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38B-008 (4) Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 1. Future renovation projects defined as "substantial" will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next major building improvement or repair project. 3. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 85 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 } Findings and Recommendations: This fire escape is in good condition. The following action items are recommended: 1. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modifications/replacement of the railings be included as part of the next major building improvement or repair project. 3. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. The First Floor Fire Escape This fire escape consists of a steel stair and landing between finished grade and the first floor level. The stair between finished grade and the first floor landing consists of ten (10) inch channel stringers with steel grating treads. The rise varies between 7 1/4 inches and 7 3/4 inches and the run varies between 9 3/4 inches and 10 %2 inches. The railing consists of a 1 3/4 inch by 3/4 inch architectural top rail with '/ inch spindles spaced at 4 1/4 to 5 3/8 inch on center, and one (1) inch square posts. The railings are 36 3/4 inches above the threads. The first floor landing area is 48 3/4 inches by 43 inches, consisting of a steel grating supported by a ten (10) inch channel frame with two (2) three (3) inch by three (3) inch by 3/16 inch angle legs. The railing for the first floor landing consists of a 1 3/4 inch by 3/4 inch architectural top rail with % inch spindles spaced at 4 3/8 to 5 1/2 inch on center, and one (1) inch square posts. The top of the railing is at 38 inches. Findings and Recommendations: This fire escape is in good condition. The following action items are recommended: 60 Page 84 of 85 November 18, 2013 adm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Unity House Unity House is a two (2) story masonry building structure with a steel stair and landing fire escape systems. Unity House is used for the college cultural offices. The Occupancy Group for this structure is Group B. The Construction Type for this building is Type III. Unity house has two (2) fire escape structures, one (1) servicing the second story and one (1) servicing the first floor. The Second Floor Fire Escape This fire escape consists of steel stair and landing between finished grade and the second floor level. The stair between finished grade and the second floor landing consists of eight (8) inch channel stringers with steel grating treads. The average rise and run of the stairs is 8 1/4 inches and 8 1/2 inches respectively. The railing consists of a 1 1/2 inch by 1 1/2 inch by 1/4 inch angle top rail with a 1 inch by 3/16 inch mid rail, and 1 1/2 by 1 1/2 by 1/4 angle posts. The top of the railing is 30 inches above the threads. The second floor landing area is 61 inches by 40 1/2 inches, consisting of a steel grating supported by a 2 1/2 inch by 3/16 plate frame with two (2) 2 1/2 inch by 3/16 inch plate knee braces. The railing for the second floor landing consists of a 1 1/2 inch by 1 1/2 inch by 1/4 inch angle top rail with a 1 inch by 3/16 inch mid rail and 1 1/2 inch by 1 1/2 inch by 1/4 inch angle posts. The top of the railing is at 33 1/2 inches. Y ? 1 #La4^ Page 83 of 85 November 18, 2013 ed m Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Findings and Recommendations: This fire escape is in good condition. The following action items are recommended: 1. The entire structure is in need of painting. It is recommended that this task be implemented within the next tow (2) to three (3) years 2. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 3. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next major building improvement or repair project. 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Basement Entrance Stair The basement entrance stair is a steel stair that leads to the basement entrance. The stairs consists of ten (10) inch channel stringers with steel grating treads. The rise varies between six (6) to 6 3/4 inches and the run varies between 10 1/4 to 10 3/4 inches. The railing is constructed of 1 '/ inch pipe railing with a mid rail and posts and is 32 inches high. Findings and Recommendations: This fire escape is in good condition. The following action items are recommended: 1. The entire structure is in need of painting. It is recommended that this task be implemented within the next tow (2) to three (3) years 2. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 3. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next major building improvement or repair project. 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 82 of 85 November 18, 2013 49dm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Tilley House Tilley House is a two (2) story masonry building structure with a steel stair and landing fire escape system. Tilley House is used for academic purposes. The Occupancy Group for this structure is Group B. The Construction Type for this building is Type III. The above grade fire escape consists of steel stairs and an intermediate landing between finished grade and the second floor level. The stair between finished grade and the first landing consist of six (6) inch channel stringers with 1 1/8 inch steel grating treads. The average rise and run of the stairs is 7 7/8 inches and 7 3/4 inches respectively. The railing consist of 1 1/2 inch by 1 1/2 inch by 1/4 inch angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at 6 3/4 inches on center, and 1 1/2 by 1 1/2 by 1/4 angle posts. The railings opposite the building wall are 34 inches above the threads. The first landing area is 42 1/4 inches by 60 inches, consisting of a 1 1/8 inch steel grating supported by four (4) inch channel frame with two (2) three (3) inch by three (3) inch by 1/4 inch angle legs. The railing for the first level landing consists of a 1 1/2 inch by 1 1/2 inch by 1/4 inch angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at seven (7) inches on center, and 1 1/2 inch by 1 1/2 inch by 1/4 inch angle posts. The top of the railing is at 34 inches. The stair between first landing and the second floor landing consists of six (6) inch channel stringers with 1 1/8 inch steel grating treads. The average rise and run of the stairs is 7 5/8 inches and 7 3/4 inches respectively. The railing consist of a 1 1/2 inch by 1 1/2 inch by 1/4 inch angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at 6 1/2 inches on center, and 1 1/2 inch by 1 1/2 inch by 1/4 inch angle posts. The railings opposite the building wall are 34 inches above the threads. The second floor landing is the roof of a first floor area which is a membrane roof with a walking surface. The railing along the this landing is a steel rail type consisting of a 1 1/2 inch by 1 1/2 inch by 1/4 inch angle top rail on the porch roof parapet. The top of the rail is 35 1/4 inches above the deck of the second floor landing. t t . x x i� �4p t } Page 81 of 85 November 18, 2013 CGGlt'Yt Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 40 to 0 Page 80 of 85 November 18, 2013 acim Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 3. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 4. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next major building improvement or repair project. 5. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. GO a Page 79 of 85 November 18, 2013 ad Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 i 1 f 1 n,: v Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. The entire structure is in need of painting. It is recommended that this task be implemented within the next one (1) to two (2) years 2. The bottom of the stair system is secured with a cage and a locked gate at the base of the stair tower. A second gate with crash hardware is located in the cage after passing by large electrical equipment components. It is recommended that the gate nearest the base of the stairs be modified to allow ease of egress. This should be implemented within the next year. 60 Page 78 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 The sixth level landing at the third floor is 40 1/2 inches by 131 1/2 inches, consisting of a 1 1/4 inch steel grating supported by three (3) inch by three (3) inch by 1/4 inch angle frame, with two (2) 2 '/2 inch by 2 '/2 inch by 3/16 inch knee braces. The railing for the this level landing consists of a 1 1/2 by 1 1/2 by 1/8 angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) to 5 1/8 inches on center. The top of the railing is at 34 1/2 inches. The ladder to the roof level consists of 1 Y2 inch diameter side rails spaced at 16 '/2 inches clear with 5/8 inch rungs spaced at 11 3/4 inches to 12 inches. At the top of the ladder the path crosses over a 13 '/2 inch wide parapet and steps down 10 3/4 inches to a membrane roof. The stair tower assembly is supported by the building structure and two four (4) inch square columns located at the center of the landing and at the ends of the stair tower. y.c � k Page 77 of 85 November 18, 2013 ed m Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 The third level landing area is 50 '/2 inches by 70 1/2 inches, consisting of a 1 1/4 inch steel grating supported by three (3) inch by three (3) inch by 1/4 inch angle frame, with two (2) 2 'h inches by 2 '/2 inches by 3/16 inch knee braces. The railing for the third level landing consists of a 1 1/2 inch by 1 1/2 inch by 1/8 inch angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) to 5 1/4 inches on center. The top of the railing is at 35 inches. The stair between third level landing and the fourth level landing at the second floor consists of five (5) inch by 3/8 inch plate stringers with 1 1/4 inch steel grating treads. The average rise is 8 1/4 inches and the average run 8 5/8 inches. The railing consist of a 1 1/2 inch by 1 1/2 inch by 1/8 inch angle top rail with two (2) 1 3/4 inch by 3/16 inch center rails parallel to the top rail, and 1 '/Z inch by 7/16 inch posts. The railings opposite the building wall are 33 3/4 inches above the threads. The fourth level landing at the second floor is 73 1/4 inches by 134 inches, consisting of a 1 1/4 inch steel grating supported by three (3) inch by three (3) inch by 1/4 inch angle frame with two (2) three (3) inch by three (3) inch by 1/4 inch angle legs. The railing for the this landing consists of a 1 1/2 inch by 1 1/2 inch by 1/8 inch angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) to 5 1/8 inches on center. The top of the railing is at 35 inches. The second floor walkway connecting the fourth level landing at the second floor with the stair to the fifth level landing is 61 inches by 33 1/2 inches consisting of a 1 1/4 inch steel grating supported by three (3) inch by three (3) inch by 1/4 inch angle frame, with two (2) three (3) inch by three (3) inch by 1/4 inch angle legs. The railing for this level landing consists of a of 1 1/2 inch by 1 1/2 inch by 1/8 inch angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) to 5 1/8 inches on center. The top of the railing is at 35 inches. The fourth level landing at the second floor and walkway at the second floor form a "L" shaped surface. The stair between fourth level landing at the second floor and the fifth level landing consists of five (5) inch by 3/8 inch plate stringers with 1 1/4 inch steel grating treads. The average rise and run is eight (8) inches and nine (9) inches respectively. The railing consist of a 1 1/2 inch by 1 1/2 inch by 1/8 inch angle top rail with two (2) 1 3/4 inch by 3/16 inch center rails parallel to the top rail, and 1 'h inch by 7/16 inch posts. The railings opposite the building wall are 34 1/2 inches above the threads. The fifth level landing area is 67 inches by 77 inches, consisting of a 1 1/4 inch steel grating supported by three (3) inch by three (3) inch by 1/4 inch angle frame with two (2) 2 'h inches by 2 '/2 inches by 3/16 inch knee braces. The railing for this level landing consists of a 1 1/2 inch by 1 1/2 inch by 1/8 inch angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) to 5 1/4 inches on center. The top of the railing is at 35 inches. The stair between fifth level landing and the sixth level landing at the third floor consists of five (5) inch by 3/8 inch plate stringers with 1 1/4 inch steel grating treads. The average rise is 8 1/8 to 8 1/4 inches and the average run is eight (8) inches. The railing consist of a 1 1/2 inch by 1 1/2 inch by 1/8 inch angle top rail with two (2) 1 3/4 inch by 3/16 inch center rails parallel to the top rail, and 1 'h inch by 7/16 inch posts. The railings opposite the building wall are 33 1/2 inches above the threads. Page 76 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Stoddard Hall Stoddard Hall is a three (3) story masonry building structure with a steel stair and landing fire escape assembly. Stoddard Hall is used for academic purposes. The Occupancy Group for this structure is Group B. The Construction Type for this building is Type III. The fire escape consists of steel stair and landing assemblies between finished grade and the third floor level. The stair between finished grade and the first landing consists of six (6) inch by 3/8 inch plate stringers with 1 1/4 inch steel grating treads. The average rise and run of the stairs is eight (8) inches and 8 3/4 inches respectively. The railing at the wall is a 1 inch pipe railing attached to the building wall at a height of 34 1/2 inches. The railing opposite the wall consists of a 1 1/2 inch by 1 1/2 inch by 1/8 inch angle top rail with two (2) 1 3/4 inch by 3/16 inch center rails parallel to the top rail and 1 1/2 inch by 7/16 inch posts. The railings opposite the building wall are 32 3/4 inches above the threads. The first level landing area is 57 1/2 inches by 71 1/2 inches, consisting of a 1 1/4 inch steel grating supported by three (3) inch by three (3) inch by 1/4 inch angle frame with two (2) three (3) inch by three (3) inch by 1/4 inch angle legs, and a 2 '/2 inch by 2 '/ inch by 3/16 inch knee brace. The railing for the first level landing consists of a 1 1/2 inch by 1 1/2 inch by 1/8 inch angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) inches on center. The top of the railing is at 35 inches. The stair between first level landing and the second level landing at the first floor consists of five (5) inch by 3/8 inch plate stringers with 1 1/4 inch steel grating treads. The average rise varies between 8 1/8 inches and 8 '/2 inches and the average run is eight (8) inches. The railing consist of a 1 1/2 inch by 1 1/2 inch by 1/8 inch angle top rail with two (2) 1 3/4 inch by 3/16 inch center rails parallel to the top rail, and 1 % inch by 7/16 inch posts. The railings opposite the building wall are 34 inches above the threads. The second level landing area at the first floor is 73 1/4 inches by 134 inches, consisting of a 1 1/4 inch steel grating supported by a three (3) inch by three (3) inch by 1/4 inch angle frame with two (2) three (3) inch by three (3) inch by 1/4 inch angle legs. The railing for the first level landing consists of a 1 1/2 inch by 1 1/2 inch by 1/8 inch angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) to 5 1/4 inches on center. The top of the railing is at 36 inches. There is a walkway connecting the second level landing with the stair to the third level landing. The size of this walkway is 101 inches by 35 inches and it consists of 1 1/4 inch steel grating supported by a three (3) inch by three (3) inch by 1/4 inch angle frame with two (2)three (3) inch by three (3) inch by 1/4 inch angle legs. The railing for this walkway consists of a 1 1/2 inch by 1 1/2 inch by 1/8 inch angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) to 5 1/4 inches on center. The top of the railing is at 36 inches. The stair between second level landing and the third level landing consists of five (5) inch by 3/8 inch plate stringers with 1 1/4 inch steel grating treads. The average rise varies between eight (8) inches and 8 % inches and the average run is 8 3/4 inches. The railing consist of a 1 1/2 inch by 1 1/2 inch by 1/8 inch angle top rail with two (2) 1 3/4 inch by 3/16 inch center rails parallel to the top rail, and 1 '/2 inch by 7/16 inch posts. The railings opposite the building wall are 33 3/4 inches above the threads. 00 04F a Page 75 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Page 74 of 85 November 18, 2013 OCIM Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 3/4 inch square spindles spaced at 4 11/16 inches on center, and two (2) square posts at the top and bottom of the stringers. The railings are 35 inches above the threads. The first floor landing area is 49 inches by 96 inches, consisting of a Y2 inch steel deck supported by a 12 inch channel stringers and a 2 '/ inch "T" shaped center support member. The deck is supported by the building structure and by 2 /12 inch square tube columns. The railings consist of a 2 1/2 inch by 1 3/8 inch architectural top rail with 314 inch square spindles spaced at 4 11/16 inches on center. The top of the railing is at 36 inches. Findings and Recommendations: This fire escape is in poor to good condition. The following action items are recommended: 1. The five (5) inches wide flange center member at the base of the stairs is severely corroded and need to the renewed. It is recommended that this member should be renewed within the next year. 2. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 3. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next major building improvement or repair project. 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 73 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 3. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next major building improvement or repair project. 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. The Stair and Landing Servicing the First Floor Level South End This fire escape consists of a steel stair and landing at the south end of the building between finished grade and the first floor level. The stair between finished grade and the first floor landing consists of 12 inch channel stringers and a six (6) inch wide flange center support member with patterned steel treads. The average rise and run of the stairs is 6 7/8 inches and 11 3/8 inches respectively. The railings consist of a 2 1/2 inch by 1 3/8 inch architectural top rail with 3/4 inch square spindles spaced at 4 11/16 inches on center, and two (2) square posts at the top and bottom of the stringers. The railings are 35 inches above the threads. The first floor landing area is 49 inches by 96 inches consisting of a patterned steel deck supported by a 12 inch channel stringers and a six (6) inch wide flange center support member. The deck is supported by the building structure and by two (2) two (2) inch square tube columns. The railings consist of a 2 1/2 inch by 1 3/8 inch architectural top rail with 3/4 inch square spindles spaced at 4 11/16 inches on center. The top of the railing is at 36 inches. Findings and Recommendations: This fire escape is in fair to good condition. The following action items are recommended: 1. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next major building improvement or repair project. 3. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. The Stair and Landing Servicing the First Floor Level North End This fire escape consists of steel stair and landing at the north end of the building between finished grade and the first floor level. The stair between finished grade and the first floor landing consists of 12 inch channel stringers and a five (5) inches wide flange center support member with cast iron treads. The average rise and run of the stairs is 6 7/8 inches and 11 inches respectively. The railings consist of a 2 1/2 inch by 1 3/8 inch architectural top rail with 60 Page 72 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 1. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next major building improvement or repair project. 3. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. 4. The path behind the stair, between the stair and foundation wall is only 27 3/8 inches wide. The Stair and Landing Servicing the Second and Third Floor Levels The fire escape servicing the second and third floor levels is a steel stair and landing assembly between finished grade and the third floor level. The stair between finished grade and the first landing consists of eight (8) inch channel stringers with 1 1/4 inch steel grating treads. The average rise and run of the stairs is eight (8) inches and 9 1/4 inches respectively. The railings consist of a two (2) inch by two (2) inch by 3/16 inch angle top rail and posts with two (2) 1 3/8 inch by 1/4 inch center rails parallel to the top rail. The railings are 34 inches above the threads. The first landing area is 39 inches by 98 inches consisting of a 1 1/4 inch steel grating supported by an eight (8) inch channel frame with a six (6) inch channel center support. The railing for the first floor landing consists of a of two (2) inch by two (2) inch by 3/16 inch angle top and bottom rail with 5/8 inch diameter spindles spaced at 7 3/4 inches on center. The top of the railing is at 34 1/2 inches. The remaining stair and landings between the first landing and the second floor landing, the second floor landing and the third landing, and the third landing and the third floor landing are of similar construction to the stair and landing system described above. The stair tower is supported by the building structure and two four (4) inch square columns located at the center of the landing at the ends of the stair tower. Findings and Recommendations: This fire escape is in fair to good condition. The following action items are recommended: 1. The bottom of the stair system is secured with a locked gate. The gate should be modified to allow ease of egress. It is recommended that this action be implemented within the next year. 2. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. %lb Page 71 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Findings and Recommendations: This fire escape is in fair to good condition. The following action items are recommended: 0 Page 70 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Scott Gym Scott Gym is a three (3) story masonry building structure with four steel stair and landing assemblies. Scott Gym is used for academic purposes. The Occupancy Group for this structure is Group B. The Construction Type for this building is Type III. The stair and landing systems include one stair and landing system servicing the basement level, one stair and landing system servicing the second and third floor level, and two (2) stair and landing systems servicing the first floor. The Stair and Landing for the Basement A stair consisting of galvanized steel landing and stair between finished grade and the basement floor level. The finished grade landing area is 36 1/2 inches by 38 1/8 inches consisting of a 1/4 inch patterned steel deck supported by a 12 inch channel frame. The railing for the first floor landing consists of a 1 '/2 inch pipe and a top rail with one (1) center rail parallel to the top rail and posts. The top of the railing is at 42 inches. The stair assembly consists of 12 inch channel stringers with 1/4 inch patterned steel treads. The average rise and run of the stairs is seven (7) inches and ten (10) inches respectively. The railings consist of 1 1/2 inch pipe and a top rail with one (1) center rail parallel to the top rail and posts. The railings are 34 inches above the threads. k 4.* Page 69 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 2. Future renovation projects defined as "substantial" will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 3. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. 00 60 Page 68 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 3. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Landing to the Right of Center Rear: The landing located to the right of center rear of the building is formed by the roof of a first floor space. The landing surface is a one (1) inch by three (3) inch wood deck over a metal roof. The size of this area is 15 feet 8 1/2 inches by 63 inches. The railing consists of a 2 1/4 inch by 1 1/8 inch architectural top rail, a 1 1/4 inch by 3/8 inch bottom rail, 5/8 inch spindles spaced at 4 5/8 inches on center, and 1 1/2 inch square vertical support members. The height of the rail is 38 1/2 inches above the landing. Findings and Recommendations: This landing is in good condition. The following action items are recommended: 1. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next major building improvement or repair project. 2. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 3. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Landing at the Right Rear: The right rear of the building landing area is 22 inches by 15 feet 5 1/4 inches, consisting of 1 inch bar grating deck supported by a 1 1/4 inch by 1 1/4 inch by 3/16 inch angle frame supported with architectural knee braces at three (3) locations along the platform. The railing consists of a 1 1/2 inch by 3/4 inch architectural top rail, a 1 1/4 inch by 3/8 inch bottom rail, 5/8 inch spindles spaced at 4 3/4 inches to five (5) inches on center, and architectural vertical support members. Findings Recommendations: This landing is in good condition. The following action items are recommended: 1. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next major building improvement or repair project. Page 67 of 85 November 18, 2013 adm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Findings and Recommendations: This landing is in good condition. The following action items are recommended: 1. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next major building improvement or repair project. 2. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 3. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Center Rear Landing: The rear center fire escape landing area is 21 inches by 78 inches, consisting of wood plank deck supported by a 1 1/4 inch by 1 1/4 inch by 3/16 inch angle frame supported with architectural knee braces at two (2) locations along the platform. The railing assembly consists of a 1 3/4 inch by 3/4 inch architectural top rail, 1 1/4 inch by 3/8 inch bottom rail, 5/8 inch spindles spaced at 5 inches on center, and architectural corner vertical members. The height of the rail is 33 inches above the landing. Findings and Recommendations: This landing is in good condition. The following action items are recommended: 1. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modifications/replacement of the railings be included as part of the next major building improvement or repair project. 2. Future renovation projects defined as "substantial" will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section Page 66 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Presidents House Presidents House is a two (2) story wood frame structure with four (4) steel landings at the second level. Presidents House is used for residential purposes. The Occupancy Group for this structure is Group R-3. The Construction Type for this building is Type V. The landings are located as follows; one (1) near the center front of the building, one (1) near the center rear of the building, and two (2) to the right (as facing) of center on the rear of the building. Center Front Landing: The front landing fire escape is formed by the roof of the main entrance overhang roof. The landing surface is a metal roof material. The area of this area is 94 3/4 inches by 12 1/4 inches. The railing consists of a 1 3/4 inch by 3/4 inch architectural top rail, a 1 1/4 inch by 3/8 inch bottom rail, 5/8 inch spindles spaced at 5 inches on center, and architectural corner vertical members. The height of the rail is 35 1/4 inches above the landing. i ®r Page 65 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Page 64 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Lower Ladder The lower ladder located on the office facilities building has a slope of 74.9 degrees. The lower ladder consists of two (2) inch channel rails with a clear space of 18 '/2 inches, and 3/4 inch diameter rungs spaced at 12 inches on center. Findings and Recommendations: ` This fire escape is in fair condition. The following action items are recommended: 1. The entire structure is in need of painting. It is recommended that this task be implemented within the next two (2) to four(4) years. 2. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Additional Items Noted: 1. The path of egress between the upper ladder and the lower ladder requires passage within five feet of the roof edge. It is recommended that this minimum clearance area be protected by installing a railing along the edge of the roof. 2. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 3. At the time of inspection the entrance into the facilities building was locked. The door should be unlocked to allow a means of egress. 4. The interior of the facilities entrance door was used as a shelf for plants. The entrance area must be clear for egress purposes. Page 63 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Yt Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. The entire structure is in need of painting. It is recommended that this task be implemented within the next two (2) to four (4) years. 2. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 62 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Power House Power House is a four (4) story masonry/steel building structure with a steel ladder that leads to the roof of an adjacent facilities office building. The path crosses the roof the facilities office building and down another ladder leading to a lower roof where a door provides entrance into the facilities office building. The Occupancy Group for the power house building is Group F-5. The Construction Type for the power house building is Type II. The Occupancy Group for facilities office building is Group B. The Construction Type for the facilities office building is Type III. Upper Ladder The upper ladder leading from the roof of the power house to the upper roof of the facilities building consists of three (3) inch by three (3) inch angle rails with a clear spacing of 18 inches, and 3/4 inch diameter rungs spaced at 12 inches on center. The ladder includes a cage extending 81 inches above the upper level. t. a„ Y Page 61 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Findings and Recommendations: This fire escape is in excellent condition. The following action items are recommended: 1. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. The egress windows are covered with permanently attached stainless steel window screens. It is recommended that the window screen attachment should be modified to allow easy egress through the window opening. This should be implemented within the next year. 3. Several toe caps on the manufactured treads are loose and should be tightened soon. 4. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next major building improvement or repair project. 5. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. to %7 Page 60 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Wilson Gardener Connector Wilson Gardener Connector is a 2 1/2 story wood frame building structure with a steel stair and landing fire escape between the second floor and the ground level. Wilson Gardener Connector is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The finished grade landing is 16 1/8 inches above the finished grade. Access to the landing includes a nine (9) step onto a curb and a 7 1/8 inch step onto the landing. The landing frame is constructed of six (6) inch and ten (10) inch channels with a 1 1/8 inch welded bar grating. The landing area is 54 inches by 42 '/2 inches. The handrail along the platform consists of a 1 1/2 inch by 1/2 inch top rail and with 5/8 inch square spindles at 6 inches on center. The top of the railing is 42 1/4 inches above the landing. The landing is supported by four (4) inch by four (4) inch by 3/8 inch angle legs. The stair between the finished grade landing and second floor landing consists of ten (10) inch channel stringers with manufactured bar grating treads. The stair rise and run is 7 3/4 inches and eight (8) inches respectively. The handrail along the stairs consists of a 1 1/2 inch by 1/2 inch top rail, 1 '/2 inch by 1 '/z inch vertical support angles, and 5/8 inch square spindles at 6 1/2 inches on center. The top of the handrail along the stair is 37 inches above the treads. The second floor landing area is 57 1/2 inches by 57 1/2 inches, consisting of welded steel grating supported by a six (6) inch channel frame supported with 3 'h inch 3 'h inch knee braces at two (2) locations along the platform. The handrail along the platform consists of a 1 1/2 inch by 1/2 inch top rail and with 1/2 inch square spindles at 6 1/2 inches on center. The top of the railing is 42 inches above the landing. Page 59 of 85 November 18, 2013 ad m Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 4. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next building improvement or repair project. 5. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Morrow Extension Fire Escape The stair between the finished grade and second floor landing consists of ten (10) inch channel stringers with manufactured bar grating treads. The stair rise and run is 7 1/2 inches and 8 1/16 inches respectively. The handrail along the stairs consists of 1 1/2 inch by 1/2 inch top rail, 1 '/2 inch by 1 Y2 inch vertical support angles, and 5/8 inch square spindles at six (6) inches on center. The top of the handrail along the stair is 36 1/4 inches above the treads. The second floor landing area is 166 inches by 41 inches, consisting of welded steel grating supported by a six (6) inch channel frame supported with 3 '/2 inch 3 '/2 inch knee braces at four (4) locations along the platform. The handrail along the platform consists of 1 1/2 inch by 1/2 inch top rail and with 1/2 inch square spindles at 6 1/2 inches on center. The top of the railing is 42 inches above the landing. Findings: This fire escape is in good to excellent condition. The following action items are recommended: 1. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. The egress windows are covered with permanently attached stainless steel window screens. The window screen attachment should be modified to allow easy egress through the window openings. It is recommended that this task be implement within the next year. 3. Toe cap fasteners on the manufactured treads are missing or damaged. It is recommended that new toe cap fasteners be installed where missing or damaged within the next one (1) to two years. 4. Several toe caps on the manufactured treads are loose and it is recommended that they be tightened immediately. 5. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next major building improvement or repair project. 6. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 58 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Morrow Wilson Connector Morrow Wilson Connector is a 2 1/2 story wood frame building structure with two (2) steel stair and landing fire escapes between the second floor and the ground level. Morrow Wilson connector is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. Wilson Extension Fire Escape The stair between the finished grade and second floor landing consists of a six (6) inch by 3/8 inch plate along the building wall and a six (6) inches channel stringer on the opposite the wall with 1 1/4 inch bar grating. The stair rise varies between 7 3/4 inches and eight (8) inches with a nine (9) inches run. The handrail along the stairs consists of a 1 1/2 inch by 1/2 inch top rail, two (2) inch by two (2) by 3/16 inch vertical supports, and 5/8 inch square spindles at 7 5/8 inches on center. The top of the handrail along the stair is 32 5/16 inches above the treads. The second floor landing area is 59 inches by 38 inches with a 1 1/4 inch bar grating supported by a five (5) inch channel supported with 2 'h inch 2 '/2 inch knee braces at both ends of the platform. The handrail along the platform consists of 1 1/2 inch by 1 1/2 inch by 112 inch top rail and with 5/8 inch square spindles at 7 5/8 inches on center. The top of the railing is 36 inches above the landing. Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. The bottom tread is severely corroded and should be replaced. It is recommended that the bottom tread be replaced within the next year. 2. Future renovation projects defined as "substantial" will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 3. The entire structure is in need of painting. It is recommended that his task be implemented within the next one (1) to two (2) years. Page 57 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 The fourth/top landing is constructed with a three (3) inch channel frame. The deck of the landing is 1 1/4 inch steel bar grating. The landing area is 36 inches wide by 84 inches deep. The railings consist of a 1 1/2 inch by 1 1/2 inch top rail and support members with one (1) inch by 3/16 inch spindles spaced at 8 1/4 inches on center. The height of the handrail is 36 inches. The top landing provides access to the third floor. The top landing is supported by two (2) knee braces, one (1) at each end, consisting of 2 % inch by 2 Y2 inch by 1/4 inch angles. Findings and Recommendations: This fire escape is in fair to good condition. The following action items are recommended: 1. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next building improvement or repair. 3. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. AWL Page 56 of 85 November 18, 2013 adm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Morgan Hall Morgan Hall is a 2 1/2 story wood frame building structure with a steel stair and landing fire escape structure between the third floor and the ground level. Morgan Hall is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The stairs between finished grade and the first landing consist of six (6) inch channel stringers and a 1 1/4 inch steel bar grating. The average rise and run is 7 1/4 inches by 8 7/8 inches respectively. The railings consist of a 1 1/4 inch by 1 1/4 inch top rail and support members with one (1) inch by 1/4 inch spindles spaced at four (4) inches on center. The height of the handrail is 36 inches. The lower landing is constructed with a six (6) inch channel frame. The deck of the landing is 1 1/4 inch steel bar grating. The landing area is 101 inches wide by 39 inches deep. The railings consist of a 1 1/4 inch by 1 1/4 inch top rail and support members with one (1) inch by 1/4 inch spindles spaced at four(4) inches on center. The height of the handrail is 36 inches. The lower landing provides access to the first floor porch. The stairs between lower landing and the second landing consist of six (6) inch channel stringers and a 1 1/4 inch steel bar grating. The average rise and run is 7 7/8 inches by 8 7/8 inches respectively. The railings consist of a 1 1/4 inch by 1 1/4 inch top rail and support members with one (1) inch by 1/4 inch spindles spaced at four(4) inches on center. The height of the handrail is 36 inches. The second landing is constructed with a six (6) inch channel frame. The deck of the landing is 1 1/4 inch steel bar grating. The landing area is 100 1/2 inches wide by 39 inches deep. The railings consist of a 1 1/4 inch by 1 1/4 inch top rail and support members with one (1) inch by 1/4 inch spindles spaced at four (4) inches on center. The height of the handrail is 36 inches. The stairs between second landing and the third floor landing consist of six (6) inch channel stringers and a 1 1/4 inch steel bar grating. The average rise and run is 7 7/8 inches by 8 7/8 inches respectively. The railings consist of a 1 1/4 inch by 1 '/4 inch top rail and support members with one (1) inch by 1/4 inch spindles spaced at four (4) inches on center. The height of the handrail is 36 inches. The third landing is constructed with a six (6) inch channel frame. The deck of the landing is 1 1/4 inch steel bar grating. The landing area is 47 inches wide by 42 inches deep. The railings consist of a 1 1/4 inch by 1 1/4 inch top rail and support members with one (1) inch by 1/4 inch spindles spaced at four (4) inches on center. The height of the handrail is 36 inches. The third landing provides access to the second floor/porch roof. The porch roof is a membrane roof. The landings and stairs are supported with 3 'h inch by 3 '/2 inch steel columns The stairs between third landing and the fourth landing consist of six (6) inch channel stringers and a 1 1/4 inch steel bar grating. The average rise and run is 8 1/4 inches by 9 1/4 inches respectively. The railings consist of a 1 1/4 inch by 1 1/4 inch top rail and support members with one (1) inch by 1/4 inch spindles spaced at four (4) inches on center. The height of the handrail is 36 inches. Page 55 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 3. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Additional Items Noted: 1. The retaining wall is severely spauled along the stair. It is recommended that the retaining wall be repaired with a de-icing resistant mortar. It is recommended that the retaining wall be repaired within the next one (1) to three (3) years. Page 54 of 85 November 18, 2013 Pdm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Lamount House Lamount House is a three (3) story masonry building structure with a steel stair fire escape between the basement level utility area and finished grade for the first floor. Lamount House is use for student residences. The Occupancy Group for this structure is GroupR-21B. The Construction Type for this building is Type I II. The finished grade platform consist of a six (6) inch channel frame with a patterned plate deck, supported by the retaining wall along which it is constructed and two (2) -three (3) inch by three (3) inch by 1/4 inch angle legs. The landing area is 41 3/4 inches by 40 1/4 inches. The handrail is a 1 7/8 inch by 3/4 inch architectural steel top rail with '/z inch spindles at 4 5/8" on center. The top of the handrail is 33 7/8" above the landing. The stair between the finished grade and the basement level consist of a 5/16 inch stringer along the retaining wall and a ten (10) inch channel stringer on the opposite side. The treads are a patterned plate with a rise of 7 1/4 inches and a run of ten (10) inches. The handrail along the stair is similar to the handrail at the landing with the '/2" spindles spaced at 4 11/16 inches on center. The handrail height along the stairs is 32 inches above the stair treads. Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. The entire structure is in need of painting. The corrosion of the stairs and landing appears to be caused by de-icing chemical. It is recommended any future paint be a heavy duty paint system which is resistant to de-icing chemicals. It is recommended that this task be implemented within the next one (1) to two (2) years. 2. It is recommended that all louver openings along the path of egress be upgraded to provide a 3/4 hour fire rated louvers. Louver openings should be upgraded within the next one (1) to two (2) years. 040,016 Page 53 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 52 of 85 November 18, 2013 adm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Crew House Crew House is a two (2) story wood frame building structure with a steel stair and landing fire escape between the second floor and the ground level. Crew House is used for educational purposes. The Occupancy Group for this structure is Group B. The Construction Type for this building is Type V. The stair between the finished grade and second floor landing consists of 5/16 inch by six (6) inch plate stringers with 1 1/8 inch bar grating. The stair rise varies between 8 1/4 inches and 8 5/8 inches with an 8 3/4 inches run. The handrail along the stairs consists of 1 1/2 inch by 1 1/2 inch by 3/16 inch angle top rail and vertical supports with two (2) 1 1/4 inch by 3/16 inch middle rails parallel to the top rail. The top of the handrail along the stair is 34 3/4 inches above the treads. The second floor landing area is 42 inches by 24 inches, consisting of 1 1/8 inch bar grating supported by a 5/16 inch by six (6) inch plate sides and a five (5) inch channel anchored to the building wall. The handrail along the platform consists of 1 1/2 inch by 1 1/2 inch by 3/16 inch angle top rail and vertical supports with two (2) 1 1/4 inch by 3/16 inch middle rails parallel to the top rail. The top of the railing is 34 1/2 inches above the landing. k Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. The entire structure is in need of painting. It is recommended that this task be implemented within the next one (1) to two (2) years. 2. It is recommended that the area at the base of the stair should be maintained to eliminate hazards due to excessive vegetation. 3. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next building improvement or repair project. fl. Page 51 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Findings and Recommendations: This fire escape is in fair to good condition. The following action items are recommended: 1. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next building improvement or repair project. 3. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 50 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 College Hall College Hall is a two (2) story masonry building structure with a steel ladder and stair fire escape. The fire escape structure includes a landing at the second floor level and stairs to a mid level landing with a folding ladder to ground level. College Hall is used for educational offices. The Occupancy Group for this structure is Group B. The Construction Type for this building is Type III. The ladder system between the mid level platform and the ground level consists of a folding steel ladder. At the time of inspection this ladder was set in a non accessible locked position. The ladder was locked with a pin located at the mid level landing. This folding ladder consisting of three (3) inch by 1 3/8 inch by 1/4 inch channel rails and 3/4 inch diameter tube rungs spaced at 12 inches on center. The ladder is set with a step across distance 18 inches. The mid level landing consists 1 1/4 inch bar grating supported by a three (3) inch by 1 3/8 inch by 1/4 inch channel frame. The channel frame is supported by the existing structure and by two (2) knee braces consisting one (1) inch square members. The handrail along the platform consists of 1 1/4 x 1 1/4 x 3/16 angle with a 1 1/4 inch half round top rail with one (1) inch by 1/8 inch twisted bars installed horizontally and vertically that have a horizontal spacing of eight (8) inches on center and a vertical spacing varying between eight (8) inches and 9 5/8 inches on center. The top of the railing is 35 '/2 inches above the landing. The stair between the mid level landing and second floor landing consists of 3/8 inch by six (6) inch plate stringers with 1 1/4 inch bar grating. The stair rise varies between 8 '/2 inches and 8 3/4 inches and run varies between eight (8) inches and 8 '/2 inches. The handrail along the stairs consists of 1 1/4 inch by 1 1/4 inch by 3/16 inch angle with a 1 1/4 inch half round top rail with 1 '/2 inch by 3/8 inch bar vertically and horizontally. A lateral support is provided with knee brace at three (3) locations. The knee brace consists of 1 Y2 inch by 3/8 inch offset bar with a diagonal 5/8 inch diameter between the offset and the top of rail. The top of the handrail along the stair is 31 inches above the treads. The second floor landing consists of 1 1/4 inch bar grating supported by a three (3) inch by 1 3/8 inch by 1/4 inch channel frame. The channel frame is supported by the existing building structure and a knee braces consisting 1 1/4 inch by 1 1/4 inch by 3/16 inch angle. The handrail along the platform consists of 1 1/4 inch x 1 1/4 inch x 3/16 inch angle with a 1 1/4 inch half round top rail with one (1) by 1/8 twisted bars installed horizontally and vertically that have a horizontal spacing of eight (8) inches on center and a vertical spacing varying between eight (8) inches and 9 5/8 inches on center. The top of the railing is 35 '/2 inches above the landing. 40 40 %&r Page 49 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 2. The entire structure is in need of painting. It is recommended that this task be implemented within the next year. 3. It is recommended that woody vegetation located at the base of the stairs should be removed immediately. The area at the base of the stair should be maintained to eliminate hazards due to excessive vegetation. 5. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next building improvement or repair project. 6. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. The Steel Ladder and Landinq The steel ladder consist of three (3) inch by 1 3/8 inch by 3/16 inch channel rails with a 17 3/8 inch clear spacing between the rails, and 3/4 inch rungs spaced at 11 7/8 inches to 12 1/4 inches on center. The bottom rung is approximately 39 3/4 inches to 40 3/4 inches above finished grade. The ladder is accessed at the second floor level by stepping across a 15 'h inch opening. The second floor landing area is 65 3/8 inches by 30 '/ inches, consisting of a three (3) inch by three (3) inch by 3/16 inch angle frame and 1" inch welded bar grating. The landing is supported with a three (3) inch by three (3) inch by 3/16 inch angle knee brace at both ends. The railing along the landing is 42 1/4 inches above the top of landing consisting of a 1 °h inch by 1 'h inch by 3/16 inch top rail with verticals at the corners, and Y2 inch square spindles at five (5) inches on center. Findings and Recommendations: This fire escape is in fair good condition. The following action items are recommended: 1. It is recommended that the finished grade at the base of ladder be leveled to provide a uniform rise between grade and the first step across the width of the step. 2. The entire structure is in need of painting. It is recommended that this task be implemented within the next one to two years. 3. It is recommended that during the next building improvement project, the ladder the extended to finished grade. 4. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next building improvement or repair project. 5. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. 60 Page 48 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Capen Boiler Capen Boiler is a 1 1/2 story masonry first floor building structure and a wood framed roof that has a steel stair and landing fire escape on the side of the structure and a steel ladder and landing on the back of the structure adjacent to the greenhouse. Capen Boiler is used as a maintenance work area. The Occupancy Group for this structure is Group B. The Construction Type for this building is Type V. The Steel Stair and Landing The stair between the finished grade and second floor landing consists of 3/8 inch by six (6) inch plate stringers with 1 1/8 inch bar grating. The stair rise varies between 8 5/8 inches and nine (9) inches and run varies between 8 7/8 inches and nine (9) inches. The handrail along the stairs consists of 1 1/4 inch by 1 1/4 inch by 3/16 inch angle top rail with vertical supports and one (1) inch by 1/8 inch spindles at 5 7/8 inches to six (6) inches on center. The top of the handrail along the stair is 31 3/4 inches above the treads. The second floor landing area is 46 3/4 inches by 49 1/4 inches, consisting of 1 1/8 inch bar grating supported by a four (4) inch by 1 9/16 inch by 3/16 inch channel frame. The channel frame is supported by the existing structure and two (2) - three (3) by three (3) inch angle legs. The handrail along the platform consists of 1 1/4 inch by 1 1/4 inch by 3/16 inch angle top rail with vertical supports and one (1) inch by 1/8 inch spindles at 5 3/4 inches on center. The top of the railing is 36 inches above the landing. Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. It is recommended to repair the lag anchor between landing and building wall (tighten and seal). It is recommended that his fix be implemented immediately. Page 47 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Findings and Recommendations: This fire escape is in fair to good condition. The following action items are recommended: 1. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next building improvement or repair project. 3. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 46 of 85 November 18, 2013 49CIM Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Alumnae House Alumnae House is a 2 1/2 story masonry building structure with a steel stair fire escape. Alumnae House is used for alumnae organization offices. The Occupancy Group for this structure is Group B. The Construction Type for this building is Type III. A steel stair consisting of three (3) risers is located between the first floor level and the finished grade. The stair consists of eight (8) inch channel stringers with one (1) inch grating treads. The railings are 1 Y2 inch pipe railings. The railings are 34 inches above the threads. The first floor landing area is 85 inches by 87 inches, consisting of a one (1) inch grating supported by a ten (10) inch channel on four (4) sides with an eight (8) inch wide flange beam center support. The railing for the first floor landing consists of a 1 '/2 inch pipe top rail with vertical supports, with an internal decorative infill constructed of 3/8 inch by 1 '/2 inch horizontal members and 5/8 inch square vertical bars. The top of the railing is at 36 inches. The ladder between the first floor landing and the second floor landing consists of three (3) inch by 1 3/8 inch channel rails and 5/8 inch square rungs at 12 inches on center. Access to the ladder at the second floor platform is a step across. The opening at the second floor landing is 25 Y2 inches by 24 '/2 inches. The second floor landing is of similar construction at the first floor landing. The stair tower between the second floor landing and the third floor landing consists of a lower stair, a mid level landing and an upper stair. The lower and upper stairs consist of eight inch channel stringers and one (1) inch grating treads with an average rise and run of eight (8) inches and nine (9) inches respectively. The stair width of the lower stair is 31 inches wide and the upper stair is 30 inches wide. The mid level landing area is 25 1/4 inches deep by 68 inches wide. The railing construction is similar to the first floor railing with a top of railing 36 inches above the landing and the stair treads. The upper landing area is 55 inches by 53 '/2 inches, consisting of a one (1) inch grating supported by eight inch channel supporting members. The railing construction is similar to the first floor railing with a top of railing 36 inches above the landing. to 0450 40, Page 45 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 04 Page 44 of 85 November 18, 2013 adm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 at the edge of the platform near the ladder opening. The handrail along the platform consists of 1 1/4 inch by 1 1/4 inch by 3/16 inch top rail with 3/16 inch pickets spaced 6 3/16 inches on center. Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. The entire structure is in need of painting. It is recommended that this task be implemented within the next year. 2. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 3. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modificationlreplacement of the railings be included as part of the next building improvement or repair project. 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. 00 0 OF Page 43 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. The entire fire escape structure is in need of painting. It is recommended that this task be implemented within the next year. 2. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 3. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings be included as part of the next building improvement or repair project. 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Second Floor Ladder/Landing to Ground Level The ladder system between the second floor platform and the ground level consists of a folding steel ladder. This folding ladder consists of 1 Y2 inch by 1 '/2 inch by 3/16 inch angle rails and 3/4 inch diameter tube rungs with a width of 14 5/8 inches. The rungs are spaced at 12 inches on center. The bottom rung is 20 inches above finished grade. The ladder is set with a step across distance 21 5/8 inches. The second floor landing consists 1 1/4 inch bar grating supported by a three (3) by three (3) inch by 1/4 inch angle frame on three sides. The angle frame is supported by the existing building structure and by a knee brace consisting three (3) inch by 1 1/2 inch by 1/4 inch angle 610 Page 42 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 115 Elm Street 115 Elm Street is a 2 1/2 story wood frame building structure with two (2) steel ladder fire escapes; one (1) that includes a path over the second floor roof, a steel ladder to a second floor platform and a steel ladder to the ground level, and one (1) from a second story platform to the ground level. 115 Elm Street is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. Third Floor Ladder/Landing to Ground Level The ladder system between the second floor platform and the ground level is a folding steel ladder. This folding ladder consists of 1 1/2 inch by 1 1/z inch by 3/16 inch angle rails and 3/4 inch diameter tube rungs with a width of 14 7/8 inches. The rungs are spaced at 12 inches on center. The ladder is set with a step across distance of 21 inches. The second floor landing consists 1 1/4 inch bar grating supported by a three (3) by three (3) inch by 1/4 inch angle frame on three sides. The angle frame is supported by the existing building structure and by a knee brace consisting three (3) inch by 1 1/2 inch by 1/4 inch angle at the edge of the platform by the ladder opening. The handrail along the platform consists of 1 1/4 inch by 1 1/4 inch by 3/16 inch top rail with 3/16 inch pickets spaced 5 7/8 inches on center. The upper ladder consists of 3/8 inch by 2 1/2 inch bar rails with 3/4 inch rungs spaced at 12 inches on center. The top step has a rise of 9 1/4 inches with a step across of 5 3/8 inches onto the third floor landing. The ladder rail extends 26 1/2 inches above the top step. The third floor landing consists of a two (2) inch by one (1) inch metal frame supporting an expanded metal grating. The railing consists of one (1) inch square tube top rail and posts, and 1/2 inch square spindles at 5 3/4 inches on center. r k' �1 st,v k 3M+ p'i�tlVll I� Page 41 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 40 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 95 West Street 95 West Street is a 2 1/2 story wood frame building that has a fire escape with a path over the second floor roof to a ladder to the ground level. 95 West Street is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The ladder consists of 1 5/8 inch diameter rails and two (2) inch by two (2) inch by 1/4 inch angle rungs with a width of 11 inches. The rungs are spaced at 12 inches on center. A 14 1/8 inch by 17 inch landing is at the top of the ladder. The ladder is supported at the base with a concrete footing and at two (2) locations along the length with two (2) inch by 1/4 inch brackets. The landing consists of an expanded metal grating supported by 1 '/2 inch by 1 '/z inch by 3/16 inch angle frame. The handrails between the ladder and the point of egress consist of one (1) inch diameter pipe railings at a height of 38 1/4 inches with a mid rail. k Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. The entire fire escape structure is in need of painting. It is recommended that this task be implemented within the next year. 2. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 3. The railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the railings should be included as part of the next building improvement or repair project. Page 39 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Page 38 of 85 November 18, 2013 @Cim Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 72 Dryads Green 72 Dryads Green is a 2 story wood frame building structure with a wood frame fire escape stair and landing system between the second floor and the ground level. 72 Dryads Green is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The stairs consist of steps supported with four (4) 2x stringers with an average rise and run of 7 5/8 inches by 9 1/4 inches respectively. The stair width is 36 inches. The handrail is positioned 35 inches above the stairs with an architectural top rail and 1 'h inch by 1 'h inch spindles spaced at 5 1/8 inches on center. The base for the lower stair is supported by a concrete landing with an exposed area of 48 inches by 61 inches and a seven (7) inch rise. The top of the lower stairs and upper stairs are supported by the landings. The lower landing is 100 inches wide by a minimum depth of 36 inches. The top of handrail is 36 inches above the deck. The handrail is of similar construction as the stair handrails. This landing is supported by four (4) -four (4) inch by four(4) inch posts. The upper landing is supported for an enclosed porch structure The original railings for this landing are of similar construction as the lower landing are 37 '/2 inches high. A 1 1/4 inch diameter pipe rail has been added to increase the rail height to 43 inches. Findings and Recommendations: These stairs are in excellent condition with no action items recommended. Page 37 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Findings and Recommendations: This fire escape is in poor-fair condition. The following action items are recommended: 1. The outside corner column of the lower landing is displaced forming an angle at the top of the concrete encasement. This displacement should be monitored on an annual basis and if progression is observed, it is recommended that the leg and foundation be repaired immediately. 2. An 18 inch gap exists between the end of the upper landing and the structure. It is recommended that this gap be infilled within the next year. 3. The entire structure is in need of painting. It is recommended that existing members should be plated at the hole locations on the upper platform. This should be implemented within the next year. 4. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 5. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 36 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 69 Belmont Avenue 69 Belmont Avenue is a three (3) story wood frame building structure with steel stair and landing system fire escape servicing the second and third floors. 69 Belmont Avenue is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The stairs consist of three (3) inch channel members and a one (1) inch welded steel bar grating. The average rise and run is 8 1/8 inches by eight (8) inches respectively. The railings consist of a 1 3/4 inch by 1 3/4 inch top rail with Y2 inch square spindles spaced at six (6) inches on center and one (1) inch square support members at 78 inches on center. The height of the handrail is 39 '2 inches. The lower landing area is constructed with a three (3) inch channel frame on four (4) sides and a 2 '2 inch by 2 '/2 inch by 3/16 inch angle in the center of the long span. The deck of the landing consists of a one (1) inch welded steel bar grating. The landing area is 79 inches wide by 42 inches deep. The railings consist of a 1 3/4 inch by 1 3/4 inch top rail with '2 inch square spindles spaced at six (6) inches on center and one (1) inch square support members at the corners. The height of the handrail is 39 inches. The upper landing is an "L" shaped landing with a similar construction as the lower landing. The landings and stairs are supported with 3 '2 inch by 3 '/2 inch steel columns with the lower portions having a concrete encasement. 1 �F Page 35 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 041PO 10 Page 34 of 85 November 18, 2013 @CIM Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. The top of the ladder is not anchored and should be anchored to the building structure. It is recommended the top of the ladder be secured immediately. 2. The brick base on the free leg is broken and it is recommended that this condition be repaired immediately. 3. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 4. The porch railings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the porch railings should be included as part of the next building improvement or repair project. 5. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. ®r Page 33 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 i i 3 Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. It is recommended that the plank walkway be renewed within the next three (3) to five (5) years. 3. It is recommended that this structure be painted, especially at the base of the stairs. This should be scheduled within the next year. 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Ladder System The ladder system between the second floor porch and the ground level is a folding steel ladder. The ladder is mounted in such a fashion that it terminates below a second floor window. The ladder consist of two (2) inch by two (2) inch by 1/4 inch angle rails and 3/4 inch diameter tube rungs with a width of 15 1/4 inches. The rungs are spaced at 12 inches on center. The ladder is set with a step across distance 19 1/2 inches clear from the second floor original porch floor. The original porch floor has been covered with a new porch deck. The handrails along the deck are 28 inches high as measured from the new deck surface. Page 32 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 62 Kensington Avenue 62 Kensington Avenue is a 2 '/2 story wood frame structure with one (1) fire escape wood frame stair and landing system between the third floor and ground level, and ladder system between a second floor porch and ground level. 62 Kensington Avenue is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The Wood Frame Stair between the Third Floor and Ground Level This fire escape consists of a wood frame structure servicing the third floor level passing over the roof system covered with a 2x plank walkway to service the third floor level. The base of the stairs is supported by a concrete landing forming the first tread with an 8 3/8 inch rise and 8 7/8 inch run. The structure is supported with four (4) inch by four (4) inch wood columns supporting a mid level landing and knee braces hung off the building structure supporting the upper level landing. The stairs are 32 inches wide. The stairs are supported by three (3) - two by wood stringers and the landings are supported by two by wood framing. The average stair rise/run is a nine (9) inch rise and an 8 3/8 inch run for the lower stairs and a 7 3/4" run for the upper stairs. Railings along the stairs have a 38 3/4 to 39 1/4 inch height with a single center rail. Railings along the landings have a 41 3/4 inch height with a single center rail. Railings are constructed of 2x4 inch members. The 2x plank walkway across the roof is 28 1/2 inches wide with egress through a 24 3/8 inch wide by 20 inch high maximum opening window. 1MI 71 it I' Page 31 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 60 10 Page 30 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 The Wood Frame Stair between the Second Floor and Ground Level This fire escape consists of a wood frame structure servicing second floor level. The structure is supported with four (4) inch by four (4) inch wood columns and the building structure. The stair system has a mid level landing but not an upper landing at the egress. The stairs are 34 inches wide and are supported by three (3) - two by wood stringers and the landing is supported by two by wood framing. The average stair rise/run is an 8 7/8 inch rise and an 8 1/2 inch run. Railings along the stairs and landing have a 39 1/4 inch height with a single center rail. Railings are constructed of 2x4 inch members. Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. It is recommended that during the next major repair project, the fire escape be reconfigured to provide a landing at the point of egress. 3. It is recommended that this structure be painted. It is recommended that this task be scheduled in the next one (1) to two (2) years. 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. to Page 29 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 f Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. It is recommended that during the next major repair project for the building, the fire escape be modified to provide a level walking surface over the metal roof system. 3. It is recommended that this structure be painted, especially at the base of the stairs. This should be scheduled in the next one (1) to two (2) years. 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 28 of 85 November 18, 2013 Odm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edrn Project No.: SMT-3642 61 Paradise Road 61 Paradise Road is a 2 'h story wood frame building structure with two (2) fire escape wood frame stair and landing systems; one (1) between the third floor and the ground level and the second between the second floor and ground level. 61 Paradise Road is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The Wood Frame Stair between the Third Floor and Ground Level This fire escape consists of a wood frame structure servicing second floor level, passing over a metal roof system and servicing the third floor. The structure is supported with four (4) inch by four (4) inch wood columns and the building structure. The stairs are 32 3/4 inches wide. The stairs are supported by three (3) - two by wood stringers, and the landings are supported by two by wood framing. The average stair rise/run is an 8 7/8 inch rise and an 8 1/2 inch run. Railings along the stairs have a 38 1/2 inch height with a single center rail. Railings along the landings have a 39 1/8 inch height with a single center rail. Railings are constructed of 2x4 inch members. t i A&A Page 27 of 85 November 18, 2013 ed m Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Findings and Recommendations: This fire escape is in good condition. The following action items are recommended: 1. Lag anchors for the ladder between the second floor and the third floor are loose. It is recommended that these anchors should be secured immediately. 2. It is recommended that this structure be painted. It is recommended that his task be scheduled in the next one (1) to two (2) years. 3. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 4. The fire escape landing guards do not meet the requirements of Section 1013.2, 2009 International Building Code. Modification/replacement of the fire escape guards should be included as part of the next building improvement or repair project. 5. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 26 of 85 November 18, 2013 49CIM Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 54 Belmont Avenue 54 Belmont Avenue is a 2 '/2 story wood frame building structure with a fire escape that includes a steel landing and ladder system between the third floor and the ground level. 54 Belmont Avenue is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The fire escape consists of a steel frame upper landing with a steel ladder to a steel landing on the second floor with a folding steel ladder to the ground level. The ladder between the ground level and second floor landing consist of 1 1/2 inch by 1 '/2 inch by 1/8 inch angle rails and 3/4 inch diameter tube rungs with a width of 15 inches. The rungs are spaced at 12 inches on center. The ladder is set 12 inches clear from the face of the building wall. The ladder is positioned as a side access to the second floor landing. The second floor landing is supported by two (2) 3/4 inch diameter bars hung from the third floor landing and anchored to wall of the building. The area of second floor landing is 126 inches by 29 1/2 inches. The railing consists of a 1 1/2 inch x1 '/z inch x 1/8 inch top and bottom angles with one (1) inch by 1/8 inch spindles spaced at 8 inches on center. The top of the railing is 36 inches above the grating deck. The ladder between the second floor and the third floor consist of two (2) inch by 1/4 inch bar rails and 3/4 inch diameter rungs. The rungs are spaced at 12 1/4 inches on center. The ladder is set 5 3/4 inches clear from the face of the building wall. The ladder is positioned as a side access to the third floor landing. The third floor landing is supported by two (2) knee braces consisting of 2 '/2 inch by 2 '/2 inch by 1/4 inch angles. The area of second floor landing is 87 1/2 inches by 29 1/4 inches. The railing consists of a 1 '/ inch x1 '/2 inch x1/8 inch top and bottom angles with one (1) inch by 1/8 inch spindles spaced at 7 7/8 inches on center. The top of the railing is 36 inches above the grating deck. F t Page 25 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 24 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 2. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Steel Landing and Ladder This fire escape consists of a steel frame upper landing with a steel ladder to a steel landing on the second floor with a steel ladder to the ground level. The ladder between the ground level and second floor landing consists of two (2) inch by 5/16 inch bar rails and 5/8 inch diameter rungs with a width of 15 1/8 inches. The rungs are spaced at 11 3/8 inches on center. The ladder is set 3 '/2 inches clear from face of the building wall. The ladder is positioned as a side access to the second floor landing. The second floor landing is supported by three (3) knee braces consisting of 2 1/2 inch by 2 '/2 inch by 3/16 inch angles. The area of second floor landing is 78 inches by 22 5/8 inches. The railing consists of a 1 '/2 inch x1 Y2 inch x 3/16 inch top and bottom angle with 5/8 inch diameter spindles spaced at 7 5/8 inches on center. The top of the railing is 36 inches above the grating deck. The ladder between the second floor and the third floor consist of two (2) inch by 5/16 inch bar rails and 5/8 inch diameter rungs with a width of 15 1/4 inches. The rungs are spaced at 11 3/8 inches on center. The ladder is set 3 '/2 inches clear from the face of the building wall. The ladder is positioned as a side access to the third floor landing. The third floor landing is supported by three (3) knee braces consisting of 2 '/2 inch by 2 '/2 inch by 3/16 inch angles. The area of second floor landing is 91 1/2 inches by 23 1/2 inches. The railing consists of a 1 1/2 inch x1 '/2 inch x 3/16 inch top and bottom angles with 5/8 inch diameter spindles spaced at 7 5/8 inches on center. The top of the railing is 36 inches above the grating deck. Findings and Recommendations: This fire escape is in good condition. The following action items are recommended: 1. It is recommended that this structure be painted. This should be scheduled in the next one (1) to two (2) years. 2. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 3. The guards at the fire escape landings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the fire escape guards be included as part of the next building improvement or repair project. Page 23 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 l Findings and Recommendations: This fire escape is in good condition. The following action items are recommended: 1. Future renovation projects defined as "substantial" will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. The Wood Frame Stair Second Floor This fire escape consists of a wood frame structure servicing second floor level. The structure is constructed with four (4) inch by four (4) inch wood columns supporting the landings. The stairs are 34 inch wide with a 31 Y2 inch minimum width when entering the landing. The stairs are supported by three (3) - two by wood stringers and the landings are supported by two by wood framing. The average stair rise/run is a 7 3/4 inch rise and an 8 1/2 inch run. Railings along the stairs have a 36 1/4 inch height with 5/4 inch by 5/4 inch spindles spaced at four (4) inches on center for both the stair and the landing. Findings and Recommendations: This fire escape is in fair to good condition. The following action items are recommended: 1. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. Page 22 of 85 November 18, 2013 adm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 53 West Street 53 West Street is a 2 '/2 story wood frame building structure with three (3) fire escapes; one (1) consisting of a wood frame stair and landing system from the first floor the ground level, one (1) consisting of a wood frame stair and landing system from the second floor the ground level, and one (1) consisting of a steel landing and ladder system between the third floor and the ground level. 53 West Street is used for housing. The Occupancy Group for this structure is Group R- 2. The Construction Type for this building is Type V. The Wood Frame Stair First Floor This fire escape consists of a wood frame structure servicing the first floor level. The structure is constructed with four (4) inch by four (4) inch wood columns supporting the landings. The stairs are 34 inch wide with a 31 '/2 inch minimum width when entering the landing. The stairs are supported by three (3) - two by wood stringers, and the landings are supported by two by wood framing. The average stair rise/run is a 7 3/4 inch rise and an 8 1/2 inch run. Railings along the stairs have a 36 1/4 inch height with 5/4 inch by 5/4 inch spindles spaced at four (4) inches on center for both the stair and the landing. T Y I Page 21 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 2. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 3. The fire escape guards for the upper landing do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the fire escape guards should be included as part of the next building improvement or repair project. 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. 41 Page 20 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 47 Belmont 47 Belmont is a 2 '2 story wood frame building structure with a fire escape consisting of a steel landing and ladder system from the upper level to the ground level. 47 Belmont is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The fire escape consists of a steel frame upper landing with a steel ladder to a steel landing on the second floor with a steel ladder to the ground level. The ladder between the ground level and second floor consist of 1 1/4 inch square tube rails and rungs. The rungs are spaced at 13 1/4 inches on center. The second floor landing is supported by four (4) three (3) inch square tube legs and is constructed using 1 1/4 inch deep welded steel grating with an area of 75 '2 inches by 71 1/8 inches supported by a 3x2x14 angle frame. The railing consists of a 1x1x1/8 top angle with 1x1/8 inch bar spindles spaced at seven (7) inches on center. The access to the ladder to the ground level involves stepping across a floor opening with a grating cover. The third floor landing is supported by the second floor landing and the house structure. The legs between the second floor and third floor platforms are three (3) inch square tubes. The upper landing is constructed of 1 1/4 inch deep welded steel grating with an area of 34 '2 inches by 73 1/4 inches supported by a 3x2x14 inch angle frame. The railing consists of a 1x1x1/8 inch top angle with 1x1/8 inch bar spindles spaced at seven (7) inches on center. r,> Y ti Findings and Recommendations: This fire escape is in good condition. The following action items are recommended: 1. It is recommended that this structure be painted. This should be scheduled in the next one (1) to two (2) years. -04 0� %&0, Page 19 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 3. The stair components, including stringers, treads and risers, between the second and third floor have weathered and require a finish. It is recommended that damaged components be replaced and the stair be painted within the next year. 4. The stair between the ground level and the first floor was noted to have moved laterally to the left (as descending the stair). This stair alignment issue should be addressed within the next year. 5. The bottom support on the left stringer of the stair between the ground level and first floor is shimmed with a brick. It is recommended that the bottom of these stringers be anchored to a load bearing support/foundation. This should be implemented within the next six months. 6. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. 44 SO 0 Page 18 of 85 November 18, 2013 49CIM Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 41 West Street 41 West Street is a 2 '/2 story wood frame building structure with a fire escape consisting of a wood frame stair and landing system. 41 West Street is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The fire escape consists of a wood frame structure servicing two (2) elevated levels. The structure is constructed with four (4) inch by four (4) inch wood columns supporting 39 inch wide stairs supported by three (3) - two by wood stringers, and landings supported by two by wood framing. The average stair rise and run between the ground level to the first floor is an 8 1/2 inch rise by a 10 1/4 inch run, and between the first floor and the third floor is a 7 1/2 inch rise by a 9 1/4 inch run. Railings along the stairs between the ground level and the first floor have a 31 3/4 inch height with a single mid rail located at 23 '/2 inches down from the top rail. Railings along the stairs between the first and the third floor have a 35 1/4 inch height with a single mid rail located at 22 3/4 inches down from the top rail. Between the second floor and the third floor the stair includes a 90 degree two (2) step spiral to end at the third floor level. Additionally the stair between the first floor and the second floor is a covered stair, and an enclosed stair is located between the second floor and third floor. f Findings and Recommendations: This fire escape is in poor condition. The following action items are recommended: 1. Future renovation projects defined as "substantial" will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. The stair between the first floor and the 90 degree spiral has an excessive lateral slope which is recommended to be corrected within the next two (2) years 4 . Page 17 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Page 16 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 3. It is recommended that this structure be painted. This should be scheduled in the next one (1) to two (2) years. 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. 9: Page 15 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 L s k Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. Future renovation projects defined as "substantial" will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. Decay was noted at the top level of the stair stringers and handrail where attached to the landing. It is recommended that these areas be repaired within the next year. 041PO 10 Page 14 of 85 November 18, 2013 @d1'1'1 Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 32 Bedford 32 Bedford is a 3 % story wood frame building structure with a fire escape consisting of a wood frame stair and landing system including both the first floor and third floor membrane roof as part of the path along the fire escape route. 32 Bedford is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The fire escape consists of a wood frame structure servicing three (3) elevated levels. The structure is constructed with four (4) inch by four (4) inch wood columns supporting 31 inch wide stairs supported by three (3) - two by wood stringers, and landings supported by two by wood framing. The average stair rise/run is a nine (9) inch rise by an 8 3/8 inch run. Railings along the stairs have a 37 inch height with a hand rail at a height of 32 inches. The railings along the landings have a 40 inch height. The windows on the forth level have a maximum opening size of 23 inches by 17 3/8 inches. 1 00 Page 13 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 3. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 4. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Steel Landing and Ladder This fire escape consists of a steel grating upper landing with a steel ladder to a first floor metal roof area. The upper landing is supported by the building structure below the egress window and the top of the ladder. The landing is a 23 1/2 inch by 20 inch area constructed of steel grating with the ladder side rails extending to the structure at each side of the building to form guards at the landing. The ladder is constructed with 1 7/8 inch by 1/4 inch side rails spaced at 16 3/8 inches with 5/8 inch rungs spaced at 12 3/8 inches on center. A landing of 19 inches between the edge of the roof and the base of the ladder is located at the base of the ladder. Findings and Recommendations: This fire escape is in fair condition. The following action items are recommended: 1. It is recommended that this structure be painted. This should be scheduled in the next one (1) to two (2) years. 2. At the time of the next major repair of this structure, it is recommended that the ladder fire escape be replaced with either an independent stair or joined to the existing stair meeting the requirements for means of egress as defined by the Massachusetts State Building Code. 3. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 4. The fire escape guards of the upper landing do not meet the requirements of Section 1013.2, 2009 International Building Code. Modification/replacement of the fire escape guards should be included as part of the next building improvement or repair project. 5. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 12 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 26 Bedford 26 Bedford is a 2 '/2 story wood frame building structure with two (2) fire escapes; one (1) consisting of a wood frame stair and landing system with the path passing over a first floor asphalt roof/metal roof and one (1) consisting of a steel landing and ladder terminating at the first floor roof level. 26 Bedford is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The Wood Frame Stair This fire escape consists of a wood frame structure servicing two (2) elevated levels. The structure is constructed with four (4) inch by four (4) inch wood columns supporting the landings and two (2) inch by four (4) inch wood columns below the stairs between the ground level and the second floor landing. The stairs are 39 inches wide supported by three (3) - two by wood stringers with the landings supported by two by wood framing. The average stair rise/run is a nine (9) inch rise and an 8 1/2 inch run. Railings along the stairs have a 39 inch height with three intermediate rails and the landing railings have a 34 to 41 inch height with three (3) intermediate rails. Findings and Recommendations: This fire escape is in good condition. The following action items are recommended: 1. The fire escape guards for the stairs and landings do not meet the requirements of Section 1013.2, 2009 International Building Code. It is recommended that modification/replacement of the fire escape guards should be included as part of the next building improvement or repair. 2. The path across the asphalt roof/metal roof should be altered to provide a level walking surface. It is recommended that this modification should be included as part of the next building 40 improvement or repair. AS %I D Page 11 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 NOW qw Page 10 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 25 Henshaw 25 Henshaw is a 2 Y2 story wood frame building structure with a fire escape consisting of a wood frame stair and landing system with an existing second story porch included as part of the path along the fire escape. 25 Henshaw is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The fire escape consists of a wood frame structure servicing two (2) elevated levels. The structure is constructed with four (4) inch by four (4) inch wood columns supporting 39 inch wide stairs supported by four (4) - two (2) by wood stringers, and landings supported by two (2) inch by ten (10) inch wood framing. The average stair rise/run is a seven (7) inch rise and a ten (10) inch run. Railings along the stairs have a 31 inch height and a 36 to 41 inch height at the landings. The second story porch is supported by knee brace cantilever of the structure frame. Findings and Recommendations: This fire escape is in good condition. The following action items are recommended: 1. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. " Page 9 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Page 8 of 85 November 18, 2013 @d1'1'1 Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 12 Bedford 12 Bedford is a 2 '/2 story wood frame building structure with a fire escape consisting of a new wood frame stair and landing system. 12 Bedford is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The fire escape consists of a wood frame structure servicing two (2) elevated levels. The bottom of the path uses an existing first story porch and stair to reach the finished grade. The structure is constructed with six (6) inch by six (6) inch wood columns placed on precast concrete footings, supporting 42 inch wide stairs supported by four (4) - two (2) by wood stringers, and landings supported by two (2) -inch by ten (10) inch wood framing. The average stair rise/run is a 7 1/8 inch rise and a nine (9) inch run. Guards along the stairs and landings have a 42 inch height with a grab rail at 36 inches and spindles consisting of two (2) inch by two (2) inch nominal members spaced at 5 1/4 inches on center. Findings and Recommendations: This fire escape is in excellent condition. The following action items are recommended: 1. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 2. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 7 of 85 November 18, 2013 IV edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 3. Future renovation projects defined as "substantial' will require all windows and doors along the path of egress be upgraded to provide 3/4 hour opening protections as defined by section 305.5. 2009 International Building Code for new fire escapes. In addition, any window and/or door replacements require compliance with the code for new construction. 4. The fire escape guards of the upper landing do not meet the requirements of Section 1013.2, 2009 International Building Code. Future renovation projects defined as "substantial' will require these fire escape guards to be brought into compliance. In addition, any fire escape guard replacements require compliance with the code for new construction. 5. The structural condition and safety elements of the remainder of the fire escape components (not identified above) are in compliance with the building code requirements for existing structures. Page 6 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 12-14 Henshaw 12-14 Henshaw is a 2 'h story wood frame building structure with a fire escape consisting of a steel ships ladder from the upper level to an area of rescue at the second floor level. 12-14 Henshaw is used for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The fire escape consists of a steel frame upper landing with a steel ships ladder to a wood framed area of rescue located above a first floor roof area. The steel frame for the landing and ladder is anchored to the wood frame wall and area of rescue of the structure. The landing is a 72 inch by 40 inch area, constructed of 1/8 inch expanded metal grating support by two inch channels spaced at approximately 11 inches on center. The handrail is constructed of 1 1/4 inch square tube and 1/2 square bar spaced at 5 3/4 inches on center. The upper landing is located over an asphalt roof. The ladder is constructed of two (2) inch by 5/16 inch bar rails with 5/8 inch diameter rungs spaced at 12 inches on center. The area of rescue is an eleven (11) feet nine (9) inch by five (5) feet five (5) inch area consisting of wood construction. The railings are 42 inches high constructed with two (2) inch by four (4) inch nominal top and bottom rails with two (2) inch by two (2) inch spindles at three (3) plus inches on center. Posts are four (4) inch by four (4) inch nominal members approximately five (5) feet on center. Findings and Recommendations: This fire escape is in good condition. The following action items are recommended: 1. It is recommended that this structure be painted. This should be scheduled in the next one (1) to two (2) years. 2. At the time of the next major repair to this building, it is recommended that the ladder fire escape be replaced with a stair tower meeting the requirements for means of egress as defined by the Massachusetts State Building Code. Page 5 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Ao It 11111KIN 0 Page 4 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 or the line connecting the leading edges of the treads. Section 1607.7.1 Handrails and Guards: Handrails and guards shall be designed to resist a load of 50 pounds per linear foot (plf) (0.73 kN/m) applied in any direction at the top and to transfer this load through the supports to the structure. Glass handrail assemblies and guards shall also comply with Section 2407. Section 1607.7.1.1 Concentrated Load: Handrails and guards shall be able to resist a single concentrated load of 200 pounds (0.89 kN), applied in any direction at any point. Section 1607.7.1.3 Components: Intermediate rails (all those except the handrail), balusters and panel fillers shall be designed to withstand a horizontally applied normal load of 50 pounds (0.22 kN) on an area equal to 1 square foot (0.093 m2), including openings and space between rails. Reactions due to this loading are not required to be superimposed with those of Section 1607.7.1 or 1607.1.1. The applicable Massachusetts State Building Code 780 CMR 8th Edition sections are as follows: Section 102.2.2.4 Fire Escapes: Fire escapes shall be permitted in accordance with section 305. Section 102.2.2.4 Testing and Certification of Egress Structures: All exterior bridges, steel or wooden stairways, fire escapes and egress balconies and their structural anchorage shall be examined and/or tested, and certified for structural adequacy and safety every five years, by a registered design professional, or others qualified and acceptable to the building official; said professional and others shall then submit an affidavit to the building official. Section 305.1 Add a second sentence as follows: Existing Fire escapes shall comply with the resting and certification requirements of section 102.22.2.4. Page 3 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 danger of collapsing, shall be provided with handrails for the full length of the run of steps on at least one side. All exit stairways with a required egress width of more than 66 inches (1676 mm) shall have handrails on both sides. Section 705.10 Guards: The requirements of Sections 705.10.1 and 705.10.2 shall apply to guards from the work area floor to and including the level of exit discharge but shall to the egress path of any work area. Section 705.10.1 Minimum Requirements: Every open portion of a stair, landing, or balcony that is more than 30 inches (762 mm) above the floor or grade below and is not provided with guards, or those portions in which existing guards are judged to be in danger of collapsing, shall be provided with guards. The applicable 2009 International Building Code sections are as follows: Section 1006.6.1 Size. Each Area of refuge shall be sized to accommodate one wheelchair space 30 inches by 48 inches (762 mm by 1219 mm) for each 200 occupants or portion thereof, based on the occupant load of the area of refuge and areas served by the area of refuge. Such wheel chair spaces shall not reduce the required means of egress width. Access to any of the required wheel chair spaced in as area of refuge shall not be obstructed by more than one adjoining wheel chair space. Section 1007.7 Exterior area for assisted rescue. The exterior area for assisted rescue must be open to the outside air and meet the requirements of Section 1007.6.1. Separation walls shall comply with the requirements of section 705 for exterior walls. Where walls or openings are between the area for assisted rescue and the interior of the building, the building walls within 10 feet (3049 mm) horizontally of nonrated wall or unprotected opening shall have a fire resistance rating of not less than 1 hour. Openings with such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. This construction shall extend vertically from the ground to a point 10 feet (3048 mm) above the floor level of the area for assisted rescue or the roof line, whichever is lower. Section 1007.7.1 Openness. The exterior are for assisted rescue shall be at least 50 percent open, and the open area above the guards shall be so distributed as to minimize the accumulation of smoke or toxic gases. Section 1007.7.2 Exterior Exit Stairway. Exterior exit stairways that are part of the means of egress for the area for assisted rescue shall provide a clear width of 48 inches (1219 mm) between handrails. Section 1012.2 Height: Handrail height, measured above stair tread nosing or finish surface of ramp slope, shall be uniform, no less than 34 inches (864 mm) and not more than 38 inches (965 mm). Handrail height of alternating tread devices and ship ladders, measured above tread nosings, shall be uniform, not less than 30 inches (762 mm) and not more than 34 inches (864 mm). Section 1013.2 Height: Required guards shall be not less than 42 inches (1067 mm) high, measured vertically above the adjacent walking surfaces, adjacent fixed seating Page 2 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes - Structural Inspections edm Project No.: SMT-3642 Code Requirements The applicable 2009 International Existing Building Code sections are as follows: Section 305.1 Where Permitted: Fire escapes shall be permitted only as provided for in Sections 305.1.1 through 305.1.4. Section 305.1.1 New Buildings: Fire escapes shall not constitute any part of the required means of egress in new buildings. Section 305.1.2 Existing Fire Escapes: Existing fire escapes shall continue to be accepted as a component in the means of egress in existing buildings only. Section 305.1.3 New Fire Escapes: New fire escapes for existing buildings shall be permitted only where exterior stairs cannot be utilized due to lot lines limiting stair size or due to the sidewalks, alleys or roads at grade level. New fire escapes shall not incorporate ladders or access by windows. Section 305.1.4 Limitations: Fire escapes shall comply with this section and shall not constitute more than 50 percent of the required number of exits nor more than 50 percent of the required exit capacity. Section 305.2 Location: Where located on the front of the building and where projecting beyond the building line, the lowest landing shall not be less than 7 feet (2134 mm) or more than 12 feet (3658 mm) for exterior fire escapes located in front of the building. In alleyways and thorough fares less than 30 feet (9144 mm) wide, the clearance under the lowest landing must be at least 12 feet (3658 mm). Section 305.3 Construction: The fire escape shall be designed to support a live load of 100 pounds per square foot (47888 Pa) and shall be constructed of steel or other approved noncombustible materials. Fire escapes constructed of wood not less than nominal 2 inches (51 mm) are permitted on buildings of Type V construction. Walkways and railings located over or supported by combustible roofs in buildings of Type III and IV construction are permitted to be of wood not less than nominal 2 inches (51 mm) thick. Section 305.4 Dimensions: Stairs shall be at least 22 inches (559 mm) wide, with risers not more than and treads not less than, 8 inches (203 mm) and landings at the foot of stairs not less than 40 inches (1016 mm) wide by 36 inches (914 mm) long, located not more than 8 inches (203 mm) below the door. Section 305.5 Opening Protectives: Doors and windows along the fire escape shall be protected with 3/4 hour opening protectives. Section 705.9 Handrails: The requirements of Sections 705.9.1 and 705.9.2 shall apply to handrails from the work area to, and including, the level of exit discharge. Section 705.9.1 Minimum Requirement. Every required exit stairway that is part of the means of egress for any work area and that has three or more risers and is not provided with at least one handrail or in which the existing handrails are judged to be in Page 1 of 85 November 18, 2013 edm Revised May 7, 2014 Smith College Fire Escapes — Structural Inspections Table of Contents Morgan Hall Inspection Pages 55 — 56 Morrow Wilson Connector Inspection Pages 57 — 58 Wilson Gardener Connector Inspection Pages 59 - 60 Power House Inspection Pages 61 - 63 Presidents House Inspection Pages 65 - 68 Scott Gym Inspection Pages 69 - 73 Stoddard Hall Inspection Pages 75 - 79 Tilley House inspection Pages 81 - 82 Unity House Inspection Pages 83 — 85 Page 2 of 2 edrY1 g November 18, 2013 Smith College Fire Escapes — Structural Inspections Table of Contents Applicable Code Requirements Pages 1 — 3 12-14 Henshaw Inspection Pages 5 —6 12 Bedford Inspection Page 7 25 Henshaw Inspection Page 9 26 Bedford Inspection Pages 11 - 12 32 Bedford Inspection Pages 13 - 15 41 West Street Inspection Pages 17 - 18 47 Belmont Inspection Pages 19 -20 53 West Street Inspection Pages 21 - 24 54 Belmont Avenue Inspection Pages 25 - 26 61 Paradise Road Inspection Pages 27 -29 62 Kensington Avenue Inspection Pages 31 - 33 69 Belmont Inspection Pages 35 - 36 72 Dryads Green Inspection Page 37 95 West Street Inspection Pages 39 -40 115 Elm Street Inspection Pages 41 -43 Alumnae House Inspection Pages 45 -46 Capen Boiler Inspection Pages 47 -48 College Hall Inspection Pages 49 - 50 Crew House Inspection Pages 51 - 52 Lamount House Inspection Pages 53 - 54 edm Page 1 of 2 November 18, 2013 Smith College Fire Escapes — Structural Inspections Table of Contents Morgan Hall Inspection Pages 55 — 56 Morrow Wilson Connector Inspection Pages 57 - 58 Wilson Gardener Connector Inspection Pages 59 -60 Power House Inspection Pages 61 -63 Presidents House Inspection Pages 65 - 68 Scott Gym Inspection Pages 69 - 73 Stoddard Hall Inspection Pages 75 - 79 Tilley House inspection Pages 81 - 82 Unity House Inspection Pages 83 — 85 Page 2 f edrYt g o 2 November 18, 2013 Smith College Fire Escapes — Structural Inspections Table of Contents Applicable Code Requirements Pages 1 — 3 12-14 Henshaw Inspection Pages 5 —6 12 Bedford Inspection Page 7 25 Henshaw Inspection Page 9 26 Bedford Inspection Pages 11 - 12 32 Bedford Inspection Pages 13 - 15 41 West Street Inspection Pages 17 - 18 47 Belmont Inspection Pages 19 - 20 53 West Street Inspection Pages 21 - 24 54 Belmont Avenue Inspection Pages 25 - 26 61 Paradise Road Inspection Pages 27 - 29 62 Kensington Avenue Inspection Pages 31 - 33 69 Belmont Inspection Pages 35 - 36 72 Dryads Green Inspection Page 37 95 West Street Inspection Pages 39 -40 115 Elm Street Inspection Pages 41 -43 Alumnae House Inspection Pages 45 -46 Capen Boiler Inspection Pages 47 -48 College Hall Inspection Pages 49 - 50 Crew House Inspection Pages 51 - 52 Lamount House Inspection Pages 53 - 54 up Page 1 of 2 November 18, 2013 OdM to 00 edm City of Northampton Building Department Plan Review 212 Main Street Northampton, MA 01060 Fire Escape Inspections 41CAP SMITH COLLEGE Northampton , MA 166 east street Pittsfield,ma 01201 By: Carlo Schneller, P.E. (413)443-2374 edm Project No.: SMT-3642 fax(413)443-6057 Date: November 18, 2013 Revised: May 7, 2014 www.edm-ae.com 1� O 25 2 cop, 9s NOUSE D QQ yFQ•.,a# ,�q y- Q9 27 NNE � I N 1$1F� 24, 'W y �COIDMEX j!u SF o�Nq« cads Y e O W 17 20ol a o GaG ��- FING F 2 U� 2 h� Wy O r� Smith College Fire Escape Paramount Repairs May 21, 2014 Building Name �Noores ,_ Seconda Sco a Phase 2 Alternate#1 Secondary P 41 West 1 Replace damaged wood and paint.Align stair.Install foundation. Correct lateral slope. J Ito 53 West 3 Paint metal structure. an** 61 Paradise 2 Paint wood structure. w Of 69 Belmont 1 Repair leg and foundation.Fill in gap at upper landing.Plate and paint structure. 115 Elm 2 Paint metal structure. Crew House 1 Remove vegetation at base. Paint metal structure. Morgan Hail 1 Paint metal structure. . x ,,tread go .. . . ... ,��w PW Wilson Gardener 1 Make screens accessible and tighten toe caps. Connector Scott Gym 4 Install crash bar.Replace wide flange center member at north end. Tilley House 2 Paint metal structure. Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 inches on center, and 1 1/2 by 1 1/2 by 1/4 angle posts. The railings opposite the building wall are 34 inches above the threads. The first landing area is 42 1/4 inches by 60 inches, consisting of a 1 1/8 inch steel grating supported by four (4) inch channel frame, with two (2) three (3) inch by three (3) inch by 1/4 inch angle legs. The railing for the first level landing consists of a of 1 1/2 by 1 1/2 by 1/4 angle top rail, with 1 1/4 inch by 3/16 inch spindles spaced at seven (7) inches on center, and 1 1/2 by 1 1/2 by 1/4 angle posts. The top of the railing is at 34 inches. The stair between first landing and the second floor consist of six (6) inches channel stringers with 1 1/8 inch steel grating treads. The average rise and run of the stairs is 7 5/8 inches and 7 3/4 inches respectively. The railing consist of 1 1/2 by 1 1/2 by 1/4 angle top rail, with 1 1/4 inch by 3/16 inch spindles spaced at 6 1/2 inches on center, and 1 1/2 by 1 1/2 by 1/4 angle posts. The railings opposite the building wall are 34 inches above the threads. The second floor landing is the roof of a first floor area with a membrane roof with a walking surface. The railing along the this landing a steel rail consisting of 1 1/2 by 1 1/2 by 1/4 angle top rail on the porch roof parapet. The top of the rail is 35 1/4 inches above the deck of the second floor landing. Basement Entrance Stair The basement entrance stairs are steel that lead to a basement entrance. The stairs consist of ten (10) inches channel stringer. The rise varies between six (6) to 6 3/4 inches and the run varies between 10 1/4 to 10 3/4 inches. The railing is constructed of 1 1/2 inch pipe railing mid rail and posts with a height of 32 inches. Page 25 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 The stair between second floor and the third level landing consist of five (5) inches by 3/8 inch plate stringers with 1 1/4 inch steel grating treads. The average rise and run of eight (8) inches and nine (9) inches respectively. The railing consist of 1 1/2 by 1 1/2 by 1/8 angle top rail, with two (2) 1 3/4 inch by 3/16 inch center rails parallel to the top rail and 1 1/2 inch by 7/16 inch posts. The railings opposite the building wall are 34 1/2 inches above the threads. The third level landing area is 67 inches by 77 inches, consisting of a 1 1/4 inch steel grating supported by three (3) inch by three (3) inch by 1/4 inch angle frame, with two (2) 2 '/2 inches by 2 '/2 inches by 3/16 inch knee braces. The railing for the first level landing consists of a of 1 1/2 by 1 1/2 by 1/8 angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) to 5 1/4 inches on center. The top of the railing is at 35 inches. The stair between third level and the third floor landing consist of five (5) inches by 3/8 inch plate stringers with 1 1/4 inch steel grating treads. The average rise is 8 1/8 to 8 1/4 inches and the average run eight (8) inches. The railing consist of 1 1/2 by 1 1/2 by 1/8 angle top rail, with two (2) 1 3/4 inch by 3/16 inch center rails parallel to the top rail and 1 1/2 inch by 7/16 inch posts. The railings opposite the building wall are 33 1/2 inches above the threads. The third floor landing area is 40 1/2 inches by 131 1/2 inches, consisting of a 1 1/4 inch steel grating supported by three (3) inch by three (3) inch by 1/4 inch angle frame, with two (2)2 '/2 inches by 2 '/2 inches by 3/16 inch knee braces. The railing for the first level landing consists of a of 1 1/2 by 1 1/2 by 1/8 angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) to 5 1/8 inches on center. The top of the railing is at 34 1/2 inches. The ladder to the roof level consists of 1 1/2 inch diameter side rails spaced at 16 '/2 inches clear with 5/8 inch rungs spaced at 11 3/4 inches to 12 inches.. At the top of the ladder the path crosses over a 13 '/2 inch wide parrapet and 10 3/4 inches down to a membrane roof. The stair tower is supported off the building and two four (4( inches square columns located at the center of the landing at the ends of the stair tower. Tilley House Tilley House is a two (2) story masonry structure with a steel stair and landing systems. Tilley House is use for academic purposes. The Occupancy Group for this structure is Group B. The Construction Type for this building is Type III. The stair consisting of steel stair and landing between finished grade and the second floor level. The stair between finished grade and the first landing consist of six (6) inches channel stringers with 1 1/8 inch steel grating treads. The average rise and run of the stairs is 7 7/8 inches and 7 3/4 inches respectively. The railing consist of 1 1/2 by 1 1/2 by 1/4 angle top rail, with 1 1/4 inch by 3/16 inch spindles spaced at 6 3/4 Page 24 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 inch by 3/16 inch spindles spaced at five (5) to 5 1/4 inches on center. The top of the railing is at 36 inches. The first floor walkway connecting the second floor landing with the stair to the third level area is 101 inches by 35 inches, consisting of a 1 1/4 inch steel grating supported by three (3) inch by three (3) inch by 1/4 inch angle frame, with two (2) three (3) inch by three (3) inch by 1/4 inch angle legs. The railing for the first level landing consists of a of 1 1/2 by 1 1/2 by 1/8 angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) to 5 1/4 inches on center. The top of the railing is at Winches. The first floor landing and walkway form a "L" shaped surface. The stair between first floor and the second level landing consist of five (5) inches by 3/8 inch plate stringers with 1 1/4 inch steel grating treads. The average rise varies between eight (8) inches and 8 '/2 inches and the average run8 3/4 inches. The railing consist of 1 1/2 by 1 1/2 by 1/8 angle top rail, with two (2) 1 3/4 inch by 3/16 inch center rails parallel to the top rail and 1 1/2 inch by 7/16 inch posts. The railings opposite the building wall are 33 3/4 inches above the threads. The second level landing area is 50 '/2 inches by 70 1/2 inches, consisting of a 1 1/4 inch steel grating supported by three (3) inch by three (3) inch by 1/4 inch angle frame, with two (2) 2 '/2 inches by 2 '/2 inches by 3/16 inch knee braces. The railing for the first level landing consists of a of 1 1/2 by 1 1/2 by 1/8 angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) to 5 1/4 inches on center. The top of the railing is at 35 inches. The stair between second level and the second floor landing consist of five (5) inches by 3/8 inch plate stringers with 1 1/4 inch steel grating treads. The average rise is 8 1/4 inches and the average run 8 5/8 inches. The railing consist of 1 1/2 by 1 1/2 by 1/8 angle top rail, with two (2) 1 3/4 inch by 3/16 inch center rails parallel to the top rail and 1 '/2 inch by 7/16 inch posts. The railings opposite the building wall are 33 3/4 inches above the threads. The second floor landing area is 73 1/4 inches by 134 inches, consisting of a 1 1/4 inch steel grating supported by three (3) inch by three (3) inch by 1/4 inch angle frame, with two (2) three (3) inch by three (3) inch by 1/4 inch angle legs. The railing for the first level landing consists of a of 1 1/2 by 1 1/2 by 1/8 angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) to 5 1/8 inches on center. The top of the railing is at 35 inches. The second floor walkway connecting the second floor landing with the stair to the third level area is 61 inches by 33 1/2 inches, consisting of a 1 1/4 inch steel grating supported by three (3) inch by three (3) inch by 1/4 inch angle frame, with two (2) three (3) inch by three (3) inch by 1/4 inch angle legs. The railing for the first level landing consists of a of 1 1/2 by 1 1/2 by 1/8 angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) to 5 1/8 inches on center. The top of the railing is at 35 inches. The second floor landing and walkway form a "L" shaped surface. Page 23 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 The stair between finished grade and the first floor landing consist of 12 inch channel stringers and a five (5) inches wide flange center support member with cast iron treads. The average rise and run of the stairs is 6 7/8 inches and 11 inches respectively. The railings consist of 2 1/2 by 1 3/8 architectural top rail, with 3/4 inch square spindles spaced at 4 11/16 inches on center and two (2) square posts at the top and bottom of the stringers. The railings are 35 inches above the threads. The first floor landing area is 49 inches by 96 inches, consisting of a '/z inch steel deck supported by a 12 inch channel stringers and a 2 1/2 inches "T" shape center support member. The deck is supported at the building and by 2/12 inch square tube columns. The railings consist of 2 1/2 by 1 3/8 architectural top rail, with 3/4 inch square spindles spaced at 4 11/16 inches on center. The top of the railing is at Winches. Stoddard Hall Stoddard Hall is a three (3) story masonry structure with four steel stair and landing systems. Stoddard Hall is use for academic purposes. The Occupancy Group for this structure is Group B. The Construction Type for this building is Type III. The stair consisting of steel stair and landing between finished grade and the third floor level. The stair between finished grade and the first landing consist of six (6) inches by 3/8 inch plate stringers with 1 1/4 inch steel grating treads. The average rise and run of the stairs is eight (8) inches and 8 3/4 inches respectively. The railing at the wall is a 1 inch pipe railing attached to the building wall at a height of 34 1/2 inches. The railing opposite the wall consist of 1 1/2 by 1 1/2 by 1/8 angle top rail, with two (2) 1 3/4 inch by 3/16 inch center rails parallel to the top rail and 1 1/2 inch by 7/16 inch posts. The railings opposite the building wall are 32 3/4 inches above the threads. The first landing area is 571/2 inches by 71 1/2 inches, consisting of a 1 1/4 inch steel grating supported by three (3) inch by three (3) inch by 1/4 inch angle frame, with two (2) three (3) inch by three (3) inch by 1/4 inch angle legs, and 2 1/2 inches by 2 1/2 inches by 3/16 inch knee brace. The railing for the first level landing consists of a of 1 1/2 by 1 1/2 by 1/8 angle top rail with 1 1/4 inch by 3/16 inch spindles spaced at five (5) inches on center. The top of the railing is at 35 inches. The stair between first landing and the first floor landing consist of five (5) inches by 3/8 inch plate stringers with 1 1/4 inch steel grating treads. The average rise varies between 8 1/8 inches and 8 1/2 inches and the average run eight (8) inches. The railing consist of 1 1/2 by 1 1/2 by 1/8 angle top rail, with two (2) 1 3/4 inch by 3/16 inch center rails parallel to the top rail and 1 1/2 inch by 7/16 inch posts. The railings opposite the building wall are 34 inches above the threads. The first floor landing area is 73 1/4 inches by 134 inches, consisting of a 1 1/4 inch steel grating supported by three (3) inch by three (3) inch by 1/4 inch angle frame, with two (2) three (3) inch by three (3) inch by 1/4 inch angle legs. The railing for the first level landing consists of a of 1 1/2 by 1 1/2 by 1/8 angle top rail with 1 1/4 Page 22 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 A stair consisting of steel stair and landing between finished grade and the third floor level. The stair between finished grade and the first landing consist of eight (8) inch channel stringers with 1 1/4 inch steel grating treads. The average rise and run of the stairs is eight (8) inches and 9 1/4 inches respectively. The railings consist of two (2) by two (2) by 3/16 angle top rail and posts with two (2) 1 3/8 inch by 1/4 inch center rails parallel to the top rail. The railings are 34 inches above the threads. The first landing area is 39 inches by 98 inches, consisting of a 1 1/4 inch steel grating supported by a eight (8) inch channel frame with a six (6) inches channel center support. The railing for the first floor landing consists of a of two (2) by two (2) by 3/16 angle top and bottom rail with 5.8 inch diameter spindles spaced at 7 3/4 inches on center. The top of the railing is at 34 1/2 inches. The remaining stair and landings between the fist landing and the second floor landing. The second floor landing and the third landing, and the third landing and the third floor landing are of similar construction to the stair and landing system described. The stair tower is supported off the building and two four (4( inches square columns located at the center of the landing at the ends of the stair tower. The Stair and Landing or the First Floor Level South End A stair consisting of steel stair and landing between finished grade and the first floor level. The stair between finished grade and the first floor landing consist of 12 inch channel stringers and a six (6) inches wide flange center support member with patterned steel treads. The average rise and run of the stairs is 6 7/8 inches and 11 3/8 inches respectively. The railings consist of 2 1/2 by 1 3/8 architectural top rail, with 3/4 inch square spindles spaced at 4 11/16 inches on center and two (2) square posts at the top and bottom of the stringers. The railings are 35 inches above the threads. The first floor landing area is 49 inches by 96 inches, consisting of a patterned steel deck supported by a 12 inch channel stringers and a six (6) inches wide flange center support member. The deck is supported at the building and by two (2) two (2) inch square tube columns. The railings consist of 2 1/2 by 1 3/8 architectural top rail, with 3/4 inch square spindles spaced at 4 11/16 inches on center. The top of the railing is at 36 inches. The Stair and Landing or the First Floor Level North End A stair consisting of steel stair and landing between finished grade and the first floor level. Page 21 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 Power House Power House is a four (4) story masonry/steel structure with a steel ladder on to the roof of an adjacent facilities office building. The path crosses the roof the facilities office building roof and down another ladder on to a lower roof where a door provides entrance into the facilities office building. The Occupancy Group for power house building is Group F-5. The Construction Type for the power house building is Type II. The Occupancy Group for facilities office building is Group B. The Construction Type for the facilities office building is Type III. Upper Ladder The upper ladder of the roof of the power house onto the upper roof of the facilities building consists of three (3) inch by three (3) inch angle rails with a clear spacing of 18 inches, with 3/4 inch diameter rungs spaced at 12 inches on center. The ladder includes a cage extending 81 inches above the upper level. Lower Ladder The lower ladder has a slope of 74.9 degrees. The lower ladder consists of two (2) inch channel rails with a clear space of 18 '/2 inches, with 3/4 inch diameter rungs spaced at 12 inches on center. Scott Gym Scott Gym is a three (3) story masonry structure with four steel stair and landing systems. Scott Gym is use for academic purposes. The Occupancy Group for this structure is Group B. The Construction Type for this building is Type III. The stair and landing systems include one stair and landing system servicing the basement level, one stair and landing system servicing the second and third floor level, and two (2) stair and landing systems servicing the first floor. The Stair and Landing for the Basement A stair consisting of galvanized steel landing and stair between finished grade and the basement floor level. The finished grade landing area is 36 1/2 inches by 38 1/8 inches, consisting of a 1/4 inch patterned steel deck supported by a 12 inch channel frame. The railing for the first floor landing consists of a 1 1/2 inch pipe, top rail with one (1) center rail parallel to the top rail and posts. The top of the railing is at 42 inches. The stair consists of 12 inch channel stringers with 1/4 inch patterned steel treads. The average rise and run of the stairs is seven (7) inches and ten (10) inches respectively. The railings consist of 1 1/2 inch pipe, top rail with one (1) center rail parallel to the top rail and posts. The railings are 34 inches above the threads. The Stair and Landing for the Second and Third Floor Level Page 20 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 braces at both ends of the platform. The handrail along the platform consists of 1 1/2 inch by 1 1/2 inch by 1/2 inch top rail and with 5/8 inch Square spindles as 7 5/8 inches on center. The top of the railing is 36 inches above the landing. Morrow Extension Fire Escape The stair between the finished grade and second floor landing consists of a ten (10) inch channel stringers with manufactured bar grating treads. The stair rise and run 7 112 inches and 8 1/16 inches respectively. The handrail along the stairs consists of 1 1/2 inch by 1/2 inch top rail, 1 '/2 inch by 1 '/2 inch vertical support angles, and with 5/8 inch Square spindles at six (6) inches on center. The top of the handrail along the stair is 36 1/4 inches above the treads. The second floor landing area is 166 inches by 41 inches, consisting of welded steel grating supported by a six (6) inch channel frame supported with 3 '/2 inch 3 '/2 inch knee braces at four (4) locations along the platform. The handrail along the platform consists of 1 1/2 inch by 1/2 inch top rail and with 1/2 inch Square spindles at 6 1/2 inches on center. The top of the railing is 42 inches above the landing. Wilson Gardener Wilson Gardener connector is a 2 112 story wood frame structure with a steel stair and landing fire escape between the second floor and the ground level. Wilson Gardener connector is use for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The finished grade landing is 16 1/8 inches above the finished grade. Access to land included a nine (9) step onto a curb and a 7 1/8 inch step onto the landing. The landing frame is constructed of six (6) inch and ten (10) channels with a 1 1/8 inch welded bar grating. The landing area is 54 inches by 42 '/2 inches. The handrail along the platform consists of 1 1/2 inch by 1/2 inch top rail and with 5/8 inch Square spindles at 6 inches on center. The top of the railing is 42 1/4 inches above the landing. The landing is supported by four (4) by four (4) by 3/8 angle legs. The stair between the finished grade landing and second floor landing consists of a ten (10) inch channel stringers with manufactured bar grating treads. The stair rise and run 7 3/4 inches and eight (8) inches respectively. The handrail along the stairs consists of 1 1/2 inch by 1/2 inch top rail, 1 1/2 inch by 1 1/2 inch vertical support angles, and with 5/8 inch Square spindles at 6 1/2 inches on center. The top of the handrail along the stair is 37 inches above the treads. The second floor landing area is 57 1/2 inches by 57 1/2 inches, consisting of welded steel grating supported by a six (6) inch channel frame supported with 3 '/2 inch 3 '/2 inch knee braces at two (2) locations along the platform. The handrail along the platform consists of 1 1/2 inch by 1/2 inch top rail and with 1/2 inch Square spindles at 6 1/2 inches on center. The top of the railing is 42 inches above the landing. Page 19 of 25 May 21, 2014 NOW Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 The stairs between second landing and the third landing consist of six (6) inch channel stringers and a 1 1/4 inch steel bar grating. The average rise and run is 7 7/8 inches by 8 7/8 inches respectively. The railings consist of a 1 1/4 by 1 1/4 top rail and support members with one (1) inch by 1/4 inch spindles spaced at four (4) inches on center. The height of the handrail is 36 inches. The third landing is constructed with a six (6) inch channel frame. The deck of the landing consists of a 1 1/4 inch steel bar grating. The landing area is 47 inches wide by 42 inches deep. The railings consist of a 1 1/4 by 1 1/4 top rail and support members with one (1) inch by 1/4 inch spindles spaced at four (4) inches on center. The height of the handrail is 36 inches. The third landing provides access to the second floor/porch roof. The porch roof is a membrane roof. The landings and stairs are supported with 3 '/2 inch by 3 '/2 inch steel columns The stairs between third landing and the forth landing consist of six (6) inch channel stringers and a 1 1/4 inch steel bar grating. The average rise and run is 8 1/4 inches by 9 1/4 inches respectively. The railings consist of a 1 1/4 by 1 1/4 top rail and support members with one (1) inch by 1/4 inch spindles spaced at four (4) inches on center. The height of the handrail is 36 inches. The forth/top landing are constructed with a three (3) inch channel frame. The deck of the landing consists of a 1 1/4 inch steel bar grating. The landing area is 36 inches wide by 84 inches deep. The railings consist of a 1 1/2 by 1 1/2 top rail and support members with one (1) inch by 3/16 inch spindles spaced at 8 1/4 inches on center. The height of the handrail is 36 inches. The top landing provides access to the third floor. The top landing is supported by two (2) knee braces, one (1) at each end, consisting of 2 'h by 2 '/2 by 1/4 angles. Morrow Wilson Connector Morrow Wilson connector is a 2 1/2 story wood frame structure with two (2) steel stair and landing fire escapes between the second floor and the ground level. Morrow Wilson connector is use for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. Wilson Extension Fire Escape The stair between the finished grade and second floor landing consists of a six (6) inch by 3/8 inch plate along the building wall and a six (6) inches channel stringer opposite the wall with 1 1/4 inch bar grating. The stair rise varies between 7 3/4 inches and eight (8) inches and a nine (9) inches run. The handrail along the stairs consists of 1 1/2 inch by 1/2 inch top rail, two (2) inch by two (2) by 3/16 inch vertical supports, and with 5/8 inch Square spindles as 7 5/8 inches on center. The top of the handrail along the stair is 32 5/16 inches above the treads. The second floor landing area is 59 inches by 38 inches, consisting of 1 1/4 inch bar grating supported by a five (5) inch channel supported with 2 '/2 inch 2 '/2 inch knee Page 18 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 Occupancy Group for this structure is Group R-213. The Construction Type for this building is Type III. The finished grade platform consist of a six (6) inch channel frame with a patterned plate deck, supported by the retaining wall along which it is constructed and two (2) - three (3) by three (3) by 1/4 angle legs. The landing area is 41 3/4 inches by 40 1/4 inches. The handrail consists of a 1 7/8 inch by 3/4 inch architectural steel top rail with '/2 inch spindles at 4 5/8" on center. The top of the handrail is 33 7/8" above the landing. The stair between the finished grade and the basement level consist of a 5/16 inch stringer along the retaining wall and a ten (10) inch channel stringer of the opposite side. The treads are a patterned plate with a rise of 7 1/4 inches and a run of ten (10) inches. The handrail along the stair is similar to the handrail at the landing with the 1/2" spindles spaced at 4 11/16 inches on center. The handrail height along the stairs is 32 inches above the stair treads. Morgan Hall Morgan Hall is a 2 1/2 story wood frame structure with a steel stair and landing fire escape between the third floor and the ground level. Morgan Hall is use for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The stairs between finished grade and the first landing consist of six (6) inch channel stringers and a 1 1/4 inch steel bar grating. The average rise and run is 7 1/4 inches by 8 7/8 inches respectively. The railings consist of a 1 1/4 by 1 1/4 top rail and support members with one (1) inch by 1/4 inch spindles spaced at four (4) inches on center. The height of the handrail is 36 inches. The lower landing is constructed with a six (6) inch channel frame. The deck of the landing consists of a 1 1/4 inch steel bar grating. The landing area is 101 inches wide by 39 inches deep. The railings consist of a 1 1/4 by 1 1/4 top rail and support members with one (1) inch by 1/4 inch spindles spaced at four (4) inches on center. The height of the handrail is 36 inches. The lower landing provides access to the first floor porch. The stairs between lower landing and the second landing consist of six (6) inch channel stringers and a 1 1/4 inch steel bar grating. The average rise and run is 7 7/8 inches by 8 7/8 inches respectively. The railings consist of a 1 1/4 by 1 1/4 top rail and support members with one (1) inch by 1/4 inch spindles spaced at four (4) inches on center. The height of the handrail is 36 inches. The second landing is constructed with a six (6) inch channel frame. The deck of the landing consists of a 1 1/4 inch steel bar grating. The landing area is 100 1/2 inches wide by 39 inches deep. The railings consist of a 1 1/4 by 1 1/4 top rail and support members with one (1) inch by 1/4 inch spindles spaced at four (4) inches on center. The height of the handrail is 36 inches. Page 17 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 The second floor landing area is 46 3/4 inches by 49 1/4 inches, consisting of 1 1/8 inch bar grating supported by a four (4) inch by 1 9/16 inch by 3/16 inch channel frame. The channel frame is supported of the existing structure and two (2) - three (3) by three (3) angle legs. The handrail along the platform consists of 1 1/4 inch by 1 1/4 inch by 3/16 inch angle top rail and vertical supports with one (1) inch by 1/8 inch spindles at 5 3/4 inches on center. The top of the railing is 36 inches above the landing. The Steel Ladder and Landing The steel ladder consist of three (3) by 1 3/8 by 3/16 channel rails with a 17 3/8 inch spacing between the rails and 3/4 inch rungs spaced at 11 7/8 inches to 12 1/4 inches on center. The bottom rung is approximately 39 3/4 inches to 40 3/4 inches above finished grade. The ladder is accessed at the second floor level by stepping across 15 '/2 inches opening. The second floor landing area is 65 3/8 inches by 30 '/2 inches, consisting of a three (3) by three (3) by 3/16 angle frame and 1" welded bar grating. The landing is supported with a three (3) by three (3) by 3/16 angle knee brace at both ends. The railing along the landing is 42 1/4 inches above the top of landing consisting of a 1 1/2 by 1 '/2 by 3/16 top rail and verticals at the corners, and 1/2 inch square spindles at five (5) inches on center. Crew House Crew House is a two (2) story wood frame structure with a steel stair and landing fire escape between the second floor and the ground level. Crew House is use for educational purposes. The Occupancy Group for this structure is Group B. The Construction Type for this building is Type V. The stair between the finished grade and second floor landing consists of 5/16 by six (6) plate stringers with 1 1/8 inch bar grating. The stair rise varies between 8 1/4 inches and 8 5/8 inches and an 8 3/4 inches run. The handrail along the stairs consists of 1 1/2 inch by 1 1/2 inch by 3/16 inch angle top rail and vertical supports with two (2) 1 1/4 inch by 3/16 inch middle rails parallel to the top rail. The top of the handrail along the stair is 34 3/4 inches above the treads. The second floor landing area is 42 inches by 24 inches, consisting of 1 1/8 inch bar grating supported by a 5/16 inch by six (6) inch plate sides and a five (5) inchs channel anchored to the building wall. The handrail along the platform consists of 1 1/2 inch by 1 1/2 inch by 3/16 inch angle top rail and vertical supports with two (2) 1 1/4 inch by 3/16 inch middle rails parallel to the top rail. The top of the railing is 34 1/2 inches above the landing. Lamount House Lamount House is a three (3) story masonry structure with a steel stair to a basement level utility area. Lamount House is use for student residences. The Page 16 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 existing structure and by a knee brace consisting three (3) by 1 1/2 by 1/4 at edge of the platform by the ladder opening. The handrail along the platform consists of 1 1/4 x 1 1/4 x 3/16 top rail with one (1) by 3/16 pickets spaced 5 7/8 inches on center. The upper ladder consists of 3/8 by 2 1/2 bar rails with 3/4 inch rungs spaced at 12 inches on center. The top step has a rise of 9 1/4 inches with a step across of 5 3/8 inches onto the third floor landing. The ladder rail extends 26 '/2 inches above the top step. The third floor landing consists of a two (2) by one (1) frame supporting an expanded metal grating. The railing consists of one (1) inch square tube top rail and posts, and 1/2 inch square spindles at 5 3/4 inches on center. Third Floor Ladder/Landing to Ground Level The ladder system between the second floor platform and the ground level consists of a folding steel ladder. The lower ladder is a folding ladder consisting of 1 1/2 inch by 1 1/2 inch by 3/16 inch angle rails and 3/4 inch diameter tube rungs with a width of 14 5/8 inches. The rungs are spaced at 12 inches on center. The bottom step is 20 inches between the finished grade and the first rung. The ladder is set with a step across distance 21 5/8 inches. The second floor landing consists 1 1/4 inch bar grating supported by a three (3) by three (3) by 1/4 angle frame on three sides. The angle frame is supported of the existing structure and by a knee brace consisting three (3) by 1 1/2 by 1/4 at edge of the platform by the ladder opening. The handrail along the platform consists of 1 1/4 x 1 1/4 x 3/16 top rail with one (1) by 3/16 pickets spaced 6 3/16 inches on center. Capen Boiler Capen Boiler is a 1 1/2 story masonry first floor structure and a wood framed roof structure with a steel stair and landing fire escape on the side of the structure and a steel ladder and landing on the back of the structure adjacent to the greenhouse. Capen Boiler is use as a maintenance work area. The Occupancy Group for this structure is Group B. The Construction Type for this building is Type V. The Steel Stair and Landing The stair between the finished grade and second floor landing consists of 3/8 by six (6) plate stringers with 1 1/8 inch bar grating. The stair rise varies between 8 5/8 inches and nine (9) inches and run varies between 8 7/8 inches and nine (9) inches. The handrail along the stairs consists of 1 1/4 inch by 1 1/4 inch by 3/16 inch angle top rail and vertical supports with one (1) inch by 1/8 inch spindles at 5 7/8 inches to six (6) inches on center. The top of the handrail along the stair is 31 3/4 inches above the treads. Page 15 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 The lower landing are constructed with a three (3) inch channel frame on four (4) sides and an angle 2 Y2 by 2 'h by 3/16 in the center of the long span. The deck of the landing consists of a one (1) inch welded steel bar grating. The landing area is 79 inches wide by 42 inches deep. The railings consist of a 1 3/4 by 1 3/4 top rail with 1/2 inch square spindles spaced at six (6) inches on center and one (1) inch square support members at the corners. The height of the handrail is 39 inches. The upper landing is"L" shaped landing with a similar construction as the lower landing. The landings and stairs are supported with 3 '/2 inch by 3 '/2 inch steel columns with the lower portions having a concrete encasement. 95 West Street 95 West Street is a 2 1/2 story wood frame structure with a a path over the second floor roof and a ladder to the ground level. 95 West Street is use for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The ladder consist of 1 5/8 inch diameter rails and two (2) by two (2) by 1/4 angle rungs with a width of 11 inches. The rungs are spaced at 12 inches on center. A 14 1/8 inch by 17 inch landing is at the top of the ladder. The ladder is supported at the base with a concrete footing and at two (2) locations along the length with two (2) by 1/4 brackets. The landing consists of an expanded metal grating supported by 1 1/2 by 1 'h by 3/16 angle frame.. The handrails between the ladder and the point of egress consist of one (1) inch diameter pipe railings, with a height of 38 1/4 inches and a mid rail. 115 Elm Street 115 Elm Street is a 2 1/2 story wood frame structure with two(2) steel ladder fire escapes, one (1) with a a path over the second floor roof and a steel ladder to a second floor platform and a steel ladder to the ground level, and one (1) from a second story platform th the ground level. 115 Elm Street is use for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. Third Floor Ladder/Landing to Ground Level The ladder system between the second floor platform and the ground level consists of a folding steel ladder. The lower ladder is a folding ladder consisting of 1 1/2 inch by 1 1/2 inch by 3/16 inch angle rails and 3/4 inch diameter tube rungs with a width of 14 7/8 inches. The rungs are spaced at 12 inches on center. The ladder is set with a step across distance 21 inches. The second floor landing consists 1 1/4 inch bar grating supported by a three (3) by three (3) by 1/4 angle frame on three sides. The angle frame is supported of the Page 14 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 62 Kensington Avenue 62 Kensington Avenue is a 21/2 story wood frame structure with one (1) wood frame stair and landing systems, and ladder system between a second floor porch and ground level. 62 Kensington Avenue is use for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The Wood Frame Stair Between the Third Floor and Ground Level The fire escape consists of a wood frame structure servicing the third floor level, passing over the roof system covered with a 2x plank walkway to service the third floor level. The base of the stairs is supported by a concrete landing forming the first tread with a 8 3/8 inch rise and 8 7/8 inch run. The structure is supported with four (4) by four (4) wood columns supporting a mid level landing and knee braces off the building structure supporting the upper level landing. The stairs are 32 inches wide. The stairs are supported by three (3) - two (2) by wood stringers, and landings supported by two (2) by wood framing. The average stair rise run is nine (9) inch rise by 8 3/8 inch run for the lower stairs and 7 3/4" run for the upper stairs. Railings along the stairs have a 38 3/4 to 39 1/4 inch height with a single center rail. Railings along the landings have a 41 3/4 inch height with a single center rail. Railings are constructed of 2x4 members. The 2x plank walkway across the roof is 28 1/2 inches wide, with egress through 24 3/8 inch wide by 20 inch high maximum opening window. Ladder System The ladder system between the second floor porch and the ground level consists of a folding steel ladder. TOhe ladder is mounted in such a fashion that it ends below a second floor window. The ladder consist of two (2) inch by two (2) inch by 1/4 inch angle rails and 3/4 inch diameter tube rungs with a width of 15 1/4 inches. The rungs are spaced at 12 inches on center. The ladder is set with a step across distance 19 1/2 inches clear from the second floor original porch floor. The original porch floor has been covered with a new porch deck. The handrails along the deck are 28 inches high as measured from the new deck surface. 69 Belmont Avenue 69 Belmont Avenue is a three (3) story wood frame structure with steel stair and landing system servicing the second and third floors. 69 Belmont Avenue is use for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The stairs consist of three (3) inch channel members and a one (1) inch welded steel bar grating. The average rise and run is 8 1/8 inches by eight (8) inches respectively. The railings consist of a 1 3/4 by 1 3/4 top rail with 1/2 inch square spindles spaced at six (6) inches on center and one (1) inch square support members at 78 inches on center. The height of the handrail is 39 1/2 inches. Page 13 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 The second floor landing is supported by two (2) 3/4 inch diameter bars hung from the third floor landing and anchored to wall of the structure. The area of second floor landing is 126 inches by 29 1/2 inches. The railing consists of a 1 1/2x1 1/2x1/8 top and bottom angle with one (1) inch by 1/8 inch spindles spaced at 8 inches on center. The top of the railing is 36 inches above the grating deck. The ladder between the second floor and the third floor consist of two (2) inch by 1/4 inch bar rails and 3/4 inch diameter rungs. The rungs are spaced at 12 1/4 inches on center. The ladder is set 5 3/4 inches clear off the building wall. The ladder is a side access of the third floor landing. The third floor landing is supported by two (2) knee braces consisting of 2 '/2 by 2 '/2 by 1/4 angles. The area of second floor landing is 87 1/2 inches by 29 1/4 inches. The railing consists of a 1 1/2x1 1/2x1/8 top and bottom angle with one (1) inch by 1/8 inch spindles spaced at 7 7/8 inches on center. The top of the railing is 36 inches above the grating deck. 61 Paradise Road 61 Paradise Road is a 2 '/2 story wood frame structure with two (2) wood frame stair and landing systems, one (1) between the third floor and the ground level, and the second between the second floor and ground level. 61 Paradise Road is use for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The Wood Frame Stair Between the Third Floor and Ground Level The fire escape consists of a wood frame structure servicing second floor level, passing over a metal roof system and servicing the third floor. The structure is supported with four (4) by four (4) wood columns and off the building structure. The stairs are 32 3/4 inches wide. The stairs are supported by three (3) - two (2) by wood stringers, and landings supported by two (2) by wood framing. The average stair rise run is 8 7/8 inch rise by 8 1/2 inch run. Railings along the stairs have a 38 1/2 inch height with a single center rail. Railings along the landings have a 39 1/8 inch height with a single center rail. Railings are constructed of 2x4 members. The Wood Frame Stair Between the Second Floor and Ground Level The fire escape consists of a wood frame structure servicing second floor level. The structure is supported with four (4) by four (4) wood columns and the building structure. The stair system has a mid level landing but not upper landing at the egress The stairs are 34 inches wide. The stairs are supported by three (3) - two (2) by wood stringers, and landings supported by two (2) by wood framing. The average stair rise run is 8 7/8 inch rise by 8 1/2 inch run. Railings along the stairs and landing have a 39 1/4 inch height with a single center rail. Railings are constructed of 2x4 members. Page 12 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 entering the landing. The stairs are supported by three (3) -two (2) by wood stringers, and landings supported by two (2) by wood framing. The average stair rise run is 7 3/4 inch rise by 8 1/2 inch run. Railings along the stairs have a 36 1/4 inch height with 5/4 by 5/4 spindles spaced at four (4) inches on center for both the stair and the landing. Steel Landing and Ladder The fire escape consists of a steel frame upper landing with a steel ladder to a steel landing and the second floor landing and a steel ladder to the ground level. The ladder between the ground level and second floor landing consist of two (2) inch by 5/16 inch bar rails and 5/8 inch diameter rungs with a width of 15 1/8 inches. The rungs are spaced at 11 3/8 inches on center. The ladder is set 3 1/2 inches clear off the building wall. The ladder is a side access of the second floor landing. The second floor landing is supported by three (3) knee braces consisting of 2 '/2 by 2 '/2 by 3/16 angles. The area of second floor landing is 78 inches by 22 5/8 inches. The railing consists of a 1 1/2x1 1/2x3/16 top and bottom angle with 5/8 inch diameter spindles spaced at 7 5/8 inches on center. The top of the railing is 36 inches above the grating deck. The ladder between the second floor and the third floor consist of two (2) inch by 5/16 inch bar rails and 5/8 inch diameter rungs with a width of 15 1/4 inches. The rungs are spaced at 11 3/8 inches on center. The ladder is set 3 '/2 inches clear off the building wall. The ladder is a side access of the third floor landing. The third floor landing is supported by three (3) knee braces consisting of 2 '/2 by 2 1/2 by 3/16 angles. The area of second floor landing is 91 1/2 inches by 23 1/2 inches. The railing consists of a 1 1/2x1 1/2x3/16 top and bottom angle with 5/8 inch diameter spindles spaced at 7 5/8 inches on center. The top of the railing is 36 inches above the grating deck. 54 Belmont Avenue 54 Belmont Avenue is a 2 '/2 story wood frame structure with a steel landing and ladder system between the third floor and the ground level. 54 Belmont Avenue is use for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The fire escape consists of a steel frame upper landing with a steel ladder to a steel landing and the second floor landing and a folding steel ladder to the ground level. The ladder between the ground level and second floor landing consist of 1 1/2 inch by 1 1/2 inch by 1/8 inch angle rails and 3/4 inch diameter tube rungs with a width of 15 inches. The rungs are spaced at 12 inches on center. The ladder is set 12 inches clear off the building wall. The ladder is a side access of the second floor landing. Page 11 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 Belmont is use for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The fire escape consists of a steel frame upper landing with a steel ladder to a steel landing and the second floor and a steel ladder to the ground level. The ladder between the ground level and second floor consist of 1 1/4 inch square tube rails and rungs. The rungs are spaced at 13 1/4 inches on center. The second floor landing is supported by four (4) three (3) inch square tube legs and constructed of 1 1/4 inch deep welded steel grating with an area of 75 '/2 inches by 71 1/8 inches supported by a 3x2x14 angle frame. The railing consists of a 1x1 x1/8 top angle with 1x1/8 inch bar spindles spaced at seven (7) inches on center. The access to the ladder to the ground level is by stepping across a floor opening with a grating cover. The third floor landing is supported off the second floor landing and the house structure. The legs between the second floor and third floor platforms consist of three (3) square tubes. The upper landing is constructed of 1 1/4 inch deep welded steel grating with an area of 34 '/2 inches by 73 1/4 inches supported by a 3x2x14 angle frame. The railing consists of a 1 x1 x1/8 top angle with 1 x1/8 inch bar spindles spaced at seven (7) inches on center. The access to the ladder to the ground level is by stepping across a floor opening with a grating cover. 53 West Street 53 West Street is a 2 '/2 story wood frame structure with three (3) fire escapes, one (1) consisting of a wood frame stair and landing system from the first floor the ground level, one (1) consisting of a wood frame stair and landing system from the second floor the ground level, and one (1) consisting of a steel landing and ladder system between the third floor and the ground level. 53 West Street is use for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The Wood Frame Stair First Floor The fire escape consists of a wood frame structure servicing the first floor level. The structure is constructed with four (4) by four (4) wood columns supporting the landings. The stairs are 34 inch wide with a 31 1/2 inch minimum width when entering the landing. The stairs are supported by three (3) - two (2) by wood stringers, and landings supported by two (2) by wood framing. The average stair rise run is 7 3/4 inch rise by 8 1/2 inch run. Railings along the stairs have a 36 1/4 inch height with 5/4 by 5/4 spindles spaced at four (4) inches on center for both the stair and the landing. The Wood Frame Stair Second Floor The fire escape consists of a wood frame structure servicing second floor level. The structure is constructed with four (4) by four (4) wood columns supporting the landings. The stairs are 34 inch wide with a 31 '/2 inch minimum width when Page 10 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 INSTALL CRASH BAR Buildings included: • Stoddard Hall The work shall consist of: 1. Install panic bar hardware along existing chain link fence gate (similar to existing gate approximately 40' to the west). 2. Device will look similar to the lower photo shown here. a , 2 SPECIFIC BUILDING DESCRIPTION 41 West Street 41 West Street is a 2 '/2 story wood frame structure with a fire escape consisting of a wood frame stair and landing system. 41 West Street is use for housing. The Occupancy Group for this structure is Group R-2. The Construction Type for this building is Type V. The fire escape consists of a wood frame structure servicing two (2) elevated levels. The structure is constructed with four (4) by four (4) wood columns supporting 39 inch wide stairs supported by three (3) - two (2) by wood stringers, and landings supported by two (2) by wood framing. The average stair rise and run between the ground level to the first floor is 8 1/2 inch rise by 10 1/4 inch run, between the first floor and the third floor is 7 1/2 inch rise by 9 1/4 inch run. Railings along the stairs between the ground level and the first floor have a 31 3/4 inch height with a single mid rail at 23 '/2 inches down from the top rail. Railings along the stairs between the first and the third floor have a 35 1/4 inch height with a single mid rail at 22 3/4 inches down from the top rail. Between the second floor and the third floor the stair includes a 90 degree two (2) rise spiral to end at the third floor level. Additionally the stair between the first floor and the second floor is a covered stair, and an enclosed stair between the second floor to the third floor. 47 Belmont 47 Belmont is a 2 1/2 story wood frame structure with a fire escape consisting of a steel landing and ladder system from the upper level to the ground level. 47 Page 9 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 INSTALL RAILING AT ROOF EDGE Buildings included: Power House The work shall consist of: 1. Install steel guardrail along edge of roof similar to existing. The new railing shall be located along the roof edge between the upper and lower ladder, approximately 20' in length. 2. The new guard shall have a continuous top member at 42" high. There shall be (2) intermediate rails spaced evenly. 3. The continuous rail members shall be 1-1/2" diameter schedule 40 pipe. 4. There shall be vertical newel posts located approximately 6' on center; also constructed of 1-1/2" diameter schedule 40 pipe. Each newel post will be approximately 7'-6" long (42" above the roof and 48" below the roof). 5. Each newel post shall have 2"x2"x1/4" plates attached to each of the horizontal rail pieces. 6. The newel posts shall be face mounted to the existing brick exterior wall with (2) 4" long steel angles, 3/8" thick. Each angle shall be fastened to the brick using Hilti adhesive anchoring system intended for solid brick attachment. Construct similar trailing to the existing system. REPAIR WIDE FLANGE STEEL STRINGER �0 Buildings included: • Scott Gym (northern most stair along east side of building) The work shall consist of: 1. Wire brush, prime and paint steel along this I-beam including the base plate and at least 12" beyond the edge of the damaged area. 2. Install a 3/8" thick steel plate (confirm thickness of ex full height of the existing web. The new plate shall extend at least 6" above the damaged area and must continue to the existing base plate, which will require an angled end. 3. The new plate shall be field welded to the existing steel beam. 4. Prime and paint the new plate and welds as required. Page 8 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 REPLACE BOTTOM TREADIIIIIII�I I �III�rrN�l Buildings included: • Morrow Wilson Connector Y . The work shall consist of: 1. Remove damaged bottom tread and dispose. �� ` 2. Confirm angle bracket support angles on each end are sufficient to remain. 3. Entire structure will be re-painted as indicated above. 4. Install new tread in like kind in the same location. 5. Field weld to angle brackets as required. MODIFY WINDOW SCREENS &TIGHTEN TOE CAPS Buildings included: • Morrow Wilson Connector • Wilson Gardener Connector The work shall consist of: t Window screens 1. Remove existing screens. 2. Install new standard screens to fit the existing window. There are (3) windows with the approximate size of 31"w by 53"h. The new screens must not be b screwed in place; they must be easily operable. Toe caps 1. Determine correct fasteners to be used with existing toe cap system. _ 2. Install new fasteners in missing locations. ' A I� II IIII�IIII 3. Tighten all loose screws. �� 1 Page 7 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 s Eliminate gap within guard 1. Extend top and bottom 1-3/4" square tube rails to within 4" of vinyl siding or roof overhang. 2. Install short vertical balusters of 1/2" square steel to a maximum of 4" on center. 3. Install additional custom rails where necessary to receive the balusters. 4. Field weld all connections where necessary. Install plates over damaged channels 1. Sister new Y4" thick steel plates over damaged webs and flanges. This occurs in at least one obvious location. 2. Plate shall extend at least 4" beyond all damaged portions of steel. 3. Weld new plate in place with '/4" fillet welds as necessary. Confirm minimum thickness of existing steel before welding. REPAIR LAG ANCHOR, REMOVE VEGETATION & LEVEL GRADE Buildings included: • Capen Boiler " • Crew House (Remove vegetation only) " The work shall consist of: , Repair lag anchors 1. Remove existing lag fasteners and confirm embedment depth. 2. Select Hilti fastening system intended for solid brick attachment. 3. Install per manufacturer specifications. Remove vegetation & level grade 1. Remove overgrown vegetation at base of stairs. 2. Install 3' square, hard packed level landing surface at base of stairs using gravel. Page 6 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 3. The location of the new bracket shall be placed directly beneath the 2nd floor window. 4. The bracket shall be lagged into existing blocking within the exterior wall. The fastener must be weather proofed as required. 5. Install painted trim to match other connections. Repair brick base 1. Remove the brick from the base of the ladder system and clear any immediate debris. 2. Pour a 5" thick concrete pad approximately 24"x12" in size over 6" of gravel. REPLACE PLANK WALKWAY Buildings included: • 62 Kensington � The work shall consist of: 1. Carefully remove all existing decking and discard. 2. Install new pressure treated decking of similar size and secure similar to existing. Deck shape is a trapezium with a long side of approximately 16' and the short leg 9'-4". The width is 39". 3. Upon satisfactory drying time, paint new decking with the rest of the wood painting scope. REPAIR LEG & FOUNDATION FILL IN GUARD GAP & INSTALL PLATE Buildings included: • 69 Belmont The work shall consist of: # Replace pier _ 1. Install temporary shoring of existing intermediate landing at the 2nd floor level. 2. Remove the existing concrete pier foundation. 3. Force the existing damaged steel column laterally t back to its original plumb condition. 4. Install a 12" diameter concrete filled steel pipe bollard, with the base of the pier at least 48" below grade and the top of the pier to be placed approximately 1" below the base of the structural tube column above. 5. Install non-shrink grout between top of new pier and base of column's bearing plate. 6. Drill and epoxy anchors into new concrete pier. Page 5 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 4. Jack the structure back to its original condition or as level as practical. 5. Re-attach existing support posts. Install shims as deemed necessary. Replace damaged wood 1. Remove and replace damaged/rotted wood with like kind material. " ` Install foundation and correct lateral slope. ' 1. Excavate grade slightly at base of stair to provide flat landing. This should cause the base of the stairs to move freely. 2. Re-adjust stair as much as practical so they are level and square. 3. Install (2) techno metal posts, one at the base of each stringer. Connect to the existing stringers as required. 4. Install a double 2x pressure treated riser beam spanning between (2) new techno posts. 5. Install Simpson face mount hangers tying the existing stringers to the new riser beam. SECURE LAG ANCHORS Buildings included: • 54 Belmont The work shall consist of: 1. Secure all existing lag anchors along the ladder connecting the 2nd and 3rd floor. 2. Confirm adequate blocking within exterior wall to assure good connection. New lag bolts may be required if existing blocking is rotted or not available. 3. Provide water resistant protection at each repaired connection. ANCHOR TOP OF LADDER & REPAIR BRICK BASE Buildings included: • 62 Kensington The work shall consist of: Install bracket 1. Install steel bracket and fasten to existing building, similar to other brackets located along the ladder. _ 2. Bracket size should be 3/8" thick with an overall dimension of 11" long and 4" wide. Each leg for the lag fastener will be 2-3/4" long. a, Page 4 of 25 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 a. After completing finishing operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any. 3. Clean and prepare surfaces to be finished according to manufacturer's written instructions for each particular substrate condition and as specified. a. Remove dust, dirt, oil, and grease by washing with a detergent solution; rinse thoroughly with clean water and allow to dry. Remove grade stamps and pencil marks by sanding lightly. Remove loose wood fibers by brushing. b. Remove mildew by scrubbing with a commercial wash formulated for mildew removal and as recommended by stain manufacturer. 4. Exterior Wood Substrates: a. Scrape and clean knots, and apply coat of knot sealer before applying primer. b. Prime edges, ends, faces, undersides, and backsides of wood. c. Countersink steel nails, if used, and fill with putty or plastic wood filler tinted to final color. Sand smooth when dried. 5. Apply finishes according to manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual." a. Use applicators and techniques suited for finish and substrate indicated. b. Finish surfaces behind movable equipment and furniture same as similar exposed surfaces. c. Do not apply finishes over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates. 6. Apply finishes to produce surface films without cloudiness, holidays, lap marks, brush marks, runs, ropiness, or other surface imperfections. 7. After completing finish application, clean spattered surfaces. Remove spattered materials by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. 8. At completion of construction activities of other trades, touch up and restore damaged or defaced finished wood surfaces. REPAIR DAMAGED WOOD ALIGN STAIR INSTALL FOUNDATION & CORRECT LATERAL SLOPE Buildings included: 41 West The work shall consist of: Correct slope 1. Temporarily detach existing vertical support posts from existing stairs. 2. Provide temporary wood footing at grade to provide even surface for jacking stair structure. 3. Jacking shall be completed slowly to prevent negative impact on the existing structure. Page 3 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 3. All steel shall receive one coat of approved rust-inhibiting shop primer applied according to manufacturer's recommendations, with a minimum dry film thickness of 2 mils. Spread a thicker coat of primer over any structural weak points, such as joints and welds. Allow primer to dry. 4. All steel shall receive one finish coat of ALKYD enamel (color as selected by owner) with a minimum dry film thickness of 1.5 mils. Allow the paint to dry. REPAIR DECAYED STRINGERS & HANDRAIL Buildings included: `' • 32 Bedford .a G The work shall consist of: ; k 1. Sister new pressure treated stringers alongside all (3) existing stringers and properly attach. 2. Sister new pressure treated rim board alongside existing. 3. Install new pressure treated 4x4 knee brace from rear corner of existing landing back to existing house. Fasten and flash as required. ` 4. Install a second knee brace from the middle stringer back to the existing structure. 5. Remove the existing 2x8 at the base of the landing and install a piece of 3/4' pressure treated plywood to the underside of the landing framing. All fasteners must be ACQ approved for use with pressure treated lumber. PAINTING WOOD STRUCTURES Buildings included: 41 West 61 Paradise 62 Kensington The work shall consist of: 1. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates indicated. 2. Remove hardware, covers, plates, and similar items already in place that are removable. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and finishing. Page 2 of 25 May 21, 2014 Smith College Campus Fire Escape Repairs Paramount Project No. PPM37050 SMITH COLLEGE CAMPUS FIRE ESCAPE REPAIRS SCOPE OF WORK Below is a summary of the necessary scope of work as per the "Fire Escape Inspections" report, developed by edm services, Carlo Schneller, P.E., dated November 18th, 2013. Refer to "Specific Building Description" at the end of this document for an explanation of each structure and its individual components. COATING STRUCTURAL STEEL Buildings included (See end of this report for detailed description of each building and the components of each structure): • High Priority • 69 Belmont • 95 West • 115 Elm • Capen Boiler • Secondary Scope • 47 Belmont • 53 West • 54 Belmont • Crew House • Lamount House • Morgan Hall • Morrow Wilson Connector • Power House • Stoddard Hall • Tilley House The work shall consist of: 1. Remove all loose mill scale, loose rust, loose paint, and other loose detrimental foreign matter by power wire brushing, power sanding, power grinding, power tool chipping, and power tool de-scaling until all signs of damage are gone. Check any welding or joints with an especially critical eye and contact the engineer of record if any signs of failure are noticed. 2. Clean the existing steel using a pressure washer. Start at the top of the structure and work downwards. Dry the steel with clean rags afterwards. Preparation shall be completed in accordance with SSPC-SP3 (Power Tool Cleaning). Page 1 of 25 May 21, 2014 ;rte :1}s4 4k Smith College Campus— Fire Escape Repairs—Northampton, MA July 11, 2014 Structural (506) All dangerous conditions shall be eliminated. All new structural members are required to comply with code for new construction to the fullest extent practical. Repairs to damaged buildings shall comply with 506.2 based on the definition of substantial. The intent of the proposed work is to reinforce existing structural or safety concerns that may exist on the means of egress structures. These repairs are based on the engineer's report stating the structural deficiencies. For this reason, edm believes this section is compliant. Mechanical (508) Existing mechanical systems undergoing repairs shall not make the building less conforming than it was before the repair. Furthermore, all existing buildings must comply with 102.2.2.5 listed above. The proposed scope of work does not involve any mechanical system repairs and therefore, this section is not applicable. It is important to note that section 102.22 is the responsibility of the College. Conclusion In conclusion, it is the opinion of edm that these code requirements must be incorporated in the project scope of work and completed prior to the final signoff for the project. If you have any questions or need clarification regarding this matter, please contact our office. tH OF .BROW A. RlCHARO$p�l � Sincerely, Q CIVIL No.50814 edm 9 fI ONAI op Jeromy A. son O Senior Engineer/Project Manager 4 IN 04,00, Page 5 of 5 edm Smith College Campus—Fire Escape Repairs— Northampton, MA July 11, 2014 The proposed scope of work does not impact any of these code sections and therefore, is exempt. Existing Means of Egress, Unsafe Lighting and Ventilation (102.2.2) All existing buildings must comply with certain requirements pertaining to egress, light and ventilation to avoid hazardous situations. It is important to note that this evaluation has not been completed by edm and outside our scope of services. The College is responsible for compliance with this section. CHAPTER General (501) The proposed repair work shall not make the building less conforming than it was before the repair was undertaken. All proposed repair work is intended to make the structure more conforming and safer than their current condition. Therefore, it is the opinion of edm that this section will be compliant. Building Elements and Materials (502) Legally installed existing materials shall be permitted to remain assuming they do not cause the structure to be unsafe or dangerous. All new materials must meet the code for new construction to the fullest extent practical. All new work will meet the code for new construction to the fullest extent practical; otherwise, replacement of materials will be done in like kind. Fire Protection (503) Repairs shall be done in a manner that maintains the existing level of protection. There are no proposed fire protection repairs and therefore, this section is not applicable. Means of Egress (504) Repairs shall be done in a manner that maintains the existing level of protection. As indicated in section 502 above, it is the opinion of edm that this section will be compliant. It is important to note that section 102.2.2 is the responsibility of the College. Accessibility (505, 521 CMR) The construction cost for this repair project is estimated to be less than $100,000 per building and less than 30% of the full and fair cash value of each building. Section 3.3.1 only requires the propose work to comply with 521 CMR. The proposed scope or repair work does not require any compliance with this section. It is important to note that this evaluation does not evaluate "Work Performed Over Time"and is outside the scope or services of edm. Page 4 of 5 edm Smith College Campus— Fire Escape Repairs— Northampton, MA July 11, 2014 Findings As a result of the IEBC code review of applicable chapters, the following work is required for compliance and is specific to this scope of work. 1. New work must be performed to meet the code for new construction to the fullest extent practical. Below is a list of code sections applicable to this project and a short description of the relevance of each. CHAPTERI Construction Safeguards (101.6) All construction work must comply with Chapter 14. The general contractor is responsible for compliance with this section and is not within the scope of edm. Correction of Violations (101.8) Required upgrades by any other code or licensing rule are not required to conform to this code. This section is not applicable to this project. The compliance with IEBC is based on the repair work necessary for egress certifications and therefore, this narrative was generated to show compliance. Cumulative Effects of Proposed Work (101.9) The code requires that an evaluation of the structural elements and their connections be performed and shall consider the cumulative effects of alterations, additions or changes of occupancy since original construction. This section is not applicable to this project. Masonry Walls (101.10) For alterations to buildings with masonry walls, all masonry walls shall comply with the provisions of Appendix Al. The proposed scope of work is minimal and specifically exempt from this section. Fire Protection Systems (102.2.1) When existing buildings or portions thereof undergo additions or alterations, M.G.L. 148, 26G may apply with respect to sprinkler requirements. Other cases include carbon monoxide alarms per 527 CMR and IBC Chapter 9, sprinklers in existing nightclub use group buildings and existing multiple dwellings and lodging/boarding houses per M.G.L. 148, 26H and 261. For existing buildings that contain sprinklers, any change in commodity or storage arrangement requires an evaluation of the existing system. Go UN Page 3of5 edm Smith College Campus—Fire Escape Repairs— Northampton, MA July 11, 2014 Below is a campus map and building list indicating the locations of the buildings included in this review. s 1 _ t ; r S b 1 i v k' O9mC ' r fits 3 i:nllcgu r FORT 11131 41 West 95 West Wilson Gardener Connector 47 Belmont 115 Elm Power House 53 West Ca en Boiler Scott Gym 54 Belmont Crew House Stoddard Hall 61 Paradise Lamount House Tilley House 62 Kensington Morgan Hall 69 Belmont Morrow Wilson Connector Page 2 of 5 edm edm Smith College Campus— Fire Escape Repairs—Northampton, MA PPM-3705 July 11, 2014 code review: Below is the outline of an Existing Building Evaluation prepared for Smith College. This narrative is based on the scope of work necessary to repair (31) existing fire escapes on (19) separate buildings sporadically located throughout the campus. The repairs are required based on an engineer's means of egress certification, dated November 18th, 2013. The review is based on compliance with the 8th Edition of the Massachusetts State Building Code, the 2009 International existing Building Code and Massachusetts State front end amendments. The review assumes that there are no outstanding notices of violations or other orders from the building official concerning these buildings. This narrative utilizes the Work Area Method for compliance, specifically Repairs (402) described in Chapter 5 of the IEBC. The definition of Repairs is described as "the restoration to good or sound condition of any part of an existing building for the purpose of its maintenance."Below is an outline of the scope of work for this project, which seems to meet the Repair definition. Scope of Work The proposed repair work is detailed on the attached Scope of Work narrative. The following is a summary of the repair work. • The sanding, priming and painting of existing steel and wood egress structures. Replacement of damaged wood frame members, concrete piers, treads, etc. • Securing structural connections to existing buildings. 166 east street • Removing permanent screens along emergency escape windows. Installing railings along unsafe areas. pittsfield,ma 0 Installing panic hardware on locked gates. 0120' Construction Type & Use Groups (413)443-2374 The types of buildings vary in use groups and construction types. There are fax(413)443-6057 dormitories, multi-family residential, academic, administrative and other uses necessary to support the college. The construction type for these buildings vary www.edm-ae.com from strictly combustible wood framed structures (513) to all non-combustible framing with masonry/brick exterior walls (213 or better). The specific construction types and use groups for each building are not relevant for this repair project. Page 1 of 5 • REPLACE 3 TREADS &CARRIER ANGLES • NEW FASTENERS FOR TREAD REPLACEMENT POWER HOUSE • CARPENTRY TO INSTALL BLOCKING/HEADER OVER DOOR - MOUNT FOR RAILING • MISC. PAINT/TOUCH-UP ALLOWANCE: $300.00 • WASTE MANAGMENT AND HAULING • STEEL WORK: • FABRICATE & ERECT 2 ROOF EDGE RAILS 8FT AND 4FT LONG • POSTS TO BE ANGLED AROUND EXISTING CORNICE CONDITIONS • ANCHORS INTO BRICK TO BE HILTI EPDXY ANCHORD • MODIFICATIONS TO EXISTING LADDER NOT INCLUDED SCOTT GYM • FURNISH AND INSTALL CUSTOM 36" PANIC BAR WITHOUT KEY ENTRY • STEEL WORK: • PATCH BOTTOM OF CENTER STRINGER WITH WELDED PLATES • REINFORCE PLATFORM ALONG FACE OF BUILDING WITH NEW ANGLE • ADD NEW TUBE FRAME SUPPORT TO FRONT OF PLATFORM STODDARD HALL • INSTALL PANIC BAR HARDWARE ALONG EXISTING CHAIN LINK FENCE GATE • RAISE EXISTING 4" POSTS ON DOUBLE DRIVE AND INSTALL HEADER • GATE ON LEFT TO HAVE LOCKABLE DROP ROD AND LOCK ON TOP TO MAKE STATIONARY • GATE ON RIGHT TO HAVE PANIC BAR • MISC. PAINT/TOUCH-UP ALLOWANCE: $150.00 • WASTE MANAGMENT AND HAULING" SUBCONTRACTORS • STEEL. ENGINEERED BUILDING PRODUCTS, INC. (AISC CERTIFIED)QUOTE DATED 06.27.14 • PAINT. SILVER DESIGNS QUOTE DATED 06.30.14 • TECHNO METAL POSTS • BRODEUR CAMPBELL. QUOTE DATED 06.17.14 TOTAL PRICE:_ _ _ $78.547.00 ALTERNATE# 1: NEW STAIRS AT SCOTT GYM ADD $25,550.00 TO BASE PRICE • DEMOLITION AND DEBRIS REMOVAL OF EXISTING STRUCTURE AND CONCRETE PAD • MISC. MASONRY REPAIR ALLOWANCE: $500.00 • INSTALL CAULKING AROUND WINDOW AND MAKE WEATHER TIGHT • INSTALLATION OF(3) FOOTING TUBES AT BASE OF STAIRS-BELOW FROST • INSTALLATION OF NEW CONCRETE PAD AT BASE OF STRINGERS • MISC. ASPHALT REPAIR ALLOWANCE: $500.00 • SHOP DRAWINGS,FABRICATION, AND INSTALLATION OF NEW CODE COMPLIANT STAIRS • EXCAVATION OPERATOR/EQUIPMENT AND HAULING • CUT ASPHALT AND PATCH, WHERE REQUIRED • EXCAVATOR OPERATOR • MISC. PAINT/TOUCH-UP ALLOWANCE: $200.00 • WASTE MANAGMENT AND HAULING • EQUIPMENT RENTAL -AUGER FOR BOBCAT E45 • INSTALL (2)NEW 6"BOLLARDS - PRE FAB • STEEL WORK: • SHORE PLATFORM & REMOVE 2 COLUMNS TO UPPER PLATFORM • SHORE 3RD COLUMN ABD REMOVE LOWER SECTION • REPAIR TREADS, GRATING & PATCH HOLE • FURNISH ONLY NEW ANCHOR BOLTS • FURNISH AND ERECT 2 NEW COLUMNS AND 1 COLUMN EXTENSION • REPLACE 1 TREAD& REPAIR PLATFORM GRATING • EXTEND PLATFORM RAIL AT UPPER PLATFORM TO WALL OF STRUCTURE $10,250.00 95 WEST • NO CARPENTRY • PAINT- SEE SUBCONTRACTOR, PAINT 115 ELM • NO CARPENTRY • PAINT- SEE SUBCONTRACTOR, PAINT CAPEN BOILER • REMOVE EXISTING LAG FASTENERS AND CONFIRM EMBEDMENT DEPTH • SELECT HILTI FASTENING SYSTEM INTENDED FOR SOLID BRICK ATTACHMENT • INSTALL PER MANUFACTURER SPECIFICATIONS • REMOVE OVERGROWN VEGETATION AT BASE OF STAIRS • INTALL Y SQUARE, HARD PACKED LEVEL LANDING SURFACE AT BASE OF STAIRS USING GRAVEL • PAINT- SEE SUBCONTRACTOR PAINT • WASTE MANAGMENT AND HAULING CREW HOUSE • NO CARPENTRY • REMOVE VEGETATION • WASTE MANAGMENT AND HAULING MORROW WILSON CONNECTOR/WILSON GARDNER CONNECTOR • ENTIRE STRUCTURE WILL BE REPAINTED-SEE SUBCONTRACTOR PAINT • REMOVE EXISTING WINDOW SCREENS AND RETURN TO COLLEGE - SEE AMMENDMENT • DETERMINE CORRECT FASTENERS TO BE USED WITH EXISTING TOE CAP SYSTEM • INSTALL NEW FASTENERS IN MISSING LOCATIONS • TIGHTEN ALL LOOSE SCREWS • MISC. PAINT/TOUCH-UP ALLOWANCE: $150.00 • WASTE MANAGMENT AND HAULING • STEEL WORK: 41 WEST STREET • DETACH VERTICAL POSTS FROM CONCRETE FOOTINGS AND JACK STAIRS AS LEVEL AS POSSIBLE • INSTALL SHIMS BENEATH POSTS AND RE-FASTEN TO EXISTING POST ANCHORS" • INSTALL (1)NEW TECHNO METAL POST AND PT POST TO SUPPORT UPPER LANDING • REMOVE, AND DISPOSE OF, EXISTING STRINGERS AND TREADS • INSTALL (2)NEW TECHNO METAL POSTS AT BASE OF STAIRS • CONSTRUCT NEW PT STAIR ASSEBMLY (STRINGERS, RISERS, AND TREADS) -CODE COMPLIANT • REMOVE, AND DISPOSE OF, EXISTING RAILING AT DECK LOCATION • REMOVE, AND DISPOSE OF, EXISTING DECK PLANKS ON DECK • INSTALL NEW, CODE COMPLIANT RAILING ASSEMBLIES USING EXISTING POSTS • INSTALL NEW 5/4" X 6" PT DECK PLANKS • ALLOWANCE ($1000.00) PER ADDENDUM # 1 - ROT REPAIR • PAINT- SEE SUBCONTRACTOR • WASTE MANAGEMENT AND HAULING • TECHNO METAL POSTS - SUBCONTRACTOR 54 BELMONT • SECURE ALL EXISTING LAG ANCHORS ALONG THE LADDER CONNECTING 2"/3RD FLOORS • CONFIRM ADEQUATE BLOCKING WITHIN EXTERIOR WALL TO ASSURE GOOD CONNECTION • NEW LAG BOLTS MAY BE REQUIRED IF EXISTING BLOCKING IS ROTTED OR NOT POSSIBLE • PROVIDE WATER RESISTANT PROTECTION AT EACH REPAIRED CONNECTION • ALLOWANCE FOR WORK NOTED ABOVE: 8 MAN HOURS • LABOR. ALLOWANCE- SEE NOTE ABOVE" • MISC. PAINT/TOUCH-UP ALLOWANCE: $100.00 • STEEL WORK INCLUDES: • NEW BRACKET ON IST LADDER LEVER ANCHORED TO FOUNDATION • NEW CLIP ATTACHMENT ON 2ND LEVEL LADDER 62 KENSINGTON • INSTALL STEEL BRACKET AND FASTEN TO EXISTING BUILDING SIMILAR TO OTHER BRACKETS LOCATED ALONG THE LADDER-STEEL WORK: PENDING • BRACKET SIZE SHOULD BE 3/8 THICK WITH AN OVERALL DIMENSION OF 11 LONG AND WIDE. EACH LEG FOR THE LAG FASTENER WILL BE 2 3/4 LONG-STEEL WORK: PENDING • REMOVE BRICK FROM THE BASE OF LADDER SYSTEM AND CLEAR ANY IMMEDIATE DEBRIS • POUR A 5" THICK CONCRETE PAD APPROXIMATELY 24" X 12" OVER 6" GRAVEL • CAREFULLY REMOVE ALL EXISTING DECKING AND DISCARD • INSTALL NEW PRESSURE TREATED DECKING OF SIMILAR SIZE AND SECURE SIMILAR TO EXISTING. DECK SHAPE IS A TRAPEZIUM WITH A LONG SIDE OF APPROXIMATELY 16' AND THE SHORT LEG 9'4" . THE WIDTH IS 39" • MISC. PAINT/TOUCH-UP ALLOWANCE: $400.00 • WASTE MANAGMENT AND HAULING 69 BELMONT • REMOVE (3)EXISTING CONCRETE PIER FOUNDATIONS • INSTALL(3)CONCRETE FILLED 12"DIAMETER SONO TUBES WITH THE BASE OF THE PIER AT LEAST 48" BELOW GRADE&THE TOP OF THE PIER TO BE PLACED APPROX. V ABOVE GRADE • INSTALL NON-SHRINK GROUT BETWEEN TOP OF NEW PIER AND BASE OF COLUMNS, IF REQUIRED • POWER WASH PAD AND EXISTING CONCRETE FORMS TO REMOVE DEBRIS. PARGE WITH MORTAR KEITER BUILDERSCN PROPOSAL Revised June 27, 2013 CUSTOMER NAME: Smith College, Fire Escape Project ADDRESS: 16 Fairview Ave., Northampton, MA ESTIMATED START DATE: Summer,2014 ESTIMATED PROJECT RUN TIME: 6—8 Weeks FIRE ESCAPE REPAIR PROJECT 01 -GENERAL CONDITIONS • SEE EACH INDIVIDUAL PROJECT FOR WASTE MANAGMENT AND HAULING • TOILET-NOT INCLUDED- ASSUMED THAT FACILITIES ARE PRESENT FOR USE • BUILDING PERMIT(INCLUDING APPLICATION FEES) • SITE SET-UP AND BREAK-DOWN • LOGISTICS, PLANNING, ETC. • STAGING AND EQUIPMENT 01-A QUALIFICATIONS & CLARIFICATIONS • THIS PROPOSAL ASSUMES THAT NO LEAD PAINT IS PRESENT AT TIME OF CONTRUCTION. LEAD ABATEMENT IS NOT INCLUDED. • STEEL FABRICATION AND ERECTION BY AN AISC FIRM • SALES TAX IS NOT INCLUDED • CLEAR ACCESS TO WORK AREA IS ASSUMED 32 BEDFORD TERRACE • SISTER NEW PRESSURE TREATED STRINGERS ALONGSIDE ALL (3)EXISTING STRINGERS • SISTER NEW PRESSURE TREATED RIM BOARD ALONGSIDE EXISTING • INSTALL NEW PRESSURE TREATED 4 X 4 KNEE WALL BRACE FROM REAR CORNER OF EXISTING LANDING BACK TO EXISTING HOUSE. FASTEN AND FLASH AS REQUIRED • INSTALL SECOND KNEE BRACE FROM THE MIDDLE STRINGER BACK TO THE EXISTING STRUCTURE • REMOVE THE EXISTING 2 X 8 AT THE BASE OF THE LANDING AND INSTALL A PIECE OF 3/4" PRESSURE TREATED PLYWOOD TO THE UNDERSIDE OF THE LANDING FRAMING • MISC. PAINT/TOUCH-UP ALLOWANCE: $400.00. NOTE: PAINTING AFFECTED AREAS ONLY • WASTE MANAGMENT AND HAULING • NOTE: PRICING DOES NOT INCLUDE ANY ROT REPAIR OR CARPENTRY BEYOND THAT LISTED ABOVE City of Northarr pton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: SM MA a LUt � GA h M O-2_:Y FsuwS 'PE t~S The debris wi l be transported by: KE OL- e i:'�t tt 1�� t_ 1AIC The debris will be received by: v C C11 N Cry Building permit number: Name of Permit Applicant .SCL7 T- l"E-1-1 UL r Date ;signature of Permit Applicant The Commonwealth of Massachusetts i Department of Industrial Accidents Office of Investigations I Congress Street,Suite 100 Boston,MA 02114-2017 W www.mass.gov1dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Orgaaizatic.rVindividual):___ t T E U 1 L-D Address: A- IN -S T e F— C T City/State/Zip: lO A 64&6,2 Phone#: & 66, Are you an employer?Check the appropriate box: Type of project(required): I I am a employer with_ 4. 1 am a general contractor and 1 6. n New construction Y employees(full and/or part-time).* have hired the sub-contractors 2.E1 I am a sole proprietor cr partner- listed on the attached sheet. 7, E]Remodeling ship and have no emptcyces These sub-contractors have 8. E]Demolition working for me in any capacity, employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp.insurance.1 required.] 5. We are a corporation and its I O.n Electrical repairs or additions 3.❑ I am a homeowner doirg all work officers have exercised their I I.[]Plumbing repairs or additions myself. [No workers' c)mp right of exemption per MGL 12.❑Roof repairs insurance required,] t c. 152,§1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] I *Any applicant that checks box#1 mu;t also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this afficla-At indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employces. X the sub-contractors haves employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and jab site information. Insurance Company Name,._ V A,-'A/Q ( G, Policy#or Self-ins. Lic. 4: 2-e-5" 5 1 LZ 4,5-7 Z, 7 Expiration Date: (a Job Site Address:—s"K—Unmac C- T`615----city/statcizip: "(�RuMmPrtyv MA olc(,e Attach a copy of the workers"compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to S 1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o the DIA for insurance coverage verification. I do hereby ce ify under P,ins and penalties of perjury that the information provided above is true and correct. J(6 L SignaqLx&: I Date: 7 J Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Version 1.7 Commercial Building Permit May 15,2000 SECTION 10--STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No (F) j SECTION 11-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 'Peter Gagnon Smith College i. - - - - ---- �_ _ - --- -- as Owner of the subject property !Jeromy Richardson of Paramount Project Management j hereby authorize`- __ ____�_.�_ _____._�� ____ _ __to act on my n m 'tens relative to work authorized by this building permit application 0/14/2014 i Signature of rer — Date Jeromy Richardson of Paramount Project Management ` as OwnertAuthorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Signed under thepains and penalties Jeromy Richardson, PE,CB0 _ Print Name ,0711412014 Sign riAgent �1ate SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction§upervis fir: Not Applicable ❑ Name of License Holder:;Scott Kelter CS-102457, — ---- -- — — _— - --� —_w License Number -- 35 Main Street, Florence MA 0"062 .06 20/2016 Addres Expiration Date 1(413) 586-8600 Sign re _ Telephone I SE ION 13-WORKERS`COMPENSATION INSURANCE AFFIDAVIT(M.G.L,c.152,§25C(6)1 i Workers Compensation Insurance affidavit must be completed and submitted with this application failure to provide this affidavit will result in the denial of the isslance of the building permit - Signed Affidavit Attached Yes ` No Q Vmion 1.7 Cornmercial Building Pcuuk May 15.2008 SECTION 9-PROFESS1014AL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CIWR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Name(Registrant): N/A Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineor(s): Name Area of Responsibility i 166 East Street,Pittsfield, MA 0 1201 [LO8�4 Address Registration Number (413)443-2374�1 06/30/2014 Sign Telephone Expiration Date Name Area of Responsibility 1166 East Street,Pittsfield, MA 0'201 1 139745 Address Signature Telephone Expiration Date Area of Responsibility Registration Number Signature Telephone Expiration Date Na ;�ea of Responsibility Address RegIstration Number Signature Telephore Expiration Date Company Name:_ Responsible 4,.Charge of Construction-- �35��gin Street,Florence, MA 0](162 Telephone Version 1.7 Commercial Building Permit May 15,2000 8, NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: - L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW YES 0 IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES NO 0 IF YES, describe size, type and location: Varying shapes and sizes D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs 0 Additions ❑ Accessory Building❑ Exterior Alteration ❑✓ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑✓ Brief Description Perform miscellaneous fire escape repairs as per attached scope of work. Of Proposed Work: SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 26 ! ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 38 ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use 0 Specify: Includes residential, academic, offices, etc. p S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Varies Proposed Use Group: No Change Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(so 1st 1 St 2nd 2nd 3 3rd rd 4th 4th Total Area(so Total Proposed New Construction(so Total Height(ft) Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone❑ Municipal ❑ On site disposal system E) 4j, A.' 7 Version 1.7 Commercial Building Permit May 15,2000 a o�� Department use only City of Northampton Status of Permit: F�? ` Building Department Curb CuttDriveway Permit 212 Main Street Sewer/Septic Availability n� Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify AWEATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Smith College Campus Map Lot Unit 19 Separate Buildings at Various addresses Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Smith College 126 West Street,Northampton, MA Name(Print) Gq Current Mailing Address: (413) 585-2406 Signature Telephone 2.2 Authorized Agent: Paramount Project Management 166 East Street, Pittsfield, MA 01201 Name(Print) Current Mailing Address: (413) 443-2374 Signature *111�" 1`� Telephone SECTIONAAk MATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building $78,547.00 (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) �' 5. Fire Protection !!! 6. Total =(1 +2+3+4+5) Check Number This Section For Official Use Only Building Permit Number Date Issued Signature:G% �^ k'-�J Building Commissioner/inspector of Buildings Date File#BP-2015-0108 APPLICANT/CONTACT PERSON SCOTT KEITER ADDRESS/PHONE 51A HATFIELD ST NORTHAMPTON (413)320-9035 PROPERTY LOCATION 126 WEST ST MAP 38B PARCEL 008 001 ZONE SI(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: MISCELLANEOUS REPAIRS TO 19 SEPARATE BUILDINGS&VARIOUS ADDRESSES New Construction Non Structural interior renovations Addition to Existing, Accessory Structure Building Plans Included: Owner/Statement or License 102457 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFQ MATION PRESENTED: 11,,//Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 126 WEST ST BP-2015-0108 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38B-008 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: renovation BUILDING PERMIT Permit# BP-2015-0108 Project# JS-2015-000190 Est. Cost: $78547.00 Fee: $471.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: SCOTT KEITER 102457 Lot Size(sq ft.): 14461.92 Owner: SMITH COLLEGE OFFICE OF TREASURER Zoning: SI(100)/ Applicant: SCOTT KEITER AT. 126 WEST ST Applicant Address: Phone: Insurance: 5 1 A HATFIELD ST (413) 320-9035 WC H NORTHAMPTONMA01060 ISSUED ON.81512014 0:00:00 TO PERFORM THE FOLLOWING WORK.MISCELLANEOUS REPAIRS TO 19 SEPARATE BUILDINGS &VARIOUS ADDRESSES POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy si nature: FeeType• Date Paid: Amount: Building 8/5/2014 0:00:00 $471.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner Pi ^6 O +naoxs ZS Z mo "P souse 1 n QqP N v g �FRIEDM ZJ ¢ UsF COMPLE � B & �2 r 41 6ry' � °4e�'y� 4 SOD 'ss E`M TREET-RT.g ze a2 O 4 > 10 i- Q ry0'� BUILDNIGN G dt" ry ' evs m Rat y4 CAMPUS JOHN 49 69 0 1h y6 �� CENTER GREENEHALL 1 cu FOB O y 65 O � Ah MA PLANT /BE FINE J 0 ARTSLF J WR�GMIH CENTER 2 PARADISE POND W1 NEILSON 0 �T9'z a LIBRARY m €P a a is 59 NPII ' S,ES( 5 N E S MER g 51 f \ NpOSE � Yn n 1°31° V �� NgSPEES zs sass -1 \ °3dfi 33 MILL RIVER DAM /\ ' Qm o ANNA n0 m S PARKING � � O GARAGE m zT S < � S M€ T t 1 ('011 F G[. e G PSG 4•t �'4 P, 0 p 3 Ss; g �� CAMPUS MAP-2011 a° Academic ��e NOUSE bB 5] TENNIS Administrative e Residence ee 00 MDDDRja,GK&SENNS w.4 Rental-HPMG Rental-3 College lol-D3 fi� pNRVJNO�OS R 4_ GRp�A� \NESS 5(REEt '-, oe° FORT HILL CENTER FOR EARLY CHILDHOOD EDUCATION x 8 RIDING PADDOCK ''' p T O]e =0020 Q b Q OUTDOOR �tt/� RING U� 2 tiPS y 130 J� (1�