours)

Inflow(cfs)

Storage(cubic-feet)

Elevation(feet)

Outflow(cfs)

Discarded(cfs)

Primary(cfs)

0.00 0.00 0 13.50 0.00 0.00 0.000.50 0.00 0 13.50 0.00 0.00 0.001.00 0.00 0 13.50 0.00 0.00 0.001.50 0.00 0 13.50 0.00 0.00 0.002.00 0.00 0 13.50 0.00 0.00 0.002.50 0.00 0 13.50 0.00 0.00 0.003.00 0.00 0 13.50 0.00 0.00 0.003.50 0.00 0 13.50 0.00 0.00 0.004.00 0.00 0 13.50 0.00 0.00 0.004.50 0.00 0 13.50 0.00 0.00 0.005.00 0.00 0 13.50 0.00 0.00 0.005.50 0.00 0 13.50 0.00 0.00 0.006.00 0.00 0 13.50 0.00 0.00 0.006.50 0.00 0 13.50 0.00 0.00 0.007.00 0.00 0 13.50 0.00 0.00 0.007.50 0.01 0 13.50 0.01 0.01 0.008.00 0.01 0 13.50 0.01 0.01 0.008.50 0.01 0 13.50 0.01 0.01 0.009.00 0.01 1 13.50 0.01 0.01 0.009.50 0.01 1 13.51 0.01 0.01 0.00

10.00 0.02 1 13.51 0.02 0.02 0.0010.50 0.02 1 13.51 0.02 0.02 0.0011.00 0.03 2 13.51 0.03 0.03 0.0011.50 0.05 3 13.52 0.05 0.05 0.0012.00 0.25 58 13.95 0.08 0.08 0.0012.50 0.09 353 14.89 0.08 0.08 0.0013.00 0.05 327 14.81 0.08 0.08 0.0013.50 0.04 258 14.59 0.08 0.08 0.0014.00 0.03 168 14.31 0.08 0.08 0.0014.50 0.03 70 14.02 0.08 0.08 0.0015.00 0.02 1 13.51 0.02 0.02 0.0015.50 0.02 1 13.51 0.02 0.02 0.0016.00 0.02 1 13.51 0.02 0.02 0.0016.50 0.02 1 13.51 0.02 0.02 0.0017.00 0.02 1 13.51 0.02 0.02 0.0017.50 0.01 1 13.51 0.01 0.01 0.0018.00 0.01 1 13.51 0.01 0.01 0.0018.50 0.01 1 13.51 0.01 0.01 0.0019.00 0.01 1 13.51 0.01 0.01 0.0019.50 0.01 1 13.51 0.01 0.01 0.0020.00 0.01 1 13.50 0.01 0.01 0.0020.50 0.01 1 13.50 0.01 0.01 0.0021.00 0.01 1 13.50 0.01 0.01 0.0021.50 0.01 1 13.50 0.01 0.01 0.0022.00 0.01 1 13.50 0.01 0.01 0.0022.50 0.01 1 13.50 0.01 0.01 0.0023.00 0.01 1 13.50 0.01 0.01 0.0023.50 0.01 1 13.50 0.01 0.01 0.0024.00 0.01 1 13.50 0.01 0.01 0.00




















Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.7

0.65

0.6

0.55

0.5

0.45

0.4

0.35

0.3

0.25

0.2

0.15

0.1

0.05

0

NRCC 24-hr D




Runoff Depth>4.58"

Tc=6.0 min

CN=86

0.65 cfs




Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

0.00 0.00 0.00 0.000.25 0.02 0.00 0.000.50 0.04 0.00 0.000.75 0.07 0.00 0.001.00 0.09 0.00 0.001.25 0.11 0.00 0.001.50 0.14 0.00 0.001.75 0.16 0.00 0.002.00 0.19 0.00 0.002.25 0.21 0.00 0.002.50 0.24 0.00 0.002.75 0.26 0.00 0.003.00 0.29 0.00 0.003.25 0.32 0.00 0.003.50 0.34 0.00 0.003.75 0.37 0.00 0.004.00 0.40 0.00 0.004.25 0.43 0.01 0.004.50 0.46 0.01 0.004.75 0.49 0.01 0.005.00 0.51 0.02 0.005.25 0.54 0.03 0.005.50 0.58 0.03 0.005.75 0.61 0.04 0.006.00 0.64 0.05 0.006.25 0.67 0.06 0.016.50 0.70 0.07 0.016.75 0.74 0.08 0.017.00 0.78 0.10 0.017.25 0.82 0.11 0.017.50 0.86 0.13 0.017.75 0.90 0.15 0.018.00 0.94 0.17 0.018.25 0.99 0.19 0.018.50 1.04 0.22 0.018.75 1.09 0.24 0.019.00 1.14 0.27 0.029.25 1.19 0.30 0.029.50 1.25 0.34 0.029.75 1.32 0.38 0.02

10.00 1.39 0.42 0.0210.25 1.46 0.47 0.0310.50 1.55 0.52 0.0310.75 1.64 0.59 0.0411.00 1.76 0.67 0.0511.25 1.90 0.78 0.0611.50 2.07 0.91 0.0711.75 2.34 1.11 0.1212.00 2.97 1.63 0.3412.25 3.85 2.41 0.2912.50 4.12 2.65 0.12

Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

12.75 4.29 2.81 0.0913.00 4.43 2.94 0.0713.25 4.55 3.05 0.0613.50 4.64 3.14 0.0513.75 4.73 3.21 0.0414.00 4.80 3.28 0.0414.25 4.87 3.35 0.0414.50 4.94 3.41 0.0314.75 5.00 3.47 0.0315.00 5.05 3.52 0.0315.25 5.10 3.56 0.0315.50 5.15 3.61 0.0315.75 5.20 3.65 0.0216.00 5.25 3.70 0.0216.25 5.29 3.74 0.0216.50 5.33 3.78 0.0216.75 5.37 3.82 0.0217.00 5.41 3.85 0.0217.25 5.45 3.89 0.0217.50 5.49 3.92 0.0217.75 5.52 3.95 0.0218.00 5.55 3.99 0.0218.25 5.58 4.02 0.0218.50 5.61 4.04 0.0218.75 5.65 4.07 0.0219.00 5.68 4.10 0.0219.25 5.70 4.13 0.0219.50 5.73 4.16 0.0219.75 5.76 4.18 0.0220.00 5.79 4.21 0.0120.25 5.82 4.24 0.0120.50 5.85 4.26 0.0120.75 5.87 4.29 0.0121.00 5.90 4.31 0.0121.25 5.93 4.34 0.0121.50 5.95 4.36 0.0121.75 5.98 4.39 0.0122.00 6.00 4.41 0.0122.25 6.03 4.44 0.0122.50 6.05 4.46 0.0122.75 6.08 4.48 0.0123.00 6.10 4.50 0.0123.25 6.12 4.53 0.0123.50 6.15 4.55 0.0123.75 6.17 4.57 0.0124.00 6.19 4.59 0.01


























Base Length








10 Chambers

56.4 cy Field

36.2 cy Stone





Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.7

0.65

0.6

0.55

0.5

0.45

0.4

0.35

0.3

0.25

0.2

0.15

0.1

0.05

0


Peak Elev=15.64'

Storage=578 cf

0.65 cfs

0.08 cfs

0.08 cfs

0.00 cfs




Time(hours)

Inflow(cfs)

Storage(cubic-feet)

Elevation(feet)

Outflow(cfs)

Discarded(cfs)

Primary(cfs)

0.00 0.00 0 13.50 0.00 0.00 0.000.50 0.00 0 13.50 0.00 0.00 0.001.00 0.00 0 13.50 0.00 0.00 0.001.50 0.00 0 13.50 0.00 0.00 0.002.00 0.00 0 13.50 0.00 0.00 0.002.50 0.00 0 13.50 0.00 0.00 0.003.00 0.00 0 13.50 0.00 0.00 0.003.50 0.00 0 13.50 0.00 0.00 0.004.00 0.00 0 13.50 0.00 0.00 0.004.50 0.00 0 13.50 0.00 0.00 0.005.00 0.00 0 13.50 0.00 0.00 0.005.50 0.00 0 13.50 0.00 0.00 0.006.00 0.00 0 13.50 0.00 0.00 0.006.50 0.01 0 13.50 0.01 0.01 0.007.00 0.01 0 13.50 0.01 0.01 0.007.50 0.01 1 13.50 0.01 0.01 0.008.00 0.01 1 13.50 0.01 0.01 0.008.50 0.01 1 13.51 0.01 0.01 0.009.00 0.02 1 13.51 0.02 0.02 0.009.50 0.02 1 13.51 0.02 0.02 0.00

10.00 0.02 1 13.51 0.02 0.02 0.0010.50 0.03 2 13.51 0.03 0.03 0.0011.00 0.05 3 13.52 0.05 0.05 0.0011.50 0.07 4 13.53 0.07 0.07 0.0012.00 0.34 117 14.16 0.08 0.08 0.0012.50 0.12 561 15.58 0.08 0.08 0.0013.00 0.07 574 15.62 0.08 0.08 0.0013.50 0.05 530 15.47 0.08 0.08 0.0014.00 0.04 458 15.22 0.08 0.08 0.0014.50 0.03 374 14.96 0.08 0.08 0.0015.00 0.03 281 14.66 0.08 0.08 0.0015.50 0.03 180 14.35 0.08 0.08 0.0016.00 0.02 76 14.03 0.08 0.08 0.0016.50 0.02 1 13.51 0.02 0.02 0.0017.00 0.02 1 13.51 0.02 0.02 0.0017.50 0.02 1 13.51 0.02 0.02 0.0018.00 0.02 1 13.51 0.02 0.02 0.0018.50 0.02 1 13.51 0.02 0.02 0.0019.00 0.02 1 13.51 0.02 0.02 0.0019.50 0.02 1 13.51 0.02 0.02 0.0020.00 0.01 1 13.51 0.01 0.01 0.0020.50 0.01 1 13.51 0.01 0.01 0.0021.00 0.01 1 13.51 0.01 0.01 0.0021.50 0.01 1 13.51 0.01 0.01 0.0022.00 0.01 1 13.51 0.01 0.01 0.0022.50 0.01 1 13.51 0.01 0.01 0.0023.00 0.01 1 13.51 0.01 0.01 0.0023.50 0.01 1 13.51 0.01 0.01 0.0024.00 0.01 1 13.51 0.01 0.01 0.00




















Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

1

0

NRCC 24-hr D




Runoff Depth>7.13"

Tc=6.0 min

CN=86

0.98 cfs




Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

0.00 0.00 0.00 0.000.25 0.03 0.00 0.000.50 0.06 0.00 0.000.75 0.10 0.00 0.001.00 0.13 0.00 0.001.25 0.16 0.00 0.001.50 0.20 0.00 0.001.75 0.23 0.00 0.002.00 0.27 0.00 0.002.25 0.30 0.00 0.002.50 0.34 0.00 0.002.75 0.38 0.00 0.003.00 0.41 0.00 0.003.25 0.45 0.01 0.003.50 0.49 0.02 0.003.75 0.53 0.02 0.004.00 0.57 0.03 0.014.25 0.61 0.04 0.014.50 0.65 0.05 0.014.75 0.69 0.07 0.015.00 0.73 0.08 0.015.25 0.78 0.10 0.015.50 0.82 0.12 0.015.75 0.86 0.13 0.016.00 0.91 0.15 0.016.25 0.96 0.18 0.016.50 1.00 0.20 0.016.75 1.06 0.23 0.017.00 1.11 0.25 0.027.25 1.16 0.29 0.027.50 1.22 0.32 0.027.75 1.28 0.35 0.028.00 1.35 0.39 0.028.25 1.41 0.43 0.028.50 1.48 0.48 0.028.75 1.55 0.52 0.039.00 1.62 0.57 0.039.25 1.70 0.63 0.039.50 1.78 0.69 0.039.75 1.88 0.76 0.04

10.00 1.98 0.83 0.0410.25 2.09 0.92 0.0510.50 2.21 1.01 0.0510.75 2.34 1.12 0.0611.00 2.51 1.25 0.0811.25 2.71 1.42 0.1011.50 2.96 1.63 0.1211.75 3.34 1.95 0.1812.00 4.23 2.76 0.5312.25 5.49 3.93 0.4312.50 5.87 4.29 0.18

Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

12.75 6.12 4.52 0.1313.00 6.32 4.72 0.1013.25 6.49 4.87 0.0913.50 6.62 5.01 0.0713.75 6.74 5.12 0.0614.00 6.85 5.22 0.0614.25 6.95 5.32 0.0514.50 7.05 5.41 0.0514.75 7.13 5.49 0.0515.00 7.21 5.57 0.0415.25 7.28 5.64 0.0415.50 7.35 5.70 0.0415.75 7.42 5.77 0.0416.00 7.48 5.83 0.0316.25 7.55 5.89 0.0316.50 7.61 5.95 0.0316.75 7.67 6.01 0.0317.00 7.72 6.06 0.0317.25 7.77 6.11 0.0317.50 7.83 6.16 0.0317.75 7.87 6.21 0.0318.00 7.92 6.25 0.0218.25 7.97 6.30 0.0218.50 8.01 6.34 0.0218.75 8.05 6.38 0.0219.00 8.10 6.42 0.0219.25 8.14 6.46 0.0219.50 8.18 6.51 0.0219.75 8.22 6.55 0.0220.00 8.26 6.58 0.0220.25 8.30 6.62 0.0220.50 8.34 6.66 0.0220.75 8.38 6.70 0.0221.00 8.42 6.74 0.0221.25 8.45 6.77 0.0221.50 8.49 6.81 0.0221.75 8.53 6.84 0.0222.00 8.56 6.88 0.0222.25 8.60 6.91 0.0222.50 8.63 6.95 0.0222.75 8.67 6.98 0.0223.00 8.70 7.01 0.0223.25 8.73 7.04 0.0223.50 8.77 7.08 0.0223.75 8.80 7.11 0.0224.00 8.83 7.14 0.02
















Primary OutFlow Max=0.39 cfs @ 12.26 hrs HW=16.92' (Free Discharge)2=Culvert (Inlet Controls 0.39 cfs @ 2.20 fps)










Base Length








10 Chambers

56.4 cy Field

36.2 cy Stone





Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

1

0


Peak Elev=16.95'

Storage=826 cf

0.98 cfs

0.51 cfs

0.08 cfs

0.43 cfs




Time(hours)

Inflow(cfs)

Storage(cubic-feet)

Elevation(feet)

Outflow(cfs)

Discarded(cfs)

Primary(cfs)

0.00 0.00 0 13.50 0.00 0.00 0.000.50 0.00 0 13.50 0.00 0.00 0.001.00 0.00 0 13.50 0.00 0.00 0.001.50 0.00 0 13.50 0.00 0.00 0.002.00 0.00 0 13.50 0.00 0.00 0.002.50 0.00 0 13.50 0.00 0.00 0.003.00 0.00 0 13.50 0.00 0.00 0.003.50 0.00 0 13.50 0.00 0.00 0.004.00 0.01 0 13.50 0.01 0.01 0.004.50 0.01 0 13.50 0.01 0.01 0.005.00 0.01 0 13.50 0.01 0.01 0.005.50 0.01 1 13.50 0.01 0.01 0.006.00 0.01 1 13.50 0.01 0.01 0.006.50 0.01 1 13.51 0.01 0.01 0.007.00 0.02 1 13.51 0.02 0.02 0.007.50 0.02 1 13.51 0.02 0.02 0.008.00 0.02 1 13.51 0.02 0.02 0.008.50 0.02 1 13.51 0.02 0.02 0.009.00 0.03 2 13.51 0.03 0.03 0.009.50 0.03 2 13.51 0.03 0.03 0.00

10.00 0.04 2 13.52 0.04 0.04 0.0010.50 0.05 3 13.52 0.05 0.05 0.0011.00 0.08 4 13.53 0.07 0.07 0.0011.50 0.12 30 13.73 0.08 0.08 0.0012.00 0.53 288 14.68 0.08 0.08 0.0012.50 0.18 793 16.70 0.19 0.08 0.1113.00 0.10 780 16.59 0.11 0.08 0.0313.50 0.07 767 16.50 0.08 0.08 0.0014.00 0.06 731 16.27 0.08 0.08 0.0014.50 0.05 678 16.02 0.08 0.08 0.0015.00 0.04 611 15.76 0.08 0.08 0.0015.50 0.04 533 15.48 0.08 0.08 0.0016.00 0.03 449 15.20 0.08 0.08 0.0016.50 0.03 361 14.91 0.08 0.08 0.0017.00 0.03 268 14.62 0.08 0.08 0.0017.50 0.03 171 14.32 0.08 0.08 0.0018.00 0.02 69 14.01 0.08 0.08 0.0018.50 0.02 1 13.51 0.02 0.02 0.0019.00 0.02 1 13.51 0.02 0.02 0.0019.50 0.02 1 13.51 0.02 0.02 0.0020.00 0.02 1 13.51 0.02 0.02 0.0020.50 0.02 1 13.51 0.02 0.02 0.0021.00 0.02 1 13.51 0.02 0.02 0.0021.50 0.02 1 13.51 0.02 0.02 0.0022.00 0.02 1 13.51 0.02 0.02 0.0022.50 0.02 1 13.51 0.02 0.02 0.0023.00 0.02 1 13.51 0.02 0.02 0.0023.50 0.02 1 13.51 0.02 0.02 0.0024.00 0.02 1 13.51 0.02 0.02 0.00

874 East Sixth Building & Rear DrivewayNRCC 24-hr D Custom Rainfall=1.00"3793-874 east sixth-REV11-18-19











Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrsNRCC 24-hr D Custom Rainfall=1.00"








Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.026

0.024

0.022

0.02

0.018

0.016

0.014

0.012

0.01

0.008

0.006

0.004

0.002

0

NRCC 24-hr D

Custom Rainfall=1.00"



Runoff Depth>0.20"

Tc=6.0 min

CN=86

0.02 cfs




Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

0.00 0.00 0.00 0.000.25 0.00 0.00 0.000.50 0.01 0.00 0.000.75 0.01 0.00 0.001.00 0.01 0.00 0.001.25 0.02 0.00 0.001.50 0.02 0.00 0.001.75 0.03 0.00 0.002.00 0.03 0.00 0.002.25 0.03 0.00 0.002.50 0.04 0.00 0.002.75 0.04 0.00 0.003.00 0.05 0.00 0.003.25 0.05 0.00 0.003.50 0.06 0.00 0.003.75 0.06 0.00 0.004.00 0.06 0.00 0.004.25 0.07 0.00 0.004.50 0.07 0.00 0.004.75 0.08 0.00 0.005.00 0.08 0.00 0.005.25 0.09 0.00 0.005.50 0.09 0.00 0.005.75 0.10 0.00 0.006.00 0.10 0.00 0.006.25 0.11 0.00 0.006.50 0.11 0.00 0.006.75 0.12 0.00 0.007.00 0.13 0.00 0.007.25 0.13 0.00 0.007.50 0.14 0.00 0.007.75 0.15 0.00 0.008.00 0.15 0.00 0.008.25 0.16 0.00 0.008.50 0.17 0.00 0.008.75 0.18 0.00 0.009.00 0.18 0.00 0.009.25 0.19 0.00 0.009.50 0.20 0.00 0.009.75 0.21 0.00 0.00

10.00 0.22 0.00 0.0010.25 0.24 0.00 0.0010.50 0.25 0.00 0.0010.75 0.27 0.00 0.0011.00 0.28 0.00 0.0011.25 0.31 0.00 0.0011.50 0.33 0.00 0.0011.75 0.38 0.00 0.0012.00 0.48 0.01 0.0112.25 0.62 0.05 0.0112.50 0.66 0.06 0.01

Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

12.75 0.69 0.07 0.0013.00 0.72 0.08 0.0013.25 0.73 0.08 0.0013.50 0.75 0.09 0.0013.75 0.76 0.09 0.0014.00 0.78 0.10 0.0014.25 0.79 0.10 0.0014.50 0.80 0.11 0.0014.75 0.81 0.11 0.0015.00 0.82 0.11 0.0015.25 0.82 0.12 0.0015.50 0.83 0.12 0.0015.75 0.84 0.12 0.0016.00 0.85 0.13 0.0016.25 0.85 0.13 0.0016.50 0.86 0.13 0.0016.75 0.87 0.14 0.0017.00 0.87 0.14 0.0017.25 0.88 0.14 0.0017.50 0.89 0.14 0.0017.75 0.89 0.15 0.0018.00 0.90 0.15 0.0018.25 0.90 0.15 0.0018.50 0.91 0.15 0.0018.75 0.91 0.16 0.0019.00 0.92 0.16 0.0019.25 0.92 0.16 0.0019.50 0.93 0.16 0.0019.75 0.93 0.16 0.0020.00 0.94 0.17 0.0020.25 0.94 0.17 0.0020.50 0.94 0.17 0.0020.75 0.95 0.17 0.0021.00 0.95 0.17 0.0021.25 0.96 0.18 0.0021.50 0.96 0.18 0.0021.75 0.97 0.18 0.0022.00 0.97 0.18 0.0022.25 0.97 0.18 0.0022.50 0.98 0.19 0.0022.75 0.98 0.19 0.0023.00 0.99 0.19 0.0023.25 0.99 0.19 0.0023.50 0.99 0.19 0.0023.75 1.00 0.20 0.0024.00 1.00 0.20 0.00




Inflow Area = 0.137 ac, 79.10% Impervious, Inflow Depth > 0.20" for Custom eventInflow = 0.02 cfs @ 12.14 hrs, Volume= 0.002 afOutflow = 0.02 cfs @ 12.16 hrs, Volume= 0.002 af, Atten= 3%, Lag= 0.9 minDiscarded = 0.02 cfs @ 12.16 hrs, Volume= 0.002 afPrimary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af






















Base Length








10 Chambers

56.4 cy Field

36.2 cy Stone





Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.026

0.024

0.022

0.02

0.018

0.016

0.014

0.012

0.01

0.008

0.006

0.004

0.002

0


Peak Elev=13.51'

Storage=1 cf

0.02 cfs

0.02 cfs

0.02 cfs

0.00 cfs




Time(hours)

Inflow(cfs)

Storage(cubic-feet)

Elevation(feet)

Outflow(cfs)

Discarded(cfs)

Primary(cfs)

0.00 0.00 0 13.50 0.00 0.00 0.000.50 0.00 0 13.50 0.00 0.00 0.001.00 0.00 0 13.50 0.00 0.00 0.001.50 0.00 0 13.50 0.00 0.00 0.002.00 0.00 0 13.50 0.00 0.00 0.002.50 0.00 0 13.50 0.00 0.00 0.003.00 0.00 0 13.50 0.00 0.00 0.003.50 0.00 0 13.50 0.00 0.00 0.004.00 0.00 0 13.50 0.00 0.00 0.004.50 0.00 0 13.50 0.00 0.00 0.005.00 0.00 0 13.50 0.00 0.00 0.005.50 0.00 0 13.50 0.00 0.00 0.006.00 0.00 0 13.50 0.00 0.00 0.006.50 0.00 0 13.50 0.00 0.00 0.007.00 0.00 0 13.50 0.00 0.00 0.007.50 0.00 0 13.50 0.00 0.00 0.008.00 0.00 0 13.50 0.00 0.00 0.008.50 0.00 0 13.50 0.00 0.00 0.009.00 0.00 0 13.50 0.00 0.00 0.009.50 0.00 0 13.50 0.00 0.00 0.00

10.00 0.00 0 13.50 0.00 0.00 0.0010.50 0.00 0 13.50 0.00 0.00 0.0011.00 0.00 0 13.50 0.00 0.00 0.0011.50 0.00 0 13.50 0.00 0.00 0.0012.00 0.01 0 13.50 0.01 0.01 0.0012.50 0.01 0 13.50 0.01 0.01 0.0013.00 0.00 0 13.50 0.00 0.00 0.0013.50 0.00 0 13.50 0.00 0.00 0.0014.00 0.00 0 13.50 0.00 0.00 0.0014.50 0.00 0 13.50 0.00 0.00 0.0015.00 0.00 0 13.50 0.00 0.00 0.0015.50 0.00 0 13.50 0.00 0.00 0.0016.00 0.00 0 13.50 0.00 0.00 0.0016.50 0.00 0 13.50 0.00 0.00 0.0017.00 0.00 0 13.50 0.00 0.00 0.0017.50 0.00 0 13.50 0.00 0.00 0.0018.00 0.00 0 13.50 0.00 0.00 0.0018.50 0.00 0 13.50 0.00 0.00 0.0019.00 0.00 0 13.50 0.00 0.00 0.0019.50 0.00 0 13.50 0.00 0.00 0.0020.00 0.00 0 13.50 0.00 0.00 0.0020.50 0.00 0 13.50 0.00 0.00 0.0021.00 0.00 0 13.50 0.00 0.00 0.0021.50 0.00 0 13.50 0.00 0.00 0.0022.00 0.00 0 13.50 0.00 0.00 0.0022.50 0.00 0 13.50 0.00 0.00 0.0023.00 0.00 0 13.50 0.00 0.00 0.0023.50 0.00 0 13.50 0.00 0.00 0.0024.00 0.00 0 13.50 0.00 0.00 0.00

4S

874 E 6th Entry

Driveway

5P

1 CULTEC 330XLHD

Routing Diagram for 3793-874 east sixth-REV11-18-19Prepared by Civil Environmental Consultants LLC, Printed 5/22/2020HydroCAD® 10.00-25 s/n 09048 © 2019 HydroCAD Software Solutions LLC

Subcat Reach Pond Link

874 East Sixth Building entry Driveway



Project Notes

Rainfall events imported from "NRCS-Rain.txt" for 4035 MA Boston Suffolk County




Area Listing (selected nodes)

Area

(acres)

CN Description

(subcatchment-numbers)

0.009 98 Paved parking, HSG A (4S)

0.009 98 TOTAL AREA




Soil Listing (selected nodes)

Area

(acres)

Soil

Group

Subcatchment

Numbers

0.009 HSG A 4S

0.000 HSG B

0.000 HSG C

0.000 HSG D

0.000 Other

0.009 TOTAL AREA




Ground Covers (selected nodes)

HSG-A

(acres)

HSG-B

(acres)

HSG-C

(acres)

HSG-D

(acres)

Other

(acres)

Total

(acres)

Ground

Cover

Subcatchment

Numbers

0.009 0.000 0.000 0.000 0.000 0.009 Paved parking 4S

0.009 0.000 0.000 0.000 0.000 0.009 TOTAL AREA

874 East Sixth Building entry DrivewayNRCC 24-hr D 2-Year Rainfall=3.26"3793-874 east sixth-REV11-18-19




Runoff Area=380 sf 100.00% Impervious Runoff Depth>3.02"Subcatchment 4S: 874 E 6th Entry Driveway Tc=6.0 min CN=98 Runoff=0.02 cfs 0.002 af

Peak Elev=13.80' Storage=6 cf Inflow=0.02 cfs 0.002 afPond 5P: 1 CULTEC 330XLHD Outflow=0.01 cfs 0.002 af




Summary for Subcatchment 4S: 874 E 6th Entry Driveway




380 98 Paved parking, HSG A

380 100.00% Impervious Area



Subcatchment 4S: 874 E 6th Entry Driveway

Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.026

0.024

0.022

0.02

0.018

0.016

0.014

0.012

0.01

0.008

0.006

0.004

0.002

0

NRCC 24-hr D


Runoff Area=380 sf


Runoff Depth>3.02"

Tc=6.0 min

CN=98

0.02 cfs



Hydrograph for Subcatchment 4S: 874 E 6th Entry Driveway

Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

0.00 0.00 0.00 0.000.25 0.01 0.00 0.000.50 0.02 0.00 0.000.75 0.04 0.00 0.001.00 0.05 0.00 0.001.25 0.06 0.00 0.001.50 0.07 0.00 0.001.75 0.09 0.01 0.002.00 0.10 0.01 0.002.25 0.11 0.02 0.002.50 0.12 0.02 0.002.75 0.14 0.03 0.003.00 0.15 0.04 0.003.25 0.17 0.05 0.003.50 0.18 0.06 0.003.75 0.20 0.07 0.004.00 0.21 0.08 0.004.25 0.23 0.09 0.004.50 0.24 0.10 0.004.75 0.26 0.11 0.005.00 0.27 0.12 0.005.25 0.29 0.13 0.005.50 0.30 0.15 0.005.75 0.32 0.16 0.006.00 0.34 0.17 0.006.25 0.35 0.19 0.006.50 0.37 0.20 0.006.75 0.39 0.22 0.007.00 0.41 0.24 0.007.25 0.43 0.26 0.007.50 0.45 0.27 0.007.75 0.47 0.29 0.008.00 0.50 0.32 0.008.25 0.52 0.34 0.008.50 0.55 0.36 0.008.75 0.57 0.38 0.009.00 0.60 0.41 0.009.25 0.63 0.44 0.009.50 0.66 0.46 0.009.75 0.69 0.50 0.00

10.00 0.73 0.53 0.0010.25 0.77 0.57 0.0010.50 0.81 0.61 0.0010.75 0.87 0.66 0.0011.00 0.93 0.72 0.0011.25 1.00 0.79 0.0011.50 1.09 0.88 0.0011.75 1.23 1.02 0.0012.00 1.56 1.34 0.0112.25 2.03 1.80 0.0112.50 2.17 1.94 0.00

Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

12.75 2.26 2.03 0.0013.00 2.33 2.11 0.0013.25 2.39 2.17 0.0013.50 2.45 2.22 0.0013.75 2.49 2.26 0.0014.00 2.53 2.30 0.0014.25 2.57 2.34 0.0014.50 2.60 2.37 0.0014.75 2.63 2.40 0.0015.00 2.66 2.43 0.0015.25 2.69 2.46 0.0015.50 2.71 2.48 0.0015.75 2.74 2.51 0.0016.00 2.76 2.53 0.0016.25 2.79 2.56 0.0016.50 2.81 2.58 0.0016.75 2.83 2.60 0.0017.00 2.85 2.62 0.0017.25 2.87 2.64 0.0017.50 2.89 2.66 0.0017.75 2.91 2.68 0.0018.00 2.92 2.69 0.0018.25 2.94 2.71 0.0018.50 2.96 2.73 0.0018.75 2.97 2.74 0.0019.00 2.99 2.76 0.0019.25 3.00 2.77 0.0019.50 3.02 2.79 0.0019.75 3.03 2.80 0.0020.00 3.05 2.82 0.0020.25 3.06 2.83 0.0020.50 3.08 2.85 0.0020.75 3.09 2.86 0.0021.00 3.11 2.88 0.0021.25 3.12 2.89 0.0021.50 3.14 2.90 0.0021.75 3.15 2.92 0.0022.00 3.16 2.93 0.0022.25 3.17 2.94 0.0022.50 3.19 2.96 0.0022.75 3.20 2.97 0.0023.00 3.21 2.98 0.0023.25 3.22 2.99 0.0023.50 3.24 3.00 0.0023.75 3.25 3.02 0.0024.00 3.26 3.03 0.00




Inflow Area = 0.009 ac,100.00% Impervious, Inflow Depth > 3.02" for 2-Year eventInflow = 0.02 cfs @ 12.13 hrs, Volume= 0.002 afOutflow = 0.01 cfs @ 12.05 hrs, Volume= 0.002 af, Atten= 48%, Lag= 0.0 minDiscarded = 0.01 cfs @ 12.05 hrs, Volume= 0.002 af




#1A 13.50' 52 cf 6.33'W x 10.50'L x 3.54'H Field A236 cf Overall - 63 cf Embedded = 172 cf x 30.0% Voids

#2A 14.00' 63 cf Cultec R-330XLHD Inside #1Effective Size= 47.8"W x 30.0"H => 7.45 sf x 7.00'L = 52.2 cfOverall Size= 52.0"W x 30.5"H x 8.50'L with 1.50' OverlapRow Length Adjustment= +1.50' x 7.45 sf x 1 rows




#1 Discarded 13.50' 8.270 in/hr Exfiltration over Surface area










Base Length

1 Rows x 52.0" Wide + 12.0" Side Stone x 2 = 6.33' Base Width



235.5 cf Field - 63.3 cf Chambers = 172.2 cf Stone x 30.0% Voids = 51.7 cf Stone Storage




1 Chambers

8.7 cy Field

6.4 cy Stone




InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.026

0.024

0.022

0.02

0.018

0.016

0.014

0.012

0.01

0.008

0.006

0.004

0.002

0


Peak Elev=13.80'

Storage=6 cf

0.02 cfs

0.01 cfs




Time(hours)

Inflow(cfs)

Storage(cubic-feet)

Elevation(feet)

Discarded(cfs)

0.00 0.00 0 13.50 0.000.50 0.00 0 13.50 0.001.00 0.00 0 13.50 0.001.50 0.00 0 13.50 0.002.00 0.00 0 13.50 0.002.50 0.00 0 13.50 0.003.00 0.00 0 13.50 0.003.50 0.00 0 13.50 0.004.00 0.00 0 13.50 0.004.50 0.00 0 13.50 0.005.00 0.00 0 13.50 0.005.50 0.00 0 13.50 0.006.00 0.00 0 13.50 0.006.50 0.00 0 13.50 0.007.00 0.00 0 13.50 0.007.50 0.00 0 13.50 0.008.00 0.00 0 13.50 0.008.50 0.00 0 13.50 0.009.00 0.00 0 13.50 0.009.50 0.00 0 13.50 0.00

10.00 0.00 0 13.50 0.0010.50 0.00 0 13.50 0.0011.00 0.00 0 13.51 0.0011.50 0.00 0 13.51 0.0012.00 0.01 1 13.53 0.0112.50 0.00 1 13.53 0.0113.00 0.00 0 13.51 0.0013.50 0.00 0 13.50 0.0014.00 0.00 0 13.50 0.0014.50 0.00 0 13.50 0.0015.00 0.00 0 13.50 0.0015.50 0.00 0 13.50 0.0016.00 0.00 0 13.50 0.0016.50 0.00 0 13.50 0.0017.00 0.00 0 13.50 0.0017.50 0.00 0 13.50 0.0018.00 0.00 0 13.50 0.0018.50 0.00 0 13.50 0.0019.00 0.00 0 13.50 0.0019.50 0.00 0 13.50 0.0020.00 0.00 0 13.50 0.0020.50 0.00 0 13.50 0.0021.00 0.00 0 13.50 0.0021.50 0.00 0 13.50 0.0022.00 0.00 0 13.50 0.0022.50 0.00 0 13.50 0.0023.00 0.00 0 13.50 0.0023.50 0.00 0 13.50 0.0024.00 0.00 0 13.50 0.00



















Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.04

0.038

0.036

0.034

0.032

0.03

0.028

0.026

0.024

0.022

0.02

0.018

0.016

0.014

0.012

0.01

0.008

0.006

0.004

0.002

0

NRCC 24-hr D


Runoff Area=380 sf


Runoff Depth>4.66"

Tc=6.0 min

CN=98

0.04 cfs




Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

0.00 0.00 0.00 0.000.25 0.02 0.00 0.000.50 0.04 0.00 0.000.75 0.05 0.00 0.001.00 0.07 0.00 0.001.25 0.09 0.01 0.001.50 0.11 0.02 0.001.75 0.13 0.03 0.002.00 0.15 0.04 0.002.25 0.17 0.05 0.002.50 0.19 0.06 0.002.75 0.21 0.08 0.003.00 0.23 0.09 0.003.25 0.25 0.11 0.003.50 0.27 0.12 0.003.75 0.29 0.14 0.004.00 0.32 0.16 0.004.25 0.34 0.18 0.004.50 0.36 0.20 0.004.75 0.38 0.22 0.005.00 0.41 0.24 0.005.25 0.43 0.26 0.005.50 0.46 0.28 0.005.75 0.48 0.30 0.006.00 0.50 0.32 0.006.25 0.53 0.35 0.006.50 0.56 0.37 0.006.75 0.59 0.40 0.007.00 0.62 0.42 0.007.25 0.65 0.45 0.007.50 0.68 0.48 0.007.75 0.71 0.51 0.008.00 0.75 0.55 0.008.25 0.78 0.58 0.008.50 0.82 0.62 0.008.75 0.86 0.66 0.009.00 0.90 0.69 0.009.25 0.94 0.74 0.009.50 0.99 0.78 0.009.75 1.04 0.83 0.00

10.00 1.10 0.89 0.0010.25 1.16 0.95 0.0010.50 1.22 1.01 0.0010.75 1.30 1.08 0.0011.00 1.39 1.17 0.0011.25 1.51 1.29 0.0011.50 1.64 1.42 0.0011.75 1.85 1.63 0.0112.00 2.35 2.12 0.0212.25 3.05 2.82 0.0212.50 3.26 3.03 0.01

Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

12.75 3.39 3.16 0.0013.00 3.51 3.27 0.0013.25 3.60 3.37 0.0013.50 3.68 3.44 0.0013.75 3.74 3.51 0.0014.00 3.80 3.57 0.0014.25 3.86 3.62 0.0014.50 3.91 3.67 0.0014.75 3.96 3.72 0.0015.00 4.00 3.77 0.0015.25 4.04 3.81 0.0015.50 4.08 3.84 0.0015.75 4.12 3.88 0.0016.00 4.15 3.92 0.0016.25 4.19 3.95 0.0016.50 4.22 3.99 0.0016.75 4.25 4.02 0.0017.00 4.28 4.05 0.0017.25 4.31 4.08 0.0017.50 4.34 4.11 0.0017.75 4.37 4.13 0.0018.00 4.40 4.16 0.0018.25 4.42 4.18 0.0018.50 4.44 4.21 0.0018.75 4.47 4.23 0.0019.00 4.49 4.26 0.0019.25 4.52 4.28 0.0019.50 4.54 4.30 0.0019.75 4.56 4.33 0.0020.00 4.58 4.35 0.0020.25 4.61 4.37 0.0020.50 4.63 4.39 0.0020.75 4.65 4.41 0.0021.00 4.67 4.43 0.0021.25 4.69 4.46 0.0021.50 4.71 4.48 0.0021.75 4.73 4.50 0.0022.00 4.75 4.52 0.0022.25 4.77 4.54 0.0022.50 4.79 4.55 0.0022.75 4.81 4.57 0.0023.00 4.83 4.59 0.0023.25 4.85 4.61 0.0023.50 4.86 4.63 0.0023.75 4.88 4.65 0.0024.00 4.90 4.66 0.00






Plug-Flow detention time= (not calculated: outflow precedes inflow)Center-of-Mass det. time= 4.2 min ( 754.4 - 750.2 )

















Base Length








1 Chambers

8.7 cy Field

6.4 cy Stone




InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.04

0.038

0.036

0.034

0.032

0.03

0.028

0.026

0.024

0.022

0.02

0.018

0.016

0.014

0.012

0.01

0.008

0.006

0.004

0.002

0


Peak Elev=14.14'

Storage=16 cf

0.04 cfs

0.01 cfs




Time(hours)

Inflow(cfs)

Storage(cubic-feet)

Elevation(feet)

Discarded(cfs)

0.00 0.00 0 13.50 0.000.50 0.00 0 13.50 0.001.00 0.00 0 13.50 0.001.50 0.00 0 13.50 0.002.00 0.00 0 13.50 0.002.50 0.00 0 13.50 0.003.00 0.00 0 13.50 0.003.50 0.00 0 13.50 0.004.00 0.00 0 13.50 0.004.50 0.00 0 13.50 0.005.00 0.00 0 13.50 0.005.50 0.00 0 13.50 0.006.00 0.00 0 13.50 0.006.50 0.00 0 13.50 0.007.00 0.00 0 13.50 0.007.50 0.00 0 13.50 0.008.00 0.00 0 13.50 0.008.50 0.00 0 13.50 0.009.00 0.00 0 13.50 0.009.50 0.00 0 13.50 0.00

10.00 0.00 0 13.51 0.0010.50 0.00 0 13.51 0.0011.00 0.00 0 13.51 0.0011.50 0.00 0 13.51 0.0012.00 0.02 2 13.59 0.0112.50 0.01 13 14.07 0.0113.00 0.00 0 13.51 0.0013.50 0.00 0 13.51 0.0014.00 0.00 0 13.51 0.0014.50 0.00 0 13.51 0.0015.00 0.00 0 13.50 0.0015.50 0.00 0 13.50 0.0016.00 0.00 0 13.50 0.0016.50 0.00 0 13.50 0.0017.00 0.00 0 13.50 0.0017.50 0.00 0 13.50 0.0018.00 0.00 0 13.50 0.0018.50 0.00 0 13.50 0.0019.00 0.00 0 13.50 0.0019.50 0.00 0 13.50 0.0020.00 0.00 0 13.50 0.0020.50 0.00 0 13.50 0.0021.00 0.00 0 13.50 0.0021.50 0.00 0 13.50 0.0022.00 0.00 0 13.50 0.0022.50 0.00 0 13.50 0.0023.00 0.00 0 13.50 0.0023.50 0.00 0 13.50 0.0024.00 0.00 0 13.50 0.00



















Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.05

0.045

0.04

0.035

0.03

0.025

0.02

0.015

0.01

0.005

0

NRCC 24-hr D


Runoff Area=380 sf


Runoff Depth>5.95"

Tc=6.0 min

CN=98

0.05 cfs




Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

0.00 0.00 0.00 0.000.25 0.02 0.00 0.000.50 0.04 0.00 0.000.75 0.07 0.00 0.001.00 0.09 0.01 0.001.25 0.11 0.02 0.001.50 0.14 0.03 0.001.75 0.16 0.05 0.002.00 0.19 0.06 0.002.25 0.21 0.08 0.002.50 0.24 0.10 0.002.75 0.26 0.12 0.003.00 0.29 0.14 0.003.25 0.32 0.16 0.003.50 0.34 0.18 0.003.75 0.37 0.20 0.004.00 0.40 0.23 0.004.25 0.43 0.25 0.004.50 0.46 0.28 0.004.75 0.49 0.30 0.005.00 0.51 0.33 0.005.25 0.54 0.36 0.005.50 0.58 0.39 0.005.75 0.61 0.42 0.006.00 0.64 0.44 0.006.25 0.67 0.48 0.006.50 0.70 0.51 0.006.75 0.74 0.54 0.007.00 0.78 0.58 0.007.25 0.82 0.61 0.007.50 0.86 0.65 0.007.75 0.90 0.69 0.008.00 0.94 0.74 0.008.25 0.99 0.78 0.008.50 1.04 0.83 0.008.75 1.09 0.87 0.009.00 1.14 0.92 0.009.25 1.19 0.98 0.009.50 1.25 1.04 0.009.75 1.32 1.10 0.00

10.00 1.39 1.17 0.0010.25 1.46 1.25 0.0010.50 1.55 1.33 0.0010.75 1.64 1.42 0.0011.00 1.76 1.54 0.0011.25 1.90 1.68 0.0111.50 2.07 1.85 0.0111.75 2.34 2.11 0.0112.00 2.97 2.73 0.0312.25 3.85 3.62 0.0212.50 4.12 3.88 0.01

Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

12.75 4.29 4.05 0.0113.00 4.43 4.20 0.0013.25 4.55 4.31 0.0013.50 4.64 4.41 0.0013.75 4.73 4.49 0.0014.00 4.80 4.57 0.0014.25 4.87 4.64 0.0014.50 4.94 4.70 0.0014.75 5.00 4.76 0.0015.00 5.05 4.82 0.0015.25 5.10 4.87 0.0015.50 5.15 4.92 0.0015.75 5.20 4.96 0.0016.00 5.25 5.01 0.0016.25 5.29 5.05 0.0016.50 5.33 5.10 0.0016.75 5.37 5.14 0.0017.00 5.41 5.18 0.0017.25 5.45 5.21 0.0017.50 5.49 5.25 0.0017.75 5.52 5.28 0.0018.00 5.55 5.31 0.0018.25 5.58 5.35 0.0018.50 5.61 5.38 0.0018.75 5.65 5.41 0.0019.00 5.68 5.44 0.0019.25 5.70 5.47 0.0019.50 5.73 5.50 0.0019.75 5.76 5.52 0.0020.00 5.79 5.55 0.0020.25 5.82 5.58 0.0020.50 5.85 5.61 0.0020.75 5.87 5.64 0.0021.00 5.90 5.66 0.0021.25 5.93 5.69 0.0021.50 5.95 5.71 0.0021.75 5.98 5.74 0.0022.00 6.00 5.77 0.0022.25 6.03 5.79 0.0022.50 6.05 5.81 0.0022.75 6.08 5.84 0.0023.00 6.10 5.86 0.0023.25 6.12 5.88 0.0023.50 6.15 5.91 0.0023.75 6.17 5.93 0.0024.00 6.19 5.95 0.00























Base Length








1 Chambers

8.7 cy Field

6.4 cy Stone




InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.05

0.045

0.04

0.035

0.03

0.025

0.02

0.015

0.01

0.005

0


Peak Elev=14.35'

Storage=25 cf

0.05 cfs

0.01 cfs




Time(hours)

Inflow(cfs)

Storage(cubic-feet)

Elevation(feet)

Discarded(cfs)

0.00 0.00 0 13.50 0.000.50 0.00 0 13.50 0.001.00 0.00 0 13.50 0.001.50 0.00 0 13.50 0.002.00 0.00 0 13.50 0.002.50 0.00 0 13.50 0.003.00 0.00 0 13.50 0.003.50 0.00 0 13.50 0.004.00 0.00 0 13.50 0.004.50 0.00 0 13.50 0.005.00 0.00 0 13.50 0.005.50 0.00 0 13.50 0.006.00 0.00 0 13.50 0.006.50 0.00 0 13.50 0.007.00 0.00 0 13.50 0.007.50 0.00 0 13.50 0.008.00 0.00 0 13.50 0.008.50 0.00 0 13.50 0.009.00 0.00 0 13.50 0.009.50 0.00 0 13.51 0.00

10.00 0.00 0 13.51 0.0010.50 0.00 0 13.51 0.0011.00 0.00 0 13.51 0.0011.50 0.01 0 13.52 0.0112.00 0.03 4 13.68 0.0112.50 0.01 24 14.32 0.0113.00 0.00 12 14.05 0.0113.50 0.00 0 13.51 0.0014.00 0.00 0 13.51 0.0014.50 0.00 0 13.51 0.0015.00 0.00 0 13.51 0.0015.50 0.00 0 13.50 0.0016.00 0.00 0 13.50 0.0016.50 0.00 0 13.50 0.0017.00 0.00 0 13.50 0.0017.50 0.00 0 13.50 0.0018.00 0.00 0 13.50 0.0018.50 0.00 0 13.50 0.0019.00 0.00 0 13.50 0.0019.50 0.00 0 13.50 0.0020.00 0.00 0 13.50 0.0020.50 0.00 0 13.50 0.0021.00 0.00 0 13.50 0.0021.50 0.00 0 13.50 0.0022.00 0.00 0 13.50 0.0022.50 0.00 0 13.50 0.0023.00 0.00 0 13.50 0.0023.50 0.00 0 13.50 0.0024.00 0.00 0 13.50 0.00



















Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.075

0.07

0.065

0.06

0.055

0.05

0.045

0.04

0.035

0.03

0.025

0.02

0.015

0.01

0.005

0

NRCC 24-hr D


Runoff Area=380 sf


Runoff Depth>8.58"

Tc=6.0 min

CN=98

0.07 cfs




Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

0.00 0.00 0.00 0.000.25 0.03 0.00 0.000.50 0.06 0.00 0.000.75 0.10 0.01 0.001.00 0.13 0.03 0.001.25 0.16 0.05 0.001.50 0.20 0.07 0.001.75 0.23 0.09 0.002.00 0.27 0.12 0.002.25 0.30 0.15 0.002.50 0.34 0.18 0.002.75 0.38 0.21 0.003.00 0.41 0.24 0.003.25 0.45 0.27 0.003.50 0.49 0.31 0.003.75 0.53 0.34 0.004.00 0.57 0.38 0.004.25 0.61 0.42 0.004.50 0.65 0.46 0.004.75 0.69 0.50 0.005.00 0.73 0.54 0.005.25 0.78 0.58 0.005.50 0.82 0.62 0.005.75 0.86 0.66 0.006.00 0.91 0.70 0.006.25 0.96 0.75 0.006.50 1.00 0.80 0.006.75 1.06 0.85 0.007.00 1.11 0.90 0.007.25 1.16 0.95 0.007.50 1.22 1.01 0.007.75 1.28 1.07 0.008.00 1.35 1.13 0.008.25 1.41 1.19 0.008.50 1.48 1.26 0.008.75 1.55 1.33 0.009.00 1.62 1.40 0.009.25 1.70 1.48 0.009.50 1.78 1.56 0.009.75 1.88 1.65 0.00

10.00 1.98 1.75 0.0010.25 2.09 1.86 0.0010.50 2.21 1.98 0.0010.75 2.34 2.12 0.0011.00 2.51 2.28 0.0111.25 2.71 2.48 0.0111.50 2.96 2.73 0.0111.75 3.34 3.10 0.0112.00 4.23 3.99 0.0412.25 5.49 5.26 0.0312.50 5.87 5.63 0.01

Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

12.75 6.12 5.88 0.0113.00 6.32 6.08 0.0113.25 6.49 6.25 0.0113.50 6.62 6.39 0.0013.75 6.74 6.50 0.0014.00 6.85 6.61 0.0014.25 6.95 6.71 0.0014.50 7.05 6.81 0.0014.75 7.13 6.89 0.0015.00 7.21 6.97 0.0015.25 7.28 7.04 0.0015.50 7.35 7.11 0.0015.75 7.42 7.18 0.0016.00 7.48 7.24 0.0016.25 7.55 7.31 0.0016.50 7.61 7.37 0.0016.75 7.67 7.43 0.0017.00 7.72 7.48 0.0017.25 7.77 7.53 0.0017.50 7.83 7.59 0.0017.75 7.87 7.63 0.0018.00 7.92 7.68 0.0018.25 7.97 7.73 0.0018.50 8.01 7.77 0.0018.75 8.05 7.81 0.0019.00 8.10 7.86 0.0019.25 8.14 7.90 0.0019.50 8.18 7.94 0.0019.75 8.22 7.98 0.0020.00 8.26 8.02 0.0020.25 8.30 8.06 0.0020.50 8.34 8.10 0.0020.75 8.38 8.14 0.0021.00 8.42 8.18 0.0021.25 8.45 8.21 0.0021.50 8.49 8.25 0.0021.75 8.53 8.29 0.0022.00 8.56 8.32 0.0022.25 8.60 8.36 0.0022.50 8.63 8.39 0.0022.75 8.67 8.43 0.0023.00 8.70 8.46 0.0023.25 8.73 8.49 0.0023.50 8.77 8.53 0.0023.75 8.80 8.56 0.0024.00 8.83 8.59 0.00























Base Length








1 Chambers

8.7 cy Field

6.4 cy Stone




InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.075

0.07

0.065

0.06

0.055

0.05

0.045

0.04

0.035

0.03

0.025

0.02

0.015

0.01

0.005

0


Peak Elev=14.88'

Storage=47 cf

0.07 cfs

0.01 cfs




Time(hours)

Inflow(cfs)

Storage(cubic-feet)

Elevation(feet)

Discarded(cfs)

0.00 0.00 0 13.50 0.000.50 0.00 0 13.50 0.001.00 0.00 0 13.50 0.001.50 0.00 0 13.50 0.002.00 0.00 0 13.50 0.002.50 0.00 0 13.50 0.003.00 0.00 0 13.50 0.003.50 0.00 0 13.50 0.004.00 0.00 0 13.50 0.004.50 0.00 0 13.50 0.005.00 0.00 0 13.50 0.005.50 0.00 0 13.50 0.006.00 0.00 0 13.50 0.006.50 0.00 0 13.50 0.007.00 0.00 0 13.51 0.007.50 0.00 0 13.51 0.008.00 0.00 0 13.51 0.008.50 0.00 0 13.51 0.009.00 0.00 0 13.51 0.009.50 0.00 0 13.51 0.00

10.00 0.00 0 13.51 0.0010.50 0.00 0 13.51 0.0011.00 0.01 0 13.52 0.0111.50 0.01 0 13.52 0.0112.00 0.04 9 13.94 0.0112.50 0.01 47 14.88 0.0113.00 0.01 41 14.71 0.0113.50 0.00 28 14.41 0.0114.00 0.00 12 14.06 0.0114.50 0.00 0 13.51 0.0015.00 0.00 0 13.51 0.0015.50 0.00 0 13.51 0.0016.00 0.00 0 13.51 0.0016.50 0.00 0 13.51 0.0017.00 0.00 0 13.51 0.0017.50 0.00 0 13.50 0.0018.00 0.00 0 13.50 0.0018.50 0.00 0 13.50 0.0019.00 0.00 0 13.50 0.0019.50 0.00 0 13.50 0.0020.00 0.00 0 13.50 0.0020.50 0.00 0 13.50 0.0021.00 0.00 0 13.50 0.0021.50 0.00 0 13.50 0.0022.00 0.00 0 13.50 0.0022.50 0.00 0 13.50 0.0023.00 0.00 0 13.50 0.0023.50 0.00 0 13.50 0.0024.00 0.00 0 13.50 0.00

874 East Sixth Building entry DrivewayNRCC 24-hr D Custom Rainfall=1.00"3793-874 east sixth-REV11-18-19











Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrsNRCC 24-hr D Custom Rainfall=1.00"







Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.007

0.007

0.006

0.006

0.005

0.005

0.004

0.004

0.003

0.003

0.002

0.002

0.001

0.001

0.000

0

NRCC 24-hr D

Custom Rainfall=1.00"

Runoff Area=380 sf


Runoff Depth>0.79"

Tc=6.0 min

CN=98

0.01 cfs




Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

0.00 0.00 0.00 0.000.25 0.00 0.00 0.000.50 0.01 0.00 0.000.75 0.01 0.00 0.001.00 0.01 0.00 0.001.25 0.02 0.00 0.001.50 0.02 0.00 0.001.75 0.03 0.00 0.002.00 0.03 0.00 0.002.25 0.03 0.00 0.002.50 0.04 0.00 0.002.75 0.04 0.00 0.003.00 0.05 0.00 0.003.25 0.05 0.00 0.003.50 0.06 0.00 0.003.75 0.06 0.00 0.004.00 0.06 0.00 0.004.25 0.07 0.00 0.004.50 0.07 0.00 0.004.75 0.08 0.01 0.005.00 0.08 0.01 0.005.25 0.09 0.01 0.005.50 0.09 0.01 0.005.75 0.10 0.01 0.006.00 0.10 0.01 0.006.25 0.11 0.02 0.006.50 0.11 0.02 0.006.75 0.12 0.02 0.007.00 0.13 0.02 0.007.25 0.13 0.03 0.007.50 0.14 0.03 0.007.75 0.15 0.04 0.008.00 0.15 0.04 0.008.25 0.16 0.04 0.008.50 0.17 0.05 0.008.75 0.18 0.05 0.009.00 0.18 0.06 0.009.25 0.19 0.06 0.009.50 0.20 0.07 0.009.75 0.21 0.08 0.00

10.00 0.22 0.09 0.0010.25 0.24 0.10 0.0010.50 0.25 0.11 0.0010.75 0.27 0.12 0.0011.00 0.28 0.13 0.0011.25 0.31 0.15 0.0011.50 0.33 0.17 0.0011.75 0.38 0.21 0.0012.00 0.48 0.30 0.0012.25 0.62 0.43 0.0012.50 0.66 0.47 0.00

Time(hours)

Precip.(inches)

Excess(inches)

Runoff(cfs)

12.75 0.69 0.50 0.0013.00 0.72 0.52 0.0013.25 0.73 0.54 0.0013.50 0.75 0.55 0.0013.75 0.76 0.56 0.0014.00 0.78 0.58 0.0014.25 0.79 0.59 0.0014.50 0.80 0.60 0.0014.75 0.81 0.61 0.0015.00 0.82 0.61 0.0015.25 0.82 0.62 0.0015.50 0.83 0.63 0.0015.75 0.84 0.64 0.0016.00 0.85 0.64 0.0016.25 0.85 0.65 0.0016.50 0.86 0.66 0.0016.75 0.87 0.66 0.0017.00 0.87 0.67 0.0017.25 0.88 0.68 0.0017.50 0.89 0.68 0.0017.75 0.89 0.69 0.0018.00 0.90 0.69 0.0018.25 0.90 0.70 0.0018.50 0.91 0.70 0.0018.75 0.91 0.71 0.0019.00 0.92 0.71 0.0019.25 0.92 0.72 0.0019.50 0.93 0.72 0.0019.75 0.93 0.72 0.0020.00 0.94 0.73 0.0020.25 0.94 0.73 0.0020.50 0.94 0.74 0.0020.75 0.95 0.74 0.0021.00 0.95 0.75 0.0021.25 0.96 0.75 0.0021.50 0.96 0.75 0.0021.75 0.97 0.76 0.0022.00 0.97 0.76 0.0022.25 0.97 0.77 0.0022.50 0.98 0.77 0.0022.75 0.98 0.77 0.0023.00 0.99 0.78 0.0023.25 0.99 0.78 0.0023.50 0.99 0.78 0.0023.75 1.00 0.79 0.0024.00 1.00 0.79 0.00




Inflow Area = 0.009 ac,100.00% Impervious, Inflow Depth > 0.79" for Custom eventInflow = 0.01 cfs @ 12.13 hrs, Volume= 0.001 afOutflow = 0.01 cfs @ 12.14 hrs, Volume= 0.001 af, Atten= 2%, Lag= 0.9 minDiscarded = 0.01 cfs @ 12.14 hrs, Volume= 0.001 af



















Base Length








1 Chambers

8.7 cy Field

6.4 cy Stone




InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w

(cfs

)

0.007

0.007

0.006

0.006

0.005

0.005

0.004

0.004

0.003

0.003

0.002

0.002

0.001

0.001

0.000

0


Peak Elev=13.52'

Storage=0 cf

0.01 cfs

0.01 cfs




Time(hours)

Inflow(cfs)

Storage(cubic-feet)

Elevation(feet)

Discarded(cfs)

0.00 0.00 0 13.50 0.000.50 0.00 0 13.50 0.001.00 0.00 0 13.50 0.001.50 0.00 0 13.50 0.002.00 0.00 0 13.50 0.002.50 0.00 0 13.50 0.003.00 0.00 0 13.50 0.003.50 0.00 0 13.50 0.004.00 0.00 0 13.50 0.004.50 0.00 0 13.50 0.005.00 0.00 0 13.50 0.005.50 0.00 0 13.50 0.006.00 0.00 0 13.50 0.006.50 0.00 0 13.50 0.007.00 0.00 0 13.50 0.007.50 0.00 0 13.50 0.008.00 0.00 0 13.50 0.008.50 0.00 0 13.50 0.009.00 0.00 0 13.50 0.009.50 0.00 0 13.50 0.00

10.00 0.00 0 13.50 0.0010.50 0.00 0 13.50 0.0011.00 0.00 0 13.50 0.0011.50 0.00 0 13.50 0.0012.00 0.00 0 13.51 0.0012.50 0.00 0 13.50 0.0013.00 0.00 0 13.50 0.0013.50 0.00 0 13.50 0.0014.00 0.00 0 13.50 0.0014.50 0.00 0 13.50 0.0015.00 0.00 0 13.50 0.0015.50 0.00 0 13.50 0.0016.00 0.00 0 13.50 0.0016.50 0.00 0 13.50 0.0017.00 0.00 0 13.50 0.0017.50 0.00 0 13.50 0.0018.00 0.00 0 13.50 0.0018.50 0.00 0 13.50 0.0019.00 0.00 0 13.50 0.0019.50 0.00 0 13.50 0.0020.00 0.00 0 13.50 0.0020.50 0.00 0 13.50 0.0021.00 0.00 0 13.50 0.0021.50 0.00 0 13.50 0.0022.00 0.00 0 13.50 0.0022.50 0.00 0 13.50 0.0023.00 0.00 0 13.50 0.0023.50 0.00 0 13.50 0.0024.00 0.00 0 13.50 0.00

LIST of DRAWINGSCOVER SHEET

A4.2

A0.2

EXISTING CONDITIONS

A1.1 GROUND FLOOR & 1st FLOOR PLANA1.2

ARCHITECTURAL

SURVEY/CIVIL

FRONT ELEVATION

A4.3LEFT SIDE ELEVATION

A4.1

BUILDING SECTION A

PLOT PLANC1.0C1.1

STRUCTURAL

FIRE PROTECTION

REAR ELEVATIONA4.4

2nd & 3rd FLOOR PLANS, ROOF PLAN

STAIRWAY #1A5.1

WALL SECTIONSA6.1

A0.4FLOOR & CEILING ASSEMBLIESDOORS & WINDOWS

A0.1 ABBREVIATIONS, SYMBOLS, NOTES

A0.3

DETAILSA7.1

EXTERIOR WALLS & PARTITIONS

S0.1S0.2S0.3S0.4

S1.1S1.2

GENERAL NOTESTYPICAL CONCRETE DETAILS

FOUNDATION / GROUND FLOOR PLANFIRST FLOOR & SECOND FRAMING PLANTHIRD FLOOR & ROOF FRAMING

BPDA DESIGN REVIEW APPROVAL DWGS

BWSC SITE PLAN NO. 0000015461

S1.3

FIRE ALARM NOTE:FIRE ALARM PLANS BY OWNER

HVACH-1 HVAC PKG GARAGE, 1st & 2nd FLOOR PLANSH-2

P-1P-2P-3

F-11st & 2nd LEVEL FIRE PROTECTION PLANS

A3.1

RETAINING WALLES1-2

RIGHT SIDE ELEVATION

WOOD FRAMING DETAILS WOOD FRAMING DETAILS

DETAILSA7.2

H-3 HVAC NOTES, DETAILS & SCHEDULESHVAC 3rd FLOOR & ROOF PLANS

H-4 HVAC SCHEDULES & DETAILSH-5 HVAC DETAILS

PLUMBING

ELECTRICAL

P-4

PLUMBING PKG GARAGE, 1st & 2nd FLOOR PLANS

PLUMBING NOTES & SCHEDULESPLUMBING 3rd FLOOR & ROOF PLANS

PLUMBING NOTESPLUMBING DETAILSP-5

P-6 PLUMBING RISERS

E1.1 BASEMENT, 1st & 2nd FLOOR POWER PLANS3rd FLOOR & ROOF POWER PLANSE1.2BASEMENT, 1st & 2nd FLOOR LIGHTING PLANS3rd FLOOR & ROOF LIGHTING PLANS

E1.3E1.4

ELECTRICAL NOTES AND DETAILSE2.1ELECTRICAL NOTES, DIAGRAMS & SCHEDULESE2.2

BASEMENT LEVEL FIRE PROTECTION PLANF-2

3rd & ROOF LEVEL FIRE PROTECTION PLANSF-3

S0.5 CONCRETE FOUNDATION DETAILS

A0.0 EGRESS PLANS

BUILDING SECTIONS B & CA3.2BUILDING SECTION DA3.3

A1.3 ENLARGED PLANS

BUILDING SECTION EA3.4

STAIRWAY #1A5.2

WALL SECTIONSA6.2

ZBA REVIEW REQUIRED:

BUILDING AREA SUMMARY - ZONING

GR FLOOR

LOT AREA

SUBTOTAL

2nd FLOOR

1st FLOOR

FLOOR

PROPOSED USE:EXISTING USE:

MIN. REAR YARD

MIN. SIDE YARD

MIN. LOT WIDTH

BOSTON ZONING

ZONING, USE, LOT AREA

ZONING SUB-DISTRICT:

REAR YARD MAX OCCUPANCYby ACCESSORY BLDG

DIMENSIONAL REGULATIONS

OFF-STREET PARKING

MIN. LOT SIZE

MIN. USABLE OPEN SPACE /DWELLING UNIT

MIN. LOT AREA /EA ADD'L DWELLING UNIT

MAXIMUM ALLOWABLE'BUILDING HEIGHT

MIN. LOT FRONTAGE

MAXIMUM ALLOWABLE FAR

MIN. FRONT YARD

ADDRESS:

LOT AREA:

ARTICLE 68, Table D

ITEM

874 EAST 6th STREET, SOUTH BOSTON, MA

NONE

40'

20'

SOUTH BOSTON MAP 4F

6,250±SF

MFR

25%

200 SF/UNIT

2.0

NA

REQUIREMENT

20'

COMMENT

(1) USE "FAR (GROSS) AREA" TO DETERMINE PROPOSED FAR. AREA EXCLUSIONS TAKEN AS ALLOWED PER ZONING CODE.

ARTICLE 68 TABLE G

USE/REQUIREMENT REQUIRED PROPOSED COMMENT

MULTI-FAMILY DWELLING: USE NO. 7 - ALLOWED USE

PROPOSED

6,250 SF EXISTING

FAR (GROSS)AREA (1)

AREA

PROPOSEDBUILDING AREA ± SF / GSF

COMMENT

6,250 SFPROPOSED FAR

3rd FLOOR

0 GSF3,400

10,745 GSF

CONFORMS

N/A

ENTRY VESTIBULE, PARKING AND MECHANICALSPACES ONLY

ZONING DISTRICT:

OVERLAYS: GREENBELT PROTECTION; RESTRICTED PARKINGSINGLE-FAMILY DWELLING (TO BE DEMOLISHED)

20'

50' EXISTING

CONFORMS

CONFORMS

5'

ARTICLE 68, TABLE G:1.5 SPACES REQUIREDPER DWELLING UNIT.

6 UNITS x 1.5= 9.0

50' EXISTING

CONFORMS

1.7 CONFORMS

CONFORMS

CONFORMS

38'-6'

1,350 SF = 225 SF/UNIT

10' CONFORMS

3' 3' to 10'

20'

CONFORMS

CONFORMS

CONFORMS

9.0 CONFORMS

GPOD SITE PLAN COMPLIANCE

3,575 GSF3,625

3,715 3,580 GSF

3,590 GSF

NTE 1.72

PROJECT APPROVED BY ZBAZBA HEARING DATE MARCH 26, 2018DECISION SIGNED JUNE 20, 2018

595 SF LESS THAN ZBA APPROVED.

3,715

PROPOSED BUILDING AREA / OCCUPANT LOAD

FLOOR

GR FLOOR

1st

GROSS FLOORAREA (±SF)PER 1002.1

3,135

FLOOR AREAALLOWANCESTABLE 1004.1.1

RESIDENTIAL

COMMENT

2nd

3rd

USE OCC. COUNT

GARAGEPARKING 200 GSF/OCC 16

RESIDENTIALRESIDENTIAL

200 GSF/OCC3,575 18

200 GSF/OCC200 GSF/OCC

72

3,660

3,660

19

19

BUILDING CODE COMPLIANCE SUMMARYBUILDING CODE: 780 CMR 9TH EDITION:

2015 INTERNATIONAL BUILDING CODE (IBC 2015), AS AMENDED.2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC 2015), AS AMENDED.

PROPOSED HEIGHT: STORIES: 4 STORIES ABOVE GRADE PLANE, PARKING IN BASEMENT HEIGHT ABOVE GRADE PLANE: 40'

BUILDING TO BE EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLERSYSTEM IN ACCORDANCE WITH NFPA 13

PROPOSED USE: 310.4 RESIDENTIAL GROUP R-2 (APARTMENT HOUSE)

DIAGRAMMATIC BLDG SECTION (NTS)

R-2R-2R-2

GRADE PLANE

USE CLASSIFICATION STORY DESIGNATION/STORY ABOVE GRADE PLANE

S-2 PKG

BUILDING HEIGHT:

OCCUPANCY CLASSIFICATION R, SPRINKLERED PER 903.3.1.2: 60' OR LESS= MIN CONSTRUCTION TYPE VB.

CODE REF. DESCRIPTION

TABLE 504.3

CHAPTER 5 - BUILDING HEIGHTS AND AREAS / MINIMUM ALLOWABLE CONSTRUCTION TYPE

TABLE 504.4 STORIES ABOVE GRADE PLANE:

OCCUPANCY CLASSIFICATION R-2, SPRINKLERED PER 903.3.1.2: PROPOSED 4 STORIES ABOVE GRADE PLANE = MIN CONSTRUCTION TYPE VA

TABLE 506.2 ALLOWABLE AREA per FLOOR :

OCCUPANCY CLASSIFICATION R-2: MAX AREA FOR CONSTRUCTION TYPE VB, S13R: 7,000 SF ALLOWED.

PROPOSED AREA PER FLOOR IS FAR BELOW ALLOWABLE MAXIMUM FORTYPE VB CONSTRUCTION

PROPOSED CONSTRUCTION TYPE:

TYPE VA CONSTRUCTION MINIMUM.

TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES:

RESIDENTIAL R OCCUPANCIES SHALL BE SEPARATED FROM S-2 PARKING GARAGEOCCUPANCIES BY ASSEMBLIES WITH A MINIMUM FIRE-RESISTANCE RATING OF 1-HR.(1ST FLOOR SHALL BE RATED 2-HR IF IT SUPPORTS 2-HR RATED CONSTRUCTION.)

CHAPTER 6 - TYPES OF CONSTRUCTION


TABLE 601

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRESEPARATION DISTANCE (a)(d): USE GROUPS R AND S-2 CONSTRUCTION TYPE VA: X < 5': 1-HR 5' <= X < 10': 1-HR 10' <= X < 30': 1-HR X >= 30': 0-HRNOTES: (a) LOAD BEARING EXTERIOR WALLS SHALL ALSO COMPLY WITH TABLE 601. (d) FIRE RESISTANCE RATING OF WALL DETERMINED BY FIRE SEPARATION DISTANCE OF THE EXTERIOR WALL AND THE STORY IN WHICH THE WALL IS LOCATED.

TABLE 602

PRIMARY STRUCTURAL FRAME (f):

NOTES: (d) NOT LESS THAN FIRE RESISTANCE RATING REQUIRED BY OTHER SECTIONS OF THIS CODE. (e) NOT LESS THAN FIRE RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE (TABLE 602) (f) NOT LESS THAN FIRE RESISTANCE RATING PER 704.10.

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS):

BEARING WALLS - EXTERIOR (e)(f):

BEARING WALLS - INTERIOR:

TYPE VA

1-HR

1-HR

1-HR*NON-BEARING WALLSAND PARTITIONS - EXTERIOR: 1-HR PER TABLE 602NON-BEARING WALLSAND PARTITIONS - INTERIOR (d):

0-HR/1-HR*

FLOOR CONSTRUCTIONAND SECONDARY MEMBERS:

* 1-HR SEPARATING DWELLING UNITS

1-HR

ROOF CONSTRUCTIONAND SECONDARY MEMBERS:

1-HR

MINIMUM REQUIREMENTS

*NO LESS THAN ELEMENT SUPPORTED

1. ALL OCCUPANT LOADS ROUNDED UP2. AREAS INCLUDE BALCONIES3. AREAS INCLUDE OUTDOOR AREAS BELOW PROJECTIONS OF FLOORS ABOVE

3/42/31/2G/11/2

FIRE SEPARATION DISTANCE (FEET)


TABLE 705.8

CHAPTER 7 - FIRE AND SMOKE PROTECTION

NOTES: (a) PERCENTAGE OF EXTERIOR WALL PER STORY

0' - <3'

DEGREE OF OPG

PROTECTION

UP, NS

UP, S

P

NOTPERMITTED

3' - <5'

15%

5' - <10'

10%

25%

25%

10' - <15'

15%

45%

45%

15' - <20'

25%

75%

75%

NOTPERMITTED

NOTPERMITTED

NOTPERMITTED

20' - <25'

45%

NOLIMITNO

LIMIT

25' - <30'

70%

NOLIMITNO

LIMIT

30'+NO

LIMIT

UP, NS = UNPROTECTED, NON-SPRINKLEREDUP, S = UNPROTECTED, SPRINKLEREDP = PROTECTED

MAXIMUMALLOWABLEAREA OFEXTERIOR WALLOPENINGS (a)

705.11 PARAPET NOT REQUIRED PER EXCEPTION 4. (1-HR FIRE RATED EXTERIOR WALLS)

708 FIRE PARTITIONS

708.1 THE FOLLOWING WALL ASSEMBLIES SHALL COMPLY WITH THIS SECTION:1. WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING PER 420.22. N/A3. CORRIDOR WALLS AS REQUIRED BY 1020.1.4. ELEVATOR LOBBIES: NOT REQUIRED BY SECTION 3006.25. N/A

708.3 FIRE PARTITIONS SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 1 HR.

EXCEPTION 1: CORRIDOR WALLS PERMITTED TO HAVE 1/2-HOUR RESISTANCERATING AS PERMITTED BY TABLE 1020.1 (SPRINKLERED BUILDING)

711 HORIZONTAL ASSEMBLIES

705.5 REQUIRED FIRE RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATIONDISTANCE GREATER THAN 10' SHALL BE RATED FOR EXPOSURE FROM THE INSIDE.

REQUIRED FIRE RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATIONDISTANCE OF LESS THAN OR EQUAL TO 10' SHALL BE RATED FOR EXPOSURE FROMBOTH SIDES.

15% NOLIMITNO

LIMIT

711.2.3 SUPPORTING CONSTRUCTION SHALL BE RATED THE SAME AS THE SUPPORTEDHORIZONTAL ASSEMBLY.

EXCEPTIONS: IN TYPE VB CONSTRUCTION, CONSTRUCTION SUPPORTINGHORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS (420.3) NEED NOT BETHE SAME AS THE SUPPORTED ASSEMBLY.

711.2.4.3 HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE 1-HR FIRERATED. EXCEPTION: REDUCED TO 1/2-HR IN BUILDINGS EQUIPPED WITHAUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1.

713 SHAFT ENCLOSURES 713.2 SHAFTS SHALL BE CONSTRUCTED AS FIRE BARRIERS.713.4 SHAFT ENCLOSURE: 2-HR FIRE RATED WHEN CONNECTING 4 STORIES OR MORE

1-HR FIRE RATED WHEN CONNECTING LESS THAN 4 STORIES


CHAPTER 9 - FIRE PROTECTION AND ALARM SYSTEMS

1. CONTRACTOR SHALL PROVIDE FIRE PROTECTIVE SIGNALING SYSTEM ANDAUTOMATIC FIRE DETECTION SYSTEM AS REQUIRED BY 780 CMR THEMASSACHUSETTS STATE BUILDING CODE 9th EDITION (2015 IBC), AS AMENDEDBY THE MASSACHUSETTS AMENDMENTS TO THE IBC, AND AS REQUIRED BY THEINTERNATIONAL FIRE CODE, LOCAL ORDINANCES, AND AS INDICATED ON THECONTRACT DOCUMENTS.

2. CONTRACTOR SHALL PROVIDE CARBON MONOXIDE DETECTORS AS REQUIRED BY780 CMR THE MASSACHUSETTS STATE BUILDING CODE 9th EDITION (2015 IBC),AS AMENDED BY THE MASSACHUSETTS AMENDMENTS TO THE IBC, 527 CMR31.00 AND AS INDICATED IN THE CONTRACT DOCUMENTS.


521 CMR - MASSACHUSETTS ARCHITECTURAL ACCESS BOARD

9.2 APPLICABILITY

NEW CONSTRUCTION OF MULTIPLE DWELLINGS SHALL MEET THE REQUIREMENTS OFSECTION 9.3 GROUP 1 UNITS, AND SECTION 9.4 GROUP 2 UNITS WHERE REQUIRED.

9.3 ALL GROUP 1 DWELLING UNITS SHALL COMPLY WITH SECTION 9.5, AND SECTION 42GROUP 1 BATHROOMS, SECTION 43 GROUP 1 KITCHENS, AND SECTION 44 GROUP 1BEDROOMS.

9.4 GROUP 2 UNITS: NONE REQUIRED THIS PROJECT. (FEWER THAN 20 UNITS, ALL UNITSFOR SALE.


CHAPTER 13: ENERGY EFFICIENCY ENERGY CONSERVATION

APPLICABILITY

1300.1 PER MASS AMENDMENT 1301.1.1 CRITERIA, BUILDINGS SHALL COMPLY WITH THEIECC 2015 , AS AMENDED BY 780 CMR 13.00.

THE BUILDING IS LOCATED IN BOSTON, A MUNICIPALITY WHICH HAS ADOPTED THESTRETCH ENERGY CODE, 780 CMR, APPENDIX AA STRETCH ENERGY CODE.

AA103 NEW BUILDINGS: IN ALL R-USE BUILDINGS, OF 4 STORIES OR FEWER ABOVE GRADEPLANE, EACH DWELLING UNIT SHALL COMPLY WITH SECTION N1106 OF 780 CMR51.00: MASSACHUSETTS RESIDENTIAL CODE .

N1106 PER THIS SECTION OF 780 CMR 51.00, AS AMENDED, MAXIMUM HERS RATING SHALLBE 55.




MINIMUM REQUIREMENTS CONTRACTOR SHALL TAKE ALL MEASURES REQUIRED TO KEEP DUST,DEBRIS, NOISE, AND DISTURBANCE TO A MINIMUM.

GENERAL NOTESALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE STATEBUILDING CODE OF MASSACHUSETTS AND ALL LOCAL ORDINANCES.

CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS.

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FORREVIEW PRIOR TO ORDERING OR FABRICATION OF WORK. NO WORKSHALL PROCEED WITHOUT ARCHITECT'S APPROVAL.

DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL HAVEPRECEDENCE. IN THE EVENT OF CONFLICT IN DIMENSIONS, CONTACTTHE ARCHITECT FOR CLARIFICATIONS.

u

A a

t

374 CONGRESS STREETBOSTON, MA 02210-1807TEL: (617) 423-1022FAX: (617) 426-0939email: [email protected]

NEW MULTI-FAMILY DWELLING

874 EAST 6th STREETSOUTH BOSTON, MA 02127

ARCHITECT'S PROJECT NO. 16-297

16-297NEW MULTI-FAMILY DWELLING874 E. 6th STREETSOUTH BOSTON, MA 02127

DATE DESCRIPTION

CONTEXT PLAN - SOUTH BOSTONNO SCALE

PROJECTLOCATION

NORTH

E. 6th STREET

LEN

NO

N C

T FARR

AGUT

RO

AD

WILLIAM J DAY BLVD

P ST

REET APRIL 18, 2017 INITIAL FILE for PERMIT

JUNE 20, 2018 ZONING BOARD of APPEALBUILDING PERMIT

OWNER

SURVEYOR

874 EAST 6TH STREET LLC.874 EAST 6TH STREETSOUTH BOSTON, MA 02127

BOSTON SURVEY, INC.UNIT C-4 SHIPWAYS PLACECHARLESTOWN, MA 02129

OWNER'S CONSULTANTS

GEO-TECHNICAL ENGINEER

STRUCTURAL ENGINEEREVAN HANKIN P.E.202 NEHOIDEN ROADNEWTON, MA 02468

CIVIL ENGINEERCIVIL ENGINEERINGCONSULTANTS3 OAK STREETPEABODY, MA 01960

GEOTECHNICALCONSULTANTS, INC.201 BOSTON POST ROAD WESTMARLBOROUGH MA 01752

MECHANICAL/ ENGINEER

ZADE ASSOCIATES, LLC140 BEACH STREETBOSTON MA 02111

FIRE PROTECTION ENGINEER

PROMETHEUS LIFE SAFETY17 MILL RUN RD.BOXFORD MA

ERT # 698417

APRIL 03, 2019GENERAL REVISION:RAISE BUILDING/ BPDA REVIEW

MARCH 19, 2020

MAY 15, 2020 RAISE GROUND FLOOR TO EL 17'-6"AND RE-ISSUE

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1.

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2.

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3.

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4.

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5.

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This document is recorded on or can be transmitted on electronic media. It is therefore subject to undetectable alteration or erasure, intentional or ndetectable alteration or erasure, intentional or unintentional, due to causes including, without limitation: transmission, limitation: transmission, transmission, conversion, translation, media degradation, software error, human error or alteration. Accordingly, Pisani + Associates Architects shall not be held ccordingly, Pisani + Associates Architects shall not be held liable for claims, losses, damages, or costs arising out of any such damages, or costs arising out of any such rising out of any such alteration or unauthorized re-use or modification of this document or any document or any part thereof. hereof.

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PISANI + ASSOCIATES

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A R C H I T E C T S

DESCRIPTIONCODE REF.

CORRIDORS: MINIMUM WIDTH 44", OR 36"WHEN SERVING AN OCCUPANCYOF LESS THAN 50

EGRESS DOORS MIN WIDTH 32" (1)

EGRESS WIDTH PER OCCUPANT

STAIRWAYS: MINIMUM WIDTH 44", OR 36"WHEN SERVING AN OCCUPANCY OFLESS THAN 50 (EXCEPTION 1)

OTHER EGRESS COMPONENTS .2"/OCCMINIMUM STAIR WIDTH .3"/OCC

EGRESS COMPONENT - MINIMUM WIDTHS

PARKING 200 SF/OCC

OCCUPANCY LOAD

NOTES:(1) 36" DOOR OPENING WITH CLEAR OPENING WIDTH OF 33"

RESIDENTIAL 200 SF/OCC

1010.1.1

TABLE1004.1.2

1020.2

1011.2

1005.3.1

EGRESS COMPONENTS

1005.3.2

PROVIDED EGRESS WIDTH (INCHES)REQUIRED EGRESS WIDTH (INCHES)

EXIT STAIR NO.OCCUPANT LOAD

0000

EXIT ID.00

0000

STAIRDOOR

2-HR RATED1-HR RATED

PATH TO EXIT

PROVIDED EGRESS WIDTH (INCHES)REQUIRED EGRESS WIDTH (INCHES)OCCUPANT LOADEXIT NO.EXIT ID.

LEGEND

0000

00

EXIT

END OF COMMON PATH OF EGRESS TRAVEL

NUMBER OF EXITSONLY ONE EXIT PER FLOOR IS REQUIRED FOR THE GROUND FLOOR ANDRESIDENTIAL FLOOR 1 AND 2, PER THE FOLLOWING.RESIDENTIAL FLOOR 3 REQUIRES 2 EXITS.

R-2 RESIDENTIAL OCCUPANCY FLOORS 1 AND 2:PER TABLE 1006.3.2(1), ONE EXIT PER STORY IS PERMITTED IN:- R-2 OCCUPANCIES- BASEMENTS, FIRST, SECOND AND THIRD STORIES ABOVE GRADE PLANE- 125' MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE- AUTOMATIC SPRINKLER SYSTEM PER NFPA 13 OR NFPA 13R.- EMERGENCY ESCAPE AND RESCUE OPENINGS IN BEDROOMS.

S-2 VEHICLE PARKING OCCUPANCY:PER TABLE 1006.3.2(2), ONE EXIT PER STORY IS PERMITTED IN:- S OCCUPANCIES- FIRST STORY ABOVE OR BELOW GRADE PLANE- MAXIMUM 29 OCCUPANTS PER STORY- 75' MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (NFPA 13R)

THE PROPOSED PROJECT MEETS ALL OF THE ABOVE REQUIREMENTS FORGROUND FLOOR, 1st AND 2nd FLOORS.

3rd FLOOR IS THE 4th STORY ABOVE GRADE PLANE, THEREFORE TWOEXISTS ARE REQUIRED. TWO EXITS ARE INDICATED.

FIRE RATINGSAT A MINIMUM, PROVIDE THE FOLLOWING FIRE RATINGS(CONSTRUCTION TYPE VA):

EXTERIOR WALLS LESS THAN 10' FIRE SEPARATION: 1-HR ALL SUCH WALLS SHALL BE FIRE RATED FROM INTERIOR

AND EXTERIOR

EXTERIOR WALLS 10' AND LESS THAN 30' FIRE SEPARATION:1-HR

ALL SUCH WALLS SHALL BE FIRE RATED FROMINTERIOR SIDE ONLY

STAIRWAY SERVES 4 STORIES: 2-HR

STAIRWAY SERVING 3 STORIES: 1-HR

SEPARATION BETWEEN DWELLING UNITS: 1-HR

IN ADDITION, PROVIDE FIRE RATINGS AS INDICATED FORWALL AND PARTITION TYPES

BALCONY

BALC

UPDN

DN

UP

L1

L3

L2

L4

L C

AR

C

gov

BALCONY

BALC

UPDN

DN

CL

UPDN

BALCONY

BALC

UP

DN

SHOWER36x48

BALCONY

UPDN

DN

UP

L1

L3

L2

L4

L C

AR

C

gov

BALCONY

BALC

UPDN

DN

CL

EXIT

SEP

RATI

ON

33'

= 1

/3 D

IAG

ON

AL D

IMEN

SIO

N O

F AR

EA S

ERVE

D

UPDN

BALCONY

BALC

UP

DN

SHOWER36x48

SPACE FOR VEHICLEMANUEVERABILITY

UP

PRO

PERT

Y LI

NE

(TYP

)

LANDSCAPE

UP

PUBLIC SIDEWALK

LEVEL OF EXIT DISCHARGE

EAST 6th STREET

EXTERIORDRIVEWAY

123

4

5

6

7

8

9

PARKING

MOSTREMOTEPOINT INGARAGE

ELEV

BEDROOM BEDROOM

ERER

UNIT 23 BR BEDROOM

MOST REMOTE POINTDISTANCE TO EXIT = ±71'(CODE MAX 125')

ELEV

ER

ER

UNIT 12 BR

BEDROOM

BEDROOM

UNIT 43 BR

UNIT 32 BR


STAIR 1

STAIRWAY 1

BEDROOM BEDROOM


BEDROOM

BEDROOM

BEDROOM

ER ER

ER

ER

ER

STAIRWAY 2

STAIR2

UNIT 63 BR

UNIT 52 BR

BEDROOM BEDROOM

BEDROOM

BEDROOM


PROPERTY LINE (TYP)

PRO

PERT

Y LI

NE

(TYP

)

PROPERTY LINE (TYP)

ER ER

ER

ER

FRONTSTAIR

DOOR STAIRWIDTH REQUIRED 32" 36"WIDTH PROVIDED 33" 44"

OCC LOAD =19BASED ON 2nd FLOOR

REAR STAIR(FOR 3rd FLR)DOOR STAIR

WIDTH REQUIRED 32" 36"WIDTH PROVIDED 33" 36"

FRONTSTAIR



MECH

ELEV

FRONTSTAIR



STAIR 1

MECH



FRONTDOOR

WIDTH REQUIRED 32"WIDTH PROVIDED 33"






OCC LOAD =10HALF OF TOTAL LOADFOR THIS FLOOR



DIAGONAL DIMENSION OF FLOOR AREA SERVED = ±99'EXIT SEPARATION REQUIRED = 1/3 X 75' = 33'EXIT SEPARATION PROVIDED AT 3rd FLOOR = 33'

EAST

6th

ST.

AVG GRADE(ZONING)EL. 16.77'

39'-

11"

BUIL

DIN

G H

EIG

HT

(ZO

NIN

G C

OD

E)

EAST 6th STREET

9'-1

0"9'

-10"

9'-1

0"9'

-8"

2nd FLOOR

1st FLOOR

ROOF

3rd FLOOR

GROUND FLREL. 17'-6"

CALCULATED GRADE PLANE EL. 17.45'

EL. 17'-6" (17.5')

EL. 17'-6" (17.5')RIGHT SIDE B (LEVEL±)

39'-10 (39.8')

262'

GRADE PLANE CALCULATION PER 502.1

ELEVATIONAVERAGE GRADEAT BUILDING SIDE X LENGTH =

FRONT 36'-0" (36.0')EL. 16'-9" (16.77')

EL. 17'-6" (17.5') 95'-0" (95.0')LEFT SIDE

REAR EL. 17'-6" (17.5')

RIGHT SIDE A (SLOPING)

1662.50'

980.00'

630.00'

56'-0" (56.0')

EL X L

603.72'

4,572.72' / 262'= EL. 17.453'

696.50'

TOTAL PERIMETER

36'-0" (36.0')

REVISED WITH BUILDING RAISED:

FINISH FLOOR AT 1st FLOOR = EL. 27.33'GRADE PLANE = EL. 17.45'

1st FLOOR ABOVE GRADE PLANE = EL. 9.88'

PER CHAPTER 2 DEFINITIONS, THE FINISH SURFACE OF THE 1st FLOORIS MORE THAN 6 FEET ABOVE GRADE PLANE.THEREFORE, GROUND FLOOR IS A STORY ABOVE GRADE PLANE, ANDTHE PROPOSED BUILDING IS A 4-STORY BUILDING 1

GENERAL REVISION:RAISE BUILDING DUETO FLOOD ZONE

2RAISE GROUND FLOORTO EL 17'-6" / RE-ISSUE

WAP AMP

A0.0

This document is recorded on or can be transmitted onelectronic media It is therefore subject to undetectablealteration or erasure, intentional or unintentional, due tocauses including, without limitation transmission,conversion, translation, media degradation, software error,human error or alteration. Accordingly, Pisani + AssociatesArchitects shall not be held liable for claims, losses, damages,or costs arising out of any such alterations or unauthorizedre-use or modification of this document or any part thereof.


EGRESS PLANS

3/32" = 1'-0"

G R O U N D F L O O R P L A N1st F L O O R P L A N3/32" = 1'-0"

2nd F L O O R P L A N3/32" = 1'-0"

G R A D E P L A N E & B U I L D I N G H E I G H T D I A G R A M3/32" = 1'-0"

16-297

874 East Sixth St.South Boston 02127


OWNER

SURVEYOR



OWNER'S CONSULTANTS





MECHANICAL/ ENGINEERZADE ASSOCIATES, LLC140 BEACH STREETBOSTON MA 02111

FIRE PROTECTION ENGINEERPROMETHEUSLIFE SAFETY17 MILL RUN RD.BOXFORD MA

04/03/19 FOR PERMIT

3rd F L O O R P L A N3/32" = 1'-0"

RAISE BLDG / BPDA1 03/19/20RAISE GR FLR TOEL 17'-6" / RE-ISSUE05/15/202

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ISSUE / REVISION

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DRAWING

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DWG. NO.

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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e-mail: [email protected]

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. It is therefore subject to undetectable due to without limitation: transmission, : transmission, media degradation, software error, software error, Accordingly, Pisani + Associates out of any such alterations or unauthorized

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TREADS

TOGGLE BOLT

TROWELLED CONCRETE

TERRAZZO

TONGUE AND GROOVE

TEMPERED GLASS

THICK

TOP OF CONCRETE

TOP OF MASONRY

TOP OF STEEL

TOP OF WALL

TYPICAL

UNGLAZED CERAMIC TILE

UNLESS OTHERWISE NOTED

UTILITY

VINYL

VINYL WALL COVERING

VAPOR BARRIER

VINYL COMPOSITION TILE

VERTICAL

VERIFY IN FIELD

WEST

WOOD BASE

WOOD

WITH/

WITHOUT

WIRED GLASS

WORKING POINT

WIDTH

ABBREVIATIONS

TERMPROVIDECONTRACTORINDICATED

DEFINITIONS

@

AB

ACOUST

ACT

AD

ADJ

AFF

AISC

AL

ANOD

ARCH'T

ASSOC

AWI

B

BLDG

BLKG

BLW

BOT

BP

BR

BRK

BRZ

BUR

CL

CAB

CARP

CB

CG

CHR

CI

CJ

CLG

CL

CMU

COL

CONC

CONT

CONV

COP

CT

PARALLEL

PARTICLE BOARD

PERPENDICULAR

PLATE

PLASTIC LAMINATE

PLASTER

PLASTIC

PLYWOOD

PANEL

PRESSED METAL

PORCELAIN TILE

PAINTED

PAINTED GYPSUM WALL BD.

PRESSURE TREATED LUMBER

PAPER TOWEL DISPOSAL UNIT

PAVING

POLY VINYL CHLORIDE

QUARRY TILE

RADIUS OR RISERS

ROOF DRAIN

REFER OR REFERRED

REINFORCED OR REINFORCING

REQUIRED

ROOM

ROUGH OPENING

SOUTH

SCREW

SECTION

SQUARE FOOT

SIMILAR

SANITARY NAPKIN DISPOSAL

SANITARY NAPKIN VENDING

SPECIFICATIONS

SPRINKLER

SQUARE

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SWITCH

SQUARE YARD

SHEET VINYL FLOORING

SURFACE FOUR SIDES

PAR

PART BD

PERP

PL

P LAM

PLA

PLAS

PLYWD

PNL

PM

PT

PTD

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PTL

PTDU

PV

PVC

QT

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RD

REF

REINF

REQ'D

RM

RO

S

SCR

SECT

SF

SIM

SND

SNV

SPEC

SPKLR

SQ

SS

STD

STL

STOR

STR

SUSP

SW

SY

SVF

S4S

HB

HGT

HM

HOR

HP

HVAC

HW

HYD

ID

INSUL

INST

INT

JAN

LAM

LAV

LC

LF

LP

LVR

MACH

MAX

MECH

MF

MFG

MH

MIN

MISC

MO

MR

MT

MTL

N

NIC

NOM

NP

NTS

OA

OC

OD

OH

OPG

OPP

DEPTH

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIMENSION

DOWN

DITTO

DOOR

DRAWING

EAST

EACH

EXPANSION BOLT

EXPANSION JOINT

ELECTRICAL

ELEVATION

EQUAL

EQUIPMENT

ELECTRICAL WATER COOLER

EXISTING

EXPOSED

EXTERIOR

FIRE ALARM

FLOOR DRAIN

FIRE EXTINGUISHER

FABRIC FLASHING

FINISHED

FLOOR

FINISHED OPENING

FIREPLACE

FIRE RESISTANT

FRAMING

FIBER REINFORCED PLASTIC

FOOTING

GAUGE

GALVANIZED

GLASS BLOCK

GENERAL CONTRACTOR

GLASS

GRADE

GYPSUM WALL BOARD-PTD

GROUND FLOOR

D

DET

DF

DIA

DIM

DN

DO

DR

DWG

E

EA

EB

EJ

ELEC

ELEV

EQ

EQUIP

EWC

EXIST

EXP

EXT

FA

FD

FE

FF

FIN

FLR

FO

FP

FR

FRM'G

FRP

FTG

GA

GALV

GB

GC

GL

GR

GWB

GR FLR

AT

ANCHOR BOLT

ACOUSTIC

ACOUSTIC CEILING TILE

ACCESS DOOR

ADJACENT

ABOVE FINISH FLOOR

AMERICAN INSTITUTE OFSTEEL CONSTRUCTION

ALUMINUM

ANONDIZED

ARCHITECT

ASSOCIATE

AMERICAN WOODWORKINSTITUTE

BASE

BUILDING

BLOCKING

BELOW

BOTTOM

BUILDING PAPER

BRASS

BRICK

BRONZE

BUILT UP ROOF

CENTER LINE

CABINET

CARPET

CATCH BASIN

CORNER GUARD

CHROME

CAST IRON

CONTROL JOINT

CEILING

CLEAR (DIM)

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONTINUOUS

CONVECTOR

COPPER

CERAMIC TILE

HOSE BIB

HEIGHT

HOLLOW METAL

HORIZONTAL

HIGH POINT

HEATING, VENTILATION &AIR CONDITIONING

HOT WATER

HYD

INSIDE DIAMETER

INSULATION

INSTALL (ed)

INTERIOR

JANITOR

LAMINATE

LAVATORY

LEAD COATED

LINEAR FEET

LOW POINT

LOUVER

MACHINE

MAXIMUM

MECHANICAL

METAL FLASHING

MANUFACTURER

MANHOLE

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MOISTURE RESISTANT

MARBLE THRESHOLD

METAL

NORTH

NOT IN CONTRACT

NOMINAL

NEOPRENE

NOT TO SCALE

OVERALL

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OPENING

OPPOSITE

GENERAL CONTRACTOR AND ITS SUB-CONTRACTORSAS DESCRIBED ON CONTRACT DOCUMENTS

DEFINITIONFURNISH AND INSTALL

T

TB

TC

TERR

T&G

TGL

THK

TOC

TOM

TOS

TOW

TYP

UNG

UON

UTIL

V

VWC

VB

VCT

VERT

VIF

W

WB

WD

W/

W/O

WGL

WP

WTH

301

3068

A9.1

18

A3.1

A7.1

A3.1

1

6

3

4

1

25

7

A

3

8

WINDOW TYPE

DOOR DIMENSIONS

HEIGHT FEET INCHES (6'-8")

WIDTH FEET INCHES (3'-0")

WALL ELEVATION

EQUIPMENT NUMBER

REVISION KEY

2

BUILDING SECTION

DETAIL INDICATION

WALL SECTION

SPACE NUMBER

DOOR NUMBER

PARTITION TYPE

SECT.LETTERDWG. NO.

DWG. NO.SECT. NO.

DWG. NO.DET. NO.

GRAPHIC SYMBOLS

COLUMN LINE

ELEVATION SPOTTER

(OR SEE DOOR SCHEDULE)

FINISH WOOD

WOOD BLOCKING (ROUGH)

POROUS FILL

CONCRETE

CONCRETE MASONRY UNIT(CMU)

STEEL

EARTH

BRICK

EXISTING TO REMAIN

NEW PARTITION

MATERIAL SYMBOLS

GENERAL NOTES

PROJECT NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODEAND ALL APPLICABLE REQUIREMENTS OF THE CITY OF BOSTON. WORK ON THIS PROJECT SHALL BECOMPLETED IN ACCORDANCE WITH THE STATE ENERGY CODE.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO THECOMMENCEMENT OF THE WORK AND FABRICATION OF MATERIALS. IF A CONFLICT ARISES BETWEEN ANEXISTING CONDITION AND THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE ARCHITECT FOR DIRECTION.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING,FABRICATION OR INSTALLATION OF ALL WORK. NO WORK SHALL PROCEED WITHOUT ARCHITECT'S REVIEWAND APPROVAL.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING, DUST AND WEATHER PROTECTIONTHROUGHOUT THE ENTIRE PROJECT.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, INCLUDING, BUT NOTLIMITED TO BUILDING, ELECTRICAL, HVAC, PLUMBING AND THOSE REQUIRED THE CITY OF BOSTON FIREDEPARTMENT.

6. UNLESS OTHERWISE NOTED, CONCRETE USED TO BE 4,000 PSI AFTER 28 DAYS. ALL CONCRETE WORKIS TO BE PERFORMED IN ACCORDANCE WITH ACI AND ASTM STANDARD REQUIREMENTS.

PROJECT NOTESGENERAL:1. THE CONTRACTOR SHALL PROVIDE A FULLY-FUNCTIONING COMPLETE PROJECT ACCEPTABLE TO THEOWNER AND COMPLYING WITH ALL APPLICABLE CODES. OBTAIN APPROVALS FROM ALL AUTHORITIESHAVING JURISDICTION.2. IF REQUIRED BY AUTHORITIES HAVING JURISDICTION, PREPARE AND SUBMIT DOCUMENTATION ASREQUESTED AND AS REQUIRED TO SECURE APPROVALS.3. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS. OBTAIN OCCUPANCY PERMIT AT COMPLETIONOF THE WORK.4. CONTRACTOR AND SUBCONTRACTORS SHALL WARRANTY THE WORK FOR ONE (1) YEAR FROM DATEOF OWNER'S FINAL ACCEPTANCE.5. BEFORE CONSTRUCTION, VERIFY THE LOCATION AND INVERT ELEVATION AT POINTS OF CONNECTIONOF SANITARY SEWER, STORM WATER AND WATER SERVICE PIPING. VERIFY LOCATION OF GAS PIPING ANDUNDERGROUND ELECTRICAL SERVICES. OBTAIN ALL REQUIRED APPROVALS.6. CONFORM WITH ALL CITY ORDINANCES WITH REGARD TO PROJECT AREA ACCESS, DEBRIS REMOVALAND DISPOSAL, HOURS OF OPERATION, NOISE, DUMPSTER LOCATION AND ALL RULES AND RESTRICTIONSAPPLICABLE TO DEMOLITION AND CONSTRUCTION WORK.7. ADJACENT BUSINESSES, OFFICES AND DWELLINGS WILL BE OCCUPIED FOR DURATION OF PROJECT.TAKE EXTREME CARE TO NOT DISRUPT NORMAL USE OF THE ADJACENT PROPERTIES BY THE OCCUPANTS.8. GENERAL CONTRACTOR SHALL EMPLOY LICENSED AND QUALIFIED SUBCONTRACTORS TO PROVIDEALL WORK REQUIRED FOR A FULLY-FUNCTIONING PROJECT IN COMPLIANCE WITH THE CONTRACTDOCUMENTS, WITH THE STATE BUILDING CODE AND ALL LOCAL CODES AND ORDINANCES.9. PROVIDE ENGINEERING SERVICES AS REQUIRED TO OBTAIN ALL REQUIRED PERMITS AND FOR THECOMPLETION OF A FULLY-FUNCTIONING PROJECT.10. CONTRACTOR SHALL INCLUDE ALL COSTS FOR THE ABOVE IN THE BID.

INSTALLATION:1. EXAMINE WALLS, FLOORS AND ROOFS FOR SUITABLE CONDITIONS WHERE PRODUCTS AND SYSTEMSARE TO BE INSTALLED. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVEBEEN CORRECTED.2. RUN ALL MECHANICAL AND ELECTRICAL ABOVE CEILING HEIGHTS AS INDICATED. SOFFITING IS ONLYPERMITTING WHERE NO OTHER OPTION IS AVAILABLE AND AS APPROVED BY ARCHITECT IN ADVANCE.3. TAKE FIELD MEASUREMENTS AS REQUIRED TO FIT THE WORK PROPERLY.4. VERIFY SPACE REQUIREMENTS AND DIMENSIONS OF ITEMS SHOWN DIAGRAMMATICALLY ONDRAWINGS PRIOR TO FABRICATION OR PURCHASE.5. VERIFY ROUGH OPENING REQUIREMENTS OF DOORS AND WINDOWS AS ACTUALLY SELECTED FOR USEON PROJECT BEFORE FRAMING. MAKE ALL ADJUSTMENTS AS REQUIRED.6. ALL VERTICAL WORK SHALL BE PLUMB AND ALL HORIZONTAL WORK SHALL BE LEVEL.7. DO NOT OVERLOAD FLOORS OR ROOFS.8. COORDINATE THE CONNECTION OF MECHANICAL SYSTEMS WITH EXTERIOR UNDERGROUND ANDOVERHEAD UTILITIES AND SERVICES. PROVIDE REQUIRED CONNECTION FOR EACH SERVICE. COMPLY WITHREQUIREMENTS OF AGENCIES AND AUTHORITIES HAVING JURISDICTION.9. COORDINATE INSTALLATION AND CONNECTION OF TELEPHONE, INTERNET, AND CABLE TV SERVICES.10. INSTALL EQUIPMENT TO PROVIDE THE MAXIMUM HEADROOM POSSIBLE.11. INSTALLATION OF MATERIALS AND EQUIPMENT SHALL COMPLY WITH MANUFACTURER'S WRITTENINSTRUCTIONS AND RECOMMENDATIONS.12. DO NOT CUT STRUCTURAL MEMBERS IN A MANNER WHICH AFFECTS THE STRUCTURAL CAPACITY OFTHE MEMBER. ALL PENETRATIONS OF STRUCTURAL MEMBERS SHALL COMPLY WITH THE MASSACHUSETTSSTATE BUILDING CODE AND WITH STRUCTURAL MEMBER MANUFACTURER'S REQUIREMENTS.13. WHEN TORCH CUTTING OR WELDING, MAINTAIN FIRE WATCH AS REQUIRED BY LOCAL FIREDEPARTMENT REGULATIONS.14. DO NOT MODIFY COMPONENTS IN A MANNER WHICH WILL REDUCE THEIR CAPACITY TO PERFORM ASINTENDED, INCLUDING BUT NOT LIMITED TO WEATHER, AIR AND MOISTURE BARRIERS; VAPOR RETARDERS;ACOUSTIC CONTROLS; MEMBRANES AND FLASHINGS.15. CLEAN THE PROJECT SITE AND WORK AREA DAILY. DISPOSE OF DEBRIS IN ACCORDANCE WITH ALLAPPLICABLE REGULATIONS.16. CLEAN ALL SURFACES AND PROTECT AS REQUIRED UNTIL FINAL ACCEPTANCE BY OWNER.17. REMOVE AND REPLACE ANY BROKEN OR DAMAGED GLASS.

KITCHENS:1. KITCHEN CABINETS AND PLUMBING FIXTURES AND FITTINGS AS SELECTED BY OWNER.2. KITCHEN APPLIANCES AS SELECTED BY OWNER.3. PROVIDE ALL DIMENSIONS AND CONDITIONS IN THE FIELD AS REQUIRED FOR THE PROPERINSTALLATION OF ALL APPLIANCES. COORDINATE IN ADVANCE WITH THE OWNER.4. CONTRACTOR SHALL INCLUDE COST TO FURNISH AND INSTALL ALL KITCHEN CABINETS, APPLIANCES,FIXTURES AND FITTINGS. IF SUCH ITEMS HAVE NOT BEEN SELECTED OR DETAILED, CONTRACTOR SHALLCARRY A REASONABLE ALLOWANCE IN THE BID FOR ALL SUCH ITEMS.

BATHROOMS:1. PLUMBING FIXTURES, FITTINGS AND BATHROOM ACCESSORIES SHALL BE AS INDICATED ANDSELECTED BY THE OWNER.2. VANITY AND STORAGE MILLWORK AS INDICATED AND AS SELECTED BY OWNER.3. CONTRACTOR SHALL INCLUDE COST TO FURNISH AND INSTALL ALL BATHROOM CABINETS, FIXTURESAND FITTINGS. IF SUCH ITEMS HAVE NOT BEEN SELECTED OR DETAILED, CONTRACTOR SHALL CARRY AREASONABLE ALLOWANCE IN THE BID FOR ALL SUCH ITEMS.

PLUMBING:1. CONTRACTOR SHALL PROVIDE ALL PLUMBING AS REQUIRED BY THE PROJECT.2. INSTALL ALL FIXTURES AND APPLIANCES INCLUDING THOSE FURNISHED BY OWNER.2. ALL NEW PIPING SHALL BE CONCEALED IN THE FINISHED WORK. ALL HOT AND COLD PIPING SHALL BEINSULATED. SOLIDLY ANCHOR PIPING TO FRAMING. PROVIDE EXPANSION CONTROL TO ELIMINATE NOISE.3. SANITARY PIPING SHALL BE CAST IRON.

HVAC:1. PROVIDE HEATING, COOLING AND VENTILATION SYSTEMS AS REQUIRED BY CODE AND OWNER.2. PROVIDE HVAC EQUIPMENT IN SPACES INDICATED IN UNITS AND BUILDING MECHANICAL ROOMS.3. ALL WORK SHALL BE CONCEALED.4. AVOID SOFFITING OF DUCTWORK.

ELECTRICAL:1. CONTRACTOR SHALL PROVIDE COMPLETE ELECTRICAL WORK AS REQUIRED FOR THE PROJECT.PROVIDE A FULLY-FUNCTIONING COMPLETE PROJECT COMPLYING WITH ALL APPLICABLE CODES ANDAPPROVED BY ALL AUTHORITIES HAVING JURISDICTION.2. PROVIDE ALL LIGHTING INCLUDING EXTERIOR LIGHT, LANDSCAPE LIGHTING AND INTERIOR ANDEXTERIOR SECURITY LIGHTING.3. ALL WIRING, CONDUIT, JUNCTION BOXES ETC. SHALL BE CONCEALED IN THE FINISHED WORK.4. DO NOT LOCATE DEVICES BACK-TO-BACK ON OPPOSITE SIDES OF SAME PARTITION. SEPARATE SUCHDEVICES BY ONE STUD BAY MINIMUM.5. LIGHT FIXTURES AS SELECTED BY OWNER.6. COORDINATE THE INSTALLATION AND CONNECTION OF ALL APPLIANCES.7. SUBMIT ALL EXPOSED-TO-VIEW ITEMS TO OWNER FOR APPROVAL PRIOR TO PURCHASE ANDINSTALLATION.

FIRE PROTECTION SYSTEMS:1. PROVIDE FIRE PROTECTIONS SYSTEM AS INDICATED, AND AS REQUIRED BY CODE AND AUTHORITIESHAVING JURISDICTION.

FIRE DETECTION AND ALARM SYSTEMS:1. PROVIDE FIRE ALARM SYSTEM AS INDICATED, AND AS REQUIRED BY CODE AND AUTHORITIES HAVINGJURISDICTION.2. PROVIDE SMOKE, HEAT AND CARBON MONOXIDE DETECTORS AS INDICATED, AND AS REQUIRED BYCODE AND AUTHORITIES HAVING JURISDICTION.

ENERGY CONSERVATION:1. PROVIDE FINISHED PROJECT WHICH COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENTS OFTHE STATE BUILDING CODE AND LOCAL REQUIREMENTS.2. PROVIDE AND DEMONSTRATE COMPLIANCE WITH STATE OF MASSACHUSETTS STRETCH CODE.3. OWNER SHALL ENGAGE HERS RATER TO PERFORM ALL REQUIRED INSPECTIONS AND TESTING, ANDWHO SHALL ALSO SUBMIT ALL REQUIRED DOCUMENTATION TO LOCAL BUILDING OFFICIALS.

STORM WATER/GROUND WATER:1. PROVIDE STORM WATER AND GROUND WATER CONTROL SYSTEMS AS DETERMINED AND AS DESIGNEDBY OWNER'S CIVIL AND SOILS ENGINEER. ABBREVIATIONS,

SYMBOLS, NOTES



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04/03/19 FOR PERMIT1 RAISE BLDG / BPDA03/19/20

RAISE GR FLR TOEL 17'-6" / RE-ISSUE05/15/202

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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58"

634"

58"

338" 33

8" 238"

434"

58" 5

8"

UL DES U3051-HR FIRE RATED

STC 46BBN-700725

2 X 6 WD STUD@ 16" O.C.

512" 31

2"

4

UL DES U3011-HR FIRE RATED/2-HR FIRE RATED

STC 58USG-810219

STUDLCLC

INTERIOR PARTITIONLOAD BEARING / NON-LOAD BEARING3 1

5/8" GWB TYPE XFIRECODE GWBTYP EACH SIDE

2 X 4 WD STUDS@ 16" O.C.

UL DES U3051-HR FIRE RATED

STC 46BBN-700725

1 1/2" = 1'-0"PARTITION TYPES/WALL TYPES

PLAN VIEW UNLESS OTHERWISE NOTED

238"

TYPICAL PARTITION WITHINDWELLING UNIT SHALL BE TYPE 1.

STUD

5/8" GWB TYPE XFIRECODE GWBTYP EACH SIDE

3" USGTHERMAFIBERSAFB

INTERIOR PARTITIONLOAD BEARING / NON-LOAD BEARING

3"3"

114"

2 LAYERS5/8" GWB TYPE XFIRECODE GWBTYP EACH SIDE

6"

2 X 4 WD STUD@ 16" O.C.


312" 11

4"

LC

INTERIOR PARTITIONLOAD BEARING / NON-LOAD BEARING2

STUD

114"51

2"114"

8"


CLSTUD

2 X 6 WD STUD@ 16" O.C.

4"4"

2 LAYERS5/8" GWB TYPE XFIRECODE GWBTYP EACH SIDE

INTERIOR PARTITIONLOAD BEARING / NON-LOAD BEARING

NOTES:1. UNKEYED PARTITIONS SHALL BE SAME AS KEYED PARTITIONS IN SIMILAR LOCATIONS AS DETERMINED BY ARCHITECT.2. SAFB = SOUND ATTENTUATION FIRE BLANKET. USG THERMAFIBER MINERAL WOOL, ROXUL STONE WOOL OR EQ.3. AT WALLS TO BE TILED, PROVIDE 1/2" DUROCK BELOW TILE IN LIEU OF GWB.4. AT INTERIOR SHEAR WALLS, ADD LAYER OF PLYWOOD BELOW DRYWALL ON SINGLE-LAYER PARTITION TYPES, AND SUBSTITUTE LAYER OF PLYWOOD FOR DRYWALL ON STUD AT MULTI-LAYER PARTITION TYPES. PROVIDE IN LOCATIONS AS REQUIRED BY STRUCTURAL DESIGN AND AS INDICATED ON DRAWINGS. SEE STRUCTURAL DRAWINGS AND APPROVED FRAMING SHOP DRAWINGS.5. AT RC-1 CHANNELS, SCREW GWB INTO CHANNEL ONLY, DO NOT SCREW GWB TO STUD.6. PROVIDE CONTINUOUS BEAD OF ACOUSTIC SEALANT AT BOTTOM AND TOP OF ALL GWB. FILL ANY GAPS TO PROVIDE CONTINUOUS ACOUSTIC BARRIER.

ACOUSTIC MATERIALFLOORINGBASE

ACOUSTIC SEALANT ATPARTITION BASE DETAIL(HEAD SIMILAR)

PLYWD DECKING

CONT BEADACOUTIC SEALANT

FILL GAP (TYP)

2 LAYERS5/8" GWB TYPE XFIRECODE GWB

UL DES U3011-HR FIRE RATED/2-HR FIRE RATED

STC 58USG-810219

R-13 MININSULATION

412"

58"37

8"

5

AIR SPACE

5/8" GWB TYPE XFIRECODE GWB

2 X 4 WD STUD@ 16" O.C.

INTERIOR FINISHAT MASONRY WALLLOAD BEARING / NON-LOAD BEARING

MASONRYMASONRY


1 1/2" STLHAT CHANNELS@ 24" O.C.

5/8" GWB TYPE XFIRECODE GWBPTD

6

214"

1A3A

3A R-13 THERMALINSUL

3 1 3" USGTHERMAFIBERSAFB

R-13 THERMALINSUL

1AMASONRY


2" Z-CHANNELS@ 24" O.C.


7

258"

CERTAINTEED"MEMBRAIN"SMART VAPORRETARDER

MIN R-13 RIGIDNSULATION

MASONRY


7/8" STLHAT CHANNELS@ 24" O.C.


6A

112"6"

212"31

2"

8

FOUR LAYERS 5/8"GWB TYPE XFIRECODE GWB

2 X 4 WD STUD@ 16" O.C.

2-HR UNBALANCED

MOISTURE/AIR BARRIERHENRY BLUESKIN VP 160 OR EQUAL

EXTERIOR PLYWOOD SHEATHING- SEE STRUCTURAL DRAWINGS

UL DES U344 1-HR FIRE RATEDEXPOSED TO FIRE ON INTERIOR & EXTERIOR FACES

EXTERIOR WALL BEARING/NON LOAD BEARING3"=1'-0"

2 X 6 WD STUDS @ 16" O.C.

58" EXTERIOR SHEATHINGDENSGLASS GOLD FIREGUARD TYPE XNAIL TO STUD

W2

58" 51

2"12" 5

8"

734"

EXTERIOR FINISH AS SPECIFIED:WOOD SHINGLES, FIBER CEMENT CLAPBOARD ORPANEL PTD: HARDIE PLANK OR PANEL AS INDICATED,OR APPROVED EQUAL

CERTAINTEED"MEMBRAIN"

SMART VAPORRETARDER

R=21 MINSPRAY MINERAL WOOL INSULATION ORKRAFT FACED FIBERGLASS BATT

5/8" GWBFIRECODE

MOISTURE/AIR BARRIERHENRY BLUESKIN VP 160 OR EQUAL

EXTERIOR PLYWOOD SHEATHING- SEE STRUCTURAL DRAWINGS

EXTERIOR WALL BEARING/NON LOAD BEARING3"=1'-0"

2 X 6 WD STUDS @ 16" O.C.

W1

58" 51

2"12"

718"

EXTERIOR FINISH AS SPECIFIED:WOOD SHINGLES, FIBER CEMENT CLAPBOARD ORPANEL PTD: HARDIE PLANK OR PANEL AS INDICATED,OR APPROVED EQUAL

CERTAINTEED"MEMBRAIN"

SMART VAPORRETARDER

R=21 MINSPRAY MINERAL WOOL INSULATION ORKRAFT FACED FIBERGLASS BATT

5/8" GWBFIRECODE

UL DES U348 1-HR FIRE RATEDEXPOSED TO FIRE ON INTERIOR FACE ONLYALSO USED WHERE NO FIRE RATING REQUIRED

PLAN VIEW UNLESS OTHERWISE NOTEDEXTERIOR WALL TYPES3" = 1'-0"NOTE:UNKEYED WALLS SHALL BE SAME AS KEYEDWALLS IN SIMILAR SITUATIONS.

FIBER CEMENT BOARD SIDING:SEE ELEVATIONS AND SPECIFICATIONS FOR TYPE ANDWEATHER DIMENSION. 6" WIDE 15# ROOF FELT SHALL BEPLACED BENEATH ALL BUTT JOINTS WHICH ARE THEN TO BESEALED WITH URETHANE SEALANT.

NOTE:UNKEYED WALLS SHALL BE SAME AS KEYEDWALLS IN SIMILAR SITUATIONS.

3" = 1'-0"EXTERIOR WALL TYPES

PLAN VIEW UNLESS OTHERWISE NOTEDENERGY CODE NOTE:MEET STATE OF MASSACHUSETTS ENERGY STRETCH CODE.EXTERIOR ENVELOPE THERMAL PERFORMANCE ANDSPECIFICATION SUBJECT TO REVIEW AND REVISION BYOWNER'S CONSULTING HERS RATER.

EXTERIOR WALLS 10' OR LESS FROM SIDE OR REAR LOTLINES SHALL BE FIRE RATED FROM FIRE EXPOSURE FROMEXTERIOR AND INTERIOR. DIMENSION AT RIGHT ANGLEFROM WALL.

1GENERAL REVISION:RAISE BUILDING DUETO FLOOD ZONE


WAP

WALLS &PARTITIONS

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04/03/19 FOR PERMITRAISE BLDG / BPDA03/19/201RAISE GR FLR TOEL 17'-6" / RE-ISSUE05/15/202

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BOSTON, MA 02210-1807

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APPROVED TILE (OR OTHERAPPROVED FINISH MATERIAL)

SCHLUTER DITRA MAT (AT TILE)

UNDISTURBED SOILS ORCOMPACTED STRUCTURAL FILLAS APPROVED BY STRUCTURAL ENGINEER

PROVIDE BELOW-SLAB DRAINAGE SYSTEMAS DETERMINED AND DESIGNEDBY OWNER'S SOILS ENGINEER

APPROVED SUBBASE MATERIAL

15 MIL VAPOR BARRIER

MIN R=15 FOR MIN 24" FROM SLAB EDGE

SLAB ON GRADE - SEE STRUCTURAL

TOP OFCONC SLAB

DIM

TYPICAL FLOOR SLAB TYPE 25

112"=1'-0" 11

2"=1'-0"4

TYPICAL FLOOR SLAB TYPE 1

DIM

TOP OFCONC SLAB

VEHICULAR TRAFFIC COATING3 COAT SYSTEM - SEE SPEC

SLAB ON GRADE - SEE STRUCTURAL

APPROVED SUBBASE MATERIAL

PROVIDE BELOW-SLAB DRAINAGE SYSTEMAS DETERMINED AND DESIGNEDBY OWNER'S SOILS ENGINEER

UNDISTURBED SOILS ORCOMPACTED STRUCTURAL FILLAS APPROVED BY STRUCTURAL ENGINEER

DIM

15 MIL VAPOR BARRIER

SCOPE CLARIFICATION FOR SPRAY-ON FIREPROOFING AT STRUCTURAL MEMBERS:

1. SEE BUILDING CODE INFORMATION ON COVER SHEET AND DWG. A0.0.2. DEFINITIONS ARE PER STATE BUILDING CODE 780CMR.3. SEE SPECIFICATION SECTION 07 81 00 - APPLIED FIREPROOFING. NOTE SUBMITTAL REQUIREMENTS. PROVIDE UL DESIGNS PROPOSED FOR USE INCLUDING THICKNESSES REQUIRED TO ACHIEVE REQUIRED FIRE RATINGS OF MEMBERS AND ASSEMBLIES.4. SEE STRUCTURAL DRAWINGS FOR STEEL FRAMING AND FLOOR DECK DESIGN.7. PRIMARY STRUCTURAL FRAME: TYPE VA: 1-HR - ALL COLUMNS - ALL BEAMS CONNECTING TO COLUMNS - ALL FLOORS CONNECTING TO COLUMNS - ALL BRACING OF STRUCTURAL FRAME8. STEEL BEAMS AT PERIMETER OF BUILDING SHALL BE CONSIDERED PART OF THE PRIMARY STRUCTURAL FRAME AND SHALL BE RATED 1-HR.9. ALL STRUCTURE SUPPORTING FIRE RATED CONSTRUCTION SHALL BE, AT A MINIMUM, OF A RATING EQUAL TO THE SUPPORTED CONSTRUCTION.

INSULATION THICKNESS NOT COUNTING TOWARD MEETINGENERGY CODE REQUIREMENT FOR ROOF INSULATION R-VALUE

MAX INSULATION THICKNESS COUNTING TOWARD MEETINGENERGY CODE REQUIREMENT FOR ROOF R-VALUE

1/4" PER FOOT TAPER (NTS)1"MIN. PROPOSEDINSULATION THICKNESS

DIAGRAM: MAXIMUM TAPERED INSULATION THICKNESS COUNTING TOWARD ENERGY CODE COMPLIANCE

1-HOUR FIRE RATED UL DES L521

TYPICAL ROOF CONSTRUCTION11

2"=1'-0"1

60MIL SINGLE MEMBRANE EPDM ROOFFULLY ADHERED SYSTEM WARRANTED

FOR USE IN UNVENTED ROOF ASSEMBLIESCARLISLE SYNTEC OR EQUAL

ALL DETAILS PER MANUFACTURER'SINSTRUCTIONS, PROVIDE 20-YR

MANUFACTURER'S WARRANTY

JOIS

T D

EPTH

134"

SEE

STRU

CTUR

AL

3/4" T&G PLYWOOD DECK.T&G EDGES GLUED TOGETHER;PANELS GLUED AND NAILED TO JOISTS

EXPANDING SPRAY FOAM INSULATIONPERM RATING LESS THAN 2 PERM-INCH

TOP OFROOF DECKING

34"

USG RC-1 CHANNEL PERPENDICULAR TO JOISTS,SPACING AS RECOMMENDED BY USG FOR CONDITION.FASTEN GWB TO CHANNEL ONLY, DO NOT FASTENGWB TO JOIST.

VENEER PLASTER ON 2 LAYERS 5/8" FIRECODE GWB.LATEX PAINT CLASS III VAPOR RETARDER

INSULATION OPTION 1:1. INSULATION BETWEEN ROOF JOISTS/RAFTERS: TOTAL INSULATION VALUE R-38 MIN.2. EXPANDING SPRAY FOAM MATERIAL PROVIDING AT LEAST 40% OF REQUIRED R-VALUE OF REQUIRED INSULATION IS IN DIRECT CONTACT WITH UNDERSIDE OF ROOF DECK AND ADJACENT FRAMING MEMBERS, THEN VENTING OF RAFTER SPACES NOT REQUIRED.3. IF INSULATION PERMABILTY<2 PERM-INCH, NO VAPOR BARRIER REQUIRED.4. PROVIDE CONTINUOUS TAPERED POLYISO INSULATION MIN SLOPE 1/4" PER FOOT FOR STORM DRAINAGE.

ALL LOUVERS & DIFFUSERS SHALL MEET THEREQUIREMENTS OF 780CMR 716.6.2 FORMEMBRANE PENETRATIONS

1/2" DENSDECK COVERBOARD

RIGID POLYISO TAPERED INSULATIONSLOPED 1/4" PER FOOT TO DRAINMIN R-VALUE PER INCH = 6.5.PROVIDE THICKNESS AS REQUIRED TOMEET ENERGY CODE REQUIREMENTS

1/2" DENSDECK ROOF BOARD

TJI or OPEN WEB - SEE STRUCTURAL.

SCHLUTER DITRA MAT AT TILE

34"

1-HOUR FIRE RATEDUL DES L583STC: 54 MINIIC: 72 MIN W/ CARPET 51 MIN W/ PARQUET WOOD FLOOR

TOP OFSUBFLOOR

34" HARDWOOD FLOORINGOR OTHER FINISH FLOOR AS SPECIFIED

1" MAXXON SYSTEM GYP-CRETESELF-LEVELING TOPPING SLAB

THERMAFIBER SAFB SOUNDATTENTUATION FIRE BATT 9" TOTAL


VENEER PLASTER ON2 LAYERS 5/8" FIRECODE GWB.

ISOMAX SOUND ISOLATION CLIPOR APPROVED EQUALSPACING AS RECOMMENDED BYMANUFACTURER

SEE

STRU

CTUR

AL

138"

234"

JOIS

T D

EPTH

ADJUST DIMENSIONS ASREQUIRED BY FINAL FINISHFLOOR MATERIALSELECTION

211

2"=1'-0"

TYPICAL FLOOR CONSTRUCTION TYPE 1

ALL LOUVERS & DIFFUSERS SHALL MEET THEREQUIREMENTS OF 780CMR 716.6.2 FORMEMBRANE PENETRATIONS

.40" SOUND ATTENUATING MAT ANDFLOOR PRIMER. MAXXON ENKASONIC HPSYSTEM OR APPROVED EQUAL.

7/8" STL FURRING CHANNEL

TJI or OPEN WEB - SEE STRUCTURAL.

34"

2-HOUR FIRE RATEDUL DES L538

STC: 51 MINIIC: 72 MIN W/ CARPET 51 MIN W/ PARQUET WOOD FLOOR

THREE LAYERS 3" THERMAFIBERSAFB SOUND ATTENTUATIONFIRE BATT - 9" TOTAL


VENEER PLASTER ON 2 LAYERS 5/8"FIRECODE GWB. FASTEN GWB TOCHANNEL ONLY, DO NOT FASTEN GWBTO JOIST.

USG RC-1 CHANNEL PERPENDICULARTO JOISTS, 16" OC.

FLOOR JOIST @ 16" O.C. -TRUSJOIST SYSTEM OR APPROVED EQUAL(MIN 9 1/2" "I" JOIST)SEE FRAMING DRAWINGS

SEE

STRU

CTUR

AL23

8"JO

IST

DEP

TH

311

2"=1'-0"

TYPICAL FLOOR CONSTRUCTION TYPE 2

1 LAYERS 5/8" FIRECODE GWB.

138"


TOP OFSUBFLOOR



1" MAXXON SYSTEM GYP-CRETESELF-LEVELING TOPPING SLAB.40" SOUND ATTENUATING MAT ANDFLOOR PRIMER. MAXXON ENKASONIC HPSYSTEM OR APPROVED EQUAL.

34"


STC: 51 MINIIC: 72 MIN W/ CARPET 51 MIN W/ PARQUET WOOD FLOOR





FLOOR JOIST 2x10 @ 16" O.C.SEE FRAMING DRAWINGSSE

E ST

RUCT

URAL

238"

JOIS

T D

EPTH

3A11

2"=1'-0"

TYPICAL FLOOR CONSTRUCTION TYPE 3A

1 LAYERS 5/8" FIRECODE GWB.

138"


TOP OFSUBFLOOR



1" MAXXON SYSTEM GYP-CRETESELF-LEVELING TOPPING SLAB.40" SOUND ATTENUATING MAT ANDFLOOR PRIMER. MAXXON ENKASONIC HPSYSTEM OR APPROVED EQUAL.

34"






FLOOR JOIST 2x10 @ 16" O.C.SEE FRAMING DRAWINGSSE

E ST

RUCT

URAL

118"

JOIS

T D

EPTH

611

2"=1'-0"

FLOOR CONSTRUCTION TYPE 6

118"


TOP OFSUBFLOOR


.40" SOUND ATTENUATING MAT ANDFLOOR PRIMER. MAXXON ENKASONIC HPSYSTEM OR APPROVED EQUAL.


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WINDOW TYPESALL INSULATED GLASS1" TEMPERED UNITS / LOW E / ARGON GAS FILLED SPACE

8'-0"

8'-2

"

3'-0

"

2'-4" 2'-4"

AB

8'-2

"

C

DE

CLAD WOOD WINDOWSBY MARVIN OR EQUAL

FIXEDGL

FIXEDGL

FIXEDGL

FIXEDGL

3'-0"

3'-0

"

3'-4"9'-0"

3'-0

"

2'-4" 2'-4"

FIXEDGL

FIXEDGL

4'-4"

FIXEDGL

FIXEDGL

FIXEDGL

FIXEDGL

OUTSWINGCASEMENT

4'-0"

OUTSWINGCASEMENT

SILL MIN 3' ABOVE FIN. FLR@ OPERABLE WINDOW

FIN. FLOOR

8'-2

"

FIXEDGL 3'

-0"

3'-0"

OUTSWINGCASEMENT

8'-2

"

8'-0"

5'-1

0"

2'-4" 2'-4"

FIXEDGL

3'-4"

FIXEDGL

FIXEDGL5'

-10"

2'-4"

FIXEDGL5'

-10"

4'-0"

FIXEDGL

8'-2

"

FIXEDGL 3'

-0"

4'-0"

FIXEDGL

CEILING

6'-8"

8'-2

"

FIXEDGL

FIXEDGL

FIXEDGL

3'-0"

3'-0

"

7'-10"

8'-2

"

FIXEDGL

FIXEDGL

FIXEDGL

3'-0"

3'-0

"

FGH

5'-1

0"

3'-0"

FIXEDGL

JKLM

SIM OPP HAND

8'-2

"

3'-0

"

3'-0"

OUTSWINGCASEMENT

N

5'-4

1 2"

SILL MIN 3' ABOVE FIN. FLR@ OPERABLE WINDOW

FIN. FLOOR

CEILING

SILL MIN 3'ABOVE FIN. FLR@ OPERABLEWINDOW

FIN. FLOOR

CEILING

2 22

2222

22222

WINDOW NOTES

1. FENESTRATION U-FACTOR SHALL MEET OR EXCEED ZONE 5 CODEREQUIREMENT OF .30.

2. WINDOWS SHALL BE BY MARVIN WINDOWS OR APPROVED EQUAL.

3. WINDOWS 2nd FLOOR AND ABOVE ARE BASED ON MARVIN"INTEGRITY" WOOD-ULTREX SERIES.

4. DELETED

5. FIXED GLASS UNITS:5.1. PERFORMANCE:

1" INSULATED UNITS, 14" TEMPERED GLASS, 12" SPACE 90%ARGON FILLED. PPG SOLARBAN 70 XL STARPHIRE LOW E #2.U=.21; SC=.31; SHGC=.27

5.2. PRIOR TO FABRICATION, FIELD VERIFY ALL DIMENSIONS ANDACTUAL OPENINGS, AS CONSTRUCTED.

2.3. FABRICATION AND ERECTIONS SHALL BE IN ACCORDANCEWITH REVIEWED SHOP DRAWINGS.

6. PROVIDE SCREENS AT ALL OPERABLE WINDOWS.

7. PROVIDE ON-SITE MOCK UP OF ALL WINDOW AND DOOR TRIMDETAILS FOR OWNER'S APPROVAL PRIOR TO PROCEEDING WITHORDERING AND FABRICATION.

8. PROVIDE WINDOW AND DOOR DETAILING AS REQUIRED BYBUILDING CODE, MANUFACTURERS OF PRODUCTS USED, BUILDINGCONDITIONS AND AS INDICATED. ADJUST DETAILS AS REQUIREDFOR EXTERIOR STRAPPING, EXTERIOR FINISH MATERIAL, EXTERIORINSULATION AND ANY OTHER CONSTRUCTION ITEM WHICH MAYMODIFY THE OVERALL WALL THICKNESS, WHETHER INDICATED ORNOT. PROVIDE HEAD, JAMB AND SILL EXTENSIONS WHEREREQUIRED, WHETHER INDICATED OR NOT.

9. SEE BUILDING ELEVATIONS FOR WINDOW UNIT LOCATIONS.

10. DESIGN INTENT:A. GLAZED FRAME UNITS FLOOR TO CEILING.B. OPERABLE WINDOWS WHICH CONFORM WITH DIMENSIONAL

REQUIREMENTS FOR EMERGENCY RESCUE AND ESCAPE WINDOWSAT BEDROOMS AND WHERE INDICATED.

C. AT OPERABLE UNITS, PROVIDE SILL AT MINIMUM 3'-0" ABOVEFINISH FLOOR, SO THAT OPENING NEED NOT BE RESTRICTED.

11. UNIT DIMENSIONS SHALL BE ADJUSTED AS REQUIRED BY FIELDCONDITIONS AND ACTUAL OPENING DIMENSIONS. CONTRACTORSHALL FIELD VERIFY ROUGH OPENINGS IN FIELD AS REQUIRED.

VAPOR RETARDERON WARM SIDEOF INSULATION

INSULATION ASSPECIFIED

EXTERIOR SIDING

EXTERIOR SHEATHING

VAPOR PERMEABLEEXTERIOR AIR BARRIER

EXTEND VAPORRETARDER ON ALLSURFACES OF THEOPG, FOR FULLOPG DEPTH.

W.R.GRACEVYCOR PLUS

SELF-ADHERED FLASHING

TYP AT ALL OPGSINSTALL PER

MANUFACTURER'SINSTRUCTIONS

DOOR, WINDOW OROTHER ITEM

AS INDICATED

APPLIES TO ALL OPENINGS IN EXTERIOR WALL

INSULATE ALLGAPS (TYP)

C1

C2A

178"

FIBER CEMENTPANEL SYSTEM

CONTINUOUS VAPORPERMEABLE AIR /WEATHER BARRIER

VAPORRETARDER

APPROVEDWINDOW SYSTEM

2"

2"

ALUM PNLHOR BAND


PTD WDSILL & TRIM

2A0.3

WINDOW HEADERFLUSH W FRAMING- SEE STRUCTURAL

INSULATE ALL GAPS

ALUM PNL

C2

APPROVEDWINDOW SYSTEM

C2A

PTD WD SILL& TRIM

FLASHING

PLYWD SHEATHING


2"

VAPORRETARDER

ALL INSULATED GLASS1" TEMPERED UNITS / LOW E / ARGON GAS FILLED SPACE DOOR TYPES

E01MAIN ENTRYDOOR ASSEMBLY

O.H. SECTIONAL GARAGE DOOR

7'-0

"

2"

2"2"

E05

7'-0

"

FIXED 1" INSUL GL (TYP)

SGD6' X 7'

7'-0

"

1" INSUL GL

3'-0"

2" FRAMETYPICAL

8'-10"

6'-0"

1" INSULGL

E06

7'-0

"

8'-2

"

FIXED 1" INSUL GL

SGD6' X 7'

6'-10"

E02

18'-0"

1'-0"MIN CLEARANCEON PULL SIDE

4'-2"

8"

4" 4"

4"

SAFETYGL

SEE BUILDING ELEVATIONSFOR DOOR LOCATIONS

6'-0"

EO7 SIM OPP HAND

7'-0

"

8'-2

"

E04

100 MAX SQ. IN.FIRE RATEDSAFETY GLASS

3'-1

0"2'

-1"

4"6"

3'-0"

2" HMFRAME

GLAZING (TYP)

E03

E10

2" HMFRAME

6"

2'-0

"3'

-11"

1'-0"

MAN DOOR @ GARAGE

E11 E08

7'-0

"

8'-2

"

FIXED 1" INSUL GL

SGD6' X 7'

8'-0"6'-0"

3'-4"

7'-2

"

3'-4"

7'-2

"

2" HMFRAME

E09

3'-4"

7'-0

"

1st FLR

INT LANDING

FIXEDGL

9'-3

1 2"

3'-0

"

2'-0"

FIXEDGL

SOLID PNL FORINTERCOM.SET AT HEIGHTAS REQ'D FORAPPROVEDINTERCOM

1" INSUL GL

8'-1

"

22

22

2

DOOR NOTES

1. DWELLING UNIT MAIN ENTRY DOORS SHALL BE FIRE RATEDSOLID WOOD PANEL DOOR. ASSEMBLY SHALL BE FIELDPAINTED, COLOR SELECTED BY ARCHITECT.

2. NEW INTERIOR WOOD DOORS SHALL BE 1 3/4" THICK SOLIDCORE DOORS.

3. PROVIDE RATED DOOR ASSEMBLIES IN PARTITIONS REQUIREDTO BE RATED INCLUDING BUT NOT LIMITED TO TENANTSEPARATION, CORRIDORS AND STAIRWAYS.

4. CONTRACTOR SHALL EMPLOY THE SERVICES OF A QUALIFIEDHARDWARE CONSULTANT AND PREPARE A COMPLETEHARDWARE SCHEDULE. SUBMIT SCHEDULE TO ARCHITECT.SUBMIT SAMPLES OF EACH ITEM OF HARDWARE PROPOSED FORUSE.

5. DOOR FENESTRATION U-FACTOR SHALL MEET OR EXCEEDZONE 5 CODE REQUIREMENT OF .30.

6. PROVIDE ON-SITE MOCK UP OF ALL TRIM DETAILS FOROWNER'S APPROVAL PRIOR TO PROCEEDING WITH ORDERINGAND FABRICATION.

7. PROVIDE COMPLETE WEATHER STRIPPING PACKAGE AT ALLEXTERIOR DOORS.

8. PROVIDE ACOUSTIC SEALS AT ALL UNIT ENTRY DOORS.

9. PROVIDE CLOSER AT BUILDING ENTRANCE DOORS AND ASREQUIRED AT FIRE-RATED DOORS.

10. PROVIDE HARDWARE AS REQUIRED BY DOOR CODE-REQUIREDFIRE-RATING.

11. PROVIDE WINDOW AND DOOR DETAILING AS REQUIRED BYBUILDING CODE, MANUFACTURERS OF PRODUCTS USED,BUILDING CONDITIONS AND AS INDICATED. ADJUST DETAILSAS REQUIRED FOR EXTERIOR STRAPPING, EXTERIOR FINISHMATERIAL, EXTERIOR INSULATION AND ANY OTHERCONSTRUCTION ITEM WHICH MAY MODIFY THE OVERALL WALLTHICKNESS, WHETHER INDICATED OR NOT. PROVIDE HEAD,JAMB AND SILL EXTENSIONS WHERE REQUIRED, WHETHERINDICATED OR NOT.

LOCATION / COMMENTS

EXTERIOR DOOR ASSEMBLY SCHEDULEASSEMBLY

NO.

E01

DOOR OPGDIMS (1)

HGTWIDTH

7'-0"

E02

FIRERATING

E03

18'-0" 7'-0"

ALUM/GLASS

DOORS 134" THICK UNLESS OTHERWISE NOTED

THRESHOLD

7'-0"

MAIN ENTRY

GARAGE DOOR W/ AUTOMATIC OPERATOR

CLOSER

WD/GLASSHM/GLASS

E04 STAIR No .1 AT BASEMENT.PROVIDE INSULATED DOOR

ALUM

ALUM

ALUM

E05 CLAD WOOD/GLASS

E08

"MAN DOOR" AT GARAGE.PROVIDE INSULATED ASSEMBLY

SLIDING GLASS DOORS AT FRONT UNIT BALCONIES

YES3'-0"

3'-0"

YES

6'-0"

(1) DOOR DIMENSION, SEE DOOR ASSEMBLY TYPES FOR OVERALL ASSEMBLY NOMINAL DIMENSION

MATERIAL

DOOR FRAME

ALUM

WOOD

HM

7'-0"3'-0" HM/GLASS HM 90 MIN

B-LABEL

7'-0"

E06 6'-0" 7'-0"

E07 6'-0" 7'-0"

6'-0" 7'-0"

ALUM

YES

YES

E09

ALUM

ALUM

SLIDING GLASS DOORS AT REAR UNIT BALCONIES

E10 7'-0"3'-0"

7'-0"3'-0"

HMHM

HMHM

ALUM

ALUM

ALUM

YES

YES

ROOF ACCESS DOORPROVIDE INSULATED ASSEMBLYELEV MACHINE ROOM, PROVIDE INSULATEDASSEMBLY

90 MINB-LABEL

E11

STAIR No .2 AT 1st FLOORPROVIDE INSULATED DOOR7'-0"3'-0"

ALUM/GLASS ALUM ALUM

A0.4DOORS &WINDOWS

3"=1'-0"3"=1'-0"AIR BARRIER AND VAPOR RETARDER TYP.AT OPENINGS: JAMB, HEAD, SILL1

3"=1'-0"

3

4 23"=1'-0"



AMP




HEAD - TYPICAL

SILL - TYPICALJAMB - TYPICAL

OWNER

SURVEYOR



OWNER'S CONSULTANTS







16-297


AMP/WAP


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STAMP

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DATE

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DWG. NO.

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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GROUND FLOOR PLAN

L1

L3

L2

L4

L C

AR

C

gov

COMPACT SPACE 7'-0" x 18'-0"

WTR/SPRKR

N

(1) PROVIDE COPPER PANS AT TUBS AND SHOWERS.(2) PROVIDE COPPER DRAINED OVERFLOW PAN BELOW WASHING MACHINES.(3) UNLESS OTHERWISE NOTED, WALLS AND CEILINGS VENEER PLASTER ON FIRE-RATED BLUEBOARD

WALLS

PTD

SPACE FINISH SCHEDULE GROUND FLOORSPACE NAMENO. BASEFLOOR

TYPECEILING(3)

E WS

PTDPTD

(3)

8'-6"

HGTREMARKS

GWB PTDGARAGE VT

STAIR NO. 1

PORC. TILE PORC. TILE

PTD

MECH. ROOM

MECH / SPRK RM.

A C

ELEVATOR

CONC

ELEVATOR

VT

VT

NWALLS

PTD

SPACE FINISH SCHEDULE FIRST FLOORSPACE NAMENO. BASEFLOOR

TYPECEILING(3)

E WS

PTDPTDPTD

(3)

HGTREMARKS

GWB PTDENTRY

LIVING ROOM

CLOSETS

CER.TILE

PTD

WOOD

WOOD

WOOD


UNIT 1&UNIT 2

WOOD

DINING ROOM WOOD WOOD

BEDROOMS


WOOD WOOD

BATHROOMS CER.TILE

CER.TILE

CER.TILE

KITCHEN WOOD WOOD


PORC. TILE PORC. TILEELEVATOR.

PTD PTDPTD PTD

MECH / WD WOOD WOOD

STAIR WAY 1 GWBPTD

PLAM. PLAM. PLAM. PLAM. PLAM.

CORRIDOR

SPACE FOR VEHICLEMANUEVERABILITY

STANDARD SPACE 8'-6" x 20'-0"

B

PRE-CAST CONCRETELAGGING RETAINING WALLSEE GEOTECHNICALCONSULT. DWGS. ES-1 & ES-2

STEE

L BE

AM A

BOVE

A B C

11'-0"20'-3"

20'-

2"10

'-0"

24'-

2"10

'-8"

19'-

0"19

'-6"

15'-

0"

1

2

3

4

6

5

4'-238"

UP

STEE

L BE

AM A

BOVE





35'-9"

7'-0

"

5'-038"

BA3.2

CA3.2

1/8" = 1'-0"1/8" = 1'-0"

CANTILEVERWING ABOVE

PROPERTY LINE (TYP)

PRO

PERT

Y LI

NE

(TYP

)



A3.2B

CA3.2

AA3.1

AA3.1

DA3.3

DA3.3

S1.11

S1.11

125'

-0"

BRACED WALL PARTITION (BWP):

ATTACH SHEATHING BOTH SIDES W/SCREWS 4" O.C. AT PERIMETER OFEACH SHEET, AND 8" O.C. IN FIELD

CONC

CONC

8'-5"

LEGEND

W1

GRAPHIC SCALE IN FEET0 4 8 16

PLAN NORTH

EXISTING SITE INFORMATION TAKEN FROM"SITE PLAN" BY BOSTON SURVEY, INC.

3'-6

"3'-

0"

RETAININGWALL

9'-9

"18

'-0"


DRIVEWAY

GARAGE

11'-4

3 4"

19'-

814"

UP

STEPS UP TOBACK YARD

MIN

TUR

NING

RAD

IUS

LANDSCAPE


3'-4

"

LANDSCAPED REAR YARD

SEE CIVIL DWGS FOR STORMWATER RETENTION SYSTEM

5'-6

"

4.1

NEW 3' DOOROPG

NEW 18' OHDOOR OPG. CUTFOUNDATIONAS REQUIRED

EA3.4

EA3.4

VEST.

4'-658"

EXIST. CURB CUTAA3.1

DA3.3

EXISTEL.16'-6"

15'-0"3'-3"

6'-0

"13

'-0"

STAIRWAY 1

PAVED

UP

18'-6" (MIN)

RL

ELEC

RL3'-4

"

5'-0

"

3'-0

"7'

-6"

5'-0

"5'

-0"

4'-0

"9'

-5"

9'-5

"

SLO

PIN

G F

LOO

R

DN

9'-5

"3'

-1"

E01

E02

E03

E04

FIRST FLOOR PLAN1/8" = 1'-0"

FIRST FLOOR PLAN

UNIT No.11,542±SF

L1

L3

L2

L4

L C

AR

C

gov

UPDN

11'-0"

11'-0"3'-3"

BALCONY

LIVING

CORR.

1

AA3.1

B CA

2

3

4

6

5

A3.2B

CA3.2

DRO

PPED

BEA

M A

BOVE

7'-878"

BALC

DRO

PPED

BEA

M A

BOVE

RL

6'-9

"

LIVING

FRAMING RADIUS 20'-3"

UNIT No.21,415±SF

HALLWAY 1

5'-0

"


DRO

PPED

BEA

M A

BOVE

PRO

PERT

Y LI

NE

(TYP

)

BA3.2

CA3.2

AA3.1

DA3.3

DA3.3

W2

W2

W2

W24

W1

1A6.1

1A6.1

UP


DRO

PPED

BEA

M A

BOVE

514"

MASTERBATH

VAN20x36

9'-312"

8'-3"

VAN20x36

3'-2

"

CL

DN

MASTERBEDROOM

KITCH

BATH

BEDROOM 2

MECH -W/D

CL

CLOS

2'-1

"

MASTERBATH

VAN20x48

BATH

SHOWER36x48

VAN20x48

MECH

W1

BEDROOMMIELEWASHERDRYERSTACK

W/D

SHEL

VES

/ BU

ILT-

INS LIN

WET BAR

HALLWAY 1

MIELEWASHERDRYERSTACK

COATS

PAN.

MASTERBEDROOM

EXTERIOR STAIRTO GRADE

BEDROOM 1

9'-034"

10'-

1"

CL

STAIRWAY 1

STAIR WAY 2

5'-0

"

CL

4.1

20'-

2"10

'-0"

24'-

2"10

'-8"

19'-

0"19

'-6"

15'-

0"5'

-6"

8'-0"

EA3.4

EA3.4

5'-2

1 2"5'

-01 2"

11'-512"

15'-

8"2'

-6"

6'-6

"

KITCH.

PANTRY

5'-0

"5'

-0"

3'-0

"

4'-7

"

7'-6

"

3'-4

"

3070

9'-0"

7'-0" 7'-0" 4'-9"

2'-6

"7'

-10"

5'-0

"

4'-5

5 8"

8'-6

"

4'-0

"

15'-234"

E05

E06

E07

E08

E09

A CB

8'-9" 8'-3"

10'-1012" 8'-0"

OPG C.L. DIMS

WALL LAYOUT DIMS7'-7"

3'-8"

10'-0"

RL

EL.18'-0"

EL.17'-6"

EL.17'-6"

SLOPING WALKWAY SLOPE NTE 1:20 16'-9"

16'-5.5"17'-0"

1A3.4

1A1.3

2A1.3

5.9

6"

1.1

6"

B.9

6"

B.9

6"

B.9

B.9

5.9

1.1

6"6"

SLOPE ROOF TO DRAIN

CL

CL

1470

W2


W24

4

4

1A3.4

4

COAT CL

5A7.1

7A7.1

2A5.1

1A5.1

1A7.1

CORR

VESTIBULE

CORRIDOR

VINYL(1) JOHNSONITE "CUBIS"LANDINGS, TREADS, RISERS

VINYLSTAIR (1)

7'-6"

4'-0"

7'-8" to 8'-8"

8'-8"

8'-8"

PTD PTDPTD PTD

GWBPTD

GWBPTD

GWBPTD

P-LAM P-LAM P-LAM P-LAM P-LAM

VINYL(1) JOHNSONITE "CUBIS"LANDINGS, TREADS, RISERS

VINYLSTAIR (1)

STAIR WAY 2

WOOD WOOD

7'-5"

8'-5"

7'-5"

8'-10"

8'-10"

8'-5"

5'-8

"

3070

3070

3070

3070

3070

3070

POCKET3070

3070 3070

PR1670PR1670

POCKET3070

POCKET3070

POCKET3070

3070

4

4

WD COL1-HR RATED

2666


AMP

GROUND FLOOR &1st FLOOR PLAN

AMP

A1.1

16-297






08.28.17 ADD 1 FULL SIZE CAR SPACE

05.18.18 REVISE ELEV'S FOR BPDA

04.03.19 FOR PERMIT

OWNER

SURVEYOR



OWNER'S CONSULTANTS







RAISE BLDG / BPDA03/19/201RAISE GR FLR TOEL 17'-6" / RE-ISSUE05/15/202

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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ROOF PLAN

SLO

PE R

OO

F IN

SULA

TIO

M 1

/4"

per

FO

OT

6" dia DOWNSPOUT6" dia DOWNSPOUT

24" x 36"SYNTHETICWALKING PADS

ROOFTOPCONDENSERS

NO PARAPET ATCANTILEVERED WINGS

2

3

4

6

5

1

B CA

ELEVATORMACHINEROOM OVERELEVATORHOISTWAY

ELEVATOR MACHINE ROOM:FIRE RATED 2 HRS.MIN INTERIOR DIMS:5'-9" x 5'-9" X 7'-6" HGTDOOR: 3'x7'-0"

DN

PARAPET

PARAPET

1/8" = 1'-0"

PROPERTY LINE (TYP)

PRO

PERT

Y LI

NE

(TYP

)

STEPS ASREQUIREDAT DOOR

VENT ELEVATOR HOISTWAY ANDMACHINE ROOM PER CODE

STAIR AND ELEVATOR:MIN R-21 AT WALLS, R-49 AT ROOFS

A3.2B

CA3.2

BA3.2

CA3.2

AA3.1

AA3.1

DA3.3

DA3.3

8'-1

1"

7'-9"

1A6.1

1A6.1

1A6.1

3

3

A6.1

3A6.1

3A6.1

A6.1

3A6.1

1A0.3

BRISE SOLIELEQUALLYSPACED

SPACE FINISH SCHEDULE SECOND & THIRD FLOORS

UNIT No.31,200±SF

UNIT No.41,750±SF

BEDROOM

BEDROOM11'6 x 11'4155±SF

DRO

PPED

BEA

M A

BOVE

SECOND FLOOR PLAN

CORR.

L1

L3

L2

L4

L C

AR

C

gov

STAIRWAY 1

7'-1112"

MASTERBEDROOM250 ±SF

B CA

BALCONY

2

3

4

6

5

1

11'-512"

8'-0"

16'-

103

4"

7'-6

1 2"

7'-4"

2'-2

"

FRAME RADIUS 23'-2"

11'-0"

7'-878"


514"

LIVING

HALLWAY 1


BALC

15'-258"3'-3" 9'-07

8" 11'-0"

1/8" = 1'-0"

UPDN

DRO

PPED

BEA

M A

BOVE

DRO

PPED

BEA

M A

BOVE

DRO

PPED

BEA

M A

BOVE

PROPERTY LINE (TYP)

PRO

PERT

Y LI

NE

(TYP

)

BA3.2

CA3.2

A3.2B

CA3.2

AA3.1

AA3.1

DA3.3

DA3.3

BRACED WALL PARTITION (BWP):

ATTACH SHEATHING BOTH SIDES W/SCREWS 4" O.C. AT PERIMETER OFEACH SHEET, AND 8" O.C. IN FIELD

W1

S1.11

W2

W1

W2

4

W1

GRAPHIC SCALE IN FEET0 4 8 16

PLAN NORTH

EXISTING SITE INFORMATION TAKEN FROM"SITE PLAN" BY BOSTON SURVEY, INC.

1A6.1

LIVING

CL

MASTERBATH

CL

MECHBATH

STACKEDMIELEW/D

SHOWERBASE36x66

KITCHEN

HALLWAY

CL

4

23'-11"

DN

UP

14'-

6"

MASTERBEDROOM

VAN20x36

9'-312"

8'-3"

VAN20x36

3'-2

"

MASTERBEDROOM 2

26'-

10"

COATS

10'-

6"

MASTERBATH 2

BATH

MASTERBEDROOM 1

UNIT No.51,626±SF

UNIT No.61,305±SF

LIVING

DRO

PPED

BEA

M A

BOVE

THIRD FLOOR PLAN

7A7.2

CORR.

L1

L3

L2

L4

L C

AR

C

gov

7'-1112" MASTER

BEDROOM

B CA

BALCONY

2

3

4

6

5

1

11'-512"

8'-0" 7'-6

1 2"

7'-4"

FRAME RADIUS 23'-2"

7'-878"


LIVING

ENTRY


BALC

15'-258"3'-3" 9'-07

8" 11'-0"

1/8" = 1'-0"

CL

2'-1

"COATS

UPDN

DRO

PPED

BEA

M A

BOVE

DRO

PPED

BEA

M A

BOVE

DRO

PPED

BEA

M A

BOVE

PROPERTY LINE (TYP)

PRO

PERT

Y LI

NE

(TYP

)

BA3.2

CA3.2

A3.2B

CA3.2

AA3.1

AA3.1

DA3.3

DA3.3

W1

W2

W2

W1

4

W1

1A6.1

1A6.1

20'-

0"

DN

CL/STOR

514"

MASTERBATH

VAN20x36

9'-0"

8'-3"

VAN20x36

3'-2

"

CL

BATH

MASTERBEDROOM

6'-1

0"

MIELEWASHERDRYERSTACK

BEDROOM

PANTRY /MECH /W-D

KITCH

MASTERBATH

VAN20x48

BATH

4

BEDROOM

KITCH

5'-0

"

SHOWER36x48

VAN20x48

11'-8"

4'-8"

SHEL

VES

/ BU

ILT-

INS

5'-0

"

8'-6

"3'

-0"

WET BAR

CL

CL L.

CL

SHOWER 36x60

LMASTERBATH 1

PANTRY/MECH /W-D

WET BAR

STAIRWAY 1STAIR

WAY 1

STAIRWAY 2

STAIRWAY 2

PR 1870

1870

CLMIELEWASHERDRYERSTACK

W/D

LIN

COAT CL

MECH

20'-

2"10

'-0"

24'-

2"10

'-8"

19'-

0"19

'-6"

15'-

0"

10'-

0"24

'-2"

20'-

2"10

'-8"

19'-

0"25

'-0"

15'-

0"

2'-2

" 11'-0"

4.1

1A6.1

5'-6

"

5'-6

"

3'-8

"

4.1

5'-6

"

1A6.1

5'-2"

3070

3070 PR2070 PR2070

3070 3070

9'-0"

EA3.4

EA3.4

EA3.4

EA3.4

EA3.4

EA3.4

33' =

1/3

DIA

GO

NAL

DIM

ENSI

ON

OF

AREA

SER

VED

4'-4

"

KITCH

3070

ALIGN WINDOWSWITH FLOOR BELOW

ALIGN WINDOWS WITH FLOOR BELOW

4'-0

"

PANTRY

E05

E06

E07

E08

E05

E06

E07

E08

E10

E11

A CBA CBA CB

3'-9"

11'-512" 7'-7"

3'-8"WALL LAYOUT DIMS

9'-312"18'-101

2" 7'-5"

3'-8"

B.9

B.9

B.9

B.9

B.9

B.9

5.9

1.1

5.9

1.1

5.9

1.1

6"6"6"

6"

CL 1470CL 1470

W2W2

3

W2

W2

W2

W2COAT CL

2A5.2

1A5.2

UNIT SUMMARY

UNIT INTERIOR UNIT AREA

TYPE TOTALCOMMENT

UNIT 1 2-BEDROOM

UNIT AREA BALCONY

UNIT 2 3-BEDROOM

UNIT 3 2-BEDROOM

FLR

1

2UNIT 4

UNIT 5

UNIT 63

3-BEDROOM

2-BEDROOM

2-BEDROOM

NO.

1,542 67 1,609

1,415 62 1,477

1,200

1,750

67

67

62

62

1,626

1,305

1,267

1,812

1,693

1,367

NWALLS

PTD

SPACE NAMENO. BASEFLOORTYPECEILING(3)

E WS

PTDPTDPTD

(3)

HGTREMARKS

GWB PTDENTRY

LIVING ROOM

CLOSETS

CER.TILE

PTD

WOOD

WOOD

WOOD


UNIT 1&UNIT 2

WOOD

DINING ROOM WOOD WOOD

BEDROOMS


WOOD WOOD

BATHROOMS CER.TILE

CER.TILE

CER.TILE

KITCHEN WOOD WOOD


PORC. TILE PORC. TILEELEVATOR.

PTD PTDPTD PTD

MECH / WD WOOD WOOD

STAIR WAY 1 GWBPTD

PLAM. PLAM. PLAM. PLAM. PLAM.

CORRIDOR

8'-5"

PTD PTDPTD PTD

GWBPTD

GWBPTD

GWBPTDVINYL

(1) JOHNSONITE "CUBIS"LANDINGS, TREADS, RISERS

VINYLSTAIR (1)

STAIR WAY 2

WOOD WOOD

7'-5"

8'-5"

7'-5"

8'-10"

8'-10"

8'-5"

WD COL1-HR RATED

ALIGN FINISH

WD COL1-HR RATED

3070

POCKET3070

3070

3070

3070

3070

3070

307030703070

PR1670PR1670 PR1670PR1670

POCKET3070

3070

3070

POCKET3070

POCKET3070

POCKET3070

POCKET3070

44



AMP

2nd & 3rd FLOOR PLANS,ROOF PLAN

AMP

A1.2

16-297






OWNER

SURVEYOR



OWNER'S CONSULTANTS







04.03.19 FOR PERMIT


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STAMP

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ISSUE / REVISION

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NO.

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DATE

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DRAWING

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DWG. NO.

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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A B C

11'-0"20'-3"

10'-

0"

PROPERTY LINE (TYP)50'-0"

LANDSCAPE

VEST.

EXIST. CURB CUT

AA3.1

DA3.3

EXISTEL.16'-6"

15'-0"3'-3"

6'-0

"

PAVED WALKWAY

5'-0

"5'

-0"

DN

3'-1

"

E01

4'-2

"18'-0"

25'-0"

SLOPING WALKWAY SLOPE NTE 1:20 16'-9"

EXIST16'-5.5"

17'-0"

BA3.2

1

1.1

BA3.2

STEEL BEAMABOVE

PARKING

B.9

6"

PRO

PERT

Y LI

NE

(TYP

)

SIDEWALK

DNLEVELLANDING

5'-1

0"

4'-0"6'-3"

CONCRETE WALK,LANDING AND STEPS

CRUSHEDSTONE

GRANITECURB

PAVEDDRIVEWAY

DN

US MAILBOXES

INTERCOM

FACP

ROOF OVERENTRANCE

SLOPE UP - SEECIVIL DWGS FORELEVATIONS

CONC S.O.G.NOM. EL. 17'-6"CONTRACTORPROVIDE SLOPE TODRAIN AS REQUIRED

2

16'-4"

20'-

2"15

'-0"



INFILL CONCOPG. SEALJTS

LANDSCAPERETAININGWALL

9'-9

"


STEP

UP


NEW OPG AT EXISTFOUNDATION FOR

MAN DOOR

UP

18'-6"(MIN)

RLRL

3'-4

"

6

5.9

DA3.3

AA3.1

5

6"

E03

A B B.9 C

3'-3" 15'-0" 20'-3"6"

11'-0"

3'-4

"3'

-0"

3'-6

"

CONC WALKEL. 18'-0"

NEW OPG AT EXISTFOUNDATION FORGARAGE DOOR

EL. 17'-7"

WOODSTAIR

GRADE ATFOUNDATIONEL. 17'-6"

EL.17'-6"

STAIR LANDINGCOL ON CONCFTG (TYP)

CONC S.O.G.EL. 17'-6"

CONTRACTORPROVIDE SLOPE TODRAIN AS REQUIRED

PROPERTY LINE (TYP)

PRO

PERT

Y LI

NE

(TYP

)

PRO

PERT

Y LI

NE

(TYP

)

PERIMETERRETAININGWALL

WD WALK ATLEVEL OFREAR YARD

AREA DRAIN -SEE CIVIL

CRUSHEDSTONE

STEEL BEAMABOVE

1A3.4

LOWER CLGFOR STAIRLANDINGABOVE

2

2

LANDSCAPED REAR YARD

SEE CIVIL DWGS FOR STORMWATER RETENTION SYSTEM

WAP

ENLARGED PLANS

AMP

A1.3

16-297






OWNER

SURVEYOR



OWNER'S CONSULTANTS







1/4" = 1'-0"

F R O N T Y A R D P L A N

1/4" = 1'-0"

R E A R Y A R D P L A N1

2

03/19/20

03/19/20

RAISE BLDG / BPDA(1ST ISSUE)RAISE GR FLR TOEL 17'-6" / RE-ISSUE05/15/202

1

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STAMP

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ISSUE / REVISION

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DATE

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NO.

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PROJECT

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DRAWN

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CHECKED

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DATE

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DRAWING

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DWG. NO.

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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EAST

6th

ST.

9'-1

0"9'

-10"

9'-1

0"

3'-6

"

RETAINIING WALL,VERIFY EXISTING

CONDITION ASREQUIRED

ELEV HOISTWAYMACHINE ROOMVENT PER CODE 1

A0.3SIM

ROOFTOPCONDENSERS

T.O. SLAB EL 17'-6"

STAIRDOOR

GARAGE

OWNER REPORTED WATERAT ELEV. 7'-0" ON 01.17.2019

ELEVATOR PIT BEYOND

1'-0" OF GRAVELUNDER FOOTINGS

1'-0" OF GRAVELUNDER FOOTINGS

1'-0" OF GRAVEL UNDER ELEVATOR PIT FOOTING.INSTALL METALLIC WATERPROOFING, SUBMIT SHOPDRAWINGS AND SAMPLES PRIOR TO INSTALLATION

7'-0" ELEVATORDOOR BEYOND

ENCASED STEEL COL (TYP)ALL COLS AND BEAMSFIREPROOFED AND ENCLOSED

WATER FOUND AT ELEV. 7'-0"

FRO

NT

LOT

LIN

E

REAR

LO

T LI

NE

1'-3" THICK FTG.W/ (6) -5# EW BOT @ HSS4x4x1/4" COLUMN

B.O. FOOTINGHIGH EL. 9'-0"

1 2 3 4 5 6

GR FLOOREL. 17'-6"

9'-8

"

TOP OFFOUNDATIONEL. 18'-3"

10'-0" 24'-2" 10'-8" 19'-0" 19'-6" 15'-6"

FRO

NT

LOT

LIN

E

20'-2"

WATER FOUND AT ELEV. 7'-0" WATER FOUND AT ELEV. 7'-0"

W16x50 BEYONDW24x104 BEYONDW12x65 BEYONDW12x22 BEYOND

STAIRWAY BEYOND

W24x68 BEYOND

ELEVATOR PIT EL. 5'-9"

B.O. FTG EL. 4'-6"ABANDON / REMOVEORIGINAL FOOTING

B.O. FOOTINGLOW EL. 7'-0"

T.O. FOOTING EL. 8'-9"

BOTTOM OF FOOTING AT LEFT SIDE BEYOND.AT ELEVATOR, MATCH BOTTOM OF FOOTINGELEVATION PROVIDE SLOPE TRANSITIONS PERTYPICAL DETAILS

BEAM ENCLOSUREBEYOND (TYP)

GWB BEAMENCLOSUREBEYOND (TYP)

BA3.2

BA3.2

CA3.2

STAIRWAYHEADHOUSE

ELEVATORMACHINE ROOMOVER ELEVATORHOISTWAY

ELEVMACHROOMDOOR

DWELLINGUNIT 1

DWELLINGUNIT 2

BEDROOMHALLWAY

BATH

LIVING

LIVING

LIVING

SLOPED ROOF TO DRAIN14 INCH PER FOOT

CA3.2

4

STANDING SEAMLEAD COATED COPPERPANELS

BRISE SOLEIL

1S1.1

1S1.1

AVG GRADEEL. 16.77'

OLD BASEMENT SLABHIGH EL. 11'-0"

VERIFY EXISTINGT.O.FOUNDATION

CEC-PROPOSED GRADEEL 18'-6"

BREAK UP / REMOVEORIGINAL FLOOR SLAB

EA3.4

XA3.X

3'-6

"3'

-6"

BALCONY

BALCONYBATH

BATH4

HALLWAY KITCHEN

DWELLINGUNIT 3

DWELLINGUNIT 5

CANTILEVEREDLVL BEAM

4.1

CANTILEVEREDLVL BEAM

LINE OF GARAGE DOOR BEHIND

MASTERBATH 1

WETBAR

KITCHEN

PANTRY

DWELLINGUNIT 4

HALLWAY BEDROOM

BEDROOM

4

4CL

DWELLINGUNIT6

HALLWAY

HALLWAY

HALLWAY

KITCHEN

HALLWAY

HALLWAY

DOORTO STAIR

DOORTO STAIR

5'-6"4'

-11"

MACH RM ROOF

8'-5

"

2A0.3

2A0.3

2A0.3

712

SGD

SGD

GL TRANSOM

SHELVES

SHELVES

SHELVES

2A0.3

2A0.3

2A0.3

1A0.3

4A0.3

1A0.3

39'-

11"

BUIL

DIN

G H

EIG

HT

DO

ES N

OT

EXCE

ED 4

0' (Z

ON

ING

CO

DE

COM

PLIA

NT)

GL TRANSOM

LINE OFADJACENTDRIVEWAY

NEW COLFOOTING

1'-3" THICK FTG.W/ (6) -5# EW BOT @HSS 4x4x1/4" COLUMN

CONC WALK NEXT TOBUILDING EL. 18'-0"

EXIST GRADE VARIESEL ±18.5' TO ±19.5'

BALCONY

SGD

GL TRANSOM

E07

E07

E07

7'-6" CLG

DOORTO STAIR

WHEEL BLOCK (TYP)

ELEV MACH RMEL. 61-7"

1st FLOORT.O. PLYWDEL. 27'-2"

2nd FLOORT.O. PLYWDEL. 37'-0"

3rd FLOORT.O. PLYWDEL. 46'-10"

ROOFT.O. PLYWDEL. 56'-8"

5.9

6"

1.1

6"

LANDSCAPERETAINING WALL

SLOPEDWALKWAY

3

1

GRAPHIC SCALE IN FEET8 1640



AMP/WAP

SECTION A

AMP

A3.1

16-297






OWNER

SURVEYOR



OWNER'S CONSULTANTS







FTG ELEVATIONS02/14/19

B U IL D I N G S E C T I O N A1/4" = 1'-0"

A

04/03/19 FOR PERMIT


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ISSUE / REVISION

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DATE

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NO.

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DESCRIPTION

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DRAWN

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CHECKED

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DATE

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DRAWING

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DWG. NO.

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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A B C

7'-1

"

SID

E LO

T LI

NE

SID

E LO

T LI

NE


9'-1

0"9'

-10"

AA3.1

AA3.1

DA3.3

DA3.3

SLOPINGDRIVEWAY

T.O. FOUNDATIONEL. 18'-3"

CANTILEVEREDWING BEYOND

LIVINGKITCHEN

BALCONY

MASTERBEDROOMLIVING

ELEVATORMACHINE ROOMOVER ELEVATORHOISTWAY BEYOND

STEP DOWNFOOTING ATELEVATORPIT BEYOND

STEP DOWNFOOTINGBEYOND

W2

SIM:DECKINGOVER EPDM


BRISE SOLEIL 3A6.1

BREAK UP / REMOVEEXIST CONC

9'-1

0"9'

-8"

ORIG BASEMENTHIGH EL. 11'-0"

LIVING

DWELLINGUNIT 3

DWELLINGUNIT 3

DWELLINGUNIT 1

DWELLINGUNIT 1

PARKING

KITCHEN

DWELLINGUNIT 5

DWELLINGUNIT 5

2A0.3

2A0.3

2A0.3

2A0.3

2A0.3

2A0.3

1A0.3

BALCONY


1A0.3


1A0.3

BALCONY

1A0.3

1A0.3

4A0.3

VESTIBULE

ROOF T.O. PLYWDEL. 56'-8"

T.O. CMUEL. 18'-3" 1'

-4"

T.O. FTGEL. 16'-11"5

A0.3

AZEK PANELS

E05

E05

E05

CANTILEVEREDWING BEYOND

C

C

B.9

T.O PARAPET

3'-0

"

FIRE PARTITION TOUNDERSIDE OF DECKABOVE (TYP)

6"20'-3"15'-0"3'-3" 11'-0"

3AA0.3

W14

GR FLOOR EL. 17'-6"




INSULATED SLABAND SLAB EDGES

A B C

1'-0"

SID

E LO

T LI

NE

SID

E LO

T LI

NE


9'-1

0"9'

-10"

9'-1

0"9'

-8"

AA3.1

AA3.1

DA3.3

DA3.3

ELEVATORMACHINE ROOMOVER ELEVATORHOISTWAY

KITCHEN MASTERBEDROOM

LIVING


STEP DOWNFOOTINGBEYOND

W2

W1


3A6.1


SLOPINGDRIVEWAY

DWELLINGUNIT 1

ELEVATORSHAFT BEYOND

BREAK UP / REMOVEEXIST CONC

2-HR FIRERATED EXITACCESS

CL

1

DWELLINGUNIT 3

LIVING

DWELLINGUNIT 5

HALL WAYBEYOND

HALL WAYBEYOND

HALL WAYBEYOND

CLOSETDOORUNIT

DOOR

PANTRYDOOR

PARKING

KITCHEN

CANTILEVEREDWING BEYOND (TYP)

2A0.3

2A0.3

2A0.3

4A0.3

1A0.3

1A0.3

W2

3'-0

"

T.O PARAPET

8'-2

1 2"

VESTIBULE

2A0.3


KITCHEN

PANTRYDOOR

B.9

FIRE PARTITION TOUNDERSIDE OF DECKABOVE (TYP)

6"20'-3"15'-0"3'-3" 11'-0"

INSULATED SLABAND SLAB EDGES

SLOPEINSULATIONTO DRAIN

4

3AA0.3

5A0.3

R-38 MIN




GR FLOOR EL. 17'-6"

T.O. FOUNDATIONEL. 18'-3"




AMP/WAP

SECTIONS B & C

AMP

A3.2

16-297






OWNER

SURVEYOR



OWNER'S CONSULTANTS







FOR PERMIT

B U IL D I N G S E C T I O N C1/4" = 1'-0"

C B U IL D I N G S E C T I O N B1/4" = 1'-0"

B

04.03.19


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ISSUE / REVISION

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DATE

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NO.

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PROJECT

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DRAWN

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CHECKED

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DATE

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DRAWING

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DWG. NO.

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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1234

10'-8" 24'-2"19'-0"19'-6" 10'-0"

56

15'-0"

FRO

NT

LO

T LI

NE

ORIG BASEMENT


9'-1

0"9'

-10"

9'-8

"

B.O. FOOTINGLOW EL. 7'-0"

ELEC-MECH

W16x50 BEYOND

ELEV PIT EL. 5'-9"

ELEVATORDOOR

ELEVATORDOOR

STAIRWAYDOOR

CORRIDOR

CORRIDOR ELEVATORDOOR

ORIG ELEVATORPIT EL. 5'-9"

B.O. FTG EL. 4'-6"

CORRIDOR

W24x104 BEYOND

7'-8

"

BA3.2

1S1.1

CA3.2

BA3.2

CA3.2

STAIRWAYDOOR

STAIRWAYDOOR 1

S1.1

7'-8

"

MASTERBEDROOM

3'-0

"

T.O. PARAPET EL. 59'-8"

STAIRWAYHEADHOUSE

ELEVATOR MACHINE ROOMOVER ELEVATOR HOISTWAY

LIVING

KITCHEN

ELEV SHAFT VENTPER CODE

BRACE PARAPET ASREQUIRED

SLOPED ROOF TO DRAIN14 INCH PER FOOT

2-HR RATED FLOOR

2-HR RATED EXITENCLOSURE

4


13'-

0"UN

DER

SID

E O

F H

OIS

T BE

AM IN

ELEV

ATO

R H

OIS

TWAY

BEY

ON

D

1'-0

1 2"

TOP OF ELEVATORHOISTWAY BEYOND

8x24 HOIST BEAM+ 4 1/2" CLEARANCE

3A6.1

3A6.1

PARKING

4

ABANDONEXISTINGFOOTING

ABANDONEXISTINGFOOTING

BEDROOMCLOSET /STORAGE

4'-9"

LINE O

F 6'-8" M

IN

HEADROOM AT STAIR

STAIRWAY 21-HR FIRERATED

LINE O

F 6'-8" M

IN

HEADROOM AT STAIR

7'-7"

7'-7"

HALLWAY

CLOSETDOOR

DWELLINGUNIT 2

DWELLINGUNIT 4

HALLWAY

13'-11"

NEW COLFOOTING

1'-0

"

4.1

5'-6"

DOOR TOUNIT 6

EA3.4

EA3.4

4'-1

1"


ENTRY EL 18'-0

DWELLINGUNIT 3

STAIRWAY 21-HR FIRERATED

712

612"

HOIST BEAM BEYOND

2A0.3

2A0.3

SIDEWALK

2A0.3

2A0.3

2A0.3

SINGLE PLY ROOFINGON RIGID INSULSLOPED TO DRAIN

5'-4"

ELEVATORDOOR

39'-

11"

BUIL

DIN

G H

EIG

HT

DO

ES N

OT

EXCE

ED 4

0' (Z

ON

ING

CO

DE

COM

PLIA

NT)

AVGGRADEEL. 16.77'

STAIRWAYDOOR

8'-2

1 2"

VESTIBULE / MAIL 8'-1

5 8"

9'-1

0"

KITCHEN

8'-7

5 8"

DWELLINGUNIT 5

DWELLINGUNIT 1

3A A0.3

7'-6

"

OPEN TOBEYOND

OPEN TOBEYOND

1st FLOOR

GROUND FLRA0.35

A0.3

CUT DOWN EXISTFOUNDATION ASREQ'D FOR DOORAND SLAB INSUL.

SLAB BREAK & EDGEOF SLAB INSUL ATEDGE OF THERMALLYCONDITIONED SPACE(TYP)

NEW ELEVATORPIT EL. 12'-6"

ALL PARTITIONS ATALL STAIRS SHALL BEFIRE PARTITIONS TOUNDERSIDE OF DECKABOVE (TYP)

THRESHOLDEL. 18'-0"

A0.34

A0.3

SPRINKLERACCESSDOOR

4'-0

"

SLOPING FLOOR 1:26

STAIRCONTINUESBEYOND,2 RISERS

GROUND FLR EL 17'-6"

8'-2

34"

1.1

6"

5.9

6"

8'-2

1 2"

ROOFT.O. PLYWDEL. 56'-8"

4

4

13'-11" 5'-4"

7'-8

78"

4'-7"

512"

4

4

4

5A7.1

1

2-HR RATED EXITENCLOSURE

MAIL AND FACP

W1

STAIR 2CONTINUESBEYOND AS

EXTERIORSTAIR,

8'-5

"

ELEV MACHRM ROOF

13'-0" 6'-0"







AMP/ WAP

BUILDINGSECTION D

AMP

A3.3

16-297






OWNER

SURVEYOR



OWNER'S CONSULTANTS







FOR PERMIT

B U IL D I N G S E C T I O N D1/4" = 1'-0"

D

04.03.19


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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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A B C

1'-0"

8'-2

1 2"

SID

E LO

T LI

NE

SID

E LO

T LI

NE



9'-1

0"9'

-10"

9'-1

0"9'

-8"

1'-7

1 2"

AA3.1

AA3.1

DA3.3

DA3.3

DRIVEWAY

CANTILEVEREDWING

BEDROOM LIVING

PARKING


EXIT FOOTINGBEYOND VIF

W2

3A6.1

KITCHEN

STAIR 2

T.O. FOUNDATIONAS-BUILT EL. 18'-3"

7'-1

"

7'-0

"

DWELLINGUNIT 2

STAIR 2

KITCHEN

DWELLINGUNIT 4

STAIR 2BEYOND

DWELLINGUNIT 6

KITCHEN

LIVING

LIVING

1A0.3

2A0.3

2A0.3

2A0.3


BREAK UP / REMOVEORIGINAL FLOOR SLAB

SLOPEINSULATIONTO DRAIN

B.9

T.O. FOUNDATIONAS-BUILT EL. 18'-3"

NEW COLFOOTING

6"20'-3"15'-0"

WHEEL BLOCK (TYP)

3'-3" 11'-0"

R-38 MIN

W2

6A6.2




GR FLOOR EL. 17'-6"

4A0.3

6

B.O. FOOTING LOW EL. 7'-0"

4'-7"

1st FLOOR

GROUND FLR

2 EQ RISERS

5.9

INT. LANDING

1'-0

"

2A0.3

6"EXT. LANDING

3'-6"

(2) 24" DEEP LVLCUT TO FLUSHBOTTOM W/ 2x10's

2 LAYERS 58" F.C. GWBON 2x10's 16" OC.

STAIRWAY 21-HR FIRERATED ADJACENT

FLIGHT OFSTAIRS

6A0.3




WAP

SECTION E

AMP

A3.4

16-297






OWNER

SURVEYOR



OWNER'S CONSULTANTS







B U I L D I N G S E C T I O N E1/4" = 1'-0"

ES E C T I O N at R E A R S T A I R1/4" = 1'-0"

1

RAISE BLDG / BPDA(1ST ISSUE)03/19/20

03/19/20

1RAISE GR FLR TOEL 17'-6" / RE-ISSUE05/15/202

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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9'-1

0"9'

-10"

9'-1

0"

39'-

11"

AZEK ONE PIECEPAINTED SPANDREL,DO NOT SPLICE (TYP)

FOUNDATION BELOW GRADE

BALCONY

BALCONY

PRO

PERT

Y LI

NE

PRO

PERT

Y LI

NE

PRO

PERT

Y LI

NE

CAP FLASHING ON BUILT-UPAZEK CORNICE (TYP)

DRIVEWAY

A

6'-0" WOOD SLATPRIVACY FENCEBY OWNER

A

A

CB

3'-3" 15'-0" 20'-9" 11'-0"

APPROX GRADE AT SIDEWALK

ROOF

ORIG BASEMENT EL. 11'-0"

CANTILEVERED WINGSBEYOND

B.O. ORIG FTG EL. 9'-0" V.I.F.

OWNER REPORTED WATER AT ELEV. 7'-0" ON 01.17.2019

AVG GRADE EL. 16.77'

BUIL

DIN

G H

EIG

HT

DO

ES N

OT

EXCE

ED 4

0' (Z

ON

ING

CO

DE

COM

PLIA

NT)

ELEVATORMACHINE ROOMOVER ELEVATORHOISTWAY BEYOND

AA3.1

AA3.1

DA3.3

DA3.3

BRISE SOLIEL

W2

2nd FLOOR

1st FLOOR

3rd FLOOR

A

10'-

2"

WHITE CEDAR SHINGLES5" EXPOSURE STAINEDCOLOR SELECTION BY

ARCHITECT

WHITE CEDAR SHINGLES5" EXPOSURE STAINEDCOLOR SELECTION BYARCHITECT (TYP)

CLAD WOOD DOORS /WINDOWS BY MARVINOR EQUAL (TYP)

AZEK PAINTEDSPANDREL (TYP)

FENCE BY OWNER

VERTICAL CEDARSHIP-LAP SIDING STAINED

BALCONYB

B

B

K

JJ

E01

E05

39'-

8"BU

ILD

ING

HEI

GH

T AB

OVE

GRA

DE

PLAN

E (B

UILD

ING

CO

DE)

E05

E05

GROUND FLR EL. 17'-6"

C

C

B.9

HIGH POINT OFDRIVEWAY BEYOND

GUARD RAILING @WALKWAY BESIDEDRIVEWAY

STEPS UPTO ENTRY SLOPED

WALK TOENTRY

SLOPED WALKWAYAT BUILDING

ENTRYEL. 18'-0"




AMP/WAP

FRONT ELEVATION

AMP

A4.1

16-297






OWNER

SURVEYOR



OWNER'S CONSULTANTS







1/4" = 1'-0"

F R O N T E L E V A T I O N

FOR PERMIT04.03.19RAISE BLDG / BPDA03/19/201RAISE GR FLR TOEL 17'-6" / RE-ISSUE05/15/202

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DWG. NO.

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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BUILT-UPAZEK CORNICE

AZEK ONE PIECEPAINTED SPANDREL,DO NOT SPLICE

PRO

PERT

Y LI

NE

PRO

PERT

Y LI

NE

CLEA

R H

EIG

HT

(THESE WINDOWSSHOWN ON AN ANGLE)

EAST

6th

ST.

1 2 3 4 5 6

2nd FLOOR

1st FLOOR

ROOF

3rd FLOOR

OWNER REPORTED WATER ATELEV. 7'-0" ON 01.17.2019

B.O. FTG EL. 9'-0"

ORIG BASEMENT

ORIGINAL STEPFOOTING

B.O. FTG EL. 7'-0"

10'-0"

DRIVEWAY

EL. 17'-0"

BA3.2

BA3.2

CA3.2

CA3.2

CLAD WOOD SGD BYMARVIN OR EQUAL

1A6.1

1A6.1

EL. 17'-6"

DRIVEWAYHIGHPOPINTEL. 17'-10"

EL. 18'-6"EL. 17'-6"

56'-0"38'-10"

24'-2" 10'-8" 19'-0" 19'-6" 15'-0"

BALCONY

INSULATED OHSECTIONAL DOOR

DA3.4

DA3.4

8'-2

34"

GROUND FLREL. 17'-6"

STAIRWAY & MACHINEROOM HEADHOUSE BEYOND

VERTICAL CEDARSHIP-LAP SIDING STAINEDCOLOR SELECTION BYARCHITECT



WHITE CEDAR SHINGLES5" EXPOSURE STAINEDCOLOR SELECTION BY

ARCHITECT

EXIST EL.16'-5" VIF

EXTERIOR EGRESSSTAIR BEYOND SEEREAR ELEVATIONDWG A4.4

E

4.1

2'-6"

BALCONY

BALCONY

E

E

EE

ED

D

D

M

H

H

H E08

E02 E03

E08

E08

E09

E10CAP FLASHING ON BUILT-UPAZEK CORNICE (TYP)

5'-6"

5.9

6"

1.1

6"

RAILING @ WALKWAYBESIDE DRIVEWAY

DRIVEWAY GRADES INDICATED ARENOMINAL, PROVIDE POSITIVE SLOPETO DRAIN. SEE CIVIL DWGS.




AMP

RIGHT SIDE ELEVATION

AMP

A4.2

16-297






OWNER

SURVEYOR



OWNER'S CONSULTANTS







R I G H T S I D E E L E V A T I O N1/4" = 1'-0"


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DATE

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DRAWING

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DWG. NO.

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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CLAD WOOD DOORS/ WINDOWS BYMARVIN OR EQUAL

PRIVACY FENCEBY OWNER

PRO

PERT

Y LI

NE

PRO

PERT

Y LI

NE

WOOD SLATPRIVACY FENCEBY OWNER

2nd FLOOR

3rd FLOOR

1st FLOOR

RETAINING WALL

B.O. FTGEL. 7'-0"

RETAINING WALLSEE GEOTECHNICALCONSULT.DWGS. ES-1 & ES-2VERIFY AS REQUIRED

ABC

DRIVEWAY

AA3.1

AA3.1

DA3.3

DA3.3

GR FLOOREL. 17'-6"

3'-3"15'-0"20'-3"11'-0"

VERTICAL CEDARSHIP-LAP SIDING STAINED

COLOR SELECTION BYARCHITECT

WHITE CEDAR SHINGLES5" EXPOSURE STAINED COLORSELECTION BY ARCHITECT


ROOF

EXTERIOR STAIR OF NON-COMBUSTIBLEor WOOD CONSTRUCTION, SET BACK 10'FROM SIDE LOT LINE

AVG REAR YARDEL 18'-6"

G

E09

N

STAIR 2 INTERIORLANDING T.O.PLYWDEL. 26'-2"

CONC WALKEL 18'-0"

6'-8" VERTICAL CLEAR DIMENSIONFROM EDGE OF EXTERIOR STAIRTREAD LINE TO OPEN WINDOW

TWO INTERIOR7" MAX RISERS

EXTERIOR LANDINGEL. 25'-8"

6"

1'-0

"



4'-9" 7'-0" 7'-0"

GRADEAT BLDGEL 17'-6"

BOTTOM OF STEPSEL 17'-6"

LONG BOTTOMTREAD TO MATCHEL. OF REAR YARD

EL 18'-6"

B.9

6"

6"


7'-2

"13

EQ

RIS

ERS

1A3.4

1A3.4

G G

G G G

G G

6"




AMP

REAR ELEVATION

AMP

A4.3

16-297






OWNER

SURVEYOR



OWNER'S CONSULTANTS







R E A R E L E V A T I O N1/4" = 1'-0"


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DATE

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DWG. NO.

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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RETAINING WALLSEE GEOTECHNICAL CONSULT.DWGS. ES-1 & ES-2

PRO

PERT

Y LI

NE

FRO

NT

PRO

PERT

Y LI

NE


6'-0" WOOD SLATPRIVACY FENCEBY OWNER

6 5 4 3 2 1

ORIGINAL ELEVATOR PITEL. 5'-9"

B.O. ELEVATOR PIT FTG EL. 4'-6"

ELEVATORSHAFTBEYOND

B.O. FTG EL. 9'-0"

B.O. FTG EL. 7'-0"

ORIGINAL STEP WALL FOOTINGS,VERIFY IN FIELD AS REQUIRED

LINE OF ORIGINALSLOPING BASEMENTFLOOR SLAB BEYOND

EAST

6th

STR

EET

B.O. WALL FTG NEARELEVATOR PIT EL. 5'-0"

2nd FLOOR

1st FLOOR

ROOF

3rd FLOOR

GR FLOOR

GRADE EL. 17'-6"

BA3.2

BA3.2

CA3.2

CA3.2

1A6.1

1A6.1

1st FLOOR

2nd FLOOR

ROOF

3rd FLOOR

15'-0" 24'-2"10'-8"19'-0"25'-0"

4.1

5'-6"

STAIRWAY &ELEVATOR MACHINEROOM HEADHOUSE

ELEV SHAFT VENTPER CODE


EA3.4

EA3.4

WHITE CEDAR SHINGLES5" EXPOSURE STAINEDCOLOR SELECTION BYARCHITECT

BASEMENT STORY WALL AREA = 918±SF X 15% =137 SF OPENINGS ALLOWED.

22'-0" 7'-6" 3'-0"

L L M M

F

F

F

2'-6"


GR FLR

1.1

6"6"

5.9

M M

ENTRY

ENTRY

G

G

G

G G

G G

G G




AMP/WAP

LEFT SIDE ELEVATION

AMP

A4.4

16-297






OWNER

SURVEYOR



OWNER'S CONSULTANTS







L E F T S I D E E L E V A T I O N1/4" = 1'-0"


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DWG. NO.

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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1-1/4"∅HANDRAIL

STAIR 1

3'-8

"

STAI

R W

IDTH

STAI

R W

IDTH

3'-8

"

1'-11"

1'-0"

CORRIDOR

2'-0

"5'

-8"

512"

1'-0"

CLEAR LANDING WIDTH

1'-11"

138"

ELEVATOR BASED ONOTIS GEN2 3500#

L1L3

L2L4

L CARC

gov

3070

B-LA

BEL

4'-2"

512"

6'-5"7 T @ 11"

1'-5"

19'-0" 512"

17 EQ R

214"

214"

B

3070

B-LA

BEL

4"

DN

UP 18 EQRISERS

CLOSET

1-HR FIRE RATED CORRIDOR

2-HR FIRE RATEDSTAIRWAY

1'-0

"

SHELVES

2'-7"

THRESHOLD

THRESHOLDTHRESHOLD

A

2 3 419'-0"10'-8"

1'-5"

COATS

MECH

5'-5

1 2"

6A

6

THRE

SHO

LD

THRE

SHO

LD

3070FIRE RATED

3070FIRE RATED

4

8"

SHELVES

SHELVES

WALLS TOUNDERSIDE OFDECK ABOVE

W2

4

4

6

6

F

DA3.3

DA3.3

DWELLINGUNIT 1

DWELLINGUNIT 2

DWELLING

4'-018"

5'-814"

5'-618"

ALIGN

3070

B-LA

BEL

FRONTSTAIR #1

EGRESS

STAI

R W

IDTH

3'-7

1 2"

UP 17EQ RISERS =±9'-10"


L1L3

L2L4

L CARC

gov

7'-4"

9"

1'-4

5 8"

10'-8"

1'-0"

INSULMIN R-13

CONT INSULMIN 13.3

B

A

2 3

STEEL BEAM ABOVE

19'-0"

7'-1

112"

1'-0"

STEEL BEAM ABOVE

RISERS ABOVE -FIRE RATE 2-HRS TOSEPARATE UNDER-STAIRUSE FROM STAIRWAY

INSULMINR-20

512"

BOLLARD &GUARD (TYP)

VESTIBULE

1-1/4"∅HANDRAIL

8T @ 11"


4

THRESHOLD

3070

B-LA

BEL

124'-2"

E01

6'-8"2'-9"9'-5"9'-5" 4'-0"

4"

4'-6

" MIN

CLE

AR

6"3'-0"

5'-8"

THRE

SHO

LD

8'-11"

6'-6

"

7'-5

1 8"

8" CMU orCONC BASE.T.O. MASONRY@ EL. 18'-3"

1'-0"

SLOPING FLOOR SLOPE NTE 1:25

512"

QUARTZ CAP

MECHANICAL /ELECTRICAL

SPRINKLER,WTR MTR

19'-0"

1.16"

E04

4

4

4

5

54

4

3070

B-LA

BEL

W2MMMM

PARKING

PARK

ING

5'-5

1 2"51

2"51

2"8"

1-HR FIRERATED STLCOLUMN

6'-0"

6

6

THRESHOLD

THRESHOLD

6'-4

5 8"

TO F

ACE

OF

CMU

TO F

ACE

OF

STUD

13'-0" 6'-038"

3'-1

134"

3'-1

134"

CL STAIRWAY

UP EL.17'-6"EL.18'-0"

UPPERLANDING

LOWERLANDING CORRIDOR /

ELEVATORWAITING

EL.17'-6"

EL.17'-6"INTERCOM

MAIL FACP

BA3.2

DA3.2

CA3.2

CA3.2

DA3.3

DA3.3

2

FRAMING DIM

1-HR FIRERATED STLCOL (TYP)

8

NTE

PTD MC12x10.6STRINGER (TYP)

7"

11"

2"

CONCRETEPAN TREAD

WITH WW MESH

FINISH AS SPECIFIED

4"

ANCHOR TOSTRUCTURE (TYP)

PTD MC12x10.6STRINGER AT LANDINGEDGE BETWEEN STRINGERS

5x5 TUBEWIDTH OFLANDING

3"

1'-0

"

1'-0

"

4"3"

5"

WW MESH

2 LAYERS5/8" GWB

ON MTLFRAMING

218"

2 LAYERS5/8" GWBON MTLFRAMING



WALL SURFACE

SEALANT



AMP AMP

A5.1

16-297






OWNER

SURVEYOR



OWNER'S CONSULTANTS







FOR PERMIT04.03.19

S T A I R 1 G R O U N D F L O O R P L A N1/2" = 1'-0"

S T A I R 1 1st F L O O R P L A N1/2" = 1'-0"

2

1

STAIR DETAIL (WD STAIR SIM)3

STAIR DETAIL (WD STAIR SIM)4

RAISE BLDG / BPDA03/19/201

STAIR 1FLOOR PLANS


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DATE

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DRAWING

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DWG. NO.

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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1-1/4"∅HANDRAIL

STAIR 1

3'-8

"ST

AIR

WID

THST

AIR

WID

TH3'

-8"

1'-11"

1'-0"

CORRIDOR

7'-1

112"

512"

1'-0"

1'-11"

138"


L1L3

L2L4

L CARC

gov

3070

B-LA

BEL

4'-018"

512"

5'-618" 7'-4"

8 T @ 11"

1'-5"

19'-0" 512"

18 EQ R

214"

214"

B

DN

UP 18 EQRISERS

CLOSET

DWELLINGUNIT 4



1'-0

"

2'-7"

THRESHOLDTHRESHOLD

A

2 3 419'-0"10'-8"

6"

5'-5

1 2"

6A

6

THRE

SHO

LD

THRE

SHO

LD

3070FIRE RATED

3070FIRE RATED

4

8"

SHELVES

SHELVES


W2

4

4

6

6

F

PANTRY/MECH /W-D

DWELLINGUNIT 4

DWELLINGUNIT 3

DWELLINGUNIT 3

LINENSHOWER

6"

ALIGN

PR 1670

PR 1670

DA3.3

DA3.3

CLEAR LANDING WIDTH

1-1/4"∅HANDRAIL

STAIR 1

3'-8

"ST

AIR

WID

THST

AIR

WID

TH3'

-8"

1'-11"

1'-0"

CORRIDOR

7'-1

112"

512"

1'-0"

1'-11"

138"


L1L3

L2L4

L CARC

gov

3070

B-LA

BEL

4'-018"

512"

7'-4"8 T @ 11"

19'-0" 512"

18 EQ R

214"

214"

B

DN

UP 20 EQRISERS

CLOSET



1'-0

"

2'-7"

THRESHOLDTHRESHOLD

A

2 3 419'-0"10'-8"

6"

5'-5

1 2"

6A

6

4

8"

SHELVES

SHELVES


W2

4

4

6

6

F

PANTRY/MECH /W-D

DWELLINGUNIT 6

DWELLINGUNIT 5

DWELLINGUNIT 5 SHOWER

3070

B-LA

BEL

THRESHOLD

4

8"4"

SHELVES

ALIGN

THRE

SHO

LD

3070FIRE RATED

PR 1670

PR 1670

DA3.3

DA3.3

8 T @ 11"

1'-5"

6"

CLEAR LANDING WIDTH

5'-618"

"XYPEX"WATERPROOFING

9'-1

0" MAIN STAIR NO.1

9'-1

0"

3'-0

"

ELEVATOROVERHEAD

COORDINATEEXACT SHAFTHEIGHT WITHAPPROVEDELEVATOROVERHEADREQUIREMENT

13'-

0"CL

EAR

HEI

GH

T BA

SED

ON

OTI

S G

EN2

ELEV HOISTWAYVENT PER CODE

FLAT ROOF2% SLOPE

UNIT 5

ELEVATORHOISTWAY

2 3 4

4A0.3

3A0.3

TYP

2A0.3

1A0.3

1A0.3

SIM

6

4

WATERMTR /SPRINKLER

GRAPHIC SCALE IN FEETORIGINAL SCALE 1/4"=1'-0"

420 1 3 8

19'-0"10'-8"

UNIT 3

UNIT 1

9'-1

0"9'

-10"

9'-1

0"9'

-8"

2ndFLOOR

ROOF

3rdFLOOR

1stFLOOR

6

5

GROUND FLOOREL. 17'-6"

PARKING

UNIT 2

PARKING

HOIST BEAM

ELEVATOR PIT

5'-0

"

ELEVATORMACHINEROOM

UNIT 4

UNIT 6

MACH RM ROOF

7'-7

"


4'-1

1"

ELEVPIT

ORIGELEVPIT

8'-5

"

9'-1

0"

3'-1

112"

LINE O

F 6'-8" M

IN HEADROOM AT STAIR

10'-

11"

LINE O

F 6'-8" M


LINE O

F 6'-8" M


20 EQ RLIN

E OF 6

'-8" MIN HEADROOM AT ST

AIR

3'-0

"3'

-0"

3'-0

"3'

-6"

LINE OF 6'-8" MIN HEADROOM AT STAIR

12 7

1A0.3

SIM

R-10 EDGE-OF-SLABINSUL DEPTH =2'-0"

REMOVE ORIGFLOOR SLAB

ORIG. PITFOUNDATIONTO REMAIN

COMPACTED FILLAS REQUIRED

8

18 E

Q R

18 E

Q R

17 E

Q R

19 E

Q R

4

W1

CURB ATDOOR

3'-6

"

TOTAL R-49

6A

5A0.3

3'-0

"3'

-0"

3'-0

"

3'-0

"



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S T A I R 1 2nd F L O O R P L A N1/2" = 1'-0"

S T A I R 1 3rd F L O O R P L A N1/2" = 1'-0"

S T A I R 1 S E C T I O N1/4" = 1'-0"

1

23


03/19/20

1RAISE GR FLR TOEL 17'-6" / RE-ISSUE05/15/202

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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BANK RUN SAND &GRAVEL BACKFILL

GRACE PROCOR FLUID APPLIEDMEMBRANE INTO FACE OF

WALL EXTENDED FROM GRADETO BOTTOM OF FOOTING

1.5" RIGID INSULATION R=7.5

1 1/2"=1'-0"WALL SECTION

6 MILPOLYETHYLENE (TYP)

R-5 RIGIDINSULMIN 6" TAMPEDCRUSHED STONE

6" TAMPED CRUSHEDSTONE.

"R-30" INSULATION INTHE FIRST 24" (MIN)

"R-30" INSULATION INTHE FIRST 24" (MIN)

3rd FLOOR

PARKING

1st FLOOR

2nd FLOOR

"R-30" INSULATION

MILL FINISH ALUMIN. CAPFLASHING TYP.

@ ROOF PERIMETER

FINISH MATERIAL AS SPECIFIED

5/8" CDX EXT. SHEATHINGOVERLAP FOUNDATION 1" MIN.

AIR BARRIER - TYVEK

60 mil FULLY-ADHERED EPDM ROOFMEMBRANE, PITCH MIN. 1 / 4 " PER FOOT

2A0.3

2A0.3

2A0.3

1A0.3

4A0.2

3'-0

"

ROOF

9'-8

"

BANK RUN SAND & GRAVEL BACKFILL

GRACE PROCOR FLUID APPLIEDMEMBRANE INTO FACE OF WALL

EXTENDED FROM GRADE TOBOTTOM OF FOOTING

1.5" RIGID INSULATION R=7.5

2 3/4"=1'-0"DETAIL @ FOUNDATION W/ SLABCONDITION

6 MILPOLYETHYLENE (TYP)

MIN 6" TAMPEDCRUSHED STONE

6" TAMPED CRUSHEDSTONE.

1st FLOOR2 2x6 PT SILLS SECURE W/

SIMPSON STRONGTIE HD5AHOLDDOWNS OR EQUAL

APPROVED BY ARCHITECTPER SEISMIC CODE REQ.

1/2" DIA. GALV.ANCHOR 6'-0" o.c.

SILT SCREEN ANDCRUSHED STONE BACKFILL

4" PERFORATEDPVC FOUNDATION

DRAINDRAIN SHALL BE

PLACED AT 45% ANGLETO EDGE OF FOOTING

GRADE VARIES

STUCCO COLORTO BE SELECTED

BY ARCHITECT

SEE STRUCTURALDRAWINGS FOR

CONCRETE WALL,FOOTINGS &

REINFORCINGBARS

BASEMENTOR CRAWL SPACE

see plans for specifics

5/8" TYPE "X" GWB. HORIZONTAL PTD.R-19 BATT INSULATION2 x 6 WOOD STUDS @ 16" o.c.

3/4" T&D PLYWOOD DECKING (TYP)3/4" T&G WOOD FLOORING OR TILE(see finish schedule for specific condition)

1 x 4 WOOD BASE W/ CONTIN. BLOCKING

1 x 8 TRIM W/ CONTIN.METAL FLASHING

1 1/2" PERIMETER INSULATIONEXTEND MIN 2'-0" BELOW GRADE

2A0.3

FIBER CEMENT CLAPBOARDSIDING - PAINTED

HARDIE PLANK - SMOOTH SIDE OUT

5/8" CDX EXT. SHEATHINGOVERLAP FOUNDATION 1" MIN.

AIR BARRIER - TYVEK

TOP OF CONC.G

RAD

E VA

RIES

SEE

SITE

PLA

NS

"R-30" INSULATION

5A0.3

GR FLOOR

3 3/4"=1'-0"WALL SECTION @ ROOF CONDITION

3 / 4" P.T. T&G PLYWOOD DECKING

TAPERED RIGID INSULATION: MIN. 3"

1/2" CDX EXT. SHEATHING

MILL FINISH ALUM CAPFLASHING ON 5/4" AZEK, TYP.

@ ROOF PERIMETER

APPROVED WINDOW SYSTEM -SEE ELEVATIONS FOR TYPE

AND DIMENSIONS

ROOF T.O. PLYWD EL. 56'-8"

60 mil FULLY-ADHERED EPDM ROOFMEMBRANE, PITCH MIN. 1 / 4 " PER FOOT

1A0.3

BUILD FULL SIZEMOCK-UP FORARCHITECT'SAPPROVAL

5/4" TYPE X DENSGLASSWITHIN 10' OF PROPERTY LINE

3'-0

"

5/4" AZEK PANEL PAINTED

6"1'

-0"

GARAGE DOOR ELEVATION

WALL SECTION 4

1st FLOORT.O.PLYWDEL. 27'-2"

8'-2

1 2"

INSUL R-30

SECTIONAL O.H. DOOR

NEW PAVEDDRIVEWAY

4.2

STL BEAM HEADER &STL COL. IN WALL

9"

4"7"

PARGEDCONCRETE

AZEKTRIM

WHITECEDARSHINGLESSTAINED

AZEKTRIM

VERT. CEDARBOARDSSHIPLAP

1'-8

"7'

-51 2"

9"

9'-8

"

APPROXIMATE VERTICALDIMENSIONS OF TRIMBOARDS, ADJUST INFIELD AS REQUIRED TOPROVIDE INDICATEDAND REQUIREDALIGNMENTS

SINGLE MEMBRANEROOFING ON SLOPETO DRAIN

WOOD DECKING ATSAME ELEVATION ASINTERIOR FLOOR

CANTILEVERED LVL's,SEE STRUCTURAL

1x6 T&G MAHOGANY,STAPPING, 58" FC GWB,12" PLYWOOD

TOP OFFOUNDATIONEL. 18'-3"

GARAGEEL. 17'-6"

ADD FRAMING ASREQUIRED FOR LEVELINTERIOR FLOOR

CONTINUOUSVAPOR PERMEABLEAIR BARRIER

TYPICAL FINISHFLOOR SYSTEM

GARAGEEL. 17'-6"

2

2

2

2





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A6.1WALL SECTIONS

FOR PERMIT04.03.19


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FAX: (617) 426-0939

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6"

7'-0

"1'

-25 8"

UNIT 102

INSUL R-30

CONTINUOUSAIR/WEATHER BARRIERON SHEATHING (TYP)

SECTIONAL O.H. DOOR

NEW PAVED DRIVEWAY

PKG DRIVEWAY

C

SID

E LO

T LI

NE

7'-9"

CANTELEVER OVER DRIVEWAY

6"

8'-2

5 8"

INSUL R-30


NEW PAVED DRIVEWAYEL. VARIES - SEE CIVIL

PKG DRIVEWAY

C

7'-9"

TOP OF (EXIST)FOUNDATIONEL. 18'-3"

TOP OF (EXIST)FOUNDATIONEL. 18'-3"


PROJECTING WING OVER GARAGE DOOR

B.9 B.9

RECESSED LIGHT FIXTURE

W2W2

W1

CANTELEVERED BEAMS

2A0.3

2A0.3

WALL SECTION 5WALL SECTION 6

SID

E LO

T LI

NE

3'-3" 3'-3"

9'-8

"


GARAGE EL. 17'-6"

9'-8

"


GARAGE EL. 17'-6"

2

2

2

2



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A6.2WALL SECTIONS


03/19/20


1

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BOSTON, MA 02210-1807

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5x54"7"

5

9"

AZEK TRIM ONPLYWD SHEATHING

STL BEAMHEADER ABOVE

COL FOR STL BEAMHEADER ABOVE -SEE STRUCTURAL

LINE OF COLBASEPLATE BELOW

CANTILEVERED BEAM(4) 13

4"x14" LVL

SPRAY-ONFIREPROOFING

LVL BEAM SUPPORT

SECTIONALO.H. DOOR

WD CAP ON CONCBELOW

B.9 C

6"

1'-0

"

1'-0"

1'-6"

1'-0

"

G

15x5

GARAGE AREA 2 114

1'-2"4"8"

1'-7"1'-6"1'-6"1'-6"

4"4"4"4"4" 8"8"8"8"

GALV./PTDUNISTRUT 2" VER.SUPPORT

BIRD SCREEN (TYP)

GALV./PTD STEELPLATE ON CONC

EDGE OFCONC HIGHWALL BELOW

TYPICAL 4" OPGSEE BUILDINGELEVATIONS

GALV./PTDUNISTRUT 2" HOR.SUPPORT

8"

O.H. GARAGE DOOR

SPRAY-ON FIREPROOFING ONSTEEL FRAMING2-HR FIRE RATING(TYP)

W1

EDGE OF CONCHIGH WALL BELOW(TYP)

COL BASE PLATE - SEESTRUCTURAL (TYP)

1'-0

"

1'-0"

1'-6"

1'-0"6"

5x5

GARAGEAREA 1 113

W1

1'-0"

1'-6"

1'-0"6"

5x5

W1

W2

W11

17A6.6

1'-0

"

1'-0"

1'-6"

1114"63

8"

4"

5x5

10 STL STUDS

3"

W2

5x5

5"

COL 2-HR RATED

958"

8"

B

5

1'-0

"

REARSTAIR #2 111

W11

W3

GARAGEAREA 1 113

EDGE OFCONC BELOW

EDGE OFCONC BELOW

58" GWB ON 35

8" STLSTUDS 16" OC

1'-0

"5"

SPRAY-ON FIREPROOFINGAS REQUIRED TO ACHIEVEFIRE RATING

10" STLSTUDS

F

7

8"

5x5

ENTRY LOBBY 102

W2 R-7.5 RIGID INSULAT COL (TYP)

1'-0

"5"5x5

738"

8" W2

11"

W9

1"5"

R-7.5 RIGID INSULAT COL (TYP)

1'-2"

4

7"7"

4"

3"

ARCHITECTURALCONCRETEENCASEMENT PTD2-HR FIRE RATING

HSS 6x6x38 STL COL

BASE PLATE ANDBOLTS BELOW

CONCRETE-ENCASED COLUMN2-HR RATED

C

2NO REVISION,RE-ISSUE ONLY

DETAILS

AMP

A7.1




COL @ GARAGE DOOR1 1 1/2"=1'-0"

5

OPEN BRICK VENT AT GARAGE - PLAN VIEW2 1 1/2"=1'-0"1 1/2"=1'-0"

6 1 1/2"=1'-0"1 1/2"=1'-0"1 1/2"=1'-0"

1 1/2"=1'-0"11 1 1/2"=1'-0"1st FLOOR COL10 1 1/2"=1'-0"9 1st FLOOR COL

1st FLOOR CORNER - PLAN VIEW3

7 STAIRWAY # 2 - 1st FLOOR PLAN DETAIL COL AT PARKINGSTAIRWAY # 1 - PLAN DETAIL

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AMP

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1

1


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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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FLOOR EL.T.O. PLYWD

10"

LEDGER & JOISTHANGER - SEESTRUCTURAL

8

8

2A0.3

HALLWAYBATH

HALLWAY

DBL TOPPLATE (TYP)

BATH

HIGH-PERFORMANCEACOUSTIC CLIP (TYP)

ACOUSTIC SEALANTAT GWB EDGE (TYP)

2A0.3

HIGH-PERFORMANCEACOUSTIC CLIP (TYP)

PERIMETER ISOLATIONSTRIP CUT FLUSH TOPWITH LEVELINGCONCRETE TOPPINGSYSTEM (TYP)

FLOOR EL.T.O. PLYWD

1'-214"

2A0.3

10

BATH

BATH

BATH

BATH

10

DBL TOPPLATE (TYP)

SEE TYPICAL NOTESDET 1/A7.2

2A0.3

FLOOR DECK

FIRE RATEDFLOOR/CEILINGASSEMBLY

FLOOR EL.

2A0.3

LIVING

LIVING

LIVING

LIVING

9

9 SEE TYPICAL NOTESDET 1/A7.2

1'-5

3 8"

OMIT ACOUSTIC CLIPSFROM WALL AT FLOOR

FLOOR EL.

2A0.3

DWELLING UNIT

DWELLING UNIT

STAIRWAY

6

6

2-LAYERS GWBBETWEEN STUD WALLAND LEDGER

DBL TOPPLATE (TYP)

SEE TYPICAL NOTESDET 1/A7.2

7

G

238"

5"

718"

TOP OF PROJECTINGALUM BANDING

SEALANT & BACKERROD (TYP)

1st FLOOR EDGEOF SLAB BELOW

STEEL COLUMNSEE STRUCTURAL

C2SIM

STEEL COLUMN AT1st FLOOR BELOW APPROVED

WINDOWSYSTEM

1'-0

"

1'-0"

LIVING

PTD GWB ONLVL POST

SIM OPPHAND AT "A"

2A0.7

2A0.7

1'-0

"

F

7

LIVING

512"

10"

1'-0"

414"

SIM

SIM OPPHAND AT "A"

SEALANT &BACKER ROD(TYP)

8"

APPROVEDWINDOWSYSTEM

PTD GWB ONLVL POST

EDGE OF 1stFLOOR WALL

BELOW

2A0.7

1


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DETAILS

AMP

A7.2




1 1 1/2"=1'-0"23 1 1/2"=1'-0"4 1 1/2"=1'-0" 1 1/2"=1'-0"SECTION DETAIL - DWELLING UNIT SEPARATIONMIN 1-HR FIRE RATED

SECTION DETAIL - DWELLING UNIT SEPARATION at BATHSMIN 1-HR FIRE RATED

SECTION DETAIL - DWELLING UNIT SEPARATIONMIN 1-HR FIRE RATED

SECTION DETAIL - FIRE BARRIER CONSTRUCTIONAT STAIRWAY ENCLOSURE MIN 2-HR FIRE RATED

6 1 1/2"=1'-0"PLAN DETAIL - CORNER AT PROJECTING BAY7 1 1/2"=1'-0"

PLAN DETAIL -

10/31/18

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FOR PERMIT04.03.19


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STRUCTURAL NOTES - GENERAL:1. DESIGN CONFORMS TO THE EIGHTH EDITION RESIDENTIAL CODE WHICH CONSISTS OF THE FOLLOWING: INTERNATIONAL RESIDENTIAL CODE 2009 (IRC). MASSACHUSETTS AMENDMENTS (MA)

2. CONTRACTOR SHALL VERIFY THAT ALL DIMENSIONAL CONTROLS ARE ADEQUATE PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL VERIFY THAT ALL APPLICABLE PERMITS ARE IN PLACE PRIOR TO START OF CONSTRUCTION.

4. STRUCTURAL ENGINEER MUST BE CONSULTED FOR ANY CHANGES TO BEARING WALL LOCATIONS, FRAMING, MEMBER SIZES, FOUNDATION OR DETAILS SHOWN ON THESES DRAWINGS.

5. ALL STRUCTURAL MATERIALS / MEMBERS SHALL BE FREE FROM DEFECTS THAT MAY REDUCE THEIR STRUCTURAL CAPACITY.

6. CARE MUST BE TAKEN TO ENSURE THE CONCRETE CORE OF ALL "LALLY" COL'S REMAINS INTACT.

7. ANY HEADERS OR OTHER STRUCTURAL ELEMENTS NOT SPECIFICALLY ADDRESSED ON THESE PLANS SHALL BE INSTALLED IN ACCORDANCE WITH THE ABOVE LISTED CODES OR BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER OF RECORD (SER).

8. ALLOWABLE SOIL BEARING PRESSURE = 1.5 ksf. CONTRACTOR SHALL VERIFY SUITABILITY OF SOIL.

8. LOADING: V = 100 mph (WIND); Pg = 40 psf (GROUND SNOW); SEISMIC: N/A

CONCRETE SLAB NOTES:1. MINIMUM SLAB THICKNESS TO BE 4" AT WALKWAYS, 5" AT GARAGE AND DRIVEWAY, UNLESS OTHERWISE INDICATED ON THE DESIGN DRAWINGS.

2. SLAB CONCRETE COMPRESSIVE STRENGTH MIN. 4,000 PSI AT 28 DAYS.

3. SLABS EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5% NOR MORE THAN 7%.

4. ALL TOP SOIL, ORGANIC AND FOREIGN MATERIAL MUST BE REMOVED FROM BELOW PROPOSED SLAB DEPTH. FILL WITH CLEAN SAND, GRAVEL OR CRUSHED STONE. FILL MUST BE COMPACTED IN MAXIMUM 8" LIFTS. TOTAL FILL SHALL NOT EXCEED 24" WITHOUT CONTACTING SER.

5. MINIMUM 4" COMPACTED SAND, GRAVEL OR CRUSHED STONE BASE BELOW SLAB UNLESS EXISTING SUBGRADE IS SAND-GRAVEL SOILS CLASSIFIED AS GROUP I ACCORDING TO USCS.

6. INTERIOR SLABS MUST HAVE A MINIMUM 12 MIL VAPOR BARRIER PER 780 CMR 5506.2.3 DIRECTLY BELOW THE SLAB.

7. ALL SLABS MUST BE REINFORCED WITH 6X6-W1.4XW1.4 WWF. PLACE WWF AT MID-HEIGHT FOR 4" SLABS AND 1/3 OF SLAB DEPTH FOR THICKER SLABS (EG 3" FOR 9" SLAB).

8. 1/4 DEPTH SAW CUT CONTROL JOINTS MUST BE INSTALLED AT 30'-0" OC MAX. IN EACH DIRECTION OR AS SHOWN ON PLANS.

9. ALL SLABS MUST BE PLACED IN ACCORDANCE WITH ACI 318-02.

10. RESIDENTIAL SLABS-ON-GRADE SHALL COMPLY WITH 780 CMR 5506.

FOUNDATION NOTES:1. FOOTING AND WALL CONCRETE COMPRESSIVE STRENGTH SHALL HAVE A MIN. 3,000 PSI AT 28 DAYS.

2. PLACE CONCRETE IN ACCORDANCE WITH ACI 318-02.

3. MIN. SOIL BEARING CAPACITY SHALL BE 3,000 PSF.

4. WALL LOCATION SHALL BE STAKED BY A PROFESSIONAL SURVEYOR PRIOR TO CONSTRUCTION IF REQUIRED.

5. FOR ALL FOOTINGS, EXCAVATE TO THE BOTTOM-OF-FOOTING ELEVATIONS LEAVING THE SOIL BELOW UNDISTURBED.

6. FOOTINGS MUST BE FOUNDED ON VIRGIN SOIL. IF UNSUITABLE MATERIAL EXISTS AFTER EXCAVATION, CONTACT ARCHITECT AND SER.

7. NO MATERIAL MAY BE PLACED BELOW FOOTINGS WITHOUT PERMISSION OF THE ARCHITECT OR SER.

8. BACKFILL FOUNDATION WALL 4'-0" MAX. UNTIL THE FIRST FLOOR FRAMING IS COMPLETED.

9. 1/2" DIA ANCHOR BOLTS WITH A MIN. 8" EMBED INSTALLED IN ACCORDANCE W/ 780 CMR 5403. BOLTS SHALL BE 6' OC MAX WITH A MIN OF 2 BOLTS PER PLATE. BOLTS MUST BE INSTALLED A MAX OF 12" AND A MIN OF 5" FROM END OF EACH PLATE.

10. ALL REINFORCING BARS SHALL BE EPOXY COATED 60 KSI DEFORMED BARS.

WOOD / FRAMING NOTES:1. ALL STANDARD SAWN LUMBER EXPOSED TO WEATHER, IN CONTACT WITH THE GROUND OR IN CONTACT WITH CONCRETE SHALL BE "PRESSURE TREATED" SOUTHERN YELLOW PINE NO. 1 OR BETTER.

2. ALL STANDARD SAWN LUMBER NOT EXPOSED TO WEATHER SHALL BE HEM-FIR NO. 1 OR BETTER.

3. ALL BUILT-UP MEMBERS SHALL BE FASTENED TOGETHER BY 2 ROWS OF 16d @ 12" OC MINIMUM UNLESS OTHERWISE REQUIRED BY MANUFACTURER.

4. ALL LVL MATERIAL: fb = 2,800 PSI, 2.OE MIN.

5. ALL- I JOISTS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES.

6. ALL STEEL CONNECTORS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS GUIDELINES AND SUPPLIED AS SPECIFIED ON THE DRAWINGS AS APPLICABLE.

7. ALL WALLS RUNNING PARALLEL TO JOISTS SHALL BE SUPPORTED BY BLOCKING @ 16" OC OR DIRECTLY BY A DOUBLE JOIST.

8. SOLID BLOCKING SHALL BE INSTALLED BELOW LOAD BEARING WALLS & OVER BEAMS.

9. CARE MUST BE TAKEN TO SUPPORT ALL COLUMN / POINT LOADS WITH SOLID BLOCKING AS NEEDED.

10. ALL BEAMS MUST BE SUPPORTED BY (2)-2X4 BUILT-UP COLUMN MIN. UNLESS OTHERWISE NOTED.

11. LVL BEAMS SHALL BE SUPPORTED FULL WIDTH X 3" END BEARING DEPTH.

12. METAL CONNECTORS: SIMPSON OR APPROVED EQUAL.

13 FLOOR AND FLOOR SUPPORT FRAMING: SUBMIT SHOP DWGS PREPARED AND STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN MASSACHUSETTS.

STEEL NOTES:1. ALL STEEL BEAMS AND COLUMNS, EXCEPT TUBE STEEL, SHALL BE 50 KSI.

2. ALL TUBE STEEL BEAMS AND COLUMNS SHALL BE 46 KSI.

3. ALL MISC. STEEL PLATES SHALL BE 36 KSI MIN.

4. ALL WELDING SHALL BE PERFORMED BY QUALIFIED PERSONNEL.

5. ALL BOLTS TO BE A325 3/4" DIA.

6. ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE.

7. SIMPLE CONNECTIONS THAT ARE DESIGNED BY FABRICATOR SHALL BE APPROVED BY ARCHITECT AND SER.

S0.1

STRUCTURALGENERAL NOTES

AMP



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FOR PERMIT01/29/19

01/29/19

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04/03/19 FOR PERMIT

REISSUE (RAISE BLDG)03/19/20


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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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AT OPENINGS ANDDISCONTINUOUS ENDS

"U" BARS

CLASS B SPLICE

TYPICAL PLAN OF HORIZONTAL WALL REINFORCING

STD. HOOK(1'-0" MIN.)

CLAS

S B

SPLI

CE

WATERSTOP(WHERE

REQUIRED)

CLASS B SPLICE

CLAS

S B

SPLI

CE

IF CONSTRUCTION JOINT EXISTS AT CORNERS

AT CORNERS

WATERSTOP(WHERE REQUIRED)

AT INTERSECTIONS

(1'-0" MIN.)STD. HOOK

CLAS

S B

SPLI

CE

CONTINUOUSKEY

NOTE:

VERTICAL REINF. BARSARE NOT SHOWNFOR CLARITY (TYP.)

CLASS B SPLICE

AT CONSTRUCTION JOINTS

CLAS

S B

SPLI

CE

STD.

HOOK

(TYPIC

AL)

AT BEND

HORIZONTALBARS CONTINUOUS

KEY

WATERSTOP(WHERE REQUIRED)

HORIZONTALBARS

HORIZONTALBARS

HORIZONTALBARS

#5 @ 48" (alternate hooks)NON-BEARING MASONRY(THICKNESS >8") OR BEARINGSTUD WALL

CONTINUOUS TRENCHFOOTING AT CMU WALLS

1

VAPOR BARRIER8"8"

2-#5 x CONTINUOUS

FILL REINFORCEDCELLS OF CMU SOLIDW/ GROUT

1

1'-0

"

REFER TO MECHANICAL DRAWINGSFOR SIZE AND LOCATION OF PADS

W.W.F. (REFER TO GENERALNOTES FOR SIZE)

ROUGHEN CONCRETE SLAB ANDCOAT W/ EPOXY BONDINGAGENT PRIOR TO POURING PAD.

HOUSEKEEPING PAD

2" CLR. (TYP.)

1-#4 X CONTINUOUS (ALLAROUND) 1-#4 X CONTINUOUS (ALL

AROUND)

SLAB DEPRESSION

DEPTH OF DEPRESSION

6" VAPOR BARRIER (IFREQIURED)

2

1

1-#4 X CONTINUOUSALL AROUND

2" CLR. (TYP.)

AS REQUIREDBY MECHANICALCONSULTANT VAPOR

BARRIER (IFREQIURED)

PROVIDE REGLET(WHERE REQUIRED)

1-#4 X CONTINUOUSALL AROUND

#3 @ 12"(TYPICAL ALL AROUND)

TYPICAL VERTICAL WALLCONTROL JOINT

WALL REINFORCING[OUTSIDE]

[INSIDE]

1-1/2"

T/3

WATERSTOP (WHEREREQUIRED)

SAME SIZE AND SPACING ASHORIZONTAL REINFORCING (80DIAMETERS LONG)

1/2"

3/4"

3/4"

T

1

2

FOOTINGREINFORCING

"D"

SPLICE LENGTH

MIN.

"D"

FOOTING REINFORCING

SPLICE LENGTH

1'-0"

PROVIDE 1 BAR AT EACH FACE TOMATCH HORIZONTAL WALLREINFORCING

HORIZONTALWALL REINFORCING

MAX

IMUM

2'-0

"

MINIMUM4'-0"

1'-0"

ELEVATION OF CONTINUOUS STEPPED WALL FOOTING

VARIES

RELATIONSHIP OF FOOTINGS AT DIFFERENT ELEVATIONS

UPPER FOOTING

LOWER FOOTING

2

1

THE VERTICAL OFFSETOF ADJACENTFOOTINGS SHALL NOTEXCEED ONE-HALFTHE HOIZONTALDIMENSIONS BETWEENTHE EDGES OF THEFOOTINGS.

"D"

"D"

S0.2

TYPICALCONCRETE DETAILS

WAP

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DETAILS NOT TO SCALE

FOR PERMIT

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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HEADER SCHEDULE AT INTERIOR BEARING WALLS

SPAN

0'-0" TO 3'-0"

SUPPORTING ROOF

HEADER

3-2x6

(UNLESS OTHERWISE NOTED ON DRAWINGS)

NOTE:

HEADERS AT FLOOR LEVELS ARE SIZED ASSUMING THAT THE OPENING ABOVEIS EQUAL TO OR LARGER THAN THE OPENING IN QUESTION.

3'-1" TO 5'-0"

5'-1" TO 8'-0"

8'-1" TO 10'-0"

JACK JAMB

2-2x6 1-2x6

2-2x6 1-2x6

2-2x6 1-2x6

2-2x6 1-2x6

3-2x10

3-2x12

3-2x12

JACK JAMB

2-2x6 1-2x6

2-2x6 1-2x6

2-2x6 2-2x6

2-2x6 2-2x6

HEADER

SUPPORTING ROOF + 1 FLOOR

3-2x8

3-1 3/4 X7 1/4" LVL

3-2x12

3-1 3/4 X14" LVL

JACK JAMB

2-2x6 1-2x6

2-2x6 3-2x6

3-2x6 3-2x6

3-2x6 3-2x6

HEADER

SUPPORTING ROOF + 2 FLOORS

3-2x8

3-1 3/4 X9 1/2" LVL

3-2x12

3-13/4 X18" LVL

HEADER SCHEDULE AT EXTERIOR BEARING WALLS

SPAN

0'-0" TO 3'-0"

SUPPORTING ROOF

HEADER

3-2x6

(UNLESS OTHERWISE NOTED ON DRAWINGS)

3'-1" TO 5'-0"

5'-1" TO 8'-0"

8'-1" TO 10'-0"

JACK JAMB

2-2x6 1-2x6

2-2x6 1-2x6

2-2x6 2-2x6

2-2x6 2-2x6

3-2x10

3-2x12

3-2x12

JACK JAMB

2-2x6 1-2x6

2-2x6 2-2x6

2-2x6 2-2x6

2-2x6 2-2x6

HEADER

SUPPORTING ROOF + 1 FLOOR

3-2x8

3-1 3/4 X7 1/4" LVL

3-2x12

3-1 3/4 X9 1/2" LVL

JACK JAMB

2-2x6 1-2x6

2-2x6 3-2x6

3-2x6 3-2x6

3-2x6 3-2x6

HEADER

SUPPORTING ROOF + 2 FLOORS

3-2x8

3-1 3/4 X9 1/2" LVL

3-2x12

3-13/4 X11 7/8 " LVL

LVL EQUIVALENTS(3) - 2x6 = (1) 1 3/4" X 7 1/4" LVL

(3) - 2x8 = (1) 1 3/4" X 7 1/4" LVL

(3) - 2x10 = (1) 1 3/4" X 9 1/2" LVL

(3) - 2x12 = (1) 1 3/4" X 11 7/8" LVL

(3) - 1 3/4" x 7 1/4" = (2) 1 3/4" X 9 1/2" LVL

(3) - 1 3/4" x 9 1/2" = (2) 1 3/4" X 11 7/8" LVL

(3) - 1 3/4" x 11 7/8" = (2) 1 3/4" X 14" LVL

SPAN LENGTH

1/3 SPAN 1/3 SPAN

1/3

DEP

TH

HOLE CUTTING NOTES:

1. SQUARE OR RECTANGULAR HOLES NOT PERMITTED.2. ROUND HOLES MAY BE DRILLED OR CUT WITH A HOLE SAW ANYWHERE WITHIN THE SHADED AREA.3. THE HORIZONTAL DISTANCE BETWEEN ADJACENT HOLES MUST BE AT LEAST TWO TIMES THE DIAMETER OF THE LARGER HOLE.4. DO NOT DRILL MORE THAN THREE HOLES IN ANY FOUR-FOOT LONG SECTION OF THE BEAM.5. THE MAXIMUM ROUND HOLE PERMITTED IS 2"∅.6. FOR LARGER HOLES CONTACT BOISE ENGINEERED WOOD PRODUCTS ENGINEERING.

ALLOWABLE HOLES IN BOISE VERSA-LAM BEAMS

HORIZONTALT&G DECKING

DOOR OPG

WINDOWOPG

PAIR SEISMIC HOLD DOWNANCHORS MATCHINGSIZE FOR SHEAR WALLDESIGNATION.SEE DETAIL AND SHEARWALL SCHEDULE

PANEL EDGE NAILINGSEE SHEAR WALL SCHEDULE

4'x8' SHEATHING PANEL,EXTERIOR FACE,STRUCTURAL I RATEDSHEAR WALL, 15/32" MIN,PROVIDE 5/8" IF INDICATEDIN ARCHITECTURAL DETAILS

2-2x6 AT END OFSHEAR WALL, MINIMUM

INTERMEDIATE NAILING6d @ 12" O.C.

SEISMIC HOLD DOWNANCHOR SEE DETAILAND SCHEDULE

CONCRETE FOUNDATION

FOUNDATION ANCHOR BOLTSOR EPOXY ANCHORS(SEE DETAIL FOR EPOXY)

(2) ROWS 16d SOLE PLATETO RIM BOARD

FLOOR JOISTS& RIM BOARD

2x6 BOTTOM PLATE

HEADERHEADER

2-2x6TOP PLATE

2x6 BLOCKING @ INTERMEDIATE

EDGES OFSHEATHING

PANEL (TYP)

2-2x6 SILL,FASTEN WITH 10d NAILS.2 ROWS @ 16" O.C.GEN'L NOTE:

STAGGER JOINTS IN TOP ANDBOTTOM PLATES MINIMUM 24"

SHEATHING FASTENERS@ 4" O.C. ALL AROUNDOPENINGS (TYP)

TYPICAL SHEAR WALL ELEVATION DETAIL

SDS SCREWS

HDU8-SDS2.5 SIMPSONHOLD DOWN ANCHOR

WITH 20 SDS 14"x212" SCREWS

78"∅ ANCHOR BOLT

112"

STAND-OFF "SO"

BUILT-UP 2-2x6 POSTWITH BLOCKING @ 24" O.C.

SIMPSONHOLD DOWN ANCHOR

WITH SDS SCREWS

ELEVATION VIEW PLAN VIEW

EPOXY ALTERNATE:DRILL HOLE MIN 7" EMBEDMENTAND GROUT IN BOLT WITH HILTI RE-500 + HAS(7" EMBEDMENT + 7" PROJECTION = 14" TOTAL LENGTH)

HEADER - SEE SCHEDULE

2x6 STUD BEARING WALL

CRIPPLE STUDS

2-2x6 TOP PLATE

OPENOPEN

2-2x6 SOLE PLATE(PRESSURE-TREATEDON CONCRETE)

HEADER - SEE SCHEDULE

JAMB STUD (TYP)

JACK STUD (TYP)

2x6 STUD BEARING WALL

CRIPPLE STUDS

2-2x6 TOP PLATE

2-2x6 SOLE PLATE(PRESSURE-TREATEDON CONCRETE)

CRIPPLE STUDS

2-2x6 SILL

JAMB STUD (TYP)

JACK STUD (TYP)

JACK STUD (TYP)

WINDOW OPG DOOR OPG

8" X 13" MAXHOLE SIZE

6"

6"

HOLE CUTTING NOTES:

1. A 112"∅ HOLE MAY BE CUT ANYWHERE OUTSIDE OF HATCHED AREAS.

2. FOR OTHER HOLES SEE THE HOLE DISTANCE CHART IN THE ALLJOIST SPECIFIERS GUIDE.3. OTHER LOCATIONS MUST BE APPROVED BY A BOISE-CASCADE REPRESENTATIVE AND APPROVED BY THE ENGINEER.

2'-0"

SPAN LENGTH

6"

6"6"

112"∅ MAX HOLE

AT CANTILEVERS

DISTANCE = MINIMUM 2X DIAMETER OF LARGEST HOLE

BCI I-JOIST 1178", 14" AND 16" DEPTHS

DISTANCE

6"∅ MAXHOLE SIZE

112"∅ MAX HOLE ANYWHERE

WITH 3" CLEARANCEFROM OTHER HOLES

2'-0"

8" X 13" MAXHOLE SIZE

6"

6"

HOLE CUTTING NOTES:

1. A 112"∅ HOLE MAY BE CUT ANYWHERE OUTSIDE OF HATCHED AREAS.

2. FOR OTHER HOLES SEE THE HOLE DISTANCE CHART IN THE ALLJOIST SPECIFIERS GUIDE.3. OTHER LOCATIONS MUST BE APPROVED BY A BOISE-CASCADE REPRESENTATIVE AND APPROVED BY THE ENGINEER.

2'-0"

SPAN LENGTH

6"

6"6"

112"∅ MAX HOLE

AT CANTILEVERS

DISTANCE = MINIMUM 2X DIAMETER OF LARGEST HOLE

BCI I-JOIST 1178", 14" AND 16" DEPTHS

DISTANCE

6"∅ MAXHOLE SIZE

112"∅ MAX HOLE ANYWHERE

WITH 3" CLEARANCEFROM OTHER HOLES

2'-0"

TYPICAL WOODFRAME DETAILS

1

S0.3

AMP



TYPICAL WOOD FRAMING OPENING LINTEL SCHEDULES

35 NO SCALELVL ALLOWABLE HOLESWALL FRAMING DETAILS

2 NO SCALE

BCI I-JOISTS ALLOWABLE LARGE RECTANGLE HOLES

NO SCALE

MULTIPLE MEMBER FASTENING SIDE & TOP LOADED LVL4 NO SCALE

NO SCALE

SEISMIC HOLD DOWN ANCHOR DETAIL7 NO SCALE

NO SCALE6TYPICAL SHEAR WALL ELEVATION DETAIL

AMP

FOR PERMIT

16-297


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01/29/19

01/29/19

FOR PRICING04/01/19

FOR PERMIT04/03/19



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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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S0.4

AMP



4 NO SCALELVL ALLOWABLE HOLES

FOR PERMIT

1 TYPICAL WOOD FRAMING OPENING LINTEL SCHEDULES

NO SCALE

3TYPICAL WOOD FRAMING OPENING LINTEL SCHEDULES

NO SCALE


NO SCALE

8 NO SCALELVL ALLOWABLE HOLES


NO SCALE


NO SCALE


NO SCALE

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01/29/19

01/29/19

TYPICAL WOODFRAME DETAILS

AMP

FOR PRICING04/01/19

FOR PERMIT04/03/19

REISSUE (RAISE BLDG)

03/19/20

03/19/20


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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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5x5

918"

1'-2"

1'-0"

6'-6"

6'-6

"

1'-2

"

3'-3

"3'

-3"

B

12" x 12" x 1/2"STEEL PLATE

3

1'-458"

3'-3" 3'-3"

RE-BARS9-#6 EA. WAY

#5 @ 11" EA WAY

CLEAR DIM ELEVATOR PIT / HOISTWAY

1'-0

"

AS1.1

1'-412"

7'-514"

8'-1

1"

6'-6

"

3'-3

"

6'-6" 6'-6"

2

B

1'-0"

2

AS1.1

BA.6

3 3

1'-0" 1'-0" 1'-0"

ELEVATOR SHAFT DIMENSIONSARE SUBJECT TO CHANGE.CONTRACTOR SHALL VERIFYSHAFT DIMENSIONS OF THEAPPROVED ELEVATOR MODELAND PROVIDE PIT AND SHAFTWHICH MEET ELEVATORREQUIREMENTS.

10'-

8"

6'-6

"4'

-2"

3'-3

"3'

-3"

1'-0

"1'

-0"

CLEA

R D

IM E

LEVA

TOR

PIT

/ H

OIS

TWAY

9"

6'-6"

3'-3"3'-3"

3'-3

"3'

-3"

2'-718"

3'-3"

9'-1"

3'-3"

1'-0

"

SUMP PUMP PIT:1'-6" x 1'-6"x 1'-6" DEEP

REMOVE CONCFOUNDATION FORGARAGE DOOR

A: STL COL AT NEWGARAGE DOOR

B: STL COL AT COL LINE B

DELETE COL

1

5x5

1'-2"

1'-2

"

14" x 14"CONCRETE PIER

REINF. w/ 8 - #6VERTICAL

& #3 HOOPS@ 12"

1'-0" 1'-0" 1'-0"

1'-0

"

1'-0

"

3'-0"

#4's @ 12" EA WAY

CONCRETE SHALL BE4,00 PSI @ 28 DAYS.

ALL RE-BARS SHALL BEEPOXY COATED

2 x 8 PT SILLw/ 5 / 8 "

ANCHOR BOLT@ 4'-0" OC

2"

1'-6"

1'-6

"

SUMP PUMP PIT:1'-6" x 1'-6"x 1'-6" DEEP

1" STEEL GRATING

2'-0"

#6 @ 9" EW

CONTBENTONITE

WATERSTOPLAP

ALL SPLICES 16"

#6 @ 9" EW

3-#4

# 4 @ 12'# DOWELS EW

1'-3

"

3-#4

3'-0"B.O.F.

2'-9

"

5x5

5

B.9 C

9"

BASEPLATE8" x 15" x 3/4"

(4) 34" BOLTS w/ 6"EMBEDMENT

4"7"

LVL CANTELEVEREDBEAM ABOVE

CONC FOUNDATION

REMOVE CONCFOUNDATION FORGARAGE DOOR

LVL CANTELEVEREDBEAM ABOVE

WD COL WITHIN 2x6STUD WALL FORCANTELEVERED BEAM

6"

5x5

1

BASEPLATE8" x 15" x 3/4"

(4) 34" BOLTS w/ 6"EMBEDMENT

STEEL BEAM ABOVE

CONC FOUNDATION

6"

1.1

B

6"

6"

A: STL COL AT NEWGARAGE DOOR

B: STL COL AT COL LINE B

S0.5

AMP



2 1 / 2" = 1'-0"FOUNDATION @ ELEVATOR PIT

16-297


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01/29/19

CONC. FOUND.DETAILS

AMP

1 FOUNDATION @ ELEVATION OF STEEL COLUMN BASE PLATE1 1 /2"=1'-0"

3 1 / 2" = 1'-0"TYPICAL FOUNDATION WALL

4 CONCRETE PIER REINFORCEMENT TYPICAL & SIMILAR1 1 /2"=1'-0"

5 ELEVATOR SUMP PIT DETAIL1 / 2" = 1'-0"


FOR PRICING04/01/19

04/01/19 FOR PERMIT

6 STEEL COLS ON FOUNDATION1 1 /2"=1'-0"

1

1 RAISE BLDG03/19/202 RAISE BLDG (17'-6")05/15/20

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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FOUNDATION / GROUND FLOOR PLAN

16'-4"18'-5"

PRE-CASTCONCRETELAGGINGRETAINING WALLSEE GEOTECHNICALCONSULT. DWGS.ES-1 & ES-2

AA3.1

35'-9"

A B C

11'-0"20'-3"

3'-3"

20'-

2"10

'-0"

24'-

2"10

'-8"

19'-

0"19

'-6"

15'-

0"

1

2

3

4

6

5

5'-612"

15'-0"

6'-6"

STAIRWAY 1

CANTILEVERABOVE

CANTILEVERABOVE

1/8" = 1'-0"

PROPERTY LINE

35'-9"

20'-3"15'-0"

STL COL

LOCATION

2/B

3/B

4/B

5/B

STEEL COLUMN SCHEDULE

COL SIZE DIMENSIONS

HSS 5x5x14"

S0.52

HSS 5x5x14" COMBINE WITH ELEV

HOISTWAY FOOTING.SEE DET 2/S0.5

(6) -5# EACH WAY

REINFORCING

COLUMN

HSS 5x5x14"

HSS 5x5x14" 6'-6"x6'-6"x1'-3"

HSS 5x5x14" 6'-6"x6'-6"x1'-3"

FOOTING

(9) #6 EACH WAY AT EA.COL. SEE DET 2/S0.5 &SECTION DET S1.1

(6) -5# EACH WAY

STL COL

A7.15

TYP

3'-0"

CONCFTG SEEDWG A3.1

1'-0"

LINE OFFOOTINGBELOW

12" DEPRESSEDSLAB AT STAIRWAY WALL

STEEL BEAMS ABOVESEE 1st FLOORFRAMING PLAN

1S1.1

HOLD-DOWN ANCHORSIMPSON HOLD DOWN HD5BW/ 58" ∅ ANCHOR BOLTSEE DETAIL 7/S0.3

BRACED WALL PARTITION- SEE ARCHITECTURAL DWGS

BWP

LEGEND

CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS AND MAKEFIELD DETERMINATION.

COMMENT

STL COL

1S1.1

STL COL

STEEL BEAMS ABOVESEE 1st FLOORFRAMING PLAN

AA3.1

PROPERTY LINE

PRO

PERT

Y LI

NE

PRO

PERT

Y LI

NE

PROPERTY LINE

PRO

PERT

Y LI

NE

PRO

PERT

Y LI

NE

125'

-0"

50'-0"

125'

-0"

10"

CUT OUT FOUNDATIONAND FRAME FOR NEWGARAGE DOOR

18'-

0"3'

-0"

3'-4

"9'

-2"

CONC INFILL @ OPG

4.1

5'-6

"

B CA B.9

6"

SLOPE FLOOR TODRAINS, SEE CIVILDWGS

CMU WALL TO HGT OFCONC FOUNDATION.CONCRETE FILL ALLCELLS, USE TRUSSTYPE H REINFORCING.

B.9

6"

DA3.3

DA3.3

STL COL

1.1

6"

5.9 STL COL

6"

3'-3" 11'-0"SONOTUBE FOOTINGSFOR STAIR LANDING

BA3.2

CA3.2

A3.2B

CA3.2

EA3.4

EA3.4

FOOTING FOR ENTRYROOF COLUMN (TYP)

CONC WALK ANDENTRY LANDING

1.1/B HSS 5x5x14"

5.9/B HSS 5x5x14"

4.1/B.9 HSS 5x5x14"

HSS 5x5x14"5.1/B.9

ON EXIST FOUNDATION

ON EXIST FOUNDATION

ON EXIST FOUNDATION

ON EXIST FOUNDATION

1A3.4


S0.56B

SIM

S0.56A

SIM

S0.56A

S0.56B

ELEVHOISTWAY

17'-6"

2

2

SECTION @ ELEVATOR PIT 3/4" =1'-0"

5'-9"

4'-6"

EXISTING (VERIFY): 8"CMU w/ #5@32"V &#9GA WIRE LADDER@ 16"OC (TYP)

GARAGE

ELEVATOR PIT

ELEVATORHOISTWAY

HSS 5x5 x 1 / 4"COLUMN BEYOND

WWF#4 @ 15

#4 @ 12 EW

#6 @ 9"T&B EW

#4 @ 12 EW

WATER FOUND AT ELEV. 7'-0"WATER FOUND AT ELEV. 7'-0"

METALLICWATERPROOFING ALL

SIDES OF PIT

UNIT No. 1

CORRIDORNOTES:

CONCRETE SHALL BE 4,000 PSI @ 28 DAYSALL RE-BARS SHALL BE EPOXY COATED.

ALL CONCRETE WORK SHALL BEACCOMPLISHED IN DRY CONDITIONS.CONTRACTOR SHALL PUMP WATER ASREQUIRED, IN ACCORDANCE WITH ALLREGULATIONS.

NOTE:STEP FOOTINGS INACCORDANCE WITHSTRUCTURAL ENG.RECOMMENDATIONS

NEAR ELEVATOR,BOTTOM OF WALLFTG TO ALIGNWITH ELEVATORPIT FTG

6'-6" x 6'-6"x1'-3"FOOTING & PEDESTALFOR HSS 5x5 COL. BEYONDSHALL BE AT SAMEELEVATIONAS ELEV. PIT FOOTING

PRO

PERT

Y LI

NE

A

T.O.FOUNDATIONEL. 18'-3"

ORIG. BASEMENTAVG EL. 10'-6"

1'-0"1'-0"

3'-3"

3'-0"

B.O. FTGVARIES

1'-0"

1'-0" 1'-0"

1'-0

"M

IN

LINE OF SUMP PITBEYOND.SEE DWG. S0.5

BOND BEAM 3 1 / 2" x 5"2 ANG. BACK TO BACK

1'-2" x 1'-2"CONC. PIER BEYOND

B

B.O. PIT FOOTINGEL. 4'-6"

1'-0"

5'-0

"

1'-0"

15'-0"

4'-612"

1'-3

"

1

2-HR FLOOR ASSEMBLY AT1st FLOOR TO PROVIDECONTINUOUS 2-HR RATEDPASSAGE FROM STAIR 1 TOFRONT DOOR EXITDISCHARGE

GROUND FLOOREL. 17'-6"GROUND FLOOR

EL. 17'-6"

1st FLOORT.O. PLWDEL. 27'-2"

2A0.3

WF STEEL BEAMS VARYSEE FRAMING PLANS

REMOVE EXISTFLOOR STRUCTURE

SS ELEVATOR DOOR FRAME

ELEVATOR DOOR

EXTEND EXIST COLPIER UP TO NEW EL.

NEW T.O. COLPIER EL. 16'-9"

9"

EXIST T.O.COL PIER

REMOVE EXIST S.O.G.

REMOVE EXIST CMU ASREQUIRED, PREP NEWDOOR OPG

INFILL ORIGINAL OPG W/CONC, REINFORCING AS

TYPICALLY INDICATED

ELEVATOR FRAME

ABANDON ORIGINALELEVATOR PIT

REMOVE EXISTFLOOR STRUCTURE

ADD ELEVATOR DOOR

1'-3

"8"

RENFORCED CONCPIT FLOOR ONCOMPACTED FILL.PIN TO

ELEVATOR DOOR

REMOVE EXIST S.O.G.

7'-514"

ELEV PIT EL 12'-6"

1st FLOORT.O. PLWDEL. 27'-2"

4A0.35

A0.3

3AA0.3

LINE OF SUMP PITBEYOND.SEE DWG. S0.5

REMOVE PART OF EXISTCMU WALL AS REQUIREDFOR NEW DOOR OPG.

WATER PROOFINGWATER PROOFING

9'-8

"5'

-0"

7

W2

APPROVEDWINDOWSYSTEM

56

8" PIN: #5 16" LONG @16" O.C.. EMBED 8"

CORRIDOR 2

AMP AMP

16-297






OWNER

SURVEYOR



OWNER'S CONSULTANTS







S1.1


FOUNDATION PLAN& ELEVATOR PIT

FOR PRICING04/01/19

FOR PERMIT04/03/19

04/03/19

RAISE BLDG1 03/19/20RAISE GR FLR TOEL 17'-6" / RE-ISSUE05/15/202

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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FIRST FLOOR FRAMING PLAN

125'

-0"

AA3.1A B C

20'-

2"

10'-

0"24

'-2"

10'-

8"19

'-0"

19'-

6"15

'-0"

1

2

3

4

6

5

5'-612"

35'-9"

6'-412"

1/8" = 1'-0"

W12

x 2

2W

12 x

65

B CA

20'-3"15'-0"

PROPERTY LINE (TYP)

S0.37

TYP



BWP

LEGEND


(3) 1 3/4" X 11 7/8" LVL's

W24

x 6

8

STL COL DN,WD POST UP


WD POST UP



BALC 2x10'S@ 16" OC

AA3.1

W24

x 1

04W

16 x

50

BALC

FRAMINGRADIUS60'-0"

CANTILEVERABOVE AT2nd FLOOR

FRAMINGRADIUS20'-3"

FOUNDATIONWALL BELOW(TYP)

CANTILEVEREDWING (TYP)


TYPICAL FRAMING NOTES:

1. EXTERIOR OPGS (DOOR, WINDOWS) ARE FULL HEIGHT. ALLHEADERS SHALL BE FLUSH-FRAMED WITH FLOOR OR ROOF ABOVE.SEE ARCH DWGS FOR LOCATIONS.

2. LVL BEAMS ARE FLUSH-FRAMED EXCEPT WHERE NOTED(CANTILEVERS).

3. PROVIDE RADIUSED LVL's AT EDGE OF ALL CANTILEVERED WINGS.MATCH FRAMING RADIUS INDICATED ON PLAN.

4. PROVIDE HURRICANE TIES AT EACH ROOF RAFTER.

5. FLOOR DECKING FLOORS 1-3 : 3/4" PLYWOOD

6. DECKING AT ROOF: 5/8" PLYWOOD.

7. STAIRWAY ENCLOSURE SHALL BE CONSTRUCTED AS A FIREBARRIER, WITH CONTINUOUS FIRE RATING FROM TOP OF FLOORDECKING TO UNDERSIDE OF FLOOR OR ROOF DECKING ABOVE. ATFLOOR JOISTS, PROVIDE JOIST HANGERS ON LEDGER. GWB SHALLEXTEND UP BETWEEN LEDGER AND STAIRWAY ENCLOSURE STUDS.

CONCRETE FOUNDATION

WOOD FRAME BEARING WALL BELOW

LANDING2x12's

LANDING2x12's

STAIRWAY 1

SECOND FLOOR FRAMING PLAN

20'-

2"

1

AA3.1B CA

10'-

8"

2

3

19'-

0"

4

6

5

19'-

6"15

'-0"

10'-

0"

BALC

1/8" = 1'-0"

POSTUP & DN

HEADER

FLUSH TOP

HEADERHEADER

B CA

POST UP& DN

POST UP & DN

POST UP& DN

POSTUP & DN

PROPERTY LINE (TYP)

35'-9" 11'-0"

20'-3"15'-0"

3'-3"

LANDING2x12's

POST UP & DN

POST UP& DN

FRAMERADIUS23'-2"

DROPPED BEAM(3) 1 34" X 14" LVL's

2x10's @ BALCONY

(2) 134" x 14" LVL's CANTILEVERED

POST UP & DN

POST UP & DN

BEARING WALLBELOW (TYP)

DROPPED BEAM(3) 13

4" X 14" LVL's

FRAMINGRADIUS20'-3"

134" x 14" LVL's @ 16" O.C.

CANTILEVERED

CANTILEVERED WING (TYP)

AA3.1

6'-3

"


LANDING2x12's

FRAMINGRADIUS60'-0"

(4) 134" x 14" LVL's

CANTILEVERED

M

M

M

M

FLOOR PLAN ON TOP OF FLOOR FRAMING

14" TJI 110 @ 16" O.C.

14" TJI 110 @ 16" O.C.

14" TJI 110 @ 16" O.C.

14" TJI 110 @ 16" O.C.

14" TJI 210 @ 16" O.C.

DROPPED BEAM(3) 13

4" X 14" LVL's

14" TJI 210 @ 16" O.C.

134" x 14" LVL's @ 16" O.C.

CANTILEVERED


14" TJI 110 @ 16" O.C.

2x10 @ 16" O.C.

14" TJI 110 @ 16" O.C.

134" X 14" LVL'S @ 16" O.C.

CUT TO FIT or 14" TJI 210@ 16" O.C.

134" x 14" LVL's @ 16" O.C.

CANTILEVERED 134" x 14" LVL's @ 16" O.C.

CANTILEVERED

14" TJI 110 @ 16" O.C.

(3) - 134" x 14" LVL'S

(3) - 134" x 14" LVL'S

(3) - 134" x 14" LVL'S

(2) - 134" x 14" LVL'S

(4) - 134" x 14" LVL'S

14" TJI 210 @ 16" O.C.

134" x 14" LVL's @ 16" O.C.

CANTILEVERED

CURVED EDGEBEAM (TYP)

CURVED EDGEBEAM (TYP)

STEEL BEAM HEADER OVERGARAGE DOOR BELOW

BEARING WALL BELOW

HEADER

5'-6

"

4.1

134" x 91

2" LVL's @ 12" O.C.W21

x 5

7

(4) 134" x 14" LVL's

CANTILEVERED

STL

COL

DN

WD POST UPWD POST UP

(2) 134" x 14" LVL's

HEADERS AT OPGS (TYP)

STAIRWAY

2

DA3.3

7'-7

"7'

-11"

4.1

5'-6

"

B.9

6"

B.9

35'-9"

20'-3"15'-0" 6"

B.9

STL COL DN, WD POST UP

5.9

6"

1.1

6"

2x6 BEARINGWALL BELOW

(TYP)

DA3.3

DA3.3

1.1

5.9

24'-

2"6"

3'-3" 11'-0"3'-3" 11'-0"

B.9

6"

4'-7

"

(2) 134" X 21" LVL @ 16" O.C.

3'-8"

10'-1012"

3'-8"

10'-1012"BATHROOM FIXTURES,

COORDINATE FRAMING TOAVOID PLUMBING

WDPOST UP

BEARING WALL UP

2x10 @ 16" O.C. (-12")

(3) 134" X 14" LVL


HEADER

BALC 2x10'S@ 16" OC

LVL HEADERS AT ALLOPGS FLUSH TOP

M MOMENT CONNECTION

DA3.3

HEADER

FLUSH TOP

6"

POSTUP

POSTDN

35'-9"3'-3"

11'-0"20'-3"15'-0" 6"

2x8 @ 16" O.C. FLUSH BOTTOM

(3) 2x12

1A3.4

1A3.4


1S1.1

1S1.1

(3) 134" X 91

2" LVL'S

7'-7

"5'

-8"

POST UP & DN

13'-

10"

5'-8

"

ELEVHOISTWAY

ELEVHOISTWAY

STAIRWAY 1

2

AMP AMP

16-297






OWNER

SURVEYOR



OWNER'S CONSULTANTS







1st & 2nd FLOORFRAMING PLANS

S1.2

FOR PRICING04/01/19

FOR PERMIT04/03/19

04/03/19

RAISE BLDG1 03/19/20RAISE GR FLR TOEL 17'-6" / RE-ISSUE05/15/202

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ISSUE / REVISION

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CHECKED

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DATE

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DRAWING

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DWG. NO.

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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THIRD FLOOR FRAMING PLAN1/8" = 1'-0"

ROOF FRAMING PLAN1/8" = 1'-0"

STAIRWAY 1

20'-

2"

1

AA3.1B CA

10'-

8"

2

3

24'-

2"19

'-0"

4

6

5

19'-

6"10

'-0"

BALC

POSTUP & DN

HEADER

HEADERS

POST UP& DN

POST UP& DN

POST UP& DN

POSTUP & DN

PROPERTY LINE (TYP)

35'-9" 11'-0"

20'-3"15'-0"

3'-3"

LANDING2x12's

POST UP& DN

FRAMINGRADIUS60'-0"

FRAMERADIUS23'-2"

DROPPED BEAM(3) 13

4" X 14" LVL's

STAIRWAY 1

20'-

2"

1

AA3.1B CA

10'-

8"

2

3

24'-

8"19

'-0"

4

6

5

19'-

6"10

'-0"

FRAMINGRADIUS20'-3"

POST DN

HEADER

HEADERS

POST DN

POST DN

POST DN

POST DN

PROPERTY LINE (TYP)

35'-9" 11'-0"

20'-3"15'-0"

3'-3"

LANDING2x12's

POST DNFRAMINGRADIUS60'-0"

FRAMERADIUS23'-2"

DROPPED BEAM(3) 1 34" X 14" LVL's



DROPPED BEAM(3) 13

4" X 14" LVL's

DROPPED BEAM(3) 13

4" X 14" LVL's

POST DN

HEADERHEADER

DROPPED BEAM(3) 13

4" X 14" LVL's

2x10's @ BALCONY

POST UP & DN

POST UP & DN

POST UP & DNPOST DN


134" x 14" LVL's @ 16" O.C.

CANTILEVERED

FRAMINGRADIUS20'-3"

DROPPED BEAM(3) 13

4" X 14" LVL's

134" x 14" LVL's @ 16" O.C.

CANTILEVERED


POSTDN

POSTUP & DN

POST DN POST UP& DN

ROOFTOP CONDENSERABOVE (TYPICAL)

AA3.1

AA3.1

POST DNPOST UP & DN

DROPPED BEAM(3) 13

4" X 14" LVL's



LANDING2x12's

LANDING2x12's

(2) 134" x 14" LVL's CANTILEVERED

14" TJI 210 @ 16" O.C.

14" TJI 110 @ 16" O.C.

14" TJI 110 @ 16" O.C.

14" TJI 110 @ 16" O.C.

14" TJI 110 @ 16" O.C.

14" TJI 210 @ 16" O.C.

14" TJI 210 @ 16" O.C.

134" x 14" LVL's @ 16" O.C.

CANTILEVERED

134" x 14" LVL's @ 16" O.C.

CANTILEVERED

14" TJI 110 @ 16" O.C.

14" TJI 110 @ 16" O.C.

14" TJI 110 @ 16" O.C.

14" TJI 110 @ 16" O.C.

14" TJI 210 @ 16" O.C.

134" x 14" LVL's @ 16" O.C.

CANTILEVERED

134" x 14" LVL's @ 16" O.C.

CANTILEVERED

DROPPED BEAM(3) 13

4" X 14" LVL's

(3) - 134" x 14" LVL'S

(3) - 134" x 14" LVL'S

(2) - 134" x 14" LVL'S

(4) - 134" x 14" LVL'S

(3) - 134" x 14" LVL'S

(3) - 134" x 14" LVL'S

(3) - 134" x 14" LVL'S

(3) - 134" x 14" LVL'S

3'-278"

ELEVATOR HOISTWAY:-HOIST BEAM W8 x 24-2-HR CONC SLAB /

COMPOSITE DECK ATHOISTWAY ROOF ROOF /MACHINE ROOM FLOOR

4.1

5'-6

"

4.1

5'-6

"

B CA B.9B CA B.9

35'-9"

20'-3"15'-0" 6"

35'-9"

20'-3"15'-0" 6"

15'-

0"

1.1

5.9

6"

15'-

0"

1.1

5.9

6"

6"

3'-3" 11'-0"3'-3" 11'-0"

B.9B.9

6" 6"

DA3.3

DA3.3

DA3.3

DA3.3

HEADER

FLUSH TOP

POST UP& DN

POST UP& DN

8'-0"

7'-4"

BALC 2x10'S@ 16" OC

POST DN

HEADER

FLUSH TOP

HEADER

FLUSH TOP

HEADER

FLUSH TOP

STAIRWAY

2


5'-8

"

POSTDN

7'-7

"5'

-8"

6'-3

"

13'-

10"

5'-8

"

POST DN

ELEVHOISTWAY

ELEVHOISTWAY


AA3.1

2

3

4

6

5

1

BA

STAIR WAY 1

ELEV.MACH.ROOM

HIGH ROOF FRAMING PLAN1/8" = 1'-0"

AA3.1

ROOF JOISTS2x8 @ 16" O.C

ROOF JOISTS2x8 @ 16" O.C

5/8" PLYWD DECK

2-HR 612" CONC SLAB

/ COMPOSITE STEELDECK AT HOISTWAYROOF ROOF /MACHINE ROOMFLOOR

BA

4.1

5.9

1.1

DA3.3

DA3.3

FRAME ASREQUIRED FORHOISTWAY ANDMACHINE ROOMVENTS



BWP

LEGEND


TYPICAL FRAMING NOTES:

1. EXTERIOR OPGS (DOOR, WINDOWS) ARE FULL HEIGHT. ALLHEADERS SHALL BE FLUSH-FRAMED WITH FLOOR OR ROOF ABOVE.SEE ARCH DWGS FOR LOCATIONS.

2. LVL BEAMS ARE FLUSH-FRAMED EXCEPT WHERE NOTED(CANTILEVERS).

3. PROVIDE RADIUSED LVL's AT EDGE OF ALL CANTILEVERED WINGS.MATCH FRAMING RADIUS INDICATED ON PLAN.

4. PROVIDE HURRICANE TIES AT EACH ROOF RAFTER.

5. FLOOR DECKING FLOORS 1-3 : 3/4" PLYWOOD

6. DECKING AT ROOF: 5/8" PLYWOOD.

7. STAIRWAY ENCLOSURE SHALL BE CONSTRUCTED AS A FIREBARRIER, WITH CONTINUOUS FIRE RATING FROM TOP OF FLOORDECKING TO UNDERSIDE OF FLOOR OR ROOF DECKING ABOVE. ATFLOOR JOISTS, PROVIDE JOIST HANGERS ON LEDGER. GWB SHALLEXTEND UP BETWEEN LEDGER AND STAIRWAY ENCLOSURE STUDS.

CONCRETE FOUNDATION

WOOD FRAME BEARING WALL BELOW

FLOOR PLAN ON TOP OF FLOOR FRAMING

M MOMENT CONNECTION

AMP AMP

16-297






OWNER

SURVEYOR



OWNER'S CONSULTANTS







S1.3

3rd FLOOR & ROOFFRAMING PLANS

FOR PRICING04/01/19

FOR PERMIT04/03/19

04/03/19

1 RAISE BLDG03/19/20RAISE GR FLR TOEL 17'-6" / RE-ISSUE05/15/202

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STAMP

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ISSUE / REVISION

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DATE

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NO.

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DESCRIPTION

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PROJECT

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DRAWN

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CHECKED

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DATE

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DRAWING

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DWG. NO.

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C

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374 CONGRESS STREET

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BOSTON, MA 02210-1807

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TEL: (617) 423-1022

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FAX: (617) 426-0939

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Documents

Frederick J. Geisel · 2020-07-01 · basement, 1st & 2nd floor lighting plans 3rd floor & roof lighting plans e1.3 e1.4 e2.1electrical notes and details e2.2electrical notes, diagrams