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HomeMy WebLinkAboutPECAN PARK - BID PACKAGE #2-PARK L I T Y O I y O FTL a C P O BID PACKAGE TWO T BASEBALL FIELDS, CONCESSION AND MAINTENANCE BUILDINGS FOR WEST SIDE PARK B A S WB ALL FIELDS 3600 Canada Road La Porte, Texas 77571 CHAD# 023-146-000-0690 _ THE# 3392 OWNER City of La Porte Alton E. Porter, Mayor Georgia Malone, Council At Large .:A== John Black, Council At Large ==B== Mike Mosteit, Council District 1 Chuck Engelken; Jr., Council District 2 Howard R. Ebow, Council District 3 Tommy Moser, Council District 4 Mike Clausen, Council District 5 Louis Rigby, Council District 6 Ron Bottoms, City Manager John Joerns, Assistant City Manager N.T.S. Stephen L. Barr, Parks and Recreation Director Tim Tietjens, Planning Director Rodney Slaton, City Engineer ., DEER PARK = Martha Gillett, TRMC, PHR, City Secretary " g Steve Gillett, Director of Public Works "'%jgs - < xomx N sr. � m euream s at aw. ARCHITECTS 3$ APORT t soar wsr ua RANDALL - PORTERFiELD ARCHITECTS, INC. A.I.A. `6 o 565 F.M. 270 NORTH LEAGUE CITY, TEXAS 77573 a MR 281.332.6680 281316.6920 fax ® CODE ANALYSIS VS MEP ENGINEERS r GAL6AEYTGN Adopted Codes by the Uty of Lo Porte 2006 INTERNATIONAL BUILDING CODE (IBC) M4SouthDP ainal SeeeteS Inc. 2006 INTERNATIONAL PLUMBING CODE (IPC) PostO ice Box2348 SuiteA 2006 INTERNATIONAL MECHANICAL CODE (IMC) Anahuac Tx775348 PROJECT LOCATION 2006 INTERNATIONAL ENERGY CONSERVATION Anahuac, 5577514 3600 CANADA ROAD 409-267-3552,phone 409-267-3661,fax sHOREAcREs CODE (IECC) Adopted March 24, 2008; Effective April 5, 2008= 2008 NATIONAL ELECTRICAL CODE (NEC) STRUCTURAL ENGINEERS WITH LOCAL AMENDMENTS (COMMERCIAL s RESIDENTIAL) SHELMARKENGINEERING,L.L.C. 2005 INTERNATIONAL FIRE CODE (IEC) 8419 E.F. LOWRY EXPY., STE 120 /t WITH ADOPTED AMENDMENTS ITLOCATION TO FIRE CODE TEXAS CITY, TEXAS 77591 ' V An Not to Scale Code Analysis for Proposed One Story Concession, Restroom Pavilion and Maintenance 409.935.9996 , Building, using 2006 IBC as adopted by the City of La Porte . HARRis GouNTv KEY MAP: SEE 578o (� 1. Use and Occupancy Class - Group(s): Concession Pavilion - Assembly Group A-5 Maintenance Building - Business Group B - INDEX TO DRAWINGS STRUCTURAL 2. Construction Type(s): Type V - B 3. General Building Limitations Area Limitations (Table 505) 18. S 1.00 GENERAL NOTES Use Group B 1. A-0 TITLE SHEET 19. S 1.01 PAVILION FOUNDATION PLAN Type V-B Construction 2. TAS-1 ADA CRITERIA/COMPLIANCE 20• 51.02 CONCESSION FOUNDATION PLAN 35. EL00 ELECTRICAL LEGEND, NOTES, SPECIFICATIONS 3. TAS-2 ADA CRITERIA/COMPLIANCE 21. S 1.03 CEILING FRAMING PLAN 36. E1.01 ELECTRICAL ONE LINE DIAGRAM Concession Pavilion Assembly Group A-5 Maintenance Building - Business Group B ALLOWABLE: HEI&M AND AREA UNLIMITED ALLOKABLE: HEI69 = 2 STORY MAX. / AREA = aOOO MAX. 22• S 1.04 CMU WALL PLAN AT CONCESSION 37. E2.01 LIGHTING PLAN - PAVILION ACTUAL: I STORY (257 / AREA = IOpoo SOFT. ACTUAL = 1 STORY (I54") / AREA = 2AI5 SO.FT. ARCHITECTURAL 23. S 1.05 MAINTENANCE FOUNDATION PLAN 38. E2.02 LIGHTING PLAN - MAINTENANCE BLDG. 24. S 1.06 MAINTENANCE FRAMING PLAN 39. E3.01 POWER PLAN - PAVILION Fire Resiskme Rd!rns of Euiidirg Elements (Tables 601602 and 105:4) 25. 52.01 FOUNDATION DETAILS 40. E3.02 POWER PLAN - MAINTENANCE BLDG. FOR occOPANCY q 4 B TO VB 4. A-1A MASTER SITE PLAN 26. S2.02 FOUNDATION DETAILS 41. E5.02 ELECTRICAL DETAILS 5. A-1.1 SITE AND TRAIL DETAILS 27. S2.03 FRAMING AND WALL DETAILS 42. E6.02 PANEL SCHEDULE 1: Structural Frame ..................... o hr. 6. A-2.0 PAVILION FLOOR PLAN 28. S2.04 FRAMING AND WALL DETAILS /F 43. P2.01 PLUMBING PLAN -PAVILION 9F T 2, eearhg wails ° 11r.7. A-2.1 PARTIAL RESTROOM & CONCESSION FLOOR PLAN 44. P2.02 PLUMBING RISER DIAGRAM Exterior ..... 0 hr. Interior .........:........... 0 tr. 8. A-2.2 MAINTENCE BUILDING FLOOR PLAN, INTERIOR ELEV.,DIAGRAM,,/T/Fp pia 45. P3.01 PLUMBING RISER C DOOR, WINDOW AND FINISH SCHEDULES MEP46. P4.01 PLUMBING DETAILS ` F 1 /� �Fl?r 5. Non -load bearing Exterior walls and Partitions 9. A-3.0 PAVILION, RESTROOM, CONCESSION RCP AND PARTIAL, ROOF PLAN �` FEU & Fire Separation Distaxe less than 5' 1 Ir. 29. MEP1,01 ELECTRICAL SITE PLAN 47. P5.01 PLUMBING SCHEDULES o less Um 10 leater ...:.......... hr. 10. A-4.0 PAVILION EXTERIOR ELEVATIONS 31. M2.01 MECHANICAL PLAN LEGEND, NOI E ,BLDG�CATIONS dl t g .. o 11. A-4.1 PAVILION EXTERIOR ELEVATIONS 4. Non -load bearing Interior walls and Partitions ....... 0 Jr. 12. A-4.2 RESTROOM & CONCESSION EXTERIOR ELEVATIONS 32. M2.02 MECHANICAL PLAN MAINTENANCE BLDG. IRRIGATION 5. Floor Constnrctlon Including Beams and Joists ........ o Jr. 13. A-4.3 MAINTENCE EXTERIOR ELEVATIONS, SECTIONS &DETAILS 33. M3A1 MECHANICAL DETAILS 48. IRR-STYE IRRIGATION SITE PLAN 6. Roof Constroction Including Beams and Joists ........ 0 Ir. 14. A-5.0 PAVILION BUILDING SECTIONS 34. M4.01 MECHANICAL SCHEDULE 49. IRR-1 IRRIGATION PLANS - FIELDS 1 & 2 15. A-6.0 PAVILION, RESTROOM, CONCESSION WALL SECTIONS, DETAILS 50. IRR-2 IRRIGATION PLANS - FIELDS 3 & 4 16. A-7.0 FENCING DETAIL 51. IRR-3 IRRIGATION PLANS - FIELDS 5 & 6 17. A-8.0 INTERIOR ELEVATIONS AT PAVILION CONCESSION AND RESTROOM, 52. IRR-4 IRRIGATION PLANS - FIELDS 7 & 8 WINDOW, DOOR AND FINISH SCHEDULE 53. IRR-5 IRRIGATION PLANS -FIELDS 9 & 10 0� r ' TEXAS ' PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO L RANDALL - PORTERFIELD ARCHITECTS, INC. A.I.A. 0 +b 565 FM 270.NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax • O W rrP�^^1 v l Revisions 0. DATE DESCRIPTION ® 7/28/09 CODE REVIEW REVISION © 7/15/09 ADDENDUM 11 © 7/06/09 -100% BID PACKAGE Al 6/17/09 90% REVIEW SET JOB NO. 080&150-11 CAD NO. DATE 07/b/01 SHEET NO. OF: JUL 30 2909 55 i' A-0 4.2 SPACE ALLOWANCES AND REACH RANGES TAS SECTION 4.2.1 - WHEELCHAIR PASSAGE WIDTH A. The minimum clear width for single wheelchair passage shall be 32" at a point and 36" continuously. TAS SECTION 4.2.2 - WIDTH FOR WHEELCHAIR PASSING A. The minimum clear width for two wheelchairs to pass is 60". TAS SECTION 4.2.3 - WHEELCHAIR TURNING SPACE A. The minimum space required for a standard wheelchair to make a 180-degree turn is a clear space of 60" diameter, or a T-shaped space where each "stroke" of the T is a minimum of 36" wide and 60' long. TAS SECTION 4.2.4.1 - SIZE AND APPROACH A. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long. Clear floor space shall be centered on the element it serves. 4.3 ACCESSIBLE ROUTE TAS SECTION 4.3.2 - LOCATION A At least one accessible route shall be provided from public transportation stops, accessible parking and loading zones, and public streets or sidewalks to the accessible building entrance. TAS SECTION 4.3.3 - WIDTH A. The minimum clear width of an accessible route shall be 36' except at doors. TAS SECTION 4.3.4 - PASSING SPACE A If an accessible route is less than 60" in width, then passing spaces of at least 60" x 60' shall be provided at 200' max. spacing. TAS SECTION 4.3.5 - HEAD ROOM A Accessible routes shall have 80" min. clear head room. TAS SECTION 4.3.7 - SLOPE A Running slope shall not exceed 1:20. (If slope exceeds 1:20, refer to Section. 4.8). B. Cross slope shall not exceed 1:50. 4.4 PROTRUDING OBJECTS (REFERENCE DETAIL 4.4.1 & 4.4.2) TAS SECTION 4.4.1 - GENERAL A. Objects projecting from walls (for example, telephones) with their leading edges between 27"-80" above the finished floor shall protrude no more than 4" into walks, halls, corridors, passageways, or aisles. Objects.mounted with their leading edges at or below 27" above the finished floor may protrude any amount. Free-standing objects mounted on posts or pylons may overhang 12" maximum from 27"-80" above the ground or finished floor. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. ( 14" MAX. BLEAR WIDTI� IMY AMOUNT Detail 4.4.1 Detail 44. 4.5 GROUND AND FLOOR SURFACES TAS SECTION 4.5.2 - CHANGES IN LEVEL (REFERENCE DETAIL 4.5.1) A. Changes in level up to 1/4" may be vertical and without edge treatment. B. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater than 1:2. N 2 =i 1 Detail 4.5.1 TAS SECTION 4.5.3 - CARPET A. Carpet provided on a floor surface shall be securely attached, have a firm pad or backin9r or no backing, and have a level loop, textured loop, level I cut pus, or level cut/uncut pile texture. Maximum pile thickness shall be 1/2". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the exposed edges. TAS SECTION 4.5.4 - GRATINGS A. If gratings are located in walking surfaces or along accessible routes, then they shall have spaces no greater than 1/2" wide in one direction. B. if gratings have elongated openings, then they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. 4.6 PARKING AND PASSENGER LOADING ZONES TAS SECTION 4.6.3 - PARKING SPACES A. Accessible parking shall be at least 96" wide. B. Parking access aisles shall be at least 60" wide. Van accessible access aisles shall be at least 96' wide. C. As an alternative, if all required accessible parking spaces are "Universal" Parking Space Design, all accessible parking spaces are 132" wide (I V) with a 60" wide access aisle. D. Surface slope shall not exceed 1:50 in all directions (Note: No built-up curb ramp may be located in on accessible parking access aisle.) TAS SECTION 4.6.4 - SIGNAGE A. Each accessible parking space must have individual vertically mounted or suspended sign. Required van accessible spaces must be designated, unless all accessible spaces are "Universal' Parking Space Design. B. Characters and symbols on such signs shall be located 60" minimum above the ground. C. Signage located within an accessible route shall be located 80' min. above the walking surface. TAS SECTION 4.6.5 - VERTICAL CLEARANCE A. Provide minimum vertical .clearance of 114' at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. TAS SECTION 4.6.6 - PASSENGER LOADING ZONE A Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft. long adjacent and parallel to the vehicle pull-up space. If there are curbs between the access aisle and the vehicle pull-up space, then a curb ramp complying with 4.7 shall be provided. Vehicle standing spaces and access aisles shall be level with surface slopes not exceeding 1:50 in all directions. 4.7 CURB RAMPS TAS SECTION 4.7.2 - SLOPE (REFERENCE DETAIL 4.7) A Slopes of curb ramps shall comply with 4.8.2. B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. TAS SECTION 4.7.3 - WIDTH (REFERENCE DETAIL 4.7) A The minimum width of a curb ramp shall be 36", exclusive of flared sides. TAS SECTION 4.7.4 - SURFACE A Curb ramp surfaces shall be stable, firm, and slip -resistant B. Textures shall be detectable underfoot, such as truncated domes, or grooves that are 1/4' deep x 3/4' wide and 2' apart extending the full width and depth of the curb ramp. C. Surfaces that are.raised, etched or grooved in a way that would allow water to accumulate are prohibited. D. For the purposes of warning, the full width and depth of curb ramps shall have a light reflective value and texture that significantly contrasts with that of adjoining pedestrian routes. TAS SECTION 4.7.5 - SIDES OF CURB RAMPS (REFERENCE DETAIL 4.7) A. if a curb romp is located where pedestrians must walk across the ramp or where it is not protected by handrails or guardrails, it shall have flared sides; the maximum slope of the flare shall be 1:10. If 'X" Is Less Than 48", Then The Slope Adjoining Slope Shall Of The Flared Sides Not Exceed 1:20 Shall Not Exceed 1:12 ---ram. Flared Side _ Ramp (1:12 Max. Slope) Shall Have _ - Detectable Warnings And Contrasting Color. 1:10 Max. Slope Standard Curb Romo 36" Min. - AdjoiningSlope Shall. Not Exceed 1:20 60"n'm Location of Typical Parking Access Aisle Ramp (1:12 Max. Slope) Shall 1:12 Max. Slope Have Detectable Warnings And Contrasting Color. Note: If Slope Curb RompParallel to Curb Is 1:20 or Less, No Contrasting Detail 4.7 Color or Texture is Required. TAS SECTION 4.7.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have returned curbs or other well-defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48" minimum clear space. If diagonal curb ramps are provided at marked crossings, the 48" clear space shall be within the markings. if diagonal curb ramps have flared sides, they shall also have at least a 24' long segment of straight curb located on each side of the curb romp and within the marked crossing. TAS SECTION 4.7.11 - ISLANDS A. Any raised islands in crossings shall be cut through level with the street or have curb ramps at both sides and a level area at least 48" long between the curb ramps in the part of the island intersected by the crossings. 4.8 RAMPS TAS SECTION 4.8.1 - GENERAL A Any part of an accessible route with a slope greater than 1:20 shall be considered a ramp and shall comply with 4.8 TAS SECTION 4.8.2 - SLOPE AND RISE A. The least possible slope shall be used for any ramp. The maximum slope of a ramp in new construction shall be 1:12. The maximum rise for any run shall be 30". TAS SECTION 4.8.3 - CLEAR WIDTH A. The minimum clear. width of a ramp 30 ft. or less in length shall be 36'. Ramps more than 30 ft. in length shall have a minimum clear width of 44. TAS SECTION 4.8.4 LAND INGS A. Level landings required at top and bottom of each run, with the following features: I. Maximum slope of landings shall be 1:50 in any direction (1/4" per foot). 2. Minimum Width: Equal to width of romp. 3. Length: Minimum 60" clear. 4. At change of direction landing shall be 60" x 60' min. TAS SECTION 4.8.5 - HANDRAILS A. Handrails are required at both sides of all ramps with rise > 6", or run > 72". B. Height: 34' - 38" above ramp surface. C. The clear space between the handrail and the wall shall be 1-1/2'. TAS SECTION 4.8.7 - EDGE PROTECTION h II have curbs walls , railings or projecting and landings with drop-offs s o , A Rams9 P 1 9 P 9 surfaces that prevent slipping off the ramp. Curbs shall be a minimum of 2" high. 4.9 STAIRS TAS SECTION 4.9.2 - TREADS AND RISERS A. All steps on a flight of stairs shall have uniform riser heights and tread widths. 1. Minimum tread depth shall be 11", measured from riser to riser (not including nosing). 2. Open risers are not permitted. TAS SECTION 4.9.4 - HANDRAILS A. Non -continuous handroils shall extend 12" beyond the top riser and 12' plus the width of one tread beyond the bottom riser. At the top, the extension shall be parallel to the floor. At the bottom, the handrail shall continue to slope for a distance of one tread width; the remaining extension shall be horizontal. B. Height: 3e - 380, measured from the stair nosing. .4.10 ELEVATORS TAS SECTION 4.10.3 - HALL CALL BUiTONS A. Shall be centered 42' above floor. TAS SECTION 4.10.4 - HALL LANTERNS A. Visible signals shall have the following features: 1. Fixtures shall be mounted with centerline at least 72' above the Lobby floor. 2. Visual elements shall be at least 2-1/2" in the smallest dimension. TAS SECTION 4.10.5 - RAISED AND BRAILLE CHARACTERS ON HOISTWAY ENTRANCES A. All elevator hoistway entrances shall have raised and Braille floor number designations provided on both jambs. Centerline of the characters shall be 60' above the floor. Characters shall be 2" high. TAS SECTION 4.10.6 - DOOR PROTECTIVE AND REOPENING DEVICE A Elevator doors shall open and close automatically. They shall be provided with a reopening device that will stop and reopen a car door and hoistway door automatically if the door becomes obstructed by an object or person. TAS SECTION 4.10.12 - CAR CONTROLS A All car control buttons shall be: 1. At least 3/4' in their smallest dim. They shall be flush or raised. 2. Designated by Braille and by raised standard alphabet characters for letters, Arabic characters for numerals. The call button for the main entry floor shall be designated by a raised star at the left, of the floor designation. 3. Maximum 54' above floor where side approach is provided. 4. Maximum 48" above floor where forward approach is provided. B. Emergency Controls: 1. Shall have centerlines 35" minimum above floor. 2• Shall be grouped at bottom of panel C. The emergency intercommunication system shall not require voice communication. 4.11 PLATFORM LIFTS NOTE: REQUIRES A VARIANCE FROM THE T.D.LR. TO USE IN LIEU OF AN ELEVATOR TAS SECTIONS 4.11.2, 4.27.3 - OTHER REQUIREMENTS, CONTROLS AND OPERATING MECHANISMS A. Heights permitted: Controls and operating mechanisms shall be located for either a forward or side approach from any direction of travel. They shall be located 28' min. and 48' maximum above the floor. They shall be operable with one hand. There shall be at least one handrail complying with 4.26. Wheelstops and guardrails shall be provided where necessary. 4.13 DOORS TAS SECTION 4.13.4 - DOUBLE -LEAF DOORWAYS A. Doorways with two independently operated leaves shall have at least one active leaf tint meets the requirements in 4.13.5 and 4.13.6. TAS SECTION 4.13.5 - CLEAR WIDTH A Doorways shall provide a clear opening of 32" minimum, with the door open 90. 1. Clear opening shall be measured between the face of the door and opposite stop. 2. Openings more than 24' in depth shall provide a clear opening of 36' minimum. 3. Exception: Doors not requiring full user passage, such as shallow closets, shall have a clear opening of 20' minimum. TAS SECTION 4.13.6 - MANEUVERING CLEARANCES AT DOORS (REFERENCE DETAIL 4.13) Provide level (1:50 max. slope) and clear maneuvering area at doors as follows: A. Front approach pull side - 60" min. depth & 18' min. beside strike edge • Front approach push side - 48Y ram. depth & 0M beside strike edge . . 12 mi n. H strike if door has both a closer & o latch B. Hinge side approach pull side - 60' min. width; 36' min. beside strike edge or - 54" min. width; 42' min. beside strike edge Hinge side approach push side - 42" min. width; 54' min. depth measured from strke edge (48" min. width if door has both a closer & a latch) C. Latch side approach pull side - 48' min. width and 24" min. beside strike edge (54' min. width if door has a closer) Latch side approach push side - 42' min. width and 24" min. beside strike edge (48' min. width if door has a closer) X = 12' if door has both a closer and a latch. I---n-_-_ --I I I r-T-nn---1 I 1 V 1 IV I 0 a-MIl IXI I lX I I I i FRONT APPROACH FRO APPROACH SWINGING DOOR SWIN G POOR (PULL SIDE) (PUS IDE) X = 36" min. if Y = 60' Y = 48" min. if 'door has both a closer X = 42" min. if Y = 5e and a latch -----------i 54, "MIN• , -� X I I I HINGE SIDE APPROACH :HIGE IDE APPRO H SWINGING DOOR SWIN G DOOR (PULL SIDE) (PUS ,IDE) Y = 54' min. if door has closer Y = 4T min. if door has closer r- z - 4" MIN. Y z i I 24 MIN. I --- LATCH SIDE APPROACH LATCH IDE APPRO H SWINGING DOOR SWIN G DOOR (PULL SIDE) (PUS IDE) NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES Detail 4.1 TAS SECTION 4.13.8 - THRESHOLDS AT DOORWAYS A Maximum threshold height: 1/2' (3/4' at exterior sliding doors). Raised thresholds and floor level changes greater than 1/4" shall be beveled with a slope no greater than 1:2. TAS SECTION 4.13.9 - DOOR HARDWARE A. Handles, pulls, latches, locks and other operating devices shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. 1. Lever -operated mechanisms, push -type mechanisms, and U-shaped handles art acceptable designs. 2. When sliding doors are fully open, operating hardware shall be exposed and usible from both sides. 3. Hardware required for accessible door passage shall be mounted no higher tha;i 48" above finished floor. TAS SECTION 4.13.10 - DOOR CLOSERS A if a door has a closer, then the sweep period ofthe closer shall be adjusted so teat from an open position of 70', the door will take at least 3 seconds to move to a point 3" from the latch, measured to the leading edge of the door. TAS SECTION 4.13.11 - DOOR OPENING FORCE A The maximum force for pushing or pulling open a door shall be as follows: 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 2. Other doors a. Exterior hinged doors: No requirement. b. Interior hinged doors: 5.0 Rif. c. Sliding or folding doors: 5.0 Ibf. These forces do not apply to the force required to retract latch bolts or disergage other devices that may hold the door in a closed position. 4.15 DRINKING FOUNTAINS TAS SECTION 4.15.2 - SPOUT HEIGHT (REFERENCE DETAIL-4.15) A. Accessible spouts shall be no higher than 36", measured from the floor or ground surface to the spout outlet B. In 'addition to accessible unit, at least one drinking fountain per floor shall be at standard height (may be "high/low' type if located in one location). TAS SECTION 4.15.3 - SPOUi LOCATION A. Spouts shall be located at the front of the unit and shall direct the water flow in a trajectory that is parallel or nearly parallel to the front of the unit. 1. The spout shall provide a flow of water at least 4" high. 2. If the fountain has a round or oval bowl, the spout must be positioned so the flow , of water is within 3" of the front edge of the fountain. TAS SECTION 4.15.4 - CONTROLS A. Unit controls shall he front mounted or side mounted near the front edge. TAS SECTION 4.15.5 - CLEARANCES (REFERENCE DETAIL 4.15) A Wall and post mounted cantilever units shall have clear knee space as follows: 1. Minimum 27' high (from apron bottom to floor), minimum 30' wide, and 17" to 19" deep. 2. A minimum 30' by 48' clear floor space allowing a forward approach to the unit shall be provided. B. Free standing or built-in units not having a clear knee space shall have a minimum 30' by 48" clear floor space allowing a parallel approach to the unit. L' 30' MIN. 30" MIN. F_ -I - - I I I � I I I Not to ON Free Standing Built-in Detail411� 4.16 WATER CLOSETS TAS SECTION 4.16.2 - CLEAR FLOOR SPACE (REFERENCE DETAIL 4.16.1) A Minimum clear floor space and dimensions for water closets not in stalls shall be provided as follows (Reference Detail 4.16.1): Front or Side Ap roach (no lovato adjacent): X=56" Y=60" P ry 1 - Side Approach, with adjacent lavatory: X=56', Y=60', Z=48' Front Approach, with adjacent lavatory: X=66% Y=60", Z=48" B. No doors allowed to swing into clear floor space. X 54 MIN. 42' MIN. 12' MAX. 9 IF THE APPROVED PLANS 1-i ARE I Front Approach I D i depth MODIFIED A NI V/ SL�BMITTAi THE CITY 1'J RE0UIRED PP%IOR -. To THE CHANGE �JCCUj RING Conteriino I r - + IN2k. Only lavatories lavatory comp complying with 4 (knee apace clearances) Side Approach can overlap the water Detail 4,16.1 closet clear floor space TAS SECTION 4.16.3 - HEIGHT (REFERENCE DETAIL 4.16.2) A. The height to the top of the toilet seat shall be 17" - 19" above floor. 1. Seats shall not be sprung to retum to a lifted position. TAS SECTIONS 4.16.4 4.26 - GRAB BARS REFERENCE DETAILS 4.16.1 4.1 •2 &4.16 3 A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33" - 36' above the finished floor. 1. Side wall: 42' long minimum, hold 12" from back wall. 2. Back wall: 36" long minimum, 12' minimum each side of water closet centerline. Refer to 4.26 Grab Bars for size and structural elements. TAS SECTIONS 4.16.5. 4.27.4 - FLUSH CONTROLS (REFERENCE DETAIL 4.16.3) A Controls shall be 44 maximum above the finished floor. 1 Lever controls or flush valves shall be mounted on the wide side of toilet areas. 2. Controls shall be hand operated or automatic. 3. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 4. The force required to activate controls shall be no greater than 5 Rif. TAS SECTION 4.16.6 - DISPENSERS (REFERENCE DETAIL 4.16.2) A. Toilet paper dispensers shall be installed on the side wall, a minimum 19" above the floor, and a maximum 36' from the, rear wall. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. 2' Hold 6' MAX. 36" MIN. Locate flush controls on wide aide M M I I NMy M �11ZIIt�Im 4.17 TOILET STALLS TAS SECTION 4.17.3 - SIZE -AND ARRANGEMENT (REFERENCE DETAILS 4.17.1, 4.17.2, 4.17.3) A Toilet stalls may be arranged to provide either a left or right handed approach. Accessible toilet stalls shall have outswinging doors (unless otherwise noted) 1. "Standard" Accessible Stall (RE: Detail 4.17.1) If door swings into stall, depth shall be increased by 36 Stall doors must have 18' on pull strike jamb. 2. "Alternate A" Accessible Stall (RE: Detail 4.17.2) Required when more than 6 stalls provided; permitted in lieu of a standard stall only with a variance from T.D.LR. 3. 'Alternate B' Accessible Stall (RE: Detail 4.17.3) Permitted in lieu of a standard stall only with a variance from T.D.LR. 56" min. w/wall mtd. 59' min• w/floor mtd. 54" MIN. 42" MIN. L 2" MAX. z z M 6 alternate door location I_ Detail 4.17,1 . (STANDARD STALL) 66" min. w/wall mid. 69" min. w/floor mtd. 54" MIN. 42" MIN. 12" MAX. 00 9 _ x 32' min.. door oa io Detail 4,17.2 ('ALTERNATE Al 66' min. w/wall mtd. 69' min. w/floor mtd. 54" MIN. 42' MIN. 12' MAX. z z Detail 4.17.3 ('ALTERNATE Ell TAS SECTION 4.17.4 - TOE CLEARANCES A. In 'Standard' accessible stalls, the front partition and at least one side partition shall provide a toe clearance of at least 9" above the floor. B. if the depth of the stall is greater than 60", then the toe clearance is not required. TAS SECTION 4.17.5 - DOORS A. Toilet stall doors, including hardware, shall comply with 4.13 DOORS B. If toilet stall approach is from the latch side of the stall door, clearance between the door side of the stall and any obstruction may be 42" minimum. (This is an exception from typical door maneuvering clearances) TAS SECTION 4.17.6 - GRAB BARS (REFERENCE DETAILS 4.16.2, 4.16.3, 4.17.1, 4.17.2 & 4.17.3) A Grab bars shall be mounted 33" to 36' above the floor. B. Refer to other details for lengths required. C. Refer 4.26 GRAB BARS for size and structural requirements. 4.18 URINALS TAS SECTION 4.18.2 - HEIGHT (REFERENCE DETAILS 4.18.1 & 4.18.2) A. Urinals shall be stall -type or wall -hung with a tapered, elongated rim at 17' maximum above the finished floor. B. The rim shall extend a minimum of 14" from wall. TAS SECTION 4.18.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL 4.18.2) A. A clear floor space 30" wide x 48" deep minimum shall be provided in front of urinal to allow forward approach. 1. This space shall adjoin or overlap an accessible route. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29' clearance between shields. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area at least 36' wide minimum, centered on fixture. TAS SECTION 4.18.4 - FLUSH CONTROLS (REFERENCE DETAIL 4.18.1) A. Controls shall be 44" maximum above the finished floor. 1. Controls shall be hand operated or automatic. 2. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 3. The force required to activate controls shall be no greater than 5 Ibf. . a 48" MIN. c=N o i ---- =A 0"' I z� L----L14- TAS SECTION 4.19.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS 4.19.1 & 4.19.2) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 29' minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27" minimum shall extend 8" minimum under the edge of the lavatory. 4. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory. 8" Min.-k 11. 6" Max. 7" Min clear floor o M ( space L--- 19" a 48" Min. TAS SECTION 4.19.4 - EXPOSED PIPES AND SURFACES A Hot water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. TAS SECTIONS 4.19.5, 4.27.4 - FAUCETS A Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist B. The force required to activate controls shall be no greater than 5 Ibf. C. Lever -operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. D. If self -closing valves are used, the faucet shall remain open for at least 10 seconds. TAS SECTION 4.19.6 - MIRRORS (REFERENCE DETAIL 4.19.1) A Mirrors shall be mounted with the bottom edge of the reflective surface 40" maximum above the finished floor. B. The top edge of the reflective surface must be at least 74" AFF if also used by ambulatory people. PROPOSED NEW PARK FACILITY FOR HEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO ■ ■ ■1 5NRMANDALL ,-, PORTERFItELDITECTS, INC. A.I.A. ���, 1 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax NOTE The information contained on this sheet is condensed from the Texas Accessibility Standards of the t Architectural Barriers Act - Article 9102, Texas Civil Statutes - Effective April 1, 1994. It is intended as a general guideline to aid in the construction of accessible elements and spaces for the handicapped. Not all information shown may be applicable to this n all information related to this specific Project and a • P Project may not be shown. Consult your copy of the Texas Accessibility Standards of the Texas Architectural Barriers Act for additional information, or visit the T.D.L.R. on the web at: www.license.state.tx.us All parties are encouraged to retain and review the applicable statutes and not rely solely on these guidelines. No representation, guarantee or warranty is made by Randall -Porterfield Architects, Inc. with respect to the informotion provided in these accessibility guidelines. Revisions NO. DATE DESCRIPTION JOB NO. 01040q-006 CAD N0. DATE 07/06/01 SHEET NO. 2 OF: JUL 0 8 2009 Y. TA5-1 4.20 BATHTUBS TAS SECTION 4.20.2 - FLOOR SPACE A. Clear floor space shall be provided in front of bathtubs as follows: 30' wide x 60' long beside the bathtub for side approach, seat in tub 48" wide x 60" long beside the bathtub for front approach, seat in tub 30' wide x 75" long beside the bothtub for side approach, seat at head of tub TAS SECTION 4.20.3 - SEAT A. An in -tub seat or a seat at the head end of the tub shall be provided. Seats shall be mounted securely and shall not slip during use. TAS SECTION 4.20.4 - GRAB BARS A. Heights permitted: 1. With In -Tub Seat: Foot wall: 24" long minimum from outside face of tub, 33" to 36" AFF. Back wall: 2 bars, 24' long minimum, 12' maximum.from foot wall, 24" maximum from head wall, one 0 33' to 36" AFF, one 0 9' above the tub. Head wall: 12" long minimum from outside face of tub, 33" to 36" AFF. 2. With Seat at Head of Tub: Foot wall: 24" long minimum from outside face of tub, 33" to 36" AFF. Back wall: 2 bars, 48" long minimum, 12' maximum from foot wall, 15' maximum from head wall, one 0 33' to 36" AFF, one 0 9" above the tub. Head wall: None. TAS SECTION 4.20.5 A. Controls must be located up front and to the open side of the tub. TAS SECTION 4.20.6 - SHOWER UNIT A. A shower spray unit with a hose. at least 60". long shall be provided that can be used both as fixed and hand held. 4.21 SHOWER STALLS TAS SECTION 4.21.2 - SIZE AND CLEARANCES (REFERENCE DETAIL 4.21) A Shower stalls shall be either 36" x 36' clear inside dimension (hold) at transfer type, or 30" min. x 60' min. at roll -in type. TAS SECTION 4.21.3 - SEAT (REFERENCE DETAIL 4.21) A Seat is required in 36" x 36" stalls, and shall have the following features: 1. Shall be 17" to 19" above bathroom floor. 2: Shall extend the full depth of the stall. 3. Shall be located on the wall opposite of the control wall. 4. Maximum space between wall and seat edge shall be 1-1/2'. 5. Shall project 16' maximum into stall width, except at the rear 15" maximum of the stall, where the seat may project 23'. B. Where a fixed seat is provided in a roll -in type shower, it shall be a fold -up type and mounted on the wall adjacent to the controls. TAS SECTION 4.21.4 - GRAB BARS (REFERENCE DETAIL 4.21) A. Grab bars shall be mounted 33" to 36" AFF. TAS SECTION 4.21.5 - CONTROLS (REFERENCE DETAIL 4.21) A All shower controls shall be located 38e minimum and 46e maximum above the floor. B. In 36" x 36" stalls, all controls, faucets and shower unit shall be mounted on side wall, opposite of the seat, and towards open side of stall. C. In roll -in type stalls, controls may be mounted on back (long) wall, or either side wall. If mounted on back wall, head to be mounted 27" maximum from one side wall, with controls located between head and closest side wall. TAS SECTION 4.21.6 SHOWER UNIT A A shower spray unit with a hose at least 60" long that can be used both as a fixed shower head and as a hand held shower shall be provided. B. In 36" x 36' stalls, the mounting device for the hand-held shower head shall comply With Forward Reach requirements. C. In roll -in type stalls, the mounting device for the hand-held shower head shall comply With Forward Reach or Side Reach requirements, as appropriate for the stall design. TAS SECTION 4.21.7 - CURBS A If provided, curbs on transfer showers shall be no higher than 1/2"; roll -in type showers shall not have curbs. „ I �rwas - 1 I.L�JME II 1 I..MEMO[ 1 MEMO[ I ..MEMO 1 ■..SEEN � moo. i I I i clear floor space I M 48• SHOWER STALL -� CONTROL WALL 4.22 TOILET ROOMS TAS SECTION 4.22.2 - DOORS A All doors to accessible toilet rooms shall comply with 4.13. Doors shall not swing into clear floors ace required for any fixture. Clear floor turning space may overlap door swings. TAS SECTION 4.22.3 - CLEAR FLOOR SPACE A The accessible fixtures and controls required in 4.22.4, 4.22.5, 4.22.6, and 4.22.7 shall be on an accessible route. An unobstructed turning space complying with 4.2.3 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the turning space may overlap; however, the only turning space provided shall not be located within a stall. TAS SECTION 4.22.4 - WATER CLOSETS A If toilet stalls are provided, then of least one shall be a "standard" accessible toilet stall for wheelchair users (REFERENCE DETAIL 4.17.1) B. If 6 or more toilet stalls are provided, in addition to the "standard" accessible stall required, an additional "Alternate A" accessible stall 36' wide (for ambulatory persons with disabilities) complying with this section shall be provided. (REFERENCE DETAIL 4.17.2) C. Alterations/Existing Conditions: In alteration work, where provision of a 'standard' accessible stall is technically infeasible, or where plumbing code requirements prevent combining existing stalls to provide space, either 'Alternate' stall (A or B) complying With this section may be provided in lieu of the standard stall. D. If water closets are not in stalls, then at least one shall comply with 4.16. TAS SECTION 4.22.5 - URINALS A. If urinals are provided, then at least one shall comply with 4.18. TAS SECTION 4.22.6 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 4.19. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. TAS SECTION 4.22.7 - CONTROLS AND DISPENSERS A If controls, dispensers, receptacles, or other equipment ore provided, then at least one of each shall be on an accessible route and shall comply with 4.27 - CONTROLS & OPERATING MECHANISMS. 4.23 BATHROOMS. BATHING_ FACILITIES. AND SHOWER ROOMS TAS SECTION 4.23.8 - BATHING AND SHOWER FACILITIES A In addition to the requirements of 4.22 - TOILET ROOMS, if tubs or showers are provided, then at least one accessible tub that complies with 4.20, or at least one accessible shower that complies with 4.21, shall be provided. 4.24 - SINKS TAS SECTION 4.24.2 - HEIGHT A. Sinks shall be mounted with the rim or counter surface no higher than 34" above the finished floor. TAS SECTION 4.24.3 - KNEE CLEARANCE A Knee clearance of 27' high minimum, 30' wide minimum, and 19' deep minimum shall be provided underneath sinks., TAS SECTION 4.24.4 - DEPTH A Each sink shall be a maximum of 6-1/2" deep. TAS SECTION 4.24.6 - EXPOSED PIPES AND SURFACES A Hot water and drain pipes under sinks shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or.abrasive surfaces under sinks. TAS SECTIONS 4.24.7, 4.27.4 - FAUCETS A Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 Ibf. C. Lever -operated, push -type, touch-type, or electronically controlled mechanisms are examples of acceptable designs. 4.25 - STORAGE TAS SECTION 4.25.2 - CLEAR FLOOR SPACE A In storage facilities permitting full entry by a wheelchair, and allowing a wheelchair to travel clear of the door swing, an unobstructed turning space complying with 4.2.3 shall be provided within the storage facility. TAS SECTION 4.25.3 - HEIGHT (REFERENCE DETAILS 4.25.3 & 4.25.4) A Where a forward reach is required, accessible storage spaces shall be 48' maximum and 15" minimum above the floor. If the forward reach is over an obstruction 20" to 25' deep (with knee space equal to or greater than than reach distance), the maximum height shall be 447; if the obstruction is less than 20' deep, maximum height shall be 48'. 8. Where a side reach is provided, accessible storage spaces shall be 54' maximum and 9" minimum above the floor. Maximum height shall be 46" for side reach over an obstruction 34" maximum high and 24' maximum deep. C. Clothes rods or shelves shall be a maximum of 54` above floor for a side approach. D. Where the distance from the wheelchair to the clothes rod or shelf exceeds 10" (such as at closets with inaccessible doors) the following criteria shall be met: 1. Clothes rod: reach 21" maximum; height 48" maximum. 2. Shelves: reach 21" maximum; height 48" maximum, 9' minimum. Detail 4 TAS SECTIONS 4.25.4, 4.27.4 - HARDWARE A Hardware for accessible storage facilities shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist B. The force required to activate the hardware shall be no greater than 5 Ibf. C. Touch latches and U-shaped pulls are acceptable. 4.26 - HANDRAILS GRAB BARS TUB and SHOWER SEATS TAS SECTION 4.26.2 - SIZE AND SPACING OF GRAB BARS, HANDRAILS A Diameter or width of gripping surface shall be 1-1/47 to 1-1/2, or the shape shall provide an equivalent gripping surface, B. The space between handrails or grab bars and adjacent walls shall be 1-1/2'. TAS SECTION 4.26.3 - STRUCTURAL STRENGTH A Grab bars, tub and shower seats, fasteners, and mounting devices shall meet the following requirements: 1. Bending stress induced by maximum bending moment from application of 250 Ibf shall be less than allowable stress for material used. 2. Shear stress induced by application of 250 Ibf shall be less than allowable shear stress for material used. If connection between grab bar and mounting bracket is considered to be fully restrained, then direct and torsional shear stresses shall be totaled for the combined shear stress, which shell not exceed the allowable shear stress. 3. Shear force induced in a fastener or mounting device from application of 250 Ibf shall be less than allowable lateral load of either the fastener or the mounting device or the supporting structure, whichever is the smaller allowable load. 4. Tensile force induced in a fastener by a direct tension force of 250 Ibf plus the maximum moment from the application of 250 Ibf shall be less than the allowable withdrawal load between the fastener and the supporting structure. 5. Grob bars shall not rotate within their fittings. TAS SECTION 4.26.4 - ELIMINATING HAZARDS A Grob bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. B. Edges shall a radius of 1/8' minimum. 4.27 - CONTROLS AND OPERATING MECHANISMS TAS SECTION 4.27.3 - HEIGHT (REFERENCE DETAIL 4.30.2) A Front approach: 48' max. to 15' min. Controls located in an alcove >24' deep must have 36" clear floor width. B. Side approach; 54' max. to 9" min., except per below. Controls located in an alcove >15 deep must have 60" clear floor width. C. Electrical & communication system receptacles shall be mounted no less than 15' above the floor. 4.28 - ALARMS TAS SECTION 4.28.1 - GENERAL A.. When required, visual alarms shall be provided in each of the following areas, as a minimum: restrooms and any other general usage areas (e.g. meeting rooms), hallways, lobbies, and any other area for common use. TAS SECTION 4.28.2 - AUDIBLE ALARMS A. If provided, audible alarms shall produce a sound that exceeds the prevailing equivalent sound level in the room or space by at least 15 dbA, or exceeds any maximum sound level with a duration of 60 seconds by 5 dbA, whichever is louder. B. Sound levels for alarm signals shall not exceed 120 dbA TAS SECTION 4.28.3 - VISUAL ALARMS A Visual alarm signal appliances shall be integrated into the building or facility alarm system. If single station audible alarms are provided then single station visual alarms shall be provided. . B. Visual Alarm appliances shall have the following features: 1. The lamp shall be a xenon strobe type or equivalent. 2• The color shall be clear or nominal white (i.e., unfiltered or clear filtered white light). 3. The maximum pulse duration shall be two -tenths of one second with a maximum du ty cycle of 40%. The pulse duration is defin ed as the time interval bet ween initial and final points of 10% of maximum signal. 4. The intensity shall be a minimum of 75 candela. 5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hi. 6. The appliance shall be placed 80" above the highest floor level within the space or 6" below the ceiling, whichever is lower. 7. in general, no place in any room or space shall be more than 50' from the sicnal (measured in a horizontal plane). a. In large rooms and spaces exceeding 100' across, without obstructions 6' above the finished floor, such as auditoriums, devices may be placed around the erimeter, spaced a maximum f 100 apart, i i o a n lieu of suspending P P Pa . P 9 appliances from the ceiling. 8. No place in common corridors or hallways shall be more than 50' from the signal. 4.30 - SIGNAGE TAS SECTIONS 4.1.2(7), 4.1.3(16)(a) - WHERE APPLICABLE A Signs which designate permanent rooms and spaces shall comply with the requirements listed below for. 1. Raised and Braille Characters, and Pictorial Symbol Signs (Pictograms) 2, Finish and Contrast. TAS SECTIONS 4.1.2(7), 4.1.3(16)(b) - WHERE APPLICABLE A Signs which provide direction to, or information about, functional spaces of the building shall comply with the requirements listed below for. 1. Character Proportion, 2. Character Height. 3. Finish and Contrast. B. Exception: Building directories, menus, and all other signs which are temporary are not required to comply. TAS SECTION 4.1.2(7) - WHERE APPLICABLE (REFERENCE DETAIL 4.30,1) A Elements and spaces of accessible facilities which shall be identified by the Intemational Symbol of Accessibility are: 1, Parking spaces designated as reserved for individuals with disabilities; 2. Accessible passenger loading loads; 3. Accessible entrances when not all are accessible (inaccessible entrances shall hale directional signage to indicate the route to the nearest accessible entrance); 4. Accessible toilet and bathing facilities when not all are accessible. TAS SECTION 4.30.2 - CHARACTER PROPORTION A Letters and numbers on signs shall have a width -to -height ratio between 3:5 and 1:1, and a stroke -width -to -height ratio between 1:5 and 1:10, using an upper-case 'X" for measurement. Lower case letters are permitted. TAS SECTION 4.30.3 - OVERHEAD SIGNS A Characters and numbers on overhead signs shall be sized according to the viewing distance from which they are to be read. 1. For signs higher than 80' above the finished floor, character si$e shall be 3' minimum, 2. The minimum height is measured using an upper-case "X". 3. Lower case letters are permitted. TAS SECTION 4.30.4 - RAISED AND BRAILLE CHARACTERS AND PICTOGRAMS A Letters and numerals shall be raised 1/32, upper case, sans serif or simple serif type, and shall be accompanied by Grade 2 Braille. 1. Raised character height: 5/8" minimum, 2' maximum. 2, Pictograms shall be accompanied by the equivalent verbal description placed dire:tly below the pictogram. 3. The border dimension of the pictogram shall be 6" minimum in height. TAS SECTION 4.30.5 - FINISH AND CONTRAST A The characters and background of the signs shall be eggshell, matte, or other non -glare finish. Characters and symbols shall contrast with their background - either light characters on a dark background or dark characters on a light background. TAS SECTION 4.30.6 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL 4.30.2) A Where permanent identification is provided for rooms and spaces, signs shall be installed on the wall adjacent to the latch side of the door. B. Where there is no wall space to the latch side of the door, including at double -leaf doors, signs shall be placed on the nearest adjacent wall. C. Mounting height shall be 60' above the finished floor to the centerline of the sign. D. Mounting location for such signage shall be so that a person may approach within 3" of signage without encountering protruding objects or standing within the swing of a door. Light switch, FE &Thermostat etc. , 8" MAX International Symbol b a of Accessibility ° w z Detail 4,30.1 0 col an z 0 Convenience Outlets Detail 4,30.2 Data, Tel., Etc. 4.31 - TELEPHONES TAS SECTION 4.1.3(17)(a) - WHERE APPLICABLE A If public pay telephones, public closed circuit telephones, or other public telephones are provided, then they shall comply with this section in the quantities below: 1. If one or more single unit of a type of public telephone is provided on a floor, then at least one of those phones shall comply with this section. 2• If one bank (defined as two or more adjacent public telephones often installed as a unit) of a type of telephone is provided on a floor, then at least one of the telephones at the bank shall comply with this section. 3. If two or more banks of a type of public telephone are provided on a floor, then at least one telephone per bank shall comply with this section. The accessible unit may be installed as a single unit in proximity (either visible or with signage) to the bank. At least one public telephone per floor shall meet the requirements for a forward reach telephone. B. Additional public telephones may be installed at any height. C. Unless otherwise specified, accessible telephones may be either forward or side reach telephones. TAS SECTION 4.1.3(17)(b) - WHERE APPLICABLE A. All telephones required to -be accessible shall be equipped with a volume control. B. In addition, 257., but never less than one, of all other public telephones provided shall be equipped with a volume control and shall be dispersed among all types of public telephones, including closed circuit telephones, throughout the building or facility. C. Signage displaying the International Symbol of Access for Hearing Loss shall be provided at each telephone equipped with a volume control. TAS SECTION 4.31.3 - MOUNTING HEIGHT (REFERENCE DETAIL 4.31) A The highest operable part of the telephone shall be 48" maximum above the floor where a forward reach is required, and 54' maximum where a side reach is allowed. B. If the forward reach is over an obstruction 20" to 25" deep (with knee space equal to or greater than reach distance), the maximum height shall be 44". C. Maximum height shall be 46' for side reach over an obstruction 34" maximum high and 24' maximum deep. LW_J 11 d a d I a 11 " i 30 x 48 clear T v 0 f u floor space for I side access o � w 00 d' n M 0 30• x 48e 1 clear floor) w o � o I space for I N 1 front I L access) �* N - 4.32 - FIXED OR BUILT-IN SEATING AND TABLES TAS SECTION 4.32.2 - SEATING A If seating spaces for people in wheelchairs are provided at fixed tables or counters, clear floor space of 30' x 48" shall be provided. Clear floor space shall not overlap knee space by more than 19`. TAS SECTION 4.32.3 - KNE E CLEARANCES A If seating for people in wheelghairs is provided at fixed tables or counters, knee space at least 27" high, 30" wide, and 19" deep shall be provided. TAS SECTION 4.32.4 - HEIGHT OF TABLES OR COUNTERS A The tops of accessible tables and counters shall be 28" minimum, and 34" maximum, above the finished floor. 4.34 - AUTOMATED TELLER MACHINES TAS SECTION 4.34.2 - CLEAR FLOOR SPACE (Does not apply to drive -up ATMs) A Clear floor space shall comply with 4.2.4 to allow a forward approach, a parallel approach, or troth. TAS SECTION 4.34.3E - REACH RANGES (Does not apply to drive -up ATMs) A -Forward approach only: fgntrols within the forward reach specified in 4.2,5. B. Parallel approach only: Controls, within unobstructed reach range from clear floor space at furthest point, of protrusion of the automated teller machine or surround per table below: Reach Depth Maximum Height Reach Depth Maximum Height Reach Depth Maximum Height in inches in inches in inches in inches in inches in inches 10 or less 54 15 51 20 48 1/2 11 53 1/2 16 50 1/2 21 47 1/2 12 53 17 50 22 47 13 52 1/2 18 49 1/2 23 46 1/2 14 51 1/2 19 49 24 46 4.35 DRESSING AND FITTING ROOMS TAS SECTION 4.35.2 - CLEAR FLOOR SPACE A A clear floor space allowing a person using a wheelchair to make a 180-degree turn shall be provided in every accessible dressing room entered through a swinging or sliding door. B. No door shall swing into any part of a required turning space. TAS SECTION 4.35.4 - BENCH A Every accessible dressing room shall have a 24' x 48" bench fixed to the wall along the longer dimension. The bench shall be mounted 17" to 19" above the finished floor. TAS SECTION 4.35.5 - MIRROR A Where mirrors are provided in dressings rooms which are not required to be accessible, then in accessible dressing rooms a full-length mirror, measuring at least 18' wide x 54" high, shall be mounted Ln a o ing a view to a person on the bench as well as to a person in a to np ition. Y IF THE APPROVED PLANS ARE DAMMED, A NEW aU.UNIITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING 2.1 - PROVISIONS FOR ADULTS AND CHILDREN TAS SECTION 2.1,1, MOUNTING HEIGHTS FOR ADULTS AND CHILDREN A. When children under high-school age (typically 14 or 15) are the primary users of a building or facility, mounting heights and reach -ranges of various elements, fixtures and equipment listed in the table below shall be adjusted to meet the needs of the appropriate age group. B. When facilities serve children under the age of four, the lower dimensions shall be used, except water closet seat heights may be lower than 14" but not higher than 15'. Ages: 4 thru 10 or 11 Ages: 11 thru 14 or 15 Grades: Pre-K thru 5 or 6 Grades: 6 thru 8 or 9 Reach Ranges Frontal Approach 42" max. 45" max. Side Approach 48" max. 51' max. Ramps and Stairs Top of Handrail Gripping Surface 28" - 34" 30" - 34" Elevators Car Control floor Buttons Frontal Approach 42" max. 45" max: Side Approach 48" max. 51" max. Emergency Communications Highest Operable Part 42' max. 45" max. Platform lifts (Wheelchair Lifts) Controls/Operating Mechanisms 28' - 42' 28" - 45" Drinking Fountains and Water Coolers Frontal Approach Spout Height (to outlet) 32" max. 34" max. Knee Clearance 26" min. 27" min. Side Approach Spout Height (to outlet) 32" max. 34" max. Water Closets Top of Seat 14' - 15" 15" - 17" Grab Bars 28' - 30" 30" - 32' Flush Controls 42" max. 44" max. Urinals Rim of Basin 14" max. 16" max. Flush Controls 42" max. 44" max. Lavatories and Sinks Rim or Counter Surface 30" max. 32" max. Knee Clearance 26" min. 27" min. To Faucets From Front Edge 18" max. 20' max. Mirrors To Bottom Reflective Surface 34" max. 37" max. Bathtubs Top of Seat 14' - 15" 15" - 17" Grab Bars 28' - 30" 30" - 32" Hand Shower Head Mounting 42' max. 45' max. Shower Stalls Top of Seat 14" - 15" 15" - 17" Grab Bars 28" - 30" 30" - 32" Hand Shower Head Mounting Frontal Approach 42" max. 45" max. Side Approach 48" max. 51" max. Storage Frontal Approach 42" max. 45' max. Side Approach Distance from wheelchair 0" - 10' 48' max. 51' max. 10" - 21' 42" max. 45' max. Controls and Operating Mechanisms Highest Operable Part Frontal Approach 42' max. 45" max. Side Approach 48' max. 51' max. Telephones Highest Operable Part Frontal Approach 42" max. 45' max. Side Approach 48" max. 51" max. Fixed or Built-in Seating and Tables, Reading and Study Areas, and Work Stations Height of Tables or Counters 28' - 30" 28" - 32" Knee Clearances 26" min. 27' min. Dressing and Fitting Rooms Top of Bench 14' - 15" 15" - 17" Food Service Lines Top of Tray Slide 30" max. 32" max. 4.1.2 - ACCESSIBLE SITES AND EXTERIOR FACILITIES TAS SECTION 4.1.2 (5) (a), ACCESSIBLE PARKING SPACES A If parking spaces are provided for self -parking by employees or visitors, then accessible spaces complying with 4.6 shall be provided in each such parking area in conformance with the table below: Total Parking in Lot Required Minimum number of Accessible Spaces Total Parking in Lot Required Minimum number of Accessible Spaces 1 to 25 1 201 to 300 7 26 to 50 2 301 to 400 8 51 to 75 3 401 to 500 9 76 to 100 4 501 to 1,000 2 percent of total 101 to 150 5 1,001 and over 20 plus 1 for each 100 over 1,000 151 to 200 6 B. One in every eight accessible spaces, but not less than one, shall be served by an access aisle 96' wide minimum; and shall be designated "van accessible" as required by 4.6.4, EXCEPT when all required parking spaces are provided in conformance with "Universal* Parking Space Design. MEMNON PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO RANDALL = PORTERFIELD ARCHITECTS, INC. A.I.A. 4 IL Ydc 49 ' q- ca 0 "S a= z � 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 261.316.6920 fax NOTE The information contained on this sheet is condensed from the Texas Accessibility Standards of the Architectural Barriers Act - Article 9102, Texas Civil Statutes - Effective April 1, 1994. It is intended as a general guideline to aid in the construction of accessible elements and spaces for the handicapped. Not all information shown may be applicable to this Project and all nformation related to thisspecific Project may not be shown. Consult your copy of the Texas Accessili ity Standards of the Texas Architectural Barriers Act for additional information, or visit the T.D.L.R. on the web at: www.license.stote.tx.us All parties are encouraged to retain and review the applicable statutes and not rely solely on these guidelines. No representation, guarantee or warranty is made by Randall -Porterfield Architects, Inc. with respect to the informotion provided in these accessibility guidelines. Revisions N0. DATE DESCRIPTION_ _ J 0 B NO. 01040q-006 CAD NO. DATE 07/06/01 SHEET NO. OF: JUL 08 2009 5 ... TA5-2 SIGN CANADA STREET (00' R.O.W.) Jogging S Walking Trails pP— — — — — — N 03°nZ2"W ®. i o ® - rn ! � '{ Mil � ,r4 ' .• J� _ `'I _ : h���' yV_n s a ©'I . ' i i `ni Lo . 0�I 001 I ( W N! �I 00 0 p h. Ol 5 o, O 0'_ p '5 0 s 0 'S a es O 0' ;6 pa es 0 Cr I " Parking "B": 41 0 o{ 5 po es 0 f0 - 5 p es 0 f0'� j5 po es O 0 + 5 pa _. ,� 2 a � iC rt r,ti m 8MdaCFla 5 pa as 0 10'� 5 p ea O 10'i i5 pa ea O 0 ,5 pa _. Parking nG ll: 58� 5 as p 0 10'i ; 5 p as O 10 as pa ; ;5 pa 0 0' I �3 as O 10., �� \ - •� T °1r fq `t 9f ♦ 7.P 25.30' _. "C°� o 0 5 Q' m o , a I r e 'o ego T.P. 24.20`% V w. M, T-P. 25.20' 25.30' 9 t� /. _ : ©► `des® � 10 Mod > fIra Detention r r 44 ®�WIN MMM Detention Area 15'—O" Detention Area - -� .—.—.—. S 03°06'54" E—.—.—.—.---.—.—.—.—._.—.—m---•----- — — —. Key Notes; PVC Drainage Pipe 10' x 6"s (Typical) Length May Very a Some Locations Parking Paint Stripping Re; A-1.2 Play 5rovnd $ Equipment (Not in Contract) C4 Batting Gages (Not in Contract) Re; Electrical 51te Plan H/C Parking Re; 6/A-1.1 C� Picnic Areas "Tables" (Not in Contract) !\ Crosswalk Point Stripping w/ 45a Cross Hatch 12"o.c. For Nidth (see Plan) Foot Bridge (Not In Contract) Score Board - Fields 1,2,5,4,1,10 Spectrum S5.g108-UC2 / Fields 5,6,7,E Spectrum SOAIIO>UC2 Re; Specifications 10 Spray Plaza (Not in contract) Outline of Existing Paving l�e�end; Concrete Paving = Dugouts Paving Area - 20 ® 54q Ea. = 6,g80 Sq,.Ft. ' Bleachers Paving Area - 20 a 4al Ea. = 41,620 5ci,.Ft. I Concrete Paved Walkways Area = 15,052 5q,.Ft. - Ref; Detail A-1.2 6' Hide Concrete Trailways x Linear Foot = 2,202 Lin.Ft. Fields Soil Area (4" THICK) FIELDS 1 8 2 1,121 x 2= 14,254 5�,.Ft. FIELDS 5 4 4 5,982 x 2= "7,4164 5q•.Ft. FIELDS 5 = 10681 aq.Ft. FIELDS 6 = 10,2g1 agR.Ft. r FIELDS -7 8 & q,670 x 2=Iq,540 Sq•.Ft. FIELDS q @ IO 2,c144 x 2 = 5,888 °'>q,.Ft. Total Area 65,415 E,q•.Ft. Fields Grass Area FIELDS 1 8 2 25,201 x 2= 46,405 Sct.Ft. FIELDS 5 4 4 56,556 x 2= '12,672 5R.Ft. FIELDS 5 = al,7415 5ci,.Ft. FIELDS 6 =106,'152 5R.Ft. FIELDS 1 8 65,8.75 x 2 = 15-7,145 5q,.Ft. FIELDS q 6 10 24,6015 x 2 = 4q,5gO Sq,.Ft. Total Area 414,106 5q.Ft. i Parking Schedule Parking "A": 41 i Parking "B": 41 Parking "GI': 58 „` O! i Parking 'V': 52 i Parking "E": 50 OT Parking T": 54 "0": i,l Parking 54 Parking Total: 540 Includes 10 H/0 5pace5 1 ,<L \ ` i 2510"-- i L" 100 �1 Ni Note: Existing ! Detention Area i Ditch o! I 1 Oj SITE PLAN 1 SCALE: V = ISM -a GENERAL NOTES: I. PARKING LOT PAVIN6 15 IN BID PACKAGE I AND 15 EXI5TING. IT SHALL NOT BE IN BID PACKAGE # 2. 2. ALL REQUIRED CIVIL WORK 15 IN BID PAGKASE I AND 15 EXI5TIN6. 5. REFERENCE BID PACKA6E #1 FOR CIVIL DRAWING5. r S v r f� i { PROPOSED NEW PARK FACILITY FOR PEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 HID PACKAGE 'FIFO RANDALL -- PORTERFIELD ARCHITE-ITS, INC. A.I.A. &�Pc® A�Cc°�"r rr 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax Revisions NO. DATE DESCRIPTION JOB NO. OW515-011 CAD NO. DATE 07/6/041 SHEET NO. 04 JUL 0 8 2009 OF: I ��I.O il 55'-0" ALUMINUM FLAG POLE (T' TO 5 1/4") ALUMINUM COLLAR SEALANT 5000 psl CONCRETE 10 " GALV. SLEEVE GROUND SPIKE - WELD TO BASE PL. SCALE: 5/8" = 1'-0" 2/A-1'I ACCESSIBLE SIGN RE. SITE PLAN 4/A-4.1 4" WIDE AISLE TO COMPLY PAINTED WITH ACCESSIBLE ROUTE STRIPES RESTRICTII ZANY MAX DIRECTION N.TS. N.T.S. ACCE55. 10ARKIN6 SCALE: 1/4" = 1'-0" NOM. SCHEDULE 40 STEEL BOLLARD. HOT DIP GALV. O AFTER FABRIGATIO. FINISHED m GROUT SOLID AND PAINT, SURFACE TYP. CONCRETE FOOTING —I u ® RUMFOR ENCL05URE DETAIL SCALE: 5/8" = I'-O" n m m 4 /4" 4 1/4" 1 tV fN _ a FINISH GRADE TOP OF . FOOTING iN NOTE: - ALL 516N HARDWARE H. D. GALV. COLORS: iv ESERVE PAVING ACCESSIB e^ PARKING SPACE . $50-200 FINE WITHOUT VEHICLE PERMIT - TEXT 6 BORDER - GREEN BACKGROUND - WHITE R 1 1/2" SYMBOL - WHITE ON BLUE 6^ roll (TYPJ BACKGROUND AOCE5515LE FARK I N5 51 C N NOT TO SCALE i'-0" 14'-0" NOM PROVIDE ONE ON CEMER OF E" PM OM TACE 1. :0. 5,-0. I. y I I I � ICI J CONMVE H x r..r Um EVRO L Y Du. NOTE: RE WPM: MQW EON WNUFAMURER ANCHN NODS !E+DlwR PER VEW19TM FM UWACIURFR CONCRETE WHEEL STOF NOT TO SCALE -roll r- PIPE BOL ARP - TYP. - RE q/A-1.1 - CHAIN LINK FENCE: WITH PRIVACY SLATS - RE: 5PEC5 2 0 51CHED. 40 GATE FRAME 5" 4) SCHED. 40 P05T W/ THREE (5) DELUXE OFFSET I' -roll MALLEABLE IRON HINGES --- PIPE BOLLARD - TYP. - RE: 4/A-1.1 a� 8/A-Li (�) OUMP5TER ENGL05URE DET,41 L 1'-0.. 50ALE: 1/4" = 1'-0" NOTE, 1 BLEACHER PADS SHALL BE lb' WIDE X 30' LONG. (REF. MASTER SITE PLAN FOR LOCATION AND QUANTITIES). 2. ALL BLEACHER PADS ARE 4" THICK 5000 P51 CONCRETE (LIGHT BROOM FINISH) WITH 2" MINIMUM SAND FILL WITH #3 REINF. 24" O.G. BOTH WAYS ON PLASTIC CHAIRS. FINISH GRADING SHALL BE WITHIN 5" OF FIN15H SL:A13 GRADE BLEACHER - LAN SCALEi N.T.S. BLEAc"Ems BY *NATIONAL RECREATION SYSTEW '''►�.��ii� . R�IN LINK OR HORIZONTAL AND RAIL ASSEMBLY OR EOUAL AS APPROVEDI,i♦iii• .�i�RAILINC, BY CbDE SLOPE 1181" PER FOOT 2XIO SEAT l/1 DETAIL5 TIER BLEACHER 1 Q dJ 1 1/4" ALUMINUM PIPE GUARDRAIL OR HDG FENCE A55EMBLY COMPLETE WITH HANDRAIL5 PER 05HA AND ADA REQUIREMENTS 6'-0" WHITE SYMBOL BLUE BACKGROUND - V - 4 Q H/G 5"rMBOL DETAIL, NOT TO SCALE IX4 RUBBER JOINT FILLER 20'-0" O.G. OR AS SHOWN ON PLAN SIDEWALK TO BE SEALANT (5HEPLER Rb42 REMOVABLE REINFORCED WITH EXP. JNT. GAP) #5 16" o.c. BOTH N 5/8" x 2'-0" DOWELS AT EXPANSION JOINTS ` - (EVERY 20'-011) a m SI WALIG .,, 5000 i GONG. H NOT TO SCALE I x 4 RUBBER JOINT FILLER WITH SEALANT (FORM UNNG TOOLED JOINT - MAX, 60" O.G. REMOVABLE GAP) ® 20'-O" YS OR A5 SHOWN ON 51TE PLAN - O.G. OR A5 SHOWN ON USE 1/2" x 1/4" GROOVER SITE PLAN TOOL #5 x 24" § EDGE 16" O.C. • e REINF. ® MID -DEPTH ZIL DETAIL FMC COATED CHAIN LINK FENCE - WITH PRIVACY SLATS - RE, SPECS 2" 0 SGHED. 40 GATE FRAME 5" 8 SGHED, 40 POST W/ PLAN 1/4' STEEL BRAGINC, fr H THREE E (5) DELUXE OFFSET RE, PLAN RE, PLAN PLAN CHAIN LINK FENCE WITH PRIVACY SLA75 --- — ----------- —'-- ------------ �� ��� `♦ STD. FENCE GAP �� �� ♦ TYR 5" ROUND POST � ♦ i i ♦♦ ---H I I H--- -- -- --- --o- --------------- l ROLLER AT EACH 6ATE .-ni 1 j 1 I ^•I-� -D'�ui.".i t r 1I I I DROP PIN LOCK 4U GALV. PIPE V-MVM I I IN CONCRETE FOR DROP PIN Ul 't(OM AND CLOSEDPO51TON5I I 1 l V L L P-O" NOTE, H.D. 6ALV. GATE FRAMES P-O° AFTER FABRICATION NOTE: PROVIDE PRIVACY VINYL SLATS AT GENERATOR AND DUMP5TER AREA5 ONLY. PERIMETER FENCE SHALL BE i'-0" H. AND FVC COATED ON FABRIC ONLY. ® CHAIN LINK GATE - T''FIGAL SCALE: W&I = 1'-O" 24 GA. PRE -FIN. BRK. MTL. DRIP EDGE FLA5HINO ALL SIDES 8" X IS GA, "G' J5T H.D.G. FA501A FRAME BOLTED THRU FENCE P05T W/ 10 H.D.G. BOLTS CONT. ALL SIDES qq/ 06�� N ��� //, f°®�/r��f��, O�On, 4� C��e GA. PRE -FIN. BRK. L.,DRIP EDGE A5HIN6 ALL SIDES X IS 6A. "G" J5T H.D.G. FASCIA :AME BOLTED THRU FENCE POST 9 0 H.D.6. BOLTS CONT. ALL �)E5 X IS GA. "0" J5T ® t T-roll O.G. MAX. �P.G. FASCIA FRAME BOLTED THRU FENCE )5T W/ 1 4) H.D.G. BOLTS X 18 GA. "0" JST H.D.6. 7ERMEDIATE BETWEEN ZT5. .L VERT. P05TS SHALL BE 5" 4) ,HD. 40 H.D.G. ® t -V-6" O.G. MAX. X #q 6A, CHAIN LINK FABRIC, )P SELVAGE BARBED AND TWISTED )TTOM SELVAGE KNUCKLED NYL COATED - COLOR AS APPROVED ' ALUM. SURFACE MOUNT BENCH �,TIONAL RECREATION SYSTEMS" SURF. MNT. W/ BACKREST i" X 12" 4) CONCRETE FOOTING. IBED FENCE POST 52" INTO )OTING. PU6OUT 5GTI0N SCALE: 1/2" = 1'-0" , s , r � : 4 ,I h J PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO RANDALL -1 PORTERFI19LD ARCHITECTS, INC. A.I.A. Agc. 0 505 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax Revisions NO. DATE DESCRIPTION JOB NO. 080815-011 CAD NO. DATE 0110(olOq SHEET NO. �JUL 08 2009 ; OF:. A41 o- 25'-O" 1 A 6ENERAL MOTES I. ALL DIMENSIONS TO FACE OF MASONRY, FADE OF STUD, OR COLUMN CENTERLINE UNLE55 OTHERWISE INDICATED. 2. FINISH FLOOR FOR CONCESSION AND RESMR OM AREA GALLED 25."I5' FINISH FLOOR FOR PAVILION GALLED 25.65' FOR P.E.B.M. BASE PLATE5. 100'-0" 50'-O" 25'-0" Ilk im 4= i 25'-0" 501-01, qq'-O" 100'-0" 0 4, D1�10PR,011,�D 0 Cy4�O� 4�//s'1,a� E h QUA v SGRLC: VIP" = 1'-0" NORTH 0 ry O N Q N N 4 N I 1 PROPOSED NEW PARK FACILITY FOR 1PEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO mm ■ ■II RANDALL " PORTERUD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 261.316.6920 faX I Revisions I JOB NO. 080613-011 CAD NO. DATE 07/06105 SHEET N0, OF: JUL 08 2009 ■ I. ALL DIMENSIONS TO FACE OF MASONRY, FACE 01= STUD, OR COLUMN CENTERLINE UNLESS OTHERWISE INDICATED. 2. FINISH FLOOR FOR CONCESSION AND RESTROOM AREA GALLED 25.?5' FIN15H FLOOR FOR PAVILION CALLED 25.65' /A-5.0 IF THE APPROVED PLANS ARE MODIFIED, A NFy11 SUBMITTAL THE CITY IS PEQ, JIREL, P;;IOR TO THE CHANGE OCCURRING 2/A-4.0 /A-4.0 PAVILION 00 0 E K NEI B6CL 5/A-6.0 —'I IN /A-5.0 N d- N OPEN HALF BLOCK (TYP) HALL LEGEND 5" x 5" X 16" ROCK -FACED C.M.U. SCORED (INTEGRAL COLOR) W/ 5EALER 00 00 5" x 5" X 16' C.M.U. (FAINT) 11P�OPEN HALE BLOOK (TYF.) 1 - PARTIAL fLQQR FLAN SCALE: 1/4" = I'-O" NORTH NOTE: RE: 2/A-3.0 FOR REFL. CEILING PLAND AND ROOF PLAN PROPOSED NEW PARK FACILITY FOR NEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 HID PACKAGE TWO RANDALL .- PORTEIMELD 'i ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6080 281.316.6920 fax ' Revisions ' JOB NO. 080813-011 CAD NO. DATE 01/06/oq SHEET NO. JUL 0 8 2009 53`r`: I a-2. 10'-01. L U I'-Ik 25'-O" ie 12'-0" =Nn JACK OPERATOR HIGH LIFT JACK OPERATOR HIGH LIFT "OVERHEAD DOOR" MFR. SERIES #416 "OVERHEAD DOOR" MFR. SERIES #416 HEAVY DUTY COMMERCIAL 16 GA. STEEL DOOR HEAVY DUTY COMMERCIAL 16 GA. STEEL DOOR HOT -DIPPED GALVANIZED WITH 3" STEEL TRACK 02 HOT -DIPPED GALVANIZED WITH 3" STEEL TRACK 13 GA., DOUBLE END HINGES, MODEL "L" (20:1) 13 GA., DOUBLE END HINGES, MODEL "L" (20:1) ELEC. OPERATOR WITH 3/4 H.P. MOTOR, ELEC. OPERATOR WITH 3/4 H.P. MOTOR, WITH PUSH BUTTON CONTROL. WITH PUSH BUTTON CONTROL. ELECTRIC SENSING EDGE ENCLOSED IN WEATHER ELECTRIC SENSING EDGE ENCLOSED IN WEATHER SEAL m BOTTOM AND PHOTOELECTRIC SENSORS FOR BOTTOM AND PHOTOELECTRIC SENSORS FOR AUTOMATIC OBSTRUCTION DETECTION AUTOMATIC OBSTRUCTION DETECTION AND REVERSAL OR STOP TRAVEL. AND REVERSAL OR STOP TRAVEL. m WIND STORM REQUIREMENTS & IMPACT RESISTANT WIND STORM & IMPACT RESISTANT d 4 NOTE; HARDWARE BY ALLOWANCE mm � 3'-0" X 7'-0 X 1-3/4" 18 GA. GALV. H.M. DOOR IN 16 GA: GALV. H.M. FRAME 3'-0- X 7'-0 X 1-3/4" SOLID CORE (PAINT) w/ METAL THRESHOLD DOOR (PAINT) D W/ 9/16s LAMINATED GLASS VISION PANEL 04 IN WOOD FRAME (PAINT) WIND STORM & IMPACT RESISTANT O , a U t- � NWI PILLS 3'-0" X 7'-0 X 1-3/4" 18 GA. GALV. N.M. DOOR IN 16 GA. GALV. H.M. FRAME 5'-0" X T-0 X 1-3/4" SOLID CORE (PAINT) w/ METAL THRESHOLD 81-FOLD DOOR (PAINT) 05 W/ 9/i6s LAMINATED GLASS VISION PANEL 0 6 IN WOOD FRAME (PAINT) DEAD BOLT & PRIVACY LOCK �N Ll o NOTE; r' 18'x24" ALUM.LOUVERED VENT A/C CLOSET DOOR 3'-0" X 5'-0 - 9/16" LAMINATED GLASS 2'-0" X 7'-0 X 1-3/4" SOLID CORE COMBINATION VENT w/ SCREEN 07 DOOR (PAINT) WINDOW IN METAL FRAME PAINTED O IN WOOD FRAME (PAINT) A AT 7-0" HD.HT. "I WIND STORM & IMPACT RESISTANT DOOR I$ WINDOW SGHBDULB Scale: 114" = V-O" NOTE: DOOR HARDWARE BY ALLOWANGE RE: 5PECIFICATION5 MN ' • �I '00—T0��0 AdjOleives �/ RE OyABLE AP 0 Kitchen #3 WkeFV1150Cab41ets(TNp) 2 RestRoom #4 IN7tERIOR BLE\/A7ION5 Scale: 1/4" = V-O" is�t"�u o ` 5�A 5 I , Rest Rm ry 5 I/2" ! - ! �Fg i — 2' Furr at ®Wall Q r �reakR®om j 5pacei I 12 b I 5/8' Plijwood m lit 4/^-2.11 2 „ 3 A 2.2 1 I .lob Tilt Kitchen L I Work, Work 5ho -Amf{km Fetlfrced Plastics : , „ ' Blj Owller Arco � W p /ry t4oddi �; 5-3842-WRH Nerlfy I -p 0 ' i11 C/ VI M' Irdl� D�� ADA I t #5 I ' 25.65 3 =0 `iYfrify Roxj -Open) _ (Y i F.E. I F F xv o L- --= ----- ---- -1 - 2,517 I I Tn r Storage Shelves m 0 4 I I 0,7 0 4 0 5 ; ey owner 5YwoOD O 1 I INISH (PAINT) TOTAL S Q. FT. _ _ I _ _O 1 0 _ _ _____ 5�oroge,� Storage Shelves -' -' �p 1 5tora e GI05. `� 11 5tora9e Clog. 05 storage ShelYeS _oa 5 -- - 7. 05 Say #1 Bay #2 'V-2" 4'-6" 1 '-2" 6' NOte 11 Attic Access I 30' x 30' Min. PIpood Scuttle Door 0 6 I I 0 t tic 9t aga \-- h Wood Franc „ , �Ge w/ 2' Ridged Insulation 31 in 18' GIg HE. RE: ELECTRICAL DWCS. 8 O ice Meeting Room I i ELECTRICAL TRANS. ABOVE RE: ELECTRICAL DW55. 2 _ 1 31/2' RIRR OUT ® END WALL A/A-2.2 FOR CEILING 5TRXRrZ ABOVE 2" R" at ®V1all - 5tora e I 1 Q 5 5/8' Sheet Rock 5/F Shoot Cock II F oy Owner p 5tor ves I I '' SNtALL FIN�(PAINT) 12'xl0' OverNew oor 01 IO'xl0' OverHead Door 0 2 ■■■■■■ ■■■ ■ 1■ ■■ ■1 r iq'-5" 25'-0" m m `t 4 m v� Q I I6'-10" Qi 3/A-4.3 d) HALL LEGEND 8" PRE-ENGINEERED METAL BUILDING WALL FRAMING ■ ■ ■ ■ ■ a" PRE-ENGINEERED METAL BUILDING WALL FRAMING W/ INSULATION 3 1/2" WOOD STUD WALL5 WITH R-13 BATT INSULATION 3 1/2" WOOD STUD WALLS HDA GRAIN LINK FENCING TO ROOF 5TIMME ABOVE L\3. Cate A 3' e 3' Gate Bay #5 Ball Field Association 5190610 pac HDA GRAIN LINK FENCING TO ROOF STRUCTURE ABOVE a m 4 d N -addibbb.- 7/A-40 ROOF LINE ABOVE =1fT —� A ROOF LINE T.P. 25.5' T.P. 25.5' ABOVE T.P. 25.5 I/A-4.3 _ - - T.P. 24.6' 1,_4„ ( 4 10 -O -O' 10'-O" 8„ --4-5 - ------------------ ---- -1 ui RE: 9/A-Li RE: q/A-I.I — RE: I/A-I.I T.P. 25.6' ~ T.P. 24.3' T.P. 25.6' m o DrlveWay m T.P. 25.47' 4 Q , 25'°O" I' -I„ GO�ePy z MA I NTI=NANGE BUILDING 1=L00R PLAN T.P. 25.0' z AScale: 1/4" B 4a. Cm y. QNOTE: OCCUPANT LOAD (IBC 2006 - TABLE 1104.1) REQUIRED FOR BUSINESS GROUP "B" Kence y NO Les innnPRIMARYR SPACE AREA RrLuvn EAL IN . FT. R OCCUPANT SQNFT. = 14 OCCUPANTS Base Resilent Cove Base M-1 24"x 36" Mirror Dimension of Reflective 5urfc SECTION 2902.2 SEPARATE RESTROOM FACILITIES EXCEPTION SGA Shower Curtain Rod Assembly- 2. SEPARATE FACILITIES SHALL `1 B-204-1, B-204-2 PTD Paper Tower Dispenser- Bobrlck B-262 NOT BE REQUIRED IN a/4.PLYkIXO TOP FemToSTZOECR l UNA. FffER TO 5Tid1CTLRA. FRP Fiber -Glass Reinforce Panel STRUCTURES OR TENANT SPACES 2x4COM. W/ ALUM. TOP, BOTTOM AND SEAM TRIM WITH AT TOTAL OCCUPANT LOAD, TPH Tollet Paper Holder Bobrlck 5-2140 INCLUDING BOTH EMPLOYEES GB -I 36" Long Bar-8-6106 x 36 AND CUSTOMERS, OF 15 OR 2xwoEnnrs rs,ew oc. LESS. ; ot+o.REF9irasTTv Turw PTD 5.5. Hall Hung Trash Holder Bobrlck B-3g42 I ' GB-2 42" Long Bar-8-6106 x 42 I! a v2' R la anTr neNtAnox IM B TO R.AN Fat LOCATION SH5 Shower Seat Bobrlck B-517 . _ OBL.2 X 4 TOP RATE ■■■■■■■�r■u■■■■■■■i■■r■■e■■ru■■u■NOTE:GEILIN6THI5AREA5!{AILHAYER-198AII IWAATION � scl�� ■ =xr � I N 15�f SGf��DUL� SDOTW,4LL5 SCH INDICATES WHICH WALL RELIEVES D FINISH. EIN FLOOR BASE ^ C GE I L I NO E 1AI DOT CENTER INDICATES All WALLS z A Y�' TO RECENE FINISH F s N N < < w $-. v-. z 4 NO. ROOM NAME n n g z a mi In0- z f I—g HOT. NO REM/ARK5 NO. I MEETING ROOM • • • 8 -O" i - 2 OFFICE • • • 8'-O" 2 - 3 KITCHEN / BREAKROOM • • 8 -p 3 - 4 5 RESTROOM STORAGE CLOSETS • • • • • 5'_0„ 4 WATER RE515TANT BD ON WET WALL5 3 4 6 _ ATTIC ACCE55 GLO5ET • • 8'-O" 8'-O" 5 6 - - 5 ? SECURE 5TORAGE CL05ET • • • 8'-O" - 6 8 GARAGE / WORKSHOP AREA • _ • i 8 i 03 IO'XIo' OverHem Door 0 2 1 ■ ,.. SECTION r 8 U Ht. I I-' ----- 5C+0XW WW PIN SK 1ffHt To ■ � kjlt Above �®� Y, I � yyy FRU5H scrsxa.e ■ �� , ....I , $ 5/8' THICK OYMM wNAWARD PLAN TREA7H7 2 x 4 DMOH RATE i 8' GIg Ht. I`I j ; VIEW xt PL.W FASTIM AT 7-0' OA. W jaKH • LI ks (TYPJ d to R r3 aATT rtqunON REFM TO PLAN FOR LOCATION ■ - � � s _� 8 - 3' x q' r t Raof Paleis e r I L %AIG Yent i 18' cl Ht. scmx w anSE ■ I ' PLATE SECTION FASTBet AT 2'��HA aRM Note, r ■ Hotel Attic Access Cellhq of &rage B Open to Roof Deck scisuEo FLOORMa ■ / LINE OF SLAB AX. vent K2xRdg dhI Ion tb r ■ L t h Attic Above - I MR10R KALL 5EGTION Ale vent 8' GIg Ht. A/G vent , ` r SCALE: I I/2 8' CIg Nt is j t _ riiiiiQ NOTE: NO SEPARATION REQUIRED FOR BUSINESS GROUP "B" A/C Vent V A/C Vent A✓G Vent I IBC TABLE 600 TYPE V-B CONSTRUCTION BEARING INTERIOR I I WAILS REQUIRE 0 (ZERO) HOURS OF FIRE RESISTANT RATING ■ ■ 'f■■■■■nr■■r■■n■rr■■■ ■rir■aa■rur■■r■■rt MA I NTENANGr- BU I LID I Ne R=1=Li=GTBi�) Cr-I L I Ne FLAN PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO L ME 10 NMI PORTERFIELD :TS, INC. A.I.A. 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281,316.6920 fax Revisions NO. DATF nrcrDIDTIAKI ARC. TF!FAPp% to THECITYWS S NoF/S pCC� PR/ pR U 7/15/09 ADDENDUM #1 JOB No. owm-oil CAD N0. DATE 01106/0"1 � 40 SHEET N0 8 JUL 21 2009 I OF: � w, 53 A-z2 '0m REFLECTED C I L I NO FLAN Scale: C66 o 0 04�, ®oOU� 0 l 0 : c PART I A Scale: I/V = P-OH Ho A,9S )//J/.) O� �NF Cq` wdd� / ,pjumaah�//fie �h(61�� bi17g/s nsta C? Loo, tic Z n Tnv 1 LI IIvvV VLVMIvv IN "HYDRO -STOP" APPLIED ROOF RE: SPECS. CONC 55I ®N ROV= NK GATE - ROOF DECK ACCE55 CHAIN LINK FENCING TO ROOF STRUCTURE A5O\/E P.E.B.M. TO PROVIDE EMACING FOR FENCING. PLAN NORTH f. 1 .- PROPOSED NEW PARK FACILITY FOR NEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO RANDALL �, PORTERFIELD ARCHITECTS, INC. A.I.A. ed 9 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax Revisions NO. DATE DESCRIPTION JOB NO. 080813-011 CAD NO. DATE 01106/oq SHEET NO.,, q I OF: R JUL 08 2009 55 ��%. METAL R06E VENT BY F.E.B.M. PRE -FINISHED E+REAK METAL END WALL GAP BY P.E.B.M. 6RAPHIGS (BY OWNER) 12 51ope CHAIN LINK FENCING TO ROOF 15 STRUCTURE ABOVE 2X TRIM P.E.S.M. TO PROVIDE BRACING FOR T yJ>>,� ,. IXIO T IM FENGIN6. . Side Bal Par PRE est - ENGINEERED - METAL BUILDING R PANEL S.r( Y`\ f�r' r , z s (r. ' 7s ) C. /{,>, \{" y C r✓ I l/ � i(J li � �'\ RAKE TRIM BY P.E.B.M. l\ _` -..\ �' / ,:Y Cn �r`��„/�ry`�,y;,�y ''jJ'. �' �� r ✓ "r�iv� I (.. y�7 �,�' � % ,jy y ! O lC rR%, {�i>� tyJY Cti •C (i'1 !SY ,.. , <{� .Ci n (.. Y'., ,.'1.. .. :Y ` ..:?S. n\ ... 'r'_... ., ;..' ... ...,! .Sr �••J. :. Y.(p ,..S`<iY ��l:C: PLT. HT. Electronic Sign Electronic Sign AT PARAPET (BY OWNER) — — 2X4 TRIM (BY OWNER) i - I SCORED AND ROCK -FACE GMU "FE H ITE" F ATERL ------ ---- --- ------------ --- ! HILL COUNTRY WHITE SAVE TRIM, i f t = _. q. j CUTTER AND — tT —�- .I I DOWNSPOUT F GALL F.F. I - 25. f5' Concrete Curb 2 " BOUTH ELEVATION SGHEDULEV EERL CE P4 SHUTTER SCHEDULED vERVIGE WINDOW P.LAM. SERVING COUNTER Scale: I/4" = I'-O" h'p °OQi O/,�STEA Fo Eo wO Oo /lilin/let wa// Ums/ p�aah��b reh(6�s bi'79i has/s4uir�,�q 06 � /O�yFor �®9����� METAL RIDGE VENT BY F.E.B.M. PRE -FINISHED BREAk: T/Z9lye METAL END WALL GP.P BY P.E.B.M. 61RAPHIGS (I3Y OWNER) 5/8" MDO PLYWOOD (PAINT) ��'/�O O� 12 Slope 3 2X TRIM RAKE TRIM BY F.E.B.M. Ile Side Ball y - ENGINEERED METAL BUIL D G - P IN R ANEL 4 t IX4 RIM \ 25 \� Alf l � �, � r r x r y Y �' � � , r l l (.' T� � :<;�.� / � � ' _� ' r r l( AY l� / yF, /( ;`, = : . = , <.. , .., ,:: GHAIN LINK FENGIN6 TO ROOF STRUCTURE F R GTURE ABOVE P.E.B.M. TO PROVIDE IX4 TRIM BRACING FOR FENGIN6. ry PLT. HT. Electronic Sign e .c Sign (BY OWNER) 2X4 TRIM xPgr NNE (BY OWNER) _ 2X4 TRIM r —am on loom 71 SCHEDULED ROLLDOWN SHUTTER t® < '.- I EAVE TRIM, __ i ., _ b i.._ CUTTER AND DOWNSPOUT Xff1 i_ BY F.E.B.M. SCHEDULED ROL LDOWN SHUTTER r i� on- . I <t GALL F.F. 4' '_ I Concrete Curb r _iV Open Half Block SCORED AND ROCK -FACE GMU "FEATHERLITE" I _ HILL COUNTRY WHITE �*mw ON SCORED AND ROCK -FACE GMU "FEATHERLITE" i 1�1`�Ofi�T HILL COUNTRY WHITE Scale: 1/4" = P-0" PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO I `� PORTERFIELD�' 'TS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281,316.6920 fax Revisions I JOB NO. 080M-011 CAD NO. DATE 07/061001 SHEET NO. 10 OF: i 513 i JUL 0 8 2009 METAL RIIPC7E VENT 5r F.E.E.M. 0101 REP AND ROCK- 7, F_ HILL COUNTRY WHITE :2 - EAST EL.EVA710N SCALE: 1/4" = V-0" V-50 MV0 PLYWOOD (FAINT) AT PARAPET -F.LAM. BERVICE COUNTER Conc.. Curb \_eCHEMULEV DOOR DOWNSPOUT "-EAVE TRIM AND CUTTER BY F.E.D.M. -'0 0 110 "41 0/' 0 lizo EAVE TRIM AND GUTTER BY P.E.B.M. Ar=5T ELEVATION SCALE: 1/4" = 1'-0" 518 MV0 PLYWOOD (FAINT)-':" AT PARAPET 0 Service Counter - CALL F.P. 25.'15' SCORED AND ROCFACE CMU HILLACOUNTRY NHITIf V.S. A, PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO RANLNone DAUl3 PORTERFIEID ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax Revisions NO. DATE DESCRIPTION JOB NO. 05OV5-011 CAD NO. DATE 06/21/Oq SHEET NO. OF: JUL 08 2009 5'1 A-4.1 Parapet Common Hall - to Pavilion Roof Pook MEN 0 Moto] Siding "R" panels 4'X*VCHAINLINK GATE - ROOF PECK A(:C!2=99 /see Monuf.s soer'.s 4 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . —5/410 MVO FL*Y'HOOr. (FAINT) — — — — — — — — — — — A PARAFE I — — — — — — — FLT. HT. -4N 76" SCORED AND ROCK —FACE Cmu i 1- "FEATHEIRLITE" HILL J. -J! -�L- COUNTRY WHITE J. ....... ......... . ... . ..... j" ... ....... . CALL F.F. ....... :2.r=A5T ELEVATION RE5TROOM CONCE5510N SCALE: 1/4" = V-0" Parapet Common Nall - to Pavilion Roof Deck SCALE: 1/4" = I'-011 rrvlc,e Counter SCHEmuLtz.m Pooml Metal siding "R" Panels PROPOSED NEW PARK FACILITY FOR NEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO lRANDALL Noll - PORTERFIELD ARCHITECTS, INC. A.I.A. AR co tu 0 111� 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax Revisions NO. DATE DESCRIPTION JOB NO. 050513-011 CAD NO. DATE 06/2c[/Oq SHEET NO. 12 OF: I JUL 0 8 2009 A�4.2 By Pre -Engineered Mti. Bldg. Fabri2ior 2— E A 7 E L E X AT 1 O N Pre -Fab Concrete Splash Blocks ® Ea. Down Spout (TO Scale: 5/16" = I'-O" 0 Wall "R" Panels M ROOF SLOPE � I "25N Metal Down Spouts 0 20' o.c. Average Bg Pre -Engineered Mti. Bldg. Fabricator Pre -Fab Concrete Splash Blocks ® Ea. Down Spout{Typ) FF - NQR7H M.F.\/ 47I ON Scale: 5/16" = I'-O" Pre -Fab Concrete Splash Blocks m Ea. Down Spout (Tgp) Ref, Section Detail 2 _ u F.F. = 25.65' 'ATION r "v 5 - AAL.L SECTION - scale: 1/2" = P-O" Prre-cngineerea mi. viag. raoricmor Fab Concrete Splash Blocks ® Ea. Down Spout (TO Ref; 5ectlon Detail 2 - WALL 5ECTION -- L/11�t1RIr eC— #a E.B. RAKE TRIM P.E.B. R Panels PER FRAME METAL I^IALL "R" PANELS 0 20' o.c. Average Mtl. Bldg. Fabricator Splash Blocks yp) 7 - HALL SECTION - 6ARA6E #8 Scale: 1/2" = I'-O" ti LL l` PROPOSED NEW PARK FACILITY FOR IY EST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO ■ ■■i RANDALL PORTERFIELD ARCHITECTS, INC. A.I.A. es a Agee 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6080 261.316.6920 fax . Revisions NO. DATE DESCRIPTION 01. 5.4.9 Deleted Some Windows JOB NO. OW515-011 CAD NO. DATE 7/06/oa SHEET NO. OF: 1 JUL 0 0 2009 A--4.3 Overhang -1.20 6'-0" Conc. I Walk (Typlcal) ■ Parapet Common Wall - to Pavilion Roof Deck (011111111111111 METAL RIDGE VENT BY P.E1.5.M. See Roof Plan 4 Roof Framing Plan Ghainlink Fencing Ghainlink Fencing to Bottom of Roof Decking to Bottom of Roof Decking ®Pavilion ® Pavilion / 5.10 X y` t came 6.20 (By Monuf) > -� Note: 4.24 ---■ All Structural Framing Members Shall be Hot -Dipped Galvanized 4.26 CA5F.F. 1/A-6 s mwO' 3.53 ■ 06 05 WOMEW5 R.R. CHASE 05 WOMEN'S R.R. ' 4.27 4.27 , t 1 t 2/A-6 r r„� r„<> 04 MEWS R.R. 1 ri s� 5.10 t 1 � o ry � PLT. HT. - t -- to GALL F.F. 25.'I5' 2/A-6� �•► rlxa I ■ OI VEST. Oi CHASE 04 MEN'S R.R. Parapet Common Wall - to Pavilion Roof Deck See Roof Plan 4 Roof Fromina Plan Sul L;� I Ne 5GTI ON Scale:" = 1'-0" H.D.G. Rigid Frame BY P.E.B.M.. 4.24 4.26 12 Slope 3 PURLIN5 BY, P.;E34 \ \ RAFTER EXTENSION 4RF� ors r° � 5RUG TTURAL © rye cy �� U � r�4Z 7.20 R PANELS AT WALL u f�� b� Ch �s.J� KEY NOTES p� ain re dud �irn4/�p� , �6st 4�ir60' 3.53 CONCRETE FOUNDATION - RE: 5TRPYG�1`L�.Qf;ilGS EGG �J 4.24 G.M.U. BOND BEAM - RE: STRUCTURAL DRAWI N6S 4.26 W x V X lb" ROCK -FACED G.M.U. SCORED (INTEGRAL COLOR) PU SEALER 4.27 8" x 8" X Ib" G.M.V. RE: FINISH SCHEDULE 5.10 HOT DIPPED GALV. q GA. CHAIN LINK FENCE WITH COMMERCIAL 6RA12E SCHED. 40 HOT DIPPED GALv. PIPE AND HARDWARE 6 20 2x8 5TUD WALL a 16" O.G. 6.24 ATBALL SEAMS AND EVeE51(FAIHOOD BATTENS 6.25 2x8 TREATED PLATE RE: STRUCTURAL 7.05 R-Iq BATT INSULATION 7.20 24 GA. METAL ROOF AND WALL FINISH - R PANEL - KYNAR FINISH BY P.E.B.M. 7.35 PRE -FINISHED MET. FLASHING Overhang Rafter Ghat EAVE TRIM,-' GUTTER AND DOWNSPOUT BY P.E.B.M. 7.05 Slope to Drain, ypioai All Sides (1/4" Per. Foot Max), —.- 7 Gone. 24PARTIAL 5 GiION Scale: 1/4" = P-0" F PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO !;RANDA Nme LL ` PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM VO NORTH LEAGUE CITY, TEXAS 77573 281,332.6680 281.316.6920 Fax Revisions NO. DATE DESCRIPTION JOB NO. 05OW-011 CAD NO. DATE 01106/0q SHEET NO. 14 OF: JUL 08 2009 A_5.O GALL 25:15' - WALL SECTION - WOMENV5 #5 Scale: 5/4" = 1'-0" ,ND .T. HT. _ METAL R06E VENT BY P.E.B.M. 04 MEN'5 a, eP Ve• , a a• e' 'a �ae •7 P.E.B.M. TO PROVIDE BRACK FOR HALL IF THE APPR ARE MODIFIED, A TO THE CITY IS h, TO THE CHANG HOT DIPPED CAL VANIZEL FASTENERS REQUIRED ON A�TREATED WOOD Minimum six-inch (611 walls shall be requlrs where drain, waste & v plumbing is installed. 2 - WALL 5EGTION - RESTROOMS Scale: 5/4" = I'-O" PRE -FINISHED 3 - WALL 5EGTION - JAK # 8 Scaler 5/4" = I'-0" ♦11,A1 n1111 ./CNT KrzY V NOTES 3.53 CONCRETE FOUNDATION - RE: STRUCTURAL DRAWINGS 4.24 G.M.U. BOND BEAM - RE: STRUCTURAL DRAHIN65 4.26 W x 6" X I6" ROCK -FACED G.M.V. SCORED (INTEGRAL COLOR) HV SEALER 4 21 W x 6" X W C.M.U. RE: FIN15H SCHEDULE 5.10 HOT DIPPED 6ALV, a 6A. CHAIN LINK FENCE WITH COMMERCIAL GRADE SCHED. 40 HOT DIFFER 6ALV. PIPE AND HARDWARE CHAIN LINK FENGIN6 TO ROOF STRUCTURE ABOVE P.E.5.M. TO PROVIDE BRACING FOR FENGIN6. 6.1 ( 2 X 4 KDAT WOOD TRIM (PAINT) 6.18 2x #1 KDAT 5YP TOP GAP (PAIINT) 6.19 2x10 5YP #2 RAFTER a 16" O.G. 6.20 2x8 5YP #2 a ib" O.G. 6.23 I X 4 KDAT HOOD TRIM (PAINT) 6.24 ATGALL 5 AMS At DOER 51(FAINTOOD BATTENS 6.25 2x8 TREATED PLATE RE: STRUCTURAL 6.251 DBL. 2x8 TREATED TOP PLATE RE: STRUCTURAL 6,26 5/4" TH. 5/0 PLYWOOD HITH I X 2 KDAT HOOD BATTENS AT ALL SEAMS AND ED6E5 (PAINT) . b,21 1/2" TH. BIC PLYWOOD (PAINT) 6.28 5/6" TH. A/B PLYWOOD GEILIN6 WITH I X 2 KDAT HOOD BATTENS AT ALL 5EAM5 AND EDGES (PAINT) 6.2a 5/8" TH. B/C PLYWOOD GEILIN6 (PAINT) 1.05 R-IQ BATT INSULATION 7.10 51N6LE PLY ROOF PER SPECIFICATIONS 1.20 24 6A. METAL ROOF AND WALL FIN15H - R PANEL - KYNAR FIN15H BY PED.M. 7 g5 PRE -FINISHED MET. FLASHING 13.01 PRE-ENGINEERED METAL BUILDING STRUCTURE (HOT DIP 6ALVENIZED) RE: SPECIFICATIONS 15.02 PRE-ENGINEERED METAL BUILDING R-PANEL FOR HALL FIN15H 13.03 PRE-ENGINEERED METAL BUILDING TRIM 0 f IL 6.24 •O p mIv- N SCHEDULED ROLL DOWN SHUTTER — SCHEDULED SERVICE HI (V CALL F.F PLT. HT. �Q. V 004 wpm Ak 71 08 GONGE5510N I �" TH. PLYHD. TOP W/ PLASTIC LAMINATE COUNTER 8 SHELF BOTTOM CABINET ADJ. SHELVES 26 ',a °. a •G d 4 - HALL 5EGTION - GONGE.5510N # 8 Scale: 5/4" = I'-0" T s PROPOSED NEW PARK FACILITY FOR yfEST SIDE .PARK La Porte, Texas 3800 Canada Road, 77571 BID PACKAGE TWO RANDALL =-� PORTERFIELD ARCHITECTS, INC. A.I.A. »=a 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 fax Revisions NO. DATE DESCRIPTION JOB N0. 080813-011 CAD N0. DATE 07/06/oq SHEET N0. 15 I '- OF: � JUL 08 2009 r., r. Ilk Top - 11pital Q Line Poet, top, gaiv. Top - typical - ,p v spaces O 24' oz. 6aly. ehamlink Fencing r - - 2' x wq Ena, Chaln Iink fabric wq 6a. Alum. Wrea Tlea 1 5/6' OD. TOP Ralf Top eeivage barbed tnd twlated 4. OD. 6ato Pocks F- Spaced O 24' oc. ai C gaiv. o 227 40t. Bottom selvage knocked Oq.ilw/Pt. J 15/8" OD. Top Rali `z'i/B• OD. IANI Coated - color Am approved Q gaiv. O 227 w/Pt. 6KV -g - hook O comer Poste alv. OS:Tew/Pt. bona V to - W 2 51 wOD. Line Postt }. t. Lot/ch P D. O 5.9q w/M, gaiv. - u, W Tanelon band gale. provision 2' x wq 9a. core mesh z nl r LL Terolon I'm - galy. 0 Per- padlock tcohoa evivcge barbed - � � - Fulcrvm Latch � Trvaa Rod - 5/6' Bottom selvage knuckled IL Provision Par padlock 4 51 We �dla. gaN. adJ. - a V' wq Cia. Lino Font ties, <piv., 15'o.c.. A 'C 11 Oj all OD. lnts welded to make rIgId 111 1 1 4' x 8• Grade beam m iramo, Ovoids get (2) coats of CRC. gaiv. I I I i 15/H• OD. bottom roll i I1 I - w5 rebpr, contlmrcva m I f t I f I I 1 - 111 I e z.2T w/Pt, i I I 1 7 2. OD. Prame fill \_ - I i f I All Jolnb are I I I I 12"dla, x 56' daep Z 7/8. OD. IlI ge- I I I I 1 11 I 111 -1� q• dla. x 24' chap, tyl>. Por 4' height, W 1 I welded to make I I I I cone. Poster OW oat o5.7q o/Pt. I I I I I I I I 1 5/6" OD. bottom tali 1 11 1 12" dlo. x 24" deep, hp. 1 11 1 i I t I a rigid Prang 111 1 gaiv. I I I I I I I o 2-7 *Rt• L1J LLU 96•. deep for 6' to b' Nights LL_ LuJ Holds W; LW I II I I ii i 10'-0" MAX. SPACING ' i cook. oP CRG - - I U I 12"56 die x 24' deep, t�yyppe� Par 4' height, LLIJ L W 56• chap Pa b' to erhelghta 0VOU8LE &ATE OUTP I ELP 45ATE S LL I EL PELAGE 50AI-Et 1/4" - 1'-0" - O SCALE, 1/4" - 1'-0" O SCALE, 1/4" - I'-O" . FIFE 5/4" PIPE DETAIL21, FiELPp rrw _ PIPE AMINe ,�;; . . 10* . FRAME POLE FAINTED 00 goo•LEFT FIELD FOUL POLE O.O• !¢¢.! REVERS .- DETAIL 'IN4 R16HT FIELD FOUL POLE 0.OA• .•❖• 0 OUTS I ELLP PENCE SCALE, 1/4" - 1'-O" SCALE, NONE O 4'-0" dJ 4-4- VARIES PER FIELD OHOME PLATES SCALE, 1/4"-.1'-0" . CIRCLE FENCING NOTE5: 1. CORNER POST 3" O.D. x O' LONG (HOT DIPPED GALV. SCH. 40) SET IN 12" d HOLE WITH A SET IN DEPTH OF 56" OF CONCRETE. 2. DOUBLE OUTFIELD GATE ASSEMBLY A5 SHOWN IN DETAIL "A". GATE POST 4" O.D. SEAT SAME AS CORNER POST. 3. LINE POST - 2-1/2" O.D. x q' LONG (HOT DIPPED GALV. ECK 40) SET IN W O.D. HOLE WITH 36" OF CONCRETE TO ACHIEVE A 6'-O" HIGH FENCE. fTop - Typlcal 4. FENCE RAILS - PROVIDE TOP, MIDDLE AND BOTTOM RAILS CONTINUOUS ON Galy. Chainlink Fencing ALL FENCIN6. RAILS SHALL BE I-5/8" O.D. 6ALV. NOT WEIGHING LESS wq 6a. Alum. Wires 'nos THAN 2.21 LBS./LF. PROVIDE APPROVED 6ALV. CONNECTORS AND P05T Spaced O 24" o.c. at CAPS. Galy. Ghaln Link Fencing _ - 5. FOUL POLES - 4" O.D. x 16' 6ALV. PIPE PAINTED, SET 4' IN 12" (P HOLE WITH 4' OF CONCRETE AS PART OF FENCE LINE P05T SYSTEM. #q 6a. Lino Post 2 518" Did. 10' o.e. b, FENCE FABRIC - 2" 9 6A. WITH PVG EXTRUDED FABRIC, 14 TO 15 MILS (COLOR - DARK BROWN). PROVIDE ALUMINUM (I 6A) TIES 24" 0,0. MIN. HORIZONTAL AND 15" O.G. VERTICAL (MIN. 5 TIES EACH POST). FABRIC KNUCKLE SHALL BE CAREFULLY ALIGNED AND SECURED ALONG TOP RAIL TO AVOID ANY PROTRUOIN6 FABRIC OR KNUCKLE ABOVE TOP RAIL. 1.. BACKSTOP P05T. - 4" O.D. x 25" LONG 5GH. 40 6ALV. PIPE SET IN 12" 0 HOLE 5' DEEP IN CONCRETE Tonslon band Tonslon bar -gaiv. 5, BACKSTOP FENCE FABRIC ASSEMBLY - PROVIDE V 6A. (PVC COATED COLOR - DARK BROWN) FIRST 10' THEN q 6A. AS SPECIFIED FOR REMAINING BACKSTOF AREA. 6aly. chain Link Fencing q. SINGLE ENTRY GATE-.5'-0" x (Verify Ht. as Per Ball Fie(d) -2" x wq 6a, Chain Link Fabric HEAVY DUTY GALV. FRAME WITH Top Selvage Barbed and Twisted WELDED CORNERS. PROVIDED MALLEABLE HEAVY DUTY HINGES HITH Bottom So edge Knuckled Vinyl Coated -Color as Approved LOCKABLE GATE HANDLE. ALL FENCE FABRIC TO MATCH OUTFIELD FENCE. 10. PROVIDE GALV. BOLTED HANGER AT EACH P05T FOR DUGOUT ROOF CONSTRUCTION OR THRU BOLT WITH (2) 1/2" d GALV. CARRIAGE BOLTS. 11. FRAMED OPENING 3'-0" x 7'-O" IN DU60UT FENCE, (2) OPENINGS AT EACH DUGOUT (24) TOTAL OPENIN65 FOR (4) FIELDS 12' DIA. HOLE -1(V WITH CONCRETE 12. 01.16OUT POST - CORNER AND LINE P05T TO MATCH TYPICAL POST SPEC. ABOVE EXCEPT ALL POSTS ARE SET 3'-0" IN CONCRETE TO ACHIEVE A . TOP RAIL HEIGHT OF 1' AND APPROXIMATELY 6" EXTENSION ABOVE. SCALE, 1/4" - 1'-O" 40" to E m SCALE, NONE ARE IF py��p �o0/F Ro �1 /V T THE 1RU, A R pu T TyF cy� � U " 1/TT� 5:; 7 PROPOSED NEW PARK FACILITY FOR NEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO mono 5NRANDALL " PO ARCHITECTS, INC. A.I.A. ed 0 ' * 1006 SOUTH SHORE DR. CLEAR LAKE SHORES, TEXAS 77565 (281) 334-5535 (281) 334-2933 fax Revisions NO. DATE DESCRIPTION _ JOB NO. 06090-011 CAD NO. DATE 6110610q SHEET NO. 16 OF. '1 JUL 0 8 2009 i Ail w0 12' M& .— �Nail 1- i ,�' pen Spaces co cna, f- WOMENS R.R. ROOM #05 2-WOMENS R.R. ROOM #05 SCALE 1/4" = P-O" MEN'S R.R. #06 SIM. SCALE 1/4" = P-O" 011I �.., '.19 FyII► Gam► 5- MENS R.R. ROOM #04 SCALE 1/41, = I'-O" SCALE 1/411 = 11_011 v v Protective Sleeve C ® MENS R.R. ROOM #04 SCALE 1/4" = P-O" 7LtRL= 1/�+ = I -V" IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING "OT DI EPP D AG LV ArlIZED FASTENERS REQUIRED ON ALL TREATE_WOOD - 5 - WOMENIS R.R.ROOM #05 SCALE 1/4" = P-O" i4 MENS R.R. ROOM #04 SCALE I/4" = I'-O" stud Minimum six"inch �6 fired walls shall bwas e &vent w eve d ng is installed. 4- YVOK.�N'5 K.R. ROOM #05 .SCALE 1/4" = P-O" An I Guml . /Cr - -.. ... .-- ..... .- .- Iy vvnvwvlvll FGDOM SOS \ /GNT-I SCALE 1/4° = P-O" I SCALE 1/411 = I'-011 RE5TROOM EQUIPMENT 5P 50AP DISPENSER "BOBRICK" 5-4112 GB-4 42" GRAB BAR "BOBRIGK" 8-6206 X36 GB-3 5611 GRAB BAR "BOBRICK" 15-11 X42 / A,� 20"X36" MIRROR ABOVE EACH LAVATORY \/ 40" MAX. FROM BOTTOM EDGE TO FINISH FLOOR (DIMENSIONS OF REFLECTIVE 5URFACE) "BOBRIGK" 5-210 GH-1 GOAT HOOK WITH BUMPER (MTV. AT 48" AFF). BOBRICK 5-2116 INSIDE DOOR TPH TOILET PAPER HOLDER "BOBRICK" 15-2888 RPT ROLL PAPER TOWEL DI5PEN5ER "BOBRICK" 8-2560 RRP SOLID PHENOLIC GORE RLAM. VENEER RESTROOM PARTITION GNT SOLID PHENOLIC GORE P.LAM. VENEER COUNTER TOP, SPLASH AND APRON RE; DETAIL 4/A-9w GNT-i J" PLYWD. GORE P.LAM. VENEER COUNTER TOP, SPLASH AND APRON lI,I 1r i ;I DOT.IN CENTER INDICATES ALL WALLS N TO RECEIVE FINISH III -■ , 11. EXTERIOR KALLS SHALL BE SCORED AND ROCK -FACE u 1INTERIOR 0MU KALLS SHALL BE PAINTED. ALL INTERIOR ,■2. c1011' CORNERS SHALL BE SULLNOSE I" RADIUS. IX4 NO. I KOAT.- CROM MOLVINr, u , AIS OO _ .. HOOD . M._ 1 1 -5. 4. RIImiumow ONLY ALL NoN-coLoREp INTERIOR KALLS Is CMU IN RE5TROOM9 SHALL BE PAINTED CMU. • RrMAR1<5 No c-� um 0om� .. SHUTTER SHUTTER HOUSING �i SERVING COUNTER-1 4'-4"R.o. 4 q � P F.F._.. _.__._ ___..__ F.F. EXTERIOR ELEVATION INTERIOR ELEVATION (D4'-4" W. x 4'-0" H. O 4'-8" W. x t &-O" H. 'ROLLAV RUI H16H SECURITY ROLL ON. SPUTTER "ROLLAV RLL55X H16H SECURITY ROLL ON, 5UM CLEAR ANODIZED ALUMINA FINISH (MAN/ALLY OPERATED) CLEAR ANODIZED ALUMINIM FINISH (MANIALLY OPERATED) WINDSTORM APPROVED W/ INTERIOR I LOCK WINDSTORM APPROVED W/ INTERIOR II LOCK HOUSING SHALL BE ON EXTERIOR HMIN6 SHALL BE ON INTERIOR 0 t- O1 5/4" TH I& GA. HOT DIP GALVANIZED HOLLOW METAL DOOR W/ 4" WIRE 6LA55 VISION PANEL. PRIMED / PAINT 14 GA. H.D. GALV. HOLLOW METAL FRAME (PAINT) EXTERIOR W/ WEATHER STRIP. MAT-11tal Efflb,92 IWIMM"011,142�! SHUTTER HOUI 1 I SERVING 1 4 aRo. 1 4� COUNTER 0 T TY F.F..._._.. ® 4'-4" W. x 4'-0" H. ALUM. FRAME "G.R. LAURENCE GO. INC." GLR - SGDW SATIN ANOD. SELF CLOSING, W/ 4" LAMINATED GLASS ? ,ti t ' ' PROPOSED NEW PARK FACILITY FOR PEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO W5■ ■■l RANDALL ` PORTERFIELD ARCHITECTS. INC. A.I.A. PL r �' 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6080 281.316.6920 fax Revisions NO. DATE DESCRIPTION JOB NO. 051 CAD NO. DATE 07/06/0q SHEET NO. 17 1 OF: JUL 08 2009 n LIVE LOADS USED IN DESIGN: 1, ROOF.............................................................................................................20 PSF 2 MEZZANINE/STORAGE.............•,,,,,•„•.,•,,,•.............................., ......., ....50 PSF 3. WIND -IBC ------- ._ v. uv,.................................................. :............................... 1 vry C. IMPORTANCE FACTOR, IW............................................................................110 D. EXPOSURE CATEGORY .......................... :.............................................. I ....... -C E. ENCLOSURE CLASSIFICATION .......................................... PARTIALLY ENCLOSED PROJECT NOTES GENERAL 1. NOTES ON THIS PAGE SUPPLEMENT THE SPECIFICATIONS, REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, 2. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. 3. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL DRAWINGS. 4. VERIFY OPENINGS THROUGH FLOORS, ROOFS, AND WALLS WITH ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS, 5. ANY DISCREPANCY OF INFORMATION DESCRIBED ON THE STRUCTURAL DRAWINGS, SPECIFICATIONS, OR ANY INFORMATION SHOWN ON OTHER DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER FOR CLARIFICATION. 6. PRE-ENGINEERED SYSTEMS AND COMPONENTS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURERS I RECO MENDA SPECIFICATIONS, RECOMMENDATIONS AND S ECI (CATIONS, SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. 7. THE OWNER SHALL INDEMNIFY SHELMARK ENGINEERING, LLC, AGAINST ANY LIABILITY ASSOCIATED WITH THE UNAUTHORIZED REUSE OR MODIFICATION OF THE CONSTRUCTION DOCUMENTS, CALCULATIONS OR OTHER INSTRUMENTS USED IN THE PRODUCTION OF THESE DRAWINGS WILL NOT BE PROVIDED FOR ANY USE WHATSOEVER, EXCEPT AS REQUIRED BY BUILDING OFFICIALS IN THEIR PROCESS OF ISSUING A BUILDING PERMIT, SUBMITTALS 1, FURNISH THREE SETS OF SHOP AND ERECTION DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION, UNLESS THE STRUCTURAL ENGINEER PROVIDES WRITTEN EXCEPTION, THE TRANSFER OF REVIEWED SHOP DRAWINGS TO THE ARCHITECT WITHIN 10 WORKING DAYS OF RECEIPT BY THE STRUCTURAL ENGINEER'S OFFICE, SHALL BE CONSIDERED AS "REVIEWED IN A TIMELY MANNER". ONE SET OF REVIEWED SHOP DRAWINGS WILL BE RETAINED BY THE STRUCTURAL ENGINEER. 2. FURNISH TWO SETS OF CONCRETE MIX DESIGNS INCLUDING STRENGTH TEST DATA AND MANUFACTURER'S LITERATURE ON ADMIXTURES FOR REVIEW BY STRUCTURAL ENGINEER NO LATER THAN 2 WEEKS PRIOR TO ON -SITE USE OF THESE MATERIALS. 3. CONTRACT DOCUMENTS ARE NOT TO BE USED BY ANY CONTRACTOR, SUB -CONTRACTOR OR SUPPLIER AS PART OF THEIR SHOP DRAWING SUBMITTAL. ANY SHOP DRAWINGS SUBMITTED IN SUCH A MANNER WILL BE REJECTED AND RETURNED WITHOUT REVIEW, 4. ELECTRONIC COPIES OF CONTRACT DOCUMENTS WILL NOT BE PROVIDED TO ANY CONTRACTOR, SUB -CONTRACTOR OR SUPPLIER EXCEPT THAT PORTIONS OF THE DOCUMENTS MAY BE PROVIDED UNDER THE FOLLOWING CONDITIONS A. THE STRUCTURAL ENGINEER SHALL DECIDE WHICH DOCUMENTS MAY BE RELEASED ON ELECTRONIC MEDIA, B, THE CONTRACTOR, SUB -CONTRACTOR, OR SUPPLIER SIGNS AND RETURNS A RELEASE OF LIABILITY PROVIDED BY THE STRUCTURAL ENGINEER, AND PAYS THE STRUCTURAL ENGINEER A $100.00 HANDLING FEE. QUALITY ASSURANCE PLAN 1, THE OWNER SHALL EMPLOY SPECIAL INSPECTORS FOR THE FOLLOWING WORK, COPIES OF WRITTEN REPORTS BY THE INSPECTORS SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER. A. FABRICATORS........................................................•............,...,..........IBC 1704.2 B. STEEL CONSTRUCTION.......................................................................IBC 1704.3 C. CONCRETE CONSTRUCTION..............................................•................,IBC 1704.4 D. WIND FORCE RESISTING SYSTEM .......................................................IBC 1706 2. SPECIAL WINDSTORM INSPECTIONS AS REQUIRED BY THE TEXAS DEPARTMENT OF INSURANCE SHALL BE PERFORMED BY A QUALIFIED WINDSTORM INSPECTOR. WRITTEN REPORTS SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER. 3. THE STRUCTURAL ENGINEER OR THEIR ASSIGNED REPRESENTATIVE SHALL MAKE VISUAL OBSERVATIONS OF THE FOLLOWING ITEMS FOR GENERAL CONFORMANCE TO THE STRUCTURAL DESIGN. THE CONTRACTOR SHALL PROVIDE ADEQUATE NOTICE WHEN SUCH ITEMS HAVE BEEN INSTALLED TO THE EXTENT WHICH WILL ALLOW THE OBSERVATION. A. SUBGRADE PREPARATION INCLUDING PROOF ROLLING B. FIRST POUR OF CONCRETE FOOTINGS/BEAMS, C. MASONRY WALL SYSTEM. D. STRAP / CLIP INSPECTION, E. WINDOW / DOOR INSTALLATION. CONTRACTOR SHALL PROVIDE TO SME DOCUMENTATION OF WINDOW MANUFACTURER, SERIES, MODEL AND SIZES FOR TDI CONFORMANCE, OR PROVIDER STORM SHUTTER SYSTEM, F, ROOF AND FLOOR DECKING- INSPECTING PANEL SIZE, AND WELD PATTERN NAIL SIZE, NAIL SPACING AND INSTALLATION AS PER PLANS, G. ROOF SYSTEM. (LE. UNDERLAYMENT, SHINGLES, METAL ROOFING, ETC.) INSPECTING NAIL SIZE AND NAILING PATTERN FOR FELT AND SHINGLES. (CONTRACTOR SHALL PROVIDE SME W/ DOCUMENTATION OF ROOFING MATERIAL BEFORE INSTALLATION.) H. FINAL FRAMING, 1. MECHANICAL - INSPECTIONS PERTAINING TO PROPER ANCHORAGE OF MECHANICAL EQUIPMENT. (I.E. A/C UNIT.) J. PROTECTION OF EXTERIOR OPENINGS - STORM SHUTTER SYSTEM. (CONTRACTOR SHALL PROVIDE SME W/ DOCUMENTATION OF THE MANUFACTURER AND MODEL FOR THE STORM SHUTTER SYSTEM BEFORE INSTALLATION.) CONSTRUCTION NOTES STRUCTURAL STABILITY DURING CONSTRUCTION 1. THE STRUCTURAL DRAWINGS REPRESENT THE COMPLETED STRUCTURE WITH ALL ELEMENTS PROPERLY INSTALLED IN THEIR FINAL POSITIONS, 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION, INCLUDING THE DESIGN, CONSTRUCTION, SEQUENCING AND MAINTENANCE OF ANY SHORING, BRACING, OR OTHER TEMPORARY SUPPORTS OR ERECTION DEVICES AS MAY BE REQUIRED TO PROPERLY BRACE, SUPPORT AND ERECT ANY ELEMENT DURING CONSTRUCTION. 3. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS OR GRADE BEAMS UNTIL BRACING FLOORS ARE IN PLACE, OR OTHER TEMPORARY BRACING IS INSTALLED. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PAINT ALL SURFACES WHICH REQUIRE PROTECTION FROM THE ELEMENTS WITH THE APPROPRIATE PAINT INCLUDING NECESSARY PRIMER COATS AND BACK PRIMING WHERE NECESSARY. SITE SAFETY 1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS TO HIS SATISFACTION BEFORE PROCEEDING WITH CONSTRUCTION. CONFIRM LOCATION OF ALL UNDERGROUND UTILITIES, CONDUIT, CABLE, PIPE LINES, GAS LINES, TELEPHONE AND POWERLINES. REVIEW SOIL TESTING REPORTS AND ENVIRONMENTAL REPORTS, IF A CONFLICT WITHIN THE PLANS IS DISCOVERED, THE CONTRACTOR IS TO NOTIFY THE ENGINEER BEFORE PROCEEDING WITH THE CONSTRUCTION. THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR ANY CONSTRUCTION PROBLEM OR DEFECT CAUSED BY PROCEEDING WITH CONSTRUCTION WITHOUT NOTIFYING THE ENGINEER OF CONFLICTS WITHIN THE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY AND CONFORMANCE TO ALL SAFETY REGULATIONS PRESCRIBED BY FEDERAL, STATE AND LOCAL AUTHORITIES, INCLUDING ADHERENCE TO ALL OSHA REQUIREMENTS IN EFFECT AT THE TIME OF CONSTRUCTION. 3. THE DESIGN, CONSTRUCTION AND MAINTENANCE OF ALL ERECTION OR TEMPORARY SAFETY DEVICES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, 4, THE CONTRACTOR, SHALL IDENTIFY, AND BRING TO THE ATTENTION OF THE STRUCTURAL ENGINEER, ANY DETAIL OR CONDITION SHOWN ON THE DRAWING WHICH IS NOT IN COMPLIANCE WITH ANY FEDERAL, STATE, OR LOCAL REGULATIONS, SO THAT THE STRUCTURAL ENGINEER MAY PROVIDE CONFORMING MODIFICATIONS. NON-STRUCTURAL BUILDING ELEMENTS 1. NON-STRUCTURAL BUILDING ELEMENTS SUCH AS WINDOWS, DOORS, STOREFRONT, CURTAIN WALLS AND OTHER COMPONENTS AND CLADDING ARE TO BE DESIGNED BY THE SUPPLIER TO RESIST LATERAL LOADS AS SHOWN IN THE DESIGN DATA SECTION OF THESE NOTES. ALL CONNECTIONS AND ATTACHMENTS OF SUCH ELEMENTS TOT HE BUILDING STRUCTURE ARE THE RESPONSIBILITY OF THE SUPPLIER AND SHALL BE DESIGNED IN SUCH A MANNER THAT THE LOADS ARE TRANSFERRED TO THE STRUCTURAL FRAMING SYSTEM. SUBGRADE PREPARATION 1, UNDER SLAB FILL SHALL CONSIST OF INORGANIC SILTY CLAYS OR SANDY CLAYS WITH LIQUID LIMIT LESS THAN 40 AND A PLASTICITY INDEX (PI) BETWEEN 10 AND 20 PLACED IN LIFTS NOT EXCEEDING 8-INCHES. THE TOP 1 TO 2-INCHES UNDER THE SLAB CAN BE BANK SAND FOR LEVELING PURPOSES. REFER TO SOILS REPORT NO. 107222 BY BANDY & ASSOCIATES INC. 2. THE ADDITIONAL FILL AND THE TOP B-INCHES OF THE NATURAL SOIL, AFTER SCARIFYING THE TOP 6-INCHES, SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY PER ASTM D-698 AT A MOISTURE CONTENT WITHIN -1 TO +3% OF OPTIMUM. 3. SITE SHALL BE GRADED AND MAINTAINED TO PERMIT POSITIVE DRAINAGE AWAY FROM THE FOUNDATION. SLAB -ON -GRADE 1. THE PREPARATION OF THE SUBGRADE FOR THE SLAB -ON -GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT REFERENCED ABOVE, THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER, 2. SUPPORT SLAB REINFORCEMENT WITH PLASTIC CHAIRS @ 3'-0" O.C.E,W. MAXIMUM. ADDITIONAL SUPPORTS MAY BE REQUIRED AT DISCRETION OF ENGINEER, CONCRETE 1. SLABS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE, ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SUPPORT WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS, UNLESS OTHERWISE SHOWN, ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY ARCHITECT AND STRUCTURAL ENGINEER. 2. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE PREPARED BY ROUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE SHALL BE EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED PARTICLES, OR DAMAGED CONCRETE. AS AN ALTERNATIVE, 2 X 4 CONTINUOUS KEYWAYS MAY BE USED FOR CONSTRUCTION JOINTS. 3. PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE FOUNDATIONS. NO OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE PERMITTED UNLESS THE ARCHITECT'S AND STRUCTURAL ENGINEER'S APPROVAL IS SECURED PRIOR TO THE PLACEMENT OF REINFORCING STEEL, 4. ALL MIXING, TRANSPORTATION, PLACING, AND CURING OF CONCRETE SHALL COMPLY WITH ACI 318-05. 1. ALL CONCRETE SHALL BE NORMAL WEIGHT (NW) AGGREGATE UNLESS NOTED ON THE 'PLANS OR SCHEDULES. 2. CEMENT FOR ALL CONCRETE IN CONTACT WITH SOILS USE TYPE: 1/II 3, CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE: USE 28 DAY STRENGTH WEIGHT CLASS SLUMP t1' Mx. AGGR.SIZE AIR PSI INCHES INCHES % FOOTINGS/PIER CAPS 3000 NW 4 1 0-2 WALLS AND COLUMNS 3000 NW 4 1 0-2 FLATWORK 3000 NW 4 1 0-2 ALL OTHER 3000 NW 5 1 0-2 CONCRETE REINFORCEME;N 1. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL", PUBLICATION SP-66, AND "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, "ACI 318, LATEST EDITIONS, PROVIDE DETAILS INDICATING REINFORCING CONTINUITY AT CONSTRUCTION JOINTS. 2. REINFORCEMENT PROTECTION CONCRETE PLACED AGAINST EARTH.....................................:...............................:........3" CONCRETE PLACED L CED IN FORMS BUT EXPOSED O WE ATHER FATHER OR EARTH; BARS#5 AND SME,LLER........................... :............................ .................................... 1-1/2„ BARS#6 AND LARGER......................................................................................................2„ COLUMNS, GIRDERS BEAMS ............................. ......................................................... 1-1/2" SLABS OR WALLS VOT EXPOSED TO WEATHER OR EARTH ............................................ 1" 3. SPLICES IN REINFORCEMENT ARE NOT PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY STRUCTURAL ENGINEER, 4. SPLICE CONTINUOUS TOP BARS AT MIDSPAN, SPLICE CONTINUOUS BOTTOM BARS OVER THE SUPPORT. 5. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS SHOWN ON PLANS AND DETAILS. 6. ENSURE HORIZONTAL CONTINUITY IN WALLS, FOOTINGS AND GRADE BEAMS, BY PROVIDING CORNER BARS AT ALL CORNERS AND INTERSECTIONS, CORNER BARS SHALL MATCH SIZE AND SPACING OF HORIZONTAL REINFORCING AND EXTEND A MINIMUM OF 36 BAR DIAMETERS BEYOND THE CORNER. 7. PLACE 2-#5 (1 EACH FACE) WITH 2'-0" PROJECTION AROUND OPENINGS THROUGH FLOOR TOPPING SLABS, UNLESS NOTED. 8. WIRE FABRIC REINFORCEMENT SHALL LAP ONE FULL MESH AT SPLICES AND BE WIRED TOGETHER, 9. WELDING OF REINFORCING SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER, 10. DO NOT RE -BEND ANY BARS WITH A YIELD STRESS GREATER THAN 40 KSI. 11. CONCRETE REINFORCING SHALL CONFORM TO THE FOLLOWING TABLE: USE ASTM YIELD, KSI NOTES MILD REINFORCING A615 60- COLUMN TIES A615 60 #3 BARS 40 KSI BEAM STIRRUPS A615 60 #3 BARS 40 KSI WELDABLE A706 60 13. RUSTED REINFORCEMENT WILL NOT BE PERMLTTED, ALL RUSTED REINFORCEMENT IDENTIFIED BY THE ENGINEER OR HIS REPRESENTATIVE WILL REQUIRE WIRE BRUSHING TO CLEAN STEEL AND COATING WITH SIKA ARMATEC 110 EPOCEM RUST INHIBITING BONDING AGENT. MASONRY NOTES: 1. ALL MASONRY MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS OF BRICK INSTITUTE OF AMERICA (BIA) AND NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) AND MINIMUM REQUIREMENTS ESTABLISHED BY LOCAL BUILDING CODE. 2, ALL CONCRETE MASONRY UNITS (CMU) SHALL BE ASTM C-90 TYPE N UNLESS OTHERWISE SPECIFIED BY APPLICABLE BUILDING CODE. 3. CONTROL JOINTS SHALL BE SPACED PER PLANS AND SPECIFICATIONS OR AT A MAXIMUM SPACING OF 40'-0" CENTERS, UNLESS SPECIFICALLY APPROVED OTHERWISE BY ENGINEER. 4, MORTAR: EXCEPT AS OTHERWISE SET FORTH HEREIN ALL MORTARS AND THE MATERIALS THEREIN SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY UNITS, ASTM C270. A) MORTAR USED TO BOND UNIT MASONRY SHALL BE OF TYPE M, S, OR N, AND SHALL COMPLY WITH THE PROPERTY SPECIFICATIONS DET FORTH BELOW; MORTAR STRENGTH PROPERTY SPECIFICATIONS TYPE MINIMUM AVERAGE STRENGTH (PSI) M S N 2500 1800 750 B) THE TYPE OF MORTAR BASED ON CONSIDERATION OF THE LOCATION OF THE UNIT MASONRY CONSTRUCTION SHALL BE AS FOLLOWS: USE OF LOCATION TYPE OF MORTAR BELOW GRADE FOUNDATION AND WALLS M RETAINING WALLS M FIRE RESISTIVE WALLS RATED 2 HOURS OR MORE M OR S EXTERIOR WALLS AND LOAD BEARING WALLS M OR S PARTITIONS M, S OR N SOLID MASONRY UNITS ONE CLASSIFICATIONS LESS THAN THE ABOVE MORTAR OR GROUT UNDER CONCENTRATED LOADS M FENCES M OR S 5. PROVIDE TRUSS TYPE REINFORCING AT 16" O.C. FOR ALL CMU WALLS UNLESS NOTED OTHERWISE. 6. GROUT SOLID ALL REINFORCED CELLS AND BOND BEAMS WITH 2500 PSI GROUT. 7. ALL REINFORCED MASONRY WALL CORNERS AND INTERSECTIONS SHALL HAVE ONE VERTICAL BAR (MINIMUM), FILL REINFORCED CELL (S) WITH 2500 P.S.I. GROUT, REINFORCING SHALL MATCH TYPICAL MASCNRY REINFORCING SIZE' (UNLESS NOTED OTHERWISE) AND EXTEND TO TOP' OF WALL. 8. PROVIDE ONE VERTICAL BAR (MIN.) FIRST CELL EACH SIDE OF CONTROL JOINTS. FILL CELL WITH 2500 P.S.I. GROUT. STRUCTURAL STEEL: 1. CONNECTIONS A. UNLESS SPECIFICALLY NOTED ON THE DRAWINGS BY GIVEN END REACTION, ALL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF A.I,S.C. AND SHALL DEVELOPE ONE-HALF THE SHEAR CAPACITY OF THE MEMBER. B. CONNECTIONS SHALL USE A MINIMUM OF 3/4" DIA A325 BOLTS UNLESS OTHERWISE NOTED. EACH CONNECTION SHALL HAVE A MINIMUM OF TWO BOLTS. C. BOLTS MAY BE INSTALLED SNUG TIGHT AS DEFINED BY AISC, WITH THE FOLLOWING EXCEPTIONS WHICH MUST BE TENSIONED TO THE VALUES IN TABLE 4 OF "RCSC SPECIFICATIONS FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS", 1. WHERE NOTED AS "SC" ON THE DRAWINGS 2. WELDS A. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. B. ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NOTED. C. WELDERS SHALL HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A,W,S. QUALIFICATION TESTS. 3. HEADED STUDS A. HEADED STUD CONNECTORS; CONFORM TO A.W.S. D1.1, STRUCTURAL WELDING CODE, USE 3/4" MINIMUM DIAMETER STUDS UNLESS OTHERWISE NOTED, B. HEADED STUD CONNECTORS SHALL BE AUTOMATICALLY END WELDED IN ACCORDANCE WITH A.W.S. D1.1 STRUCTURAL WELDING CODE, 4. FIELD MODIFICATIONS A. NO BEAM, COLUMN, BRACE, CONNECTION, BASE PLATE OR ANCHOR BOLT MAY BE FIELD MODIFIED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER, 5. DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION, MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN, LATEST EDITION. SHAPE ASTM MIN. YEILD STRENGTH, KSI NOTES ROLLED SHAPES A992 50 BEAMS AND COLUMNS ROLLED SHAPES A36 36 ANGLES AND CHANNELS PIPE A53 35 TUBE A500 GRADE B 46 PLATES A36 36 MISC. A36 36 BOLTS A325 ANCHOR RODS F1554 50 UNLESS NOTED OTHERWISE 6. SHOP PAINT ALL FIELD STEEL WITH ONE COAT OF RUST INHIBITING PRIMER 7. ALL STEEL MEMBERS AND CONNECTIONS EXPOSED TO EARTH OR WEATHER SHALL BE HOT DIPPED GALVANIZED, B. FIELD PAINT WELDS ON GALV. STEEL W/"GALVILITE" BY Z.R.C. OR APPROVED EQUAL. TIMBER NOTES 1. ALL TIMBER SHALL BE SOUTHERN YELLOW PINE #2 KILN DRIED. 2. ALL STRUCTURAL COMPOSITE LUMBER SHALL BE SOUTHERN PINE OR EQUAL W/ AN ALLOWABLE BENDING STRESS OF 2400 PSI, 3. ALL STRUCTURAL COMPOSITE LUMBER SHALL MEET THE AITC VOLUNTARY PRODUCT STANDARD PS 556-73. 4, .ALL STRUCTURAL COMPOSITE 'LUMBER SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH C15-98. 5. ALL FIRST FLOOR FRAMING SHALL BE PRESSURE TREATED TIMBER. 6. ALL FRAMING CONNECTIONS, CLIPS AND HANGERS MADE WITH PRESSURE TREATED TIMBER SHALL BE G185 HOT DIPPED GALVANIZED PER ASTM A653. 7. DO NOT BORE HOLES THROUGH ANY STRUCTURAL BEAMS, GLU-LAMS, OR PRE-ENGINEERED TRUSS. ARE IVQDl�CD PRpIl RD pl/�fV� To A NF THE CITY 1' S'V11TT To THE C�1ANG���c,��RR/� I®�C C3 h'O OA/ TEN of E �L� TR,q 0/ 000 / 47' lA,1 p/um�g9isasf�qu���/�cY 1 JUL 0 0 2009� rn m m ip 1i.1 N o Y \ v 1� 3 �� =m w �r U� J� 0 �1 :) N T W Z="~ �RE&N Lon co w LL � Ww I ry�Cm Z at_= a2 } M �w6 W w t;, o T co ISSUED FOR 7-06-09 CONSTRUCTION OF *. ......................... RICHARD B. ................. EWER ..... V. DWG NtME: GENERAL NOTES DWG, 1 a of g3 S1. 00 JOB NO: 08-339 1 REV: A o-- o-- o-_ 0 e 0 i � r m " C O w m O Ld ¢n 'v\<or U W im o O V) •- . o f/� v A s W 100'-011 Cc ''^^ L0 SLAB O ELEV. 25.20' 11.-•01, T.O. SLAB_ 2 11-01, ELEV. 25.20' n 16/48.. li. W p S201 - e TYP. -- --- —1--r— — -------------------------- — w ' SLAB NOTE #5 HAIRPIN X 32'-6" i (� I ` 4" CONCRETE SLAB — REINF, W/ V TYP, U. LL I SAD US ION, O. OVER 2" (MAX.) (I / O SAND CUSHION, OVER FILL COMPACTED � _ _15'-6° IN ACCORDANCE W/ GEOTECHNICAL o I — REPORT SITE RECOMMENDATIONS. I 18' -- - 0 O N 15'-6" NOTE: FOOTING SHALL BE CENTERED A �/ a UNDER COLUMNS AND CENTERED N W♦ UNDER GRADE BEAMS WHERE THERE ARE 161-611 iMllo NO COLUMNS UNLESS NOTED OTHERWISE 14 1 -10 , ¢ _ NOTE: PERMISSIBLE TO POUR SLAB I JI% MONOLITHIC AT CONTRACTORS DISCRETION __ U _L__—_—___—__—_—_ _\-1.—_____ __ _ _ _-_-_ _ 2 o PROVIDE CONTRACTION JOINTS �'TE 1 iv AT GRID LINES, SEE 10/S2.01 25'-0)/2" 49'-11 ° 25'-0 2" c W a i L Q I N S2.01 T.O. SLAB I T.O. SLAB T.O. SLAB S2.01 it) ELEV. 25.65' ELEV• 25.65' ELEV. 25.65' N ... T ' E0 �_ORCOCES510N5 I II I I I � BUILDING FOUNDA71ON ��'NaN5T.O. SLAB T.O. SLAB Ok ELEV. 25.65 ELEV. 25.65 , z SI Z o oiO CNI Im SEE DETAIL A',-03 - Ld F m k,u I, 4Y CIO - I J ISSUED fOR j IIIr - - --.. - - 7=06-09 CONSTRUCTION q I 1 _...-.....—._ I I N i T.O. SLAB T.O. SLAB ' T T.O. SLAB - - -- --- — M ELEV. 25.65' I ELEV. 25.65' ' ELEV. 25.65 .'1—--__•—`-- == \ , I , ._"----'--__--_----------•`={' , DETAIL .. C 0 T.O. SLAB 1 -0" ELEV. 25.30' T.O. SLAB ------..___..------...---___--- I S2.01 ELEV. 25.30' ILI 100-011 nnvk i - S'p�E OF %,In1 ........ ............i� RICHARD B. EWER j A' Q `. ...8... .. 982 /O N \\\ DWG N . - - PAVILLION JUL 08 2009 FOUNDATION PLAN f' DWG; PAVILLION FOUNDATION PLAN o 1 SCALE: A =1'-O„ Z S 0 � � 1 JOB NO: 08-339 REV: A SLAB NOTE 4" CONCRETE SLAB — REINF. W/ #3 ® 15" O.C.E.W. OVER 2" (MAX.) SAND CUSHION, OVER FILL COMPACTED IN ACCORDANCE W/ GI REPORT SITE RECOMME NOTE: FOOTING SHALL UNDER COLUMNS AND UNDER GRADE BEAMS ' NO COLUMNS UNLESS 0- N 6" 9'-5%4" 3'-7 V8„ �� 10'-113�4„ 10'-113/4" 3 0 EEO /A OR���O����'pA o�HFC�y14 /` ,y�rgsp�g/y5 G' CONCESSION STAND FOUNDATION PLAN SCALE; V4"=l'-O" 0 O1 '- n m o to Ski � W cY� W Q 00 (aj •— a o N = m c> Ix ISSUED FOR 7_06-09_.__, CONSTRUCTION J PqE OF TF.�\1 ' RICH B; EWER 5 98208 DWG NA E: CON CES ION STAND FOUNDATION PLAN DWG; 2 0 : op " slm02 JOB NO: 08-339' REV: A O } m w lii \ -j 3 ooi• W U x = o O 0 .- o V) v W � 49'-11" 5'-11}2" 38,_0•, 5•_1.1}2" ci VJ O n� 3 2 4 2 3 S2.03 S2.03 S2.03 S2.03 S2.03 OE-2 W � U 3__ _ _ __ _ 2 --__ ______ ___ �ILJ.7 - - - - - - 4 3 F 52.03 S2.03 V � 1kL z = �a�(( fX-i - m W } z S V Ws No a0 C � i. W F • ISSUED FOR 7-06-09 CONSTRUCTION 3 S2.03 �d F*O Tye,_ __ IDIDIDJJ EDJILOIftL ___ __ - • __ _ y �P�E OF rEk�4 NOTE RICHARD B, EWER ALL ROOF FRAMING IS 2x10 No.2 S © 16"cc U.N.O. / 98 08 $SW �! EN5 ,.•'���"�" JUL 082009 DWG NA E: CON ESSION STAND ROOF FRMG. • CONCESSION. STAND ROOF FRAMING PLAN DWG: 21 0F9; SCALE: Ya„=1 '-0„ S1 . 03 JOB NO: 08-339 REV; A w r. m N m CAD" m 0 W Q f� R' W x m 0 0 to o N U at 5'-1 1)/2" 38'-0" 5'-1 1}y22" W U) IL W W LJL 'a0zo ' to W U C i) M 0 LN W a U� �z (zq0 f' Z N :) � W g N I: f0 Wz ILDori = lt! M } 01. mjZ w 3No oar W co ISSUED FOR 7-06-09 CONSTRUCTION TYPE 1 8" CMU W/#6 ® 32"-P�E,FF TFt� TYPE 2 C 8" CMU W/#5 0 48" /*,.......�......... TYPE 3 8" CMU SPAN HORIZ, JUL 0 8 2009 CONCESSION STAND CMU WALL PLAN 0 SCALE: y4"=l'-O" Z RICHARD B. EWER ......... I ..... I .... 1... T._ 98208 : A DWO NAME: ONCESSION STAND CMU WALL PLAN DW6: Z2 4>r.53 s 1004 JOB NO: 08-339 1 REV; A w b t`O II m v w o O cn o to v 77'-3" fl_ W 1'-1y2„ 7'-11" 1T-1„ 5'-534„ 19'-6Y4, „ 4. 25'-O" 1 1y cr W E" O LW RN 52.02 18 54 52.0218/54 _H\ / _ • 18 54/- � • S2 02 12/36 • • TYP. U.N.Oy ! / \\ I i // II I I T I 1'-2" 1'_2„ III II F� I I I 1 i TYP. 1W. 111 1 I I • 'I 1 I 52.02 E j .& 52.02 \ / fill_ I \Q02 � i � 4SB NOTE - OFFE III4" CONCRETE SB - REINF. W/ I \• I I • I ( I • #3 ® 15" O.C.E.W. OVER 2" (MAX.) ( L II I I (• 1I I I SAND CUSHION, OVER FILL COMPACTED I / M w I ( I ( • IN ACCORDANCE W/ GEOTECHNICAL \. /� _ 1 I I ( REPORT SITE RECOMMENDATIONS. IiI 3 III SLAB NOTE - SHOP I V � 6" CONCRETE SLAB - REINF, W/ Ii c I 1 1 S2.02 I I I I S202 #4 @ 15" O.C.E.W. OVER 2" MAX. p a "� II I I I II • I SANG CUSHION, OVER FILL COMPACTED i I I I I I I• R S202 I I I I I 1 1 • REPORT SITE RECOMMENDATIONS. I \ w N t° I • I ( I • I 1 • ( I I NOTE: FOOTING SHALL BE CENTERED I • I I I I 6 I I • UNDER COLUMNS AND CENTERED I s u� y ui II • I I • 11 1 I 1 UNDER GRADE BEAMS WHERE THERE ARE Z V NO COLUMNS UNLESS NOTED OTHERWISE • I' W D I I O I I I • 1 i I I 18/54 /I L I I 18/54 r \ LL R i I \ III • - -L- _RN 2 52.02 1 -ty2„• I • • 11'-2" • 13'-10" 6 -2 • 4 ' "y4 12,,0„ • • 1'-4” 1 1'-4" 10'-0„ • 2'_p+ 10'-0" ) i1 , H77 -3" 7-06_09 CONSTRUCTION Oro, /�, • • • • • •• . . • _ '`/�/� 000 �*g�.• � .Ns,,�ri�) ,. } DWG NAME: JUL 082009 MAINTENANCE BUILDING { 7 FOUNDATION PLAN DWG: 73 0•P53 MAINTENANCE BUILDING FOUNDATION PLAN SCALE: Y4"=1'-O" S . o5 JOB NO: 08-339 REV; A C W d1hh WoU- a e o o 0 LW 77'-3Y8" W 1'-1Y2" 25'-0" 5'-53/4" 19'-6Y4" 1 25'-0" 1'-1/" 32x6 S2.03 � aN . . .. . . . . . . . . . I— a.. riJ = U x I______ ___ • __— : ___ ___ N 1 _ F- _ - = -- _ a = 2-] X II _ O Z ' �'�s 'AA V 1 U N U = <- y r� s,r� L W _ CAA® IOO ' S2.03 _ __ __ • H /9s ��� qu,� s�� , LL N v ISSUED FOR 7-06-09 _ :CONSTRUCTION 1'-iY2" 25'-0" ( 25'-0" ( 25'-0" ( ,. 1 -1Y2 A B C G' RI ARD . EWER I. . ......... ...........j �� 9828 E$ $�4,���ppp ON L LNG DWG NAM JUL 08 2009 MAINTENANCE BUILDING it CEILING FRAMING PLAN DWG: Z4CX45!? MAINTENANCE BUILDING CEILING FRAMING PLAN SCALE: Ya"=1'-0" z S 1 ■ JOB NO: 08-339 REV: A 2'-0' 6" STEEL FRAME BY OTHERS. 24"x12" CONCRETE PAD 3-#4x1 -8 2-#5x32 -6 14010 F1554 HAIRPINS GR36 THIRD, ROD " /18� FAR Arm 15'-6" ELEV. 25.65' _ 1J-_JJ_ II=III=1 I i lif— i II4-----r 1 N I I I 1 I I I I I I I I I I I I I I I I I I I I -I----F L 4---II-- ( --- �- �----I --- I�I--I-I I I I 3-#4x2'-8" IL ~ 4-#5x5'-4" IL —IJ ~ 8" IrF DWLS W/STD, HOOK o I� ' II 12" 12" H- -tilt ~ 101) to ` H- II II 541, II II ji F II II 14'-10 74 '1 Bw 16'-0" Footing (NOTE: PERMISSIBLE TO POUR SLAB MONOLITHIC AT CONTRACTORS DISCRETION) 8" CMU SEE 8/S2,03 FOR REINF. II II d III II II #6x5'-6" W/ STD. HOOK 54" DWL BAR, EXTEND 36" INTO II II RCMU PILASTER 12" II II I� it G " I II II II II CONT, #5 BAR. I — — J I L__—.t 2-#6xCONT, TOP & BOTTOM W/#3 TIES 0 10" c.c. 4 Section 8" CMU I I SEE 8/S2.03 I I FOR REINF. II II II � I � I — r- I I I I II I FVI CONT. #5 BAR. j 2-#6xCONT, TOP & BOTTOM W/#3 TIES @ 10" act 1 "_$ O" Section CONT. #5 BAR. #3x2'-O" DWL BAR @ 30"cc 2-#5x15'-6" W/ #3 TIES @ 1001cc REQUIRED KEYWAY 2" DEEP x 16" LONG (TYP.) 8" CMU REINF. SEE 8/S2.03 I FOR REINF. II II I I 1 I I I I I I I I I L__4 1'-0" 5 Section #3x1'-8" @ 12"cc @ DOORS ONLY I t I I I I I I I I I I 9 Section 1'-0" L C CONT, #5 2 Section Cal Slab Turn Down #5x4'-O" DWL @ 48" EXTEND 24" INTO CMU 2-#6xCONT. TOP & BOTTOM W/#3 TIES 0 10" ac, 2-#6xCONT. TOP & BOTTOM W/#3 TIES 0 10" c.c, �Tf71ll ( I ' I I P I I I 2-#6xCONT. TOP & BOTTOM W/#3 TIES @ 10" c.c. 0 SAWCUT SLAB 3/4" DEEP Y4" AX SEALANT RESERVOIR .......................................... =1 j I. ;III III III III=1 I t I IQ. - -1 CONTRACTION JOINT 10 Slab Joint Details 2-#502'-6" HAIRPINS 15'-6" 15'-6" I I 11 I' I I — I I CONT. #5 BAR. I I 2-#5x15'-6" W/ #3 TIES 0 10"cc 2'-0" 3 Section 8" CMU SEE 8/S2.03 FOR REINF, � lI II I II I I9 II ( I I jlj Ij III ( III — I I III A4i7 -o" Section Mc�Iq*e l p�1*4. flle�1101/ F411AMEp OR SAWCUT � S1 ARESERVOIR Y4" MAX Ur3LAY(%( EL STOP 2" PF0 JOINT (TYP,) CONTINUOUS GALV, SHEET METAL KEYWAY i� 2-#6xCONT, TOP & BOTTOM = J W/#3 TIES 0 10" ac, I ( I I SMOOTH DOWELS h"0x16" -LONG 0 12" D.C. PAINTED AND GREASE ONE END. a W W _III (RETAINED IN PLACE SHEET STEEL FORM) CONSTRUCTION JOINT NOTE; CONSTRUCTION JOINTS MAY BE PLACED AT CONTRACTORS DISCRETION, � O 0 wl } � m � m o O Lq II v W Qr., U C = OD 0o v)•- o(n vCK WWI 1� MW 00. 0= W W 1- W �. U. U) Ir o IL Cn W U `•' Elk 9 N -1 In Z=� N re 4ZW ~ r N -I N Z=�° iK rn C7 }F M II� O kT;lc�22!Yn f,W^¢„ U: W ISSUED FOR 7=06-09 CONSTRUCTION OF PF��:r*,11 *.:...................... RICHARD B. EWER ....... .... .......... :... 08208 TV ' DWG NAME:. V is — FOUNDATION DETAILS I JUL 08 2009 DWG: 21 cw 'S'3 _ S 2.01 JOBNO: 08-339 REV: A 1 r_Orr 1y2rr 1'-85yg° ° 1. O 0 "1 r m m t0 O I' 3 U W 1 2x4 STUD a c> x I'-_ _ A — ='I— - -- - _ -- - .r IE=�F- -- -=jl---- ---* -- - :r -- --- - -- W � - : I I_I-I-Il 1 I , I� � I I „ c) cc L.f� II II I II I I I I I I I E —— P & BOTTOM1 II W/#3 TIES Cap 1 6x1 "'-6 TOP & BOTTOM 26CONT• TOP & BOTTOM r �-' # 2�#6xCONT• TOP & BOTTOM •-I-—-I ~ — y W/3� 3 TIES W/#3 TIES ® 10 c.o I I I I # W/#3 TIES CtD 10 ac• '.1.. •1 - oi2 VJ 2r-Orr 3 4 "_, '_D" Section Footing , "= Section @ Column Haunch , "=1 •_Orr Section @ Grade Beam Section @ Grade Beam a° fluJ H Pt O a ..I }e r 8" >` �4.4 Z � x II - DRILLED FOOTING SCHEDULE I 32x6 SIZE VERT. REINF. TIES � (fry •( C'G� #5 #3 ® 12 (4) #5x3'-O" DWLS 14/42 4 #5 #3 ® 12 / ® GRADE BEAMS ONLY 16/48 5 -' #6 #3 © 12 ; I 18/54 5 '.' #5 #3. ® 12 to I I TOP OF ISSUED FOR 3x3W4" W/ — — — -- ABU-66 BY SIMPSON STRONG-TIE m I I' CONC. Ya"Zx 4° STUD W/ 2� "x4" LONG TITEN HD w — ¢ 2-06-09- CONSTRUCTION I ca •f --j• STD. WASHER W/ -- -- .- -- -- ip _�L _ _ � _ I I HEX NUT ---- ----- -I � I i ICI,VIII I i z '� -i' I I I �- �• ANCHOR BOLT SCHEDULE I I I I to w 1 --I BOLT DIA. LENGTH "A" PROJ. "B" "C' I I Yz" 13" 1Y2" j72" -------- ._. , ..--- --- -- . UN . . . m ( ( 9a° 13" 2" 172" --------- — ... ... I I San 1 5" 2V rr 2" 19" M.2" 2" 2^•#6xCONT, TOP & BOTTOM o j 1" 19" 3y2" 2" �� OF T y, W/#3 TIES 0 10" c.c. W2/#3x ONTTIES .�TOPOr& BOTTOM •I- --h 1)4" 24" 31z° _____ j ' 'arPC.. 19'S 1 Ya r. 24" 31'z" p}'z" • I . . • . j�*.i .... .....c:"11.. .. .. HARD . EWER j1'-0" 1... ......... ........... SEE PLAN �Ij 982 8 ) 5 6 DWG NAM "-, '_D" Section Grade Beam , "= • Section Grade Beam N S Typ. Footing Detail "_, r_orr Anchor Bolt Schedule I FOUNDATION DETAILS JUL 0 2009 DWG 2 . 02 JOB______________NO O O8-339 REV: A CHAINL FEI 2x8" STL CSC 16"c 5/8" PLYW00 TOP PLATE ELEV. 9'—V4" 8" CMU 1 111—l'-Cl Section 5 Section TYPE "1" - EXT. WALL TYP. 8" C.M.U. WALL REINF. W/ #6 0 32'cc W/ DUR—O—WALL 0 16"c.c. TYPE "2" — INT. WALL TYP. 8" C.M.U. WALL REINF. W/ /5 0 48'ce W/ DUR—O—WALL 0 16'c.c. 8 T me 2x12" 0 1R" 1«#5 VERT, NEXT TO ALL OPENINGS AND CORNERS i 1 I t _ i — — T....L-- c', t i — — — -------------- NOTES FOR CONCRETE MASONRY 1, ALL MASONRY GROUT TO BE PER TABLE 11 ALL MORTAR PER TABLE 2 2. FILL CELLS WITH GROUT AT ALL VERTICAL REINFORCEMENT 3. NELSON STUDS EMBEDDED IN MASONRY SHALL EXTEND BEYOND REBAR 1' MINIMUM, 4, COMPRESSIVE STRENGTH OF MASONRY SHALL BE 1500 PSI AT 28 DAYS. H2,5A STRONG TIE 2x10" BY SIMPSON 16"cC )2" 0 "J" BOLT ® 32"cc Yz" 0 "J" BOLT 0 32"cc 8" CMU ELEV, 7'-2" 2 Section 2x12 ® 12" JOIST 6 Section TYP. BOND BEAM REINF. W/ 2-#5xCONT., LAP BOND SM, MIN. 12' AT ALL CORNERS CONCRETE BLOCK LINTEL BEAMS, SEE SCHEDULE FOR BLOCK SIZE AND REINF. NOTE: EXTEND LINTEL BEAM 8' BEYOND OPENING j� DUR—O—WALL / 16"c.c. ical Concrete Masonry Wall and Notes 2x19" 0 16" CONCRETE BLOCK LINTEL SCHEDULE MAXIMUM WALL SPAN 4'-6" 91-0° THICKNESS #3 STIRRUPS 0 16" C.C. GROUT 2 COURSES URSES 1 COURSE 1-#4 CONT, 1-#4 CONT. PSTIRRUPS 16" c.c. $"- GROUT GROUT gE 2 COURSES 12" 1 COURSE ? 2-#5 CONT. s «�,�;�• 2�jI5 CONT. .°i'' -, �! TOP &BOTTOM V'6" COX PLYWInn 3 Section 3-2x1: 7 Section 200 cis 16" JOIST PONY WALL �TUD u '2-TB COLLATED SCREWS BY SIMPSON STRONG -TIE OR EQUAL 3-2x10' 0 ALL BEAM BEARING SHALL BE REINF, GROUT FILLED CELLS, SEE 8/S2.03 2x8 STUD SECTION ® TOP OF STRUCTURE Common Wall 4 Section A O O wl r w II �z Y V W O O ¢J V) U W O Z3 a r zg0~ +- �z� CoU) wat, w z X�`N �s }�M z���. �s � p¢v w w Yc o f . O' ISSUED FOR '1 G,, �,y 7-06-09 CONSTRUCTION R�HARD .. EWER DWG NAMN FRAMING DETAILS iDWG: 2.T cr— 53 JUL 0 8 2009 j 2003 JOB NO: 08-339 REV: A BOND BEAM REINF. 2-#6 BAR 4'-0" MIN. tt _ O ELEV, 8,92' 2'-0" 2'-O" O w' 7I 1 I ® 3 O.C. EA. SIDE p I I (2) ROWS OF (7) tOd I .' m o Id • I) 4 IL III OF SPLICE (TYP.) a ^ R�� _ W 'I II I I o o (n o V) v Ix• Il 4 2-#6x5'-o.. I . II I 2'-6" ' E BAR EACH GROUTED pcilIV1Ic I . ' CELL II 4 oD I Jill I r S1.L I jIR >< I I 1 II I CONT D, E THROUGH PILASTERO ELEV. 6.25'A. LL Hill' n 2X WALL STUD T -, '_ .. Typ. Corner Bar Detail , "= Section @ Pilaster NONE Top Plate Splice Detail I— LL9 v 1 W " TONGUE & GROOVE APA RATED �\ DOUBLE PLATE ST STURD-I- DECK DECK �� 5 2� 6 BARS ELEV, 3,58' TYP ELLEV.012'-6 K A.F.F. • NOT TO EXCEED Q.'C WALL STUD SPACING NOT TO EXCEED ' h fY vr, r m v . SIMPSON H-1 WALL STUD SPACING C> CLIP (TYP.) HEADER — tl�''cn IK ySEE SCHEDULE MIN. (3) t0d NAILS (TYP.) v� I ROUGH OPENING BOTTOMT OF HEADER ELEV, 2 ( HEADER — SEE PLAN a I (1) KING STUD PER 2'-8" I 2X STUDS OPENING WIDTH, MINIMUM U OF (2) KING STUDS. �! J N I NON-BEARING (1) JACK STUD PER 2'-8" Z z m N of HEADER SCHEDULE OPENING WIDTH, MINIMUM a W a N OPENING HEADER OF (2) JACK STUDS. • 5 } X W TITITT SIZE SIZE - Z z X F m 0 - 4'-0" (2) 2X6 4'-1 - 8'-O" (2) 2X8 W u m U of - 12'-0" (2) 2X10 O X a W LL ti! 5 , '._1 '_O" Section Type 3 Wall NONE Header Schedule LONE Lead Bearing Header Detail 77=06-09 -CONSTRUCTION C�00c01c) 10/ -- -._. - ..........................I a.I RICHARD B. EWER %...... . .............�...j �j'�, 98208 ��Q'/� /O.AL ENS N"�1 11V DWG NAME: TM CMU WALL DETAILS = DWG; 2g cc 53 _____________________________________________ 2 . 04 JUL 0 0 2009 JOB NO: 08-339 REV: A LE C-7r=NrD POWER CONDUIT RUNS(FOR PHASE I (EXISTING) ■ POWER CONDUIT FOR PoHASE 11 OVERALL SITE PLAN FLAGPOLE LIGHT IN CONCRETE BASE 01 SCALE: 1" = 60'-0" A WE-EF FLI0-669-2551-FUSE-SLIP FILTER A TENON - LAMP 1-250WMH-CLEAR 277V PROVIDE TIMER AS REQUIRED ON L-V6 A 4 ro 4 41V.9 7'0 occu, NOR JUL 08 2009 PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 L Omni RANDAIXLPIORTERFIEIJ) ITE ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332-6680 281.316.6920 fax Revisions NO. DATE DESCRIPTION JOB NO. ObO815-011 CAD NO. DATE 1150101 SHEET NO. ill OF: D 7-7 IMEF1,01 � I DUCT SYMBOLS SINGLE LINE DUCTWORK DOUBLE LINE DUCTWORK AIRFLOW N71 bjt AIRFLOW IRI :X; +_ 24/12 20/12 14/12 - 24/12 20/12 14/12 TRANSITION . AIRFLOW AIRF- OW _ " 20/-14/12 t� 20/1 24/1 V14/12 0/12 7-10 12 MAIN BRANCH TAKE -OFF 14/12 14/12 AIRFLOW -i-_ AIRFLOW 20/12/ 24/1 10/12 20/11 24/1 16/12 MAIN BRANCH SPLIT AIRFLOW � AIRFLOW18/12 14/10 t 18/�2/ ---14/10 SIDEWALL REGISTER AIRFLOW AIRFLOW - - 18/1- 18/1 8"0 - �--® 8"0 ROUND TAP R 14/10 14/10 AIRFLOW AIRFFLOW 24/1 - ---14/10 71 24/1 14/10 Lev C� RECTANGULAR TAP AIRFLOW �._� AIRFLOW /LV DUCT DROP DUCT RISER AIRFLOW AIRFLOW ( J� DUCT CROSS OVER R=D R� D 90' ELBOW RADIUS 90' ELBOW 90' ELBOW RADIUS ELBOW DUCTELBOWS CRITERIA FDESIGN ROJECT NAME: LaPorte BF Maintenance OCATION. LaPorte TEXAS GOVERNED -CODES: - 'i ^2006,iTE NATIONAL MECHANICAL-CODE,d('F) OUTDOOR CONDITION INDOOR CONDITION SUMMER WINTER SUMMER DB (°F) WB CF) DB (°F) DB (°F) RH (y)9481 20 75 50 MECHANICAL SYMBOLS LEGEND SUPPLY AIR DUCT UP (PLAN) SUPPLY AIR DUCT DOWN (PLAN). zF]( � RETURN OR OUTSIDE AIR DUCT UP (PLAN) � �JL� j-( RETURN OR OUTSIDE AIR DUCT DOWN (PLAN). zo EXHAUST AIR DUCT UP (PLAN) EXHAUST AIR DUCT DOWN (PLAN) RETURN AIR/TRANSFER AIR BOOT ® CEILING SUPPLY AIR DEVICE QI- SIDEWALL SUPPLY/EXHAUST REGISTER CEILING RETURN AIR / EXHAUST REGISTER ®- RETURN AIR GRILLE WITH BOOT Lp BRANCH DUCT TAP DUCT SPLIT WITH SPLITER DAMPER AD ® ACCESS DOOR TRANSITION IN DUCT FLEXIBLE DUCT CONN. TO RECTANGULAR DUCT WITH SPIN -IN CONNECTOR TO THERMOSTAT - MOUNT 48" AFF UNO r4 DUCT ELBOW WITH TURNING VANES DUCT ELBOW WITHOUT VANES v, v FLEXIBLE CONNECTION, FLEXIBLE DUCT VD LE�] VOLUME DAMPER SD ]EH SMOKE DAMPER UCD 1" UNDERCUT DOOR 1" RE: I/M-7 REFER TO DETAIL #1 ON DRAWING M-7 SD SMOKE DETECTOR OX"o X CFM DIFFUSER TYPE, NECK SIZE, CFM �-{�- OR BALL VALVE BUTTERFLY VALVE sue-+ ISOLATION VALVE t CD -- s CONDENSATE DRAIN TWO-WAY VALVE (PNEUMATIC) THREE-WAY VALVE (PNEUMATIC) j BALANCING VALVE MECHANICAL GENERAL NOTES: 1. ALL WORK DONE ON THESE DRAWINGS SHALL BE DONE IN STRICT ACCORDANCE WITH THE BASE BUILDING DOCUMENTS. REFER TO BASE BUILDING DOCUMENTS FOR ALL DETAILS AND SPECIFICATIONS. 2. CONTRACTOR SHALL COMPLY WITH ALL STATE, LOCAL, AND FEDERAL CODES AND AUTHORITIES HAVING JURISDICTION. 3. CONTRACTOR SHALL COORDINATE WITH STRUCTURAL CONDITIONS AT THE SITE AND PROVIDE ALL CLEARANCES AS INDICATED. 4. CONTRACTOR SHALL COORDINATE NTH ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL POWER REQUIREMENTS. 5. FOR EXACT LOCATION OF ALL DIFFUSERS AND REGISTERS, REFER TO ARCHITECTURAL REFLECTED CEILING PLAN. 6. TAB CONTRACTOR SHALL BALANCE ALL AIR DEVICES TO CFM SHOWN ON PLAN. 7. PROVIDE SPIN -IN FITTING WITH AIR SCOOP AND LOCKING QUADRANT BUTTERFLY DAMPER FOR ALL ROUND FLEXIBLE DUCT CONNECTIONS TO RECTANGULAR DUCT. 8. PROVIDE ROUND FLEXIBLE DUCT, MAXIMUM LENGTH TO BE 6'-0" LONG, SAME DIAMETER AS DIFFUSER NECK. EXTEND ROUND SHEET METAL DUCT AS REQUIRED. 9. ALL NEW ROUND DUCTS SHALL BE EXTERNALLY INSULATED WITH 1-)f THICK FIBERGLASS INSULATION WITH VAPOR BARRIER UNLESS SPECIFICALLY NOTED OTHERWISE. 10. SEAL ALL JOINTS IN DUCTWORK WITH EC-800 OR HARDCAST IRON GRIP. 11. CONTRACTOR SHALL SEAL ALL INACTIVE DUCT TAPS AIR TIGHT. 12. ALL DUCTWORK SHALL BE SHEET METAL FABRICATED TO THE LATEST EDITION OF SMACNA. DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 13. MOUNT THERMOSTATS AT SAME ELEVATION AS LIGHT SWITCHES. COORDINATE WITH ARCHITECT PRIOR TO CONSTRUCTION. 14. ALL CONDENSATE DRAINS SHALL BE GALVANIZED STEEL OR COPPER. CONDENSATE DRAIN LINES SHALL BE INSULATED WITH -" THICK INSULATION. MECHANICAL SPECIFICATIONS A. GENERAL REQUIREMENTS: 1. ALL WORK SHALL 3E DONE IN STRICT ACCORDANCE WITH CODES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION AND THE GENERAL CONDITIONS OF THE CONTRACT. 2. WORK SHOWN ON THESE DRAWINGS IS BUILDING HVAC SYSTEM, DUCTWORK, PIPING AND CONTROLS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND ALL DIMENSIONS SHOWN ON THESE DRAWINGS FOR ACCURACY NOTING ANY DISCREPANCIES PRIOR TO STARTING WORK OR ANY FABRICATION AND INSTALLATION. 3. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES INCLUDING EQUIPMENT, DUCTWORK, PIPES, ELECTRICAL CONDUITS, LIGHT FIXTURES, BUILDING STRUCTURE, CABLE HANGERS AND DETERMINE EXACT REQUIREMENTS FOR ALL CONNECTIONS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE AND BECOMING THOROUGHLY FAMILIAR WITH THE EXISTING BUILDING. THIS CONTRACTOR SHALL SECURE ALL PERMITS RELATIVE TO THIS PROJECT PRIOR TO START OF WORK. 5. THE CONTRACTOR SHALL PROTECT THE AREA SURROUNDING THE WORK AREA FROM DAMAGE. PROVIDE 1/4" MASONITE FLOORING OR OTHER NECESSITIES TO PREVENT DAMAGE. THE WORK SHALL BE PERFORMED IN A CAUTIOUS MANNER TO AVOID DAMAGE TO MATERIALS AND ECUIPMENT WHICH ARE TO REMAIN AND TO MAINTAIN SERVICE CONTINUITY OF ALL UTILITIES AND DISTRIBUTION SYSTI_MS. 6. THE CONTRACTOR :SHALL CLEAN-UP DAILY, INCLUDING THE REMOVAL OF THE DEBRIS CREATED BY WORK. AT THE FINAL COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL DEBRIS CREATED BY THE SCOPE OF THIS CONTRACT. 7. ALL CORE DRILLING THROUGH WALLS AND FLOORS, CUTTING AND PATCHING FOR THE INSTALLATION OF WORK UNDER THIS SECTION SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR. NO HOLES WILL BE ALLOWED IN ANY STRUCTURAL MEMBERS WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR THE OWNER. 8. CONTRACTOR SHALL. PREPARE SHOP DRAWINGS, INCLUDING TEMPERATURE CONTROL DIAGRAMS, AND SUBMIT FOR REVIEW AND APPROVAL PRIOR TO PURCHASE, FABRICATION AND INSTALLATION. 9. PRIOR TO FINAL COMPLETION OF THE WORK, CONTRACTOR SHALL PROVIDE AND SUBMIT, PROPERLY CERTIFIED RECORD DRAWINGS (AS -BUILT) INCLUDING AIR BALANCING DOCUMENTS AND START-UP INSTRUCTIONS AND OPERATING MANUALS FOR REVIEW. THE RECORD DRAWINGS SHALL INDICATE EXACT LOCATION, DIMENSIONS, ELEVA'(IONS OF DUCTS, PIPES, AIR DEVICES, AND OTHER EQUIPMENT. CORRECTIONS OR ADD11IONS MAY BE REQUIRED TO THE RECORD DRAWINGS, 10. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE TO BE PRESENT AT FINAL INSPECTION. 1. ALL DUCTWORK SHALL BE RIGID, RECTANGULAR, SHEET METAL CONSTRUCTION AND SHALL BE MANUFACTURED IN ACCORDANCE WITH LATEST SMACNA MANUAL AND STANDARDS. 2. ALL DUCT SIZE; SHOWN ARE CLEAR AIR FLOW DIMENSIONS. INSTALL NEW DUCTWORK UP AS HIGH AS POSSIBLE TO THE BOTTOM OF CONCRETE BEAMS TO MATCH EXISTING DUCT ELEVATION. AVOID ADDING ELBOWS TO ROUTE AROUND CONCRETE BEAMS. 3. PROVIDE DUCTWORK SUPPORT FROM BUILDING STRUCTURE AS REQUIRED. ANCHORAGE AND SUPPORT OF ALL DUCT ATTACHMENT AND EQUIPMENT SHALL COMPLY WITH LOCAL CODES AND STANDARDS FOF SUPPORT. SHOOTING OF ANCHORS IS PROHIBITED. DRILLING FOR DUCT SUPPORTS SHALL BE DONE WITH A VACUUM ATTACHMENT AS THERE SHALL BE NO DUST ACCUMULATION. 4. VOLUME DAMPERS SHALL BE CONSTRUCTED WITH EXTRUDED ALUMINUM, 6" DEEP, TIGHT -SEAL AND OPPOSED BLADES. PROVIDE WITH 14 GAUGE GALVANIZED HAND QUADRANT, AND END BEARING. INSTALL DAMPER PER DETAIL INDICATED ON DRAWINGS. DAMPER IS SIMILAR TO LOUVERS & DAMPERS, INC. MODEL #TSD-400-AFA OR APPROVED EQUAL. 5. PROVIDE TURNING VANES IN ALL 90' ELBOWS. ALL ELBOWS AND TURNING VANES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST SMACNA MANUAL. C. PIPING 1• THE DRAIN PIPING FROM A/C UNITS SHALL BE EXTENDED TO THE NEAREST DRAIN. RE: PLUMBING DRAWINGS. DRAIN PIPE SIZE SHALL BE AS INDICATED ON DRAWINGS OR NOT LESS THAN THE FULL SIZE OF THE DRAIN PAN CONNECTION. DRAIN PIPE SHALL BE SCHEDULE 40 GALVANIZED WRAPPED WITH 1/2" INSULATION. D. REFRIGERANT PIPING A. REFRIGERANT PIPING SHALL BE COPPER TYPE L. PROVIDE SOLDERED JOINTS, BRONZE FITTINGS, VALVES TO BE RATED FOR 500 PSI SHUT --OFF. B. MAINS, BRANCHES, AND CONNECTIONS SHALL BE OF SIZES AND ARRANGED AS INDICATED ON THE DRAWINGS. C. BALL SHUT OF VALVES SHALL BE PROVIDED IN HOT GAS (HG) AND REFRIGERANT LIQUID (RL) MAINS AT AIR COOLED CONDENSERS/ CONDENSING UNITS. D. REFRIGERANT PIPING SHALL BE INSTALLED BY A LICENSED REFRIGERATION CONTRACTOR. E. SOLDER VALVEI;S), SIGHT CLASS, AND FLEXIBLE CONNECTIONS. F. REFRIGERANT FITTINGS SHALL BE WROUGHT COPPER WITH LONG RADIUS ELBOWS CONFORMING TO ANSI STANDARD B16.22. E. G. 3 OZ. OF OIL SHALL BE ADDED FOR EVERY TEN FEET IN EXCESS OF 50 FEET OF PIPING RUN. H. SOLENOID VALVES SHALL BE INSTALLED AHEAD OF EXPANSION VALVE AND WIRED TO COMPRESSOR CONTROL CIRCUIT (IN PARALLEL). 1. LIQUID LINE DRYER SHALL BE INSTALLED AHEAD OF SOLENOID VALVE. J. THE USE OF PRE -CHARGED REFRIGERANT LINES IS NOT ACCEPTABLE. K. FOLLOW ASHRAE 15 PROCEDURES FOR CHARGING & PURGUNG OF SYSTEMS AND FOR DISPOSAL OF REFRIGERANT. L. REFRIGERANT LINES SHALL BE PROVIDED W/ A CONTINUOUS NITROGEN PURGE DURING FABRICATION ON SITE. M. REFRIGERANT LINES SHALL BE TESTED USING A MICRON GAUGE. CONTRACTOR SHALL PULL A VACUUM TO 500 MICRONS OR LESS ON REFRIGERATION SYSTEM. DEMONSTRATE TO OWNERS REPRESENTATIVE VIA VISUAL INSPECTION PRIOR TO CHARGING SYSTEM W/ REFRIGERANT AND OIL. ALL INSULATION SHALL HAVE A COMPOSITE FIRE AND SMOKE HAZARD RATING AS TESTED BY PROCEDURE ASTM E84, NFPA-225, AND UL 723 NOT EXCEEDING 25 FLAME SPREAD AND 50 SMOKE DEVELOPED. ACCESSORIES, SUCH AS ADHESIVES, MASTICS, AND CEMENTS, SHALL HAVE THE SAME COMPONENT RATINGS LISTED ABOVE. THE INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 1. DUCT INSULATION: A. EXTERNAL INSULATION: FIBERGLASS INSULATION WITH MINIMUM DENSITY OF 1.0 PCF., INSTALLED R VALUE TO BE 6.0 OR BETTER AT 75T. THE INSULATION IS SIMILAR TO OWEN-CORNING TYPE ED100 RKF OR APPROVED EQUAL. R VALUE TO BE INDICATED ON EXTERIOR SIDE OF INSULATION TO BE VERIFY BY CITY INSPECTOR. 2. PIPE INSULATION: A. REFRIGERANT PIPING SHALL BE INSULATIED WITH MIN 1" THICK ARMAFLEX WITH VAPOR BARRIER AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. F. AIR DEVICES: I. PROVIDE CEILING DIFFUSER AND SIDEWALL SUPPLY GRILLES AS SHOWN ON PLAN AND AS SPECIFIED ON SCHEDULE. 2. VERIFY CEILING TYPE AND FRAME TYPE. INSTALL AS RECOMMENDED BY MANUFACTURER. 3. CONTRACTOR SHALL BALANCE ALL AIR DEVICES TO CFM SHOWN ON PLAN. 4. PROVIDE SPIN -IN FITTING WITH AIR SCOOP AND LOCKING QUADRANT BUTTERFLY DAMPER FOR ALL ROUND FLEXIBLE DUCT CONNECTIONS TO RECTANGULAR DUCT. 5• PROVIDE ROUND FLEXIBLE DUCT, MAXIMUM LENGTH TO BE 8'-0" LONG, SAME DIAMETER AS DIFFUSER NECK. EXTEND ROUND SHEETMETAL DUCT AS REQUIRED. G. DX SPLIT SYSTEM: PROVIDE AIR COOLED CONDENSER AND FAN COIL AS SHOWN ON PLAN AND AS SPECIFIED ON SCHEDULE. CONDENSER SHALL BE FURNISHED WITH CONTROL AND ACCESSORIES REQUIRED TO REGULATE REFRIGERANT PRESSURE, FLOW RATE AND TEMPERATURE. FAN COIL UNIT SHALL BE FURNISHED WITH CENTRIFUGAL FORWARD CURVED EVAPORATOR FAN AND DIRECT -EXPANSION COOLING COIL PROVIDE ELECTRONIC THERMOSTAT CAPABLE OF NIGHT SETBACK/SETUP PROGRAMMING. THERMOSTAT SHALL BE ONE STAGE COOLING, TWO STAGE HEATING WITH FAN ON/AUTO AND HEAT -OFF -COOL SWITCHING. H. EXHAUST FAN: PROVIDE EXHAUST FAN AS SHOWN ON PLAN AND AS SPECIFIED ON SCHEDULE. 1. CEILING MOUNTING EXHAUST. FAN: CENTRIFUGAL FAN DESIGNED FOR INSTALLING IN CEILING. CEILING FAN SHALL CONSIST OF STEEL HOUSING WITH ACOUSTICAL INSULATION; CENTRIFUGAL WHEEL DIRECTLY MOUNTED ON MOTOR SHAFT; LOUVERD GRILLE WITH FLANGE ON INTAKE AND THUMBSREW ATTACHMENT TO FAN HOUSING. ALL FAN WHEEL, FAN SHROUDS, MOTOR SHALL BE REMOVABLE FOR SERVICE. 2. CENTRIFUGAL EXHAUST FAN: CENTRIFUGAL FAN SHALL CONSIST OF ALUMINUM HOUSING; FAN WHEELS WITH ALUMINUM HUB AND BACKWARD -INCLINED BLADES; ALUMINUM BIRD SCREEN, BACK DRAFT DAMPER; AND NON -FUSED DISCONNECT SWITCH. PROVIDE EXHAUST FAN WITH GALVANIZED STEEL ROOF CURB /F ��H 00FFDopROI ro ryF�/Nr/� /?'o Sox,. a CU/�aR t I JUL 0 8 2009 M Technical Services; Inc. P�..,,�. 206 South Main OdeP.O. Box 2348-267 Anahuac,2Fax Toes 77514 36 PhoneBMW Registration Fax -99-267-3661 Texas Stnte Regtstratlon # F-9943 PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 ARUANDALL rPORTEREIELD CHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax E. �....rFxq I .. , *+�/ e. DAVID W. DAY i r...............................� 32421 i 1Ij��F �fG1STERFO`�� THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P. E. , ON July 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions NO. DATE DESCRIPTION JOB NO. CAD NO. DATE 06/29/09 SHEET NO. OF: 53 M11.01 r,�r,T—r,T CJC�fJ _0 �0 r1103011�E1 0 10010 T1001 -3 . _...... _.J7 _.__ j 2222 fly. E 1200 tOx9 UP TO EXHAUST FAN l3�—I - Ox9 UP TO SUPPLY FAN —1 1 Lrix EF ,r, - L0/ iJ 1 j i c I J CilJr=lJ��(J�'(J ��i3CJiu0 Irl Ci i I ij o 10 i 1 „ _ r, i��: :. .. F 11400 22/12 4 0 IJ l f. },.f�f I I:I_ �r, rFF _ 0 ga..:....'.! -:.j1C.�-7—(—J.,I.`.. ' ✓ ;: ,f��, rJyiy.—J:...' ...1�:. r,=r1-0,JJU�.rr;r11�=�J^�Jl Jr'�Cor JJ(, CCl J�_I! - J a , CCJ t r OI 0 iA1 'IwQ�1 0 r _ t 0 C'' O rI, U t3 Ci C? 0-' ') CI s C_ 0- 1) i0 J 0 r( Co Ci I'J �� u J 0 rl( J t;� 'r' i, r� i 0 0 A I i -,I r11 0 I, s: r !I n �.� u01- J I nt rl J p rI) J IJI 0 C,1 f�r F u rl Ji 0 `ri _i O LA i Ci (_ G r� OI J JI t3 0 Ct J C� Cl �J " rjl i3 i I Il 11 I{ [t (_y jt�l - JI rt JlJildiJJ(J1lJr �rl �— i_-1 ( C rl 1 _ t lr ( I tli` n tdrt t'�J tJJ tJ tJ.J tJC) tJ� lJO C C r( CJ J C1� r.I (1 C) rJJ ; Ci` 1 Cti of '� u �=trj 1 ! r— T J I11 LI � r; �•'1?tl ' r; f 0, iC } 1i 1in o li t j _o C i ClJ r CI 1BA , J r v ! � '•-- rlr—1I 0 0 013 ; aJ�Jj uld0 rJcJ r0J Cl n 0 (�� GIVe-, i rlijli:il. `!Nli CJ », _ 0 __ _ -- -- -- iJ �ilJl 'C� � f%� —� IJ�i J Jr ur lJ� 17.1 R. --I , , tti � ! t r r rlr^� r r, rir^^ii^ Jr i 1 —.a.--�.. - ..�ulJ v(_Jy�gr ._.. - .. -_ ........ _ r Jr1--i _Lr —.i ._I ...Ll�r1lJ i tJ(�.lJl._rl:Jl. _LrrJ.__ ....... _.._.._ _.-��i[JI` 1C �C7uI �C� O1 MECHANICAL PLAN RESTROOM/CONCESSIONS NORTH 1 SCALE: 1/4" = 1'-0" 1 HOT DIPPED GALVANIZED FASTENERS REQUIRED ON ALL TREATED WOOD Minimum six-inch (6") stud walls shall be required where drain, waste & vent plumbing is installed. 1. REFER TO DRAWING M1.01 FOR LEGEND, SYMBOLS & GENERAL NOTES. 2. REFER TO DRAWING M3.01 FOR DETAILS. 3. REFER TO DRAWING M4.01 FOR SCHEDULES. KEYED NOTES: O1 PROVIDE AND INSTALL ROOF TOP UNIT RTU-1 ROOF CURB AS REQUIRED, REFER TO DWG. M4.01. O2 PROVIDE AND INSTALL EXHAUST FAN EF-2 REFER TO DWG. M4.01. O3 PROVIDE AND INSTALL SUPPLY FAN SF-1 REFER TO DWG. M4.01. IF THE APPROVED PLANS ARE MODIFIED, A NEw SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING JUL 0 S 2009 ._ M Technical Services, Inc. P 206 South Main P.O. Box 2348 Anahunc, Texas 77514 Phone 409-267-3552 Fax 409-267-3661 Texas State Registration # F-9943 PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 PHASE II L■ ■ ■I I;R■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY,. TEXAS 77573 281,332.6660 281.316.6920 fax r''\P•.�4" 0F,.jfx9 It � S.• ' J *.. / DAVID W. DAY ...............................� �t1 q. 32421 i �F6ISTERE�••�4.r� 11\SSyONAL ENS'"" THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P:E., ON July 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions N0. DATE DESCRIPTION JOB NO. CAD NO. DATE 06/29/09 Drawn By; LS SHEET NO. �I OF: 53 M 2. 01 ----- ----- 200G) A ...... J 10/8 .160 8"0 150 ilk 8"o A ;J /4-12/10 5 p I OV"SPL 00 5 00$00 1.10000 VD zJ .. .. .... . O-:i Ixx - x 14/1 oil F d.... ------ r0l!0 L j V ------------- y O1 MECHANICAL PLAN MAINTENANCE BUILDING NORTH SCALE: 1/4" = 1'-0" GENERAL NOTES 1. REFER TO DRAWING M1.011 FOR LEGEND, SYMBOLS & GENERAL NOTES. 2. REFER TO DRAWING M3.01 FOR DETAILS. 3. REFER TO DRAWING M4.01 FOR SCHEDULES. KEYED NOTES - PROVIDE INDOOR A/C UNIT WITH ELECTRIC HEAT, REFER TO DWG. M4.01 20 RUN REFRIGERANT PIPES BETWEEN JOISTS AND SIZE AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3/4" CONDENSATE DRAIN. PROVIDE TRAP, INSULATE AND RUN TO NEAREST FLOOR DRAIN, REFER TO PLUMBING DWG. P2.02. PROVIDE RETURN AIR GRILLE. REFER TO DWG. M4.01. UNDERCUT DOOR MIN 1'. PROVIDE EXHAUST FAN EF-11, REFER TO DWG. M4.01. PROVIDE CONDENSING UNIT, REFER TO DWG. M4,01. CITY Cutj y IF THE A PPRO ,ELI PLANs ARE #JODIFIED 16 THE CITY , N1,, §Uep, IS RCo U71TTAL To THE CHANGE OCCURRING UIRC�'q ORIOR JUL 08 2009 m Technical Services, Inc. T p206 South Main P.O. Box 2348 Anahuac, Texis 77514 Phone 409-267-3552 Fax 409-267-3661 Tiftlins State Registration If F-9943 PHASE H ; L R DA ANDALL 0 PORTERFIELD LL 0 P1 ARCHITECTS., INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281-316.6920 fax DPrFk .......... DAVID W. DAY ...................... lij q. 32421 S T I THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W, DAY, P.E., ON July 6, 2009 7-6-21009 ISSUED FOR CONSTRUCTION Revisions NO. DATE DESCRIPTION JOB NO. CAD NO. DATE 06/29/09 Drawn By; LS SHEET NO. *5*2 OF: 53 m 2. 0z GREENHECK MODEL RFC-7 MANUAL RESET BIRD SCREEN ROOF CAP OR EQUAL FIRESTAT � NON —FUSED SAFETY INTEGRAL BIRD DISCONNECT SWITCH SCREEN SECURE FAN TO CURB REFER TO ARCH. WITH SHEETMETAL SCREWS PLANS FOR WALL WELDED 16 GA BLACK PRE MANUFACTURED EXHAUST FAN STAINLESS STEEL AT 12" ON CENTER ALL INSULATED ROOF CURB. DETAILS STEEL OR GA AROUND (MIN. 2 PER REFER TO ARCH. h EXHUST DUCT SIDE) /8 DETAILS FOR CURB RUSKIN MIN" FOAM RUBBER FLASHING ELF375DDOR 10•-0" I I PAHREAD GASKET APPLIED EQUAL FLASHING TO OF FAN W/ LOUVER REFER DWGS. ROOFBUILT—UP RE: ARCH. FOR CURB CAP W/ INSECT SCREEN L�o Q — 4 04 DETAIL INTAKE REDWOOD NAILER : ; :. ". s.:• ; :..e.. ;; ••, 4 41 ROOF � ROOF FLASHING — LINER OUTSIDE AIR MAKE UP AI E &DUCT ROD FIRE DAMPER :^F COLOR 1 DOUBLE BE SELECTED STEEL ROOF CAULK WITH WATERPROOF DEFLECTION BY ARCH. CONSTRUCTION CAULKING GRILLES DAMPER TRAY W/ REFER. TO ARCH. FOR ANGLE IRON FRAME GRAVITY ROOF CONSTRUCTION AS REQUIRED TO CLEAR TRANSITION TO EXHAUST OD LIGHT 1 HOUR FIRE RATED BACK DRAFT DETAILS DAMPER MOTORS. GALVANIZED ENCLOSURE (3" MIN HODAMPER. DUCT SIZE REFER TO FLOOR PLANS STEEL SLEEVE GREASE TROUGH 12" MAX CLEARANCE) TRANSITION EXH. DUCT FROM RISER SIZE TO U.L. CLASSIFIED CURB SIZE AS REVD. NOTE: FOR 7" ROUND DUCT AND SMALLER GREASE FILTER KITCHEN EXHAUST HOOD 1 SCALE: NONE 0 ROOF TOP UNIT DETAIL 05 SCALE: NONE VOLUME EXTRACTOR WITH KEY OPERATOR SCREW. ACCESS THROUGH SHEEfMETAL DIFFUSER FACE —� �— AIR FLOW 0 SEAL —� 12" SCREW KEY MIN. OPERATOR PAINT VISIBLE DUCT OPPOSED BLADE DAMPER INTERIOR, DAMPER & EXTRACTOR FLAT SIDEWALL REGISTER, REFER BLACK TO AIR DEVICE SCHEDULE SIDEWALL SUPPLY AIR DIFFUSER DETAIL 09 SCALE: NONE CENTRIFUGAL ROOF EXHAUST FANSCALE: 02 NONE — AIR FLOW DUCTWORK AS SPECIFIED. TRANSITION RE: 02/M401 .... ` SPRING LOCK SPIN —IN TAP WITH MANUAL VOLUME DAMPER. ORIENT DAMPER SHAFT PARALLEL TO DUCT AIR FLOW. PROVIDE ACCESS DOOR OR REMOTE OPERATOR IF DAMPER IS LOCATED IN AN INACCESSIBLE LOCATION. EXTERNALLY INSULATED RIGID —� ROUND DUCT EXTENSION WHERE LENGTH TO THE DIFFUSER EXCEEDS FLEXIBLE DUCT (4-0" MAXIMUM)SUPPORT CENTERS. FLEXIBLE DUCT RUNS OVER 36" IN LENGTH ON 24" SEAL FLEXIBLE DUCT LINER WITH DRAWBAND AND SEAL VAPOR LIGHT BARRIER WITH DUCT TAPE (TYP) TYPICAL AIR DEVICES AS SCHEDULED RE: DETAILS AIR DEVICE CONNECTION DETAIL „A SCALE: NONE - 06 SEAL WITH NON— C/16 GE ZINC COATED HARDENING SEALANT ER FLASHING ALL D. SOLDERED TO ALL AROUND 4"X4" TREATED WOOD UGE FLASHING CANT STRIP O ARCHITECTURAL FOR ROOFING AND FLASHING DETAILS 12" MIN. MIN. 8 DUCT REFER TO ARCH. FOR ROOF ANGLE IRON SUPPORT ALL CONSTRUCTION AROUND DUCT REFER TO STRUCTURAL ROOF PENETRATION DETAIL 1.0 SCALE: NONE LOUVER MOUNTING DEIrAILSCALE: NONE 03 DRAINNCONNIECTION UNION SHORT NIPPLE SLOPE 1/8"/FT HORIZONTAL RU TO FLOOR DRAT OR ROOF DRAID INSULATE INTERIOR CONDENSATE DRAIN WITH ARMAFLEX AP-2000 (25/50) H = TOTAL STATIC PRESSURE PLUS 1 J = HALF OF H L = H + J + PIPE DIAMETER + INSULATION CONDENSATE DRAIN DETAILSCAM' NONE 07 NOT USED 11 SCALE: NONE ROOF CAP DETAILSCALIh NONE 04 SIGHTGLASS BY PASS LINE FOR FILTER REPLACEMENT SOLENOID VALVE THERMOSTATIC AIR COOLED CONDENSING UNIT EXPANSION VALVE ---� DX COIL vIN SHEAR ISOLATORS 6" CONCRETE PAD FILTER —DRYER SLOPE SUCTION LINE OIL TRAP REFRIGERANT PIPING DETAIL 08 SCALE: NONE „ JUL 0 8 2009 NOT USED 12 SCALE: NONE M Technical Services, Inc. P�..>�� 2 0 South Main P.O. Hox 2348 Anahuac, Texas 77514 Phone 409-267-3552 Fox 409-267-3661 Texas State Registration N F-9943 PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 RANDALL ■ PANDA ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax .-PtE OF TFk �l 10 /..........:................... / DAVID W. DAY / /.............................../ THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P.E., ON July 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions NO. DATE DESCRIPTION JOB NO. CAD NO. DATE 06/29/09 SHEET NO. 33 OF: �3 M 3.01 FAN SCHEDULE MARK LOCATION SERVICE FAN DATA MOTOR DATA AIR FLOW (CFM) STATIC PRESSUREFAN (IN. W.G.) TYPE DRIVE TYPE MAX. FAN SPEED (RPM) MAXIMUM HP (WATTS) VOLTS/PH/HZ INTERLOCK WITH MANUFACTURER MODEL REMARKS EF-1 ROOF MAINT. BLDG.TLT 195 .25 CENTRIFUGAL DIRECT 1300 1/50 115/1/60 AHU-1 GREENHECK SIZE 075-G EF-2 ROOF KITCHEN HOOD 1012 .846 CENTRIFUGAL DIRECT 1302 0.5 115/1/60 SF-1 CAPTIVE -AIR MODEL DU50HFA PROVIDE ALL NECCESSARY TRANSITIONS AND CONNECT WITH HOOD AS REQUIRES SF-1 ROOF KITCHEN HOOD 810 .124 CENTRIFUGAL DIRECT 692 0.333 115/1/60 EF-4 CAPTIVE AIR MODEL NSAU.1 PROVIDE ALL NECCESSARY TRANSITIONS AND CONNECT WITH HOOD AS REQUIREB NOTES: 1. PROVIDE ROOF CURB AIR HANDLING UNIT (D)Q SCHEDULE MARK AHU-1 TYPE VERTICAL LOCATION 1ST FL CFM 1660 OUTSIDE AIR 150 EXT. SP. (IN. W.G.) 0.5 HORSEPOWER 3/4 ELECTRIC CHARACTERISTIC 115/1/60 COOLING PERFORMANCE ENTERING AIR DB/WB 77.5/64.8 LEAVING AIR DB 55.0/54.8 GRAND TOTAL MBH 63,200 TOTAL SENSIBLE MBH 40,000 HEATING PERFORMANCE ELECTRIC KW 10.0 ELECTRIC CHARACTERISTIC 208/1/60 DIMENSION (LXWXHT IN) 24x21x33 MANUFACTURER CARRIER MODEL NO. 58STAl10 SEER 13.0 NOMINAL TON 4.0 SERVES CU-2 UNIT WEIGHT LB 152 NOTES: 1,2 NOTES: 1. PROVIDE 3-SPEED FAN MOTOR. 2. PROVIDE SINGLE POINT POWER CONNECTION. AIR COOLED CONDENSING UNIT SCHEDULE MARK CU-1 SERVES AHU-1 TOTAL BTUH 63,200 AMBIENT TEMP. 95 REFRIGERANT TYPE R-22 E.E.R. (CONDENSING UNIT ONLY) 11.0 FLA (FULL LOAD AMPS) 26.5 MCA 32.9 MAX. FUSE OF CICUIT BREAKER 50 VOLTS/PHASE/HERTZ 208/1/60 DIMENSION (LXWXHT IN) 35x35x46 UNIT WEIGHT LB 24 MANUFACTURER CARRIER MODEL NO. 24ABR360 NOTES: 1, 2, 3 NOTES: 1. SIZE REFRIGERANT LINES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE LOW AMBIENT TEMPERATURE CONTROL. 3. AMBIENT TEMPERATURE 95 DEGREES F. C ROOF TOP UNIT SCHEDULE MARK RTU-1 NOMINAL TONNAGE 4.0 AREA SERVED CONCESSION EER AIR CFM 1400 EXT. ST. PR. IN W.C. 0.8 FRESH AIR CFM _ 200 COOLING COIL ENT DB/WB 77..9/65.2 LVG DB WB / 54.2/53.1 TOTAL CAPACITY BTU/HR. 47021 SENS. CAPACITY BTU/HR. 33027 REFRIGERANT R-410A HEAT ELECTRIC BTUH/KW 32500/10 CONDENSER FAN AMBIENT, 'F 95 ELECTRICAL SUPPLY FAN FLA 2.8 SYSTEM FLA 16.7 VOLTS/PH. 460/3/60 SYSTEM MOCP 20 SYSTEM MCA 14 PHYSICAL DIMEISIONS, IN. (LxWxH) 87.5x46.506.5 WEIGHT, LBS. 820 MAKE/MANUFA TURER LENNOX MODEL NO. LGA048H REMARKS 1,2,3,4„6,7 1. SMOKE DETECTOR. NIT CONTROLLER. 3. ROOF CURB. 4. STAINLESS STEEL HEAT EXCHANGER.. 5. ELECTRONIC PROGRAMMABLE THERMOSTAT (365 DAY). 6. FACTORY INSTALLED SERVICE VALVES. 7. DOWNFLOW DISCHARGE AIR DEVICE SCHEDULE MARK MANUR & MODEL TYPE REMARKS A PRICE MODEL ASCDA 20N20" SUPPLY DIFFUSER SQUARE CONE DIFFISER, ALUMINUM CONSTRUCTION. REFER FLOOR PLAN FOR NECK SIZE. 8 PRICE MODEL 630/635 10"X8" EXHAST GRILLE ALUMINUM CONSTRUCTION FOR EXHAUST GRILLE PROVIDE O.B.D. C PRICE MODEL 630/635 6"X5" EXHAST GRILLE ALUMINUM CONSTRUCTIONFOR EXHAUST GRILLE PROVIDE O.B.D. D PRICE 630FF/635FF 24"X20" NECK ALUMINUM CONSTRUCTION LOUVERED FACE RETURN LOUVER FACE FILTER RETURN E PRICE 60=H 24"X24" NECK ALUMINUM CONSTRUCTION FOR GYP. BOARD CEILING LOUVERED FACE RETURN LOUVER FACE FILTER RETURN F PRICE MCDEL RCDA 24" ROUND CONE DIFFUSER ROUND CONE DIFFISER, ALUMINUM CONSTRUCTION. NOTES: 1. PROVIDE FRAME TO MATCH CEILING TYPE. 2. REFER CEILING PLANS FOR FINISH. 3. PROVIDE YOUNG REGULATOR FOR VOLUME DAMPER ABOVE GYP BOARD CEILING. /F FrFf� 8p ppr!QDIF1RO�e � q�' rQ1,/9,H���Q�� 44 QCQIIQR�R� JUL 0 S 2009 - M Technical v Services, Inc. P �w�� 206 South Main P.O. Box 2348 Anahuac, Texne 77514 Phone 409.267-3552 Fax 409-267-3661 Texas State Registration N F-9943 L PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM: 270 NORTH LEAGUE CITY, TEXAS 77573 281.339.6680 281.316.6920 fax i S•'• •'� III ...... ! DAVID W. DAY / 1.............................../ 32421 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P. E. , ON Juty 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions NO. DATE DESCRIPTION JOB NO. CAD NO. DATE 06/29/09 SHEET NO. 34 OF: 53 M 4. 01 ELECTRICAL SYMBOLS AL SYMBOLS SHOWN MAY NOT APPEAR IN ALL DRAWINGS. SYMBOLS ARE SHOWN SCHEMATICALLY AND ARE NOT TO SCALE. SYMBOL DESCRIPTION SYMBOL DESCRIPTION POWER SIMPLEX RECEPTACLE. FLUSH WALL MOUNTED. Q Qj Qj JUNCTION BOX DUPLEX RECEPTACLE. FLUSH WALL MOUNTED. X SWITCH. POLES, AMPERAGE AS INDICATED TWO DUPLEX RECEPTACLES UNDER COMMON COVER PLATE. FLUSH WALL MOUNTED. ®# MOTOR STARTER. NUMBER INDICATES NEMA SIZE ® RECEPT FED FROM ISO PANEL - BLUE IN COLOR DUPLEX OR DOUBLE DUPLEX, WALL OR FLR MTD. NOTE 13. ®J # COMBINATION MOTOR STARTER AND DISCONNECT. NUMBER INDICATES NEMA SIZE ®® FLUSH FLOOR OUTLET - DUPLEX OR DOUBLE DUPLEX PANELBOARD-DASHED LINE INDICATES CLEARANCE REQUIRED SPECIAL PURPOSE RECEPTACLE TRANSFORMER ® HAND -OFF -AUTOMATIC SWITCH 1-D SITE EMERGENCY POWER OFF OO GROUNDING SYSTEM INSPECTION WELL ® ELECTRCAL POWER BOX ® 480/208 RECEPTACLE 1 1 1 ❑. A a A a A A LIGHTING RECESSED, CEILING MOUNTED LIGHT FIXTURE. UPPER CASE LETTER INDICATES TYPE. LOWER CASE LETTER INDICATES SWITCH. NUMBER INDICATES CIRCUIT. ®X �X ®X �mX - -X - ®X X zX EXIT LIGHT. SINGLE OR DOUBLE FACE AS INDICATED. DIRECTIONAL ARROWS AS INDICATED. LETTER INDICATES TYPE. INSTALL BATTERY PACK WHEN INDICATED OR REQUIRED. 1 -T A (5A WALL MOUNTED LIGHT FIXTURE. LETTER INDICATES TYPE. � CEIUNG MOUNTED DOWN LIGHT. LETTER INDICATES TYPE. WALL SWITCH SPST, 20A,120/277V (;,A ® LIGHT FIXTURE WITH BATTERY BACK UP. LETTER INDICATES FIXTURE TYPE. PROVIDE BODINE B50 BATTERY BACK UP. 3-WAY WALL SWITCH, 20A,120/277V WALL DIMMER A ,F KEY OPERATED WALL SWITCH 1 A[ 1� SURAFCE MOUNTED STRIP FIXTURE, 2' OR 4'. UPPER CASE LETTER IND. TYPE. LOWER CASE LETTER IND. SWITCH. NUMBER INDICATES CIRCUIT. we O OCCUPANCY SENSOR, 20A/277V. WALL MOUNTED. WG INDICATES WIREGUARD. A CROSS LINE INDICATES WITH EMERGENCY BATTERY PACK OWG OCCUPANCY SENSOR, 20A/277V. CEILING MOUNTED. WG INDICATES WIREGUARD. ONE LINE m TRANSFORMER - SIZE, VOLTAGE AND PHASE AS INDICATED OA AMMETER n CIRCUIT BREAKER - SIZE AS INDICATED O VOLT METER -� - DISCONNECT SWITCH - SIZE AS INDICATED UW WATT METER GS GENERATOR SET -SIZE AS INDICATED ELECTRIC SERVICE METER ATS AUTOMATIC TRANSFER SWICTH Trss TRANSIENT VOLTAGE SURGE SUPRESSOR MOTOR, NUMBER INDICATES HORSE POWER FIRE ALARM FFA39 FIRE ALARM CONTROL PANEL ID VISUAL -ONLY ADA STROBE. FMI MANUAL PULL STATION WITH VANDAL COVER �" REMOTE ANNUNCIATOR Os PHOTOELECTRIC SMOKE DETECTOR PHI CONNECTION TO KITCHEN HOOD EXTINGUISHING SYSTEM O HEAT DETECTOR. wF CONNECTION TO SPRINKLER SYSTEM WATERFLOW SWITCH O DUCT -MOUNTED SMOKE DETECTOR 0 CONNECTION TO SPRINKLER SYSTEM TAMPER SWITCH SPEAKER UNIT WITH INTEGRAL ADA STROBE. WP INDICATES WEATHER PROOF. © INTELLIGENT CONTROL MODULE AUDIBLE UNIT. WG. INDICATES WIRE GUARD. WP INDICATES WEATHER PROOF. A. GENERAL REQUIREMENTS: I. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH CODES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION AND THE GENERAL CONDITIONS OF THE CONTRACT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE AND BECOMING THOROUGHLY FAMILIAR WITH SITE CONDITIONS. THIS CONTRACTOR SHALL SECURE ALL PERMITS RELATIVE TO THIS PROJECT PRIOR TO START OF WORK. 3. THE CONTRACTOR SHALL CLEAN-UP DAILY, INCLUDING THE REMOVAL OF THE DEBRIS CREATED BY WORK. AT THE FINAL COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL DEBRIS CREATED BY THE SCOPE OF THIS CONTRACT. 4• ALL CORE DRILLING THROUGH WALLS AND FLOORS, CUTTING AND PATCHING FOR THE INSTALLATION OF WORK UNDER THIS SECTION SHALL BE PERFORMED BY THE CONTRACTOR. NO HOLES WILL BE ALLOWED IN ANY STRUCTURAL MEMBERS WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OR THE OWNER, 5. CONTRACTOR SHALL PREPARE AND SUBMIT FOR OWNER REVIEW AND APPROVAL FIXTURE CUTSHEETS, EQUIPMENT CUTSHEETS AND MATERIALS CUTSHEETS PRIOR TO PURCHASE, FABRICATION AND _INSTALLATION. 6 PRIOR TO FINAL COMPLETION OF THE WORK, CONTRACTOR SHALL PROVIDE AND SUBMIT, PROPERLY CERTIFIED RECORD DRAWINGS (AS -BUILT). THE RECORD DRAWINGS SHALL INDICATE EXACT LOCATION OF ALL ELECTRICAL DEVICES AND CIRCUITING LAYOUT TO ACCURATELY REFLECT THE AS -BUILT CONDITION OF THE PROJECT. 7. CONTRACTOR SHALL CAREFULLY COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADES, ARCHITECTS PLANS AND OWNER. 8• UPON COMPLETION OF THE WORK, CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE TO BE PRESENT AT FINAL INSPECTION. B. WIRING DEVICES: ELECTRICAL ABBREVIATIONS AFC ABOVE FINISHED COUNTER AFF ABOVE FINISHED FLOOR NC NORMALLY CLOSED ATS AUTOMATIC TRANSFER SWITCH NEC NATIONAL ELECTRIC CODE BFC BELOW FINISHED CEILING NF NONFUSED C CONDUIT N.LC NOT IN CONTRACT CB CIRCUIT BREAKER NL NIGHT LIGHT CKT CIRCUIT N.O. NORMALLY OPEN CCTV CLOSED CIRCUIT T.V. PB PULL BOX CLG CEILING PNL PANEL CUH CABINET HEATER PWR POWER ELEC ELECTRIC RECENT RECEPTACLE(S) EMERG EMERGENCY RF RETURN AIR FAN EMS ENERGY MANAGEMENT SYSTEM EP EXPLOSION PROOF RGS RIGID GAIVANIZED STEEL EWC ELECTRIC WATER COOLER SEF SMOKE EXHAUST FAN EXT EXTERIOR SF SUPPLY AIR FAN S.O. SPACE ONLY F FUSE SP SPARE FA FIRE ALARM S.T. SHUNT TRIP FACP FIRE ALARM CONTROL PANEL SW SWITCH FCU FAN COIL UNIT TEL TELEPHONE FIXT FIXTURE TF TRANSFER FAN FLR FLOOR TYP. TYPICAL FL FLUORESCENT TV TELEVISION FTP, FTS FAN TERMINAL UNIT OF UNDERFLOOR FTU FAN TERMINAL UNIT UG UNDERGROUND G, GND GROUND (EQUIPMENT) UH UNIT HEATER GEF GENERAL EXHAUST FAN U.N.O. UNLESS NOTED OR INDICATED OTHERWISE GEN GENERATOR V VOLTAGE GA GROUND FAULT CIRCUIT INTERRUPTER VP VAPOR PROOF HP HORSE POWER VFD VARIABLE FREQUENCY DRIVE HV HIGH VOLTAGE W WIRE HWAT HEAT TRACE W/ WITH IC INTERRUPTING CAPACITY WG WIRE GUARD IG ISOLATED GROUND WP WEATHER PROOF INCAND INCANDESCENT WT WATER TIGHT J JUNCTION BOX XFMR TRANSFORMER KEF KITCHEN EXHAUST FAN LTG LIGHTING LTS LV LIGHTS LOW VOLTAGE ' C MAN MASTER ANTENNA copy MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MSB MAIN SWITCHBOARD MH MANHOLE MLO MAIN LUGS ONLY IF T!¢F AP>a MID MOUNTED /INS (1i�1N,P/x• �ovro PLANS MTG HGT MOUNTING HEIGHT 70 TH S A Alrv- CITY SUBMITTAL TO I G I. ALL ELECTRICAL COMPONENTS, DEVICES AND ACCESSORIES TO BE LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, AND IN COMPLIANCE WITH NFPA 70. Ii. MANUFACTURER & PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. WIRING DEVICES: a. HUBBELL INCORPORATED; WIRING DEVICE-KELLEMS. b. LEVITON MFG. COMPANY INC. C. PASS & SEYMOUR/LEGRAND; WIRING DEVICES DIV. 2. MULTIOUTLET ASSEMBLIES: a. HUBBELL INCORPORATED; WIRING DEVICE-KELLEMS. b. WIREMOLD COMPANY (THE). 3. POKE -THROUGH, FLOOR SERVICE OUTLETS: a. HUBBELL INCORPORATED; WIRING DEVICE-KELLEMS. b. LEVITON MFG. COMPANY INC. c. PASS & SEYMOUR/LEGRAND; WIRING DEVICES DIV. 4. SWITCHES: a. HUBBELL INCORPORATED; WIRING DEVICE-KELLEMS. b. LEVITON MFG. COMPANY INC. C. PASS & SEYMOUR/LEGRAND; WIRING DEVICES DIV. 5. MARINA POWER BOXES: a. NEWPORT POWER MATE III. INSTALLATION: 1. INSTALL DEVICES AND ASSEMBLIES LEVEL, PLUMS, AND SQUARE WITH BUILDING LINES. 2. ARRANGEMENT OF DEVICES: UNLESS OTHERWI:iE INDICATED, MOUNT FLUSH, WITH LONG DIMENSION VERTICAL AND WITH GROUNDING TERMINAL OF RECEPTACLES ON TOP. GROUP ADJACENT SWITCHES UNDER SINGLE, hIULTiGANG WALL PLATES. 3. REMOVE WALL PLATES AND PROTECT DEVICES AND ASSEMBLIES DURING PAINTING. C. INTERIOR LIGHTING - I. SUBMITTALS: 1. PRODUCT DATA FOR EACH TYPE OF LIGHTING FIXTURE, ARRANGED IN ORDER OF FIXTURE DESIGNATION. INCLUDE DATA ON FEATURES, ACCESSORIES, FINISHES. 2. PRODUCT CERTIFICATES; FOR EACH TYPE OF BALLAST FOR BI-LEVEL AND DIMMER -CONTROLLED FIXTURES, SIGNED BY PRODUCT MANUFACTURER. 3. FIELD QUALITY -CONTROL TEST REPORTS. II. LIGHTING FIXTURES AND COMPONENTS GENER aL REQUIREMENTS: 1. RECESSED FIXTURES: COMPLY WITH NEMA LE 4 FOR CEILING COMPATIBILITY FOR RECESSED FIXTURES. 2. FLUORESCENT FIXTURES: COMPLY WITH LL 1598. WHERE LER IS SPECIFIED, TEST ACCORDING TO NEMA LE 5 AND NEMA LE 5A AS APPLICABLE. 3. METAL PARTS: FREE OF BURRS AND SHARP CORNERS AND EDGES. 4. SHEET METAL COMPONENTS: STEEL, UNLESS OTHERWISE INDICATED. FORM AND SUPPORT TO PREVENT WARPING AND SAGGING. III. LAMPS: 1. LOW -MERCURY FLUORESCENT LAMPS: COMPLY WITH EPA'S TOXICITY CHARACTERISTIC LEACHING PROCEDURE TEST, SHALL YIELD LESS THAN 0.2 MG OF MERCURY PER LITER WHEN TESTED ACCORDING TO NEMA LL 1. 2..T8 RAPID -START FLUORESCENT LAMPS: RATED 32W MAXIMUM, NOMINAL LENGTH 48 INCHES, 2800 INITIAL LUMENS (MINIMUM), CRI 82 (MINIMUM), COLOR TEMPERATURE 3500 K, AND AVERAGE RATED LIFE 24,000 HOURS, UNLESS OTHERWISE INDICATED. 3. T8 RAPID -START FLUORESCENT LAMPS: RATED 17W MAXIMUM, NOMINAL LENGTH 24 INCHES, 1300 INITIAL LUMENS (MINIMUM), CRI 75 (MINIMUM), COLOR TEMPERATURE 3500 K, AND AVERAGE RATED LIFE 20,OOC HOURS, UNLESS OTHERWISE INDICATED. IV. INSTALLATION: 1. LIGHTING FIXTURES: SET LEVEL, PLUMB, AND SQUARE WITH CEILINGS AND WALLS. INSTALL LAMPS IN EACH FIXTURE. 2. COMPLY WITH NFPA 70 FOR MINIMUM FIXTURE SUPPORTS. D. COMMON REQ IIREMENTS FOR 1 ECTRICAL INSTALLATION 1. COMPLY WITH NECA 1. 2. MEASURE INDICATED MOUNTING HEIGHTS TO BOTTOM OF UNIT FOR SUSPENDED ITEMS AND TO CENTER OF UNIT FOR WALL -MOUNTING ITEMS. 3. EQUIPMENT: INSTALL TO FACILITATE SERVICE, MAINTENANCE, AND REPAIR OR REPLACEMENT OF COMPONENTS OF BOTH ELECTRICAL EQUIPMENT AND OTHER NEARBY INSTALLATIONS. CONNECT IN SUCH A WAY AS TO FACILITATE FUTURE DISCONNECTING WITH MINIMUM INTERFERENCE WITH OTHER ITEMS IN THE VICINITY. 4. RIGHT OF WAY: GIVE TO RACEWAYS AND PIPING SYSTEMS INSTALLED AT A REQUIRED SLOPE. E. SLEEVE INSTALLATION FOR ELECTRICAL PENETRATIONS, 1. ELECTRICAL PENETRATIONS OCCUR WHEN RACEWAYS, CABLES, WIREWAYS, CABLE TRAYS, OR BUSWAYS PENETRATE CONCRETE SLABS, CONCRETE OR MASONRY WALLS, OR FIRE -RATED FLOOR AND WALL ASSEMBLIES. 2 CONCRETE SLABS D WALLS: INSTALL SLEEVES NS UNLESS CORE -DRILLED HOLES OR FORMED OPENINGS ARE FUSED. INSTALLOSLEEVES DURING ERECTION OF SLABS AND WALLS. 3. CUT SLEEVES TO LENGTH FOR MOUNTING FLUSH WITH BOTH SURFACES OF WALLS. 4. ROOF -PENETRATION SLEEVES: SEAL PENETRATION OF INDIVIDUAL RACEWAYS AND CABLES WITH FLEXIBLE BOOT -TYPE FLASHING UNITS APPLIED IN COORDINATION WITH ROOFING WORK. F. GROUNDING CONDUCTORS: 1. EQUIPMENT GROUNDING CONDUCTORS: INSULATED WITH GREEN -COLORED INSULATION. COMPLY WITH NFPA 70, ARTICLE 250 FOR TYPES, SIZES AND QUANTITIES. ROUTE ALONG SHORTEST AND STRAIGHTEST PATHS POSSIBLE, UNLESS OTHERWISE INDICATED, AVOID OBSTRUCTING ACCESS OR PLACING CONDUCTORS WHERE THEY MAY BE SUBJECTED TO STRAIN, IMPACT, OR DAMAGE. a. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS IN NEW FEEDERS AND BRANCH CIRCUITS. b. WATER HEATER, HEAT -TRACING: INSTALL AN INSULATED EQUIPMENT -GROUNDING CONDUCTOR TO EACH ELECTRIC WATER HEATER. BOND CONDUCTOR TO HEATER UNITS, PIPING, CONNECTED EQUIPMENT, AND COMPONENTS. 2. ISOLATED GROUND CONDUCTORS: INSULATED WITH GREEN -COLORED INSULATION WITH YELLOW STRIPE. ON WITH ISOLATED, USE COLORED TAPE ALTERNATING BANDSFERS OFDGREEN AND YELLOW TAPENTO PROVIDE A MINIMUM, .OF THREE BANDS OF GREEN AND TWO BANDS OF YELLOW. 3. GROUNDING ELECTRODE CONDUCTORS: STRANDED CABLE. 4. UNDERGROUND CONDUCTORS: BARE, TINNED, STRANDED, UNLESS OTHERWISE INDICATED. 5. GROUNDING BUS: BARE, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION, WITH INSULATED SPACER. a. BUSWAY SUPPLY CIRCUITS: INSTALL INSULATED EQUIPMENT -GROUNDING CONDUCTOR FROM THE GROUNDING BUS IN THE SWITCHGEAR, SWITCHBOARD, OR DISTRIBUTION PANEL TO EQUIPMENT GROUNDING BAR TERMINAL ON BUSWAY. 6. SIGNAL AND COMMUNICATION SYSTEMS: FOR TELEPHONE, ALARM, VOICE AND DATA, AND OTHER COMMUNICATION SYSTEMS, PROVIDE NO. 4 AWG MINIMUM INSULATED GROUNDING CONDUCTOR IN RACEWAY FROM GROUNDING ELECTRODE SYSTEM TO EACH SERVICE LOCATION, TERMINAL CABINET, WIRING CLOSET, AND CENTRAL EQUIPMENT LOCATION. G. ELECTRICAL IDENTIFICATION: 1. WARNING LABELS AND SIGNS: COMPLY WITH NFPA 70 AND 29 CFR 1910.145. 2. SELF-ADHESIVE WARNING LABELS: FACTORY PRINTED, MULTICOLOR, PRESSURE -SENSITIVE ADHESIVE LABELS, CONFIGURED FOR DISPLAY ON FRONT COVER, DOOR, OR OTHER ACCESS TO EQUIPMENT, UNLESS OTHERWISE INDICATED. 3. EQUIPMENT TO BE LABELED: a. PANELBOARDS, ELECTRICAL CABINETS, AND ENCLOSURES. b. ELECTRICAL SWITCHGEAR AND SWITCHBOARDS. c. TRANSFORMERS. d. MOTOR -CONTROL CENTERS. e. DISCONNECT SWITCHES. f. ENCLOSED CIRCUIT BREAKERS. g. MOTOR STARTERS. h. PUSH-BUTTON STATIONS. E. POWER TRANSFER EQUIPMENT j. CONTACTORS. D. FIELD QUALITY CONTROL 1. AFTER INSTALLING WIRING DEVICES, AND AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, CONTRACTOR SHALL TEST FOR PROPER POLARITY, GROUND CONTINUITY, AND COMPLIANCE WITH REQUIREMENTS. 2. CONTRACTOR SHALL REMOVE MALFUNCTIONING UNITS, REPLACE WITH NEW UNIT AND RETEST AS SPECIFIED ABOVE. GENERAL NOTES: 1. ANY CONDUIT ROUTING SHOWN IS DIAGRAMATIC ONLY. COORDINATE ALL CONDUIT, DEVICES AND SUPPORTS FOR ELECTRICAL EQUIPMENT WITH OTHER TRADES. 2. MINIMUM CONDUIT SIZE IS 3/4" FOR FEEDERS AND HOMERUNS. 1/2" CONDUIT MAY BE USED FOR LIGHTING AND RECEPTACLE CIRCUITS CONCEALED INSIDE WALLS. MINIMUM WIRE SIZE FOR POWER AND LIGHTING IS #12 AWG. 3. ALL EMPTY CONDUITS MUST CONTAIN A PULL STRING FOR FUTURE 'USE. 4. INSTALL BUILDING GROUNDING IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. 5. INSTALL WARNING SIGNS ON ALL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NFPA 70, 29 CFR 1910.145 AND PROJECT SPECIFICATIONS. 6. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH CODES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION AND THE GENERAL CONDITIONS OF THE CONTRACT. PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 PHASE II !;RANDALL 0 Ell ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax _ > F 'c� .•.; 9j, t1 ♦' .................... / DAVID W. DAY I Iil�"FfFGlSTERE C�a`��`,:� \\ SIdNAI EN= THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P.E., ON July 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions N0. DATE _ DESCRIPTION . JOB NO. CAD NO. DATE 06/29/09 Drawn By; MAP SHEET NO. 35 OF: - - 53 JUL 0 8 2009 NEW POLE (BY CENTERPOINT) NEW POLE MOUNTED TRANSFORMERS (BY CENTERPOINT ENERGY) (SIZED FOR 1200 AMP SERVICE) _ NEW CT/PT BOX INSTALLED PER CENTERPOINT REQUIREMENTS ELECTRICAL LOAD ANALYSIS EQUIPMENT CONNECTED LOAD BALL FIELD LIGHTING —CONNECTED 547.2 kVA PARKING LOT LIGHTING —CONNECTED LOAD 10 kVA MISC. PAVILION LOADS 30 kVA MISC EXTERIOR RECEPTACLES 10 kVA MISC. CONCESSION LOADS 30 kVA MISC. LOADS 180 kVA TOTAL 807.2 kVA NEW BUS WEATHERHEAD (BY CONTRACTOR) 1200A., 480/277V. 30 ), � IfhIR1,I 1 F7 II I� II � II II II II II (3) 4"'SCHEDULE 80 PVC CONDUITS I) PROVIDED BY CONTRACTOR R CABLE AND CONDUIT SCHEDULE CONUMCF18 PARALLEL SETS TAG PHASE NEUTRAL GROUND CONDUff P30 #8 #10 3 4" P45 6 8 3 4" S45 2 0 #6 2" 150N 1 0 0 6 225N #350kcmil #350kcmil 44 3" 300N #350kcmil 350kcmil #4 3' 350N #500kcmit #500kcmil 1 #3 3 1/2" 1200N #600kcmil #600kcmil 1 4e 1 3 CONDUCTORS ARE SIZED FOR 75'C., REFERENCES: NEC TABLE 310.16 NEC TABLE 5 TYPE THHW,THW,THWN,XHHW,RHW GENERAL NOTES: 1. CABLE SHALL BE TYPE THHN—THWN 75'C COPPER, UNLESS NOTED OTHERWISE. 2. PROVIDE A SOLIDLY GROUNDED ELECTRICAL SYSTEM IN ACCORDANCE WITH SPECIFICATIONS AND NEC ARTICLES 230.95, 240.13 AND 250.52(A) (1) & (2). 3. TVSS TO BE MOUNTED INTERNAL TO PANEL MOP. To 000��o,` RIO /�? M Technical Services, Inc. 206 South Mein P ..�.� P.O. Box 2348 Anahuac, Texas 77514 Phone 409-267.3552 Fax 409-267-3661 Texas State Registration N F-9943 PROPOSED NEW PARK FACUM FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 Omni RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 261.316.6920 fax i S• '`PTII / DAVID W. DAY / /.......... ........... ........../ tli�.�E:�FG7STERE�.�� f� THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P, E. , ON July 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions NO. DATE DESCRIPTION 1 /tt/o ADDENDUM #1 2 3/3/09 REVISED 3 /29/0 RE —ISSUED FOR BID PHASE 'li JOB NO. CAD NO. DATE 1/30/09 SHEET NO. 3�0 OF: 53 JUL 0 g 2009 E1.01 , ............... i I i l I i 1 j ! i J 01 LIGHTING PLAN RESTROOM/CONCESSIONS 1 SCALE: 1/8" = 1'-0" I C:.:. ELECTRICAL GENERAL NOTES 1. REFER TO DRAWING E1.00 FOR LEGEND, SYMBOLS & GENERAL NOTES. 2. REFER TO DRAWING MEP1.01 FOR OVERALL SITE PLAN. 3. REFER TO DRAWING E1.01 FOR ONE —LINE DIAGRAM. 4. REFER TO DRAWING E5.02 FOR ELECTRICAL DETAILS. 5. REFER TO DRAWING E6.02 FOR PANEL SCHEDULES. KEYED NOTES: O1 CONTRACTOR TO MOUNT FIXTURES ON UNISTRUT IN CHASES. (DCONTRACTOR TO MOUNT FIXTURES 7'-4" A.F.F. !F r to P/;F o!F/ D Rot/ p ip 017), 1 `V FN/ ��tS .. r�F cy�ycF oc��f?i��"` R�l�c R FIXTURE SCHEDULE KEY MARK MANUFACTURER / CATALOG NUMBER DESCRIPTION A KENALL, LINEAR FLUORESCENT, CORNER MOUNT SURFACE, HASEC114-,A-32-E8-2-120-2F-2H-9 OR APPROVED EQUAL. 277V, 32W 3-T8 LAMP FLUORESCENT, 4' FIXTURE AE KENALL, LINEAR FLUORESCENT, CORNER MOUNT SURFACE, 277V, 32W 3-T8 LAMP FLUORESCENT, 4' FIXTURE W/ HASEC114-3-32-E8-2-120-2F-2H-9-EL OR APPROVED EQUAL. ONE -LAMP INDOOR BATTERY PACK B KENALL, LINEAR FLUORESCENT, N548-C-232-EB-1-DV OR APPROVED EQUAL. 277V, 32W 2-T8 LAMP FLUORESCENT, 4' FIXTURE BE KENALL, LINEAR FLUORESCENT, N548-C-232-EB-1-DV-EL 277V, 32W 2-T8 LAMP FLUORESCENT, 4' FIXTURE W/ OR APPROVED EQUAL. ONE -LAMP INDOOR BATTERY PACK C LIGHTOLIER XP/XA332 2X4 FLUORESCENT, 32W 3-T8 LAMPS, 277V, VIRGIN ACRYLIC LENS, XP2FVA332120H3, OR APPROVED EQUAL. REGRESSED ALUMINUM LENS FRAME, TRIPLE GASKETING, CE SAME AS FIXTURE "C" SAME AS FIXTURE "C", EXCEPT WITH BODINE B100 FLUORESCENT EMERGENCY BALLAST D OBC OMNIBEAM OBC—W-36—F-0—F—E6—VA-11, OR APPROVED EQUAL. COMPACT FLUORESCENT, 277v, (6) 32 WATT LAMPS, WITH EZ CONNECT E CRITERION AREA LIGHTING, CVMX-40—P-0—A-2—H—DKBZ—B OR 40OW METAL HALIDE PARKING LOT LIGHT WITH PHOTOCELL APPROVED EQUAL KW F SQUARE POLE, SSP18-4.0-11-BRZ-DM10-BC, OR APPROVED SQUARE NON -TAPERED STEEL POLE, 18' TALL EQUAL M Technical Services, Inc. P.�>�..>�.� 206 South Main P.O. Box 2348 Anahuac, Texas 77514 Phone 409-267-3552 Fax 409-267-3661 Texas State Registration 4 F-9943 L PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3606 Canada Road, 77571 RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax �PjE of rek�h i * ..... / DAVID W. DAY / �1 '•. 32421 i FGISTERE� `�44�i 111j',nf4 ,,. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZE➢ BY DAVID W. DAY, P. E. , ON July 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions NO. DATE DESCRIPTION JOB NO. CAD NO. DATE 06/29/09 SHEET NO. 3� OF: 53 JUL 0 8 2009 E2.01 _ ELECTRICAL GENERAL NOTES 1. REFER TO DRAWING E1.00 FOR LEGEND, SYMBOLS & GENERAL NOTES. 2. REFER TO DRAWING MEP1.01 FOR OVERALL SITE PLAN. 3. REFER TO DRAWING E1.01 FOR ONE —LINE DIAGRAM. 4. REFER TO DRAWING E5.02 FOR ELECTRICAL DETAILS. 5. REFER TO DRAWING E6.02 FOR PANEL SCHEDULES. KEYED NOTES: O1 CONTRACTOR TO INSTALL FIXTURE IN THE ATTIC.. X1 11HVt-3 l I if 40 46 I TO tvk�rYl� ✓9l _ f t O1 LIGHTING PLAN MAINTANENCE BUILDING SCALE: 1/4" = 1'-0" FIXTURE SCHEDULE KEY MARK MANUFACTURER / CATALOG NUMBER DESCRIPTION A LIGHTOLIER GVB SERIES 2X4, SURFACE MOUNTED 2X4 FLUORESCENT, 32W 3-T8 LAMPS, 277V, PRISMATIC LENS, 20 GVB2SFS33227703, OR APPROVED EQUAL. GAUGE ROLLED STEEL FRAME, AE: SAME AS FIXTURE "A" SAME AS FIXTURE "A", EXCEPT WITH BODINE B100 FLUORESCENT EMERGENCY BALLAST B JS SERIES, JETSTAR SURFACE MOUNTED WRAPAROUND, 277V, 32W 2—T8 LAMP WRAPAROUND FLUORESCENT, 2' FIXTURE JS2A217277SO OR APPROVED EQUAL. C GSW SERIES CEILING MOUNTED FLUORESCENT, GSW4232277SO OR 277V, 32W 2—T8 LAMP FLUORESCENT, 6" X 4' FIXTURE APPROVED EQUAL. CE GSW SERIES CEILING MOUNTED FLUORESCENT, GSW4232277SOEM 277V, 32W 2—T8 LAMP FLUORESCENT, 6" X V FIXTURE OR APPROVED EQUAL. EXCELINE 175W METAL HALIDE, SURFACE MOUNT WALL PACK WITH D 333--175MA—L-8, OR APPROVED EQUAL. PHOTOCELL, 1 M175ED28 LAMP, 277V X1 LIGHTOLIER, EDGE LIT EXIT SIGNS EXIT LIGHT, SINGLE FACE AS INDICATED ON PLANS, UNIVERSAL LUNWIR, OR APPROVED EQUAL. EDGE —LIT, SELF —POWERED, WHITE FINISH, RED LETTERING M Technical D Services, Inc. 1tl IIJClRICt4 dND PILYBIMJ lixl/iilRli,Q 206 South South Mein P.O. Box 2348 Anahuac, Texas 77514 Phone 409-267-3552 Rex 409-267-3661 Texas State Registration k F-9943 PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 261.316.6920 fax i S•' � 11 1 ...:......................::...� / DAVID W: DAY / �.............................. 32421 11�OT :PfGISTERE�•��r'' YIX�SILINAL THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED DY DAVID W. DAY, P. E. , ON July 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions NO. DATE DESCRIPTION JOB NO. CAD NO. DATE 06/29/09 SHEET NO. 3g OF: 53 �, JUL 08 2009 �. E2.02 01 ELECTRICAL PLAN RESTROOM/CONCESSIONS 1 SCALE: 1/4" = V-O" ELECTRICAL GENERAL NOTES 1. REFER TO DRAWING E1.00 FOR LEGEND, SYMBOLS & GENERAL NOTES. 2. REFER TO DRAWING MEP1.01 FOR OVERALL SITE PLAN. 3. REFER TO DRAWING E1.01 FOR ONE —LINE DIAGRAM. 4. REFER TO DRAWING E5.02 FOR ELECTRICAL DETAILS. 5. REFER TO DRAWING E6.02 FOR PANEL SCHEDULES. Ty � .O F �" 4iyg Cy41vG 0 - ' ��` IN16 M Technical D Services, Inc. rc�4 AND PIDYH A" I AlMlRW AUCHAP 7 South 206 South Mein Main P.O. Sox 2348 Anahuac, Texas 77514 Phone 409-267-3552 Fax 409-267-3661 Texas State Registration # F-9943 PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 M ■ ■ ■i ■ PORTERFIELD :TS, INC. A.I.A. LEAGUE TY27TEXAS Try I C573 281.332.6680 281.316.6920 fax ........ i S.• '9`f �1 *: ..:.......................:.. ; DAVID W. DAY ................ 32421 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P. E., ON July 6; 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions JOB NO. CAD NO. DATE 06/29/09 SHEET NO. r , i 01 ELECTRICAL PLAN MAINTENANCE BUILDING 1 SCALE. 1/4 — 1 -0 ELECTRICAL GENERAL NOTES 1. REFER TO DRAWING E1.00 FOR LEGEND, SYMBOLS & GENERAL NOTES. 2. REFER TO DRAWING MEP1.01 FOR OVERALL SITE PLAN. 3. REFER TO DRAWING E1.01 FOR ONE —LINE DIAGRAM; 4. REFER TO DRAWING E5.01 & E5.02 FOR ELECTRICAL DETAILS. 5. REFER TO DRAWING E6.01 FOR PANEL SCHEDULES. 6. CONTRACTOR TO INSTALL PULL BOXES (BROOKS OR EQUAL) EVERY 250'. KEYED NOTES: OCONTRACTOR TO MOUNT TRANSFORMER AND DISCONNECT IN THE ATTIC. 1F rbEcr8,yMEq� ,Y ��QDI 1QROVSD ptRR. A &,q rp rHFClyls8s�-Rp 4l L ppURp'lp�"ING M Technical D Services, Inc.. P.IJCYYCIR INO PIDYB MJ lAC,MIwAO 206 South Mein P.O. Box 2348 Anahuac, Tuna 77514 Phone 409-2673552 Fax409-267-3661 Texas State Registration k F-9943 t v PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax i SP:�E OF Te' Y i S• 9f Itl l DAVID W. DAY / .............................../ �t '• 32421 i r SfGISTEV;-�`�44�i THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P. E. , ON Juty 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions N0. DATE _ DESCRIPTION JOB NO. CAD NO. DATE 06/29/09 SHEET N0: 40 r�3 JUL 08 2009 E3.02 3/4" C. �— BUSHING — SPEAKER —� W/BACK BOX 3/4" C. — - BUSHING --,, BUSHING �--- V V F F 1 /2" C. -- 3/4" C. -- -- 1 /2" C. S FIRE ALARM EQ_ ' F F CONTROL R R R R 1900 -- PANEL (FACP) BOX SP W TO FIRE FIRE ALARM WATER TELEPHONE 1900 A/V DEVICE RISER J TERMINAL BOX DAUTO IALER "UES" TEMPERATURE LIGHT CONTROL SWITCHES INSULATED THROAT CONNECTOR 1900 BOX L TV OUTLET 16" A.F.F. WITH COAX CONNECTOR FINISH FLOOR I 1 4 4 DATA/TELEPHONE OUTLET OUTLET 42" A.F.F. �I NOTE: COORDINATE EXACT LOCATION OF ALL DEVICES WITH ARCHITECT PRIOR TO ROUGH -IN. ;TYPICAL DEVICE ELEVATIONS. NOT TO SCALEEDa - II I) I GRADE OR PAVING (I CADWELD "VB" TYPE CONNECTION 8 II MIN. 24 COVER I 1" PVC CONDUIT, 1'-6" LONG L "YF GRADE #2/0 COPPER CONDUCTOR TO GROUND GRID MEM DEDICATED 120V CIRCUIT REFER TO FLOOR PLAN FIRE ALARM SYSTEM SEQUENCE OF OPERA WHEN A FIRE ALARM CONDITION IS DETECTED VIA THE MAIN FIRE ALARM CONTROL PANEL BY ANY OF 11 THE FOLLOWING FUNCTIONS SHALL OCCUR: 1. THE SYSTEM COMMON ALARM LED ON THE CPU MODULE SHALL FLASH. THE INTEFANL AUDIBLE TRi ACKNOWLEDGING THE ALARM CONDITION SHALL SILENCE THE AUDIBLE TROUBLE DDICE AND REVERT ALARM LED'S TO A STEADY STATE. 2. AN 80 CHARACTER BACK -LIT LCD DISPLAY SHALL INDICATE ALL APPLICABLE INFORMATION ASSOCIA INCLUDING ZONE, DEVICE TYPE, DEVICE LOCATION AND THE TIME OF ALARM. LOCATION OF ZONING FIELD PROGRAMMED TO THE RESPECTIVE PREMISES. 3. A THREE CHANNEL DIGITAL ALARM COMMUNICATOR SHALL BE INTERGRALLY PROVIDED AND TRANSMI' TO AN APPROVED REMOTE CENTRAL STATION MONITORING FACILITY. CONNEC11ON AND SERVICE IS - 4. ALL AUTOMATIC EVENTS PROGRAMMED TO THE ALARM POINT SHALL BE EXECUTED AND THE ASSOCI, OUTPUTS BE ACTIVATED. DEFINE EVENTS IN THE PROGRAMMING/DATA MATRIX. 5. HVAC SYSTEM DELIVERING OVER 2000 CFM SHALL BE DEACTIVATED AND ANY ASSCCIATED FIRE/SMC 6. RELEASE ALL MAGNETIC DOOR HOLDERS. GENERAL NOTES: A. THIS BUILDING HAS A SPRINKLER SYSTEM. INSTALL SMOKE DETECTORS AS REQUIRED BY LOCAL COD BY SPRINKLER SYSTEMS. 2 IFIREALEALARM RISER DIAGRAM I NOT TO SC PROVIDE ROD BOL GRADE OR PAVING JOISTS 12 DIAMETER PVC PIPE, PROVIDE 18" LONG WITH COUPLING CLAMPS i AND RECESSED PLUG ....... ............ II 6" #2/0 COPPER CONDUCTOR \(J TREATED WOOD NAILER-/ / 1" CONDUIT STRAP, 2-HOLE CADWELL TYPE "GN" CONNECTOR TO GROUND GRID SCHEDULE 40 STEEL RIGID STEEL GALVANIZED CONDUIT #2/0 COPPER CONDUCTOR TO GROUND ROD 5/8" X 10' COPPER CLAD GROUND ROD 5/8" COPPER CLAD GROUND ROD SLEEVE, SEAL WITH 20 YEAR CAULK PROVIDE UNISTRUT CHANNEL AND ALL NO REFER TO ARCHITECTURAL DRAWINGS FOR ROOF DETAILS. NECESSARY MOUNTING HAR__ ... DWARF 1407 pp 3 ; COLUMN GROUNDING GROUND ROD DETAIL - 5; 4 EPCDD,.UWG' 'GROUNDING TEST WELL; 6 ;UNISTRUT CONDUIT DETAILNOT TO SCALE 1 ;UNI TRk Tir ETAIL NOT TO SCALE EPC001.DWG NOT TO SCALE .. EPCOOI.DWG, NOT TO SCALE EPCOOi.DWG ,NOT TO SCAL _ 'ATED _ _ w00D EPCOOI.OWG FILL WITH EXPANDABLE EXTERIOR GROUT _ °y WEATHERPROOF DISCONNECT nl u h$Ix'In (6" >�I m SEAL-TITE FLEXIBLE SWITCH FOR MECHANICAL EQUIPMENTI wall$ $ a -Inch CONNECTION TO EQUIPMENT HANK ! where drain e re U edUd p/U/77L ), waste & v �. EPDXY COATING TO EXTERIOR FRAME STEEL 3/16 $ In$ta11e e t COVER JOINT TO FORM STITCH WELD 1-1/2" ON 6" i d TIGHT SEAL EPDXY COATING CENTER o 0 /RIGIDGALVANIZED STEEL CONDUIT PENETRATING o 0 C—CHANNEL CONDUIT (TYPICAL) THROUGH SEAL PLATE o o DISCONNECT SWITCH FABRICATED WITH 3/16" CAP FUTURE 20A, 125VAC DUPLEX STEEL EMBEDDED IN END VIEW CONDUIT BRAZE EACH PENETRATION ON o o RECEPTACLE GFCI WITH CONCRETE PENETRATIONS FOR EACH SIDE TO FORM TIGHT " o o MIDLAND ROSS ;�WGF100-CV AIR TIGHT SEAL SEAL (GRIND SMOOTH) I SELF -CLOSING COVER CONTINUOUS SEAL WELD o 0 AROUND PERIMITER OF o o UNISTRUT MOUNTING 3 16 STEEL PLATE TO 2 7/8" MIN SPACING o o CHANNEL(S) CHANNEL FRAME ' FABRICATED TIGHT SEAL 01 o C-CHANNEL FLANGE _"� O O _— TIGHT SEAL o o 1 1/2 CONDUIT o o ! MIDLAND ROSS #T14-PL jb �0/)/ Epp WEATHERPROOF 86X (OR APPROVED EQUAL) 1 jyF F/�� �PQL�O 3/16" STAINLESS —;_ O O �\ -, TIGHT SEAL 00 00 HOUSEKEEPING PAD �OTHFC q �� fs STEEL PLATE ; - 2 1 /2" CONDUIT > j �'�C 04,, /) js�'/ 144 3 3/8" MIN SPACING.: ` y, :...:• . • ... �. .> :: • ': `f" 1 PLAN VIEW �/w00 NDTE, ALL FINISHED CONDUIT SEALS SHALL HOLD 5 INCHES OF NEGATIVE STATIC PRESSURE FOR 2 HOURS, 2 1/2 INCHES FOR 24 HOURS; WITHOUT LEAKAGE. - ALL CONDUITS FAILING THE PRESSURE LEAKAGE TEST SHALL HE REFER TO PLANS' 120V CIRCUIT FOR ROOF MOUNTED INVESTIGATED TO DETERMINE REASON FOR FAILURE AND REPAIRED. AFTER - REPAIR THE CONDUIT SHALL BE RETESTED. , Technical ..__.. _ . _ D Services, Inc. 8 SEALED CONDUIT PENETRATION . A=4ANDMM AWIMMM DISCONNECT SWITCH MTG DETAIL ROOF MOUNTED RECEPTACLE P. 206 South Main NOT TO SCALE 1 Q _ EPC002 DWG; NOT TO SCALE EPC002.DWG NOT TO SCALE P.O. Hox2348 Anahuae,Texas77614 .. ._..__... .., _.. .. __...... ... ....__.. ....._._.... _... _..,. _. .. _.. ,. � Phone 409-267-3662 Fax 409-267-3661 _. .....__.. __._ ,- -.. _.... .. _... Texas State Registration N F-9943 EPC002 DWG; v RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6660 281.316.6920 fax i �Pt E. Of.. jE',r9 li / DAVID W. DAY / /.............................../ 1tl A. 32421 1FGIS...... THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P. E. , ON July 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions N0. DATE DESCRIPTION JOB NO. CAD NO. DATE 06/29/09 SHEET NO. 41 OF: , ._ = 53 JUL 08 2009 _ it -5 .02 C 45,000 AIC Rating Lighting Class Panelboard HV1 Existing X New 277/480 Volt,3-Phase,4-Wire 1 Section 1 -Name Rating X MCB 150 AMP MCB MLO 225 AMP BUS (Copper) ISO. GRND. BUS X Single Double Feed - Thru Mounting X Surface Flush Notes Load (VA) Description Type Wlre CB CKT # PH CKT # CB W re Type Description Load (VA) Notes 770, LTG GARAGE/SHOP L 12. 20/1 1 A 2 20/1 600 LTG MTG RM/OFFIC L 12 20/1 3 B 4 20/1 500 LTG KITCHEN/RR L. 12 20/1 5 C 6 20/1 350 LTG STOR CLOSE L 12 20/1 7 A 8 20/1 350 EXTERIOR LTS L 12 20/1 9 e to 20/1 140 ATTIC LTS L 12 2011 11 C 12 20/1 6094 EWH-5 WH 10 30/1 13 A 14 2011 20/1 15 B 16 20/1 20/1 17 C 18 20/1 19 A 20 21 B 22 23 C 24 25 A 26 27 B 28 29 C 30 31 A 32 33 B 34 35 C 36 45000 )(FMR, TLB sp 4 70/3 37 A 38 39 B 40 41 C 42 53,804 Subtotal Subtotal 0 N.E.C. (2005) Load Type Conn. Fct. Diversity N.E.C. (2005) Conn. Fct. Diversity 220.44 220.56 . 220.60 220.60 220.60 (R) Recept. (K) Kitchen (C) Cooling (H) Heating (F) Fans (M) Misc. 0 0 1000/a 0 0% 0 0% 0 100% 0 100% 0 0 0 0 0 0 210.20(a) 620.14 220.50 (L) Lighting (EL) Ext. Ltg. (E) Elevators (WH) Water Ht. (MT) Lrg. Mot. (SP) Sub Panel 2,710 0 0 6,094 0 45,000 125% 125% 1000/0 100% 125% 100% 3,388 0 0 6,094 0 45,000 Total Connected Load 53,804 VA = 64.7 AMPS Total Load (Diversified; 54,482 VA = 65.6 AMPS Location of Panel: CONCESSION STAND 45,000 AIC Rating Lighting Class Panelboard HV2 Existing X New 277/480 Volt,3-Phase,4-Wire 1 Section 1 -Noma Rating X MCB 150 . AMP MCB MLO 225 AMP BUS (Copper) ISO. GRND. BUS X Single Double Feed - Thru Mounting X Surface Flush Notes Load (VA) Description Type Wire CB CKT Poi CKT CB Wire Type Description Load (VA) Votes 9141 1 EWH-1 WH 8 40/1 1 A 2 20/1 12 L LTS CONCESSION 600 9141 EWH-2 WH 8 40/1 3 B 4 20/1 12 L LTS MENS RR/STOR 1000 9972 EWH-3 WH 8 45/1 5 C 6 20/1 12 L LTS WOMAN RR 000 8 45/1 7 A 8 20/1 12 L MENU SIGN 600 600 TEAM SIGN L 12 20/1 9 B 10 20/1 12 L MENU SIGN 600 600 TEAM SIGN L 12 20/1 11 C 12 20/1 12 L OUTSIDE LTS 1920 20/1 13 A 14 20/1 20/1 15 B 16 20/1 20/1 17 C 18 2011 19 A 20 21 B 22 23 C 24 25 A 26 27 B 28 29 C 30 31 A 32 33 B 34 35 C 36 45000 Ti, XMFR LV5 SP 4 70/3 37 A 38 39 B 40 41 C 142 14,454 Subtotal Subtotal 5,520 N.E.C. (2005) Load Type Conn. Fct. Dweraity .E.C. (2005 Conn. Fct. Diversity 220.44 2.20.56 220.60 220.60 220.60 (R) Recept. (K) Kitchen (C) Cooling (H) Heating (F). Fans (M) Misc. 0 0 0 0 0 0 100% 00/a 09/a 1000/0 100% 0 0 0 0 0 0 210.20(a) 620.14 220.50 (L) Lighting (EL) Ext. Ltg. (E) Elevators (WH) Water Ht. (MT) Lrg. Mot. (SP) Sub Panel 6,720 0 0 28,254 0 45,000 125% 125% 1000/n 100% 125% 100% 8,400 0 0 28,254 0 45,000 Total Connected Load 79,974 VA = 96,2 AMPS Total Load (Diversified; 81,654 VA = 98.3 ' AMPS Location of Panel: CONCESSION STAND [ - GENERAL NOTES: 1. CABLE SHALL BE TYPE THHN-THWN 75-C COPPER, UNLESS NOTED OTHERWISE. 2. PROVIDE A SOLIDLY GROUNDED ELECTRICAL SYSTEM IN ACCORDANCE WITH SPECIFICATIONS AND NEC ARTICLES 230.95, 240.13 AND 250.52(A) (1) & (2)• 45,000 AIC Rating 45,000 AIC Rating Lighting Class Panelboard LV1 Existing Lighting Class Panelboard LV5 Existing X New X New 120/208 Volt,3-Phase,4-Wire X MCB 175 AMP MCB X Single Mounting 120/208 Volt,3-Phase,4-Wire X MCB 175 AMP MCB X Single Mounting 1 Section MLO 225 AMP BUS (Copper) Double X Surface 1 Section MLO 225 AMP BUS (Copper) Double X Surface 1 -Noma Rating ISO. GRND. BUS Feed - Thru Flush 1 -Noma Rating ISO. GRND. BUS Feed - Thru Flush Notes Load (VA) Description Type Wire CB C# PH C# CB Wire Type Description Load (VA) Notes Notes Load (VA) Description Type Wire CB C# Rd C# CB Wire Type Description Load (VA) Ntes 750 REFRIGERATOR R 12 20/1 1 A 2 20/1 1211 R RECEPTACLES 900 1176 EF-2 F 12 20/1 1 A 2 20/1 12 M FACP 500 900 RECEPTACLES R 12 2011 3 B 4 20/1 12/1 R RECEPTACLES 900 900 RECEPTACLES R 12 20/1 3 B 4 20/1 12 F ICE MACHINE 500 1080 RECEPTACLES R 12 20/1 5 C 6 20/1 1211 R RECEPTACLES 720 1500 DRINKING FOUNT M 12 20/1 5 C 6 20/1 12 K REFRIGERATOR 300 1176 MOTOR OP DOOR M 12 20/1 7 A 8 20/1 12/1 R FA CONTROL PNL 750 9194 FRYER K 6 60/2 7 A a 20/1 12 K UPRIGHT FREEZER 350 1176 MOTOR OF DOOR M 12 20/1 s B 10 20/1 12/1 R FA ANNUN PNL 750 9 B 10 20/1 12 K CHEST FREEZER 350 1176 MOTOR OP DOOR M 12 20/1 11 C 12 60/2 6 H AHU-1 12480 9194 FRYER K 6 60l2 11 C 12 20/1 12 R RECEPTACLES 900 96 EF-1 F 12 20/1 13 A 14 13 A 14 80/3 4 WH EWH-4 24120 20/1 15 B 16 35/2 10 MT CU-1 5512 9194 FRYER K 6 60/2 15 B 16 20/1 17 D 1e 17 C 18 19 A 20 900 FUTURE K 12 2012 19 A 20 20/1 12 F SF-1 664 21 B 22 21 B 22 - 23 C 24 300 ANNUCIATOR PNL M 12 20/1 23 C 24 25 A 26 25 A 26 27 B 28 27 B 28 29 C 30 29 C 30 31 A 32 31 A 32 33 B 34 33 8 34 35 C 36 " 35 C 36 37 A 38 337 A 38 9 B 40 39 B 40 c® 41 C 42 41 C 42 6,354 Subtotal Subtotal 22,012 32,358 Subtotal Subtotal 27,884 N.E.C. (2005) Load Type Conn. Fct. Diversity E.C. (2005 Conn. Fct. Diversity N.E.C. (2005) Load Type Conn. Fct. Diversity N.E.C. (2005 Conn. Fct. Diversity }✓ 220.44 (R) Recept. 6,750 6,750 210.20(a) (L) Ughtfng 0 125% 0 220.44 (R) Recept. 1,800 1,800 210.20(a) (L) Lighting 0 125% 0 220.56 (K) Kitchen 0 100% 0 (EL) Ext. Ltg. 0 125% 0 220.56 (K) Kitchen 29,482 65% 191163 (EL) Ext. Ltg. 0 125% 0 220.60 (C) Cooling 0 0% 0 620.14 (E) Elevators 0 100% 0 220.60 (0) Cooling 0 0% 0 620.14 (E) Elevators 0 100% 0 220.60 (H) Heating 12,480 woo/a 12,480 (WH) Water Ht. 0 100% 0 220.60 (H) Heating 0 0% 0 (WH) Water Ht. 24,120 100% 24,120 220.60 (F) Fans 96 100% 96 220.50 (MT) Lrg. Mot. 5,512 125°/a 6,890 220.60 (F) Fans 2,540 100% 2,540 220.50 (MT) Lrg. Mot. 0 125% 0 !F (M) Misc. 3,528 100% 3,528 (SP) Sub Panel 0 100% 0 (M) Misc. 2,300 100% 2,300 (SP) Sub Panel 0 1000/a 0 ARF H�qp 4QDj O Total Connected Load 28,366 VA = 78.8 AMPS Location of Panel: MAINTENANCE BUILDING Total Connected Load 60,242 VA = 167.3 AMPS Location of Panel: ZONE "D" THE 4 �Q AGARS Total Load (Diversified; 29,744 VA = 82.6 AMPS Total Load (Diversified; 49,923 VA = 138.7 AMPS TQ T yFcNJfir `RRQR�R /�I���4 U occ'u ���QR M Technical D Services, Inc. 206 South Main P.O. Box 2348 Anahuac, Texas 77514 Phone 409-2673552 Fax 409-2673661 Texas State Registration # F-9943 PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 ■ ■ ■1 RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax • .'•\P���F•'re'rq l % S ••. .•.s tt / DAVID W. DAY / /.............................. / tit A.• 32421 :' ttl0e' :2FG7STER�-�•'�44,�� THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. 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Ica-L" 2" i , ,/2n� , ,,2"T � � 2"�I T 'I'' n n I w n n I WOMEN �-2" n I n I n I TF n 1— n 2" n n I n n I WOMEN Zn n I n I 2^ n I 2" n „ n 4n 12 1/2" 1/2" is,1" 1" ," 1„ I i t I 1/2" I 1/2" I I I III EWH—, II I H- L-1 2 WC-1 WC-1 WC-1. I WC-1 WC=2 WC-1 WC-1 WC-1 ( I WC-1 WC-2 3"FD 1 WCO ` 3"FD 1 WCO FIRST FLOOR W/TP-1 W/TP-1 loop FIRST FLOOR PROVIDE SHOCK ABSORBER JAY R. SMITH FIG.5005 2" — 4" PROVIDE SHOCK ABSORBER JAY R. SMITH FIG.50IU. W/VB 3" PROVIDE SHOCK ABSORBER JAY R. SMITH FIG.5005 " 2" ;/4. ^T. J �� W/TP-1 PROVIDE SHOCK ABSORBER JAY R. SMITH FIG.5010 3n 4n 3 4 4" 4" 4" 4" 4" HOT DIPPED GALVANI � DRAWING INUATION FASTENERS REQUIRED PLUMBING RISER DIAGRAM RESTROOM FOA1 P-1 ON ALL TREATL'D ' O woos SCALE: NONE Minimum six-inch 61 iF r �R tiE ro T �OD�F, Walls shall be required Where drain, TO waste &vent Plumbing is installed, rNF �y41VG 60 Pyj ROOF 000 CCUR�f°�' 4 VTR i I— ROOF ------5 2"VENT CONNECT TO P-1 ---� —�2-- _---�2---------------------------------------------- "-4„ 2"VENT CONNECT TO P-2 CEILING I I I I 1 4" CEILING CONCESSION I 2" I 3/4" I 2" n n „ MEN 2" 2-f 2" 1 4S-11 " b I1 11/2 1/2is � 2"`2n 2" 2n 2�" 2," ITT 2" n 2- n �4" 1,2n 1/2"1/2" " I 1/2" 1/2" I I I I ( ," 1" ( I — I HS-1 SK-2 L-1 - WC-1 C-1 WC-1 I WC-1 2 L-1 I"-2 1 U—, U-1 U=2 I N� WC-2 I4 FS-1 I FIRST FLOOR W/TP-1 4" g_ 3"FD-1 W/TP-1 W/TP-1 Co FCO I M. n W TP �1 FIRST FLOOR FCO 4" WASTE CONNECT 3" 3" 3 FD-1 W/TP-191GT PROVIDE SHOCK ABSORBER 2" JAY R. SMITH FIG.5005 4 PROVIDE SHOCK ABSORBER JAY R. SMITH 419.5010 W/VB _ 3"?iJ PROVIDE SHOCK ABSORBER 2"� 4 JAY R. SMITH'FIG.5005 2 �� W/TP-1 PROVIDE SHOCK ABSORBER JAY R. SMITH FIG.5010 4„ SAN. SEWER, SEE 3n 4„ GT.4„ GT GT GT GT 4" 4" 4" 4" SEE CIVIL DRAWING 4" GREASE WASTE CONNECT FOR CONTINUATION TO GREASE TRAP, SEE CIVIL PLUMBING RISER DIAGRAM RESTROOMMONCESSION FOR P-2 0 2 SCALE: NONE M Technical LJ Services, Inc. 206 South Mein P.O. Box 2348 Anahuac, Texas 77514 Phone 409467-3552 Fax 409-267-3661 Texas State Registration 0 F-9943 4 PROPOSED MW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 261.332.6680 281.316.6920 fax irS�PtE UE rFk?s III /...:.........................../ / DAVID W. DAY / /.............................. / ttt o. 32421 II�O� PFGISTERE9'' v�� - IIL�SSIONAI ENT THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P. E. , ON July 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions NO. DATE DESCRIPTION JOB NO. CAD NO. DATE 06/29/09 SHEET NO. OF: JUL 0 S 2009 P3.01 J. R. SMITH FIG. SAVER TRAP PF FLOOR DRAIN WITH D SEAL FLOOR TRAP �— PIPING UNDER SLAB PROVIDE SLEEVE 1/2-PIPING IN WALL "PRIME-EZE"TRAP PRIMER 01 SCALE: NONE - CLEANOUT - SEE SPEC'S FINISHED FLOOR -4 7 4 d {e FINISHED FLOOR CLEANOUT 05 SCALE: NONE FINISHED FLOOR L p• CAST IRON OR PVC FIELD VERIFY BRASS PLUG AND FERRULE FLUSH WITH FINISH FLOOR n CAST IRON 1/8 BEND OR PVC AS PER CITY CODE 2-WAY CLEANOUT DETAIL 07 1 SCALE: NONE CLAMP TO 4LB LEAD SHEET, 24"x24" AND WATERPROOFING I" TRAP 37. `SUPPORT AT THIS POINT SEAL 'P' TRAP NOTE: FOR DEEP SEAL P—TRAP TRAP PRIMING IS NOT REQUIRED. FLOOR DRAIN WITH TRAP PRIMER DETAIL 02 SCALE: NONE - WALL SCHED. 40 PIPE SLEEVE NON -HARDENING SEALANT IOWA `— SEAL AROUND PIPE WEATHER TIGHT �l TURN -LEAD FLASHING DOWN 2" MINIMUM INTO STACK PLUMBING VENT STACK. COORDINATE REQUIRED HEIGHT WITH LOCAL JURISDICTION — 4" LB./SQ. FT. LEAD FLASHING OVER VENT STACK ----- SEALANT & BASE FLASH NG RE: ARCHITECTURAL DRAWINGS BUILT—UP ROOF SYSTEM RE: ARCHITECTURAL SANITARY VENT PIPE SEE PLAN FOR SIZES ROOF STRUCTURE RE: STRUCTURAL DRAWINGS METAL DECK -- NOTE: LOCATE VENTS WITH A MINIMUM OF 24" CLEAR TO ANY VERTICAL SURFACE AND A MINIMUM OF 15' TO ANY BUILDING OPENING. SANITARY VENT TERMINAL -VTR DETAIL 03 SCALE: NONE w w? d --I n. 0 o a 3/4" HOLE 3 -7 I- V) vo L 1/$n 3/4" 2-1/4" 9F THE APPROVEII PLANS S ARE MODIFIED, A NE0 SUBPJ71TTAL TO THE CITY IS REQU RED PRIOt1 TO THE CHANGE OCCURRING TOP VIEW 1-1/4" S-7" 1/2" SCALE=1" =1'=0" ------t CAST IRON FRAME AND COVER PIPE THRU WALL DETAIL OV MA SCALE: NONE - FINISHES ACCESS SECURING WALL CLEAOUT DETAIL OV x^ SCALE-' NONE on earth 15" DIA. ID CUT OUT PIPE TO ; r: + SPRING LINE w•s.:v+ram. w GROUT {, + EXISTING SEWER XIS • CONCRETE PAB ' %'' PROP. 15" T&G .`� +'. •;., (SEE NOTES 2 & i )•.,• •, CONCRETE CONCRETE FRONT VIEW SIDE VIEW WITH RING AND COVER NOTES i SAMPLINrY wFi I AUST RF INCTAI i _ .PERMIT. 2. USE 15" T&G R.C.P. FOR INSTALLATION FOR INSTALLATION 6'-•.0" DEEP AND LESS. 3. USE 24" T&G R.C.P. FOR INSTALLATION GREATER THAN 6'-0" DEEP. (STD RING AND M.H. COVER REQUIRED). 4. SAMPLING WELL MUST BE SET IN A CIRCULAR OR SQUARE CONCRETE PAD ( 1'-0" GREATER THAN OUTSIDE DIAMETER OF'•PIPE). 5. INSIDE INSTALLATION NOT PERMIIITED, WHERE OUTSIDE INSTALLATION IS POSSIBLE. 6. INSTALLATION INSIDE BUILDING MUST BE POURED IN PLACE (15L MIN) NO CONCRETE PIPE. LAWN INSTALLATION MUST BE 4" ABOVE FINISH GRADE. DRIVE & SIDEWALK INSTALLATION MUST BE BROUGHT TO FINISHED 7. GRADE 8. TO BE INSTALLED ON PRIVATE POROPERTY, IN AN ACCESIBLE LOCATION TO CITY PERSONEL SPECIFICATIONS CONCRETE: CLASS 1 CONCRETE WITH OF DESIGN STRENGTH OF 4500 PSI AT 28 DAYS. UNIT IS OF MONOLITHIC CONSTRUC11ON AT FLOOR AND FIRST STAGE OF WALL WITH SECTIONAL RISER TO REQUIRED DEPTH. C.I. CASTINGS: CAST IRON FRAMES AND GRATES ARE MANUFACTURED OF. GREY CAST IRON CONFORMING TO ASTM A48-76 CLASS 30, HEAVY-DUTY AASHTO H-20 SAMPLE WELL DETAIL 09 SCALE.' NONE 1*410111#1H qUt _ .•�. II I IIiII I IIiII I liI ..•'•'.° • GRADE BEAM SEAL OPENING AROUND PIPE AFTER INSTALLATION FLUSH WITH FINISHED FLOOR CONTINUOUS COPPER PIPE INSERTED IN PVC SLEEVE AFTER EXTERIOR WALL CONSTRUCTION IS COMPLETE LONG RADIUS PVC SCHEDULE 40 BEND FROM PVC TO TYPE Y COPPER PIPE COLD WATER ENTRY DETAIL 04 SCALE: NONE INDICATI '^NAMEPLATE •: MPG: PARK EQUIP. 800-256-8047 14 6' PVC DOUBLE MODEL• GT TEE MANIFOLD '•� - DATE MANUFACTURED:, - TO PUBLIC SEWER SYSTE •. N � ® _ 0 ' . INLET AND OUTLET PIPING PROVIDED BY OTHERS. GRADE FROM KITCHEN WASTE 1f_Raupjy IRONFRAME INLET GREASE INTERCEPTOR SCHEDULE * PARK EQUIPMENT CO. OR EQUAL MODEL NO. * CAPACITY USGOI I GREASE CAP. (LBS) EMPTY WT (LEIS) I LENGTH I L WIDTH I W HEIGHT H INLET FL1 OUTLET FL2 GT-750 750 1700 10000 1 7'-10" 1 4'-4" 6'-0" 4'-5" 4'-2" FROM KITCHEN TYPICAL APPLICATIONS INCLUDE COMMERCIAL AND INDUSTRIAL SEWER LINE FOOD SERVICE KITCHENS WHERE EXCESSIVE GREASE MAY WASTE INTERFERE WITH THE PROPER DRAINAGE OF THE SEWER ® GREASE TRAP SYSTEM. THE GREASE INTERCEPTOR IS GENERALLY BURIED BELOW GRADE FOR GRAVITY FLOW SEWER SYSTEMS, A SAMPLE WELL IS UTILIZED ON THE OUTLET SIDE FOR SAMPLING BY THE SAMPLE WELL LOCAL WATER AUTHORITY. TO SANITARY SPECIFICATIONS SEWER CONCRETE: CLASS 1 CONCRETE WITH DESIGN STRENGTH OF 4500 PSI AT 28 DAYS. UNIT IS OF MONOLITHIC CONSTRUCTION AT FLOOR, FIRST STAGE OF WALL AND BAFFLE WITH SECTIONAL RISER TO REQUIRED DEPTH. (MONOLITHIC BAFFLE REQUIRED, SLIDE -IN TYPE IS NOT ACCEPTABLE). REINFORCEMENT: GRADE 60 REINFORCED WITH STEEL REBAR CONFORMING TO ASTM A615 ON REQUIRED CENTERS OR EQUAL. C.I. CASTINGS: MANHOLE FRAMES, COVERS OR GRATES ARE MANUFACTURED OF GREY CAST IRON CONFORMING TO ASTM A48-76 CLASS 30. MANHOLE SHALL BE NOMINAL 24 INCH DIAMETER AND BE TRAFFIC DUTY. ENGINEERING DATA THE GREASE INTERCEPTOR IS STRUCTURALLY & HYDRAULICALLY ENGINEERED TO CONFORM TO REGIONAL PLUMBING CODES RECOMMENDED IN MOST CITIES. CONSULT WITH LOCAL AUTHORITIES FOR SPECIFIC APPLICATION REQUIREMENTS. SHOP DRAWINGS SHALL INCLUDE COMPLETE STRUCTURAL & BUOYANCY CALCULATIONS CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. CONSULT WITH PARK EQUIPMENT COMPANY FOR EXACT EXCAVATION DIMENSIONS & SHIPPING INFORMATION. GREASE TRAP DETAIL SCALE: NONE 10 M Technical Services, Inc. P..m..>�..�. 206 south Main P.O. Box 2348 Anahuac, Texas 77514 Phone 409-267-3552 Fax 409-267-3661 Texas State Registration 4 F-9943 PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3000 Canada Road, 77571 2 ■ ■ .' RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 261.332.6680 281.316.6920 fax s�P��' ��'•rFkv T1 •`1 / DAVID W. DAY / /... :.........................../ ltl A. 32421. II�Or�;FGISTERE�l�a��� : THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P. E. , ON July 6, 2009 7-672009 ISSUED FOR CONSTRUCTION Revisions NO. DATE DESCRIPTION JOB NO. CAD NO. DATE 06/29/09 SHEET NO. 4(o l JUL 0 8 2009 OF: 53 P4.01 JEW It PLUMBING FIXTURE AND CONNECTION SCHEDULE SIZE OF CONNECTION SYMBOL DESCRIPTION REMARKS TRAP SS SV CW HW WSc1 WATER CLOSET — 4" 2" 1" — AMERICAN STANDARD No. 2257.103 'AFWALL" VITREOUS CHINA, WALL HUNG SIPHON JET WATER CLOSET WITH ELONGATED BOWL. PROVIDE SLOAN "ROYAL" 111 QUIET, EXPOSED, DIAPHRAGM TYPE, CHROME PLATED CLOSET FLUSHOMETER WITH VADAL RESISTANT STOP CAP. CHURCH 9500—SSC WHITE OPEN FRONT SEAT WITH CONCEALED STAINLESS STEEL CHECK HINGE. A SMITH OR APPROVED EQUAL CARRIER STYSTEM. RE: ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. Wc_2 WATER CLOSET — 4' 2" 1" — SAME AS WC-1. INSTALL AT ADA HEIGHT. RE: ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. WC-3 WATER CLOSET — 4" 2" 1/2" — AMERICAN STANDARD No. 2377.100 CADET VITREOUS CHINA, 16.5" H, LOW CONSUMPTION FLOOR MOUNTED, TANK TYPE SIPHON JET WATER CLOSET WITH ELONGATED BOWL, CHURCH 9500—SSC WHITE OPEN FRONT SEAT WITH CANCELED STAINLESS STEEL CHECK HINGE, OR APPROVED EQUAL U-1 URINAL — 2" 2" 3/4" — AMERICAN STANDARD No. 6541.132 "ALLBROOK" VITREOUS CHINA, WALL HUNG SIPHON JET URINAL PROVIDE SLOAN "ROYAL" 186-1 QUIET, EXPOSED, DIAPHRAGM TYPE, CHROME PLATED URINAL FLUSHOMETER WITH VANDAL RESISTANT STOP CAP. PROVIDE MIFAB MC-31 FLOOR MOUNTED URINAL CARRIER, OR APPROVED EQUAL RE: ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. !J_2 URINAL — 2" 2" 3/4" — SAME AS !-_1 EXCEPT INSTALL AT ADA HEIGHT. RE: ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. AMERICAN STANDARD No. 9482.000 "OVALYN" UNIVERSAL ACCESS UNDERCOUNTER LAVATORY VITREOUS CHINA, PROVIDE AMERICAN STANDARD No. L� LAVATORY 1-1/2" 2" 2" 1/2" 1/2" 5502.170 "MONTERREY .TWO HUNDLE CENTERSET LAVATORY FAUCET WITH CONVENTIONAL SPOUT AND 4" WRIST HANDLE, GRID STRAINER LESS POP—UP. PROVIDE McGUIRE PART No. B8872 CAST BODY P—TRAP WITH CLESN OUT AND WITH TUBULAR WALL WEALL BEND, AND No. 165LK LAVATORY SUPPLY. PROVIDE THERMAL MIXING VALVE TMV t IF REQUIRED. RE: ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. L_2 LAVATORY AMERICAN STANDARD No. 9482 000 "OVALYN" UNIVERSAL ACCESS UNDERCOUNTER LAVATORY VITREOUS CHINA, PROVIDE AMERICAN STANDARD No. "MONTERREY 1-1/2" 2" 2" 1/2" 1/2" 5502.170 .TWO HUNDLE CENTERSET LAVATORY FAUCET WITH.CONVENTIONAL SPOUT AND 4" WRIST HANDLE, GRID STRAINER LESS POP—UP. PROVIDE McGUIRE PART No. PW2125WCPRO PREWRAPPED CAST BODY P—TRAP WITH CLESN OUT AND WITH TUBULAR WALL WEALL BEND, AND LAVATORY PREWRAPPED OFFSET. AND No. 165LK LAVATORY SUPPLY. PROVIDE THERMAL MIXING VALVE TMV-1 IF REQUIRED. ADULT ADA HEIGHT. RE: ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. L= LAVATORY 1-1/2" 2" 0 1/2" 1/2" AMERICAN STANDARD No. 0355.012 "LUCERNE" VITREOUS CHINA, WALL HUNG LAVATORY. PROVIDE AMERICAN STANDARD No. 2385.406 RELIANT FAUCET INCLUDE McGUIRE PART No. PRODRAINWC OFFSET LAVATORY GRID STRAINER LESS OVERFLOW, PART No. BV2165 LAV SUPPLY KIT, PART No. 8902 P—TRAP W/C.O., P—TRAP SHALL BE INSULATED WITH TRUEBRO "HANDI—LAV" GUARD OR APPROVED EQUAL PROVIDE MIFAB MC-41 CONCEALED ARM CARRIER OR APPROVED EQUAL REFER ARCHITECTURAL FOR ADA HT. Slit DOUBLE BOWL SINK 1-1/2" 2" 2" 1/2" 1/2" DOUBLE BOWL SINK—ELKAY MODEL No. LRAD3322 18 GAUGE STAINLESS STEEL, ADA COMPLIANT OFFSET DRAIN OPENING, SELF —RIMMING SINK. AND SINGLE LEVER KITCHEN FAUCET MODEL LK-4100 HIGHLY POLISHED -CHROME PLATED. ADA COMPLIANCE OFFSET DRAIN OPENING. McGUIRE PART No. 151 BASKET STRAINER, PART No. 2165LK LOOSE KEY ANGLE SUPPLY STOPS, PART No. 8912 P—TRAP W/C.O. SK_2 3—COMPARTMENTS 1-1/2" 2" 2" 1/2" 1/2" ELKAY MODEL WNSF8360LR WITH LK 167 PRE —RINSE SWING FAUCET WITH LEVER HANDLES. HS-1 HAND SINK f� 1-1/2" 2" 2" 1/2" 1/2" ELKAY MODEL CHS1.7162 STAINLESS STEEL HAND WASH—UP SINK. PROVIDE ELKAY LK393 CHROME PLATED MIXING FAUCET WITH 4" WRIST BLADE HANDLES (� AND 9" RIGID/SWING GOOSNECK SPOUT WITH VANDAL RESISTANT ANTI— HOSE AERATOR, 8" CENTERS IP-1 TRAP PRIMER — — - — — PROSET TRAP GUARD SYSTEM. INDIVIDUAL MODEL NUMBERS SCHEDULED W/ FLOOR DRAINS/SINKS. F_--2 TRAP PRIMER — — — 1/2" — JR SMITH FIG No.2698 PRIME—EZE WATER SAVER TRAP PRIMER. ED-1 FLOOR DRAIN 3" 3" 2" — — PROVIDE MIFAB MODEL No. F1100-3 LACQUERED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, AND STANDARD SATIN FINISH NICKEL BRONZE STRAINER WITH VANDAL PROOF STAINLESS STEEL ALLEN KEY SCREWS. PROVIDE DEEP SEAL P—TRAP OR WITH CONNECTION FOR TRAP PRIMER AS REQUIRED (SEE DRAWINGS). HD_]_ FLOOR DRAIN 3" 3" 2" 1/2" PROVIDE MIFAB MODEL No. F1480—C—FL-4-5 EPDXY COATED LARGE CAPACITY FLOOR DRAIN WITH DUCTILE IRON HALF GRATE, SEDIMENT BUCKET, AND MEMBRANE CLAMP,PROVIDE DEEP SEAL TRAP. DE-1 DRINKING FOUNTAIN 1-1/2" 2" 2" 1/2" — MDF MOST DEPENDABLE MODEL 475 WM TWO STATION, SELF—CONTAINED, WALL HUNG, BARRIER —FREE, LEAD FREE, DRINKING FOUNTAIN. PROVIDE MDF 475 FLOOR MOUNTED CARRIER, MCGUIRE PART No. 8912 P—TRAP AND PART No. 2165 LAV SUPPLY KIT. COLOR TO BE SELECTED BY ARCHITECT. INSTALL ACCORDING TO MANUFACTURE'S SPECIFICATIONS. WH 1 WALL HYDRANT — — — 3/4" — PROVIDE MIFAB MODEL No. MHY-20 ASSE 1019—B CERTIFIED EXPOSED TYPE, SELF DRAINING, NON —FREEZE WALL HYDRANT WITH ASSE 1011 APPROVED ANTI —SIPHON ANDVANDAL VANDAL RESISTANT INTEGRAL VACUUM BREAKER . HB-1 HOSE BIB — — — 3/4" — CHICAGO FAUCET No. 387 WITH No. E27 SPOUT OUTLET VACUUM BREAKER, POLISHED CHROME PLATED.' XT-1 EXPANTION TANK _ _ _ 3/4" _ THERM—X—TROL ST-5 OR APPROVED EQUAL TMV_1 THERMAL MIXING VALVE — — — 3/8" 3/8" SYMMONS MODEL No. 5-130 "THERMIXER" THERMOSTATIC MIXING VALVE. ALL BRONZE REMOVABLE PISTON AND THERMAL MOTOR WITH STANDARD ROUGH BRONZE FINISH AND 3/8" COMPRESSION INLETS AND OUTLET. TO BE INSTALLED ON LAVATORIES AND SINKS IF REQUIRED. DUAL -CHECK B 1 BACKFLOW _ — — 1/2" — WATTS SERIES Cu7 COPPER —BODY DUAL —CHECK BACKFLOW PREVENTER, WITH MODULAR CHECK VALVE FOR EASY MAINTENANCE. PREVENTER IMB-1 ICE MAKER BOX — — — 1/2" — GUY GRAY MFG. MODEL No. BIM875. 20 GAUGE GALVANIZED STEEL BOX, 18 GAUGE GALVANIZED STEEL FACE PLATE, FURNISHED WITH 1/271P X 1/4" OD COMPRESSION ANGLE VALVE. M5-1 MOP SINK 3" 2" 2" 1/2" 1/2" FIAT PRODUCTS MODEL No. TSB-3624 OR APPROVED EQUAL SERVICE SINK WITH 12" HIGH WALLS, 3" STAINLESS STEEL COMBINATION DOME STRAINER AND LINT BASKET OUTLET, ACID RESISTANT, MOLDED STONE (COLOR AS SPECIFIED BY ARCHITECT). REMOVABLE VINYL -COATED RIM GUARD No. V-70-24. SINK FITTING T&S No. 7-10—VB ROUGH CHROME PLATED BRASS FINISH, RIGID SPOUT, WALL BRACE, INTEGRAL STOPS, PAIL HOOK, HOSE END, VACUUM BREAKER AND VANDAL PROOF SCREWS. PROVIDE 30" HOSE (MINIMUM) WITH STAINLESS STEEL BRACKET (EQUAL TO STERN — WILLIAMS No. T-35) AND STAINLESS STEEL MOP HANGER (EQUAL TO STERN — WILLIAMS No. T-40). PROVIDE 12" HIGH, 20 GAUGE TYPE 316 STAINLESS STEEL SPLASH GUARDS ON ALL WALLS ADJACENT TO THE SERVICE SINK. PROVIDE AND INSTALL INTERNAL WALL SUPPORTS IN ACCORDANCE WITH THE ARCHITECTS REQUIREMENTS FOR THE WALL BRACE ATTACHMENTS. 11/2-/2" SH_1 SHOWER ( 2" 2• 2" PROVIDE SYMMONS SAFETYMIX VISU—TEMP SHOWER SYSTEM COTG CLEANOUT TO GTADE — 4" — — PROVIDE MIFAB C1100—XR-4 AJUSTABLE FLOOR CLEANOUT WITH LAQUERED CAST IRON BODY, ANCHOR FLANGE, AND EXTRA HEAVY DUTY TOP FOR PAVED AREAS. SCHEDULE 40 PVC CLEANOUT MAY BE USED IN UNPAVED AREAS. ELECTRIC WATER HEATER SCHEDULE MARK SERVICE QUANTITY STOR. CAP. GAL RECOVERY ® 40' RISE ENERGY REQUIREMENTS ELEMENT WATTS WATER CONN. INCH MAKE AND MODEL EWH-1 ELEC'HE WATER HEATER RR WOMEN 1 TANKLESS 2.0 GPM 277V/10/ 33 AMPS 9.0 KW 1/2" EemoxX EX90T (4 LAV 0.5 GPM/EACH) FACTORY SET TEMP 105 DEG. F WITH 0.5 GPM TERN ON) ELEC'?RIC WATER HEATER RR MEN 1 TANKLESS 1.5 GPM 277V/10/ 33 AMPS 9.0 KW 1/2" EemoxX EX95T (3 LAV 0.5 GPM/EACH) FACTORY SET TEMP 105 DEG. F WITH 0.5 GPM TERN ON) EWH-3 ELECTRIC E WATER HEATER RR JAN 1 TANKLESS 1.5-2.5 . GPM 277V/10/ 36 AMPS 10.0 KW 1/2" EemoxX EX100T (1 MOP SINK, 1.5-2.5 GPM) FACTORY SET TEMP 105 DEG. F WITH 0.7 GPM TERN ON) EWH-4 ELECTRIC WATER HEATER CONCESSION 1 TANKLESS 4.0 GPM 208V/30/ 67A/PH 24.0 KW 1/2 " EemoxX EX240 1 SINK-1.0-2.0 GPM, 1 DW-1.0-3.0 GPM ( ) FACTORY SET TEMP 115 DEG. F WITH 1.0 GPM TERN ON) FwH-5 ELECTRIC WATER HEATER MAINTENANCE BUILDING 1 .40 61.0 GPM 277V/10/ 22 AMPS 3.0/3.0 KW 3/4 A.O. SMITH 40 GAL TINT, MODEL DEL 40 APPROXIMATELY SHIPPING WEIGHT 125 LB. NOT DIPPE p AL ON STEW S R VAIvIZEp ALL REATE© o .D Op MiN177 017 wh�a��a a all be re ch (6t) st Wc re Up' plumbing is - e 4 qylve t d 01/ ro01pq�c4G�4*� M Technical Services, Inc. P..o...�.�.o. 206 South Mein P.O. Box 2348 Anahuac, Texas 77514 Phone 409-267-3552 Fox 409-267-3661 - Texas State Registration % F-9943 PROPOSED NETT PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 :I;RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY,. TEXAS 77573 281.332.6660 281.316.6920 fax OF tr N 'l i S.•' 9f �1 / DAVID W. DAY / !! '• 32421 �• i THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P. E. , ON July 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions NO. DATE DESCRIPTION JOB NO. CAD NO. DATE 06/29/09 SHEET NO. 4- OF: JUL 0 S 2009 r P5.01 . . ........... . . ......... . ........ - - ----- ..... ... . .......... ...... ...... .... . ..... - - ----- ----------- ... ........ ... . ....... PROPOSED NEW PARK FACILITY FOR CANADA STREET (100 R.O.W.) .. ....... ... -------- 11 ri -------- .. .... WEST SME PARK 2- WATER 7. --- -------- - *--* __ * 'I - .. ----- -- METER ........... ...... .. . .. . .... -METER .. . .......... .. . .......... . 'Ij I La Porte Texas Z. 4. AV. %. 1 0 3600 Canada Road, 77571 A,' V­c"f, re "Ef; - I; 'All! - t� I A!, I - 10' rit", t 2 t`�tl tir nc. CIAK XY FtECA!,[ 5Y )AK 2" WATER 2" WATER LINE LINE 2" WATER LINE riIf. V11" PEI-I.-Itill PF.C-At: W . . . ® .® ® . . . . . . WATER " WATER 2 --------- ----- --- LINE �2' Alive DUNE I', P,CAN 4/ fia`A" 1?Q, prcit!j 4" e�! Nk, I . .. . .. I, iffil V". L J tt" ti it - I 4_ - .... .. i it i t I 4 ---- -- �j I`— Alt �tt q ? '. ; , .. : .' _. _ — , ,I is ji •,: I L .Z,j t 2" WATER LINE • i I:j,"I'T ...... t H: Al ilv I" 5,ot kh" I", 2 WATER 1 LINE 2' WATER LINE I:A-101 . ....... .... . T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40p 2" WATER II;, it -C LINE . .. ....... %* lv, I, -i ------- -- - 0" i8" �-O Pi• . ...... ..... .... .. CIL �I I pf % jn, 4 f-ti"j, 1 77 V> 10, 2" LINE WATER•2," p C/7 ji V cb� it, ., lilt- ----------- 1 1. 1 . k -7 fi r It f -- - -- - - - - - - - - - - -- �Jc . ....... ..... ....... ------ 01 IRRIGATION SITE PLAN SCALE: A if = rmy, 0 4 IRevisions .1 JOB NO. OW515-011 CAD NO. DATE 06/02/Oq I IRRIGATION SCALE: I" = 20'-0" PLAN FIELD 2 IRRIGATION PLAN - 5CALE: 1" :, 20'-0" iT74 l/n�..; L' PROPOSED NEW PARK FACILITY FOR NEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 Revisions JOB NO. oaom-oil CAD NO. DATE 06/02/09 PLAN - F SCALE: I" = 50'-0" rINRFV MIR IRR16ATION I 5CALE: I., = 501-0.. rzr I PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte,, Texas 3600 Canada Road, 77571 Revisions JOB No. oao,50-on CAD NO. DATE 06/02/Oq SHEET NO. OF. JUL 08 2009 I RR-2 w. WR fI r di�r`±�•r ' �oa,r ;r:a . ��o A Aw, / 4 t r 4 t J ! r ' 1 C: I, f. \ k` 4" i'. ( C f; J j 4 r I 4 Z" ;i Y ^ k/ 1 4 y fr F i 4 l k ;r ,r 4 y i 1 Y ti I S. f 7 tlq 9! b rr. r %r .,.. .:. .:.. .. L IRRIGATION PLAN - FIELD #5 5GALE: I" = 501-oll lj_�►� t. ) 1,. r s n �•: , Ares r 5 >r��c Ill, y oX ru7fs a ; , ' 1� v �t J ,Ys al I [ I 1 )I tl k :lU tA)T � t Y 9 'I 1,54 p Ta J 2. r 51 ' x' 4' J i ! +n r: r S r'" f i ,I � 1 a" a� f 1 r I t hr- r 1 1 J f 4 •t :Y L v y V n. MM Tt - l� 9r _ IN A f A ) N !. ti. I A +, I: t y 1 { L, — 1 y / I : , -..,. . I .. n L n i I wL { i t i J 1 F IRRI6ATION --------------- SCALE: 1" = 50'—O" PROPOSED NEW PARK FACILITY FOR IYEST SIDE PART{ La Porte, Texas 3600 Canada Road, 77571 evisions JOB No. owm-oil CAD NO. DATE 06/02/Oq SH 5! OF I� EET NO. IRRI 67ATION PLAN sGALE.- I" = 50'-0" �E Y f 'il iv F0, _, r 1 I, V id 44 1 1. p ... .... "k CIRRICATION PLAN - Fll SCALE: I" 2 T6 7h1z1fo 71 4pp1011'�D 70Cr44cQJR�' 187 1060004R*GOR I PROPOSED NEW PARK RK FACILITY FOR WEST SIDE PARK La Porte, Texas M00 Canada Road, M71 Revisions NO. DATE DESCRIPTION JOB No. owao-ni CAD NO. DATE 06102109 SHEET NO. OF: JUL 08 2009L IRR'14 a .IRRIGATION 1 o) I0IM2I6ATION FLAN.- FIELD #10 ARE MOQ F E0, A N 1 APPROVE,) RANS TO THE CITY E!U EUEA4ITTAL . To ryE CHANCEEOCC OCCURRING v e .- sit �F �.a vyi r J 5' Cl.y PROPOSED NEW PARK FACILITY IYEST SIDE PARK di La Porte, Texas 3600 Canada Road, Mo 4 ® y�y pb i } w tQ tltl ,i Amp ; e s Revisions r ND. DATE 2WRIN n, 4y' ^r a. JOB NO. CAD NO. 080613p11'o` DATE 06/0210q ,k µo� SH tED N0. �" 4PPYr.Y� JUL 0 8?2009 .