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The 2015 (IBC) International Building Codes may be necessary with the change of occupancy as adopted by the City of Southlake. Section 105 Permits: Any authorized agent who intents to alter, or change the occupancy of a building or structure. Note: Building is changing Tenant, not changing ALLOWED occupancy. Section 105.2 Work exempt from permit. Minor Repairs: Electrical repairs and maintenance, including electrical equipment to approved permanently install receptacles. The existing building is not in a flood plane. 111.3 Certificate of Occupancy: The building official is authorized to issue a temporary certificate of occupancy before the completion of the entire work covered by the permit, providing it can be occupied safely. The existing building is a Light-Frame construction, a type of construction, where structural framing primarily repetitive wood or cold formed steel framing members. Chapter 3: Use and Occupancy Classification: Business (304) Group B. Business occupancies shall include: Training and skill development not in a school or academic program (this shall include,but not be limited to, tutoring centers, martial arts studios, gymnastics and similar use regardless of the age served, and where not classified as a Group A occupancy.) Chapter 5: General Building Heights and Area: Height, Building: The vertical distance from grade plane to the average height of the highest roof surface. Table 504.3: Group B,Sprinkled: Type II A,Height Allowed =75 ft. @ 150000 sf/level,Stories 5 Type VA,Height Allowed= 70 ft @ 72000 sf/level,Stories 3 Table 504.3:Group B,Nonsprinkled:Type VB,Height Allowed=40 ft @ 9000 sf/level,Stories 2 504.2 Automatic sprinkler system increase. Height Increase = +20' Story increase.Add one floor/level Existing Building Type for 1215 Brumlow Ave. 1 This Building. For this Building Group B, Nonsprinkled: TypeVB, HeightAllowed 70', 9000sf/lstory 506.2.1 Single-occupancy, one-story buildings. Area increase allowed;Aa =At+(NS x If) Not Used: Allowable area: Aa Tabular Allowable: Table 506.2 Tabular non-sprinklered, Table 506.2 NS (non-sprinklered) Area factor due to frontage, If Table 508.4 Required Separation of Occupancy (hours) GROUP B no separation required Table 509 Incidental Uses. No separation required 510.8 Group B with Group 2 (Parking Garage) : N/A No parking garage. Chapter 6. Types of Construction Table 601 Fire-Resistance Rating requirements for building elements (in hours) Primary Frame Type V B = 0 hours Bearing Walls: Type VB = 0 hours Exterior: Type VB = 0 hours Interior: Type VB = 0 hours Nonbearing walls and partitions: Table 602 Non bearing Interior: Type VB = 0 hours Floor Construction: Type VB = 0 hours Roof construction: Type VB = 0 hours Table 602 Fire-Resistance Rating requirements for Exterior walls based on fire separation distance: Occupancy Group B: >/= 30' = 0 hour (This Building Plan) to (This Site Plan)to the Property Line are all greater than 30'-0". 602.5 Type V Construction; is that type of construction in which the structural elements, exterior walls and interior walls are of any materials permitted by this code. (Definition.) 703.3 and 703.4 Methods for determining fire resistance and Automatic fire sprinkler system. 705.2.2 Type V construction shall be of any approved materials. 705.8 Maximum area of exterior wall openings based on fire separation distance and degree of opening protection: 30' or greater; Unprotected nonsprinklered, sprinklered, or protected = No Limit 2 Table 707.3.10 Fire-Resistance rating requirements for fire barrier assemblies or horizontal assemblies between fire area. = N/A Table 716.3 Marking Fire- glazing assemblies: = N/A Chapter 8 Interior Finishes 803.1.1 Interior wall and ceiling finish materials. Interior wall and ceilings finish materials shall be classified with ASTM 84 or UL 723. Grouped in Class Indexes: Class A: = Flame spread index 0-25; smoke-develop index 0-450. Class B: = Flame spread index 26-75; smoke-develop index 0-450. Class C: = Flame spread index 76 - 200; smoke-develop index 0-450. 803.5 Foam plastics shall not be used as interior finish except as provided in Section 2603.9 in conjunction with a textile or vinyl facing or cover. 803.5 Textile wall coverings. 803.6 Textile ceiling coverings. Table 803.11 Group B = sprinklered: No interior items: N/A Chapter 9 Fire Protection Systems 901.2 Fire Protection Systems shall be installed, repaired, operated and maintained in accordance with this code and the International Fire Code. 901.4 Threads, and tested in accordance with the requirements of this code and the International Fire Code. 901.6.2 Automatic sprinkler systems shall be monitored by an approved supervising station. Exceptions: Limited area systems serving fewer than 20 sprinklers. Section 906 Portable Fire Extinguishers. 906.1 Where Required. In all of the following locations: 1. In Group B. 906.8 Cabinets used to house portable fire extinguishers shall not be locked. 906.9.1 Extinguishers weighing 40# or less; shall be installed so that their tops are not more than 5 feet above the floor. 907.1.2 Fire alarm shop drawings; shall be submitted for review and approval prior to system installation. 907.1.3 Equipment: systems and components shall be listed and approved for the purpose for which they are installed; not fewer than one manual fire alarm box in an approved location to initiate a fire alarm signal. 907.2.2 Group B.A manual fire alarm shall be installed in Group B occupancies. Exception: Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system, per Section 903.1.1. 3 Chapter 10 Means of Egress Section 1001 .2 Minimum requirements; shall be unlawful to reduce the number of exits, or the minimum width to less than this code. Section 1003 Means of Egress: Section 1003 through 1015 shall apply to all three elements of the mans of egress system. Section 1003.2 Ceiling height: 1003.3 Protruding objects. 1003.3.1 Headroom 1003.3.2 Post-mounted objects. 1003.3.3 Horizontal projections: Object with leading edges more than 27"and not more than 80"above the floor shall not project horizontally more than 4"into the circulation path. 1003.4 Floor surface shall have slip-resistant surface and securely attached. 1003.5 Elevation change: of less than 12 inches exist in the means of egress, sloped surfaces shall be used. Where levels are less than 6"the ramp shall be equipped with either handrails or floor contrasting finish. 1003.7 Means of egress shall be continuity in width and not be interrupted with building elements. Section 1004 Occupant Load Table 1004: Function of Space: Business Area Occupant Load Factor 100 gross sq.ft. each. Lobby: 14'x30 = Shop and other Vocational (teaching) at 50 net sq.ft. 450 divided by 50 =9 Occupant Area. Maybe used as Exercise Room at 50 gross = 9 Occupant Area. Total Occupancy Calculated = 22 to 24. Actual Occupancy: Building Group B Business training tutoring: Baseball pitching/batting 250/ Occupant. Equipment designated area: 450 sq.ft. each for 2 persons x 6 batting nets plus 1 instructor= 13 persons. Recalculated: Building Group B Business training Building: 6000 sq.ft. each divided by 13 = 461 sq.ft. each. Confirms 460 sq. ft. each. 1004.4 Fixed seating: NO fixed seating. 1006.2.1 Spaces with one Exit: N/A Occupancy Group B maximum occupant load of space = 49 Maximum Common Path of Egress Travel Distance (feet): 4 Without sprinkler system; Occupant load = 100' for under or equal to 30 occupants Without sprinkler system; Occupant load = 75' for greater than 30 occupants With sprinkler system; Occupant load = 100' for greater than 30 occupants 1006.2.1.1 Three or more exits or exit access doorways (This Building) 501 to 1,000 persons. N/A EXIT width: 3 exits x 36" = 108" exit width. 1010.1.2.1. Direction of Swing, pivot or side-hinged serving occupant load of 50 or more. N/A (This building occupant load is 24 max.) 1010.1.3 Door opening force; shall not exceed 5 pound (22 N "newtons"). 1010.1.6 Landings at doors; doors shall maintain egress width, door in full open position shall swing over landings. Level landings constitute 1:50 or 2%maximum. 1010.1.7 Thresholds; shall not be 3/4"above the finish floor. ( 1/z"per TAS) with 1/" beveled edges at 1:1 for 1/". 1010.1.9.3 Locks and latches; Group B,the main door may be equipped with key- operated locking devices from the egress side provide: the locking device is readily distinguishable as locked, a sign is posted that, THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED, in 1"high letters, on contrasting background. 1010.1.9.4 Bolt locks; in Group B, manually operated edge, or surface mounted bolts are permitted on the inactive leaf. 1010.1.9.9,10,11. Electronic Locks. N/A (This building will have No electronic locks.) SECTION 1012 Ramps Curb ramps shall comply with ICC A117.1 1012.2 Slope; maximum slope shall not exceed 1:12 (8-percent slope). 1012.6 Landings; ramps shall have landings at the bottom and top of each ramp, points of turning. Entrances, exits, 1012.6.1 Slope; landings shall have slope not steeper than 1:48, (1:50 TAS), in any direction. 1012.6.2,3 Width and Length; the landing width shall match the width of egress, length shall be 60"minimum, at changes in direction landing shall be 60"x60" (TAS) SECTION 1013 EXIT SIGNS; existing exits signs on two of three exits. SECTION 1022 EXITS; 1022.2.2.2 Arrangements; exterior exit doors shall lead directly to the exit discharge or the public way. SECTION 1029 ASSEMBLY 1029.4 Foyer and lobbies. In Group A-1,where persons are admitted to the building at times when seats are not available, such persons shall be allow to wait in a lobby, or similar space, that such space does not encroach upon the minimum width or required capacity of the means of egress. (This building"Group B, Business - Office"has a defined space for this activity, but it functions as a drop-off parent space, or tutor lobby open 5 7 gathering for coaching, while the space is open, and protected from the other batting nets.) CHAPTER 11 ACCESSIBILITY SECTION 1101 General 1101.1 Scope; the provisions of this chapter shall control the design and construction of facilities for accessibility for individuals with disabilities. SECTION 1103 Scoping Requirements 1103.1 Where required; on sites, buildings, structures, facilities, elements of spaces, temporary or permanent, shall be accessible to individual with disabilities. 1103.2 General exceptions, 1103.2.2 through 1103.2.14. SECTION 1104 ACCESSIBLE ROUTE 1104.1 Site arrival points, one accessible route to public transportation. N/A Exception: Type B units; multifamily R1,2,3. 1104.3.1 Employee work area; item 2; common use circulation paths, located within employee work areas,that are an integral component of equipment, shall not be required to be accessible route. (Batting Nets for C3 Futures MAY be defined as component of equipment.) SECTION 1105 ACCESSIBLE ENTRANCES 1105.1 Public entrances; in addition to accessible entrances required by Section 1105.1.1. Through 1105.1.7, at least 60 percent of all public entrances shall be accessible. TABLE 1106.1 ACCESSIBLE PARKING SPACES. Total parking spaces provided in parking facilities, 1 to 25, requires minimum number of accessible spaces = 1. 1106.6 Location; accessible parking spaces shall be located on the shortest accessible route of travel from adjacent parking to an accessible entrance. SECTION 1111 SIGNAGE 1111.1 Signs; required accessible elements shall be identified by the International Symbol of Accessibility at the following locations. 1.At accessible parking spaces required by 1106.1 1111.2 Directional Signage; at accessible elements locations, 1.At inaccessible building entrances, for redirection. 2. Toilets. By gender if required. 3. Office doors. CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL 1203.1 General 6 8 Buildings shall be provided with natural ventilation in accordance with Section 1203.4, or mechanical ventilation in accordance with the International Mechanical Code. TABLE 1203.3 Insulation R-Value or Air-impermeable insulation 1203.5.2.1 Bathrooms; shall be mechanically ventilated in accordance with the International Mechanical Code. SECTION 1204 TEMPERATURE CONTROL 1204.1 Equipment and Systems. Interior spaces intended for human occupancy shall be provided with active or passive space heating systems capable of maintaining and indoor temperature of not less than 68 degree F. (20o C) at a point 3 feet above the floor on the design heating day. Exceptions: Space heating systems are not required for: 1. Interior spaces when the primary purpose of the space is not associated with human comfort. (Group B, Office,tutoring, Baseball training, MAY not be associated with human comfort. 2. (Existing Building has gas fuel, fan forced, heaters, for heating day.) SECTION 1205 LIGHTING 1205.1 GENERAL; every space intended for human occupancy shall be provided with natural by means of exterior glazed openings in accordance with Section 1205.2 or shall be provided with artificial light in accordance with Section 1205.3. Exterior glazed openings shall open directly onto public way or onto a yard or court in accordance with Section 1206. 1205.2 Natural Light; shall be not less than 8% of the floor area of the room served. 1205.2.2 Exterior Openings; required by Section 1205.2 for natural light shall open directly onto a public way,yard, or court, as set forth in Section 1206. SECTION 1206 YARDS AND COURTS 1206.1 General; this section shall apply to yards and courts adjacent to exterior openings that provide natural light and ventilation. Such yards and courts shall be on the same lot as the building. 1206.2 Yards; shall be not less than 3 feet in width for buildings two stories or less above grade plane. 1206.3 Courts; shall not be less than 3 feet in width. Courts shall be not less than 10 feet in length unless bounded on one end by a public way or yard. Definition: Court is an open, uncovered space, unobstructed to the sky, bounded on three or more sides by exterior building walls or other enclosing devices. Definition: Yard is an open space, other than a court, unobstructed from the ground to the sky, except where specifically provided by this code, on which a building is situated. 7 9 [This Building, C3 Futures; the 4 OHD `overhead doors"by function are defined as mobile walls, open vents, open walls to the outdoor Court, or Yard or Courtyard. These Vents offer light and ventilation). The Section 1204 Temperature Control are currently managed with forced air space heater, and 48"x48"wall ventilation fans.) CHAPTER 13 SECTION 1301 GENERAL 1301.1 Scope; governs the design and construction of building for energy efficiency. 1301.2 Criteria; Building shall be designed and constructed in accordance with the International Energy Conservation Code. CHAPTER 14 EXTERIOR MATERIALS SECTION 1401 GENERAL 1401.1 Scope; establishes the minimum requirement for exterior walls., exterior wall coverings, exterior wall openings; exterior windows, and doors, architectural trim, balconies and similar projections, and bay or oriel windows. SECTION 1402 Definitions Metal Composite Materials MCM Metal Composite Materials MCM Systems 1.Accepted exterior wall materials allowed by this code. Type VB Exceptions: A weather-resistant exterior wall envelope shall not be required over concrete or masonry walls designed in accordance with Chapters 19 through 21, respectively. 1403.3 Structural; to resist safely the superimposed loads required by Chapter 16. 1403.4 Fire resistance; as required by this code with opening protection required by Chapter 7. 8 10 LL' LIMITED ASBESTOS SURVEY Conducted at. 1215 BRUMLOW AVENUE SOUTHLAKE, TEXAS 76092 November 4, 2016 Precision Project No. 16-1784 Prepared for: HARRIET LANE Prepared By. PRECISIC) N ENVIRC7NMIENTAL SERVICES Management Planner Agency DSHS License No. 20-0194 Reviewed By: Performed By: Thoma ' Jankowiak Brian acobs DSHS License No. 20-5610 DSHS License No. 60-2877 11 V TABLE OF CONTENTS LIMITED ASBESTOS SURVEY 1215 BRUMLOW AVENUE SOUTHLAKE, TEXAS 76092 PAGE 1.0 INTRODUCTION 1 2.0 SURVEY SUMMARY 1 3.0 ASBESTOS SAMPLE COLLECTION PROCEDURES 1 4.0 LABORATORY ANALYSIS METHOD 1 5.0 ANALYTICAL RESULTS 2 6.0 CONCLUSIONS AND RECOMMENDATIONS 2 7.0 LIMITATIONS 2 LIST OF APPENDICES APPENDIX A PHOTOGRAPHS APPENDIX B CERTIFICATIONS 12 LIMITED ASBESTOS SURVEY 1215 BRUMLOW AVENUE SOUTHLAKE, TEXAS 78092 1.0 INTRODUCTION Precision Environmental Services (Precision) was retained by Harriet Lane to conduct a limited asbestos survey of 1215 Brumlow Avenue in Southlake, Texas. Precision's Scope of Work included: a. Visually inspect and identify suspect asbestos containing material (ACM) and collect a representative number of samples for analysis. The inspected areas were based on future renovations, demolition or to meet requirements b. Estimate approximate quantities and general locations of ACM; and C. Assess the condition of any ACM identified. 2.0 SURVEY SUMMARY On November 4, 2016, A Department of State Health Services-licensed Asbestos Inspector conducted a limited asbestos survey of 1215 Brumlow Avenue in Southlake, Texas. Precision performed a visual assessment of the area for suspected ACM that could be disturbed based on future activities and collected no bulk samples for laboratory analysis. No suspect material will be disturbed by future activities. 3.0 ASBESTOS SAMPLE COLLECTION PROCEDURES The sampling protocol focuses on suspected ACM identified during Precision's visual assessment. However, since no suspect ACM will be disturb there was no materials sampled. The space was visually assessed to determine the presence, location, and condition of suspected ACM. No suspected ACM was identified or sampled during the survey 4.0 LABORATORY ANALYSIS METHOD Moody Labs, Inc. of Farmers Branch, Texas, a NVLAP certified and Department of State Health Services-Licensed laboratory, analyzed the samples for asbestos content. No samples were collected for laboratory analysis. The samples were analyzed using Polarized Light Microscopy (PLM), in conjunction with dispersion staining techniques as outlined in EPA AHERA Method 40 CFR, Chapter 1, Part 763, Subpart F, Appendix A. The bulk asbestos laboratory analysis report provided the percentage of asbestos, asbestos type and identification of other non-asbestos fibers and associated percentages. No samples where taken. 13 1215 Brumlow Avenue November 4,2016 5outhlake,TX 76092 page 2 5.0 ANALYTICAL RESULTS Federal and Texas state regulatory agencies define asbestos-containing materials as materials containing greater than 1% asbestos by weight. ACM is divided into the, following two categories: 1. Friable-material that contains asbestos which can be crumbled, pulverized, or reduced to powder by hand pressure when dry; and 2. Non-friable material that contains asbestos in which the fibers have been locked in by a bonding agent, coating, binder, cementitious or other material so that the asbestos is well bound. 6.0 CONCLUSIONS AND RECOMMENDATIONS Precision was retained by Harriet Lane to conduct a limited asbestos survey of 1215 6rumlow Avenue in Southlake, Texas. Precision performed a visual assessment of the area for suspected ACM. NO suspect material was found where the future building activities will take place. Any future renovation or demolition activities should only take place where the inspector observed no suspect materials. The building was observed to be metal sheeting roof with a concrete floor. Regardless of the thoroughness of this survey, it is possible that suspected asbestos- containing materials were not observed at the time of the survey. If, during renovation or demolition activities, materials not addressed in this survey are discovered, the materials should be sampled and analyzed for asbestos content prior to disturbance. Federal and Texas State regulatory agencies require asbestos-containing materials to be removed prior to activities that may disturb those materials. 7.0. LIMITATIONS OF INVESTIGATION This report has been prepared for the use by Harriet Lane and his agents. Our investigation was performed using the degree of care and skill ordinarily exercised under similar circumstances by professional consultants practicing in this or similar localities. No other warranty or guarantee, expressed or implied, is made as to the conclusions included in this report. 14 APPENDIX A PHOTOGRAPHS S i t ani 4 4 = � �•� �� • y M1M1 E I. � - ry o3-1 NOS I Y E� b sem ^ IDZs ate.... PON— i' f ,:y^ but i p> L,-1 dAm'A%e�M p��= ,.any iY'+'... � S � �ry v\', '� l °•� �'-' ,`�. ./d�� _ _� � r:: `! .. x LN. fJG C few.�.�- �'�.,,. �.,.` 1 J i 1 � APPENDIX B CERTIFICATIONS 19 } tt C6.�. cl o 0 0 0 Lu 20 a 4 W W a �I cn © T m 4-p i U y co c - $ U b li o ± a �. XC (D C � � cV N 4 aE ° to rz c o E m2 ai o ymm) a C � lB C US CL ;E 6 0 m F- N ov =r CL CL c W IDD OC 00 W °' > H L C o 0 0L ww � o . ro - 2LO .W N � C7 r ou s N Ltd r. i "G A � 00 ti0- ,fAin 6. O U a f Co — f O r 42 w •`� O Q p...� V O ,� 0 w WL ^-`�`����_'� � � 1'• .H 11"'.11 M^'t C2 w ii.l Ono w � p Q � 00CD kn0 p N � N H o 22 Site Photos View northeast to site from Brumlow Avenue Pon- View east from Brumlow Avenue qp ^r r } r �L ..: d �_T ,A�dATdalY E�31� t� .'1,W,�t�-. f{ -- ^5..•mss,3r+ ..,y .- 1 I