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Item 6 -PlansSheet No. Scale PER TITILE Sht-1 2 of Sh e e t T i t l e Pr o j e c t T i t l e CO V E R P A G E RE N D E R I N G A N D N O T E S PH O T O S NE W H O M E F O R C 3 F U T U R E S BA S E B A L L T R A I N I N G A C A D E M Y , L L C 12 1 4 B R U M L O W A V E N U E SO U T H L A K E , T E X A S 7 0 6 9 2 Co n s u l t a n t De s i g n F i r m C3 F U T U R E S - B R I A N C A P P S 15 8 2 F L A M I N G O C I R C L E SO U T H L A K E , T X 7 0 6 9 2 AD I - A R C H I T E C T U R A L D E S I G N S , I N C . 52 1 I N D I A N C R E E K D R I V E TR O P H Y C L U B , T E X A S 7 6 2 6 2 DA V I D B O N N E R , A R C H I T E C T De s i g n e d B y Dr a w n B y Ch e c k e d B y Re v i e w e d B y Su b m i t t e d B y Pr o j e c t M a n a g e r Da t e Re v i s i o n Pr o j e c t I D Dr a w i n g C o d e CA D F i l e N a m e Pl o t D a t e DA V I D B O N N E R DA V I D B O N N E R DA V I D B O N N E R BR I A N C A P P S DA V I D B O N N E R BR I A N C A P P S 11 / 0 4 / 2 0 1 6 Re v i s i o n 12 1 5 B R U N L O W .V W X Dr a w i n g C o d e 12 1 5 B R U N L O W .V W X 00 / 0 0 / 0 0 No . D a t e Is s u e N o t e s IS S U E D F O R F O R M A L C I T Y A N D BU I L D I N G R E V I E W 1 11 / 3 / 1 6 No . D a t e Re v i s i o n N o t e s Ap p r Zo n e 2802 7 .57 sq ft LOT 1, J.N . GIB S O N NO . 591 ADD I T I O N 1215 BRU M L O W AVE 145 .23 ft N 0°00'00" E 193 .00 ft N 89 ° 2 0 ' 4 7 " E 145 .23 ft S 0°00'00" E 193 .00 ft S 89°2 0 ' 4 7 " W 43'-1 " 7 3/4" 100'- 0 " 48'-4 1/2" 60'-0" 59'-10" 25'-0" 60'-0" 7 3/4" 100'- 0 " 30'-9 1/2" 12'-0" 14'-1 5/8" 12'-0" 31'-0" 22'-0 1/2" 14'-0" 23'-11 3/8" 11 7/8" 22'-1 1/2" 13'-11 7/8" 22'-1 5/8" 10 3/8" BUIL D I N G GRO S S ARE A 100 332'8 .023 " 5983 .95 sq ft Build i n g Exte r i o r Face : Perim e t e r : Existin g DRIN K I N G FOUN T A I N 2802 7 .57 sq ft LOT 1, J.N . GIB S O N NO . 591 ADD I T I O N 1215 BRU M L O W AVE 145 .23 ft N 0°00'00" E 193 .00 ft N 89 ° 2 0 ' 4 7 " E 145 .23 ft S 0°00'00" E 193 .00 ft S 89°2 0 ' 4 7 " W Electr i c a l Powe r & Light Cente r PITC H E R BATT E R PITC H E R BATT E R PITC H E R BATT E R PITC H E R BATT E R PITC H E R BATT E R BATT E R PITC H E R 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 1314 15 16 17 18 19 20 21 25 Existin g SERV I C E SINK 5'X5' clear 5'X5' clear 5'X5' clear 5'X5' clear 5'X5' clear 5'X5' clear 5'X5' clear 5'X5' clear 5'X5' clear 5'X5' clear 5'dia . 30"x4 8 " 5'X5' clear 5'X5' clear 5'X5' clear 5'X5' clear 5'dia . 30"x4 8 " Handi c a p Toilet 2012 TAS Comp l i a n t 5'dia . 30"x4 8 " 5'dia . 36"x 60" 36"x 60" T - Turn 5'dia . FIRE LANE NO PARKI N G FIRE LANE NO PARKI N G FI R E LANE N O PA R K I N G FIRE LANE NO PARKI N G F I R E L A N E N O P A R K I N G F I R E L A N E N O P A R K I N G F I R E L A N E N O P A R K I N G F I R E L A N E N O P A R K I N G F I R E L A N E N O P A R K I N G FIRE LAN E NO PAR K I N G F I R E L A N E N O P A R K I N G FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING C I R C L E O F F A M E C L I E N T D R O P - O F F - P I C K - U P P a i n t e d w h i t e circl e R 34'-4 7/8" R 58'-4 1/4" R 30'-9 1/8" R 42'-1 5/8" R 42'-1 5/8" R 54'-1 0 " R 46'-7 5/8" 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 SITE PLAN - 1215 BRUMLOW AVE. Scale: 1/16" = 1'-0"2 2 2 11 13 10 4 5 6 1 7 9 12 12 3 8 8 0 20 40 60 FT 1215 BRUMLOW AVE. EXISTING SE VIEW1 1215 BRUMLOW AVE. EXISTING SW VIEW3 Notes 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 6”RED firelane stripe and NO Parking 4” WHITE letters. Add 6”thk. reinforced concrete #4@12”o.c.e.w. Asphalt Street Edge Concrete wheel stop Dedicated 5’wide walkway at building edge. Drop-off area. Existing 8’ wood and steel fence. Existing power pole Fire Hose connection point for paved surface. HC painted Logo on concrete paving Hose connection point, end of firelane (150’) backup lane into site. Landscape sideyard - grass New HC accessible route to HC Van accessible parking CITY OF SOUTHLAKE PLANNING & ZONING CASE# ZA16-085 SITE PLAN - 1215 BRUMLOW AVE. Scale: 1/16" = 1'-0"4 2 2 11 13 10 4 5 6 1 7 9 12 12 3 8 8 0 20 40 60 FT CODE SEARCH - EVALUATION - City of Southlake - Commercial Permit Submittal Name: C3 Futures Baseball Training Academy, LLC Existing Building Address: 1215 Brumlow Ave, Southlake, Texas 70692 Building Owner: Harriett Lane - Lane Haven, LLC Tenant: Brian Capps - C3 Futures Address: 1960 Fox Hollow Circle, Southlake, Texas 70692 1582 Flamingo Circle, Southlake, Texas 70692 ph: (210) d241-4300 hblane@earthlink.net ph: (817) 480-5062 bcapps@futuresbaseball.com Applicable Codes and Ordinances: 2015 International Building Code: and City Ordinances 2015 Internation Energy Code and City Ordinances 2015 International Mechanical Code: and City Ordinances 2015 International Electrical Code: and City Ordinances 2015 International Plumbing Code: and City Ordinances 2012 Texas Accessibility Standards: (TAS) THIS SUBMITTAL IS A REQUEST FOR A CHANGE IN OCCUPANCY - GROUP B : BUSINESS - OFFICE Existing Zoning shall remain unchanged: Existing Light Industrial (I-1) Allowed Zoning: Office (O-1) is allowed in Light Industrial (I-1) Occupancy Group: B; Business; with less than 50 Occupants; Adopted Amendments, Exhibit B. Architect or Engineered required for Commercial Buildings Construction, Remodeled, Renovation. Allowed assigned Occupancy IBC 2015, Group B, by Use. One Tenant, one story, one interior environment. Building Use: Tutoring outside of schools: Batting/pitching: usable area defined by Nets: 14' x 40' Occupant prescribed: 2 persons per netted batting area - Functions 1 - Pitching; Function 2 - Batting. Additional Occupant prescribed 1Tutor/Instructor and 1 Visitor: Assigned Office Supervisor Tutor to develop skills. Additional Visitor/Parents/ Drop-Off Lobby Area A: 7 Visitors; Parent's Lobby Area B: 4 Parents/Guardian. Type of Construction: Type V-B modified 2015 IFC with and Automatic Sprinkler System 2015 IFC. Non-Combustable construction and structural building materials. Building Description: One Story Brick and Metal Engineer Building Envelope System. Insulated: 2"RVB BUILDING CODE ANALYSIS: This Building will fall under the 2015 International Building Code and Southlake Ordinances. Changes in Occupancy, No Change in Zoning; Occupant Load 25. Existing Conditioned Space Section 1204, Human Occupancy for Interior Space indoor temperature at 68o F. at 3' aff design heating day. If HVAC mechanical cooling is it will be installed at 2015 International Code Standards. Existing Lighting and Power shall remodel to 2015 International Electrical Code. Existing Plumbing shall require a Service Sink Per 2015 International Plumbing Code. Existing Mechanical does not require upgrade by Code, but if updated air conditions is installed will requires the 2015 IMC and Enable the 2015 International Energy Code. Provide indoor heater temperature Contols. All existing equipment should be tested by a Third-Party Consultant. Existing EXIT, distance to exits, circulation routes shall be reviewed and aisles marked. All distances shall meet the 2015 International Building Code requirements of egress. Table and Chairs Furnishing shall be assigned Functions within each area, and number of Occupants. Per the International Building Code. Owner or Tenant understands that: 1. Tenant shall attach a Declaration of Use, clearly defining the day to day use, and building use. 2. Owner shall be responsible for meeting all remodel upgrades, required by the City Ordianaces specific to this building. 3. If building occupancy changes, functional use changes, future system upgrades, future heating or cooling, changes in occupant load, or any modification in the building functions, are made; then a professional architect, and/or engineer will be commissioned to submit plans, to represent the changes, and meeting the latest IBC Code adopted and approved by the City's Building Code Council Edition. AGREE and UNDERSTOOD:_______________________________date_____________________. Tenant shall attach a Declaration of Use, clearly defining the day to day use, and building use. Owner shall be responsible for meeting all remodel upgrades, required by the City Ordianaces specific to this building. PROPERTY DESCRIPTION Property Description ( Is Platted): Legal Description: (Lot 1, J.N. Gibson No. 591 Addition, Cabinet A, Slide 861, P.R.T.C.T.) approximately 2,028 sq. ft., = 0.64 Acres. Building Area: 6000 sq. ft.; Heated, 2 Gas forced air heaters; per 1015 IBC Section 1204 Temperature Control. Paved Parking, 15,221 sq. ft., 18 Parking spaces proposed Fence 8'-0" at property line, behind building front. Firelanes 150' into property on paved area, meeting fire hose lay to perimeter of building provided. Other Ordinances: Tree Protection Permit: NO Changes - N/A SWPPP Approved: NO Changes - N/A - Existing Building/Property - No Changes Proposed Water Meter Size and Type: Existing No Changes - N/A Building Plans: Herein-Provided by ADI-Architectural Designs, Inc. Architectural Guideance Only. 11-4-2016 NEW HOME FOR C3 FUTURES BASEBALL TRAINING ACADEMY, INC. 1214 BRUMLOW AVENUE SOUTHLAKE, TEXAS 70692 ADI- ARCHITECTURAL DESIGNS, INC. DAVID BONNER, ARCHITECT 521 INDIAN CREEK DRIVE TROPHY CLUB, TEXAS 76262 (C) Copyright 2016 of Architectural Designs Inc., designed and authored by David Bonner, Architect who reserves all rights and ownership. Do not copy or reproduce without written concent by David Bonner, (817) 681-3497. No use is permitted without licensed used of DWB - ADI NOT FOR CON S T R U C T I O N NO T F O R C O N S T R U C T I O N 1 Sheet No. Scale PER TITILE Sht-2 2 of Sh e e t T i t l e Pr o j e c t T i t l e SI T E P L A N SI T E & B U I L D I N G P L A N BU I L D I N G C O D E A N A L Y S I S NE W H O M E F O R C 3 F U T U R E S BA S E B A L L T R A I N I N G A C A D E M Y , L L C 12 1 4 B R U M L O W A V E N U E SO U T H L A K E , T E X A S 7 0 6 9 2 Co n s u l t a n t De s i g n F i r m C3 F U T U R E S - B R I A N C A P P S 15 8 2 F L A M I N G O C I R C L E SO U T H L A K E , T X 7 0 6 9 2 AD I - A R C H I T E C T U R A L D E S I G N S , I N C . 52 1 I N D I A N C R E E K D R I V E TR O P H Y C L U B , T E X A S 7 6 2 6 2 DA V I D B O N N E R , A R C H I T E C T De s i g n e d B y Dr a w n B y Ch e c k e d B y Re v i e w e d B y Su b m i t t e d B y Pr o j e c t M a n a g e r Da t e Re v i s i o n Pr o j e c t I D Dr a w i n g C o d e CA D F i l e N a m e Pl o t D a t e DA V I D B O N N E R DA V I D B O N N E R DA V I D B O N N E R BR I A N C A P P S DA V I D B O N N E R BR I A N C A P P S 11 / 0 4 / 2 0 1 6 Re v i s i o n 12 1 5 B R U N L O W .V W X Dr a w i n g C o d e 12 1 5 B R U N L O W .V W X 00 / 0 0 / 0 0 No . D a t e Is s u e N o t e s IS S U E D F O R F O R M A L C I T Y A N D BU I L D I N G R E V I E W , 1 11 / 3 / 1 6 No . D a t e Re v i s i o n N o t e s Ap p r Zo n e 28027.57 sq ft LOT 1, J.N. GIBSON NO. 591 ADDITION 1215 BRUMLOW AVE 14 5 .2 3 f t N 0 ° 0 0 ' 0 0 " E 193.00 ft N 89°20'47" E 14 5 .2 3 f t S 0 ° 0 0 ' 0 0 " E 193.00 ft S 89°20'47" W 43'-1"7 3/4" 100'-0"48'-4 1/2" 60 ' - 0 " 59 ' - 1 0 " 25 ' - 0 " 60 ' - 0 " 7 3/4" 100'-0" OH D V E N T - 1 4 ' X 1 4 ' OHD VENT-12'x 14'OHD VENT-12'X14'D-3070 EXIT CURRENT OH V E N T - 1 4 ' x 1 4 ' D- 3 0 7 0 E X I T C U R R E N T D- 3 0 7 0 E X I T C U R R E N T D-3068 Add TAS Hardware Existing DRINKING FOUNTAIN 28027.57 sq ft LOT 1, J.N. GIBSON NO. 591 ADDITION 1215 BRUMLOW AVE 14 5 .2 3 f t N 0 ° 0 0 ' 0 0 " E 193.00 ft N 89°20'47" E 14 5 .2 3 f t S 0 ° 0 0 ' 0 0 " E 193.00 ft S 89°20'47" W CLG-3070 Chainlink Gate CLG-3070 Chainlink Gate D-New 3068 TAS Hardware Electrical Power & Light Center D-3068 Add TAS Hardware CLG-3070 Chainlink Gate CL G - 3 0 7 0 C h a i n l i n k G a t e PITCHER BATTER PITCHER BATTER PITCHER BATTER PITCHER BATTER PITCHER BATTER BATTER PITCHER 1 2 3 4 5 6 7 8 9 10 11 12 242322 13 14 15 16 17 18 19 20 21 25 Existing SERVICE SINK 5'X5' clear 5'X5' clear 5'X5' clear 5'X5' clear5'X5' clear5'X5' clear 5'X5' clear5'X5' clear5'X5' clear 5'X5' clear 5'dia. 30"x48" 5'X5' clear 5'X5' clear 5'X5' clear 5'X5' clear 5'dia. 30"x48" Handicap Toilet 2012 TAS Compliant 5'dia. 30"x48" 5'dia. 36"x 60" 36"x 60" T - Turn 5'dia. FIRE LANE NO PARKING FIRE LANE NO PARKING F I R E L A N E N O P A R K I N G FIRE LANE NO PARKING F I R E L A N E N O P A R K I N G F I R E L A N E N O P A R K I N G F I R E L A N E N O P A R K I N G F I R E L A N E N O P A R K I N G F I R E L A N E N O P A R K I N G F I R E L A N E N O P A R K I N G F I R E L A N E N O P A R K I N G FI R E L A N E N O P A R K I N G FI R E L A N E N O P A R K I N G FI R E L A N E N O P A R K I N G FIR E LA N E NO PA R K I N G F I R E L A N E N O P A R K I N G F I R E L A N E N O P A R K I N G C I R C L E O F F A M E C L I E N T D R O P - O F F - P I C K - U P P a i n t e d w h i t e c i r c l e R 34'-4 7/8"R 58'-4 1/4"R 30'-9 1/8" R 42'-1 5/8" R 42'-1 5/8" R 54'-10" R 46'-7 5/8" 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 30'-9 1/2"12'-0"14'-1 5/8"12'-0"31'-0" 22 ' - 0 1 / 2 " 14 ' - 0 " 23 ' - 1 1 3 / 8 " 11 7 / 8 " 22 ' - 1 1 / 2 " 13 ' - 1 1 7 / 8 " 22 ' - 1 5 / 8 " 10 3 / 8 " BUILDING GROSS AREA 100 332'8.023" 5983.95 sq ftBuilding Exterior Face: Perimeter: SITE PLAN - 1215 BRUMLOW AVE. Scale: 1/8" = 1'-0"1 BR U M L O W A V E N U E VA R I A B L E W I D T H R . O .W . R 2 8 ' - 4 " R 24'-3 5/8" 24'-6"15'-1 3/8" 5' - 4 1 / 8 " 18 ' - 1 5 / 8 " 24 ' - 0 " 13 ' - 4 3 / 8 " 3'-7"8'-0 1/8"8'-0" 17 ' - 1 1 7 / 8 " 7' - 9 1 / 2 " 25 ' - 6 7 / 8 " 24'- 0 " 9'-0"9'-0"9'-0"9'-0"8'-0"5'-0" 18 ' - 0 " 6'-11 1/4"9'-0"9'-0"9'-0"9'-0"6'-1 1/2" 18 ' - 0 " 5' - 2 1 / 8 " 32 ' - 0 1 / 4 " 14'-4 1/2"27' - 9 " FIR E H O S E 60 ' - 6 " FI R E H O S E 24'-4 " FIR E H O S E 150'-0" FIREHOSE LENGTH 36'-6" FIREH O S E 5'-2 1/2"9'-0"9'-0"8'-2 7/8"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0" Add 6”thk. reinforced concrete #4@12”o.c.e.w. Add 6”thk. reinforced concrete #4@12”o.c.e.w. Confirm gate size to allow firelane to pass thru as shown. Hose connection point, end of firelane (150’) backup lane into site. Existing curb/ramp to OHD interior access. Existing HC Ramp to raised sidewalk building frontage. New HC accessible route to HC Van accessible parking HC painted Logo on concrete paving Concrete wheel stop Concrete wheel stop (typical) 5’ x 5’ Concrete outdoor landing for HC accessibility/exit egress. 5’ x 5’ Concrete outdoor landing for HC accessibility/exit egress. 5’ x 5’ Concrete outdoor landing for HC accessibility/exit egress. Concrete wheel stop (typical) Concrete wheel stop (typical) Dedicated 5’wide walkway at building edge. Dedicated 5’wide walkway at building edge. White stripe identifying driving lane access on existing concrete. Existing automatic keys and remote control. Key-in for fire department required. Drop-off area. 6”RED firelane stripe and NO Parking 4” WHITE letters. 6”RED firelane stripe and NO Parking 4” WHITE letters. Existing 8’ wood and steel fence. Existing 8’ wood and steel fence. Existing Tree barrier screen. Existing 8’ wood and steel fence. Existing OH Power Head drop/meter. New Chainlink 8’ screen and gates for electrical panel access. Existing HC compliant BATHROOM. Existing OHD-VENT Existing OHD-VENT Existing OHD-VENTExisting OHD-VENT Existing door remains unchanged. Existing EXIT door remains unchanged. Existing door remains unchanged. Dashed line of OHD in open position (typical) Shaded area is the calculated gross area to determine the automatic fire sprinkler requirements per IFC and SFD Ordinance Section 903.2.11.9 “Over 6000 sf.” Fire Hose connection point for paved surface. 5' UTILITY EASEMENT 5' UTILITY EASEMENT CABINET A, SLIDE 861 P.R.T.C.T. 5' U T I L I T Y E A S E M E N T C A B I N E T A , S L I D E 8 6 1 P .R .T .C .T . No Parking No Parking No Parking Landscape sideyard - grass Landscape sideyard - grass Landscape sideyard - grass Asphalt Street Edge Existing Concrete Approach Fire lane ends at 149’11” deep into lot. Painted dedicated aisle/walkway on existing concrete paving. Existing power pole Existing power pole Existing 8’ wood and steel fence. Existing 8’ wood and steel fence. Existing 8’ wood and steel fence. TUTOR OFFICE 8' WALLS - OPEN CEILING VI S I T O R L O B B Y AR E A - A NE T T E D P E R T E C T E D 36"AISLE MIN. 36"AISLE MIN. 36 " A I S L E M I N . 36 " A I S L E M I N . 36 " A I S L E M I N . 36 " A I S L E M I N . BATTING NET AREA 1 BATTING NET AREA 2 BATTING NET AREA 3 BATTING NET AREA 4 BATTING NET AREA 5 BATTING NET AREA 6 60"X60"min. 60"X60"min. 60"X60"min. 60"X60"min.60"X60"min. FireRiser 72"x72"min. 79'-4" Fire hose connection point on Fire Lane. 3 0 ' B U I L D I N G L I N E FDC - FIRE DEPARTMENT CONNECTION FIRE HYDRANT IS PERSCRIBED TO BE LOCATED ON THE WEST SIDE OF BRUMLOW AVENUE, OR PER S.FD. INSTRUCTIONS. 36"AISLE MIN. 36 " A I S L E M I N . New Guardrail barrier and protection. 66 ' - 0 " 44 ' - 5 " 20'-9 5/8" 13 ' - 5 3 / 8 " Nearest-Exit distance, 80’ aisle, 100’ allowed, fire sprinkled. 0 20 40 60 FT PARENTS LOBBY AREA - A NETTED PERTECTED 11'-2"3'-3"14'-0"3'-3"14'-0"3'-3"14'-0"3'-3"14'-0"3'-3"14'-0"1'-1 1/2" 10 " 40 ' - 0 " 3' - 3 " 14 ' - 0 " 5 1 / 2 " 36X72 Viewing Window CITY OF SOUTHLAKE PLANNING & ZONING CASE# ZA16-085 NOTES: 1215 Brumlow Ave. CASE # ZA16-085. 1. A Zoning Change is not required. Only Change in Occupancy. Per the 2015 IBC (Office O-1) Occupancy 'office-business"is allowed to exist in 'Light Industrial' Zoning (I-1) with no zoning change. 2. A SPIN presentation was on September 10, 2016 Brian Capps, And Daniel Cortez, the District 8 Public Meeting. 3. An Automatic Fire Sprinkler System is being installed per Fire Review And Comments. FDC And Fire Riser Room on these drawing. 4. This submittal complies with all requirements in Ordinance No. 480, Section 43, Overlay Zoning. 5. No Signage Is Proposed Under this Submittal/Application. Existing Building Use by Area: Building square footage: 5,983 sq.ft. Brick Veneer front by Ordiance requirement Building Shell: Insulated walls and roof @2" thick VPR Restroom: 1 required under 25 occupants 2015 IPC. 1 accessible toilet, 1 accessible lavatory, with grabbars. EWC existing: 1 required under 25, Business. Sanitary Service Sink: 1 required IPC. Office: 1 occupant + 1 visitor = 2 6 Batting Nets: 1 pitcher + 1 batter = 12 Tutoring Lobby: 7 Seats for visitors Parents Area: 4 Seats Total: Occupancy 25 Ventilation OHD existing Exit Doors 3 with 36"minimum circulation paths. Exit Signs provided. Doors hinged and direction existing, ok under 25 occupants Door level landings each side of exit door. Acessible Routes: into the existing parking lot connecting 1 handicap van accessible parking Building Envelope Interior Use: Conditioned space for human occupance: 2 existing heaters, 400,000 BTUH each. Building maintains 68oF at 3' above floor per IBC. Ventilation: 1 existing power wall Fan, with damper. Ridge Vent: 3 existing 10' long dampered ridge vents. 3 Insulated 12'x14' OHD, E,W,and S. Lighting interior: 5 Hp Sodium Highbay lensed lights. Automatic Fire Sprinkler system 2015 IFC, City Ordinance. Tenant Space: 6 Netted Batting Areas, 14'x40'x 1 1/8" netting mesh Nylon Knotted Netting: 1 1/8" in mesh. Duralux Multifilament Polyester Netting with 70-135 lb breaking strength. Perment Painted Interior Dedicated Routing for accessibility and General Circulation and Batting Nets Enclosure access. Existing Electrical Power and Light Center Panels, with required 3'-0" minimum acess clearance. Protected with Chainlink fence. Fire Riser: Automatic Fire Riser enclosure with Chainlink fence. Manual Fire Alarm pulls, and Fire Extinguishers in Cabinets. Existing 20gal. electric water heater, service, pop off, base pan, raised 18"aff. Existing Exterior Use: 18,300 sq.ft. existing paved parking lot. Parking Spaces: 18 spaces proved per Occupancy Handicap Parking: 1 space provide per 25 Occupancy. Van Accessibile: 1 space with 8' wide aisle provided. HC Parking: nearest space provided to entrance. Fire Lane: provide 150' into site, with 150' hose lay Around building Firehose required. Fire Department Connect: per Fire Sprinkler System Fire Hydrant: per Fire Department location approval. Exterior Lighting: Existing with wall pack lighting system on 3 sides for parking illumination. Fence: Existing 8' cedar & steel frame fence system. Existing: Fence and rolling 24' wide gate per permitted by City Ordinances. Existing Interior Finishes: Floors: Concrete Foundation Concrete Smooth Finish. Interior Walls: Gypsum Board Wall Finish, Textured Painted finish Interior Perimeter Walls: VRP Insulation Exposed above 8' above floor. Interior Envelope Roof: VRP Insulation Exposed, supported on perlins. Interior Metal Panel Walls: exposed up to 8' building perimeter. Interior Front Interior Wall: Metal Studs and Gypsum board full height. Windows: 12" x 60" narrow insulated glass in aluminum frames. Doors: Insulated Metal doors Flush, mounted in metal frames. OHD: Insualted Metal Sectional roll-up 12'x14" and 14'x14" spring loaded. Envelope walls and roof 16' x 320' perimetr = 5120 + 6000 = 11120 Volumn: 60' x 100'x 16' eave height = 72,000 cubic feet interior. Texas Accessibility Standards, Chapter 11, 2015 IBC, & 2012 TAS. Interior: Minimum aisle: 36" Interior: Minimum turn around: 60"circle Interior: Door approaches: 60" square Interior: Door size: 36" wide, 32"clear width @ 90 degrees Interior: Level changes: 1/2" with 1/4"bevel. Interior: Thresholds: 1/2" max. with 1/4"bevel. Existing Toilet 17"- 19" seat, 18" sidewall offset. Existing TPaper 18"aff 36" rear wall offset. Existing Grabbars, 1 1/2" dia. x 48" side 6" backwall offset. Existing Grabbars, 1 1/2" dia. x 36" rear 12" sidewall offset. Existing: Lavatory 34" max, 27" clearance, 9" toe clearance. Existing: Accessories mounted 48" aff. existing. Exterior: Landings 5'x5' door approach and maneuvering. Exterior: Landings matching interior floor level, with 1:50 max. slope. Exterior: Level changes, 1:20 for less than 12" vertical. Exterior: Curb Ramps, 1:12 for less than 6" vertical. Exterior: HC Parking, slope maximum 1:50 = level. Exterior: HC Parking, visible to and direct to front door. Exterior: HC 1st must be Van accessible 8'wide and 8'isle. Exterior: Accessible Route, 36" minimum, clearly marked. Exterior: Ramps, contrasting color, textured, with handrails. Exterior: Guardrails, 42" high, 4" base shield. Exterior: Handrails, mounted on guardrails at 34" to 38" aff. Exterior: Handrails, extentions 12" at landings on top/bottom of ramp. Exterior: Parking Sign at 6'-0" aff grade bottom of sign. Exterior: Door pulls, hardware, graspable levers, 5 lbs. max. Exterior: Door with closer requires hold open timers and auto close. 11-4-2016 (C) Copyright 2016 of Architectural Designs Inc., designed and authored by David Bonner, Architect who reserves all rights and ownership. Do not copy or reproduce without written concent by David Bonner, (817) 681-3497. No use is permitted without licensed used of DWB - ADI NOT FOR CON S T R U C T I O N NO T F O R C O N S T R U C T I O N 2 1 1215 Brumlow Ave. Existing 6000sf L-1 Warehouse, to Group B, Business – Office. David Bonner, Architect ADI-Architectural Designs, Inc. (817) 681-3497 Building Code Analysis: This Existing Building was constructed under an older building code. 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 V A, 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. 3 2 This Building. For this Building Group B, Nonsprinkled: TypeVB, HeightAllowed 70’, 9000sf/1story 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 4 3 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. 5 4 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. May be 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): 6 5 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 ¾” above the finish floor. ( ½” per TAS) with ¼” beveled edges at 1:1 for ¼”. 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 7 6 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 8 7 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. 9 8 [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. 10 11 12 13 14 15 16 17 18 19 20 21 22 Site Photos View northeast to site from Brumlow Avenue View east from Brumlow Avenue 23 View North to building View of interior of the C3 Futures Baseball Academy facility on Roanoke 24