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HomeMy WebLinkAboutPECAN PARK - BID PACKAGE #2'K F A c I . R L I A T P Y .� F O Y � F T L I a C P 0 BID PACKAGE 'TWO I E A CIJ BI7ILDINGS FOR -� BASEBALL FIELDS, CONCESSION AND MA NT N N WEST SIDE PARK BASEBALL FIELD S 3600 Canada Road . La Porte, Texas 77571 CHAR# 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 Lazge ==B== Mike Mosteit, Council District 1 Chuck Engelken; 7r., Council District 2 Howazd R. Ebow, Council District 3 Tommy Moser, Council District 4 Mike Clausen, Council District 5 Louis Rigby, Council District 6 Ron Bottoms, Ciry Manager , John Joerns, Assistant City Manager -. - N.T.S. Stephen L. Barr, Parks and Recreation Director � Tim Tietjens, Planning Director � �' Rodney Slaton, City Engineer � ro• . Martha Gillett, TRMC, PHR, Clry Secretary . DEER PARK e s Steve Gillett, Director of Public Works I � � "'%�t�f�s - � xaxx,�•n. � m ,a,�� ARCHITECTS A�Po� - � t �� �,�;� RANDALL - PORTPUFt>~.T.D ARCHITECTS, INC. A.LA. w � � � s e '� o 565 F.M. 270 NORTH LEAGUE CITY, TEXAS 77573 a rNx E 281.332.6680 281.316.6920 fax ® CODE ANALYSIS GALVESTGN MEP ENGINEERS r �_ 6AY Adopted Godes by the Llty of La Porte 2006 INTERNATIONAL BUILDING GODE (IBG) MDPTechnicalServices,Inc. 2006 INTERNATIONAL PLUMBING GODE (IPG) 104 South Main Street, Suite A 2006 INTERNATIONAL MEGHANIGAL GORE (IMG) Post Office Box2348 PROJECT LOCATION 2006 INTERNATIONAL ENERGY CONSERVATION Anahuac, Tx 77514 3600 CANADA ROAD 409-267-3552,phone 409-267-3661,fax sHOREAcREs CODE (IEGG) Adopted March 24, 2008; Effective April 8, 2008: 2008 NATIONAL ELECTRICAL CODE (NEC) STRUCTURAL ENGINEERS WITH LOCAL AMENDMENTS (COMMERCIAL #RESIDENTIAL) SHELMARKENGINEERING,L.L.C. 2003 INTERNATIONAL FIRE CODE (IEG) 8419E.F.LOWRYEXPY.,STE120 LD/, q �IO^I � /t n WITH ADOPTED AMENDMENTS TO FIRE GODS ll��/-1 'V /1r TEXAS CITY. TEXAS 77591 .Gods Analysis for Proposed One Story Concession, Restroom Pavilion and Matntenance 409.935.9986 Not to Scale , � Building, using 2006 IBG as adopted by the Glty of La Porte . HARRts GtwNTv KEv MAP: sFf 5�ao �� r� "" CI. C Use and Occupancy Glass - Group(s): Concession Pavilion - Assembly Group A-5 �; Matntenance Building -Business Group B INDEX TO DRAWIlVGS 2. Construction Type(s): Type V - B S 1 Lt lJ l��l lJ i\t'1L 3. General Building Limitations Pu"ea Limitations (Table 503) 18. S 1.00 GENERAL NOTES Use Group B 1. A-0 TITLE SHEET 19. S LOl PAVILION FOUNDATION PLAN Type v-B Construction 2. TA5-1 ADA CRITERIA/COMPLIANCE 20• S 1.02 CONCESSION FOUNDATION PLAN 35. E1.00 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 Pdvillon -Assembly Group A-5 Maintenance Building -Business Group B AlIOWABLE: HEI6FIT5 qND gREA UNLIMITED AtIOWABt.E: HEI6tIT = z STORr NAx. /AREA = a,000 rwx. 22• S 1.04 CMU WALL PLAN AT CONCESSION 37. E2.01 .LIGHTING PLAN -PAVILION AGNAL: I STORY (25') /AREA = IOp00 SO.Ff. AGNAL = I STORY (IS'-��) / ARFA = 2,SI5 Sa.Pr. ARCIIIITECTtJRAL 23. S 1.05 1\�IAAINTENANCE FOUNDATION PLAN 38: E2.02 LIGHTING PLAN - MAIN'TENANCE BLDG. 24. S 1.06 MAINTENANCE FRAMING PLAN 39. E3.01 POWER PLAN -PAVILION Fire Resistance Ratir�s aF BuiidUg_Elements (Tables bol bO2 cnd 705:4) 25. 52.01 FOUNDATION DETAILS 40. E3.02 POWER PLAN -MAINTENANCE BLDG. r-oR occuPgNCY q a e � 4. A-1.0 MASTER SITE PLAN 26. S2.02 FOUNDATION DETAILS 41. E5.02 ELECTRICAL DETAILS 5. A-1.1 SITE AND TRAII., DETAILS 27: 52.03 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 9� T 2, eec�mg wails ° �'' 7. A-2.1 PARTIAL RESTROOM & CONCESSION FLOOR PLAN 44. P2.02 PLUMBING RISER DIAGRAM ! ; ��/40y�ypA Exterior ..... o tr. �, /F/FD h?v4 ` Interior .........:...... o fr. 8. A-2.2 11rfAIN'TENCE BUILDING FLOOR PLAN, INTERIOR ELEV., 45. P3.01 PLUMBING RISER DIAGRAM � C/T � v • � � � DOOR, WINDOW AND FINISH SCHEDULES �P 46. P4.01 PLUMBING DETAILS << 1 /,j n��F/� F, 3. Non -load bearing Exterior Walls and Pcrtltlons 9. A-3.0 PAVILION, RESTROOM, CONCESSION RCP AND PARTIAL, ROOF PLAN �` `�l/j����j,;��Tr Flre seperatlon D�sta>ce less than 5' I k. � 29. MEP1.01 ELECTRICAL SITE PLAN 47. P5.01 PL UMBING SCHEDULES `' � <G /, 5' to Tess than lo' .............. .... o hr. 10. A-4.0 PAVILION EXTERIOR ELEVATIONS 30. M1.01 MECHANICAL LEGEND; NOTES, SPECIFICATIONS ` ACC /'!� �� distance io' or Beater ...:.......... .. o M• I1. A-4.1 PAVILION EXTERIOR ELEVATIONS 31. M2.01 MECHANICAL PLAN PAVILION BLDG. ���"/�/G�� 4. Non -load bearing interior Walls and Partikiore ....... o �'• 12. A-4.2 RESTROOM &CONCESSION EXTERIOR ELEVATIONS IRRIGATION 5. Floor Construction Induding Beams and .bists ........ o hr. 13. A-4.3 MAINTENCE EXTERIOR ELEVATIONS, SECTIONS &DETAILS 32. M2.02 MECHANICAL PLAN MAINTENANCE BLDG. 33. M3.01 MECHANICAL DETAILS 48. IRR-STYE IRRIGATION SITE PLAN b. RooF Construction Including Beams and Joists ..:..... o M. 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. IKR-3 IRRIGATION PLANS -FIELDS 5 & 6 � , 17: A-8.0 INTERIOR ELEVATIONS AT PAVILION CONCESSION AND RESTROOM, 52. IKR-4 IRRIGATION PLANS -FIELDS 7 & 8 WINDOW, DOOR AND FINISH SCHEDULE � �� 53. IRR-5 IRRIGATION PLANS -FIELDS 9 & 10 �� _„_ _. _. _ . ;, .. ,- . _ � : �� °� ,� '� �o '�. � �a ,' � TEXAS ' ,"°` PROPOSED NEIP PARK FACILITY FOR 1fEST SIDE PARK La Porte, Tegas 3800 Canada Road, 77571 BID PACKAGE TYPO � � �� RANDALL � PORTERFIELD ARCHITECTS, INC. A.I.A. �,�� ���� ��, m��' � '� ��� � � o 585 FM 270.NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 faa • O rrP�^^1 v l Revisions 0. DATE D SC I TIO ® 7/28/09 CODE REVIEW REVISION © 7/15/09 ADDENDUM �t © 7/O6/09 -100% BID PACKAGE 01 6/11/09 90% REVIEW SET JOB N0. 080813o-II CAD N0. DATE o7/b/oq SHEET N0. _. OF: JUL S0 2009 53 , I' ��0 �s,n 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. It 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"40" above the ground or finished floor. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. I( 14" MAX. BLEAR WIDT� IMY AMOUNT Detail 4.4.1 .P�k4iL�41 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 i/4" may be vertical and without edge treatment. B. Changes in level between 1/4" and i/2" shall be beveled with a slope no greater than 1:2. i 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 loop, level cut Ile or level backing, and have a level loop, textured o e backin or no c 9r 9r Pr Pr P 1 2". Exposed edges of cut/uncut pile texture: Maximum pile thickness shallbe / p g 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 4J.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 447.5 - 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 1:109 Is Less Than 46", an The Slope Adjoining Slope Shall Of The Flared Sides Not Exceed 1:20 Shai1 Not Exceed 1:12 Flared Side _ Ramp (1h12 Max. Slope) Shall Have Detectable Warnings _ - And Contrasting Color. 1:10 Max. Slope Standard Curb Rom o 36" Min. - joining Slope Shall. Not Exceed 1:20 � Location of Typical Parking Access Aisle Ramp (1:12 Max. Slope) Shall Detectable Warnings And r 1.12 Max. Slope Have g Contrasting Color. Note: If Slope Curb Re I) POM1191 to Curb Is 1:20 or Less, No Contrasting Detail 17 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 LANDINGS 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. be 1-i 2°: C. The clear space between the handrail and the wall shall / TAS SECTION 4.8.7 - EDGE PROTECTION have curbs walls , railings or projecting and landings with dro offs shall A Ramps g p9 P I 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 handrails 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: 34' - 38', measured from the stair nosing. 4.10 ELEVATORS TAS SECTION 4.10.3 - HALL CALL BUTTONS 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. TA5 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 UrIZ) 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 tiol14 - 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 0" beside strike edge Front approach push side 48" min. -depth & g (12' mi n. H strike if door has both a closer & a 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 V I 1 r T-n---1 1 IV I 0 8"MI) 1X( I I I i --- -J 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 = 54" and a latch ----------- 5, 4" MIN, I > X I I � I i HINGE SIDE APPROACH GE S E HINGE QGDOOR H DOOR WISWINGING S(PULL SIDE) (P Y = 54' min. if door has closer Y = 4T min. if door has closer z -z i I 24 MIN.( 7t2*7'N. r� I I T 7 � --- 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 .Pel2iL 4�3 TAS SECTION 4.13.8 - THRESHOLDS AT DOORWAYS A Maximum threshold height: i/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 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 uslible from both sides. 3. Hardware required for accessible door passage shall be mounted no higher tha;1 48" above finished floor. TAS SECTION 4.13.10 - DOOR CLOSERS A if a door has a closer, then the sweep period of. the closer shall be adjusted so tlot 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 1915.2 - SPOUr 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 - SPOUT 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 C15) 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. 56" min. w/wall mtd. 59' min. w/floor mtd. 54" MIN. 42" MIN. 12" MAX. z � z M alternate door location Pgtail(STANDARD STALL) 66` min. w/wall mid. 69" min• w/floor mid. 54" MIN. 42" MIN. 12' MAX. 32' min. door oa too � M Detail 4.17.2 ("ALTERNATE Al 66' min. w/wall mtd. 69' min. w/floor mtd. 54" MIN. 42' MIN. 12" MAX. 32' min. door z z Detail 4.17.3 ('ALTERNATE Ell 17"-19" 30" MIN. 30" MIN. TAS SECTION 4.17.4 -TOE CLEARANCES } A. In 'Standard' accessible stalls, the front partition and at least one side partition r -I i- shall provide a toe clearance of of least 9' above the floor. I ( I B. if the depth of the stall is greater than 60", then the toe clearance is not g I I required. La_I I kel TAS SECTION 4.17.5 - DOORS A. Toilet stall doors, including hardware, shall comply with 4.13 DOORS L --J--B. If toilet stall approach is from the latch side of the stall door, clearance between Not to t depth the door side of the stall and any obstruction may be 42" minimum. (This is an 8" MAX. exception from typical door maneuvering clearances) Free Standing Built-in TAS SECTION 4.17.6 - GRAB BARS (REFERENCE DETAILS 4.16.2, 4.16.3, 4*17*19 4.17.2 & 4*1793) Detail � A Grab bars shall be mounted 33" to 36' above the floor. 4.16 WATER CLOSETS B. Refer to other details for lengths required. C. Refer 4.26 GRAB BARS for size and structural requirements. TAS SECTION 4.16.2 - CLEAR FLOOR SPACE (REFERENCE DETAIL 4.16.1) 4.18 URINALS A Minimum clear floor space and dimensions for water closets not in stalls shall be TAS SECTION 4.18.2 - HEIGHT (REFERENCE DETAILS 4.18.1 & 4.18.2) provided as follows (Reference Detail 4.16.1): Front or Side Approach (no lavatory adjacent): X=56", Y=60" _ A. Urinals shall be stall -type or wall -hung with a tapered, elongated rim at 17' Side Approach, with adjacent lavatory: X=56", Y=60', Z=48� maximum above the finished floor. 1 B. The rim shall extend a minimum of 14" from wall. Front Approach, with adjacent lavatory: X=66% Y=60 Z=48' B. No doors allowed to swing into clear floor space. �/ TAS SECTION 4.18.3 -CLEAR FLOOR SPACE (REFERENCE DETAIL 4.18.2) X r A. A clear floor space 30" wide x 48" deep minimum shall be provided in front of 54 MIN. it urinal to allow forward approach. It i. This space shall adjoin or overlap an accessible route. 42" MIN. 12' MAX. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29' clearance between shields. IF THE APPROVED PLANS 3. Urinals installed in alcoves deeper than 24" require a maneuvering area at rwrE "° E MODIFIED) A N� SLLH�1jTTA! least 36' wide minimum, centered on fixture. I z O THE CITY 1J RL60 I?C:t� TAS SECTION 4.18.4 - FLUSH CONTROLS (REFERENCE DETAIL 4.18.1) z r RIOR be 44" maximum N io M TO THE CHANGE OfaCURi�ING A ControlsControls) shall e hand operatedeorhautonmatic. floor. Front Approach I D M Centeriino I f T votary I Nstn: Only lavatories 0 L _ complying with 4.19.2 - - - - - - (knee space 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. S 4.16.4 4. 6 GRAB S (REFERENCE DETAILS 4.16.1 4.1 1 C16 3 TAS SECTION 2 BAR FER C 6 & 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. Lever controls or flush valves shall be mounted on the wide side of toilet areas. 1 L 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 4.1666 - 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 Haan controls on wide aide M M NMy M �11ZII�I�� 4.17 TO STALLS TAS BECKON 4.17.3 - SIZE •AND ARRANGEMENT (REFERENCE DETAILS 4.17.1, 4.17.21 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 onlywith 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. 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. 48" MINv v i--- 0 on o .h - I AZE o z d - 14" " o m M Detail 4.18.1 Detail 4,18.2 TAS SECTION 4.19.2 -HEIGHT &CLEARANCES (REFERENCE DETAILS 4.19.1 & 4J9.2) 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 wail. 2. Clearance of 29' minimum shall be provided from the finished floor to bottom of apron. 3. Knas 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. t: lit c e 7" Min ar o n floor r x floor �� M (space L--- N c ") n _ 19" a Max. 48" Min. ' Oetail4.19.1 Detail4.19. TAS SECTION -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. Co 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 MIRRORS (REFERENCE DETAIL 461961) A Mirors 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 NE19 PARK FACILITY FOR HEST SIDE PARK La P )rte, Texas 3600 Canada Road, 77571 BID PACKAGE TWO ■ ■■o RANDALL = PORTERFIELD ARCHITECTS, INC. A.I.A. � m ups m 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6880 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 s aces for the handicapped. P PP Not all information shown may be applicable to this n II information related to this specific Project o d o • P Project may not be shown. Consult your copy of the Texas Accessibility Standards of the Texas Architectural Barr era Act for additional information, or visit the T.O.LR. on the web at: www.license.state.tx.us Ail 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-Porterfeld Architects, Inc. with respect to the info motion provided in these accessibility guidelines. Revisions N0. D TE DESCRIPTION JOB N0. oi040q-006 CAD N0. DATE 07/06/0q SHEET NO" 2 - OF: I, a JUL 08 2009 t.� T�5-I 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 bathtub 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 ®33" to 36" AFF, one ®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 frdm foot wall, 15" maximum. from heed wall, one ®33" to 36" AFF, doe ®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.E -SHOWER UNIT A• A shower spray unit with a hose.at least fi0".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) qt transfer type, or 30" min. x 60" min. at roll-Ln 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 sent may project 23°. B; Where a fixed seat is provided in o 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 b e located 38° minimum and 46° 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 bock (long) wall, ar either side wall. If mounted on back wail, head to be mounted 27° maximum from one side wall, with controls located between head and closest side wall. TAS SEC110N 4.21.E -SHOWER UNIT A. A shower spray unit with a hose of 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. 36" 18" back 3 io .� I I I I clear floor space I M �" SHOWER STALL .rrL: _. r3:. CONTROL WALL 0 o E E M � M 4.22 TOILET ROOMS TAS SECTION 4.22.2 -DOORS A. All doors to accessible toilet rooms shall comply with 4.13. Dears shall not swing into clear floor s ace re aired for an fixtur . p q y e Clear floor fuming 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 taming 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 fuming space may overlap; however, the only fuming space provided shall not be Iowted within a stall. TAS SECTION 4.22.4 =WATER CLOSETS A. If toilet stalls are provided, then at least one shall be a "standard° accessible toilet stall for wheelchair users (REFERENCE DETAIL 4.17.1) B. If 6 or more toilet stolis 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 CondiBons: 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 Ntemate" 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 SEC110N 4.22.E - LAVATORIES AND MIRRORS A. If lavatories and minors 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 FACILBIES 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 (east one accessible showerthat complies with 4.21, shall be provided. 4:24 -SINKS TAS BECKON 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., .TAB SECTION 4.24.4 -DEPTH A. Each. sink shall be a maximum of 6-1/2" deep. TAS SECTION 4.24.E - IXPOSED 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. Tho 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 fuming 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 o 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 44°; if the obstruction is less than 20" deep, maximum height shall be 48'. B. 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 on obstruction 34" maximum high and 24° maximum deep. C. Clothes rods or shelves shall be o 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 46" maximum, 9" minimum. z � � r- r- 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 SEC110N 4.26.2 -SIZE AND SPACING OF GRAB BARS, HANDRAILS A. Diameter or width of gripping surface shall be 1-1/4° 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 - STRUCNRAL 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 applica8on 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 shgll be totaled for the combined shear stress, which shall not exceed the allowable shear stress. 3. Shear force induced in a fas ner r m vi a from a i ti of 0 I f to o Quoting de c pp) ca on 25 b shall be less than allowable lateral load of either the fastener or the mounting device or the suppor8ng 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 Vsual 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 hove 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 moximmn du c le of 40%. The ulse d r ' n • i c u oho is defned as the flme interval be tween ty Y P initial pad 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 aroumf the erimeter s aced a maximum f 100' rt i i o a n I eu of sus endin 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 wdh the requirements listed below for. 1. Raised and Braille Characters, and Pictorial Symbol Signs (Pictograms) 2, Fnish 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 4.30J) 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 whoa not all are accessible (inaccessible entrances shall hale d'vectional signage to indicate the route to -the nearest gccessible 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 awidth-to-height ratio between 3:5 and 1:1, and astroke-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 gverhead signs shall be sized according to the viewing distance from which .they .are to be read. 1. For signs higher thou 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 tie raised 1/32", upper case, sans serif or simple serif type, and shall be accompanied. by Grade 2 Braille. 1. Raised character height: 5/6" 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 - FlNISH AND CONfRASi 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 - e8her light characters on a dark background or dark characters on a light background TAS SECTION 4.30.E -MOUNTING LOCATION AND HEIGHT (REFERENCE DETAL 4.30.2) A. Where permanent identificaflon 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. Ught switch, Thernostat etc. , 8" MAX International Symbol b ,.a of Accessibility � ° o d z Detail4.30.1 0 � � � c°'+ `n z C y �� �� .r• `-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 o 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 o type of public telephone are provided on o floor, then at least one telephone per bank shall comply with this section. The accessible unit may be installed as o single unit in proximity (either visible or with signage) to the bank. At (east one public telephone per floor shall meet the requirements for o 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. Ali telephones required to be accessible shall be equipped wish a volume control. B. In addition, 25%, but never less than one, of all other public telephones provided shall be equipped with a volume control and shall be dispersed among ail types of public telephones, including closed circuit telephones; throughout the building or facility. C. signage displaying the Intemational Symbol of Access for Hearing Loss shall be provided at each telephone equipped with a volume control. TAS SEC110N 4.31.3 -MOUNTING HEIGHT (REFERENCE DETAL 4.31) A• The highest operable part of the telephone shall be 48" maximum above the floor where a forward reach ig 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 abstraction 34" maximum high and 24` maximum deep. r. a a 30 x 48" clear v a I 1 0 f u floor I space for I side access o w L-----j N w v �� e N `o � N n �' '� � � a� 30" x 48° 8 0 I clear floor) w �' I space for i � N I front I � (_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 - KN EE CIFARAMCES A. If seating for people in wheplghairs 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 -TAB 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 4.34.3. -REACH RANGES (Does not apply to drive -up ATMs) A. � Forward approach only: Controls 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 MaxirtWm 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 agowing 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 taming 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 afull-length mirror, measuring at least 18" wide x 54" high, shall be mounted in a �oyding a view to 0 person on the bench as wall as to a person in a�-ata n p ition. i IF THE APPROVE® PLANS ARE PnODIFIED, A NE.Nj SLtUNIITTAL TO TFIE Ci•fY Id pEG1'J1f;InD Pt21OR 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 thro 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 Ufts (Wheelchair Ufts) 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 ar 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" mdx. 51" max. Flxed or Built-in Seating and Tables, Reading and Study Areas, and Work Stations Height of Tables or Counters 28° - 30" 26" - 32" Knee Clearances 26" min. 27" min. Dressing and Fitting Rooms Top of Bench 14" - 15" 15" - 17" Food Service Unes 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 20t to 300 7 26 to 50 2 301 io 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 "UniversaP Parking. Space Design. PROPOSED NEt�P PARK FACILITY FOR 1�EST SIDE PARK La P®rte, Tezaa 3600 Canada Road, 77571 BID PACKAGE TYPO �� RANDALL -� PORTERFIELD ARCHITECTS, INC. A.I.A. dt��„�� ����•® n� � ��� me a3 , e+3 � a �. �'r ae'ln�.. .�. � S E� � 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 faz .NOTE The information contained on this sheet is condensed from the Texas Accessibility Standards of the Architectural Barriew Act -Article 9102, Texas Civil Statutes -Effective April 1, 1994. It is intended as a general guideline to aid in the construction of accessiblo elements and spaces for the handicapped. Not all information shown may be applicable to this Project, and all information related to this specific Project may not be shown. Consult your copy of the Texas Accessib8ity Standards of the Texas Architectural Barriers Act for additional information, or visit the T.D.L.R. on the web ot: www.license.stote.tx.us All parties are encouraged to retain and review the applicable statutes and not rely salety on these guidelines. No representation, guarantee or warranty is made by Randall-Porte�eld Architects, Inc. with respect to the information provided in these accessibility guidelines. Revisions N0. DATE _DESCRIPTION_ J 0 B N 0. o704oq-oob CAD N0. DATE 07/06/Oq SHEET N0, r r Ii �F: � `� JUL 08 2009 j�` 5T r13��� 1=,.�,�f TES--2 SIGN CANADA STREET (00' R.O.W.) ._. _.: � , ., -_. , _. I _ _. _._._._._._._._. ._._._-._._._._�_.; _-__ , �. _ �� Jogging S Walking Trails PP— —�_.—. —. ._ -N 03° '22" W _ — 1 i `"� , �� I �., .4 .. I �:, �;, rl•�I . ;, .. ; w .:.. � .. I . _ _.... _. o o„ .. _.. I . ,e I i I u! �I �i I I , I /� of ,'�� i I I o ° I �'FG?�! � Detention Area i I, i o ,a„ 1a , I Al _. - - _ fl �" � ,..5 po es O 0' 15 po s O � �5 a es O 0 � !6 pe es 0 0' ` ,. _ � Parking "B": 41 0 �' �5 p° es 0 f0 - � 5 p es 0 f0'� ;5 po es O 0 + 5 pa es 0 0' , i BMdaCFla ! �5 pe es 0 10'j 15 p ea O 10'i i5 pa ea O 0'; 15 pa es O 0'I- � � m a a ; _. '_..' __w_ __ I ,. �. = � _ .I rking eGu 38 � 5 I : -; � - 2 f?a - - �'5 p es 0 f01 i5 p as O 10' 6-�pa�es l0 �0'i��� 3 �pa�es O 10' ��\- -"' � i� ,. �: � 1 o " 1 O �o 0 24.20'`\���! /v T.P. 25.20' i T.P. 25.30' ' • Kam. \ J\� '..' ., � � I 6 Walkin Trails J I T.P. T.P. ��� s` ''��� 1 4 p O 10''._. �5 pa g 0 1Q'�.._l5 po . s O 10 �•0 10'�_: 5 pa es 0 0 �...,. 5 pe es 0 0 �,._•5 Pa es 0 0 -._•5 pe es P 0 • __ � � Ditch ,__ ' � Parking a °: 84 5 2 �� :; _� � .,� ,,, -�... r r �. ... Z � ,, pe ea ;..,5 _ h ,^ !_ � �� H � i � _I _I_.N_, ; � �. I h �_ ' � �d .l_ E:�,_ _. . �., ,o. t;i 1 I �" ',.,, Specesl0 10 �5 �pa�Os lO �f0 4 �pa�es � � �pa�es l0 0 I �5 pa es O 0 I 5 pa es O 0 - 5 pa es O 0 I 4 p es 0 0 Z I I ...._ .._ � � OI Y. .:,... F © e res.-6,. � � � I ( I F, r,. I _ _ r � I .: ,(, �� I� ° 4 ° 0 :h fl i .� '. j r:;'�. � ,: � - I _ �, _ i ' = ;, ` ,, , �` � ' � I ;. 16 : o„ = ,� ` I > _ .0 �z, • i .,b Is,_o„ I � i -�� 9 .... 4 r - IS'-o° i I - �, I I ;' i I i no,_8„ �� I i - - I ° � �• 15,_0„ � - t " Detention Area Pond /Lake j I Detention Area � A� IFT���� I j •.: ....... :�N}'',' 4rj 'i' .•• i A .. •F4 •. '%''��i:hx*.�`��" ,:���TiE-. I � (O,_ „ N • � TO T�j lF/�� A p/�N�, I I Detention Area � `� ° Detention Area 15�"��� _ � TO C/Ty/� (� ��U?f� S 03°06 54 Em" ._._._._._._._ ._.__._ 14.'ti• Ili t -•i"r .,. :. �il�' 6,—O„ Key Notes; l�e�end; O �j SITE PLAN Concrete Pavina 1 SCALE: 1" = 60'- PVG Drainage Pipe 10' x 6"s (Typical) Length May Very ®Some Locations _ �� Dugouts Paving Area - 20 ®34q Ea. = 6,g80 Sq,.Ft. Parking Paint Stripping Re; A-1.2 Bieacher-s Paving Area - 20 ®481 Ea. = q,620 5ci•.Ft. CO_ MPASS NORTH �� Concrete Paved Walkways Area = 18,032 Sq•.Ft. -Ref; Detail A-'1.2 GENERAL NOTES: 3 Play Ground 8 Ec{uipment (Not in Gontract) • �� 6' Wide Gdncrete Trailways x Linear Foot = 2,202 Lin.Ft. I. PARKING LOT PAVING 15 IN BID PAGKAGE I C4-� Batting Gages (Not in Gontract) Re; Electrical 51te Plan � ® AND 15 EXISTING. IT SHALL NOT BE IN BID • ® Fields Soil Area (4" THICK) PAGKAGE � 2. 0��� �5 ) ' ® FIELDS 18 2 i,12'i x 2 = 14,254 S�,.Ft. 2. ALL REQUIRED CIVIL WORK 15 IN BID PAGKAGE I �� C� H/G Parking Re; 6/A-I.1 � AND 15 EXISTING. �a FIELD5 3 ff 4 3,g82 x 2= 'f,a64 Sq•.Ft. ��0 C� Picnic Areas "Tables" (Not In Gontract) '� FIELD5 5 = 10,681 aci,.Ft. 3 DRAWINGS. BID PAGKAGE #i FOR CIVIL �J C� Crosswalk Paint Stripping w/ 45° Gross Hatch 12"o.c. For Width (See Plan) FIELD5 6 = 10,2a1 aq,.Ft. FIELDS 'f 8 8 q,6i0 x 2=1a,340 Sc1•.Ft. �� Foot Bridge (Not fn Gontract) � , FIELD5 q B 10 2,a44 x 2 = 5,888 °''>q,.Ft. �� Score Board -Fields 1,2,3,4,Q,10 Spectrum SB.QI08-UG2 /Fields 5,6,7,8 Spectrum 58.a1i0-UG2 Re; Specifications Total Area 68,418 E�q•.Ft. Fields Grass Area 10 Spray Plaza (Not in Gontract) FIELD5 18 2 23,201 x 2 = 46,403 Sq,.Ft. FIELD5 3 � 4 3b,336 x 2 = 'i2,6-I:! Sq•.Ft. �� Outline of Existing Paving FIELD5 5 = 81; f4=3 5ci,.Ft. FIELD5 6=106,'15: 5q,.Ft. FIELDS i � 8 68,8'73 x 2 = 13-1,'141� 5q•.Ft. FIELD5 q � 10 24,6a5 x 2 = 4a,3g0 5q•.Ft. Total Area 4g4,'1G16 Sq.Ft. •w. -,., :ter.-t. ,�„•.,�.,��. � �` ,, i i Parkin Schedule � in -age i ,;;�,; � �II� � � :' (T I�: Parking IIAII. 41 �, �. O� Q �o�� �i Parking "B": 41 . , ,o , _, �,. ,�s �,, nGlr• -� .�, � ! Parking 38 � �o.. O � `sr�mcyde Is' o„ I Parking Ilpll 52 t o-,,, � ....�� CO i L Ir: O - __... i Parkin l= 30 o,.. - co I parking Il�lr: 84 I ��>I[; jl) 6 I O i i� _ � ' I � io Parking ��G��• 54 -, o � ! may°-- � o � ory jc7� �� � � ��' � Parking Total: 340 I � i O ' � ' ` � Includes 10 H/G Spaces � � \. _ I N N O i l i I� il;l I � 1 I Iil!'�II �(A � I o C2�_m� ' �J 1 � 1 ly kll ` ( F C l0 � i i 5, a,r _ —8-- 6�1 ` O , a _ ' :.-�— x � � � I N pg - a � _ .q N ,n ! r e � �,. .\�' _'o"' - T.P. 24:20'� 1::� sy., j' s—_- I v> L O j a � � 11�i7 l\ i / ' ...._, �'� ° w o � ,-'`�»-- —_ .. SneGial Events a '_-; ���� 4� ,.�� � ` �-� �. T.P. 2 Fputure Spray ?area Three � I o a , ! � "cj" O � "_'" 1' �QO \ ;.. I j_ �i- .`,�\ .P. • 45 � ♦ I- laZa'� �0 �o I O �- . �� w" � ° I S � s Berm � em°�e Weed 6 � i� � ,�;, I 0 4�-' ' e Y '. a o , � '� I O - �-� ���� l,�Y _ .. '6�� =yn.. � ^' ., � •� v '!T.P 25.30' � _. __... .... _. .._._ - ,n : °s .., � � 9� T.P. 24.00' ��, "Re A-2.O � � ;� 5 eciai Events ,...�_, � �_.�tio _.... __ ---'- " -- .._ . _.. __...... ..___ _..._ ._. .----• ..__ _ __ " , � a ! , I Exfstn ._ ,_ , � .,., � - - - - - - - � � � i D 9 .- - _� - - ,... �.L_ �.., � . � .i._. L .a , h ,0 0�°,: ,4rea Two ,'� r- b � r a ,I � � .; � � C 1 en ion Area � � y� ��� �� et t M :� � i ',��`` N` �'�� °°�. n 1 ! `\' O .O � �/ —0 n � T.P. 25.00 - ' � _ �-r P, A_I.I � 25.5' T.P. °y T.P. 24.15' 25,1 . •.. 0 `', � ' o �J I �' :<';, 5i r _ a -�,. f +, PROPOSED NEIY PARK FACILITY FOR PEST SIDE PARK La Porte, Tezas 3600 Canada Road, 77571 HID PACKAGE 'FIFO ■ ■ .' RANDALL -^`- PORTERFIELD ARC&IITECTS, INC. A.I.A. �� �� ;� fl 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 fas Revisions N0. DATE DESCRIPTION JOB N0. 080813-011 CAD N0. DATE 07/6/Oq SHEET N0. .... 04 I � JUL 0 >3 2009 � ;`' OF: i; I� I �3, _,_ ��I.O 5511 ALUMINUM m m 4 1/4" 4 1/4" 6'—Q" FLAG POLE IX4 RUBBER JOINT FILLER 0 1 x 4 RUBBER JOINT FILLER (T" TO 3 I/4") iv , p 20'-O" O.G. OR A5 SHOWN ON PLAN WITH SEALANT (FORM USING ALUMINUM COLLAR ti �_ ESERVE x s, e, <I —O'. I SIDEWALK TO BE TOOLED JOINT - MAX, boll O.G. REMOVABLE GAP) ® 20'-0" SEALANT _ WN0 BAM SEALANT (SHEPLER a842 REMOVABLE REINFORCED WITH OR AS SHOWN ON SITE PLAN - O.G. OR AS SHOWN ON N PAVING I� 0) (0 EXP. JNT. GAP) #3 16" o.c. BOTH WAYS USE 1/2" x 1/4" GROOVER SITE PLAN Q {'0 - 5/8" x 2'-0" DOWELS AT iN let,.9 ® EXPANSION JOINTS `g (EVERT 20'-0) TOOL #5 x 24" 6011EfPoC 2• 4• 2' wqw— FINISH GRADE 6^ s § EDGE 1150110 :G. ACCESSIB � m ® 51 WALK s' 1 PARKING SPACE NOfE PH0"DE ONE °NfT"'Qt °F" " WHITE SYMBOL ; " 500o i GONG. _ TOP OFtl 3000 sl CONCRETE iY — L_°. 5._°. �._p. : �•'.� _ d` a .e e P BLUE;......•.. ::.;'.:.;. �_ __ - -�--- ° •_ to " GALV. _- $50-200 FINE 3' s j'l: 1 a '`ten toto _- '-`' NOTE: BACKGROUND <" •, --- SLEEVE ALL BIGN HARDWARE = WITHOUT VEHICLE �" -0 MI:.X\\+uM J—' < —:o-0 VERYc.MAiYf` \!Y GROUND SPIKE - H. D, CAW. _ PERMIT e ^ •a a d. WELIP TO BASE PL COLORS: iv c} e TEXT 6 BORDER -GREEN (s)-A x rotor taw asn r ou T_J• _J- BACKGROUND - WHITE R 1 1/2" xxco HOLM ^ SYMBOL - WHITE ON BLUE 6^ 6" (T1'PJ N=4 RE 7PM EM V*UF_ BACKGROUND Q PM sEa�raas FOR YRgIFMLM d ---' a3's ®Ib" O.G.E.W. REINF. a MID -DEPTH L �i=OL ACCE551BLE FARKIN5 SIGN � CONCRETE WHEEL 5TOF' Q H/L 5YMBOL DETAIL � 511:: JEAALK AN1� TRAIL DETAIL SCALE: 5/8" = I'-O" NOT TO SCALE NOT TO 51 NOT TO 5GALE NOT TO SCALE 2/A-i.l ACCESSIBLE - SIGNIISITE PLAN - L U j o 4/A-2.1 4" WIDE AISLE TO COMPLY PAINTED WITH ACCESSIBLE ROUTE STRIPES RESTRICTIIx2V MAX ANY DIRECTION N.Ts, N.T.S. ACCE55" FARKINC SCALE: 1/4" = I'-O" NOM. SCHEDULE 40 STEEL BOLLARD. HOT DIP GALV. O AFTER FABRIGATIO4 FINISHED m GROUT SOLID AND PAINT, SURFACE TYP. emote CONCRETE FOOTING -I u PIPE BOL ARD - TYP. - RE q/A-I.1 - f GRAIN LINK FENCE: WITH PRIVACY SLATS - RE: SPECS 2" 0 5GHED. 40 GATE FRAME 3" 4) SGHED. 40 P05T W/ THREE (5) DELUXE OFFSET MALLEABLE IRON HINGES --- I'-6" = 5'-O" 5'-O" PIPE BOLLARD - TYP. - RE: 4/A-1.1 a� 8/A-I.1 NOTE, 1 BLEACHER PADS SHALL BE lb' WIDE X 30' LONG. (REF. MASTER SITE PLAN FOR LOCATION AND GUANTITIE5). 2, ALL BLEACHER PAD5 ARE 4" THICK 5000 P51 CONCRETE (LIGHT BROOM FINISH) WITH 2" MINIMUM SAND FILL WITH #3 REINF, 24" O.G. BOTH WAY5 ON PLASTIC CHAIRS. FINISH GRADING SHALL BE WITHIN 3" OF FINISH SL:A13 GRADE P BLEACHERS BY *NATIONAL RE(�REATION SYSTEMS sOR HORIZONTAL ue•►�•i�1 II��..!.!.�' �•••iCHAIN LINK ;.a.; APPROVEDAND RAIL ASSEMBLY OR EOUAL AS Ip••••••• ••, , SLOPE 1/6" PER FOOTi••O••••••FI � ,Wj ...p0. _ ol �1%i� 1 I/4° AI,UMIN)M PIPE GUARDRAIL OR Hp6 FENCE A55EMEILY COMPLETE WITH HANDRAILS PER OSHA AND ADA REQUIREMENTS FM: COATED CHAIN LINK FENCE - ' WITS PRIVACY 5LAT5 - RE, SPECS SGHED. W SATE FRAME STEEL BRAGIN6 RE, PLAN a RE, PLAN i '� �. of \� i to too o0o' .' �� \�\\ /otoo .'tomtor 3" 8 SGHED. 40 POST W/ THREE C3) DELUXE OFFSET RE, � RINSES PLAN i CHAIN LINK FENCE WITH PRIVACY SLATS ee the `\ i \ i \\� O , in too / STD. FENCE GAP — TYP. 3" ROVND POST 5 AT EACH SATE too, 1 i:,. i I.: 1''I...:v'�ui°• i, - r� 1 j DROP PIN LOCK w 6ALV. PIPE `�I.ffVEs IN OONGREIE FOR DROP PIN Lul O5W POSITIONS) I I I V V L NOTE, HI 6ALV. GATE FRAMES I'-O° AFTER FABRICATION NOTE: PROVIDE PRIVACY VINYL SLATS AT GENERATOR AND DUMPSTER AREAS ONLY. PERIMETER FENCE SHALL BE i'-O" H, AND PVC COATED ON FABRIC ONLY. cl ® GH,�IN LINK C�rTE - TYPIG�L 24 GA. PRE -FIN. BRK. MTL. DRIP EDGE FLASHING ALL SIDES 8"XIS GA. "G' JST H.D.G. FASCIA FRAME BOLTED THRU FENCE POST W/ � � H.D.G. BOLTS GONT. ALL SIDES Q O N GA. PRE -FIN. BRK. L..DRIP EDGE A5HING ALL SIDES J5T H.D.G. FASCIA AME BOLTED THRU FENCE POST BOLT5 CONT, ALL �E5 SIT ® t -I'-b" O.G. MAX. �.G. FASCIA FRAME BOLTED THRU FENCE H.D.G. BOLTS JST H.D.G. ERMEDIATE BETWEEN J5T5. L VERT. POSTS SHALL BE 5" 4) HD. 40 H.D.G. ® t -f'-6" O.G. MAX. GRAIN LINK FABRIC >P SELVAGE BARBED AND TWISTED )TTOM SELVAGE KNUCKLED NYL COATED - COLOR AS APPROVED ' ALUM. SURFACE MOUNT EIENGH �TIONAL RECREATION SYSTEMS" SURF. MNT. W/ BACKREST ill X 12" 4> CONCRETE FOOTING. ABED FENCE POST 32" INTO DOTING. �t I 4 PROPOSED NEW PARK FACILITY FOR WE SIDE PARK La Porte, Texas 3800 Canada Road; 77571 BID PACKAGE TWO RANDALL ,-I PORTERFIELD ARCHITECTS, INC. A.I.A. 0 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.316.6920 fax Revisions N0. DATE DESCRIPTION JOB N0. 080813-oii CAD N0. DATE o-rlo01I SHEET N0. - s �JUL 08 2009 MMEM o- I 50'_O:: I UP 6" 100'-0" C12 7)001* GENERAL NOTES ��� I. ALL DIMENSIONS TO FACE OF MASONRY, FADE OF STUD, OR COLUMN �® ��F �i�/�� q�®��% SE 2. F N 5H FLOOR OR CONCESSIONIANDCRESMR OM AREA GALLED 25*15' 0 �� y�p ��h'' FIN15H FLOOR FOR PAVILION CALLED 25.65' FOR P.E.B.M. BASE PLATES. ��( fy f v� NORTH O O PROPOSED NEII PARK FACILITY FOR 1PEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 BID PACKAGE TWO Omni RANDALL " PORTERFIELD ARCHITECTS, INC. A.I.A. U� 4 505 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 261.316.6920 faX Revisions 0 D TE DESCRIPTION JOB N0. 08o813-OII CAD N0. DATE o rlo(0/05 SHEET N0, OF: JUL 0 8 2009 ' I I`i I. ALL DIMENSIONS TO FAGS OF MASONRY, FAGS Oi' STUD, OR COLUMN CENTERLINE UNLE55 OTHERWISE INDICATED. 2. FINISH FLOOR FOR GONGE5510N AND RESTROOM AREA GALLED 25.?5' FINISH FLOOR FOR PAVILION GALLED 25.65' __// �r-- 14�'.0:: 4'-4" I'-4" 4'-4" Q 14'-O" i i'-4" � -- ---- �-----------------I----- o : � tV r----� r----� r-.------ � � � � : ,,��A55-T}IROWHGOUNTER :• . , '•r-----'� PGPGORN i i WARMER ,•. U ® .•'i 50DA / I EiDI P. I'•. iv N.G.---� � N.LG.� �--� L_N.LG'----� I '• N �'• 29'-b" i rt Q OS � '" ;FRYER ; � � � � GONG�S�iJON , .a; t_____—� � N.LG. � � '• �' 28'-O" + UP. RFGR. � Io'-o° _ ----- _ _ . � 'FRYER ' IA �- �0 �: n ' ' : � .WORK REA GOUNTE � � WORK AREA COUNTER •'• i '-------- - 42 D X,8,8 W.•. � 1- � /i �. , ; 00 OC "GAPTIYEAIRE;" i FRYER � � '• `-------' '. ------ - ICE M PENT HOOD ' i N.LG. I � '•. 28'-O" v q'-4'° I N.LG. ' ' YV/.<L16HT, KIT ;� G-----� � . '' �' .•'• 8/�-8.0 `•., �-----J SYSTEM RE `f' • SPECS., ; � . 2:-b.. ,,.. .• �'•. � • '� •' i �• - �� � '••� o 0 0 '•• ' OQ WORIG ARE,4: N ND 51 3 •„ :' E KAY NSP 3bOL '•, I!� �'I y- ��; 8 � !�: � � itSi- � N � - _ e.'r �s � e 1J �'. r l ■ IJ �p %'� i I\o r� � i o .I � �.e I_IJIGI �;i I/A-5.0 IF THE APPRO'✓Ep pt./�(US ARE ��ODIFtED, q �1E�1/ SU;3N1JTTgL TO THE CJTY fe PE�,UIHEC' t';;JOP TO THE CH�tis'G� OCCURFiJHG I." u �•'•. 0 0 �"� Oo 0 0 :� �': 0 dJ p � � . �• � � ° ° � .� O �. '.....dj .. oo Oo 00 0o O g:H�45E �. p o0 00 00 00 . .... ...`.• p ......:... N �J° °o � �� °° °CJ 2/�-C 0 ° p o coo 00 0 _ o0 0 0 0 o Op �� � � o �� �Ghanging ,: 0 Ghangil °J `Station , ° ` 5tatlor 3/A-8.0 0 :,Koala. � ° ��� Koala �' K.B.10.0 - � � K.B�IOt OS WOM�N'S R.R. I' � � � _ 4'-O" 02 : PEST 4 -8 I 'T_4° b.„O�� � I - 24'�ii" 03. rl?N./STOR: /�-�1-.0 H/ �' O CHEST FRZ. N.LG. O I NF., FRZ. : L____ N ■ :' o -�'� a :� o Hip �H o .' �: a �_ Hdse Bibb 1/,4-8.0 � W/. RAG.iG O ..� ° � � ��•. O �, .. FIrAr. `� � 0� � ' iv °o °o � o- • O• °o• .: :.. °O• � •� i0 00 00 Q riJ'f?tSE •': ° 2'_p" m �' �0 : �. 0 &.' ° 0 i �. 0 :' '�' ,� � o 00 00 00 00 ��• N ................i......... o� O 'i'-O 6/,4-8.0 `� _04'MEN'S R.R. �i 9NAL RECREATION 5Y5Ti 5URFAGE MOUNT BENCH 24'-11" 4'-O" OI YEST. r-4^ 4'-8° � OPEN HALP BLOCK (TYP.) I —� Icy — — — Wf�LL L�G�ND 8" x 8" X 16" ROCK-1=AGE:D G.M.U. SGORE:D (INTE:CRAL COLOR) W/ 5E:,4LE'.R 00 00 8" x 8" X 16" G.M.U. (PINT) OPE'.N HA�LI' BLOCK (TYP.) SCALE: I/4" = I'-O" NORTH NOTE: RE: 2/A-3.0 FOR REFL. CEILING PLAND AND ROOF PLAN `� i k PROPOSED NE1P PARK FACILITY FOR NEST SIDE PARK La Porte, Tezas 3600 Caaada Road, 77571 HID PACKAGE T1�P0 �� RANDALL =' PORTERFIELD ARCffiITECTS, INC. A.I.A. ,�„sq��4® �'8���'O3 � � m�� aRA � �p :� fl 9 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 faa Revisions 0. D TE DES�IC IPTION JOB N0. 080813-011 CAD N0. DATE of/ob/oq SHEET N0. •._ _ -r � :: - + JUL 0 8 2009 �� OF: h � i+ 53-'� : � ���-. ��� I . 12'-O" O N OIO lo'-o" 1 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 �1 HOT -DIPPED GALVANIZED WITH 3" STEEL TRACK 02 HOT -DIPPED GALVANIZED WRH 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 pi 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 DEFECTION AND REVERSAL OR STOP TRAVEL. AND REVERSAL OR STOP TRAVEL. m WIND STORM REQUIREMENTS &IMPACT RESISTANT WIND STORM &IMPACT RESISTANT d- 4 NOTE; HARDWARE OY ALLOWANCE � � - o mm � 3'-0" X T-0 X i-3/4" 18 GA GALV. H.M. DOOR IN 16 GA: GALV. H.M. FRAME 3'-0" X T-0 X 1-3/4" SOLID CORE (PAINT) w� METAL THRESHOLD DOOR (PAINT) 03 W/ 9/i6s LAMINATED GLASS VISION PANEL 04 IN W000 FRAME (PAINT) WIND STORM &IMPACT RESISTANT O , U t- � 05. � 'WI PILLS 3'-0" X 7'-0 X 1-3/4" 18 GA. GALV. N.M. DOOR IN i6 GA. GALV. H.M. FRAME 5'-0" X T-0 X i-3/4" SOLID CORE (PAINT) w� METAL THRESHOLD BI-FOLD DOOR (PAINT) 0 5 W/ 9/i 6s LAMINATED GLASS VISION PANEL 0 6 IN WOOD FRAME (PAINT) - DEAD BOLT &PRIVACY LOCK �� o NOTE; -r'- 18'x24" ALUM.LOUVERED VENT � A/C CLOSET DOOR 3'-0" X 5'-0 - 9/i6" LAMINATED GLASS 2'-0" X 7'-0 X 1-3/4" SOLID CORE COMBINATION VENT w/ SCREEN DOOR (PAINT) � WINDOW IN METAL FRAME PAINTED Q''7 IN WOOD FRAME (PAINT) A AT 7-0" HD.HT. WIND STORM &IMPACT RESISTANT DOOi� � WINNOW SG��DUL� Scale: I/4" = i'-O" NOTE: DOOR HARDWARE BY ALLOWANCE RE: SPEGIFIGATIONS �� ` -------- --� . � m &rf,,,r -7. �, 4' back Splash � r Refg. - - - - \ ; .Space Open � ' \ � Kn. � � rc"�i 32 AdJ�elves REMOVABLE APRO�� I K(tehen #3 wrewusec�thetsrrypl 2 R stRoom #4 INT�i�IOR �L���TIONS Scale: i/4" = I'-O" FINISH SGNEDULE v O �t I'-1�" 7T'-3" -- 25'-O ° 25'-p" m m d� iq'-5" Q Q m Q Q � � 8'-2" I6'-10" � 5'-8" � iq'-4�" 3/_� .0 - — I'-0" �� o �5f,eaet Rofk u A 5 Rest din tV 5 I/2" �v O Mfg.; -- Q � �reakR00r� m �; , ry E. I ' 4/A-2.2 � --- -- J I '�,, o ; �� 3 A 2i 2 I ' ` ' Kitchen I -knf{kon Retlforced Piastks � : hbddi �; 5-3842-WRH Nerlfy I'—O" #� o i 36' Irokie Dh�etLskns ADA�I t #}3 ; 3'—O''`N.(�Ify Rout-apen) _ (V _.. N _ , II =xv I :. o --- � � r S � m 04II 0,7 04 05 � I � O O i C Storage Shelves - — _ �p ) 5tora e Glos. _ 5tora e Glos. I G I � ry 5tar� shelves oa 5 9 � 05 � � — I O O I I O AGGe55 Ladder r— to Attic Storage- \ � i 8„ O��ice _Meeting �®®r� m #� #� -Rv I � -�Ip 3�„ ;� - 3 I/2' FI>RR OUT ®END WALL �- FOR CEILING 5TRIJGTURE ABOVE 2' Fur Out ®Mall - 2' Fur Out ®Wall 5/8' Sheet Rock � 5/8' Sheet Rock F TO I I'-8° 13'-8" A 0 _ I I I I 2'�at®wall 12'-b�" I 5/8' Ph)wood I I p Work.Sho I area I -- ----- F-E- -I forage Shelves ; � � I 5WA(.L.�FIN��AINi) Drags � � � CAS. __ L1.---_..- O05 � day I Note; Attic Auess O 30' x 30' Mln. PF ood Scuttle Door — h hood Frans � `,� , /G�e 1 w/ 2' Ridged Insulation �`l�� �I 8' Glg Ht. � �� ELECTRICAL DW65. \ I ; ELECTRICAL TRANS. ABOVE RE: ELEGTRIGAL DWGS. � I ' A/A-2.2 5t®rae l j _05: II p Storage Owner s I I 5/�8- �IN�(PAINT) 5'-BSy" ,�,____-.----� 12'xly' overhead aor 01 I 25'-O" WALLL L�G�ND 8" PRE-ENGINEERED METAL BUILDING WALL FRAMING ■ � � � � 8" PRE-ENGINEERED METAL BUILDING WALL FRAMING W/ INSULATION 3 I/2" WOOD STUD WALLS WITH R-13 BP,TT INSULATION 3 I/2" WOOD STUD WALLS F�. F 25.65' 2,517 TOTAL SQ. FT. 0 ���a�e �� day 2 10'xlo' OverHead Door 0 2 HD.6. GRAIN LINK FENGIN6 TO ROOF 5TRIKTURE ABOVE 3' 6ate t�; 3' G- ��te gay fall �ieid Association Space HD.6. GRAIN LINK FENCING TO ROOF 5TRl1GTURE ABOVE i 03 10'xl0' Overhead noon 0 2 I 8„ m v� 7/A-4.3 ROOF LINE ABOVE =xr �- o� ,' m m A ROOF LINE I T.P. 25.5' T.P. 25.5' �`� T.P. 25.5 '_ - T.P. 24.6' i'_4�,� - - - 5'-i I " 4'-5" - 7'_3' I I/-•�. _ II'-8° 12'-O" I�_4�� ('-4" 10'-O" � ------------ --- -� '-O' IU'-O" � 8�� ui RE: 9/A-Li RE: 9/A-LI -- RE: q/A-LI ~ T.P. 24.3' T.P. 25.6' T.P. 25.6' m o m DrlveWay d- p �. T.P. 25.47' m � ? � ��� I'-i�„ 25'-O" � Q � p u� S x 25'-O" 25'°O" I,_I�„ �QPy o -Ti'-3" �p Z M,� I NT�N>�LNG� BUILDING 1=LOOR PL>�LN T.P. z5.o' �' z AScale: I/4" = I'-O" B 4a" � C m y. QNOTE: OCCUPANT LOAD (IBC 2006 -TABLE 1104.1) REQUIRED FOR BUSINESS GROUP "B" Key NO Les � PRIMARYR SPACE AREA REA11415 SQFTFL / �00 SONFT. = 14 OCCUPANTS Base Resilent Gove Base M-1 24"x 36" Mtrror Dimension of Reflective Surf< SECTION. 2902.2 SEPARATE RESTROOM FACILITIES EXCEPTION SGA Shower Curtain Rod Assembly- � 2. SEPARATE FACILITIES SHALL `1 B-204-I, 8-204-2 PTD � aper Tower Dispenser- Bobrlck B-262 NOT BE REQUIRED IN aia FLir4rooTopoFOEcu l UNA. REFBi TO 57id1a7iRW. FRP Fiber -Glass Reinforce Panel STRUCTURES OR TENANT SPACES axacaNr. , W/ ALUM. TOP, BOTTOM AND SEAM TRIM WITH AT TOTAL OCCUPANT LOAD, TPH Toilet Paper Holder Bobrlck B-2'140 INCLUDING BOTH EMPLOYEES I ! ? ` � GB -I 36" Long Bar-8-6106 x 36 ANO CUSTOMERS, OF 15 OR ' 't 'I ;�; axwcElLlNss;Ts.ew•oc. LESS. I ; I � 1 i � ut+o. R9}R ra sTR11CTURAL PTD 5.5. Wall Hung Trash Holder Bobrlck B-3g42 I , GB-2 42" Long Bar-8-6106 x 42 '' s va' R le ann neuAnox ',I � III i' I R&H2 TO PLlal Fat LOCATION SH5 Shower Seat Bobrlck B-517 � � 1 . _ OBL.1 X 4 TOP RATE �■■■■■■■�■■■■■■■■■■■�■■■■■e■■■■u■■u NOTE: CEILING TN15 AREA SWU,L HAVE R-19 GATT ItJS,LATION � scl�� ■ •�- �• � ■ � • ■ _ �. � � � ' ' � ,� ., I , u .' „ u ' ,. II �������������������������_� e sc+exl.Lv ease F 7� At Z'��W�OMR.1 SECTION Note, •� '� sG6aA En FLOORMr> _ Cellhg at 6aage Open to Roof Deck or � urE aF sLAe a' dg Ht. � � � � � _ INTERIOR W><4LL S�GTION ■ Glg Ht. A/G Vent ■ SCALE: I I/2" = I'-O" is J 1 8' GIg Nt ■ � Q NOTE: NO SEPARATION REQUIRED FOR BUSINESS GROUP "8" A/G Vent � � � � I IBC TABLE 600 TYPE V-B CONSTRUCTION BEARING INTERIOR A/O Vent A✓O Vent I � I � WAILS REQUIRE 0 (ZERO) HOURS OF FIRE RESISTANT RATING �. _ .__ . ■ ---- ■ 'f■■■■■�■■■■■■�■■■■■■ ■■i■■�■■u■■■■■■■t M� I NT�N�NG� �U I L17I N� fi���Li=GT�i� G� I L I N� P1��4N Scale: I/8" = I'-O" - SECTION ■ I.�dlaut Fmk I .-._ _ .... _. _) ., >.:. ■ 8' Ug Ht. '"" ; C� _.. -_.... scrum wuL Rwslt � ro kjlt Above � ® � ' I.. Fnasx scrsxa.e JJ I� ;f A/G Yalt i ` I � 5/8' THICK 6TFRAf HWJ.eOARD ■ _ � ■ 8' Glg Tit. ' i � p� TREATH7 ] X 4 EOROM RATE ■ (r=�- ' FASTE18t AT 1'-0'OA.WWM,ti ■ 8' Glg Ht. I I � � ; � � � � � ' wEw see n.w � e vs• R �s a4TT rtexw.AnoN LI t5 (TYPJ RffH2 TO PLMi FOR LOCATION i -� .- i.`J I 8 - 3' x q' r t Roos Pmeis I AIG Yent I ■ � `' i ■ ' �- 1 I ■ _ � 8' Glg Ht. ; , ■ Nnte; Attk AueSs ■ � A/G Vent t �2xRkk d I (� ' �� (� ■ ■ - ■ � LlgFlt h Attk Above AlG Vent 8' is �a.... i PROPOSED NE1P PARK FACILITY FOR 1�YEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 BID PACKAGE 1'WO �� PORTERFIELD :TS, INC. A.I.A. 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 faa Revisions �. uAiE DESCRIPTIO �� ARcM TF!FApPRp Tp TH��ANEg S ' N�£lS pCC� PR/ pR to 7/15/09 ADDENDUM �1 JOB N0. 080813-oil CAD N0. Y ���� DATE o�/oblo9 �� SHEET NO - °.� ��- �,'�' 8 � � �� � �_ JUL 21 2009 I F OF: � ���',sl o o - IN Oa PAVILION ♦��u■uuouuoww■■w�• uwv■ ■ ■u■uuvu■■uYuwvu■■u■■■■■■ R-19 BATT INSULATION IN . �♦N, ■ GOILINO IN a �,. I------------ • I• TWO A/B PLYWOOD L9LEW/IXII TTGNS AT ADGS ALL !'DO(PAINT) GONG ' -- ■ 429. X 8D'W. • p 1 I .. i • 4 ANSmccp W �• ■ gY.GILINB yCl _, ■ V tSN5 OF .. \ , '•♦1 •i• w�� Yw www■w■ww■■Yw i• ■■w■w■w�i • w ■ .f ■mmmi OFF 0 1 IF 'ON FIN.w' I PIN IF ov IN 11 ' l IF .INI6 IFF-' . . O i" FON 1FI I1 ,'7,IIIIfFF I 7, N I 7I INI11 I%N '+ yNI1 IF NI __ ':t _ - NNO 0 Ob� a OT.II INNI NfO IO t GHASG � . ' i NOTM THIS AREA OPGN TO �> PAVILION ROOF ABOYE No GGILIN6) OSWOMGNS R.R. • 04 MGNb RR. O3 .IANlSTOR. i _ OI VGST ,i 01 VGST 9' GGIUNB HG18HT i :=Ti (D== NO I I _, �• TH. B/O PLYWOOD celuNe FA i NORTH ,pjum" C?//? fie big/S te6 ClNe FOR FENCING. NORTH y f. i r IF F NI O PROPOSED NEVI PARK FACILITY FOR NEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 BID PACKAGE TWO 0 RANDALL - PORTERFIELD ARCHITECTS, INC. A.I.A. 9 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8680 281.318.8920 fax Revisions N0. DATE DESCRIPTION JOB N0. 080813-011 CAD. N0. DATE 07/obloq SHEET I q I OF: RI JUL 08 2009 3/ri-6,0�J' �M, METAL RIDGE Y'ENT BY P.E.B.M. PRE -FINISHED E+REAK " METAL END WALL GAP BY P.E.B.M. 6RAPHIGS (BY OWNER) 12 Slope 3 GHAIN LINK FENGING TO ROOF y STRUCTURE ABOVE i �: � 2X TRIM ?7�)> ; . P.E.B.M. TO PROVIDE BRAGIN6 FOR �; r,/ yJ> > � �' IXIO T IM ,` , > �` y w FENGING. �y v . � r , w ,�� ,�', �f� yx� r/ e5t Side Bal par t ° *��� 5 � Y kx � �� PRE-ENGINEERED METAL BUILDING R- PANEL �� r J y;..s �...� �., -�-' t �� .. > �. �i ? >\C-?' � {. '. {k )J < <<,,ti� - .RAKE TRIM BY P.E.B.M. r \,J � a: �KK� c. - � � � )�) .,. /. .�., ). (> y v ���� � ��� � i� t v/�Y !'S ,; c .'a t /�y > ,. �.<t`S� .. ,.. ' `' 5/8" MDO PLYWOOD (PAINT) v � H .a. � ��� . ,,. .. a'i, � i' ,.' AT PARAPET PLT. HT. � � Electronic Slgn Electronic Sign (BY OWNER) — --� 2X4 TRIM (BY OWNEiZ) — .� GALL F.F. 25."f5' �, 2 " �D��il ��� Y l'� I (�� METAL RIDGE VENT BY P.E.B.M. 3/�-6,0 2X TRIM > IM de Ball X4 RIM �� Open HaIP Block SCORED AND ROCK -PAGE GMU 'FEATHERLITE I _ �0�®� ����� (o` , HILL COUNTRY WHITE I �( Scale: i/4" = I'-O" GHEDULED.A:OLLDOWN SHUTTER GHEDULED E�ERVIGE WINDOW '.LAM. SERVING COUNTER PRE -FINISHED BREAk: METAL END WALL GP.P SY P.E.B.M: GRAPHICS (I3Y OWNER) 5/8" MC>O PLYWOOD (PAINT) 12 ,.._.., ... ��` Slope 3 2X4 TRIM (BY OWNER) SCORED AND ROCK -PAGE GMU "FEATHERLITE" HILL COUNTRY WHITE h'O F T Q�jOA °�qs�E� �O�q '�<L TR�q �opUR�DF� �00 O �ii%%/jam ��7// UmS/ p��aah��b reh(6�s b,,7�,�s �s���q�����a �a RAKE TRIM BY P.E.B.M. PRE-ENGINEERED METAL BUILDING R- PANEL ��` GHAIN LINK FENGING T� ROOF STRUCTURE ABOVE P.E.B.M. TO PROVIDE BRAGIN6 FOR FENGING. ROLLDOWN SHUTTER SCORED AND ROCK —PAGE GMU "FEATHERLITE" HILL COUNTRY WHITE SAVE TRIM, GUTTER AND DOWNSPOUT BY P.E.B.M. EAVE TRIM,- 6UTTER ANC DOWNSPOUT BY P.E.B.M. �� i f PROPOSED NEIP PARK FACILITY FOR BEST SIDE PARK La Porte, Tezas 3800 Canada Road, 77571 BID PACKAGE .TYPO �� RANDALL `� PORTERFIELD ARCHITECTS, INC. A.I.A. �, a � �� �' �4 f'. Rqg� "�'�a. �� a 6 d'r �;,,.. m �, .� 0 '� . 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 fas Revisions NO. DATE DESCRIPTION JOB N0. 080813-011 CAD N0. DATE o7/06/09 SHEET N0. 10 OF: i 5� t JUL 0 � 2009 I� �� �_ ���.® �. �,a- i METAL RIDGE VENT BY P.E.B.M. PRE-ENGINEERED METAL BUILDING R-PANEL ___ ___ __ ___ ___ _ _ ___ _ ___ ___ __ ___ ___ _ ___ ___ _ __ ___ _ __ _ ___ ___ __ _ _ _ _ _ _ _ _ _ _ _ I �� �i � � � � � I� r � _ _ T_ 1 ___ ___ ___ ___ _ ___ _ :-_ ___ _ ::_ ___ _ ..a ___ _ -:_ ___ _ _ __ _ ___ ___ ___ ___ _ ___ ___ _ ___ _ _ _ _ :_ _ _ _ _::c:c — _— _ :� - — _:__ _ __ — :_ _ ___ __ _ __ _ _ _ _ _ __ __ _ _ _ _ _ _ _ _ — �� i :cT I I I I j � - : � : ,.. � � �� i i i : ..;.. , t � i s � r_ �, : I. s __--- I I � s,. i : .,.3 .. � .. ... �.F. 3.. �.,. (.. ...�.. � �._ ,, c ..I ,.......,.. 2 ��Si �L�Y�tiION SCALE: I/4" = I'-O" : I' ,_ -; ,.._ ;_,._ .,._ .._- �'-------5/,3" MDO PLYWOOD (PAINT) . 3 , .. . � ..._ { ,...._ t ,.,:, �.. �..�;:, ...`_... � A'1 PARAPET _ i .� r I J_ i I S -. i .. .._ .. _ ._ , _„ _�. r .. ,..� - I __ i I i r i � I,. .. SCORED AND ROCK -FAG GMU "FEATHERLITE" j � � - i HILL COUNTRY WHITE �' (' _..<� 1 � j ...f... ' '. ' - ' j . i ,. i .. �i-P.LAM. 3ERVIGE COUNTER _._, ! ' ._� 1.�.. � i �._ [ i = r `. _.. r � � .. _. Gonc. Curb SCHEDULED DUOR DOWNSPOUT EAVE TRIM AND GUTTER BY P.E.B.M. �� �� �� �o F� �� i� ��� 00���� ��� Cj,� g�� '�,p0� METAL RIDGE VENT BY P,E.B.M. /-PRE-ENGIN.-ERED METAL BUILDIN6 R- PANEL i i I � i i i i i i i i i i : � � � � � � � i i - ---- ---- ---- ---- i i i i r D.S.. EAVE TRIM AND GUTTER BY P.E.B.M. J�I�ST �J��Y�TION SCALE: I/4" = I'-O" D.S. 5/8" MDO PLYWOOD (PAINT)-"'��,-,.,-,., AT PARAPET O i- Service Gounter- GALL F.F. 25.?5' SCORED AND ROG� FACE GMU HILLaGOUNTRY WHIT ._:.. D.S. D.S. S i �:\ { —, e'1 PROPOSED NEVI PARK FACILITY FOR 1�EST SIDE PARK La Porte, Tezas 3600 Canada Road, 77571 BID PACKAGE TYPO �� RANDALL 'a PORTERFIELD ARCHITECTS, INC.' A.LA. ' 4.9 4iP� nuu� ro . �, � � � a1Ff,.. -�' .,,�� � fl 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 fas Revisions 0. DA '� DESCRIPTION JOB N0. 080813-oii CAD N0. DATE o6/2gloq SHEET N0. I �� OF: ,� JUC_ 0� 2009 i 5� F� ,,,. �'�d. I Parapet Common Waii - to Pavilion Roof Deck hill k go 11 11 Metal Siding "R" Panels `4'X*V GHAINLINK GATE - ROOF DECK A<:GE85 i5ee Monuf.s specs Y % , .r. )Y J ! Y 1 - ) J �)' i 1 _ t S _ . ._3 _ _ 1 _ _ of of I off of .. ! C - / - lam. p me — — — 5/8" 11 MDO PLYWOO (PAINT) roo Poff AT PARARE I of LT. HT. — --- - --------------- �— I i i l mom a Kv 76" O SCORED AND iIme ( i ROCK —FACE GMU l { r i t.. °rr "FEATHERLITE" HILLIII I. I 3..._ ... COUNTRY WHITE ? _ a,_.,_ .. ! I s �I.... ( I.III, I.. .. i f i 4 3 i 5<,rvice Counter i i GALL F.F. _.._,. 7 _.4 4 _ 1 i _.._ T; 1 1 _ __ Como Curb 2--��s� ���Y��►o� �s°��ooM � eo���ss�o� SCALE: 1/4" = I'-O" Parapet Gommon Wail - to Pavilion RooF Deck sGHEDULi2D DOOR Abp 4 tT 7*0 Metal 5lding "R" Panels f 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. AA'�� 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8680 281.316.6920 fax Revisions N0. DATE DESCRIPTION JOB N0. 080813-011 CAD N0. DATE o6/2gloa SHEET N0. It OF: I JUL 08 2009 I lot By Pre -Engineered Mti. Bldg. Fabricator 2 ,� � �CJ. 'I' � � ���'I' I O Pre -Fab Concrete Splash Blocks ® Ea. Down Spout (Typ) Scale= 3/I6" = I'-O" Wall "R" Panels ROOF SLOPE zI E' O ry Metal Down Spouts ®20' o.c. Average By Pre -Engineered Mti. Bldg. Fabricator Pre Fab Concrete Splash Blocks ® Ea. Down Spout{Typ) Ff - NO�Tf� �L�V�4TION Scale: 511ro = I'-O" Pre -Fab Concrete Splash Blocks m Ea. Down Spout (Typ) ReF� 5ertion Detail 2 r '�TION oy rre-cngmeerea r�ci. drag, raoricasor Pre -Fab Concrete Splash Blocks ®Ea. Down Spout (Typ) Ref; Section Detco 2 � - WALL S�GTION -- P,E.B. R Panels ® 20' o.c. Average Mtl. Bidg. Fabricator Splash Blocks .yp) •�a E.B. RAKE TRIM P,E.B. FRAME METAL t^IALL "R" PANEL5 7 - W�4LL SECTION - I'_O" PROPOSED NEW PARK FACILITY FOR 1�EST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 BID PACKAGE TWO ■ ■■i RAND IL PORTERFIELD ARCIiITECTS, INC. A.I.A. .vA 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8680 261.316.6920 fax . Revisions N0. DATE DESCRIPTION 01. 5.4.9 Deleted Some Windows JOB N0. 080813-oii CAD N0. DATE 7/ob10q SHEET N0. OF: JUL 0 0 2009 Overhang "1.20 6'-O" Gonc. I Walk (Typical) Parapet Common Wall - to Pavilion Roof Deck METAL RIDGE VENT BY P.Ei.B.M. See Roof Plan 8 Roof Framing Plan Ghainlink Fencing Ghainlink Fencing to Bottom of Roof Decking to Bottom of Roof Decking ®Pavilion ® Pavilion / 5.10 •� �► kII f > NA "IrN S l ZC ITT ` > .. 01 IN p IN IN Nrl Y. 1 , ,✓ > came 6.20 (By MonufJ > -� Note: 4.24 ---■ Ali Structural Framing Members Shall be Hot -Dipped Galvanized 4.26 CALL F 575 'F. 3.53 ■ 06 05 A0MEN'5 R.R: CHASE 05 WOMEN'5 R.R. ' 4.21 4.27 , t 1 t 2/A-6 r rlKa r r<> ri s� 5.10 t 1 � o ry � PLT. HT. - -- t to =iv GALL F.F. 25.'I5' NMI* rrra Oi CHASE 04 MEWS R.R. 4.21 Parapet Gammon Wall - to Pavilion Roof Deck See RooF Plan 4 RooP Framing Plan Dui H.D.G. Rigid Frame 4.24 4.26 Q(1/R�' D TRO ©D l -O" 12 Slope 3 PURLINS BY, P.E.B.NN \ \ RAFTER EXTENSION /)�eq,A%�TRUGTURAL '11G R PANELS AT WALL KEY NOTES p� ain re dud �irn4/�p� , st 4�ir60' 3.53 CONCRETE FOUNDATION - RE: 5TFOY0114) GS EGG �J 4.24 G.M.U. BOND BEAM - RE: STRUCTURAL DRAWI S 4.26 8" x 8' X lb" ROCK -FACED G.M.U. SGOPW (INTEGRAL COLOR) W SEALER 4.21 8" x 8" X IV G.M.V. RE: FINISH SCHEDULE 5.10 HOT DIPPED GALV, q 6A. CHAIN LINK FENCE WITH COMMERCIAL GRADE SGHED. 40 HOT DIPPED GALV. PIPE AND HARDWARE 6 20 2x8 5TUD WALL a 16" O.G. 6.24 %TBALL SEAMS AND EDGESI(FAIHOOD BATTENS 6.25 2x8 TREATED PLATE RE: STRUCTURAL 7.05 R-Iq BATT INSULATION 1.20 24 GA, METAL ROOF AND WALL FINISH - R PANEL - KYNAR FINISH BY P.E.B.M. i.35 PRE -FINISHED MET. FLASHING Overhang Rafter Ghcu EAVE .TRIM,-' GUTTER AND DOWNSPOUT BY P.E.B.M. Slope to Drain, �picai All Sides (i/4" Per. Foot fox), F �1 PROPOSED NEW PARK FACILITY FOR 1PEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 BID PACKAGE TWO ■ ■■e RAND IL ` PORTERFIELD ARCiIITECTS, INC. A.I.A. 1b 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.316.6920 Fax Revisions N0: D TE DESCRIPTION JOB N0. 080813-011 CAD N0. DATE o7/ob/oq SHEET N0. OF: JUL 08 2009 GALL 2s.�s� Scale: 3/4" = I'-0" AND .T. HT. _ METAL RIDGE VENT BY P.E.B.M. 04 MEWS • � °�� Ve.. ° � .. .. a°, o � .. n G : �..a .a �< 'd e' 'a � ° � A .d'. .. • <''a.. •Q• '7 P.E.B.M. TO PROVIDE BRAGIN� FOR WALL IF THE APPR ARE MODIFIED, A TO THE GIl'Y IS f� TO THE CHANG NOT DIPPED —�� CAL �ANIZEL FASTENERS REQUIRED ON_ A�TREATED WOOD Minimum six-inch (6') ; walls shall be requlrs where drain, waste & v plumbing is installed.. PRE -FINISHED ..c,.,,, ��.,,-� .,ANT �G�Y�i� 'NOTES 3.53 CONCRETE FOUNDATION - RE: STRUCTURAL DRAWINGS 4.24 G.M.U. BOND BEAM - RE: STRUCTURAL DRAWINGS 4.26 8" x 8" X Ib" ROCK -PAGED G.M.V. SCORED (INTEGRAL COLOR) W/ SEALER 4.21 8" x 8" X Ib" G.MU. RE: FINISH SCHEDULE 5.10 HOT DIPPED GALV, a GA. CHAIN LINK FENCE WITH COMMERCIAL GRADE SGHED. 40 HOT DIPPED GALV. PIPE AND HARDWARE CHAIN LINK FENCING TO ROOF 5TRUGTURE ABOVE P.E.$.M. TO PROVIDE BRACING FOR FENCING. 6.1-( 2 X 4 KDAT WOOD TRIM (PAINT) 6.18 2x �I KDAT 5YP TOP GAP (PAIINT) 6.19 2x10 5YP #2 RAFTER ® ib" O.G. 6.20 2x8 5YP 02 ®ib" O.G. 6.23 I X 4 KDAT WOOD TRIM (PAINT) 6.24 AT�ALL 5 AM5 At DOED 51(PAINTOOD BATTEN5 6.25 2x8 TREATED PLATE RE: 5TRUGTURAL 6.251 DBL. 2x8 TREATED TOP PLATE RE: STRUCTURAL 6,26 3/4" TH. B/G PLYWOOD WITH I X 2 KDAT WOOD BATTENS AT ALL SEAMS AND EDGES (PAINT) . y,2-( I/2" TH. B/G PLYWOOD (PAINT) 6.28 5/8" TH. A/B PLYWOOD CEILING WITH I X 2 KDAT WOOD BATTENS AT ALL SEAMS AND EDGES (PAINT) 6.2a 5/8" TH. B/G PLYWOOD ,CEILING (PAINT) '1.05 R-IQ BAIT INSULATION 7.10 51NGLE PLY ROOF PER 5PEGIFIGATIONS "1.20 24 6A. METAL ROOF AND WALL FINISH - R PANEL - KYNAR FINISH BY PEB.M. 7.g5 PRE -FINISHED MET. FLASHING 13.01 PRE-ENGINEERED METAL BUILDING 5TRUGTURE (HOT DIP GALVENIZED) RE:: SPEGIFIGATIONS 13.02 PRE-ENGINEERED METAL BUILDING R-PANEL POR WALL FINISH 13.03 PRE-ENGINEERED METAL BUILDING TRIM SCHEDULED ROLL DOWN SHUTTER — SCHEDULED SERVICE WC -1V- (V GAL F.F 25.'i PLT. HT. ��� ij��8 .�®®L �� i2®1 i�i,' ,!� c ��� ��� :t:•. 7 O f v_ 0 0 ��- 08 CONCESSION I �" TH. PLYWD. TOP W/ PLASTIC LAMINATE COUNTER 8 SHELF BOTTOM CABINET i'-O" 26 .--. a °a a °o a .o :_ .a °• , • ,.da e �a�..aa. d :.<�..� a .°: ,° . . °;: .a �a_. • - • - • (V �, ADJ. SHELVES (Y 2 z —o '.. � ,, PROPOSED NEIP PARK FACILITY FOR yfEST SIDE .PARK La Porte, Tezas 3800 Canada Road, 77571 BID PACKAGE TYPO �� RANDALL =-� PORTERFIELD ARCHITECTS, INC. A.LA. _ v� �q �. R9. � , �`A�,p. . � , �� ,� »=a � 6 -s; �� �. �. �f� 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6880 281.318.8920 faa Revisions N0. DATE DESCRIPTION JOB N0. 080813-011 CAD N0. DATE o7/O6/oq SHEET N0. 15 � �- OF: JUL 00 2009 5� I :�. , .___. �_� a0 S C l �10'-O" ' boil ' � provision Per padlock fill iiiyl i 2. OD. Prams III 1�\_ I �I LuJ 11 III 11 'All Jolnl are I I � welded to make III a rigid trams 111 weleaaetlZl LW I I I 1 1 coal eiP GRG - - Top -typical - 6aly. e;hanlink Fencing ' M 6a. Alum. Wlrea Tlea -4. OD. bolo Pocks Spaced o 24' oc. o4.ila/pE. J � 1 5/8' OD. Top RaiP Q � gaiv. O 337 a/PE. w 2' x a4 core mesh � � W Lat/ch P D o 5.'I4 tt/Pt., gaiv. tcohoa �• z � Bdeto nrveefvagbe W�t�ekled Q � � � � P�rlovbion Pa padlock SA'v � � ail) �l ww I�ded to rtake rigid - iramo, woida get (Z) coal oP CF2G gaiv. 12"dla, x 56• deep Z 7/8. OD. Ninge- I I I I 1 11 1 cone. Pootor ) 15/8' OD. bottom tali . g+JP pool o5.74 o/Pt. � i I I I I I I I o Z.77 •Rt. gaiv. III 1 I ii i 1 I I I 12' dla. x 44• deap, ttyypp�� Par 4' height, L11J L W 56• chap Pa b' to erhelghl Top > Typieal _ 0 —. — Line Poet, top, gab. ep Q' � apaeea o 24• o.e. r � � - - Z' x k4 Fw, Chain Iink lab-Ic .A m 15/8' OD. Top Rall � Top aeivage barbod end Ewlated ui l`I � �� gale. 0 221 e/Pt. Bottom selvage knock ed '�2 i/8' OD. VItx�I Goatad -color <ro approved - _ '� �. End Garnar Pool -gaiv, o5:T8a/tt. 2 B/8' OD. Line Poatt LL W Tonslon band oab5 M/Pt. � - = u. Tamlon bar -gab. g - Trvea Rod - 9/8' O 4 4 kle dla. gaN. adJ. � a. V' �tlq 6a. Line Pont tlea, <piv., IS•o.c.. A 'C m I I1 1 I S/e• OD. bettom roll i l l l 4' x 8' brads bean D ry e 2.2T MRt. w/2- tt3 rebpr, cantlnucva u> _. 111 .th 111 1 tttJJJ111 I I I I�-12' dla. x S4" doe 1 11 1�� 4' dla. x 24' chap, tyl>. Por 4' height, � � W LLJ P �' LW 96• deep tar 6' to e' helghta 10'-O".MAX. SPACING � �' �' 'f�—" � Q O i70U8LE ��TE - OUTI=1 �Li7 O 6,�T� 1,_0„ _ O S�LLi=1 EL1't7 ��NGE ��%:�i :�:� �..� esos - ' - epp�. �'�"� - • - ��p.�: ��.�.�. goo+ ��.,,. -. ,e,,. � :!¢•! - - .- ❖. � - . -. �:❖::;: pe•��p• se••O ..x ...• �� el.-._e. � -. �. ' . -. . - 0 OUTI^ I EL1� ��NGE SCALE, i/4" - I'-O" SCALE= NONE 6' �, � o O ,��� 4 � O ' 4'-O" 4'-O" dJ � �(�`" ��� �- VARIES PER FIELD OHOME PL,4TE5 SCALE= I/4"-.I,-O" . CIRCLE _— _�_� �l� ,� �� � ;��� SCALE, NONE W PENGINC� NOTES: I. CORNER POST 3" O.D, x q' LONG (HOT DIPPED GALV. SGH. 40) SET IN 12"d HOLE WITH A SET IN DEPTH OF 36" OF CONCRETE. 2. DOUBLE OUTFIELD GATE ASSEMBLY A5 SHOWN IN DETAIL "A". GATE P05T 4" O.D. SEAT SAME A5 CORNER P05T. 3. LINE P05T - 2-I/2" O.D. x q' LONG (HOT DIPPED GALV. SGH. 40) SET IN q" O.D. HOLE WITH 36" OF CONCRETE TO ACHIEVE A 6'-O" HIGH FENCE. To - T Ical % P yP - 4. FENCE RAILS -PROVIDE TOP, MIDDLE AND BOTTOM RAILS CONTINUOUS ON Galt'. Ghainlink Fencing � ALL FENCING. RAILS SHALL BE I-5/8" O.D. GALV. NOT WEIGHING LE55 04 6a. Alvin. Wlros Tlos THAN 2.21 LBSAF. PROVIDE APPROVED GALV. CONNECTORS AND POST Spacod m 24° o.c. at LAP5. Galt'. Gha(n Llnk Fencing _ - 5. FOUL POLES - 4" O.D. x 18' GALV. PIPE PAINTED, SET 4' IN 12" � HOLE WITH 4' OF CONCRETE AS PART OF FENCE LINE POST SYSTEM. tW Ga. Lino Post 2 3/8" Dla. 10' o.c. b, FENCE FABRIC - 2" q GA. WITH PVG EXTRUDED FABRIC, 14 TO 18 MILS (COLOR -DARK BROWN). PROVIDE ALUMINUM ('1 GA) TIES 24" O,G. MIN. HORIZONTAL AND 18" O.G. VERTICAL (MIN. 5 TIES EACH POST). FABRIC KNUCKLE SHALL BE CAREFULLY ALIGNED AND SECURED ALONG TOP RAIL TO AVOID ANY PROTRUDING FABRIC OR KNUCKLE ABOVE TOP RAIL. 'i.. BACKSTOP P05T. - 4" O.D. x 25" LONG SGH. 40 GALV. PIPE 5ET IN 12"� HOLE 5' DEEP IN CONCRETE Tonslon band g, BACKSTOP FENCE FABRIC ASSEMBLY -PROVIDE 6' GA: (PVC COATED Tonslon bar -gaiv. COLOR -DARK BROWN) FIR5T 10' THEN q GA. AS SPECIFIED FOR REMAINING BACKSTOP AREA. 6aly. Chain Unk Fonung q. SINGLE ENTRY GATE-.3'-O" x (VerlFy Ht. as Per Ball Field) -2" x oq 6a, Chain Link Fabric HEAVY DUTY GALV. FRAME WITH Top Selvage Barbed and Twisted WELDED CORNERS. PROVIDED MALLEABLE HEAVY DUTY HINGES WITH bottom So wage Knucklod LOCKABLE GATE HANDLE. ALL FENCE FABRIC TO MATCH OUTFIELD FENCE. Vinyl Coated -Color as Approvod 10. PROVIDE GALV. BOLTED HANGER AT EACH POST FOR DUGOUT ROOF CONSTRUCTION OR THRU BOLT WITH (2) 1/2"d GALV. CARRIAGE BOLTS. II. FRAMED OPENING 3'-O" x 'T-O" IN DU60UT FENCE, (2) OPENINGS AT EACH DUGOUT, (24) TOTAL OPENING5 FOR (4) FIELDS. 12" DIA. HOLE -1N WITH C.oNGRETE � 12, DUGOUT POST - CORNER AND LINE P05T TO MATCH TYPICAL POST SPEC. ABOVE EXCEPT ALL POSTS ARE SET 3'-O" IN CONCRETE TO ACHIEVE A . . TOP RAIL HEIGHT OF '1' AND APPROXIMATELY 6" EXTENSION ABOVE. ®6,�L1�. c SCALE: i/4" - I'-O" ARE lF /yFAA �o0/F Rol ,1V T o THE �R�, A ��� p�A T o TyF cy���� � ���� �Itr1/� TT� ���'Ufi�a,. ��®R ,, 7 5:= ,/ �, :PROPOSED NEIY PARK FACILITY FOR NEST SIDE PARK La Porte, Tezas 3800 Canada Road; 77571 BID PACKAGE TIPO ■ ■ „ RANDALL " PORTERFIELD ARCHITECTS, INC. A.I.A. R" Rq� :�.� �� 4� ' w�a m`" as a � WRf,.. ''b� - �� �1 � fl OLAKE SHORES OTEXAS �77585 CLEAK (281) 334-5535 (281) 334-2933 fas Revisions N0. DATE _DESCRIPTION JOB N0. 080813-OII CAD N0. DATE o1/o6/Oq SHEET N0. 16 0�, JUl 0 � 2009 �� 5� �_ I �-`� e0 12" I,�' pen Spaces so cna, f® WOM�N'� �.�. ROOM #05 �-' W®MENI� �.�. ROOM #05 SCALE I/4" = I'-O" MEWS R.R. #O6 51M. SCALE 1/4" = I'-0" �J Protective Sleeve RR�—� -.__ _...- _.,, _ f. _ _ ; ' a..... F'TD ' PTD / Lq 5D ': 5D M M ' .; GNT _..._ . _ . i. _. H—I H—I �� H-I .. _.. ._. � ..__ I � o 0 0 o y. � r _. � GB-3 �' � - �.. N ^ .. .. ' 0 0 � _ � :r .. _., ; m Open Space to Chase Protective Sleeve 5® MEN15 �.�. ROOM #04 Protective Sleeve �1® MEN15 �.�. ROOM #04 SCALE I/4" = I'-O" SCALE I/4" = I'-O" 7VRLG I/�F�� = I�—V" v IF THE APPROVED PLi-DNS ARE MODIFIED, /� NE�f SUt3ftllil�'AL 70 7hE CITY IS RE(;UiREll r'R(OR 'CO 7NE CHANGE OGGURRIPlG 1.{OTDI EPP D AG AG LVANIZED FASTENERS REQUIRED ON ALL TREATE_�_- �"' WOMENIS �.�. ROOM #05 SCALE I/4" = I'-O" �4 MEWS �.�. ROOM #04 SCALE I/4" = i'-O" stud Minimum six"inch �6 fired walls shall bwas e &,vent w Plumbang is installed. ti u �.'-•+ VF/�ill :IF/N4G YV VfIG17C� �� WOMEN'S >�.�. ROOM #05 .SCALE I/4" = I'-O" ti� � ���� ..cam- - -, ,__... __ ....._ _.._ i .� � � � ,� _ _ RESTROOM EQUIPMENT SD SOAP DISPENSER "BOBRIGK' B-4112 GB-4 42" GRAB BAR "BOBRIGK" 8-6206 X36 GB-3 36" GRAB BAR. "BOBRIGK" 8-6206 X42 /' -1 20"X36" MIRROR ABOVE ERGH LAVATORY \__/ 40" MAX. FROM BOTTOM EDGE TO FINISH FLOOR (DIMENSIONS OF REFLECTIVE SURFACE) "BOBRIGK" B-2q0 GH-1 GOAT HOOK WITH BUMPER (MTD. AT 48" AFF). "BOBRIGK" B-2116 INSIDE DOOR TPH TOILET PAPER HOLDER "BOBRIGK" 8-2888 RPT ROLL PAPER TOWEL DISPENSER "BOBRIGK" 8-2860 RRP SOLID PHENOLIC GORE P.LAM. VENEER RESTROOM PARTITION GNT SOLID PHENOLIC GORE P.LAM. VENEER COUNTER TOP, SPLASH AND APRON REt DETAIL 4/A-8.0 GNT-i �" pLYWD. GORE P.LAM. VENEER COUNTER TOP, SPLASH AND APRON Protective Sleeve RR�—� -.__ _...- _.,, _ f. _ _ ; ' a..... F'TD ' PTD / Lq 5D ': 5D M M ' .; GNT _..._ . _ . i. _. H—I H—I �� H-I .. _.. ._. � ..__ I � o 0 0 o y. � r _. � GB-3 �' � - �.. N ^ .. .. ' 0 0 � _ � :r .. _., ; m Open Space to Chase Protective Sleeve 5® MEN15 �.�. ROOM #04 Protective Sleeve �1® MEN15 �.�. ROOM #04 SCALE I/4" = I'-O" SCALE I/4" = I'-O" 7VRLG I/�F�� = I�—V" v IF THE APPROVED PLi-DNS ARE MODIFIED, /� NE�f SUt3ftllil�'AL 70 7hE CITY IS RE(;UiREll r'R(OR 'CO 7NE CHANGE OGGURRIPlG 1.{OTDI EPP D AG AG LVANIZED FASTENERS REQUIRED ON ALL TREATE_�_- �"' WOMENIS �.�. ROOM #05 SCALE I/4" = I'-O" �4 MEWS �.�. ROOM #04 SCALE I/4" = i'-O" stud Minimum six"inch �6 fired walls shall bwas e &,vent w Plumbang is installed. ti u �.'-•+ VF/�ill :IF/N4G YV VfIG17C� �� WOMEN'S >�.�. ROOM #05 .SCALE I/4" = I'-O" ti� � ���� ..cam- - -, ,__... __ ....._ _.._ i .� � � � ,� _ _ RESTROOM EQUIPMENT SD SOAP DISPENSER "BOBRIGK' B-4112 GB-4 42" GRAB BAR "BOBRIGK" 8-6206 X36 GB-3 36" GRAB BAR. "BOBRIGK" 8-6206 X42 /' -1 20"X36" MIRROR ABOVE ERGH LAVATORY \__/ 40" MAX. FROM BOTTOM EDGE TO FINISH FLOOR (DIMENSIONS OF REFLECTIVE SURFACE) "BOBRIGK" B-2q0 GH-1 GOAT HOOK WITH BUMPER (MTD. AT 48" AFF). "BOBRIGK" B-2116 INSIDE DOOR TPH TOILET PAPER HOLDER "BOBRIGK" 8-2888 RPT ROLL PAPER TOWEL DISPENSER "BOBRIGK" 8-2860 RRP SOLID PHENOLIC GORE P.LAM. VENEER RESTROOM PARTITION GNT SOLID PHENOLIC GORE P.LAM. VENEER COUNTER TOP, SPLASH AND APRON REt DETAIL 4/A-8.0 GNT-i �" pLYWD. GORE P.LAM. VENEER COUNTER TOP, SPLASH AND APRON S �j �I C� G�/ I �I •�"� I i ` I �./ � . r./ `� � � V i� E W DOT INDICATES WHICH WALL RELIEVES SCHED FINISH. DOT .IN CENTER INDICATES ALL WALLS N TO RECENE FlNISH FLOOR BASE WALLS �° No1E 0 ( GEILINC NOTES:. I, EXTERIOR WALLS SHALL BE SCORED AND ROCK -PAGE "FEATHERLITE" � � � J GMV HILL COUNTRY WHITE. INTERIOR GMU WALLS SHALL BE PAINTED. ALL INTERIOR qOm CORNERS SHALL BE BULLN05E �� - � I" RADIUS. O U � O Q J� N � 2, IX4 NO. i KDAT TOP GROWN MOLDING :� � � V^ N 4 J 1Li � w �[ Q � z 3 5/B° TH. A/B PLYWOOD CEILING WITH I X 2 KDAT WOOD BATTENS AT ALL SEAMS AND ED6E5 (PAINT) ,3 W F-- 1L� � �Z O � O � � 4'• �� � IY. v"- � � yu�' .g RUBBER RESILIENT BASE AT MILLWORK ONLY 5' RIOR WALLS z� m � � w � � � � GMU IN RESTROOMS �A NO: ROOM NAME -� ;� g � s�rla.� e> NTED GFN . o oZ � � � � � � � HC T. NO izEMARKS OI VESTIBULE �I • • NA 101 NOTE: 2 02 VESTIBULE o • • NA 102 NOTE: 2 . 03 JANITOR/STORA6E • • � • • • • t q'-O" 103 NOTE: 2, 3 04 MEWS �► • • . • • • NA 104 NOTE: 2, 5 05 WOMEN'S �� • • ..' • NA 105 NOTE: 2, 5 06 CHASE • • • NA 106 07 CHASE • • • NA IOi 08 CONCESSION �� • • •• • • t q'-O" 108. NOTE: 2, 3, 4 Oq PAVILION ®EXT. CONCESSION • • • NA IOq SHUTTER SHUTTER HOUSING °a� ~ �i SERVING 4'-a^R.o. 4� �� GouNTE q � _ _ m P � � 4'-8" RO. F.F._.. _.__._ ___..__ F.F..___ EXTERIOR ELEVATION INTERIOR ELEVATION O4'-4" W. x 4'—O" H. O 4'-8" W. x t 8'—O" H. 'ROLLAG' W.L55X HIGH SECURITY ROLL DN. SPUTTER 'RALLAG° RLLSSX HIGH 5EGURItt ROLL DN. SFUI7ER CLEAR ANODIZED ALUMINJM FINISH (MAN/ALLY OPERATED) CLEAR ANODIZED ALUMINIM FINISH (MANIALLY OPERATED) WINDSTORM APPROVED W/ INTERIOR Gri. LOOK WINDSTORM APPROVED W/ INTERIOR GYL. LOCK HOUSING SHALL BE ON EXTERIOR HOUSING SHALL BE ON INTERIOR SHUTTER HOUSING � �------ � I I I —'-- I I 1 ��_ I —� I O SERVING I 4'-4' Ro. I Q � t- COUNTER I 0 T TY F.F..._._.. _ _._._ _ 3'-0" O13/4" TH. I6 GA. HOT DIP GALVANIZED, ® 4'-4" W. x 4'—O" H. ALUM. FRAME HOLLOW METAL DOOR W/ �" WIRE "G.R. LAURENGE GO. INC." GLA55 VISION PANEL. PRIMED /PAINT GLR — SGDW SATIN ANOD. SELF 14 GA. H.D. GALV. HOLLOW METAL CLOSING. W/ �" LAMINATED GLA55 FRAME (PAINT) EXTERIOR W/ WEATHER STRIP. r � ..P. _ f' f i �, PROPOSED NEFV PARK FACILITY FOR PEST SIDE PARK La Porte, Tezas 3800 Canada Road, 77571 BID PACKAGE 'I'IPO �� RANDALL `- PORTERFIELD ARCHITECTS. INC. A.I.A. � � ma� ,� ' � "� aP+f,,.. �. . �� ,�' 0� 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 fas Revisions NO. DATE DESCRIPTION JOB N0. oso813-011 CAD N0. DATE 07/ob/oq SHEET N0. _ (-t O F. JUL 0 8 2009 � ,i' �,'' 53 n _� •' LIVE LOADS USED IN DESIGN: 1, ROOF......................:......................................................................................20 PSF 2 MEZZANINE/STORAGE,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,, ,,,,50 PSF 3. WIND -IBC__.___...... ._ ' vie ,.........�...�..�....�.............�.....,.�......:.................,.,�.,...,.... , vry C, IMPORTANCE FACTOR, IW............................................................................1.0 D. EXPOSURE CATEGORY..........................:.........................................................0 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 MANUFACTURER'S RECO MENDA I P F M TONS 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. (I,E. 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 AIJCHORAGE OF MECHANICAL EQUIPMENT. (LE, 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. 71iE 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 BACKFILI AGAINST FOUNDATION WAILS 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 SMALL 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, SHAH 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 FQR LEVELING PURPOSES, REFER TO SOILS REPORT N0. 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 CQMPACTED 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 i. 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'$ 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: I/II 3, CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE: USE ,_ __,_,-_ 28 DAY STRENGTH WEIGHT CLASS SLUMP t1' Mx' AGGR.SI2E AIR PSI INCHES INCHES FOOTINGS/PIER CAPS 3000 NW 4 1 0-2 WALLS AND COLUMNS 3000 NW 4 T 0-2 FLATWORK 3000 NW 4 1 0-2 ALL OTHER 3000 NW 5 1 0-2 CONCRETE REINFORGEME•;�; 1. DETAIL BARS IN ACCORDANCE WITH °ACI DETAILING MANUgL", 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 P A L CED IN FORMS BUT EXPOSED TO WEATHER OR EARTH; BARS#S AND SME,LLER...........................:................................................................1-1/2„ BARS#6 AND LARGER..............................:.......................................................................2„ COLUMNS, GIRDERS BEAMS......r...............................................................................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 EACIi 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 f,NY 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 PERMLTTEO, ALL RUSTED REINFORCEMENT IDENTIFIED BY THE ENGINEER OR HIS REPRESENTATIVE WJLL REQUIRE WIRE BRUSHING TO CLEAN STEEL AND COATING WITH SIKA ARMATEC 110 EPOCEM RUST INHIBITING BONGING AGENT, MASONRY NOTES: 1, AlL MASONRY MATERI,\LS 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 BUU.DING CODE, 2, ALL CONCRETE MASOt`RY UNITS (CMU) SHALL BE ASTM C-90 TYPE N UNLESS OTHERWISE SPECIFIED BY APPLIC,IBLE BUILDING CODE. 3. CONTROL JOINTS SHALL BE SPACED PER PLANS AND SPECIFICATIONS OR AT A MAXIMUM SPACING OF 40'-0" (:ENTERS, 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 TCI BOND UNIT MASONRY SHALL BE OF TYPE M, S, OR N, AND SHALL COMPLY WITH TH= 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 CONSiRUCT10N SHALL BE AS FOLLOWS: USE OF LOCATION TYPE OF MOf�T,AR 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 MASCINRY WALL CORNERS AND INTERSECTIONS SHALL HAVE ONE VERTICAL E;AR (MINIMUM), FILL REINFORCED CELL (S) WITH 2500 P,S.1. GROUT, REINFORCING SHALL MATCH TYPICAL MASCNRY REINFORCING SIZE' (UNLESS NOTED OTHERWISE) AND EXTEND TO TOP' OF WgLL. 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 8Y 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 8E 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. YEIlO STRENGTH, KSI NOTES ROLLED SHAPES A992 50 BEAMS AND COLUMNS ROLLED SHAPES A36 36 ANGLES ANO 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 ANO CONNECTIONS EXPOSED TO EARTH OR WEATHER SHALL BE HOT DIPPED GALVANIZED, 8, 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 OFt 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. 4RE RQD���� �Rpli RD PL/�fVu TO , /� (y�G ��� crry � ��a�i��r To THE c���+����c�U�Rar (0�'� G h'O O�� TEN ��Cq E � �L� TR�q �� p�R���O W 000 / �` � JUL 0 � 2009 ��� rn � m m ip � o \ li.l V% � Y O O � Z p V1 U �' w a ��� 0 �1 � N T W Z = 10 ~ r � = a N u°'i Ww ry�Crn z= � �� }� �w� 3 � 0 a °� W �� t;. � L � ,.. ISSUED FOR 7-06-09 CONSTRUCTION ��P��� rF�,�s�'I * . •. ,t *. .* ......................... RICHARD 6, EWER ......................... DWG Ni�ME: GENERAL NOTES owc; 1 g, of S3 S1. 0 Joe No: 08-339 � REV: A o-- 0 e 0 i rn 11 m o O ui v W o O cn •- . o fn v A s W Cc T.O. SLAB O Q ELEV. 25.20' 1'-0° ' 2 1'-0" ELEV. 5820' n CL X S201 16/48 li. W `a _No TYPRe . _I o W — — — — oft, f,oepmeam ftVVVfVVVVVV ft Sea ' SLAB NOTE �— F— #5 HAIRPIN X 32'-6" i (� i ` 4" CONCRETE SLAB — REINF. W/ I V I TYP, U.N,O. /�3 ® 15" O,C.E.W. OVER 2" (MAX.) ' LL / O SAND CUSHION, OVER FILL COMPACTED _ 15'-6° IN ACCORDANCE W/ GEOTECHNICAL s O i , —' "' REPORT SITE RECOMMENDATIONS. ( - - I 18 C -- — — — -- — I O N 15'-6" NOTE: FOOTING SHALL BE CENTERED LO UNDER COLUMNS AND CENTERED I N W♦ UNDER GRADE BEAMS WHERE THERE ARE 16'-6" M NO COLUMNS UNLESS NOTED OTHERWISE ¢ NOTE: PERMISSIBLE TO POUR SLAB 14-10° MONOLITHIC AT CONTRACTORS DISCRETION � of o PRQVIOE CONTRACTION JOINTS iv I ' AT GRID LINES,. SEE 10/S2.01 25'-0}/2" 49'-11" 25'-OYQ" c W 1y j 0 Quitagge � 2 0 J i ' N T.O. SLAB I T.O. SLAB T.O. SLAB S2.01 ELEV. 25,65' ELEV, 25,65' ELEV. 25.65' N jVw Z� l 2YEO 1 -- --- ---- , a�, _ -- --- feeff 0 fW ECONCESSIONS i ® V BUILDING FOUNDATION ) I �/ N' S2.01 T.O. SLAB I y�. I'd ti> ��� J 0 r ELEV. 25.65 ! T.O. SLAB �� v" �/ �� m g ELEV. 25.65 iW- t �agage �s` cfl �� — —rial— — ' -- --- 00 _ 0It �GF'� o i ._i i I IIt I --' / ter'/ 9 Z Z It ■ Real = 49 02 !I ! Z> V 'I JW� p a v° III j W r. LL I' I ( �I r] j I j i I SEE DETAIL "A.. �; i.0 � Igoe - I !i 1It =—_—._—__—__co ff —_�—" _ \=j '`mot'- -- 4 - -- - -r - 1; T �_� �_ i ,}, it C ----- ' � - -- - - -- %_- --l1= - 52.01 r--- - +- I � If I ISSUED fOR or L- i I 7=06=09._,_. CONSTRUCTION L-`------------ o -�� ----i ----- ---- i --- - ---�- ' -; - I 1 cN __ - - -- all `VV` iVV"VV T.OVVI". SLAB T.O. SLAB �T T.O. SLAB % M ELEV. 25.65' I ELEV. 25.65' I ELEV. 25.65 "—---__•—`-- == , ( , .=a..___-'--__--_•-------__'`= DETAIL A" logo VIM, VI ffVVVVVVI T.O. SLAB 1 —0" i'—O" T.O. SLAB ------..___..------...---___--- ELEV. 25.30' I (iF2 01 ELEV. 25.30' 100-0" RL of RICHARD B. EWER 40, 40% <itoo �E SEa ' 0 floor DWG N . - PAVILLION JUL 0 2009 FOUNDATION PLAN I i DWG; PAVILLION FOUNDATION PLAN 1. 1 SCALE: Ya"=1'-0" z C O JOB NO: 08RI REV: 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 ANO UNDER GRADE BEAMS ' NO COLUMNS UNLESS �- 6�� 9'-5�4�� 3'-7�8,. �� 10'-113�4�, 10'-113/y" ' � 3 � 0 0 CONCESSION- STAND FOUNDATION PLAN SCALE; Ya"=1'-0" ' JUL 0 � 2009 Ik `'r 0 I O1 '- II m o w Ski � � d' � cY� W a � � � � a = m oO � •- o N c.>� v a ISSUED FOR 7_06-09__.__, CONSTRUCTION �P�E OF TF�`, * ,�� � �s**11 •••RICH'•••'B;.FtWER •�• DWG NA E: CONCES tON STAND FOUNDATION PLAN DWG; Z � : Op Ff- �j s 1. 2 0 J08 N0: 08-339' REV: A O 1 0) • to II m o cwt w z coi • W o O 11 " 5' 11) " /� . 38 ' _0" 5' - 11}2" VJ O n� � W �3 2 4 2 3 S2.03 S2.03 S2.03 S2.03 S2.03 n 0H2 2 o S2.03 U Z ' z �[ " i4 3 . . . . . 52.03 52.03 W m I • <I Z N N Wn. u } 00 — a W } N Z � } F 01 Z S V WsILua N o 0 C m M I r .4 ISSUED FOR 7 -. . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . 06-09„ CONSTRUCTION - S2.03 �d so Tye, 3 - C, ' . .qtp NOTE' RICHARD B, EWER 'err ALL ROOF FRAMING IS 2x10 NoSW. 2 S © 16 "cc U , N. O. / 98 08�� EN5 , . • '���"�" JUL 08 2009 DWG NA E: CON ESSION STAND ROOF FRMG. .. ONCESSION . STAND ROOF FRAMING PLAN DWG: 2t of 53 SCALE : Z "= 1 ' - 0" z 44 S . 03 JOB NO 08 - 339 REV: A 0 II )-. m m 0 w U W Qr` U \ � M = m OOWOO O: 5 ' 113 ". 38 ' -O" 5' - 1 1)2 .. W IL W H . . H . _ - to ss.o4 oQ."t E - _ 1 -- �- tiOTOxA y 93}� � 4 , 9L /� �C 10 %j///��� �i t�o d (� W 1 H H H ° 1 �is `�` �� OCR S2.04 S •: . `sS,fsib W 8N s/ 4' Y4' mj W a 3 rn o µ w � S2.04 �^ :•: ;.•; Y:i ' ISSUED FOR y ��`- - - --- - - - - - - - - - -- • • ��� �� 09 CONSTRUCTION• . . . . .. . . . . . . . . . .p !o C GC��� '� � . - . . P . - . •• • . .. T . ' 1 1 " TYPE 1 8" CMU W/#6 @32"TYPE 2 I_ 8 " CMU W/#5 (7 48" r . rrrrrrrrr . . . . . . . �� ^' -^* ^ - RICHARD 8. EWER • ... - ' i / � . rr . . . . r . . . . . . . . . . . . . . . . � TYPE 3 8" CMU SPAN HORIZ , /I 98208 i �F •C/CENSENG���.� DWG NAME: JUL 052009 CONCESSION STAND CMU WALL PLAN CONCESSION STAND CMU WALL PLAN - OWG: , z2 0"x . 53 0 SCALE: Y4>._ 1 ' 1004 - 0 " s JOB NO: OS - 339 REV: A 0 - - - - - - - - - - - a - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - o) : . - - I . - : - - - - - - - - - -- . - - - - - - . - - - - - - - . - - - . H - - - - . - - - - - - - . . - - : I- . - H . H ® . - : . - -- H . - II m o w 77'-3" li W 1 ' - 1Y2 " 7 '- 11 " 1T- 1 „ 5 ' -5%" 19'- 6.Y4, „ 25' -0' - - - - - - - - H 1 ' - 1y L� LW - 1 2 6 I fin $2.02 . _ 18/54 S2.02 18/54 - - �. S2.02 12/36 a w LLv ) — — — — / TYP . U. N. Oy � J / I 3^ 2x6 L /J — R - - _ - -_ - - - - - _ \ L / pao H IL it I i 1 1 I _ II 1 '2" 1 — 2" 1 F� I I I 1 i TYP. TYP. i 11 1 5Z02I I - I I I I I i "' 1 I - Ii IL _ _ - / \ I v► ' \ / \ i / \ 4 / I I SLAB NOTE - OFFICE i ' I 4" CONCRETE SLAB - REINF. W / I \ - r` M S2.02 1 ii I . ! ii #3 ® 15" O. C. E.W. OVER 2" (MAX .) I �- I - I 1 I1 I I SAND CUSHION, OVER FILL COMPACTED I / M I ( I I 1 ( I IN ACCORDANCE W/ GEOTECHNICAL \ � / I I 1 ( REPORT SITE RECOMMENDATIONS . - II 3 I I III 3 SLAB NOTE - SHOP I V � 6" CONCRETE SLAB - REINF. W/ Ii c 1 i S2.02 I I I I S2.02 #4 @ 15" O. C. E.W. OVER 2 " MAX . II I I I ! ! ( SAND CUSHION, OVER FILL COMPACTED 1` 4 I I I I IN ACCORDANCE W/ GEOTECHNICAL R Z ? 1= .- S2.02 1 I I I I i 1 REPORT SITE RECOMMENDATIONS. I \ I ( I I NOTE: FOOTING SHALL BE CENTERED 1 I win 1 I I _ I I • - UNDER COLUMNS AND CENTERED I y ui • II I I I I I I I I UNDER GRADE BEAMS WHERE THERE ARE Z V NO COLUMNS UNLESS NOTED OTHERWISE I' mi w D O a) I ii ii ii I I I 18/54 Ii I I 18/54 I LL R i • \� \ ICI / / I Imo \ Iii - _ - - , f .•:. W RN 2 S2.02 52.02 °' 11 ' - 2" 13 '- 10 " I 5 -534 " 6 '- 2Y4 " 12 , ^O „ 1 ._4„ ISSUED FOR I 1 ' 4" - 10 "' -0 2'-0" 10' -0 , 1 _8" ) i ' - 1y ' -- -- 77' -3 " 7 -06_09 CONSTRUCTION % % - Oro - odos , � ® � n, F -9 rE Sh s�/j � . . . RIC R EWER • • • • • • • li bc t�jSlyq�s �4� �S, I , } DWG NAME: JUL 082009 i MAINTENANCE BUILDING FOUNDATIONLA PN . _--- - ------ ---- -- - ----- ------ - DWG: 73 O 53 MAINTENANCE BUILDING FOUNDATION PLAN SCALE: Y4"= 1 ' - O " S . o5 JOB NO: 08 - 339 REV: A o c a Ojt er L W a � C) -_ = o O W � A eH o o LW 77'-33 W ( 1 ' - 1Y2" 25 ' -O " 5 ' 53/4" 19' - 6Y4" 1 W 25'-0" 1 ' 1/2• • •32x6 I T � aN S2.03 • OI- t1. I In ii — � . . .. .. . . . . .. . . . . . . . .. . . . . . . . . .. . . . . . . . . . . .. . . .. .. . . .. . .. .. .. . . . .. . . .. . . .. . .. , , , II N S2 03 ' t3) II E a X i `. . . i . - _ IN 1 •. ._ _ ._ .. a N ( M yOT 0 -i , I � N �,j ��� �O JO r - N - N O. l�ooO 4W N //� Z - a m x X : � M N N s _ _ LU 3 N o $2.03 _ i s , �,qu�6/ ° a 2 - . . . ... . . . . . .. . . ......... . . . . . . . .. . . , . . . . .. . .. . .. .. . . . . _ . . . _... . _ . . . . .. . . . . . . . . . . ... . ... .. . I N . . . . . .. . .. . . . _ 2• ISSUED FOR 706 -09 : CONSTRUCTION 1 . - 1)2„ • 25' -0" ( 25'-O" . ( 25' -O" ( 1 ' 1y2 "--- - -- -- - - - - -- - - - - -- - -- - - - - - - - -- - - - - - - - - -- - - -- -- - - - -- -- - - - -- - - -- - - -- - -- - -- - - ---- -= . . . . . - . r .. . . .. . . . . .. . . . . .. . .. . . . . . . . .. . . . . . . .. . . .. .. . . .. .. . . . ... . .. . . .. . ... . .. . . .. . ... . . .. . . . . .. . . . . .. . .. . . . . . . . .. . . . . . . .. . . .. .. . . .. .. . . . ... . .. . . .. . ... . .. . . .. . .A B * . - - . -- - - - - • - - - - . . - - H - T - . . . - - . 4 . . . . - - - _ ,o.. . .. .. . . . . .. . . . . .. . .. . . . . . . . .. . . . . . . . .. . . .. .. . . .. .. . . . ... . .. . . .. . .. . .. . . .... . RI ARD . EWER '& d •. 982 E0 f�ii l��sN ENV p DWG NAM : JUL 08200g 2009 MAINTEN NCE BUILDING i ', • CEILING FRAMING PLAN .. DWG: Z� CX l7 ?1 MAINTENANCE BUILDING CEILING FRAMING PLAN SCALE: Ya "= 1 ' -0" z S' 1 ■ JOB NO: �8 - 339 REV: A 2'-0" 6" STEEL FRAME - BY OTHERS. 24"x12" CONCRETE PAD 3�#4x 1'-8" 2�#5x32'-6" 1Ya"0 F1554 HAIRPINS. GR36 THRD, ROD 15'-6" � 18 �—_ -- 15'-6" ELEV. 25.65' _ 1J--JJ- r , , I , , .i.l--I-I.��.-�_l—�L.----1— --L —T— — i----_2._--,� � .I-.I--1—r--li—r,--la-----I. G�--I— I I I I I I I=1 I I=1 I i i(' ��i i I I I N I -I -- •- �- --- --1-r =_1 I- I � � I I ��I jll.� II I I I I I I I I I I I I I I I N � � I III I III 1 I I I I I I � I 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 ----I- �-I�---I----1---- �- �----� --- �-I--I-I I 3�#4x2'-8" � IL 4�#5x5'-4" -- u- -u -� 8" � 1� ' !.I -„ DWLS W/STD, HOOK � � I� ' II n �I�, 12"I �12" `IH' -t1-' 10„ i7 `� �� II II 54"� II II II ' '� II II I, , II �""" 14'-10" �"�'r-�crrur�� 8„ 16'-0" � Footin (NOTE: PERMISSIBLE TO POUR SLAB MONOLITHIC AT CONTRACTORS DISCRETION) 8" CMU SEE 8/S2,03 FOR REINF. II II II II #6x5'-6" W/ STD. HOOK 54" /DWL BAR, EXTEND 36" INTO II II / CMU PILASTER 12" II II �� li it a a• I I I --�_— I 11 II — II II —'I ,I II II II II II II CONT. #5 BAR. I � - - J I �-_� 2�#6xCONT, TOP &BOTTOM 4 "=1 �-O" Section 8" CMU I I SEE 8/S2.03 I I FOR REINF. II II II � I � I I 11 � ................... ......_-1.I. I `- I I I I j (((-1 11—_ I II I CONT. #5 BAR. � j I �—� 2�#6xCONT. TOP &BOTTOM W/#3 TIES ® 10" ac. 1 "_$ a" Section #3x2'-0" DWL BAR O 30"cc — �. 2�#5x15'-6" W/ #3 TIES @ 10"cc REQUIRED KEYWAY 2" DEEP x 16" LONG (TYP.) 8" CMU REINF. � I SEE 8/52.03 I I FOR REINF.. ( I II II M — I I 1 I ..., .,�I .I .I i i I I I I I I I I I �_� 5 =1'_a" Section CONT. #5 BAR. 9 1"=1'_0" Section 1'-0° #3x1'-8" ® 12"cc DOORS ONLY 1'-0" CONT, #5 2 "=1'_D" Section Cal Slab Turn Down #5x4'-0" DWL ® 48" EXTEND 24" INTO CMU 2�#6xCONT. TOP &BOTTOM W/#3 TIES ® 10" c.c. 2�#6xCONT. TOP & 80TTOM W/#3 TIES (� 10" c.c. ��� I I �Tf71ll I I I I I I I I I �_.� 1'-0" 6 =1'-O" 2�#6xCONT. TOP &BOTTOM W/#3 TIES C� 10" as SAWCUT SLAB 3/a' DEEP Ya° AX SEALANT RESERVOIR =1► I . ,III III III III=1 I I=1 I'- .... a —1 I I—III=1 I I=1 I I— I �' � CONTRi�CTION JOINT 10 1'_1'_0� Slab Joint Details 2�#5x32'-6" HAIRPINS 15'-6" 18"�- 15'-6" .�_ ---- _ -� ____- v I I' I- •I I III I , I I — I I CONT. #5 BAR. 2�#Sx15'-6" W/ #3 TIES C� 10"cc 2'-0" 3 1 °=1'-D" __.Section -0" 8" CMU SEE 8/S2.03 FOR REINF, d• II" __ ------ II _�—-------- - " � 2�#6xCONT, TOP &BOTTOM -- (I r- �I -. W/#3 TIES ® 10" c.c, - � ��- �~ I I I I ( , �9iQ�Fj�T'�F T O�y�c��� fj����EA�L����URESER OLIR Ya° MAX �� k¢ J /}� ���Ur§LAB��$1, •EEL STOP 2" FR6�A" JOINT (TYP,) ----t'—=—= ''—'--� SMOOTH DOWELS Yz"bx16" -LONG ® 12' O,C, PAINTED AND GREASE ONE END. a w W _III (RETAINED IN PLACE SHEET STEEL FORM) CONTINUOUS GALV, SHEEP METAL KEYWAY CONSTRUCTION JOINT NOTE; CONSTRUCTION JOINTS MAY BE PLACED AT CONTRACTORS DISCRETION. � O � 1 } � m r-r � m o o � II � � W Q � U � � � = m 00 (�•- o(n v� LW � r a�� CL w W 1- �. O o �- �. \W � J U/, U a ���. J� N r Z Z � ~ r = N N N 4wa� ZW a iK m Z m � � � � ass, kT:i^.,2rrm � Wes,; �� U 'C' .. "{IIS� �{S�f�wm � ��� i� ��If�' � ISSUED FOR 7=06-09 CONSTRUCTION *��P��� PF��:r*,11 RICHARD 8. EWER ................... _ �� DWG NAME: �— � � ' FOUNDATION DETAILS is -•; '� I JUL 0 � 2009 �s DwG: Zg o>< ��g S 2.Q1 JOB N0: O$-339 REV: A . . . - 1 - 0 " t_. . - . . - - . . . . . . . . . - . . . . 1Y2 .. 1 '-SY - . . . . . . . . . . . . . . . g° ° o I r m m t0 z O w II 3. . . . . H . . . . . . O W < 2 m 1Y2' 8,. 2x4 STUD Q U A C L t. . . . . . - . . - . . . . . - - . . . . . .. . . . . . - - - . . . . . . . . - .. . . . ._ s - H . . . . . . .H .111=11 ) I . . . . . . . . . . . . . . . : . . . -1 � 1=111 I I I - . . . . . . . . . . . . . . f -�-- �.,. - • . 11 I I1 ) I I (-i-- o ' '_) I I I I  I I 1 1=1. 1 I i i I I 1 I Il 1 ' I III-1 I f_ N i II II N I I I - "I II II I I 11 I I I 1 I 1 i I I Q W II II I II I I I I I Hi . ' .... : - _ _ _. . . . H .. . . . ___ . . L1- - 2�#6xCONT• TOP & BOTTOM . .H . . . . . . . 11 11 W/#3 TIES Cap 10" c.c. TYP. BEAM II6x1 ' - 6" TOP & BOTTOM 2^•#6xCONT. TOP & BOTTOM . . - - . . .r -. REINF. F 7 y # W/#3 TIES 0 10 " c. c. W#3 TI ST'0 10 & BOTTOM•_ y TIES . . . .. . . . N . . - . . • L . H . . . . . . . . . . . . . . . . . . H •. . , 1 -H9" . 4L . . . . . . . . . . . . . , .2 ' - 0 .. . . . . . . . . 0 . 1 2 3 4 . " Section Footin _ Section Column Haunch Sec�aion @ Grade Beam Section cw Grade Beam a y � � �Y � W 0 Un w t h J H : . : : . H : . : H. . O a V � ..1 }e r WW a m Za w r a O�� �O���'v t7 5 oMi_ A O���cil ��B �'�O — �cO si- . . o g v I . . . . DRILLED FOOTING SCHEDULE -5' f' ` tr �r a W I 32x6 SIZE VERT. REINF. TIES C� �'/ , �4% �� �t oa 1 12/36 4 #5 #3 ® 12 OD d9 �� 14/42 4 ti 5 . . t4) #5x3' —O" # #3 ® 12 ® GRADE BEAMS ONLY 16/48 5 ~ # 6 #3 @ 12- 1 I . . . c I 18/54 5 N #5 #3 . ® 12 t° I I __ _ . . . m TOP OF ISSUED FOR 3 "Oxya" W/ ABU- 66 BY SIMPSON STRONG-TIE `° II CONC . 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SEE PLAN- -. - . . . . . . - . . . . - .- . - - . - . . . \5 6 DWG NAM FOUNDATION DETAILS •-. : .: "- 1 ' _ D " Section Grade Beam 1 " - 1 ' _ O " Section @ Grade Beam N s T . Footing Detail 1 .. _ 1 . _ 0 .. Anchor Bolt Schedule JUL0 2009 DWG; - - . - . . . . . . - - - - . . - - - - - - - - - I . S 2m02 - , - - - . - . - . - . - . - . - - . - - - - - - - . . . . - . - JOB NO: 08- 339 REV: A ... .. -...... .. ................... ............... . . j CHAINI FEI 2x8" STL CS?+ 16"c 5/8" PLYW00 TOP PLATE ELEV. 9'—OY4" 8" CMU 1 1"=1'-0" Section 5 1 "=1'-0" Section TYPE "1" - EXT. WALL TYP. 8" C,M,U, WALL REINF, W/ (%6 ®32"cc W/ OUR-O-WALL ®16"c.c. TYPE "2" — INT. WALL TYP. 8" C,M.U. WALL REINF. W/ /5 ®48'ce W/ DUR-O-WALL ®16"c.c. -.. 2x12" � 1R° 1«�5 VERT, NEXT TO ALL OPENINGS AND CORNERS H2.5A STRONG TIE 2x10" BY SIMPSON � 16"co Y2"� "J" BOLT ® 32"cc Yz"0 "J" BOLT C� 32"cc 8" CMU ELEV, 7'-2" 2 1"=1'-D" Section 2x12 ®12" JOIST 6 1"=1'-0" Section ///���''' TYP. BOND BEAM REINF. W/ / 2«/j5xCOM'., lAP BONG BM, / MIN. 12" AT ALL CORNERS -- P _� ___�_ _. _4 + � 1�---I-- 1 E �- I--, t--- � -- ------- .�_,Iv_ .L..�—.i_F ...i_ . s _.f__J, � �, —.i..,��l...,._� --- — . - - - - - I._.__ E_ ,.,..L T....�-- --- I i...,, E. �.. i,......... t_., t i--- -------------- ..,,...,L..._..�. �._.. NOTES FOR CONCRETE MASONRY �T, ALL MASONRY GROUT TO BE PER TABLE 1; ALl MORTAR PER TABLE 2 2. FILL CEU.S WITH GROUT AT ALL VERTICAL REINFORCEMENT 3. NELSON STUDS EMBEDDED IN MASONRY SHALL EXTEND BEYOND REBAR 1' MINIIAUM, 4, COMPRESSIVE STRENGTH OF MASONRY SHALL BE 1500 PSI AT 2B OAYS. 8 "=,'_D" T ical Concrete Masonr Wall and Notes �J� CONCRETE BLOCK LINTEL BEAMS, / SEE SCHEDULE FOR BLOCK SIZE AND REINF. NOTE; EXTEND LINTEL BEAM 8' BEYOND OPENING DUR-o-wALL 16"ac. 2x t 9" � i 6" CONCRETE BLOCK LINTEL SCHEDULE MAXIMUM WALL SPAN THICKNESS 4'—sn 9'—D" �3 STIRRUPS ® i6" c.c. GROUT GROUT - 4" 2 cOuesEs 1 COURSE 1 «//4 CONT, I«y4 CONT. B3 STIRRUPS 0 i6" c.c. 6" GROUT $"- "�""': GROUT gc ; `jn' 2 COURSES 12" 1 COURSE '>=�� 2�{�5 CONT. ��«;�,.;� TOP &BOTTOM ^�,�'�} �'a" CDX PLYw.�nn 3 1"=1'-0" Section 3�2x1: "�i 2x10 cis 16" JOIST PONY WALL �TUD 2�T6 COLLATED SCREWS BY SIMPSON STRONG —TIE OR EQUAL 3«2x10� 0 ALL BEAM BEARING SHALL BE REINF, GROUT FILLED CELLS, SEE 8/S2.03 4 1 "=1'—D" Section 2x8 STUD SEC710N ®TOP OF STRUCTURE Common Wall I I _ 'I �u� o >� zoos is ; ,, .,��,�=�2Tz_��r� >x O �I r .— � m �p m o � w II s� Y �`' a v W o O cii R- o N �� U W O a �V� �! � N r zZN�,- �z N � W y � � � � z� ��`N �s }�M zs ��� r.� ,r•Fa,. W t— �� �' ,: �. ISSUED FOR 7-06-09 CONSTRUCTION *: �.* * � '. RI HA(2D 6. EWER � \� DWG NAM FRAMING DETAILS Dwc: z.'r ct• 53 S2. 0 JOB N0: 08_339 REV: A BOND BEAM . . I . . - . . REINF2 # 68AR1 - . . . . . . 4'-0" MIN . p - . . . . . • ._ _ _ _ _ _ _ _ _ _ 2'- 0° 20" o w ELEV, 8, 92 ' - - w • . /40F 3" O , C, EA. SIDE(2) ROWS OF (7) tOdId SPLICE (TYP. ) a ^ R�� • , L = m Illj ii oo v, •- otn v � ; . II 4 2� # 6x5' - o "__ . . . . II . . • - . . . . . I� I 2 - 6 • EACHAGROUTED - . . . CELL N I tI II 2' _ 6" .. .... .. . � . t I II 4 I_ . . 4 I - . . - . . . . ETOBE . . d I III I I CONTT, EROUGHPILASTER W ELEV. 6,25' __________ . . . .n A 2X WALL STUD W r . • . . . . - , •, _ 1 . _ 0 " Typ . Corner Bar Detail . . . . , " = 1 ' , o Section C' Pilaster NON 4 E To Plate S lice Detail W LLCom I #5 ® 48"cc • . . . . - - - - . . cn n - . - . . . . . . . H H . H - : . . . . -. . . . . . - . . . rW 1Ys" TONGUE & GRO0VI4 APA RATED . . DOUBLE PLATE STURD-I-FLOOR DECK . . I 2� 6 BARS ELEV, 3.58' I TYP E�EV.012oEfi DECK A.F.F. . . .• NOT TO EXCEED WALL STUD SPACING . •, - _ ..-- f, -l-,1 • . . . M / - - NOT TO EXCEED - - . - . . - . . - WALL STUD SPACING r 5 SIMPSON H- 1 O � : - . - . . CLIP (TYP.) HEADER — tl � ' ' cn I . SEE SCHEDULE MIN. (3) t0d NAILS (TYP.) . - . . . . . , - . . . . . .- ROUGHOPENING BOTTOM OF HEADER ELEV, T-2" A.F.F.- . .2 ( HEADER - SEE PLAN ( t ) KING STUD PER 2'-8" . . . - 2X STUDS OPENING WIDTH, MINIMUM OF (2) KING. STUDS. -! H . . . . . . . . • . . . . . .J N W. . . . of z NON- BEARING ( 1 ) JACK STUD PER 2'-8" � Z z N r • HEADER SCHEDULE . - OPENING WIDTH, MINIMUM DITT OPENING HEADER OF (2) JACK STUDS. W a N �X�( SIZE SIZE . _ z z X F m 0 - 4'-0" (2) 2X6 M. - .. 4'- 1 - S' -0" (2) 2X8 - Z s W V m - . • . of B' - 1 " - t2'-o" (2) zxlo 0 a a . . . . . . . . . .. . . .. . . . . . . . . .. .. . . . . . . . . .. . . .. . . . . . . . . . . . . .. . . . . F- 6 _•NONE Leg Header Detail . •. . ISSUED FOR. . • - . . . . . . . . . . - . . . - . . CQ$ Y . . . 77=0609 _CONSTRUCTION - . - ________________ - - --____ 4 'tts - Ob, 01t/ R0frp - .. . . . - - _ - • - - . . - __ ___ - - • . . . . • . -._______ _ __ . . • . . • • • - . • . . • • . . . . - . . . . . . . • . - H . . - . - - . . . . - . . . . . - . . . / - - . . . RICHARD B. EWER . . • . - . . . . vgoof * $ . • . . e . . . . . . . . . . . . . O � �' 98208 . -/ • - . . . . . . - - . . . . . . . . . • \ �O AL ENG y- . - . . . . • . . . . . - � 1V-: . - H • - . . • - . - . - - - - H . . , - : . . - H H . . • : • • . . - • : - . . • .. t H DWG NAME; CMU WALL• • • . - - - - - :c: 7 -__ DETAILS DWG; 2g cc 53 1- - - • . . . . . . 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' L��END I '� — — POWER CONDUIT RUNS(FOR PHA5E I (EXI5TIN6) ■I■I■+■ POWER CONDUIT FOR PHASE II ®1 OVEF�ALL SITE PLAN FLAGPOLE LIGHT IN CONCRETE BASE 1 SCALE: 1" = 60'-0" ��� WE-EF FL10-669-2551-FUSE-SLIP FILTER TENON - LAMP 1-250WMH-CLEAR 277V PROVIDE TIMER AS REQUIRED ON L-V6 qR��®��'Fq�� /� lN,�' �T/'��? q �����'�A,y�, fio )�F L%glyo� � �f��iy� ��� T�i� �U��4/yo®R r JUl 0 8 2009 ,,,� t t4 PROPOSED NEYP PARK FACILITY FOR NEST SIDE PARK La Porte, Tezas 3800 Canada Road, 77571 �� RANIBALL ; PORTERFIELD ARCHITECTS, INC. A.I.A. s=�f��e��. ����,� , <@-�'. d � a a�� �� ax 6 '*°s ,� o� 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.316.8920 fas Revisions N0. DATE DESCRIPTION JOB N0. 080813-011 CAD N0. DATE I/3o/09 SHEET N0. 2R oF: 53 M��I .®I DUCT SYMBOLS SINGLE LINE DUCTWORK DOUBLE LINE DUCTWORK AIRF-TOW �� AIRFLOW I�� � � �-�---�-�� +_ � I_ 24/12 20/12 14/12 - `-24/12 �20/12 �-14/1� TRANSI110N AIRFLOW _� AIRF- �� 20/� -14/12 �/ OW _ 20/1 24/1 " -_ � 14/1 J-, 10/12 '�-10 12 MAIN BRANCH TAKE -OFF 14/12 14/12 AIRFLOW -i-_ AIRF OW % 20/1?' 24/1 10/12 20/1 24/1 10/12 MAIN BRANCH SPLIT AIRTOW � AIRFTOW 18/i? 14/10 1g/�-T ..-•---14/10 SIDEWALL REGISTER AIRFLOW �_ AIRF-hL^0-W �- -� 18/1- 18/1� 8"0 - �--® 8"0 ROUND TAP 14/10 - 14/10 AIRFLOW AIRF_�LOW 24/1 �`---14/10 24/1 14/10 C�� RECTANGULAR TAP AIRFOW �._� AIRF_LOW �-® /LV DUCT DROP DUCT RISER AIRFLOW � ,+_ ( J� ; ' AIR_FIOW � i DUCT CROSS OVER R=D R� D 90' E180W RADIUS 90' ELBOW 90' ELBOW RADIUS ELBOW DUCTELBOWS DESIGN CRITERIA PROJECT NAME: LaPorte BF Maintenance LOCATION. LaPorte TEXAS ' GOVERNED -CODES: - 2006 JNTFJTNAlIONAL MECHANICAL -CODE• 'r vy; -:. OUTDOOR CONDITION INDOOR CONDITION SUMMER WINTER SUMMER WINTER DB (°F) WB (°F) DB (°F) DB (°F) RH (T) DB (°F) 94 81 20 75 50 72 MECHANICAL SYMBOLS LEGEND SUPPLY AIR DUCT UP (PLAN) SUPPIY AIR DUCT DOWN (PLAN). F](� VJJ� RETURN OR OUTSIDE AIR DUCT UP (PLAN) �j-( �JL� RETURN OR OUTSIDE AIR DUCT DOWN (PLAN). EXHAUST AIR DUCT UP (PLAN) EXHAUST AIR DUCT DOWN (PLAN) RETURN AIR/TRANSFER AIR BOOT ® CEILING SUPPIY AIR DEWCE QI- SIDEWALL SUPPLY/EXHAUST REGISFER CEILING RETURN AIR / EXHAUST REGISTER ®- RETURN AIR GRILLE WITH BOOT BRANCH DUCT TAP DUCT SPLfi WRH SPLFTTER DAMPER ' AD ® ACCESS DOOR TRANSTRON IN DUCT ��� FLIXIBLE DUCT CONN. TO RECTANGULAR DUCT WITH SPIN -IN CONNECTOR TO THERMOSTAT -MOUNT 48" AFF LINO r4 DUCT ELBOW WITH TURNING VANES DUCT ELBOW WITHOUT VANES j,� I wvv FLEXIBLE CONNEC110N, FLEXIBLE DUCT VD � VOLUME DAMPER SD -� SMOKE DAMPER UCD 1" UNOERCUi DOOR 1" RE: I/M-7 REFER TO DETAIL #1 ON DRAWING M-7 SD SMOKE DEFECTOR OX"� X CFM DIFFUSER TYPE, NECK SIZE, CFM s--{�--•� OR s-�-x BALL VALVE s-j r�---t BUTTERFLY VALVE s-D�--+ ISOLAl10N VALVE t CD ---s CONDENSATE DRNN s--�TQ-� 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 JURISDIC110N. 3. CONTRACTOR SHALL COORDINATE WITH STRUCTURAL CONDITIONS AT THE SITE AND PROVIDE ALL CLEARANCES AS INDICATED. 4. CONTRACTOR SHALL COORDINATE WITH 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 CONNEC110NS 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-Xz" 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 UGHT 12, ALL DUCTWORK SHALL BE SHEET METAL FABRICATED TO THE LATEST EDI110N OF SMACNA. DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 13, MOUNT THERMOSTATS AT SAME ELEVATION AS LIGHT SWITCHES. COORDINATE WITH ARCHITECT PRIOR TO CONSTRUC110N. 14, ALL CONDENSATE DRAINS SHALL BE GALVANIZED STEEL OR COPPER. CONDENSATE GRAIN LINES SHALL BE INSULATED WITH �" THICK INSULATION. MECHANIC/�L SPECIFICATIONS A. GENERAL REQUIREMENTS: 1. ALL WORK SHALL 3E DONE IN STRICT ACCORDANCE WITH CODES AND REGULATIONS OF AU1110RI11ES HAVING JURISDIC110N AND THE GENERAL CONDI110NS OF THE CONTRACT. 2. WORK SHOWN ON THESE DRAWINGS IS BUILDING HVAC SYSTEM, DUCTWORK, PIPING AND CONTROLS. CONTRACTOR SHALL FlELD VERIFY ALL EXISTING CONDITIONS AND ALL DIMENSIONS SHOWN ON THESE DRAWINGS I'OR ACCURACY NOTING ANY DISCREPANCIES PRIOR TO STAR11Nv" WORK OR ANY FABRICATION AND INSTALLAl10N. 3. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES INCLUDING EQUIPMENT, DUCTWORK, PIPES, ELECTRICAL CONDUITS, LIGHT FIXTURES, BUILDING STRUCNRE, CABLE HANGERS AND DETERMINE EXACT REQUIREMENTS FOR ALL CONNEC110NS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VISAING THE SITE AND BECOMING THOROU3HLY 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 U11U11ES AND DISTRIBUTION SYS11_MS. 6. THE CONTRACTOR :SHALL CLEAN-UP DAILY, INCLUDING THE REMOVAL OF THE [IEBRIS 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 PERFORtvIED 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 ADDI170NS MAY BE REQUIRED TO THE FIECORD DRAWINGS, 10. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL NO11FY THE OWNER'S REPRI:SENTAIiVE TO BE PRESENT AT FINAL INSPECTION. 1. ALL DUCTWORK SHALL BE RIGID RECTANGULAR, SHEET METAL CONSIRUC110N 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. ANCFIORAGE 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 8E NO DUST ACCUMULATION. 4. VOLUME DAMPEF'S SHALL BE CONSTRUCTED WITH EXTRUDED ALUMINUM, 6" DEEP, TIGHT -SEAL AND OPPOSED BLADES. PROVIDE WITH t�t GAUGE GALVANIZED HAND QUADRANT, AND END BEARING. IPISTALL DAMPER PER DETAIL INDICATED ON DRAWINGS. DAtvIPER 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 CONSTF2UCIED IN ACCORDANCE WITH THE LATEST SMACNA MANUAL C. IPING 1• THE DRAIN PIPING FROM A/C UNITS SHALL BE EXTENDED TO THE NEAREST [TRAIN. 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 SHA�•L BE SCHEDULE 40 GALVANIZED WRAPPED WITH 1/2" INSULATION. D. REFRIGERANT PIPING A. REFRIGERANT PIPING SHALL BE COPPER TYPE L. PROVIDE SOLDERED JOIPITS, BRONZE FITTINGS, VALVES TO BE RATED FOR 500 PSI SHUT• -OFF. 8. MAINS, BRANCfTES, 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 VALVEfS), SIGHT GLASS, AND FLEXIBLE CONNECTIONS. F. REFRIGERANT FITTINGS SHALL 8E WROUGHT COPPER WITH LONG RADIUS ELBOW:i CONFORMING TO ANSI STANDARD 616.22. 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 AHEAb OF EXPANSION VALVE AND WIRED TO COMPRESSOR CONTROL CIRCUIT (IN PARALLEL). I. 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 70 OWNERS REPRESENTATIVE VIA VISUAL INSPEC110N PRIOR TO CHARGING SYSTEM W/ REFRIGERANT AND OIL. 6i; ,,: , :11, ALL INSULA710N 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 ANb 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 INSULAl10N WITH MINIMUM DENSITY OF 1.0 PCF., INSTALLED R VALUE TO BE 6.0 OR BETTER AT 75F. 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 INSUlAl1ED WITH MIN. 1" THICK ARMAFIEX WITH VAPOR BARRIER AND IN ACCORDANCE WITH MANUFACNRER'S RECOMMENDATIONS. F. AIR DEVICES: 1. 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 INSULAl10N; 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 ��FFDopR�fFO ro ryFcr ����,���/� ;��'��TT �� �G�������a� � I ,; JUL 0 8 2009 i � Ni Techn.ical� Services; Inc° P��..�.� 206 South Main P.O. Box 2348 Mahuac, Texss 77614 Phone 409-267-3562 Fae 409-267-3661 Texas Stnte Regtstratlon # F-9943 PROPOSED IVE11 PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 �� RANDALL r PORTEREIELD ARCHITECTS, INC. A.LA. 585 FM 270 NORTii LEAGUE CITY, TEXAS 77573 281.932.8880 281.918.8920 faa ���� „-�PZE OF tF�� 11 �*:� *:� �*+�/ i navtD w. nar i r...............................� �/ '• 32421 •' i q•. � / l� �S�©:�:.£Nv 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 N0. CAD N0. DATE 06/29/09 SHEET N0. OF: 53 M11.01 rr?j(�r JrJ(JrJ,rrJrrJTrrJr�JTr�JJr, �./ �t l�_i r �� I I I Irr: (Alta � --- lrJ C_ � _ .._ .___ ___ ___._ ._..__ _.__ _.__---___.__ _.__ � -- . _�y t... ; �, i�.. � i. � � 1 L� F> c- ;> I :.� I � ��_ (/��} 2-2x2-2 ,�� ''� ' fl.. _ I _. __.. ._._ v 7[OU i! �-- .: �i; tOx9 UP TO EXHAUST FAN l3 � r' 1 I :'. Ox9 UP TO SUPPLY FAN —1 1 _ �% EF-2, 1012 CFM ? 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O1 MECHANICAL PLAN RESTROOM/CONCESSIONS NORTH 1 SCALE: 1/4" = 1'-0" � 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 A5 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 APPROt1ED PLANS ARE MODIFIED, q NE>1V Sl/DMITTgL TO THE CITY (S REC�JIRED PRIOR TO THE CHANGE OCCURRING JUl 0 S 2009 ._ i ;, ��� ..�. M Technical Services, Inc. P.��..>�..�. 206 South Main P.O. Hox 2348 Mehunc, Tema 77614 Phone 409.267.3662 Fax 409-2673661 Texas Stnte Registrntion q F-994S PROPOSED NEIV PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 PHASE II .� RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FM 270 NO)iTH LEAGUE CITY,. TE7CAS 77573 281.332.8880 281.318.8920 faa `\` ��P:l�. OF Tf�� 11 s�•'� s l / DAVID W. DAY Ott q., 32421 .� i it��F` �F�ISTERE�••�4.r� tt\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 NO. DATE DESCRIPTION JOB N0. CAD N0. DATE 06/29/09 Drawn By; LS SHEET N0. �i OF: �3 M2401 I,- t... _. _ _- _..__,. _ _ __. _ . __ - - - - -- I.._ ..... - - I I � s! �_ __ , _ -�I I 1 I _._ i. _. _. , � � , 200 , , 6 , ; i; ' :: i.. � I ' i i � � ;1r�r � i iu:q � 'I . ! � -i ': _,ill � , � ; I ' • I 1+ : �, 'i a; I !! — -- - I O1so ;. r � .; i I i { , � �i I I j,, !� 'y ��IF � -� I � I I I 8"0 ; ilI � � �I l� i I � 1 � �� , I r �, ? I �I ( �' I I ' � i I A i! I i i i � i� j � `�� I� � II i i ,� t;:; 150 �; iI, i �j I �r ��..,; I , , ,. � � �'� "� 12/10 I i Y'= ;'I it A � � ! 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' ,I j 8� i 8 0 I i + ii; �; �\ ,' I � � j I � i I �! i I � 1 � / i , , I , I' i I 12 8 � � i..,. �' k� � a; I , �i ; ;I , �, , i 'I ;� ,` , ! , j j i. �1 It �\i ! �\! i ,�. �' � '\ I _ __ 0 25 0 10 6 10/6 OA 11 i I ,: 200 200 i 10" g"� g 0 I, � I; 12/6 i � I II ; t i 1 : i': 1.:.. .. -� .. j 17'<' .. ..:'04f � .. _. ^rta Ilnti!� �. , 1(. �h:c. �:.I .I � � l,� .1 � , 1... � ,.... �, ;,: _ _ _ .... c _ _. I �- -r.. _.. __ .. - -- - - .. :. 1 i i i t ..._ : I . - , / � .. ., i I '�- j i O1 MECHANICAL PLAN MAINTENANCE BUILDING NORTH 1 SCALE: 1/4" = 1'-0" ; �. GENERAL NOTES 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 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. O3 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. O5 UNDERCUT DOOR MIN 1". © PROVIDE EXHAUST FAN EF-1, REFER TO DWG. M4.OL O7 PROVIDE CONDENSING UNIT; REFER TO DWG. M4.01. ARE PJIODiF1E®PRGI�R� P�AN� Tb THE CITY 13 A NRV±� �UH�u1tTTA/, T® THE C RLC�UIRR� RRIOR HA/VGR OCC(1RRlNG ;- s . : — JUl 0 � 2009 J M Technical Services, Inc. P��...1n,.o.�. 206 South Main P.O. Hox 2348 Anahuac, Texas 77514 Phone 459-267-3552 Fax 409-267-3661 Texas State Reg(strntion q F-9943 ,• �.. PHASE II �� RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.LA. 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.932.8880 281.318.8920 faa —�6, DF 7F �l / S.�P .., xgJtt �' . � / DAVID W. DAY / i�•.R '�� il�"�f' • FGI STERF;9' ���;',� lL\ SrONAL ENVY ��....—= 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 N0. CAD N0. DATE 06/29/09 Drawn By; LS SHEET N0. 32 OF: 53 M2.OZ GREENHECK MODEL RFC-7 ROOF CAP OR EQUAL MANUAL RESET BIRD SCREEN INTEGRAL BIRD FIRESTAT � NON -FUSED SAFETY 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 18 GA AROUND (MIN. 2 PER REFER TO ARCH. � h EXHUST DUCT SLOE) DETAILS FOR CURB RUSKIN MIN/8" FOAM RUBBER � FLASHING ELF375DDOR ' to'-o" I I 10'-0" GASKET APPLIED EQUAL FLASHING OF FANERSIDE LOUVER REFER DWGS. ROOF -UP �RE:ARCH. FOR CURB CAP W/ INSECT SCREEN F�o Q - � 4 �4 DETAIL INTAKE REDWOOD NAILER � � ... :'.•s.:.; :..e•.•;; .. .. ROOF � ROOF FLASHING � ~— LINER OUTSIDE AIR [� MAKE UP AI . STEEL ANGLE & DUCT ALL THREAD ROD FlRE DAMPER � :^F••••-- COLOR TO 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 BACK DRAFT DETAILS DAMPER MOTORS. DUCT SIZE GALVANIZED HOOD LIGHT 1 HOUR FIRE RATED DAMPER. REFER TO FLOOR PLANS STEEL SLEEVE ENCLOSURE (3" MIN GREASE TROUGH 12" MAX CLEARANCE) TRANSITION EXH. DUCT FROM RISER SIZE TO U.L. CLASSIFIED CURB SIZE AS REO'D. NOTE: FOR 7" ROUND DUCT AND SMALLER GREASE FILTER KITCHEN EXHAUST HOOD SCALE: NONE 0 0 W B ROOF TOP UNIT DETAIL SCALE: NONE 0� VOLUME EXTRACTOR WRH KEY OPERATOR SCREW. ACCESS THROUGH SHEEFMETAL DIFFUSER FACE —� �— CENTRIFUGAL ROOF EXHAUST FAN 02 - 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 70 THE DIFFUSER EXCEEDS-._...._..___�� FLEXIBLE DUCT (4-0" MAXIMUM) \\`� III SUPPORT FLEXIBLE DUCT RUNS III (III I OVER 36" IN LENGTH ON 24" CENTERS. �� SEAL FLEXIBLE DUCT LINER WITH ORAWBAND AND SEAL VAPOR LIGHT BARRIER WITH DUCT TAPE (TYP) TYPICAL AIR DEVICES AS SCHEDULED RE: DETAILS AIR DEVICE CONNECTION DETAIL /n„A� SCALE: NONE - OV SEAL WITH NON- 20 GAGE ZINC COATED HARDENING SEALANT COUNTER FLASHING ALL AIR FLOW AROUND. SOLDERED TO DUCT All AROUND 4"X4" TREATED WOOD 16 GAUGE FLASHING CANT STRIP REFER TO ARCHITECTURAL FOR ROOFING SEAL � DETAILS AND fLASHiNG DETAILS 12" 12" MIN. SCREW KEY MIN. MIN. 8" OPERATOR .JI_ PAINT VISIBLE DUCT OPPOSED BLADE DAMPER INTERIOR, DAMPER & EXTRACTOR FU1T SIDEWALL REGISTER, REFER BLACK TO NR DEVICE SCHEDULE SIDEWALL SUPPLY AIR DIFFUSER DETAIL 09 SCALE: NONE / `� DUCT �� REFER TO ARCH. J/ FOR ROOF ANGLE IRON SUPPORT ALL CONSTRUCTION AROUND DUCT REFER TO STRUCTURAL ROOF PENETRATION DETAIL SCALE: NONE �� LOUVER MOUNTING DEI�AIL 03 . DRAINNCONNIECTION UNION SHORT NIPPLE SLOPE 1/8"/FT HORIZONTAL RU TO FLOOR DRAT OR ROOF DRAID INSULATE INT=RIOR —� CONDENSATE DRAIN WITH ARMAFLEX AF'-2000 (25/50) H =TOTAL STATIC PRESSURE PLUS 1" J =HALF OF H L = H + J +PIPE DIAMETER +INSULATION CONDENSATE DRAIN DETAIL 07 _._ . NOT USED 11 SCALE: NONE ROOF CAP DETAIL 04 SIGHTGLASS BY PASS LINE FOR FILTER REPLACEMENT SOLENOID VALVE AIR COOLED THERMOSTATIC CONDENSING UNIT EXPANSION VALVE ----� DX COIL � SLOPE f— _f /// IN SHEAR ISOLATORS 6" CONCRETE PAD FlLTER-DRYER SLOPE SUCTION LINE OIL TRAP REFRIGERANT PIPING DETAIL 08 SCALE: NONE JUL 0 8 2009 � i ;, y, NOT USED 12 SCALE: NONE M Technical Services, Inc. P��..>�� 206 South Main P.O. Hvx 2348 Anahuac, Texas 77614 - Phone 409-267-3652 Fax 409-267-3661 ' Texas State Registration N F-9943 PROPOSED 1VEw PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 �� RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.392.8880 281.318.8920 faa ..� PSE �F TFk �l / S� ...... .... 9U,11 / DAVID W, DAY / �i �'•. 32421 ' i +I I j �, nE: �FG7 S T EREO . �F�"!i t� �5�������N�`� 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 N0. CAD N0. DATE 06/29/09 SHEET N0. 33 OF: �3 M 3.01 FAN SCHEDULE MARK LOCATION SERVICE FAN DATA MOTOR DATA AIR FLOW (CFM) STATIC PRESSOR (IN. W.G.) FAN TYPE DRIVE TYPE MAX. FAN SPEED (RPM) MAXIMUM HP (WATTS) VOLTS/PH/HZ INTERLOCK WITH MANUFACTURER MODEL REMARKS EF-1 ROOF MAINT. BIDG.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 REQUIREB 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� 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 N0. 58STA710 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. PF20VIDE 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 N0. 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 LYG DB WB / 54.2/53.1 TOTAL CAPACITY BTU/HR. 4702Y SENS. CAPACITY BTU/HR. 33027 REFRIGERANT R-410A HEAT ELECTRIC BTUH/KW 32500/10 CONDENSER FAN AMBIENT, 'F 96 ELECTRICAL SUPPLY FAN FLA 2,g SYSTEM FLA 16,7 VOLTS/PH. 460/3/60 SYSTEM MOCP 20 SYSTEM MCA 14 PHYSICAL DIM SIONS, IN. (LxWxH) 87.5x46.5x36.5 WEIGHT, LBS. 820 MAKE/MANUFA TURER LENNOX MODEL N0. 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 MANUF. tc MODEL TYPE REMARKS A PRICE MODEL ASCDA 20"x20" SUPPLY DIFFUSER SQUARE CONE DIFFISER, ALUMINUM CONSTRUCTION. .REFER FLOOR PLAN FOR NECK SIZE. B 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 CONSTRUCTION FOR 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 MODEL RCDA 24" ROUND CONE DIFFUSER ROUND CONE DIFFISER, ALUMINUM CONSTRUCTION. NOTES: 1. PROVIDE FRAME TO MATCH CEILING TYpE. 2. REFER CEILING PLANS FOR FlNISH. 3. PROVIDE YOUNG REGULATOR FOR VOLUME DAMPER ABOVE GYP BOARD CEILING. /F TFf pp F �QUfFj���pRp��� rflrH���q �'��������;������C ��� l7C�U�� �� p�, JUl 0 S 2009 _ [+ M Technicaa y Services, Inc. P ��w�� 206 South Main P.O. Box 2348 Anehvnc, Texne 77514 Phone 409.267-3552 Fax 409.267-3661 Texas Stnte Regietmtlan N F-9943 L �.. PROPOSED NEVf PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 9800 Canada Road, 77571 �� RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FM: 270 NORTH LEAGUE CITY, TEXAS 77573 281.392.8880 281.318.8920 faa ����\ i S•,. ..silt /*. j *;' .. • ��� #Irk 1..........................•..../ DAVID W, DAY / 11I�., 32421 :� �� IIO,n�,SF�jSTERE �`��v``��' 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 N0. CAD N0. DATE 06/29/09 SHEET N0. 34 OF: 53 M4.01 ELECTRICAL SYMIBOLS ALL 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 a{ Qj JUNCTION BOX � DUPLEX RECEPTACLE. FLUSH WAIL MOUNTED. X� NDICATEDCT SWITCH. POLES, AMPERAGE AS 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 M070R 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 � SITE EMERGENCY POWER OFF OO GROUNDING SYSTEM INSPECTION WELL ® ELECTRCAL POWER BOX ®' 480/208 RECEPTACLE LIGHTING 1 1 1 ❑. � RECESSED, CEILING MOUNTED LIGHT FIXTURE. UPPER CASE LETTER INDICATES TYPE. LOWER CASE LETTER INDICATES ®X �X ®X �X mX EXIT LIGHT. SINGLE OR DOUBLE FACE AS INDICATED. a A e A A SWITCH. NUMBER INDICATES CIRCUIT. - - - DIRECTIONAL ARROWS AS INDICATED. LETTER INDICATES ®X X �X TYPE. INSTALL BATTERY PACK WHEN INDICATED OR 'I--T- A �A WALL MOUNTED LIGHT FlXTURE. LETTER INDICATES T1PE. REQUIRED, � CEILING MOUNTED DOWN LIGHT. LETTER INDICATES TYPE. � WALL SWITCH SPSi, 20A,120/277V 0 3-WAY WALL SWITCH, 20A,120/277V LIGHT FIXTURE WITH BATTERY BACK UP. LETTER INDICATES ® FIXNRE TYPE. PROVIDE BODINE B50 BATTERY BACK UP. WALL DIMMER A ,F KEY OPERATED WALL SWITCH 1 SURAFCE MOUNTED STRIP FIXTURE, 2' OR 4'. UPPER CASE we LETTER IND. TYPE. LOWER CASE LETTER IND. SWITCH. O OCCUPANCY SENSOR, 20A/277V. WALL MOUNTED. WG 1� NUMBER INDICATES CIRCUIT. INDICATES WIREGUARD. A CROSS LINE INDICATES WITH EMERGENCY BATTERY PACK O� OCCUPANCY SENSOR, 20A/277V. CEILING MOUNTED. WG INDICATES WIREGUARD. TRANSFORMER -SIZE, VOLTAGE AND PHASE AS INDICOANE LINE n CIRCUIT BREAKER -SIZE AS INDICATED -� - DISCONNECT SWITCH -SIZE AS fNDICATED GS GENERATOR SET -SIZE AS INDICATED ATS `�' AUTOMATIC TRANSFER SWICTH O AMMETER O VOLT METER UW WATT METER >_-© ELECTRIC SERVICE METER rvss TRANSIENT VOLTAGE SURGE SUPRESSOR I� MOTOR, NUMBER INDICATES HORSE POWER FIRE ALARM Face FlRE ALARM CONTROL PANEL � VISUAL -ONLY ADA STROBE. � MANUAL PULL STATION WITH VANDAL COVER � REMOTE ANNUNCIATOR Os PHOTOELECTRIC SMOKE DETECTOR ICH CONNECTION TO KITCHEN HOOD EXTINGUISHING SYSTEM O HEAT DETECTOR. wF CONNEC110N TO SPRINKLER SYSTEM WATERFl.OW SNITCH 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 R rnueFMENTS 1. 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 17iE 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 SEC110N 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: 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: c. HUBBELL INCORPORATED; WIRING DEVICE-KELLEMS. b. LEVITON MFG. COMPANY INC. c. PASS & SEYMOUR/LEGRAND; WIRING DEVICES DIV. 2. MULTIOUTLET ASSEMBLIES: c. HUBBELL INCORPORATED; WIRING DEVICE-KELLEMS. b. WIREMOLD COMPANY (THE). 3. POKE -THROUGH, FLOOR SERVICE OUTLETS: c. HUBBELL INCORPORATED; WIRING DEVICE-KELLEMS. b. LEVITON MFG. COMPANY INC. c. PASS & SEYMOUR/LEGRAND; WIRING DEVICES DIV. 4. SWITCHES: c. HUBBELL INCORPORATED; WIRING DEVICE-KELLEMS. b. LEVITON MFG. COMPANY INC. c. PASS & SEYMOUR/LEGRAND; WIRING DEVICES DIV, 5. MARINA POWER E?OXES: c. NEWPORT POWER MATE ELECTRICAL ABBREVIATIONS AFC ABOVE FlNISHED COUNTER AFF ABOVE FlNISHED FLOOR NC NORMALLY CLOSED ATS AUTOMATIC TRANSFER SWITCH NEC NATIONAL ELECTRIC CODE BFC BELOW FlNISHED CEILING NF NONFUSEI) C CONDUIT N.LC NOT IN CONTRACT CB CIRCUIT BREAKER NL NIGHT LIGHT CKT CIRCUIT N.O. NORMALLY OPEN ' CCN CLOSED CIRCUIT T.V. PB PULL BOX CLG CEILING PNL PANEL CUH CABINET HEATER PWR POWER ELEC ELECTRIC RECENT RECEPTACLES) EMERG EMERGENCY RF RETURN AIR FAN EMS ENERGY MANAGEMENT SYSTEM RGS RIGID GALVANIZED STEEL EP EXPLOSION PROOF EWC ELECTRIC WATER COOLER SEF SMOKE EXHAUST FAN EXT EXTERIOR SF SUPPLY AIR FAN S.O. SPACE ONLY F FUSE SP SPARE FA FlRE ALARM S.T. SHUNT TRIP FACP FlRE ALARM CONTROL PANEL SW SWITCH FCU FAN COIL UNIT TEL TELEPHONE FlXT FlXTURE TF TRANSFER FAN FLR_ FLOOR TYP. TYPICAL FL FLUORESCENT N 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 GFl 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 Wi WATER 11GHT J JUNC110N BOX XFMR TRANSFORMER KEF KITCHEN EXHAUST FAN LTG LIGHTING LTS LIGHTS C' LV LOW VOLTAGE sue✓ MAN MASTER ANTENNA (v' \® MCB MAIN CIRCUIT BREAKER / MCC MOTOR CONTROL CENTER MSB MAIN SWITCHBOARD MH MANHOLE MLO MAIN LUGS ONLY IF MTD MOUNTED /I�t'� fEiUp�FlPh,�QF�D P MTG HGT MDUN7ING HEIGHT ,0 r�f� Pl6C`� � �11=�j �u�� Tr,Q( �irr is ;��=c;.;P;~ ro rFi� ryAn�G� �cc�� ��>�rc�� NG III. INSTALLATION: 1. INSTALL DEVICES AND ASSEMBLIES LEVEL, PLEIMB, 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 SWTCHES UNDER SINGLE, AIULIIGANG 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 CERnFICATES: FOR EACH 1YF'E 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 FIXNRES. 2. FLUORESCENT FIXTURES: COMPLY WITH l:L 1598. WHERE LER IS SPECIFIED, TEST ACCORDING TO NEMA LE 5 AND NEMA LE 5A AS APPLICABLE. 3. METAL PASTS: FREE OF BURRS AND SH/IRP 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: R,�TED 32W MAXIMUM, NOMINAL LENGTH 48 INCHES, Z800 INITIAL LUMENS (MINIMUM), �;RI 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. INSTALLA110N: 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 RE�I IIRFMENTS FOR I 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 INSTALLA110NS. 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 PEN TRAITONS 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 CORERDRILLED HOLESDOR FORMED OPENINGS AREFUSEDENN3TALLOSLEEVES 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. c. 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 ALTERNATING BANDSFOFDGREEN AND YEL OW TAPENTO PROVIDE A MIIMUM.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. c. 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. N0. 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. EI FCTRICAI InCmm�nn�nnn,. 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. i. 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 3800 Canada Road, 77571 PHASE II �� RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 faa ���\\ �SPSE. Of%�'\\l % S .• �.9U, 11 / DAVID W. DAY I 1+ q.,: 32421 �� 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 N0. CAD N0. DATE 06/29/09 Drawn By; MAP SHEET N0. 35 OF: - - �3 JUl 0 � 2009 �' %, E1.00 �`�� 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 POLE (BY CENTERPOINT) NEW POLE MOUNTED TRANSFORMERS (BY CENTERPOINT ENERGY) (SIZED FOR 1200 AMP SERVICE) � � _ _ NEW BUS WEATHERHEAD (BY CONTRACTOR) 1200A., 480/277V. 30 M,.�.� DISTRIBUTION 1200N PANEL "MDP" NEMA 3R CABLE AND CONDUIT SCHEDULE T� PAael l a 9E18 TAQ PHASE NEiJTAN. C;fiOIA�D CONDUff P30 8 10 3 4" 30 2 6 1 / " P45 6 8 3 4" S45 2 0 2 0 6 2" 150N 1 0 0 6 225N 350kcmil 350kcmil 4 3" 300N 350kcmil 350kcmil 4 3" 350N 500kcmil 500kcmil 3 3 1/2" 1200N 600kcmil 600kcmil 4" 3 CONDUCTQRS ARE SIZED REFERENCES: NEC TABLE 310.16 NEC TABLE 5 FOR 75'C., 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. �U CM3250 POWERLOGIC DIGITAL METER 1200A 100% RATED MAIN BREAKER, GFI RATED 1 2 3 4 5 6 NEW METER NEW CT/PT BOX NEUT. INSTALLED PER CENTERPOINT � " REQUIREMENTS � 350A/3P � � 300A/3P Q � 225A/3P Q � 300A/3P Q SPACE/3P NSS GND. II 350N 300N - 225N � 300N 3/4" x 10' CU 1 GROUND ROD II RE: DTL. 2/E5.01 _ DPA II 2-SECTIO DPB DPC DPD nQ� II NEMA 3R NEMA 3R NEMA 3R NEMA 3R II I( II I( 150N 150N II II II (3) 4"'SCHEDULE 80 PVC CONDUITS II PROVIDED BY CONTRACTOR ��`�. _ _ _ _ _ _ _ �/ P30 CCA P30 CCA P30. CCA P30 _ HV1 P30 CCA MAINTENANCE CONTACTOR CONTACTOR CONTACTOR HV2 CONTACTOR BUILDING CABINET CABINET CABINET PAVILION CABINET BY MUSCO BY MUSCO BY MUSCO BY MUSCO P45 45 KVA 30 KVA 30 KVA 30 KVA P45 45 KVA 30 KVA 480, 30 480, 30 480, 34h 480, 34 480, 30 480, 30 208/120V, 30 208/120V, 30 208/120V, 30 208/120V, 30 208/120V, 30 208/120V, 30 S45 T1 S30 Tt S30 T1 S30 T1 S45 T1 S30 Tt 1 1 1 1 LV1 LV2 lV3 LV4 lV5 LV6 /F T MAINTENANCE ZONE "A" ZONE "B" ZONE "C" PAVILION '�%S�� �F BUILDING ZONE "D" �„ �0�/� �,p�� p NEMA 3R NEMA 3R NEMA 3R NEMA 3R �O ��C/TY � � ��,yi� ��'�N�' 3 � /y���Q����c�/���a�i��� ��'RI,��, '� M Technical Services, Inc. 206 South Mein P.O. Hox 2348 Mahuac, Texas 77614 Phase 409.267.3662 Fax 409-267-3661 Terns State Reg(strnt(on q F-9943 �� / � `. PROPOSED NEIi PARK FACIIITY FOR WEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 �� RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.992.8880 281.318.8920 faa "\\ i S•' �'`P tll i*;' i * � � * t�j � DAVID W, DAY / �11 32421 :' �� q.• .� tll�'�e�FG!STERE ��F,r� THE SEAL APPEARING DN THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P, E, , ON July 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions N0. DATE DESCRIPTION 1 /11/o ADDENDUM #1 2 3/3/O9 REVISED 3 /zs/o RE -ISSUED FOR BID PHASE ' Il JOB N0. CAD N0. DATE 1/30/09 SHEET N0. 3�0 OF: JU( 0g2009 '! 53 ,,, .-�. ��� E1.01 f , �... _.. . 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KEYED NOTES Oj CONTRACTOR TO MOUNT FIXTURES ON UNISTRUT IN CHASES. O2 CONTRACTOR TO MOUNT FIXTURES 7'-4" A.F.F. /F r ��F�� '��AF,oRO tQ rNF �/F/�D ��� I� .. ro r�F��gy���nL R ������� FIXTURE SCHEDULE KEY MARK MANUFACTURER /CATALOG NUMBER DESCRIPTION A KENALL, LINEAR FLUORESCENT, CORNER MOUNT SURFACE, HASEC114-�-32-ES-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—TS LAMP FLUORESCENT, 4' FIXTURE W/ OR APPROVED EQUAL. ONE —LAMP INDOOR BATTERY PACK C LIGHTOLIER XR/XA332 2X4 FLUORESCENT, 32W 3—T8 LAMPS, 277V, VIRGIN ACRYLIC LENS, XP2FVA332120H3, OR APPROVED EQUAL REGRESSED ALUMINUM LENS FRAME, TRIPLE GASKEIING, CE SAME AS FIXTURE "C" SAME AS FIXTURE "C", EXCEPT WITH BODINE 8100 FLUORESCENT EMERGENCY BALLAST D OBC OMNIBEAM OBC—W-36—F-0—F—E6—VA-11, OR APPROVED EQUAL. COMPACT FLUORESCENT, 277v, (6) 32 WATT (AMPS, WITH EZ CONNECT E CRITERION AREA LIGHTING, CVMX-40—P-0—A-2—H—DKBZ—B OR 400W METAL HALIDE PARKING LOT LIGHT WITH PHOTOCELL APPROVED EQUAL KW F SQUARE POLE, SSP18-4.0-11-BRZ-DMIO-BC, OR APPROVED SQUARE NON -TAPERED STEEL POLE, 18' TALL EQUAL M Technical Services, Inc. P.�>�..>�.� 206 South Main P.O. Hox 2348 Moitaac, Texas 77614 Phone 409-267-3552 Fax 409-267-3661 Texas State Regisnation k F-9943 ,• PROPOSED IVEIV PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 �� RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FbI 270 NORTH LEAGUE CITY, TEXAS 77578 281.932.8880 281.318.8920 faa _ �.�� GF rexgs S�PjE• ll i*:� ':*i11 J DAV[D W. DAY �1 '•. 32421 �• i 111j�,nff FGISTERE� `�44�i THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P. E. , UN July 6, 2009 7-6-2009 ISSUED FOR CONSTRUC710N Revisions N0. DATE DESCRIPTION JOB N0. CAD N0. DATE 06/29/09 SHEET N0. 3� OF: , 53 , � J(1� 0 8 �� ZOOg ,. r���� E2.01-�.� _ .' � ; _. , ,' 1 .. _ l _ _ 1: i i . _. ' !I A A i� �' I' � - -- IC ._...-_.-_...._ i ,, -' - li ' � I I� ; is i-_..... a _. ii � II 'il � �t. 1`� � i I I - � i I �r,v � ,.:.: � i t , I - — I. r: ,; ,� c CE. .,...... I I F� AE l :. ..: , I �� j Ili � � � f C l 'I �` ! 1� � r ,.. � � �W` l.,jr: i . ti; � HV1-5 AE A �I� � I HV1-1 I �I � � I i � I i �� ; _ �i ! � i I � � o ` l ( ��� I I � I ! �( j� � �.. � i - - ;i I I { , i' ,I _-_ � � i � � + 1 � � � r � i i I �'� 1 , i ' �; I� t a <', Icy _ � B II ;1 ''ti I � � �tti I� '�� ii t � I ii it � i i �� ,'I 4, � ���� �- I r; -;: _ _ _ _ :'_: _ �'_ ��r ,, �Ir f . -" i I I, I i=�� � ,� i ii_ !�• l- � � I i _� c c t I, � �, � , , I I � 7 ;, 1 � HVIi-7 :. � i� _ _ lal I Jt f � i ��� � i i��J _i � t{ t t i�. 1 .,(�� { Ic c � t��� i. � _ ,. t - .._� � � I(i �t G 1 �� I i ; ; I � HVt-1 C .�, it C j� - ; i r, C - ��I CE ,i � ^ i `i � ( � t I i. i I `i '. I , 1 I AE I. t i -_ i : �HVt 7 r( �� ' ! t t � i i� i, i � � I �. I HVt-3 } � �t ! I 1 i� I � �; � � ( HVt 11 � �� � � I � � i 1 , + �j f � � I' i .� '�t. I I I I / O ' 'i � , i { t i � i , I , 't I it l i �'' " /i t I �l � � I. I � I i i I' j a I ii ��: '�I !i i i 1ii I � .i i - \l I i Ir , � �, t I I; i; , .. nj O1 LIGHTING PLAN MAINTANENCE BUILDING •� SCALE: 1/4" = 1'-0" ELECTRICAL G ENERAL 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.. /� r�✓� ?®��p®/Fj� �pR�!/�C� Tp yFCyq `S'f'' �il����2'��q N�� �C���� �/��C 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 GV82SFS33227703, OR APPROVED EQUAL. GAUGE ROLLED STEEL FRAME, AE: SAME AS FIXTURE "Aa SAME AS FIXTURE "A", EXCEPT WITH E30DINE B100 FLUORESCENT EMERGENCY BALLAST B JS SERIES, JETSTAR SURFACE MOUNTED WRAPAROUND, 277V, 32W 2—T8 LAMP WRAPAROUND FLUORESCENT, 2' FIXTURE JS2A217277S0 OR APPROVED EQUAL C GSW SERIES CEILING MOUNTED FLUORESCENT, GSW4232277S0 OR 277V, 32W 2—TS LAMP FLUORESCENT, 6" X 4' FIXTURE APPROVED EQUAL. , . CE GSW SERIES CEILING MOUNTED FLUORESCENT, GSW4232277SOEM 277V, 32W 2—T8 LAMP FLUORESCENT, 6" X 4' FIXTURE OR APPROVED EQUAL. EXCELINE 175W METAL HALIDE, SURFACE MOUNT WALL PACK WITH D 333--175MA—L—B, OR APPROVED EQUAL. PHOTOCELL, 1 M175ED28 LAMP, 277V Xt LIGHTOLIER, EDGE LIT EXIT SIGNS EXIT LIGHT, SINGLE FACE AS INDICATED ON PLANS, UNIVERSAL LUNWIR, OR APPROVED EOUAL. EDGE —LIT, SELF —POWERED, WHITE FINISH, RED LETTERING M Technical D Services, Inc. 1tlCRIARL'A4 IIJClRiCl4 dND PIRYBIMJ l.WIRIIRlM 206 South Main P.O. Hox 2348 Mehvac, Terns 77514 Phone 409-267-3652 Ear 409-267-3661 Texas State RegisVntion k F-9943 �... PROPOSED NEw PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3800 Cnnada Road, 77571 �� RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FbI 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 faa "\ OF TF'r9 li .:,�p,'VE S,'.. ., � 11 i i * *+�1 / DAVID W: DAY / �11 A. 32421 :' 11�OT :PfGISTERE�'•��r'' Y���SILINAL EN�`r �,,_�___ THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED HY ]JAV[D W. DAY, P. E. , ON July 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions N0.-DATE DESCRIPTION JOB N0. CAD N0. DATE Oli/29/09 SHEET N0. 3g OF: _ 53 �� �u� o � Zoos ; ,, „ '::_ E2.02��` 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 E5A2 FOR ELECTRICAL DETAILS. 5. REFER TO DRAWING E6.02 FOR PANEL SCHEDULES. �f��t�� ����0�� Pg /� � Fi�Q O�F� T� T F��� y/S � y�1�v S� ���' �y���'�' ��,c��RG ����C �/�G O 1 ELECTRICAL PLAN RESTROOM/CONCESSIONS 1 SCALE: 1/4" = 1'-0" M Technical D Services, Inc. �, P �7�4 =1�1'12rc�4 /ND PIDYHlA4IlAlMlRfW 206 South Mein P.O. Hox 2348 Mehuec, Texas 77514 Phone 409-267-3552 Fex 409-267-3661 ' Texas State Regisfratlon # F-9943 PROPOSED NEYf PARK FACILITY FOR WEST SIDE PARK La Porte, _Texas 3800 Canada Road, 77571 �� ■ PORTERFIELD :TS, INC. A.I.A. LEAGUE IC�TY27TEXAg Try 573 281.332.8880 281.318.8920 faa *' '.* ..:.......................:.. ;DAVID W. DAY ................ _. 32421 ?HE SEAL APPEARING.GN THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P. E., GN July 6; 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions JOB N0. CAD N0. DATE 06/29/09 SHEET N0. 39 � -.. _ OFr _ 53 JUL 0 8 2009 ' �. �_ n E 3.014�� T �__ ---'_ � I ;r EF 1 j __ t ����-��.. � - - - - - - _ _ _ -_ LV1-13-_�� � ! -_ _ .. _ I j 30A ! , i'. �I 1 !f! � � ,I ! I .I� i .., LV1-1 I �; `� L✓1 4 - ! -_ il,, I GFCI � + , ' _ � ` i i , , �_ r I I ! I I ��' � i i s 'f 1 II ` � ,._ r ._. _. .. _I _. - ! II � I� i �, r� n ___ ..-- i. , ! y; j { I I � � t� ! �� I � 0 !j �; i � � I ! I I / I (�--�fF--- LVt-18,18 I ! iIl i { j ; j {� , i � x1 r ; i �'( I, �I � � 4 I I LV1-3- �i�� I� I ) I r ` j ! �t � k ,� ! �� !I LVt-12,14 � GFCI�, - .__ !I ; ! � -,, I R // I �I t 1� ; I I II ! { I � 11 I I .-' i I I,I � ! � � ir1 I� 1 I I 1, ... Irl. I ! �� III(}, �- /I� ��� `! l/ �I i�� I ., ,. :. ... _ . I i •-. ._ —` _t F ,;-t .. .. _. .. - I _ _ _....- � BJ Ii it _. ... .., , oA ! ,,�. •' ,.� �� iI ! .:. I �, .- .. } i ! _ II ji � I1� � ' I .:q ., !' I 17f,i'� _I�' I)tl t/ �A� I��f fi� f _ i ri �....:. _ � I l ,. ! i LV1-10 LVt-8 I. �' ;j` ! I s'• ii I�, ;� i I � � I , 1 ! � I �� :� � � ' j I i i s �:Q I_,r ��� ,.i 1, ' � ,. ---I it ,� LVt-7 I I LV1-9 i ! ! , i _C � '' � � � LV1 � ! I � i / ! j '�t i � LVt-5--��— ; HV1-37,39 41 ii � / � ' ! ! �; ! I ! I � � � '�; ,, i � I I ��t I ., �' , -� 1 i� j _ -., , , � �. _... ... ._ ._._. ... _..... _� tr. .... _ ... _. ii I I11 ,i. � : ; , `_ r.; i ' LVl-2 � - f s � � . TLB �, i r„ ` ,, __ . !� GFCI 1 _ _ _... �.-�---...... __. ._____.. _ _ _. _ ._. I _.._ _ !i i .._ . _____..._.�_._.I 1 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 E8.01 FOR PANEL SCHEDULES. 6. CONTRACTOR TO INSTALL PULL BOXES (BROOKS OR EQUAL) EVERY 250'. KEYED NOTES OCONTRACTOR TO MOUNT TRANSFORMER AND DISCONNECT IN THE AT11C. lF r�E rb� ���iFi�Q �Ro��a ��� THE c ., , � ,y� pus T o rH� CHAP ��p� � � �'�'lU�'L M Technical D Services, Inc.. �, P .1JC17�R INO PIDYBtMJ lAC,MIwAO 206 South Mein P.O. Box 2343 Mnhuec, Texns 77514 Phone 409-2673552 Fax 409-267-3661 Texna Bte[e R<gistrntlon k F•9943 t v PROPOSED NEPI PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 �� RANDALL ■ PORTERFIELD ARCHITECTS, INC.. A.I.A. 585 F'M 270 NORTH LEAGUE CITY, TEXAS 77573 281.392.8880 281.318.8920 fas ����\ �S PZE OF Tek Yl S• 9f 177 i i*:' l DAVID W. DAY / /t 32421 •' i r �i�,"E:SfGISTERF-�`�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 N0. CAD N0. DATE 06/29/09 SHEET N0: �+a r�3 � ��� O 81009 �� ,� —�� E3.02 16" A.F.F �— BUSHING cecevco -- 1 /2" C. TV OUTLET WITH COAX CONNECTOR FINISH FLOOR DATA/TELEPHONE OUTLET OUTLET NOTE: COORDINATE EXACT LOCATION OF ALL DEVICES WITH ARCHITECT PRIOR TO ROUGH -IN. �� I GRADE OR PAVING (I a„ CADWELD "VB" TYPE CONNEC110N I� MIN. 24 COVER I 1" PVC CONDUIT, 1'-6" LONG L .,.. � 4, . GRADE #2/0 COPPER CONDUCTOR - �-- TO GROUND GRID II 1 6 CONDUIT STRAP, 2-HOLE CADWELL TYPE "GN" CONNECTOR `-#2/0 COPPER CONDUCTOR TO GROUND ROD i 5/8" X 10' COPPER CLAD GROUND ROD S� S S .FIRE -- ALARM F F CONTROL R R R R PANEL SP W (FACP) TO_.__. _ _....._ FlRE WATER A _�`� TELEPHONE RISER J AUTO TERMINAL DIALER BOARD 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 Tt THE FOLLOWING FUNC110NS 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 DE17CE AND REVERT ALARM LED'S TO A STEADY STATE. 2. AN 80 CHARACTER BACK -LIT LCD DISPLAY SHALL INDICATE ALL APPLICABLE INFOF:MAl10N ASSOCIA INCLUDING ZONE, DEVICE TYPE, DEVICE LOCATION AND THE 11ME OF ALARM. LOCAl10N 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 STAl10N MONITORING FACILITY. CONNECTION /\ND SERVICE IS - 4. ALL AUTOMATIC EVENTS PROGRAMMED TO THE ALARM POINT SHALL BE EXECUTED AND THE ASSOCI, OUTPUTS BE ACitVAIED. DEFlNE EVENTS IN THE PROGRAMMING/DATA MATRIX. 5. HVAC SYSTEM DELIVERING OVER 2000 CFM SHALL BE DEACTIVATED AND ANY ASSOCIATED FIRE/SM( 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 �FIREALEALARM RISER DIAGRAM u ` CHANNEL AND ALL � NO REFER TO ARCHITECTURAL DRAWINGS FOR ROOF DETAILS. _. __ . __ _ _ _., __ _. _-.. _._. _. ._ .. __ MOUN - - ._ .. _ ...._... _-_.._.... ..__... .. _._ .. .__.,._ _ _._ ._. _.._,_. __. ... _..._... _ ._..... _,_ _ i T DlPP _... _ HARDWAREY HO _ _ __ . _ ... NG _ _ . . _._ ... _ .... . .._ __ _ - _ FAST Ep pAL �A COLUMN GROUNDING _. _ -... GRADE OR PAVING 12" DIAMETER RYC PIPE, 18" LONG WITH COUPLING AND RECESSED PLUG �- #2/0 COPPER CONDUCTOR TO GROUND GRID 5/8" COPPER CLAD GROUND ROD PROVIDE ROD BOL JOISTS PROVIDE CLAMPS / IT 3 4 GROUND ROD DETAIL EPGDD,.DWG' S 'GROUNDING TEST WELL; E� UNISTRUT CONDUIT DETAIL � � UNI T�TLN �� ° ETAIL ;NOT TO SCALE EPC001.DWG: � NOT TO SCALE - - ._.' . .. .�...... ............ ..... . ..._ .. ... __.... - _ ..... EPCOOI.DWG i NOT TO SCALE _.I EPCOOi.DWG ,NOT TO SCAL FATED _ _.WOOD EPCOOI.OWG:, FILL WITH EXPANDABLE EXTERIOR GROUT _ .. •. ." , ,'a T I �e • ,� � 5 a. ` .'NEATHERPROOF DISCONNECT 1vl! ! u hsix-in �6� � nm SEAL-11TE FLEXIBLE SWITCH FOR MECHANICAL EQUIPMENT waIIS S aII ,b Ch S U ... , CONNECTION TO EQUIPMENT. ' WhePe Ca ere u r - _ , _ . \ � i pli�rp� in; waste & � d d r `-EXTERIOR FRAME STEEL 3/16" n� iS Inst ant EPDXY COATING TO STITCH WELD 1-1 ells COVER JOINT TO FORM /2" ON 6" i d TIGHT SEAL EPDXY COATING CENTER o o RIGID GALVANIZED STEEL CONDUIT PENETRATING o o C—CHANNEL CONDUIT (TYPICAL) THROUGH SEAL PLATE o o DISCONNECT SWITCH FABRICATED WITH 3/16" CAP FUTURE � 20A, 125JAC 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—CLCISING COVER ; CONTINUOUS SEAL WELD o 0 OUND PERIMITER OF o o UNISTRUT MOUNTING 3 16 STEEL PLATE TO 2 7/8" MIN SPACING o o CHANNELS) CHANNEL FRAME . o o �``1 FABRICATED -- TIGHT SEAL _ C-CHAP EL .FLANGE _"� O O RGHT SEAL o o MIDLAND ROSS #T14-PL m � j� � 0� ����ppR 1 1 2" CONDUIT i I ' � WEATHERPROOF BOX (OR ,APPROVED EQUAL) ; T,yF F/F� Ol/�.0 3/16 STEEL (PLATE --� O 0 � \ ' TIGHT SEAL o o HOUSEKEEPING PAD � �OTHFC �� ������n����S '_ �- 2 1/2 CONDUIT � .• > � � (''�'®00�'�j�/s�'/0%�1� 3 3/8 MIN SPACING • y, :.'.::• � :.... �.�. .> `f" � �' PLAN VIEW � • . � � r• � ' , NDT6 ALL FINISHED CONDUIT SEALS SHALL HOLD 5 INCHES �F NEGATIVE STATIC PRESSURE FDR 2 HOURS, 2 1/2 INCHES FDR 24 HOURS; WITHOUT LEAKAGE. - REFER TO PLANS ALL CONDUITS FAILING THE PRESSURE LEAKAGE TEST SHALL HE ��, � 120V CIRCUIT FOR ROOF MOUNTED i INVESTIGATED TCI DETERMINE REASON FDR FAILURE AND REPAIRED. AFTER � - REPAIR THE CONDUIT SHALL BE RETESTED. Technical _. _.. _. _ - D Services, Inc. SEALED CONDUIT PENETRATION g DISCONNECT SWITCH MTG DETAIL ROOF MOUNTED RECEPTACLE i ��°�^°��M� NOT TO SCALE � � Q 2o6�8s ue�n �� __ _ _ .. EPC002.DWG; NOT TO SCALE EPC002.DWG' NOT TO SCALE �. P.o. Hex23a3 annnnne,Tex�6761a ... .. ... __..... ... � 661 _._ .._..._. __ - . _. _ _ ___.._ EPC002.DWG Phone 409-267-3552 Fex 409 267-3 .. .. ............_ . ..._.._.- ..-. ... _... .. ........ .._,. _... ...._. � Texas State R<gisttationN F-9943 v �� RANDALL ■ PORTERFIELD ARCIiITECT5, INC. A.I.A. 585 F'M 270 NORTH LEAGUE CITY, TEXAS 77573 281.392.8880 281.318.8920 faa __ ��� 0�'"re'rq r'�P��' li �:*IIIi /�*:` / DAVID W. DAY / �tl 32421 ;' A., i il��,^FfFGI STEEE C�a`��`�� h SIONAL .EN— THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P. E. , UN July 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions N0. DATE DESCRIPTION JOB N0. CAD N0. DATE 06/29/09 SHEET N0. 41 53 � JUL 0 � 2009 _ t .' 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CABLE SHALL BE TYPE THHN-7HWN 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) (�) & (2)• �. V®. �p �H� R® rb ��o�/Fi qp� � TpTHE �'1Ty p '� ��'�� p�ANS - T yFcy���� � ����� �� ��� R�'��� .. : I ;� - - �.. PROPOSED NEIf PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 9800 Canada Road, 77571 ■ ■ ■1 RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.932.8880 281.918.8920 fas _ .��\ oF•.rea,\a l s�P�E• S.••' '••s II •*Il, :*� / DAVID W DAV / tlr A.• 32421 :' IllO,n :2FG7STER�-�•'�44,�� l\\SSIONAL E��'-. 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 N0. DATE DESCRIPTION JOB N0. CAD N0. 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'S31f103HOS ONIBW(tld NOd t0'Sd 133HS Ol 213d3a ' l� .,, ,,, _. «� S3LON JN18Wfl�d �b�I�N�O O -�.-, — ROOF CEILING P i ROOF � i i_4"VfR I4" 2" VENT FROM FD _ -�3 _ — _ _ _ — _ „_ _ _ _ � IN CONCESSION CEILING I � �„ 2" z„ 2" z„ 2„ 3„ 2" 2„ z„ 2n, 3„ 3„ — — -�— — -� — — --r --� — -1— --,` —� -- E� I— �-- — T -- --� -- �— --� —�- �— ,/2"--� , ,/2"w w2" x.,_p„: 2" , ,/2"-� � , ,/2" •. � � Z^ � p^ 2�I T 'jI'' � � I � � I WOMEN n I n I n I �2„ n �2„ n � 2" n n I n n I WGMEN � I � I � I �2„ � I 2" � � 4" '/2" I EWH',2" I '" I '" I '" i I '" I '" I '/2„ I H_/2" I '" I '" I '" III '" I '" � we—, {.� 1 w�-� 1.� I w�-� I� i (wc-, �, we-2 � .I�, �2 .'�. �. '�1 ( I we-, wc_2 FIRST FLOOR 3" 4" 3"FD-, � wco w/TP-, — r — —5 I 2"VENT CONNECT TO P-1 I— 2"VENT CONNECT I I TO P-2 ( CONCESSION 2 -� 2 -{� 11 L91 wco :�:::::: I 3"FD-1 W/TP-1 — -2" a 4" PROVIDE SHOCK ABSORBER W/VB 3" I � JAY R. SMITH FIG.5010. r 4„ �! _ 2� �. _.._ _. 3„ ' SHOCK ABSORBER � 2" 4� W/TP 11 JAYVR ESMITHCFIG.5000RBER SMITH FIG.5005 3" 4„ .4„ 4„ �-----� .�, HOT DIPPED GALVA '« ��• DRAWING PLUMBING RISER DIAGRAM RESTROOM FOA1 P-1 V 1 /SCALE: NONE FASTENERS NIF'Eif� REQUIRED ON ALL TREATED WOAD ROOF CEILING FRST FLOOR /F r Minimum -six-inch 6" qR tiE walls shall be requiredud ro T �OD�F,�D ��o'��° P where drain, waste &vent yFc/Ty q "FN sp�ghts z plumbing is installed, T ° rNF �Hqf �F �QC�R����I/prq� CCU�R% �f °� 4'VTR� i I— ROOF I+--- --�2------�2------------------------------------------------I�4„ � �---------------�3"--------------) I 1- r � I I I I �4" CEILING II 3�4° I _ 2"� 2_ ._ _ �„ _ - � MEN � 2„ � 3= _ _ � 2" — — — 2— — �" �(' —� 2— -1�3— — 2 � � I � , , /2"-� —' , v2.� I T 2„ i 2" L -'� T- � , , /2„._:� , , /2„ T (� ( 1 2'� ( n n Inn � n I n n I n I n I n I '.`z„ n ,`2„ n � 2" n n I MEN � � I n i 2" n i 2" n I 2" n (�2" n 'I'2" n 'I'- 4" I I �/2" I � I v2° I ,/2" ,/z" - I 1" I '" I '� I I '" I '° I ,/z" I� ,/2" I '� I '" I '" I '" I I II '" I '" I II HS_t / I SK_2 L-, - .�_1 ^ice �Y� (W� �� L-, -I�.2 �. U=, U=, U=2 I N� w� ,;l CO I � ` l � I4 FS-1 I 4" S- �P�. FCO � 3"FD-1 — FRST FLOOR FRST FLOOR W/TP-1 W/TP-1 W/TP-, � � FCO W/TP-1 4" WASTE CONNECT SAN. SEWER, SEE CNIL �4" 5� �GT 4„ GT 4" GREASE WASTE CONNECT TO GREASE TRAP, SEE CNIL 3" GT GT GTE ..3 FD-1" II� PROVIDE SHOCK ABSORBER 2" 4" PROVIDE_ SHOCK ABSORBER_ 3/4"HB-1 / 3" PROVIDE SHOCK ABSORBER r 2" 4" 2 � � �� PROVIDE SHOCK ABSORBER JAY R. SMITH FIG.5005 4"��_ 4 PLUMBING RISER DIAGRAM RESTROOM/CONCESSION FOR P-2 \YGJ SCALE: NONE 3„ 4„ W/TP-1 JAY R. SMITH FIG.5010 4" SEE CNIL DRAWING FOR CONTINUATION M Technical Services, Inc. P�,a�.a�.a.�.� 206 South Mein P.O. Hox 2348 Mahuac, Texas 77514 Phone 409-267�552 Fax 409-267-3661 Texas Stnte Reglstation q F-9943 4 �.. PROPOSED NE11 PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 �� RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 faa ���� UE rFkgs irS�PtE Ill / DAVID W. DAY / r11 q., 32421 :' i Il�o� :�Fc1sTERE° • ��r: - IL�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 N0. CAD N0. DATE 06/29/09 SHEET N0. '�5 0 (_ : JUl 0 S 2009 I ,; �,,e �3 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 SCALE: NONE - 01 CLEANOUT -SEE SPEC'S FNISHED FLOOR • .e" ..a' n. '.. - ..d '' m ' 4 .. � � . a, .. � � .. <e . �, • . FINISHED FLOOR CLEANOUT 05 SCALE: NONE FINISHED FLOOR CAST IRON OR PVC FlELD VERIFY BRASS PLUG AND FERRULE FLUSH WITH FlNISH FLOOR n �. CAST IRON 1/8 BEND OR PVC AS PER CITY CODE 2-WAY CLEANOUT DETAIL 07 1 SCALE: NONE CLAMP TO 4L6 LEAD SHEET, 24"x24" AND WATERPROOFING .4 • •e . a$ a — i" TRAP � '• i `SUPPORT AT THIS POINT SEAL 'P' TRAP ' NOTE: FOR DEEP SEAL P—TRAP TRAP PRIMING IS NOT REQUIRED. FLOOR -DRAIN WITH TRAP PRIMER DETAIL SCALE: NONE - 02 WALL SCHED. 40 PIPE SLEEVE NON -HARDENING SEALANT `—SEAL AROJJND PIPE WEATHER TIGHT TURN LEAD FLASHING DOWN �" MINIMUM INTO STACK PLUMBING VENT STACK. COORDINATE REQUIRED HEIGHT WITH LOCAL JURISDICTION — 4" l8./S0. Ff. LEAD FLASHING OVER VENT STACK SEALANT &BASE FLASH NG RE: ARCHITECTURAL DRANINGS BUILT-UP ROOF SYSTEM RE: ARCHITECTURAL r SANffARY VENT PIPE SEE PLAN FOR SIZES � � � �, �n� ROOF STRUCTURE RE: STRUCTURAL ORAWIIJGS 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 Z d --I ao ®® `� 3/4" HOLE i o a 3,�7„ v� L 1/8„ 3/4" 2-1 /4" � 8n 9F THE APPROVEII PLA ARE fUODIFIED; A NE6� SU8�i11TTyL . Tb THE CI'iY IS RE0t1 REO PRIOt1/2" 3'-5" �0 THE CHa�iGE occuRRiN� TOP VIEW 1-1/4" 3'-7" 1/2n SCALE=1 "--=1'=0"-------t � 3'-11" � CAST IRON FRAME AND COVER PIPE THRU WALL DETAIL MA SCALE: NONE � - OV FINISHEC ACCESS SECURING WALL CLEAOUT DETAIL x^ SCALE:.NONE OV r: e:.arth .' • 15° DIA. ID CUT OUT PIPE TO ; � •r: + SPRING LINE �: �. :C: .nt,:v+r ��.�.: GROUT '`"��i'F:;.+�;•a{. �,{, + ""•• EXISTING SEWER XIS �� �F...; ��- ��� �. �.�' . :.., T f., . ` ::• •� ��' CONCRETE PAB ' PROP. 15" T&G R.C.P;' ••�: :,.` `� �+'. ••;. `' (SEE NOTES 2 & 3)•'• :"• * '' i• :4: CONCRETE CONCRETE FRONT VIEW SIDE VIEW WITH RING AND COVER NOTES. � SAMPLIN�Y.WELL�AUST RF INCTAI i _ .PERMIT. 2. USE 15" T&G R.C.P. -FOR INSTALLATION- FOR INSTALLATION 6'-A" 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 PERMIIIiED, WHERE OUTSIDE INSTALLATION IS POSSIBLE. 6. INSTALLATION INSIDE BUILDING MUST BE POURED IN PLACE (15` 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 PC�ROPERTY, 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 CONSTRUCTION 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 IRO<` CONFORMING TO ASTM A48-76 CLASS 30, HEAVY-DUTY AASHTO H-20 SAMPLE WELL DETAIL pg EXTERIOR qUt • . ; Il l hill l hill l lil ..• •''.° • '` '; . GRADE BEA ::e SEAL OPENING AROUND PIPE AFTER INSTALLATION (LUSH WITH FINISHED FLOOR CONTINUOUS COPPER PIPE INSERTED IN PVC SLEEVE AFTER EXIERIOR WALL CONSTRUCTION IS COMPLETE LONG RADIUS PVC SCHEDULE 40 BEND FROM PVC 70 TYPE 'K' COPPER PIPE COLD WATER ENTRY DETAIL SCALE: NONE 0� .x:. ., •: ^NAMEPLATE INDICA71 MFG: PARK EQUIP. 800-256-6047 8' PVC DOUBLE MODEL• GT lEE MANIFOLD - DATE MANUFACTURE To Pueuc SEWER SYSTE N �� •. ® _ o INLET AND OUTLET PIPING PROVIDED BY OTHERS. a a'. � •e'•, ., a.,. :�:I n ounEr �. .. FI.2 FROM KITCHEN WASTE •• a• PLAN VIEW CAST IRON FRAME & COVER (TYP-2) )NCREIE E%TENSION _ • 6" VENT SLEEVE L10UID SURFACE—� _ _ i� N1:[.]AY I:IG7y17ira 6" PVC DOUBLE •• TEE MANIFOLD FLi •�• + SUPPORIT (TIPICAL)—,. PRECAST CONCRETE .INTERCEPTOR ,,., •: . a .. .' .'P'.. .. _. � ... GREASE INTERCEPTOR SCHEDULE *PARK EQUIPMENT CO. OR EQUAL MODEL N0. * CAPACITY USGaf GREASE CAP. (lBS) EMPTY WT (L85) LENGTH L WIDTH W HEIGHT H INLET FL1 OUTLET FL2 GT-750 750 1700 10000 7'-10" 4'-4" 6'-0" 4'-5" 4'_2" FROM KITCHEN TYPICAL APPLICA710NS 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..�..>,�..�. 206 scum nfaln P.O. Box 234g Anahme, Texas 77314 Phone 409-267-3662 Fax 409-267-3661 Texas Stets Registration N F-9943 L PROPOSED NE1Y PARE FACILITY FOR WEST. SIDE PARK La Porte, Texas 3800 Canada Road, 77571 ■ ■ .' RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 585 Fbt 270 NORTH LEAGUE CITY, TEXAS 77573 281.932.8880 281.918.8920 faa ...� xPtE °F rek9 T1 i S .• •. S I .,,*II1r /�*... / DAV[D W. DAY / ltl A. 32421. :' II�Or�;�FGISTERE�l�a��� THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHURSZED DY DAVID W. DAY, P. E. , ON July 6, 2009 7-6-2009 ISSUED FOR CONSTRUCTION Revisions N0. DATE DESCRIPTION JOB N0. CAD N0. DATE 06/29/09 SHEET N0. �(o , l JU(_ 0 6 2009 OF: , 53 P4.01 PLUMBING FIXTURE AND .CONNECTION SCHEDULE SIZE OF CONNECTION SYMBOL DESCRIPTION REMARKS TRAP SS SV CW HW WC_1 WATER CLOSET — 4" 2" 1" — AMERICAN STANDARD No. 2257.103 'AFWALL" VITREOUS CHINA, WALL -HUNG SIPHON JET WATER CLOSET WITH ELONGATED BOWL. PROVDE SLOAN `ROYAL' 111 QUIET, EXPOSED, DIAPHRAGM TYPE, CHROME PLATED CLOSET RUSHOMEIER WITH VADAL RESISTANT STOP CAP. CHURCH 9500—SSC WHITE OPEN FRONT SEAT WITH CONCEALED STAINLESS STEEL CHECK HINGE. JR SMITH OR APPROVED EQUAL CARRIER STYSTEM. RE: ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. J69' � 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 I,u— 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 ,�. EXCEPT INSTALL AT ADA HEIGHT. RE: ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS.. AMERICAN STANDARD No. 9482.000 "OVALYN' UNIVERSAL ACCESS UNDERCOUNIER 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. 88872 CAST BODY P—TRAP WITH CLESN OUT AND WITH TUBULAR WALL WEALL BEND, AND No. 165LK LAVATORY SUPPLY. PROVIDE THERMAL MIXING VALVE 1MV t IF REQUIRED. RE: ARCHI11;C1URAL DRAWINGS FOR MOUNTING HEIGHTS. AMERICAN STANDARD No. 948200D "OVALYN' UNIVERSAL ACCESS UNDERCOUNTER LAVATORY VITREOUS CHINA, PROVIDE AMERICAN STANDARD No. "MONTERREY I� LAVATORY � 1-1/2" 2" 2" 1/2" 1/2" 5502.170 .TWO HUNDLE CENTERSET LAVATORY FAUCET WITH CONVEN110NAL SPOUT ANO 4' WRIST HANDLE, GRID STRAINER LESS POP—UP. PROVIDE McGUIRE PART No. PW2125WCPR0 PREWRAPPED CAST BODY P—TRAP WI1H CLESN OUT ANp WI1N TUBULAR WALL WEALL BEND, AND LAVATORY PREWRAPPED OFFSET. AND No. 165LK LAVATORY SUPPLY. PROVIDE THERMAL MIXING VALVE 1MV-1 IF REQUIRED. ADULT ADA HEIGHT. RE: ARCHIIECNRAL DRAWINGS FOR MOUNTING HEIGHTS. L� LAVATORY � 1-1/2" 2' 2" 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 1RUEBRO '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-1RAP W/C.O. SK_2 3—COMPAR1TdENT� 1-1/2• 2" p" 1/2" 1/2" ELKAY MODEL WNSF8360LR WI1H LK 167 PRE —RINSE SWING FAUCET WITH LEVER HANDLES. LiS_1_ HAND SINK f� 1-1/2° 2' 2' 1/2" 1/2" ELKAY MODEL CHS17162 STAINLESS STEEL HAND WASH—UP SINK. PROVIDE ELKAY LK393 CHROME PLATED MIXING FAUCET WllTi 4' WRIST BLADE HANDLES (�. AND 9" RIGID/SWING GOOSNECK SPOUT WITH VANDAL RESISTENT ANTI— HOSE AERATOR, 8" CENTERS IP=L TRAP PRIMER — — - — — PROSE7 TRAP GUARD SYSTEM. INDIVIDUAL MODEL NUMBERS SCHEDULED W/ FLOOR DRAINS/SINKS. IL-2 1RAP PRIMER - - - 1/2" - JR SMITH FlG No.2698 PRIME-EZE WATER SAVER TRAP PRIMER. ElZ1 FLOOR DRAIN 3" 3" 2" — — PROVIDE MIFAB MODEL No. F1100-3 LACQUERED CAST IRON FLOOR DRAIN WI1N ANCHOR FLANGE, AND STANDARD SATIN FlNISH NICKEL BRONZE STRAINER WITH VANDAL PROOF STAINLESS STEEL ALLEN KEY SCREWS. PROVIDE DEEP SEAL P—TRAP OR WITH CONNECTION FOR 1RAP PRIMER AS REQUIRED (SEE DRAWINGS). HD_1 FLOOR DRAIN 3" 3" 2" 1/2" PROVIDE MIFAB MODEL No. F1480—C—FL-4-5 EPDXY COALED LARGE CAPACITY FLOOR DRAIN WITH DUCTILE IRON HALF GRATE, SEDIMENT BUCKET, AND MEMBRANE CLAMP,PROVIDE DEEP SEAL TRAP. �1 DRINKING FOUNTAI� 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 SPECIFlCA110NS. WH-1 WALL HYDRANT — — — 3/4" — PROVIDE MIFAB MODEL No. MHY-20 ASSE 1019—B CERIIFlED EXPOSED TYPE, SELF DRAINING, NON —FREEZE WALL HYDRANT WITH ASSE 1011 APPROVED ANTI —SIPHON AND :VANDAL RESISTANT INTEGRAL VACUUM BREAKER . L1@.=1 HOSE BIB — — — 3/4" — CHICAGO FAUCET No. 387 WITH No. E27 SPOUT OU11ET VACUUM BREAKER, POLISHED CHROME PLATED.' XT-1 EXPANTION TANK _ _ _ 3/4• _ 1HERM—X—TROL ST-5 OR APPROVED EQUAL TMV_1 THERMAL MIXING VALVE — — — 3/8' 3/8" SYMMONS MODEL No. 5-130 "1HERMIXER" THERMOSTATIC MIXING VALVE. ALL BRONZE REMOVABLE PISTON AND THERMAL MOTOR WITH STANDARD ROUGH BRONZE FlNISH AND 3/8" COMPRESSION INLETS AND OU11.ET. 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, WI1}I MODULAR CHECK VALVE FOR EASY MAINTENANCE. PREVENIER 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 1/2"FlP X 1/4" OD COMPRESSION ANGLE VALVE. MS_t MOP SINK 3" 2" 2' 1/2' 1/2" FlAT PRODUCTS MODEL No. 158-3624 OR APPROVED EQUAL SERVICE SINK WITH 12" HIGH WALLS; 3' STAINLESS STEEL COMBINATION DOME STRAINER AND UNT BASKET OUTLET, ACID RESISTANT, MOLDED STONE (COLOR AS SPECIFlED BY ARCHITECT). REMOVABLE VINYL -COATED RIM GUARD No. V-70-24. SINK FlT11NG T&S No. 7-10—VB ROUGH CHROME PLATED BRASS FlNISH, RIGID SPOUT, WALL BRACE, INTEGRAL STOPS, PAIL HOOK, HOSE END, VACUUM BREAKER AND VANDAL PROOF SCREWS. PROVIDE 30" HOSE (MINIMUM) WITH STAINLESS S1EEL BRACKET (EQUAL TO STERN — WIWAMS No. T-35) AND STAINLESS STEEL MOP HANGER (EQUAL TO S1ERN — WIWAMS No. T-40). PROVIDE t2" 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. SH_1 SHOWER (� 2• 2• 2" 1/2" 1/2" 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 gUANTiIY STOR. CAP. RECOVERY ENERGY ELEMENT WATER CONN. MAKE AND MODEL GAL ®40' RISE REQUIREMENTS WATTS INCH EWH_t ELEC'O21C WATER HEATER RR WOMEN 1 TANKLESS 2.0 GPM 277V/10/ 33 AMPS 9.0 KW 1/2" EemaxX 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' EemaxX EX95T (3 LAV 0.5 GPM/EACH) FACTORY SET TEMP 105 DEG. F WITH 0.5 GPM TERN ON) EWH-3 ELEC?RIC WATER HEATER RR JAN 1 TANKLESS 1.5-2.5 277V/10/ 36 AMPS 10.0 KW 1/2` EemoxX EX100T (1 MOP SINK, 1.5-2.5 GPM) •GPM FACTORY SET TEMP 105 DEG. F WITH 0.7 GPM TERN ON) ELECTRIC EWH-4 WATER BEATER CONCESSION 1 TANKLESS 4.0 GPM 208V/30/ 67A/PH 24.0 KW 1/2" EemaxX 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) ELECTRIC .MAINTENANCE �_� WATER ;BEATER BUILDING 1 .40 61.0 GPM 277V/10/ 22 AMPS 3.0/3.0 KW 3/4" A.O. SMITH 40 GAL TANT, MODEL OEL 40 APPROXIMATELY SHIPPING WEIGHT 125 LB. SOT dIPpE p FASTEN- CACVANIZ6 ONALC REA��© oEO D Op Mir�imu wh�a��a a all b� °h �6t) st rt? Up' piumbin9 iswn � � v� t d Tp �� �p/Fj� ppA,�O� ro �,��cc�q� ���y J� �G�,�� Gee• ®c� �� ���®� � ��' M Technical Services, Inc. P..��...�.�.o. 206 South Mein P.O. Hox 2348 Anahuac, Texas 77514 Phone 409-267-3552 Fax 409-267-3661 - Texea State R<gistretlon % F-9943 �.. PROPOSED IQE1Y PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 �� RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.392.8880 281.318.8920 faa ��� ��PtE aF rek9 i� i S•' `P i i*:' *If *: •'.*! / DAVID W. DAY / !! '• 32421 �� i � � f.�.�7STER, `�� THE SEAL APPEARING ON THIS DUCUMENT WAS AUTHORIZED BY DAVID W. DAY, P. E. , ON July 6, 2009 7-6-2009 .ISSUED FOR CONSTRUCTION Revisions N0. DATE DESCRIPTION JOB N0. CAD N0. DATE 06/29/09 SHEET N0. 4� OF: JUl 0 S 2009 �i3 _. P5.01 f_ _ __.......... ........__. _- .,..,` ... r_ _.. .. ._.. :.,...,..._�,..:,.. ,... 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