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Chambers Bldg_110620
Abbreviations: Key Map: A.F.F. ABOVE FINISH FLOOR CL. CENTERLINE CLR. CLEAR F.F. FINISH FLOOR F.V. FIELD VERIFY O.C. ON CENTER PROJECT PROP. PROPOSED RE: REFERENCE LOCATION TYP. TYPICAL U.N. UNLESS NOTED D. DEMOLITION E./E.T.R. EXISTING `n N. NEW R. REPLACE EXIST. W/ EXISTING DR. DOOR WIN. WINDOW NOTE: W POLK ST. W MAIN ST. Texas Accessibilitv Guidelines: BUILDING AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ANSI A 117.1 AND A.D.A. PUBLIC LAW 101-336 HIGHLIGHTED AS FOLLOWED. CHAPTER 3: BUILDING BLOCKS. 302 FLOOR OR GROUND SURFACES 302.1 GENERAL - FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT AND SHALL COMPLY WITH 302. 302.2 CARPET - N/A 303 CHANGES IN LEVEL 303.1 GENERAL - WHERE CHANGES IN LEVEL ARE PERMITTED IN FLOOR OR GROUND SURFACES, THEY SHALL COMPLY WITH 303 303.2 VERTICAL - CHANGES IN LEVEL OF 1/4 INCH (6.4 MM) HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. 303.3 BEVELED - CHANGES IN LEVEL BETWEEN 1/4 INCH (6.4 MM) HIGH MINIMUM AND 1/2 INCH (13 MM) HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 303.4 RAMPS - CHANGES IN LEVEL GREATER THAN 1/2 INCH (13 MM) HIGH SHALL BE RAMPED, AND SHALL COMPLY WITH 405 OR 406. CHAPTER 4: ACCESSIBLE ROUTES 403 WALKING SURFACES. 403.1 GENERAL - WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH 403. 403.2 FLOOR OR GROUND SURFACES - FLOOR OR GROUND SURFACES SHALL COMPLY WITH 302. 403.3 SLOPE - THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. 403.4 CHANGES IN LEVEL - CHANGES IN LEVEL SHALL COMPLY WITH 303. 403.5 CLEARANCES - WALKING SURFACES SHALL PROVIDE CLEARANCES COMPLYING WITH 403.5. 403.5.1 CLEAR WIDTH - EXCEPT AS PROVIDED IN 403.5.2 AND 403.5.3, THE CLEAR WIDTH OF WALKING SURFACES SHALL BE 36 INCHES (915 MM) MINIMUM. 404 DOORS, DOORWAYS, AND GATES. 404.2.5 THRESHOLDS - THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 302 AND 303. CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES. 216.4.1 EXIT DOORS - DOORS AT EXIT PASSAGEWAYS, EXIT DISCHARGE, AND EXIT STAIRWAYS SHALL BE IDENTIFIED BY TACTILE SIGNS COMPLYING WITH 703.1, 703.2, AND 703.5. 703 SIGNS. 703.2 RAISED CHARACTERS - RAISED CHARACTERS SHALL COMPLY WITH 703.2 AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH 703.3. RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH 703.4. 703.2.1 DEPTH - RAISED CHARACTERS SHALL BE 1/32 INCH (0.8 MM) MINIMUM ABOVE THEIR BACKGROUND. 703.2.2 CASE - CHARACTERS SHALL BE UPPERCASE. 703.2.3 STYLE - CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 703.4 INSTALLATION HEIGHT AND LOCATION. HEIGHT ABOVE FINISH FLOOR OR GROUND - TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. f\� I r I / \ 1 I REFUG�F ' � / \ \�- ��/ -- r � AREA OF \ REFUGE / \ r I as• I� -- -- Z i CENTERED ON 8" MIN. TACTILE CHARACTERS 703.5 Visual Characters - Visual characters shall comply with 703.5. EXCEPTION: Where visual characters comply with 703.2 and are accompanied by braille complying with 703.3, they shall not be required to comply with 703.5.2 through 703.5.9. Finish and Contrast - Characters and their background shall have a non -glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. 1... ALL ITEMS ARE EXISTING UNLESS NOTED 'PROPOSED'. 2... ANY DISCREPANCIES MUST BE NOTED IN WRITING TO THE OWNER AND APPROVED IN WRITING. 3... CONTRACTORS MUST FIELD VERIFY ALL CONDITIONS OF WORK PRIOR TO COMMENCEMENT OF ANY WORK. Construction Standards: LIGHTING & GLARE: ANY LIGHTING USED SHALL BE ARRANGED SO AS TO DEFLECT LIGHT AWAY FROM ANY ADJOINING RESIDENTIAL ZONE OR FROM PUBLIC STREETS. DIRECT OR SKY -REFLECTED GLARE, WHERE FROM FLOODLIGHTS OR FROM HIGH TEMPERATURE PROCESSES SUCH AS COMBUSTION OR WELDING SHALL NOT BE DIRECTED ONTO ANY ADJOINING PROPERTY. THE SOURCE OF LIGHTS SHALL BE HOODED OR CONTROLLED IN SOME MANNER SO AS NOT TO LIGHT ADJACENT PROPERTY. BARE INCANDESCENT LIGHT BULBS SHALL NOT BE PERMITTED IN VIEW OF ADJACENT PROPERTY OR PUBLIC RIGHT-OF-WAY. ANY LIGHT OR COMBINATION OF LIGHTS WHICH CAST LIGHT ON A PUBLIC STREET SHALL NOT EXCEED ONE FOOTCANDLE (METER READING) AS MEASURED FROM THE CENTERLINE OF SUCH STREET. ANY LIGHT OR COMBINATION OF LIGHTS WHICH CASTS LIGHT ON RESIDENTIAL PROPERTY SHALL NOT EXCEED 0.4 FOOTCANDLES (METER READING) AS MEASURED FROM SUCH PROPERTY. RADIATION AND ELECTRICAL EMISSIONS: NO ACTIVITIES SHALL BE PERMITTED THAT EMIT DANGEROUS RADIOACTIVITY BEYOND a ENCLOSED AREAS. THERE SHALL BE NO ELECTRICAL DISTURBANCE ADVERSELY AFFECTING THE OPERATION AT ANY POINT OF ANY EQUIPMENT OR OTHER THAN THAT OF THE CREATOR OF SUCH DISTURBANCE. 0 Q O DUST OR PARTICULATE MATTER: THE EMISSION OF DUST, FLY, ASH, OR OTHER PARTICULATE MATTER BY ANY USE SHALL BE IN m COMPLIANCE WITH AND REGULATED BY THE APPROPRIATE FEDERAL, STATE, OR LOCAL AGENCY. z ODORS: THE EMISSION OF ODOR BY ANY USE SHALL BE IN COMPLIANCE WITH AND REGULATED BY THE APPROPRIATE FEDERAL, STATE, OR LOCAL AGENCY. EXPLOSIVES: NO ACTIVITIES INVOLVING THE STORAGE, UTILIZATION, OR MANUFACTURE OF MATERIALS OR PRODUCTS SUCH AS TNT OR DYNAMITE WHICH COULD DECOMPOSE BY DETONATION SHALL BE PERMITTED EXCEPT SUCH AS ARE SPECIFICALLY LICENSED BY THE CITY COUNCIL. NOISE: ALL NOISE SHALL BE MUFFLED SO AS NOT TO BE OBJECTIONABLE DUE TO INTERMITTENCE, BEAT FREQUENCY, OR SHRILLNESS AND AS MEASURED AT ANY PROPERTY LINE IN ACCORDANCE WITH THE DECIBEL LEVELS OUTLINED IN SECTION 106-310 OF THE CITY CODE OF ORDINANCES. General Construction Notes: 1. ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL, AND LOCAL CODES AND ORDINANCES, AS WELL AS UNDERWRITERS REGULATIONS HAVING JURISDICTION, THE CONTRACTORS SHALL ALSO COMPLY WITH ALL RULES AND REGULATIONS OF THE BUILDING OWNER, IF APPLICABLE. 2. ALL CONTRACTORS SHALL VISIT THE SITE TO DETERMINE THE EXISTING CONDITIONS, NOTIFY THE DESIGNER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONSTRUCTION DOCUMENTS. 3. THE OWNER OR THEIR APPOINTED REPRESENTATIVE SHALL PROCURE ALL PERMITS AND CERTIFICATES OF OCCUPANCY OR LOCAL EQUIVALENT. 4. THE WORK INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR, AND REASONABLY INCIDENTAL TO THE COMPLETION, IN PLACE, OF ALL WORK ILLUSTRATED AND DESCRIBED IN THE DRAWINGS AND THE SPECIFICATIONS. 5. CONDITIONS DEPICTED ON THESE DRAWINGS HAVE BEEN COMPILED FROM AVAILABLE INFORMATION AND MUST BE VERIFIED WITH ON -SITE CONDITIONS. Written DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE BUILDING SITE AND SHALL REPORT ANY DISCREPANCIES TO THE DESIGNER PRIOR TO PROCEEDING WITH THE WORK. 6. THE CONTRACTOR SHALL RECEIVE, HANDLE, STORE (if necessary) AND BE RESPONSIBLE FOR ALL MATERIALS PROVIDED BY OTHERS. ALL MATERIALS SHALL BE ACCOUNTED FOR UPON RECEIPT AND ANY MISSING OR DAMAGED PARTS SHALL BE REPORTED TO THE DESIGNER AND OWNER IMMEDIATELY. 7. SHOP DRAWINGS PREPARED BY THE CONTRACTORS, SUPPLIERS, ETC. SHALL BE REVIEWED BY THE DESIGNER ONLY AS TO CONFORMANCE WITH THE DESIGN CONCEPT. NO WORK SHALL START WITHOUT SUCH REVIEW. 8. THE CONTRACTOR SHALL REMOVE RUBBISH AND DEBRIS FROM THE BUILDING SITE PROMPTLY UPON ACCUMULATION AND IN NO EVENT LESS FREQUENTLY THAN EVERY FRIDAY AFTERNOON. 9. THE CONTRACTOR SHALL PROTECT ANY ADJACENT PROPERTY DURING CONSTRUCTION. CONSTRUCTION WORK SHALL NOT DISTURB TRAFFIC OR ON GOING BUSINESS, EXCEPT BY SPECIFIC AGREEMENT WITH OWNER. 10. ALL DELIVERIES AND MODIFICATIONS TO THE BUILDING SHALL BE COORDINATED WITH THE BUILDING OWNER IF APPLICABLE. 11. MINOR ITEMS AND ACCESSORIES REASONABLY INFERRED AS NECESSARY TO COMPLETE AND PROPERLY OPERATE ANY SYSTEM, SHALL BE PROVIDED BY THE RESPECTIVE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 12. THE CONTRACTOR SHALL INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION RECOMMENDATIONS. 13. ALL REQUEST FOR SUBSTITUTION OF ANY ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING TO THE OWNER OR THE REPRESENTATIVE AND WILL BE CONSIDERED ONLY IF BETTER SERVICE, MORE ADVANTAGEOUS DELIVERY DATE OR CREDIT TO THE CONTRACT PRICE WILL BE PROVIDED WITHOUT SACRIFICE OF QUALITY, APPEARANCE AND FUNCTION. 14. CONTRACTORS SHALL SUBMIT CONFORMATIONS WITH DELIVERY DATES ON ORDERS OF MATERIALS AND EQUIPMENT WITH LONG LEAD TIMES. 15. THE CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES TO THE OWNER PRIOR TO CONSTRUCTION. 16. CONTRACTORS SHALL VERIFY WITH THE OWNER ALL FIXTURES AND EQUIPMENT TO BE FURNISHED BY OTHERS. 17. STATEMENT OF COMPLIANCE: THE ATTACHED PLANS AND SPECIFICATIONS HAVE BEEN PREPARED, OR CAUSED TO BE PREPARED, UNDER THE DESIGNER'S DIRECT SUPERVISION. TO THE BEST OF THE DESIGNERS KNOWLEDGE AND BELIEF, AND TO THE EXTENT OF CONTRACTUAL OBLIGATION, THEY ARE INCOMPLIANT WITH THE AMERICANS WITH DISABILITIES ACT, ACCESSIBILITY GUIDELINES (PUBLIC LAW 101-336, JULY 26, 1991). 18. ANY CONSTRUCTION, REMODELING, ADDITION, ETC. SHOULD HAVE GOOD ENVIRONMENTAL PRACTICES TO PREVENT EROSION. NO MUD, SILT, SAND, OR ANY OTHER BUILDING OR GARDENING MATERIALS SHOULD BE LEFT BY THE CURB OR EXPOSED TO RAIN OR WIND. IT IS UNLAWFUL TO COMMIT OR ALLOW ANY OF THE FOLLOWING ACTS: BLOW, SWEEP, THROW, DEPOSIT, OR STORE IN A MANNER WHICH WOULD ALLOW TO WASH OR FLOW INTO THE MUNICIPAL STORM SEWER SYSTEM ANY STRAW, HAY, GRASS CLIPPINGS, TREES, LIMBS, TRIMMINGS, WEEDS, BRANCHES, LEAF LITTER, DIRT, OTHER FILL MATERIALS, CONSTRUCTION MATERIALS, DEMOLITION MATERIALS, GARBAGE, DEBRIS OR ANY OTHER SUBSTANCE. Overall & Life S aftey Plan: (Max.) Exit Distance t_34'-10" I T STAIR-1 DOWN STAIR-2 DOWN ��---------------------_ 1 -- \ Roof of 1 st Floor 2nd Floor - - - EAST 125_00' - SHADE AREA INDICATES 2ND FLR. ABOVE I r I � � Apartment-2 00 Group R-3 (1,335 SF.) Apartment-1Co I Group R-3 (1,800 SF.) v a•1CM,-1 STAIR UP i TO APT.-1 & 2 _ 0 0 Z I 3070 EXIT T DOOR21 `Vec,28 - - -� r Restauro's� I Rq �F os Group B NI `30 T�oF� (1,528 SF.) 1 3070 I OOR I 63'-8" �_24'-4"_ - - - - I_ SOUTH 125.00' L Ground Level Group B i (3 A6 J SF,) '%bT.;I o '/� %�. it I _ APR 3070 - EXIT DOOR Sheet Index: AO COVER SHEET & NOTES CONSTRUCTION NOTES & STANDARDS H.C. STAIR/GUARDRAIL DETAILS H.C. ACCESSIBLE STAIR NOTES & DETAILS Al SITE PLAN - PROJECT INFORMATION A2 1ST FLOOR CONSTRUCTION PLAN (GROUP B) A3 2ND FLOOR CONSTRUCTION PLAN (GROUP R3) A4 DOOR & WINDOW SCHEDULES, FINISH SCHEDULE, MATERIAL SPECIFICATIONS A5 WALL PARTITIONS, SECTION/DETAILS A6 EXTERIOR ELEVATIONS !,i i iST FLR. -'L ,IJ Ik, r,� ! , vqC H ',N!!1C/ L I,.0O S ' I I.'.i!S E1 1ST FLR. - ELECTRICAL POWER & LIGHTING PLAN - (GROUP B) ELECRICAL RISER DIAGRAM E2 2ND FLR. - ELECTRICAL POWER & LIGHTING PLAN - (GROUP R3) ELECTRICAL LOAD ANALYSIS & PANEL SCHEDULE P1 1ST FLR. - PLUMBING PLAN P2 2ND FLR. - PLUMBING PLAN S1 TRiJH_TURAL FI? ,I,,; d P1_411= S rl l�'TU1 P 1 S 3 ETRUC"TIIRAL I I.,,11 I'1,i_ FLAI Proiect Information: NAME OF DEVELOPMENT: TYPE OF DEVELOPMENT: ADDRESS OF SITE: SIZE OF LOT/PROPERTY: BUIDLING FOOTPRINT: LOT COVERAGE: ZONING OF THE SITE: AUTHORIZED AGENT: HCAD: NAICS CODE: THE CHAMBERS BUILDING REMODEL EXIST. MIXED USE BUILDING 100 W MAIN ST. LA PORTE, TX 77571 14,250 SF. (0.327 AC.) 5,151 SF. 36.1 % MAIN STREET DISTRICT VIRGINIA & BILLY JACK TALTON, JR. 0231930000042 (REAL ESTATE PURPOSES ONLY) SPEC BUILDING ................................................................................ ......... ............. .......................... .......... ....................................... ........... ..... Ramps & Landings: Bulldln Codes • g 1:12 (MAX) SLOPE 5' -0" LANDING oa- I :�i LO Of _ ca iK I" Iz LO:!s TOP VIEW RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. • CLEAR WIDTH OF A RAMP RUN AND, WHERE HANDRAILS ARE PROVIDED, THE CLEAR WIDTH BETWEEN HANDRAILS SHALL BE 36" MINIMUM. • THE RISE FOR ANY RAMP RUN SHALL BE 30" MAXIMUM. • RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. ° ��� U� .d .e °C d SLOPE DOWN .. a 1:12 MAX ° a a a. SECTION VIEW RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. • CLEAR WIDTH OF A RAMP RUN AND, WHERE HANDRAILS ARE PROVIDED, THE CLEAR WIDTH BETWEEN HANDRAILS SHALL BE 36" MINIMUM. • THE RISE FOR ANY RAMP RUN SHALL BE 30" MAXIMUM. • RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. N � / // // //, SECTION VIEW 2 0 / N SECTION VIEW CHANGES IN LEVEL CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL BETWEEN 1/4" HIGH MINIMUM AND 1/2" HIGH MAXIMUM SHALL BE BEVELED LX I LKIUK WITH A SLOPE NOT STEEPER THAN 1:2. INTERIOR ENTRY CHANGES IN LEVEL GREATER THAN 1/2" HIGH DOOR WALL SHALL BE RAMPED. TOP VIEW .............................................................................................................................................................................................................................................. OPEN GUARDS ON DECK MORE THAN 30" ABOVE a, GRADE OR FLOOR BELOW TOPRAIL/ SHALL HAVE MEMBERS GUARDRAIL SPACED SO THAT A 4" 0 L.� J z Q: iLl= CD0 Q 0 LJ 0a' 0wyo rn DECK 6" DIA. MAX. CLR. 4" MAX. OPEN RISERS 7-3/4" MAX RISER - DIA. SPHERE CAN NOT PASS THRU. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A 4-3/8" DIA. SPHERE TO PASS THRU. STAIRWAY NOTES: Co �12" ° MIN. LANDING SAME WIDTH OF STAIRS NDIN FINISH GRADE SIDE VIEW 1. STAIRWAYS SHALL NOT BE LESS THAN 36" IN WIDTH. 2. STAIRWAY RISER SHALL BE NO GREATER THAN 7-3/4". 3. STAIRWAY TREADS SHALL HAVE A MIN. OF 10". 4. THE LENGTH OF RUN AND THE HEIGHT OF RISER SHALL NOT VARY MORE THAN 3/8" IN THE RUN OF THE STAIR. 5. STAIRS ARE RQUIRED TO BE ILLUMINATED. 6. OPEN RISERS ARE PERMITTED IF THE OPENING IS LESS THAN 4". 7. TREAD NOSING SHALL BE NOT LESS THAN 3/4" BUT NOT MORE THAN 1-1/4" ON STAIRWAYS WITH SOLID RISERS, EXCEPT WHEN THE TREADS ARE 11" OR MORE. 8. COMPOSITE MATERIALS MAY REQUIRE ADDITIONAL STRINGERS. SAW CUT EXIST. WALKWAY AT PROP. RAMP 5,-0„ �� CONC. RAMP @ PROVIDE SLOPE DOWN 1 x4 CEDAR FINISH GRADE 1:12 (MAX) CONTROL JO T, d CONC. a CONC. ° : I CONC. WALKWAY a LANDING WALKWAY e d' . a 1-1/4" MIN. 1-1/2" MIN. HANDRAIL/GUARDRAILS HANDRAIL AND GUARD DEFINITIONS HANDRAIL THE PURPOSE OF A HANDRAIL IS TO PROVIDE GUIDANCE. IT IS REQUIRED ON STAIRS WITH TWO OR MORE RISERS AND ADA RAMPS WITH A RISE OF 6". IN COMMERCIAL APPLICATIONS, HANDRAIL IS REQUIRED ON BOTH SIDES OF STAIRS AND RAMPS. HANDRAILS ARE NOT REQUIRED ON WALKING SURFACES WITH RUNNING SLOPE LESS THAN 1:20. INTERMEDIATE RAILS: ALL PORTIONS OF AN EGRESS PATH MUST BE WITHIN 30 INCHES OF A HANDRAIL (WILL VARY BASED ON BUILDING OCCUPANCY) HANDRAIL HEIGHT: PLACED BETWEEN 34" AND 38". MEASUREMENT MUST BE TAKEN FROM THE STAIR NOSING OR WALKING SURFACE. FOR CHILDREN, THE 2010 ADASAD RECOMMENDS A MAXIMUM HEIGHT OF 28" WITH A MINIMUM OF 9" OF CLEARANCE BETWEEN THE CHILD'S RAIL AND THE ADULT RAIL (NOT REQUIRED). HANDRAIL CONTINUITY: HANDRAIL MUST BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR flIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN flIGHTS OR RUNS. HANDRAILS ARE NOT TO BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. HANDRAIL SIZE LIMITATIONS: HANDRAIL SIZE IS NOW CONSISTENT BETWEEN ALL CODES AND STANDARDS: 1 1/4" TO 2" DIAMETER OR PROVIDE EQUIVALENT GRASPABILITY. 42 INCHES -PLUS OR MINUS 3 INCHES ABOVE WALKING/WORKING SURFACE REQUIRED IF THE "DROP" IS 48 INCHES OR HIGHER INTERMEDIATE RAIL AT "ABOUT HALFWAY UP" • OPENINGS MUST BE LESS THAN 19 INCHES • INTERMEDIATE BALUSTERS ARE NO MORE THAN 19 INCHES APART • MUST HAVE A TOE BOARD • TOP RAILS AND MID RAILS MUST BE AT LEAST .25 INCHES IN DIAMETER OR THICKNESS. • LOAD REQUIREMENT: WITHSTAND A 200 POUND LOAD APPLIED IN A DOWNWARD OR OUTWARD DIRECTION WITHIN 2 INCHES OF THE TOP EDGE OF THE TOP RAIL. 2012 INTERNATIONAL BUILDING CODE (IBC) 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2012 UNIFORM MECHANICAL CODE (UMC) 2012 UNIFORM PLUMBING CODE (UPC) 2011 NATIONAL ELECTRICAL CODE (NEC) W/LOCAL AMENDMENTS 2015 INTERNATIONAL FIRE CODE (IFC) W/ADOPTED AMENDMENTS TO FIRE CODE Design Guidelines: DESIGN WIND LOAD: 150 MPH (2015 IBC, CHAPTER 26) INCIDENTAL USE AREA: NONE (TABLE 508.2, PG. 80) FIRE RATING OF 0 HOURS BUILDING COMPONENTS: (TABLE 601, PG. 87) WALL RATING AS REQUIRED FOR DISTANCE 0 HOURS SEPARATION TO PROP. LINE: (TABLE 602, PG. 88) MAX. BLDG. AREA: 23,000 SF. (SECTION 503, PG. 76) MAX. BLDG. HT.: 4 STORIES (SECTION 503, PG. 76) ROOF LIVE LOADS: UNIFORM LOAD = 20 PSF. (1607.1, PG. 285) CONCENTRATED LOAD = 300 PSF DESIGN LIVE LOADS: FLOORS: 125 LBS. TO 250 LBS. (1607.1, PG. 286) EXTERIOR BALCONIES, DECKS, FIRE ESCAPES, & ROOMS (NOT SLEEPING) = 40 PSF. GUARDRAILS & HANDRAILS = 200 PSF. SLEEPING ROOMS = 30 PSF. ATTIC W/STORAGE = 20 PSF. ATTIC W/O STORAGE = 10 PSF. STAIRS & RAMPS: 40 PSF. (INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300 POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER IS GREATER). DEAD LOADS: ROOF, DECKS, & FLOORS = 10 PSF. WALLS = 11 PSF. CONST. MATERIALS: FLOOR: CONCRETE SLAB/WOOD FRAMING EXTERIOR WALLS: MASONRY/PLASTER ROOF: WOOD TRUSS W/FLAT MEMBRANE INSULATION: ROOF (R-30), WALLS (R-13), FLOOR (R-19) 1ST FLOOR: BUSINESS = (5,151 SF.) 2ND FLOOR: APARTMENT-1 = 1,800 SF.- (3,135 SF.) APARTMENT-2 = 1,335 SF. BUILDING AREA (TOTAL): (8,286 SF.) BUILDING HEIGHT: 2-STORY BUILDING TYPE: ID-B % SPRINKLER PER IBC 903.2.8 BUILDING GROUP: 1 ST FLR: GROUP B 100% (WITH R-3 ABOVE) 1ST FLR: GROUP B 0% (1-STORY BLDG ONLY) 2ND FLR: GROUP R3 100% (ENTIRE 2ND FLOOR) FIRE SEPARATION: 0.5-HR. HORIZ. BETWEEN FLOORS (PER IBC 711.2.4.3 EXCEP.) 0.5-HR VERTICAL BETWEEN APARTMENTS (PER IBC 708.3) OCCUPANCY TYPE: MIXED USE OCCUPANCY (PER SECTION 508) GROUP B = BUSINESS (4,151 SF.) GROUP R-3 = RESIDENTIAL (3,070 SF.) OCCUPANT LOAD: GROUP B = 100 SF./OCCUPNAT (PER SEC, 1004.1) 4,151 SF./100 SF. = 42 � � • K�1�1�7_1►r��i7_l�] GROUP R-3 = 200 SF./OCCUPANT 3,070 SF./200 SF. = 16 58 PERSONS DESIGN: B.J.TALTON 1906 Du Barry Ln. Houston, TX 77018 713.320.9780 billyjacktalton@hotmail.com ENGINEERING: TRINITY BAY ENGINEERING Rodney Slaton, P.E. 911 S. 8th St. La Porte, TX 77571 TBPE # 18351 O F T4NA ®P q011@. ®� * : ................:.....duo RODNEY LEE...SLATO...' �: cr® 41 90298 � �PG. SEAL the seal appearing on this document was authorized by: --- on rodney@trinityboyengineering.com PROJECT: THE CHAMBERS BUILDING 100 W Main St. La Porte, TX 77571 PROJECT MANAGER: ASPENDORA CONTRACTORS Bryan Moore 511 South Utah St. La Porte, TX 77571 281.932.3128 bryon@aspendora.com OWNER: MARION S. CAMPISE 'MARTY' 1902 Roscoe La Porte, TX 77571 713.283.4013 campisemarty@yahoo.com LEGAL DESCRIPTION: LOTS 18 19 20 & 21 & S 14 FT OF LOT 22 BLOCK 60 LA PORTE, HCAD: 0231930000042 DATE: For Review: 10.22.20 DRAWN BY: B.J.T. CHECKED BY: M.C. B.M. R.S. SCALE: 1:30 (Site Lifesaftey Plan) SHEET NO.: A0 J Abbreviations/Legend: Key Mala: A.F.F. ABOVE FINISH FLOOR F.F. FINISH FLOOR W POLI< 5T. PROP. PROPOSED RE: REFERENCE TYP. TYPICAL U.N. UNLESS NOTED PROJECT LOCATION E./E.T.R. EXISTING N. NEW N 0 R. REPLACE EXIST. °7 D. DEMOLITION (REMOVE EXIST.) - - - B. L - - - BUILDING LINE CONC. PAVING �.. G, • 4 (PROP.) SOD, LANDSCAPE/GRASS -, .-, '_`_'-'. .'.'-'_' '_ (PROP.) SOD, LANDSCAPE/GRASS .'-'. -'-'-' .-' ' . .'. .'.".'.'.`.'.'.' '. (EXIST.) --- �----------- >---- 6" H.D.P.E. fr�s�Mf���sfM��r 6' METAL FENCE 6' WOOD FENCE ---T��T OVERHEAD POWER LINE - - - PROPERTY LINE S.S. (PRIVATE) SANITARY SEWER LINE ' - ' - ' - - ' '" (PRIVATELY OWNED) - - - S.S. (CITY) SANITARY SEWER MAIN LINE - - - - - - - - (CITY OWNED) S.D. ONNEMENNEIIIIIIIIIII STORM DRAIN LINE (PRIVATE) WATERLINE ----®W.L. _ --- (PRIVATELY OWNED) W.L. (CITY) ------- WATER MAIN LINE (CITY OWNED) IS SET IRON ROD X O°' ELEVATION - EXISTING + 00.00 ELEVATION - PROPOSED -U-F.H. FIRE HYDRANT C GUY WIRE GRADING SLOPE LINE /-i M.C. METER CAN O M.H. S.S. MANHOLE COVER P.O.A. POINT OF ATTACHMENT 0 P.P. POWER POLE T.C. TOP OF CURB ® GM GAS METER cn z 4- W MAIN ST. i Performance Standards: LIGHTING & GLARE: ANY LIGHTING USED SHALL BE ARRANGED SO AS TO DEFLECT LIGHT AWAY FROM ANY ADJOINING RESIDENTIAL ZONE OR FROM PUBLIC STREETS. DIRECT OR SKY -REFLECTED GLARE, WHERE FROM FLOODLIGHTS OR FROM HIGH TEMPERATURE PROCESSES SUCH AS COMBUSTION OR WELDING SHALL NOT BE DIRECTED ONTO ANY ADJOINING PROPERTY. THE SOURCE OF LIGHTS SHALL BE HOODED OR CONTROLLED IN SOME MANNER SO AS NOT TO LIGHT ADJACENT' PROPERTY. BARE- INCANDESCENT LIGHT BULBS SHALL NOT BE PERMITTED IN VIEW OF ADJACENT PROPERTY OR PUBLIC RIGHT-OF-WAY. ANY LIGHT OR COMBINATION OF LIGHTS WHICH , CAST LIGHT ON A PUBLIC STREET SHALL NOT EXCEED ONE FOOTCANDLE (METER READING) AS MEASURED FROM THE CENTERLINE OF SUCH STREET. ANY LIGHT OR COMBINATION OF LIGHTS WHICH CASTS LIGHT ON RESIDENTIAL PROPERTY SHALL NOT EXCEED 0.4 FOOTCANDLES (METER READING) AS MEASURED FROM SUCH PROPERTY. I RADIATION AND ELECTRICAL EMISSIONS: NO ACTIVITIES SHALL BE PERMITTED THAT EMIT DANGEROUS RADIOACTIVITY BEYOND ENCLOSED AREAS. THERE SHALL BE NO ELECTRICAL DISTURBANCE ADVERSELY AFFECTING THE OPERATION AT ANY POINT OF ANY EQUIPMENT OR OTHER THAN THAT OF THE CREATOR OF SUCH DISTURBANCE. DUST OR PARTICULATE MATTER: THE EMISSION OF DUST, FLY, ASH, OR OTHER PARTICULATE MATTER BY ANY USE SHALL BE IN COMPLIANCE WITH AND REGULATED BY THE APPROPRIATE FEDERAL, STATE, OR LOCAL AGENCY. ODORS: THE EMISSION OF ODOR BY ANY USE SHALL BE IN COMPLIANCE WITH AND REGULATED BY THE APPROPRIATE FEDERAL, STATE, OR LOCAL AGENCY. EXPLOSIVES: NO ACTIVITIES INVOLVING THE STORAGE, UTILIZATION, OR MANUFACTURE OF MATERIALS OR PRODUCTS SUCH AS TNT OR DYNAMITE WHICH COULD DECOMPOSE BY DETONATION SHALL BE PERMITTED EXCEPT SUCH AS ARE SPECIFICALLY LICENSED BY THE CITY COUNCIL. NOISE: ALL NOISE SHALL BE MUFFLED SO AS NOT TO BE OBJECTIONABLE DUE TO INTERMITTENCE, BEAT FREQUENCY, OR SHRILLNESS AND AS MEASURED AT ANY PROPERTY LINE IN ACCORDANCE WITH THE DECIBEL LEVELS OUTLINED IN SECTION 106-310 OF THE CITY CODE OF ORDINANCES. PROP. 5'w. (CONC.) WALK PROP. 5'w. (CONC.) WALK I PROP. SAMPLE WELL AFTER GREASE TRAP Texas Accessibility Guidelines: Landscape Chart: (PER THE CITY OF 1_A PORTE - CODE OF ORDINANCES) LANDSCAPE TABLE: SYMBOL: COMMON NAME: SCIENTIFIC NAME: SIZE: # EXIST: # REO'D: # PROP: # TOTAL: (MIN. 5 GAL. SHRUBS, 2" CALIPER TREES) - + + + GRASS - - - - - - PLANTING 0 180 SF. 200 SF. 200 SF. ..-----• STRIP " ,,ii'-'' LIVE OAK QUERCUS VIRGINIANA 36" CALIPER 2 2 0 2 BOXWOOD BUXUS HT. 18"-22" 1 0 20 20 20 SHRUB SEMPERVERINS PER 3' O.C. PARKING LOT REQUIREMENTS PER SECTION 106-800(c.1.e) NUMBER OF PARKING SPACES PROVIDED: 13 NUMBER OF TREES REQUIRED (1 TREE PER 10 PARKING SPACES) = 2 SPECIES OF SHADE TREES PROVIDED AS PARKING LOT LANDSCAPING: 4 PLANTERS REQUIRED (135 SF. PER 10 PARKING SPACES) = (135 SF.) x (1.3) = 180 SF. Occupancy Calculations: OCCUPANCY TYPE: MIXED USE OCCUPANCY (PER SECTION 508) GROUP B = BUSINESS (4,151 SF.) GROUP R-3 = RESIDENTIAL (3,070 SF.) OCCUPANT LOAD: GROUP B = 100 SF./OCCUPNAT (PER SEC, 1004.1) 4,151 SF./10Q SF. = 42 GROUP R-3 = 200 SF./OCCUPANT 3,070 SF./200 SF. = 16 TOTAL OCCUPANT LOAD: 58 PERSONS Site Grading Notes: 1. LOT SHALL BE GRADED TO PROVIDE A POSITIVE DRAINAGE PATH AWAY FROM FOUNDATION. THE FALL SHALL BE A MINIMUM 6 INCHES IN THE FIRST 10 FEET 5% SLOPE PER 2012 IBC. 2. WHERE LOT LINES OR OTHER PHYSICAL BARRIERS PREVENT SLOPING AWAY FROM THE STRUCTURE AT A MINIMUM OF 5% FOR 10 FEET (6 INCHES); SLOPE AWAY AT A MINIMUM OF 5% INTO A SWALE THAT IS SLOPED TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING TO THE STREET R.O.W. THE FINISHED FLOOR ELEVATION SHALL BE AT LEAST 12 INCHES ABOVE THE HIGHEST ELEVATION OF THE BOTTOM OF THIS SWALE. 3. FINISH FLOOR ELEVATION SHALL BE 12 MIN. INCHES ABOVE THE NEAREST SANITARY SEWER MANHOLE OR 4 INCHES ABOVE CROWN OF THE STREET PER LANDSCAPING NOTES: 2012 IBC. 1. LANDSCAPING PER SECTION 106-800. 2. LANDSCAPE FRONTAGE PER 106-443 FOR COMMERCIAL DEVELOPMENT, 3. PLANTING STRIP PER SECTION 106-800(C.1.B&C) - L I II ' 1 II '� � '' r• � '..I � ii v j � I /• �C/�j / I I I III �.j I1 II00 Ci' I1 II J II 00 I� I 1 �1 ALL M.HI 8" S.S. (CITY) _........- .-- REPLACE EXST. METER II � AS HA. T DFIVQ - ---- M.N. W/PROP. 2" TAPP�Q10" �EA'T/WEST `\ u W.L. (CITY) 8„ W.L. (CITY) -- -- &METER W/RPZ ______ ------ j BACKFLOW II PROP. 6" ii I I OVERHEAD PREVENTOR it I' S.S. TAP EAST 125.00' ii POWER LINE I n II BUILDING AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ANSI A 117.1 AND A.D.A.PUBLIC LAW 101-336 HIGHLIGHTED AS FOLLOWED. Chapter 3: Building Blocks. 302 Floor or Ground Surfaces 302.1 General - Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with 302. 302.2Carpet - Carpet or carpet the shall be securely attached and shall have a firm cushion, pod, or backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile height shall be 1/2 inch (13 mm) maximum. Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposed edge. Carpet edge trim shall comply with 303. 303 Changes in Level 303.1 General - Where changes in level are permitted in floor or ground surfaces, they shall comply with 303 303.2Vertical - Changes in level of 1/4 inch (6.4 mm) high maximum shall be permitted to be vertical. 303.313eveled -Changes in level between 1/4 inch (6.4 min) high minimum and 1/2 inch (13 min) high maximum shall be beveled with a slope not steeper than 1 .2. 303.4Ramps - Changes in level greater than 1/2 inch (13 mm) high shall be ramped, and shall comply with 405 or 406. Chooter 4: Accessible Routes. 403 Walking Surfaces. 403.1 General - Walking surfaces that are a part of an accessible route shall comply with 403. 403.2FIoor or Ground Surfaces - Floor or ground surfaces shall comply with 302. 403.3SIope - The cross slope of walking surfaces shall not be steeper than 1:48. 403.4Changes in Level - Changes in level shall comply with 303. 403.5 Clearances - Walking surfaces shall provide clearances complying with 403.5. 403.5.1 Clear Width - Except as provided in 403.5.2 and 403.5.3, the clear width of walking surfaces shall be 36 inches (915 mm) minimum. 404 Doors, Doorways, and Gates. 404.2.5 Thresholds - Thresholds if provided at doorways, shall be 1/2 inch (13 mm) high maximum. Raised thresholds and changes in level at doorways shall comply with 302 and 303, Chapter 7• Communication Elements and Features. 216.4.1 Exit Doors - Doors at exit passageways, exit discharge, and exit stairways shall be identified by tactile signs complying with 703.1, 703.2, and 703.5. 703 Signs. 703.2Raised Characters - Raised characters shall comply with 703.2 and shall be duplicated in braille complying with 703.3. Raised characters shall be installed in accordance with 703.4. 703.2.1 Depth - Raised characters shall be 1/32 'inch (0.8 mm) minimum above their background. 703.2.2 Case - Characters shall be uppercase. 703.2.3 Style - Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. 703.4Installation Height and Location. Height Above Finish Floor or Ground - Tactile characters on signs shall be located 48 inches (1220 mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest tactile character and 60 inches (1525 mm) maximum above the finish floor or ground surface, measured from the baseline of the highest tactile character. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Signs containing tactile characters shall be located so that a clear floor space of 18 inches (455 mm) minimum by 18 inches (455 mm) minimum, centered an the tactile chW ter l i� e>�I# b&g oTl;listhe arc of any door swing between the closed position and 45 degree open position, 70��pltar6f�o�1z�u�lycharacters shall comply with 703.5. EXCEPTION: Where visual characters comply with 703.2 and are acERFff bSbyPi1rollf gpl�flg with 703.3, they shall not be required to comply with 703.5.2 through 703.5.9. Finish and Contrast - Characters and their ac ground shall have a non -glare finish. Characters shall contrast with their background with either light characters on a 3arTi-background or dark characters on a light background. PROP. 6" S.S. LINE PROP, CONC. WHEELSTOPS, TYP. PROP. 300 - GAL. GREASE TRAP I R:1111111111111 II II I P.P PROP. (4) PROP. (2) alp I �I i; PROP. (2) H.C. RE -SEAL METER CANS 12'w x 6'tj PROP. 16'w. -0 PARKING SPACES (ASPHALT) METAL GATES GATE W/SIGNAGE PAVING ¢ o/ In PROP. PROP. - „ PROP. BALCONY ��,5 G,`LG,Y O.A. '(CITY) �.0. t I a) STRIPE APT_-2 - -- - ,vie -- -' ---------------- PROP. ---------- --- �j-o-- . _ , _ _---- - 6 5.5 l� A. 6,, W.L _ H.C. H.C. VAN - TYP. U.N. r �I �; t _Do - 8 7 6 5 4 3 2 1 PROP. » a o » o o 4'w. GM,-1 tl� . PROP. (2) MTLGM-2 !I I IIIII IJII II;II ( 13 ��►/// GAS METERS II 1., II10!Ilil:ik h; !I. r:. I = STAIR P.O.A. • �I J .�. __ i DEMO & C a) ^ :I 6't. WD. - I (GONG.) -� > i, FENCE' REPLACE 12 • t� H C. >i 1 2nd FLOOR ^% of _ �'' PROP. . • . ROOF w - _ ' PLAYGROUND QF--.I _ . _....... .PROP- . ` z (LAc(LANDSCAPE)'. NDSCAPE) '- O BALCONY PROP: 00 APT,-1 EXIST. RE -SEAL 2-STORY o u REPLACE EXIST. 1-STORY WD EX I I MASONRY & WD 1D ASPHALT (5) Cd FRAME BLDG. (CONC. SLAB E.T.R) I I FRAME BLDG I PARKING TYPE III-B (2,112 SF.) l TYPE III-B I SPACES PROP. 5' CONC. I (4,104 SF.) 9 LANDING W/H.C. RAMP I. ' I ' ." ..`. -`. - �..� --; I _ . . . . . CONC. I _ I KI WAIL m WEST 12 10 (COI,NC.) ! I 1 H.C. I 4 j I RAMP SIDEWALKI -- -- - o I00 ° -► _ 8" 18" S.D. CLOSE EXIST. DRIVEWAY PROP. 5'w. (MIN.) REMOVE EXIST. ASPHALT & PROP. 2nd FLR. STORM DRAIN i I APPROACH. PROP. CONC. CURB H.C. RAMP & WALK REPLACE W/PROP. SOD & BALCONY W/(4) INLET 7'T'F212-0329 & SIDEWALK TO MATCH EXIST. TO SIDEWALK LANDSCAPING (700 SF.) COLUMNS & METAL AWNING (APT.-1) • ' ------------------------ - Rs0• •Main(60W W. a Constructon S ite Plan mmm�= • • i 80' NOTE: 1. ALL ITEMS ARE EXIST. UNLESS NOTED PROP. Design Criteria: DESIGN WIND LOAD: 150 MPH (2015 IBC, CHAPTER 26) INCIDENTAL USE AREA: NONE (TABLE 508.2, PG. 80) FIRE RATING OF 0 HOURS BUILDING COMPONENTS: (TABLE 601, PG. 87) WALL RATING AS REQUIRED FOR DISTANCE 0 HOURS SEPARATION TO PROP. LINE: (TABLE 602, PG. 88) MAX. BLDG. AREA: 23,000 SF. (SECTION 503, PG. 76) MAX. BLDG. HT.: 4 STORIES (SECTION 503, PG. 76) DESIGN FLOOR LOAD: 125 LBS. to 250 LBS. (TABLE 1607.1, PG. 286) DESIGN ROOF LOAD: UNIFORM LOAD = 20 PSF. CONCENTRATED = 300 PSF. (TABLE 1607.1, PG. 285) 1 ST FLOOR: BUSINESS = (5,151 SF.) 2ND FLOOR: APARTMENT-1 = 1,800 SF. = (3,135 SF.) APARTMENT-2 = 1,335 SF. BUILDING AREA (TOTAL): (8,286 SF.) BUILDING HEIGHT: 2-STORY BUILDING TYPE: III-8 % SPRINKLER PER IBC 903.2.8 BUILDING GROUP: 1ST FLOOR: GROUP B 100% (WITH R-3 ABOVE) 1ST FLOOR: GROUP B 0% (1-STORY BLDG ONLY) 2ND FLOOR: GROUP R3 100% (ENTIRE 2ND FLOOR) FIRE SEPARATION: 0.5-HR. HORIZONTAL BETWEEN FLOORS (PER IBC 711.2.4.3 EXCEP.) O.5-HR VERTICAL BETWEEN APARTMENTS (PER IBC 708.3) Index (Minor Site Plan) : Al - CONSTRUCTION SITE PLAN A4 - EXTERIOR ELEVATIONS Scone of work: 1. DEMO 2,112 SF. 1-STORY BLDG. 2. PROP. 2,112 SF. 1-STORY BLDG. 3. INTERIOR REMODEL OF 2-STORY EXIST. BLDG. 4. REPLACE EXIST. 2ND FLOOR FLOORING SYSTEM. 3. REPLACE EXIST. 2ND FLOOR ROOF. 4. RE -STRIPE EXIST. CONCRETE PAVING. 5. PROP. MECHANICAL (HVAC) SYSTEMS. 6. PROP. ELECTRICAL SYSTEM. 7. PROP. PLUMBING SYSTEM. 8. PROP. RESTROOMS Flood Statement: THIS TRACT IS IN FLOOD ZONE: 'X' AND IS WITHIN THE 100-YEAR FLOOD PLAIN ACCORDING TO F.E.M.A. MAP # 48201 CO945M, DATED JANUARY 06. 2017. Parkin - (PER THE CITY OF LA PORTE - CODE OF ORDINANCES) PARKING TABLE STANDARD PARKING SPACES REQUIRED: 6 R3 TOTAL. GROUP B (4 MIN.) + (1 PER 1,000 SF.) GROUP R3 (2 PER RESID.) x (2 RESID.) 9 + 4 = 13 STANDARD PARKING SPACES PROVIDED 9 + 4 = 13 ACCESSIBLE PARKING SPACES REQUIRED 1 + 0 = 2 PARKING NOTES: 1. STANDARD PARKING SPACE - 9' x 18' W/25' (MIN.) DRIVE AISLES. 2. PARKING REQUIREMENTS AS OUTLINED PER ARTICLE VI, CHAPTER 106. 3, PARKING RATIO PER SECTION 106-839. 4. ACCESSIBLE PARKING PER ADA/TEXAS ACCESSIBILITY STANDARDS, DRIVEWAY NOTES: 1. DRIVEWAY ACCESS PER HARRIS COUNTY AND/OR TXDOT APPROVAL FOR ALL ACCESS ONTO PUBLIC ROADWAYS MAINTAINED BY SAID ORGANIZATION. 2. DRIVEWAY ACCESS POINTS PER SEC. 106-835, FIG. 10-2 & 10-3. 3. DRIVEWAY APPROACH SHALL BE (MAX. 5%) SLOPE. - S- tFa � 0, L�'` +4;{ p r £t�s t i%SYP. „..,.f .} I+'++€tj ! � r �7X'^^f1 x. j+ v t� k.^4,nr?� i.*' vr`73t.Rr:Gx aali#. k 'iq ak Z , ryy '� r fy �S _?s - F 'N. Ii.� 'P I«�m`7, ,s� �t r"14]�t. _:... ,..,. •'.i I i ,' v„f sir i�' i G h.��.ai xs.f '�Z f• 2, as�l {. ,, is r� ww _ r• q1 , -'�wd�ri:, .t.u3i5.. P." '"'.�.^.+-mSa3',4 W C �.s• �gur kri ,�w,;':� �'3 'y I '�ri ,. • �a��:,*:s S'�is"it� °'v�G ��i= � f:,h�#. �t�.z�`::, :�i „�?, �. n,�+„� . •� �"�; �3 st'"^rtL�'�-£�ar•��'YSi '�'4S`?.t� ,ti,�i.. » g�v,""#p�_ 3'."�'�S^�:� ��FT",`• �.A 'it.. "'ijk`�..*•' £'} `T.�S%� .51• City GIMS Mapping (NOT TO SCALE) Site Data Table: NAME OF DEVELOPMENT: THE CHAMBERS BUILDING TYPE OF DEVELOPMENT: REMODEL EXIST. MIXED USE BUILDING LEGAL DESCRIPTION: LOTS 18 19 20 & 21 & S 1`4 FT OF LOT 22 BLOCK 60 LA PORTE, TX. ADDRESS OF SITE: 100 W MAIN ST. LA PORTE, TX 77571 SIZE OF LOT/PROPERTY: 14,250 SF. (0.327 AC.) BUIDLING FOOTPRINT: 5,151 SF. LOT COVERAGE: 36.1 % ZONING OF THE SITE: MAIN STREET DISTRICT AUTHORIZED AGENT: VIRGINIA & BILLY JACK TALTON, JR. HCAD: 0231930000042 NAICS CODE: (REAL ESTATE PURPOSES ONLY) SPEC BUILDING Buildine Codes: 2012 INTERNATIONAL BUILDING CODE (IBC) 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2012 UNIFORM MECHANICAL CODE (UMC) 2012 UNIFORM PLUMBING CODE (UPC) 2011 NATIONAL ELECTRICAL CODE (NEC) W/LOCAL AMENDMENTS 2015 INTERNATIONAL FIRE CODE (IFC) W/ADOPTED AMENDMENTS TO FIRE CODE City Approving Authority Certificate: This is to certify that on ---------- day of ---------- 2020 the City of Lo Porte, Texas, has approved this site pion and development of THE CHAMBERS BUIDLING in conformance with the ordinances of the City of La Porte. By: ---- / -------- Director, Planning & Development By: ---- w =- ------------------- City Planner By:�-------------- City Engineer Owners Certificate: I MARIOS S. CAMPISE, as Owners of the 14,250 SF. (0.327 AC.) tract described in the above and foregoing site plan of THE CHAMBERS BUILDING do hereby establish said development of said property according to all lines, dedications, restrictions and notations on said site plan. I MARIOS S. CAMPISE further certify that all improvements shown on said site plan shall be constructed in the locations shown. ADDITIONAL PARAGRAPHS TO BE ADDED AS APPROPRIATE - When development contains natural drainage ways such as bayous, creeks, gullies, ravines, draws or drainage ditches: FURTHER, Owners agree to keep all of the property within the boundaries of this site plan and adjacent to any drainage easement, ditch, drainage ways and easements clear of fences, buildings, planting and other obstructions to the operations and maintenance of the drainage facility and that such abutting property shall not be permitted to drain directly into this easement except by means of an approved drainage structure. - When private streets and utilities are estoblished with n the site plan: FURTHER,Owners agree that those streets and utilities locat ed within the boundaries of this sit e plan specifically noted as private, shall be maintained as private streets and utilities by the owners, heirs, successors and assigns and, further, that said private streets shall always be available for the general use of the public for firemen, firefighting equipment, police and other emergency vehicles of whatever nature at all times.. When owner is an individual or individuals WITNESS my (or our) hand in the City of --------------, --- ---------- this day of--------, 2020. (Name of Owner/s) When owner is a company or corporation orat' on In TESTIMONY WH EROF the ) coin an of Name has ( co mpany) caused these presents to be signed by (Name of President), its President thereunto authorized, attested by its Secretary (or authorized trust officer), (Name of Secretary of -t},L�ry trust officer), and its common seal hereunto affixed by this ------__--days 2020. .-Q........ e . B i y� -- C/ "............ *pN 0 (name of owner - MARIOS S. CAMPISE # S� ../ A. EY \0 i go29 V RppN "$ irk Z®� I.O., C10EN�',�Cap,; ��rwFss ---------- Civil Engineer I, "_ r� • 1, �M REGISTERED UNDER THE LAWS OF TEXAS TJPRACTICE THE PROFESSION OF ENGINEERING JQ- AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS TRUE AND CORRECT AS TO PROPOSED SITE iMPROVEMENTS. a�--C;=IVED OCT Q 6020I U TEXAS REGIS TION NO. B1: This is to certify that the City of Lo Porte, Texas has approved this site plan and development of THE CHAMBERS BUILDING in conformance with the laws of the State of Texas and the ordinances of the City of La Porte. Design: =' B. Jack Talton Jr. 1906 Du Barr Ln, Y Houston, TX 77018 ARCHITECTURE 713.320.9780 DESINC/PERAffr'MCC billyjacktalton@hotmail.com Engineering: TRINITY BAY ENGINEERING General Contractor: ASPENDORA CONTRACTORS Owner: MARIONS. CAMPISE Project: THE CHA�/IBERS BUILDING Legal Description: LOTS 18 19 20 & 21 & S 14 FT OF LOT 22 BLOCK 60 LA PORTE, HCAD: 0231930000042 Issued For: Sheet Name: Construction Site Plan 02.11.20 P,A.I<. MTG. 10.06.20 MINOR SITE PLAN, RE-SUBMITTAL-3 07.15.20 ENHANCE DEVELOPMENT REVIEW Scale: 1" = 20'-0" 07.15.20 ENHANCEMENT GRANT PROGRAM Rodney Slaton, P.E. 911 S. 8th STREET LA PORTE, TEXAS 77571 281.515.1065/281.827.3929 cell rodney@trinityboyengineering.com TBPE # 18351 IMARTY' 1902 Roscoe Lo Porte, TX 77571 713.283.4013 compisemorty@yahoo.com 07.27.20 MINOR SITE PLAN, SUBMITTAL-1 Sheet Number. A 1 Bryan Moore 511 South Utah St. LaPorte, TX 77571 281.932.3125 bryon@as endora.com 08.03.20 MINOR SITE PLAN, SUBMITTAL ) {REV. PER H.C. R.O.W. REVIEW) 08.17.20 MTG @CHAMBER OF COMMERCE 100 W Main Street, Lo Porte, TX. 77571 09.15.20 MINOR SITE PLAN, RE-SUBMITTAL-2 Abbreviations: A.F.F. ABOVE FINISH FLOOR CL. CENTERLINE CLR. CLEAR F.F. FINISH FLOOR F.V. FIELD VERIFY O.C. ON CENTER PROP. PROPOSED RE: REFERENCE TYP. TYPICAL U.N. UNLESS NOTED D. DEMOLITION E./E.T.R. EXISTING N. NEW R. REPLACE EXIST. W/ EXISTING DR. DOOR WIN. WINDOW Legend: CROSS SECTION, RE: DETAIL, SHE[ AA EXIST. WALL TO REMAIN PROP. INTERIOR WALL ®®®®®® FIRE RATED DEMISING WALL 0 DOOR NUMBER, RE: SCHEDULE, SI 0 WINDOW TYPE, RE: SCHEDULE, SH'. NOTE: 1... ALL ITEMS ARE EXISTING UNLESS NOTED 'PROPOSED'. 2... ANY DISCREPANCIES MUST BE NOTED IN WRITING TO THE OWNER AND APPROVED IN WRITING. 3... CONTRACTORS MUST FIELD VERIFY ALL CONDITIONS OF WORK PRIOR TO COMMENCEMENT OF ANY WORK. rel DESIGN: B.J.TALTON 1906 Du Barry Ln. Houston, TX 77018 713.320.9780 billyjacktalton@hotmail.com ENGINEERING: TRINITY BAY ENGINEERING Rodney Slaton, P.E. 911 S. 8th St. La Porte, TX 77571 TBPE # 18351 OFAw ®* *.�A ®..........................................:....: o RODNEY LEE SLATON: p 90298 It1 �0.� Z/CENS�-9 �N1 SEAL the seal appearing on this document was authorizedby: on rodney@trinityboyengineering.com PROJECT: THE CHAMBERS BUILDING 100 W Main St. La Porte, TX 77571 PROJECT MANAGER: ASPENDORA CONTRACTORS Bryan Moore 511 South Utah St. La Porte, TX 77571 281.932.3128 bryan@aspendora.com OWNER: MARION S . CAMPISE 'MARTY' 1902 Roscoe La Porte, TX 77571 713.283.4013 campisemarty@yahoo.com LEGAL DESCRIPTION: LOTS 18 19 20 & 21 & S 14 FT OF LOT 22 BLOCK 60 LA PORTE, HCAD: 0231930000042 DATE: For Review: 10.22.20 DRAWN BY: B.J.T. CHECKED BY: M.C. B.M. R.S. SCALE: 3/16" = V-0" SHEET NO.: (Ground Level) -Construct10 ion Floor Plan Abbreviations A.F.F. ABOVE FINISH FLOOR CL. CENTERLINE CLR. CLEAR F.F. FINISH FLOOR F.V. FIELD VERIFY O.C. ON CENTER PROP. PROPOSED RE: REFERENCE TYP. TYPICAL U.N. UNLESS NOTED D. DEMOLITION E./E.T.R. EXISTING N. NEW R. REPLACE EXIST. W/ EXISTING DR. DOOR WIN. WINDOW NOTE: 1... ALL ITEMS ARE EXISTING UNLESS NOTED 'PROPOSED'. 2... ANY DISCREPANCIES MUST BE NOTED IN WRITING TO THE OWNER AND APPROVED IN WRITING. 3... CONTRACTORS MUST FIELD VERIFY ALL CONDITIONS OF WORK PRIOR TO COMMENCEMENT OF ANY WORK. 35'-0" o I (2nd Level) - Construction Floor Plan DESIGN: i B . J. TALTON 1906 Du Barry Ln. Houston, TX 77018 713.320.9780 billyjacktalton@hotmail.com ENGINEERING: TRINITY BAY ENGINEERING Rodney Slaton, P.E. 911 S. 8th St. La Porte, TX 77571 TBPE # 18351 OF ............................................... . RODNEY LEE SLATON .............................. I ............ .... . ��p o'• 90298 SEAL the seal appearing on this document was ,qtl�oizecl on rodney@trinityboyengineeri'ng.com PROJECT: THE CHAMBERS BUILDING 100 W Main St. La Porte, TX 77571 PROJECT MANAGER: ASPENDORA CONTRACTORS Bryan Moore 511 South Utah St. La Porte, TX 77571 281.932.3128 bryan@aspendora.com OWNER: MARION S. CAMPISE 'MARTY' 1902 Roscoe La Porte, TX 77571 713.283.4013 compisemarty@yahoo.com LEGAL DESCRIPTION: LOTS 18 19 20 & 21 & S 14 FT OF LOT 22 BLOCK 60 LA PORTE, HCAD: 0231930000042 DATE: For Review: 10.22.20 DRAWN BY: B.J.T. CHECKED BY: M.C. B.M. R.S. SCALE: 3/16" = V-0" SHEET NO.: A3 0 Abbreviations: A.F.F. ABOVE FINISH FLOOR CL. CENTERLINE CLR. CLEAR F.F. FINISH FLOOR F.V. FIELD VERIFY O.C. ON CENTER PROP. PROPOSED RE: REFERENCE TYP. TYPICAL U.N. UNLESS NOTED D. DEMOLITION E./E.T.R. EXISTING N. NEW R. REPLACE EXIST. W/ EXISTING DR. DOOR WIN. WINDOW (EXTERIOR —ENTRY) (PR) 3070 1/2 WOOD DOORS ALUMINUM FRAME WEATHERSTRIP THRESHOLD 1 /4" TEMP. LOW-E DBL. GLASS SCHLAGE TYPE KEY SET Finish Material Specifications: MATERIAL SPECIFICATIONS CONC-1 EXPOSED CONCRETE SLAB CLG.-1 DROP -CEILING W/2'x2' HUMIGUARD REVEALED EDGE TEGULAR CLG.-2 DROP -CEILING W/2'x2' HUMIGUARD REVEALED EDGE TEGULAR SUITABLE FOR WET LOCATIONS. CT-1 CERAMIC TILE (6"x6" WALL TILE) CT-2 CERAMIC TILE (4"x4") BATH/SHOWER ENCLOSURE - FLOOR TO CEILING. WATER CLOSET WALL - 48" WAINSCOT. CT-3 CERAMIC TILE (12"x12" FLOOR TILE) GYP.-1 1/2" TYPE 'X' GYPSUM BOARD GYP.-2 5/8" TYPE 'X' GYPSUM BOARD GYP.-3 5/8" TYPE 'X' GYPSUM BOARD (SUITABLE FOR WET LOCATIONS) PT-1 1-COAT PRIMER, 2-COATS SEMI -GLOSS, LATEX ENAMEL B66-200 SERIES (SEMI -GLOSS) BY SHERWIN WILLIAMS PT-2 1-PRIMER COAT OVER LIGHT ORANGE -PEEL TEXTURE W/ 2-EGGSHELL FINISH COATS OF SATIN LATEX ENAMEL PAINT - WHITE PT-3 2-COATS SEMI -GLOSS INDUSTRAL SPRAY - BLACK FRP FPR FULL HGT OVER 5/8" GREEN BD CLG-3 VINYL FACED GYP BD RBC-1 4" ROPPE BASE W/COVE WDB-1 3-1/4" WOOD BASE W/SHOE MOLDING VP-1 VINYL PLANK FLOORING METAL DOOR — GENERAL NOTES: 1. ALL DOORS ARE NEW, UNLESS NOTED OTHERWISE. 2. ENTRY DOORS TO HAVE SIGN: 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". 3. EXTERIOR DOORS SHALL BE WIND RATED TO WITHSTAND MAX. WINDSPEED OF 150 MPH. 4. ALL DOOR HARDWARE: H.C. ACCESSIBLE BY SCHLAG, OR EQUAL) WITH LEVER HANDLES MOUNTED NOT MORE THAN 42" ABOVE FINISH FLOOR. 5. EXTERIOR DOORS SHALL HAVE AN OPERABLE FORCE LESS THAN 8.5 LBS. 6. INTERIOR DOORS SHALL HAVE AN OPERABLE FORCE LESS THAN 5 LBS. * 3'-0' (EXTERIOR —ENTRY) (PR) 3070 WOOD DOORS ALUMINUM FRAME WEATHERSTRIP THRESHOLD 1 /4" TEMP. LOW-E DBL. GLASS PUSH/PULL DEADBOLT (THUMB TURN / KEYWAY) CLOSURE SIGN ON DOOR: "MUST REMAIN UNLOCKED DURING BUSINESS HOURS" METAL DOOR — RETURN DETAIL: NOTE: 1... ALL ITEMS ARE EXISTING UNLESS NOTED 'PROPOSED'. 2... ANY DISCREPANCIES MUST BE NOTED IN WRITING TO THE OWNER AND APPROVED IN WRITING. 3... CONTRACTORS MUST FIELD VERIFY ALL CONDITIONS OF WORK PRIOR TO COMMENCEMENT OF ANY WORK. METAL J-BEAD MAINTAIN 5/8" TYPE 'X' SHEETROCK -1 /4" Room Finish Schedule: AREA ROOM FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING NOTES: TYPE HEIGHT THE RECEPTION CONC-1 RBC-1 PT-1 PT-1 PT-1 PT-1 CLG-1 10'-0" CHAMBERS WAITING-1 CONC-1 RBC-1 PT-1 PT-1 PT-1 PT-1 CLG-1 10'-0" (GROUP B) WAITING-2 CONC-1 RBC-1 PT-1 PT-1 PT-1 PT-1 CLG-1 10'-0" BOARD ROOM CONC-1 RBC-1 PT-1 PT-1 PT-1 PT-1 CLG-1 10'-0" OFFICE-1 CONC-1 RBC-1 PT-1 PT-1 PT-1 PT-1 CLG-1 10'-0" OFFICE-2 CONC-1 RBC-1 PT-1 PT-1 PT-1 PT-1 CLG-1 10'-0" OFFICE-3 CONC-1 RBC-1 PT-1 PT-1 PT-1 PT-1 CLG-1 10'-0" KITCHEN CONC-1 RBC-1 PT-1 PT-1 PT-1 PT-1 CLG-1 10'-0" STORAGE CONC-1 RBC-1 PT-1 PT-1 PT-1 PT-1 CLG-1 10'-0" MENS ROOM CONC-1 RBC-1 PT-1/CT-1 PT-1/CT-1 PT-1/CT-1 PT-1/CT-1 CLG-2 10'-0" 1, 2 WOMENS ROOM CONC-1 RBC-1 PT-1/CT-1 PT-1/CT-1 PT-1/CT-1 PT-1/CT-1 CLG-2 10'-0" 1, 2 VAULT CONC-1 RBC-1 PT-1 PT-1 PT-1 PT-1 EXPOSED CONCRETE 10'-0" DINING CONC-1 RBC-1 PT-1 PT-1 PT-1 PT-1 CLG-1 10'-0" GOODIES (GROUP B) SERVING CONC-1 RBC-1 PT-1 PT-1 PT-1 PT-1 CLG-1 10'-0" STORAGE CONC-1 RBC-1 PT-1 PT-1 PT-1 PT-1 EXPOSED - KITCHEN CONC-1 RBC-1 FRP FRP FRP FRP CLG-3 10'-0" MENS ROOM CONC-1 RBC-1 PT-1/CT-1 PT-1/CT-1 PT-1/CT-1 PT-1/CT-1 CLG-2 10'-0" 1, 2 WOMENS ROOM CONC-1 RBC-1 PT-1/CT-1 PT-1/CT-1 PT-1/CT-1 PT-1/CT-1 CLG-2 10'-0" 1, 2 KITCHEN VP-1 WDB-1 PT-2 PT-2 PT-2 PT-2 PT-1 LIVING ROOM VP-1 WDB-1 PT-2 PT-2 PT-2 PT-2 PT-1 APT. -1 DINING ROOM VP-1 WDB-1 PT-2 PT-2 PT-2 PT-2 PT-1 & APT-2 VANITY CT-1 WDB-1 PT-2 PT-2 PT-2 PT-2 PT-1 (GROUP R3) BATHROOM CT-1 WDB-1 PT-2/CT-2 PT-2/CT-2 PT-2/CT-2 PT-2/CT-2 PT-1 BEDROOM(S) VP-1 WDB-1 PT-2 PT-2 PT-2 PT-2 PT-1 BEDROOM CLOSET(S) VP-1 WDB-1 PT-2 PT-2 PT-2 PT-2 PT-1 COAT CLOSET VP-1 WDB-1 PT-2 PT-2 PT-2 PT-2 PT-1 NOTES: 1. CT-1 WAINSCOAT TO 48" A.F.F. W/2" CAP TRIM, PT-1 ABOVE TO CEILING. 2. FRAMING CONTRACTOR TO INSTALL ALL BLOCKING FOR RESTROOM GRAB BARS, TOILETS, LAVATORIES, & MOP SINK. (EXTERIOR —ENTRY) O 3070 ALUMINUM STOREFRONT ALUMINUM FRAME WEATHERSTRIP THRESHOLD 1 /4" TEMP. LOW-E DBL. GLASS SCHLAGE TYPE KEY SET PANIC BAR CLOSURE NO PULL ON OUTSIDE Door Types: RATED �nnninn�n� (EXTERIOR —EXIT) 3070 HOLLOW METAL DOOR ALUMINUM FRAME WEATHERSTRIP THRESHOLD SCHLAGE TYPE KEY SET PANIC BAR W/ PULL ON OUTSIDE CLOSURE DOOR, WINDOW, & CASED OPENING HEADER SCHEDULE: 0' to 4'-6" 2-2x6 W/ 1/2" PLYWD. 4'-6" to 6'-0" 2-2x8 W/ 1/2" PLYWD. 6'-0" to 7'-6" 2-2x10 W/ 1/2" PLYWD. 7'-6" to 9'-0" 2-2x12 W/ 1/2" PLYWD. over 9'-0" SEE PLAN �` 3'-01,�` (OFFICE) 3080 1-3/4" THICK SOLID CORE WOOD DOOR DOOR JAMB: L.P. KEYED LOCKSET - ADA LEVER TYPE. 4-PAIRS OF NICKEL HINGES. (RESTROOM) 3080 1-3/4" THICK SOLID CORE WOOD DOOR DOOR JAMB: L.P. 4-PAIRS OF NICKEL HINGES. DOOR CLOSURE PUSH / PULL 3' 0' HFAn HT L13 - 0 I i� SILL HT. 0 I FINISH FLOOR N-i— GRADE/PAVING (D 3050 FIXED WINDOW ALUMINUM STOREFRONT IMPACT RESISTANT - 150MPH PPAn PT 0 Lj SILL HT. .1 0 I - FINISH FLOOR�� GRADE/PAVING 3040 PASS-THRU WINDOW TEMPERED GLASS ALUMINUM FRAME 1. ALL WINDOWS ARE NEW, UNLESS NOTED OTHERWISE. 2. WINDOW RATING: R65-R80, C80-HC100. 3. WATER PENETRATION RESISTANCE: 12.0 PSF. 4. AIR INFILTRATION AT 25MPH: 0.03 CFM. 5. ENERGY RATED WITH LOW E / ARGON GLASS. 6. THERMAL TRANSMITTANCE (U FACTOR): 0.028. 7. SOLAR HEAT GAIN (SHGC): 0.29. 8. VISIBLE LIGHT TRANSMITTANCE (VT): 0.49 9. CONDENSATION RESISTANCE FACTOR: 63.0 10. WIND RATED W/150 MPH IMPACT RESISTANT GLASS 16'-0" (EXTERIOR — OVERHEAD) Window Types: 3' -0" 44p-An uT uJ 0 I i� SILL HT. � 0 I FINISH FLOOR GRADE/PAVING 3050 SINGLE HUNG ALUMINUM FRAME DIVIDED LITE IMPACT RESISTANT - 150MPH 3'-0" HFAn I4T 16' x 7' OVERHEAD DOOR (STEEL SECTIONAL) ELECTRIC MOTOR HOIST. MAN DOOR: INTEGRATED 3070 HOLLOW METAL DOOR. FULL WEATHER STRIPPING. ADA THRESHOLD. ADA LEVER TYPE HARDWARE. KEYED THUMB LOCK. in 0 I I SILL HT. FINISH FLOOR N- GRADE/PAVING 3050 FIXED WINDOW ALUMINUM STOREFRONT RATED GLASS 3'-0" HEAD HT. 0 ro -1) SILL HT. I O I i� 0 I �t- FINISH FLOOR GRADE/PAVING (D 3030 SINGLE HUNG ALUMINUM FRAME IMPACT RESISTANT - 150MPH HEAD HT 0 I SILL HT. 0 I i� 0 I FINISH FLOOR GRADE/PAVING 3030 FIXED ALUMINUM FRAME TEMPERED GLASS IMPACT RESISTANT - 150MPH DESIGN: B . J. TALTON 1906 Du Barry Ln. Houston, TX 77018 713.320.9780 billyjacktalton@hotmail.com ENGINEERING: TRINITY BAY ENGINEERING Rodney Slaton, P.E. 911 S. 8th St. La Porte, TX 77571 TBPE # 18351 ® * ........... *#��) ®® RpOC1EY SEE Sl.fi .....:...........9G298 �; ....... aC =SEA L G the seal appearing on this document was authorized by: r on rodney@trinityboyengineering.com PROJECT: THE CHAMBERS BUILDING 100 W Main St. La Porte, TX 77571 PROJECT MANAGER: ASPENDORA CONTRACTORS Bryan Moore 511 South Utah St. La Porte, TX 77571 281.932.3128 bryan@aspendora.com OWNER: MARION S. CAMPISE MARTY' 1902 Roscoe La Porte, TX 77571 713.283.4013 campisemarty@yahoo.com LEGAL DESCRIPTION: LOTS 18 19 20 & 21 & S 14 FT OF LOT 22 BLOCK 60 LA PORTE, HCAD: 0231930000042 DATE: For Review: 10.22.20 DRAWN BY: B.J.T. CHECKED BY: M.C. B.M. R.S. SCALE: AS SHOWN SHEET NO.: A4 Abbreviations: A.F.F. ABOVE FINISH FLOOR CL. CENTERLINE CLR, CLEAR F.F. FINISH FLOOR F.V. FIELD VERIFY O.C. ON CENTER PROP. PROPOSED RE: REFERENCE TYP. TYPICAL U.N. UNLESS NOTED D. DEMOLITION E./E.T.R. EXISTING N. NEW R. REPLACE EXIST, W/ EXISTING DR. DOOR WIN. WINDOW •` � 1 17.1 { (i` WOOD FRAMING 1 /2" TYPE 'X' GYP. BD. -� DOUBLE TOP PLATE, ANCHOR @ 32" O.C. (MIN.) - FIBERGLASS INSULATION (FACED) �— TYP. WALL PARTITION: 2x4 WD. STUDS @ 16" O.C., TYP. U.N. PLUMBING WALL: 2x6 WD. STUDS @ 16" O.C., TYP. U.N. ONE (1) LAYER OF 1 /2" TYPE X' GYPSUM BOARD, BOTH SIDES ANCHOR BASE PLATE @ 32" O.C. TREATED 2x BASE PLATE FLOOR COVERING AS SCHEDULED 0 SECTION VIEW Wall Partition 'A' 2ND FLOOR .•14 5/8" TYPE 'X' GYP. BD. -� DOUBLE TOP PLATE, ANCHOR @ 32" O.C. (MIN.) - FIBERGLASS INSULATION (FACED) �- TYP. WALL PARTITION: 2x4 WD. STUDS @ 16" O.C., TYP. U.N. PLUMBING WALL: 2x6 WD. STUDS @ 16" O.C., TYP. U.N. ONE (1) LAYER OF 5/8" TYPE X' GYPSUM BOARD, BOTH SIDES ANCHOR BASE PLATE @ 32" O.C. TREATED 2x BASE PLATE FLOOR COVERING AS SCHEDULED SECTION VIEW Wall Partition 'B' (1-HOUR FIRE RATED) 1 ST FLOOR s.; t ,•` r� � MS �' e 1 \\1\51 "/ ' ,A { ... '� ' S I -2 yo ' - a...+•...._•-+vJ..n•'+tsnv-^.�.J...i•�...-Svc:mae_....,I,'<..•.8w.,�.}ia—�.........._ .._..—w_..r..i:.+�..u,• • NOTE: 1... ALL ITEMS ARE EXISTING UNLESS NOTED 'PROPOSED'. 2... ANY DISCREPANCIES MUST BE NOTED IN WRITING TO THE OWNER AND APPROVED IN WRITING. 3... CONTRACTORS MUST FIELD VERIFY ALL CONDITIONS OF WORK PRIOR TO COMMENCEMENT OF ANY WORK. Uo; s ;It 1 •;, ;r/J ► 1ft' i> iG G �1 f � f , Gv-Dsum Greenboard PROVIDE 5/8" GYPSUM BOARD MANUFACTURED TO MEET ASTM C1396 SECTION 7, CSA—A82.27—M, AND FEDERAL SPECIFICATIONS SS—L-30D, TYPE VII GRADE. GYPSUM BOARD IS DESIGNED TO PROVIDE EXTRA PROTECTION AGAINST MOLD AND MILDEW PER ASTM D3273. ('STANDARD TEST METHOD FOR RESISTANCE TO GROWTH OF MOLD ON THE SURFACE OF INTERIOR COATINGS IN AN ENVIRONMENTAL CHAMBER"). PROVIDE IN AREAS OF HIGH HUMIDITY INTERIOR — KITCHENS, BATHROOMS, BASEMENTS AND LAUNDRY ROOMS, THIS BOARD MAY BE USED IN WET AREAS BEHIND TILE, SUCH AS TUB AND SHOWER AREAS PER IBC SECTION 1210.2.2. GYPSUM BOARD — 5/8" THK. UL CLASSIFIED ELIGIBLE FOR USE IN DESIGN NO. L501 , G512, OR U305. NOMINAL 5/8" THK. WALL BOARD, 4' WIDE, PAPER SURFACED, WITH BEVELED SQUARE, OR TAPERED EDGES, APPLIED VERTICALLY. GYPSUM BOARD FASTENED 6 IN. O.C. AT JOINTS AND EDGES AND 12" O.C. IN HTE FIELD W/NO. 6x1-5/8" LONG BUGLE HEAD DRYWALL SCREWS w _• Sim fimmE C Corr ops. pmefs or fim4ox panels swww•►tts wsww.wwsws�+�rw..w.w.�us�•....�+s►rsasss:.s.swaw.asw. —2X4wed sL;ds16"O.c.on2x6wm me 51 S- C-23 77 TOP VIEW Wall Partition'C' (2-HOUR FIRE RATED) UL DES. U360 Section Detail '2-A' .......... i •'�i 1 � � �� � � �' yif Syr'! �y� a X �J f DESIGN: i B.J.TALTON 1906 Du Barry Ln. Houston, TX 77018 713.320.9780 billyjacktalton@hotmail.com ENGINEERING: TRINITY BAY ENGINEERING Rodney Slaton, P.E. 911 S. 8th St. La Porte, TX 77571 TBPE # 18351 * : ....................�j� SLA O\i ® RO'JNP ( LE- ................: ....� r 9=� SEAL the seal appearing on this document was thorized by: on rodney@trinityboyengineering.com PROJECT: THE CHAMBERS BUILDING 100 W Main St. La Porte, TX 77571 PROJECT MANAGER: ASPENDORA CONTRACTORS Bryan Moore 511 South Utah St. La Porte, TX 77571 281.932.3128 bryan@aspendora.corn OWNER: MARION S. CAMPISE 'MARTY' 1902 Roscoe La Porte, TX 77571 713.283.4013 campisemarty@yahoo.com LEGAL DESCRIPTION. LOTS 18 19 20 & 21 & S 14 FT OF LOT 22 BLOCK 60 LA PORTE, HCAD: 0231930000042 DATE: For Review: 10.22.20 DRAWN BY: B.J.T. CHECKED BY: M.C. B.M. R.S. SCALE: AS SHOWN SHEET NO.: A5 i Abbreviations: A.F.F. ABOVE FINISH FLOOR CL. CENTERLINE CLR. CLEAR F.F. FINISH FLOOR F.V. FIELD VERIFY O.C. ON CENTER PROP. PROPOSED RE: REFERENCE TYP. TYPICAL U.N. UNLESS NOTED D. DEMOLITION E./E.T.R. EXISTING N. NEW R. REPLACE EXIST. W/ EXISTING DR. DOOR WIN. WINDOW C, I i r - i - 1. OPENME TO �' 2 BEYOqD fl I +' I r- r`- -- -------------- OPEN TO ,... 2 BEYOND N. D.S. TOP OF -PARAPET ARCH - TOP OF PARAPET WALL REFINISH PLASTER — TOP OF ROOF Q 2nd FLR. CLG_ — I I a I cc I i-4-2nd FIN. FLR. FLR. CLG, PROP. COLUMN 24" SILL HT 1 st FIN. FLR GRADE M"A NOTE: 1... ALL ITEMS ARE EXISTING UNLESS NOTED 'PROPOSED'. 2... ANY DISCREPANCIES MUST BE NOTED IN WRITING TO THE OWNER AND APPROVED IN WRITING. 3... CONTRACTORS MUST FIELD VERIFY ALL CONDITIONS OF WORK PRIOR TO COMMENCEMENT OF ANY WORK. TOP OF PARAPET ARC C, I PROP. EXTERIOR FINISH SYSTEM TOP OF PARAPET ARCH PROP. PREFINISHED (EIFS) OVER THIN BRICK — - - - — ALUMINUM DOWNSPOUT EXIST. EXTERIOR ARCHED TRIM @ TOP OF PARAPET WALL W/SCUPPER, TYP. MASONRY WINDOWS, TYP. — - - -- C, 77 r I LC i. TOP OF ROOF ------------------------- -------------------------- ---- - - -------------------- -- - - - - --- - - - - - --I. 2nd FLR. CLG. _ :I z - N N Z- �_; 7= N Cr N — f, 24, , SILL HT. :.:....:.:.:......... .. -f' 2nd- FIN. - FLR. ---------------------------------------- - - - - - - - I LC _ - I I F N., N. - N. --\ - N. - - 24 _SILL HT_ D.S. 1 st FIN. FLR. GRADE 1 F _n 1 F _n 1 F _n 1 F -n 1_n East Elevation — PROP. SIGNAGE PROP. STONE CAP PROP. ROOF PARAPET ' WALL EXTENSION —PROP. BALCONY W/AWNING BEYOND PROP. CANOPY AWNING TITT t- l r •1: N N. N.! C, I PROP. MTL. STAIR West Elevation PROP, SIGNAGE — PROP. STONE CAP PROP. ROOF PARAPET WALL EXTENSION PROP. STUCCO PROP. BALCONY FINISH SYSTEM PROP. SIGNAGE W/AWNING BEYOND OVER EXIST. PROP. STONE CAP i EXTERIOR WOOD FRAMING L OPEN PROP. CANOPY AWNING IBEYMI eedies ---r--"--------------- - -till - --�7-- I 6<1 I jN N N. - N N. N. N. N. N. N. 'ar II (1-STORY BLDG. IN FOREGROUND) PROP. EXTERIOR FINISH SYSTEM (EIFS) OVER EXIST, EXTERIOR PROP. PRE -FORMED CORNICE MASONRY TOP OF PARAPET ARCH TOP OF PARAPET WALL The - - - I. REFINISH PLASTER ' A S D UILDII Lf .,t .,. j 'TOP OF ROOF ��_�2nd FLR. CLG. -- ---- ----- - - - I PROP. IRONWORK i ►i 1�I -- ---- ----- IOU— — I L: C— I i I I f r r l - I f IIIftEllJ t I i f' N �- I - N. In li I �,-a„ �,-o„ South Elevation C PROP. GUARDRAIL 1j C PROP. BALCONY ,2nd FIN. FLR._ 1st FLR. CLG. PROP. COLUMN 24 SILL HT. 1st FIN_. FLR._ GRADE 0 2 C LC C, C, I DESIGN: B.J.TALTON 1906 Du Barry Ln< Houston, TX 77018 713.320.9780 billyjacktalton@hotmail.com ENGINEERING: TRINITY BAY ENGINEERING Rodney Slaton, P.E. 911 S. 8th St. La Porte, TX 77571 TBPE # 18351 oFT }3i.. 11 RO©N�Y..�EC. S�. .. .�O�I >: 4 SEA L the seal appearing on this document was authorized by: l - f^,s� on rodne Y Qtrinit ba en ineerin .com Y Y 9 9 PROJECT: THE CHAMBERS BUILDING 100 W Main St. La Porte, TX 77571 PROJECT MANAGER: ASPENDORA CONTRACTORS Bryan Moore 511 South Utah St. La Porte, TX 77571 281 .932.3128 bryan@aspendora.cam OWNER: MARION S. CAMPISE 'MARTY' 1902 Roscoe La Porte, TX 77571 713.283.4013 campisemarty@yahoo.com LEGAL DESCRIPTION: LOTS 18 19 20 & 21 & S 14 FT OF LOT 22 BLOCK 60 LA PORTE, HCAD: 0231930000042 DATE: For Review: 10.22.20 DRAWN BY: B.J.T. CHECKED BY: M.C. B.M. R.S. SCALE: 1 /8" = V-0" SHEET NO.: North Elevation / Electrical Abbreviations: Electrical Notes: 3w. = 3-WAY 1. ALL ELECTRICAL PLUGS TO BE 9" TO TOP FROM FLOOR IN ROOMS WITH WALL 4W. = 4-WAY MOULDINGS & 12-14" A.F.F. A.F.F. = ABOVE FINISH FLOOR A.F.G. = ABOVE FINISH GRADE 2. AFCI PROTECTION REQUIRED FOR ALL RECEPTACLES OTHER THAN GFI PER E3902.11. CLG. = CEILING 3. TAMPER RESISTANT RECEPTACLES REQUIRED FOR ALL LOCATIONS PER E4002.14. D. = DEDICATED DIM. = DIMMER SWITCH 4. ALL SMOKE DETECTORS TO BE: F.V. = FIELD VERIFY A. 110V HARD WIRED & INTERCONNECTED W/BATTERY BACKUP Per IRC R314.4. GFI = GROUND FAULT INTERRUPTER B. MUST BE LOCATED IN & OUTSIDE ALL BEDROOMS PER IRC R314.3. C. MUST BE LOCATED ON EACH FLOOR LEVEL PER IRC R314.3. P.O.A. = POINT OF ATTACHMENT P.S. = PHOTO/LIGHT SENSITIVE, AUTO ON/OFF 5. ALL ELECTRICAL WIRING IN APPROVED CONDUITS @ EXPOSED WALL & CEILING. 6. PROVIDE NEW PANELS L-1, L-2, L-3, & L-4 TO A 42 CIRCUIT 150A TO 200A PANEL. 7. PROVIDE & INSTALL AFCl/GFCI CIRCUIT BREAKERS AS REQUIRED. Electrical Legend: 8. WIRE THE FOLLOWING FOR EACH APARTMENT UNIT: A. DEDICATED CIRCUITS FOR SMOKE DETECTORS, BATHROOMS, AND KITCHEN. ELEC. DISCONNECT C. PATHWAY FOR NEW DEDICATED CIRCUITS FROM ELECTRICAL PANELS. D. GFCI RECEPTACLES @ KITCHEN COUNTERS. E. GFCI RECEPTACLES AND EXHAUST FAN IN BATHROOMS. BRANCH CIRCUIT F. HARD -WIRED SMOKE DETECTORS PER UNIT. - G. REPLACE ALL EXISTING OUTLETS WITH TAMPER PROOF RECEPTACLES. ® H. DISCONNECT FOR A/C CONDENSER. ELEC. PANELBOARD W/ CIRCUIT BREAKERS 9. PROVIDE BREAKERS @ BREAKER PANELS, PER CODE. METER CAN 10. PROVIDE EXISTING CONDENSER DISCONNECT, PER CODE. 0 BREAKER PANEL 11. THE SQUARE D BY SCHNEIDER ELECTRIC QO 20 AMP SINGLE -POLE COMBINATION ARC -FAULT CIRCUIT. STANDARD SWITCH 12. INTERRUPTING (CAFCI) CIRCUIT BREAKER IS FOR USE TO HELP PROTECT WIRES FROM 3 3 WAY SWITCH ARCING FAULTS. 4 4 WAY SWITCH 13. WHEN A QO VISI-TRIP CIRCUIT BREAKER TRIPS, THE HANDLE SNAPS TO A MIDPOINT POSITION BETWEEN "OFF" AND "ON" AND A HIGHLY VISIBLE, RED INDICATOR EASILY IDENTIFIES STANDARD OUTLET THE TRIPPED BREAKER. PLUG -ON DESIGN FOR EASE OF INSTALLATION, COMPATIBLE WITH 12" A.F.F. (U.N.O.) QO LOAD CENTERS, CSED'S AND NQOD PANEL BOARDS, 120 VAC, 10,000 CFM AIR INTAKE. (OPT. W/2-USB) 14. PROPOSED INDIVUDUAL METERS, SUB METERING WILL NOT BE DONE. STANDARD OUTLET T.P7Q 12" A.F.F. (U.N.O.) 15. FIELD VERIFY SHORT CIRCUIT CALCULATIONS, ON SITE DURING CONSTRUCTION. USE (TAMPERPROOF) (POINT TO POINT OR IEEE) FOR EACH SERVICE PANEL BOARD, LOAD CENTER, MOTOR STANDARD OUTLET CONTROL CTR., DISTRIBUTION CTR., ETC. FIELD VERYFY THAT CIRCUIT BREAKERS AND FUSES D� 12' A.F.F. (U.N.O.) (DEDICATED) HAVE ADEQUATE INTERRUPTING CAPACITY RATING AND THE BRACING IN EACH ITEM OF EQUIPMENT IN THE SYSTEM. IF CURRENT LIMITING DEVICE IS USED, LET -THROUGH CURRENT GROUND FAULT WILL BE MODIFIED PER ARTICLE 110.9 & 10, N.E.C. INTERRUPTER GFI OUTLET 16. PROVIDE AVAILABLE FAULT CURRENT & LABELING BREAKER PANEL 12" A.F.F. (U.N.O.) IN LIEU OF THE MAXIMUM AVAILABLE FAULT CURRENT MARKING AS REQUIRED BY NEC. PROVIDE PERMANENT LABEL WITH THE AVAILABLE FAULT CURRENT AT THE TIME OF WP� STANDARD OUTLET 12" A.F.F. (U.N.O.) INSTALLATION AND CALCULATION. THE LABEL SHALL BE 2"X3" IN SIZE AND SHALL BE BLUE (WEATHERPROOF) LETTERING ON A CONTRASTING BACKGROUND. THIS LABEL SHALL ALSO INCLUDE THE DATE OF THE CALCULATION. 2014 COH ELECTRICAL CODE � 4PLX. 4-PLEX OUTLET 12" A.F.F. (U.N.O.) 504.1.1 TO SHOW COMPLIANCE OF LABELING PER THE ELECTRICAL DRAWINGS. (QUADRAPLEX) 17. BONDING WILL BE DONE W #6 AWG, RACEWAY FOR MAIN SERVICE WILL BE GRC. OCPD 1/2 HOT OUTLET NOT REQUIRED BEFORE DISCONNECTS TO UNITS. 1/24D12" A.F.F. (U.N.O.) (CONNECT TO SWITCH) 220 12" OUTLET A.F.F. (U.N.O.) USB 42" A.F.F.E(U(N.0) UAD.) 2' x 4' LAY -IN - LED LIGHT FIXTURE 120V LCAT24-40MLG-EU i 6" RECESSED - LED LIGHT FIXTURE (12W) HH6-LED-150OL-WD � PENDANT LIGHT CEILING FAN W/LIGHT RECESSED CAN LIGHT WALL MTD. LIGHT COACH LIGHT � CL �) RECESSED CAN. L.E.D. LIGHT FIXTURE SMOKE DETECTOR S.D. 0 SMOKE DETECTOR W/ S.D./C.O. CARBON MONOXIDE DETECTOR AP EXHAUST FAN (50 CFM) COMBINATION EXIT SIGN (NEMA �A PROP. MEANS OF EGRESS E `I EMERGENCY EGRESS ILLUMINATION SIGN LED ADJ. LAMP HEADS (5.4 watt min. ea.) EMERGENCY LIGHT (NEMA-1) LED LAMP HEADS (5.4 watt min, ea.) 120V W/BATTERY BACKUP (90 MIN. OPER.) EMERGENCY LIGHT (NEMA-3) LED LAMP HEADS (5.4 watt min. ea.) 120V W/BATTERY BACKUP (90 MIN. OPER.) UL RATED FOR WET LOCATIONS NOTE: 1... ALL ITEMS ARE EXISTING UNLESS NOTED 'PROPOSED'. 2... ANY DISCREPANCIES MUST BE NOTED IN WRITING TO THE OWNER AND APPROVED IN WRITING. 3... CONTRACTORS MUST FIELD VERIFY ALL CONDITIONS OF WORK PRIOR TO COMMENCEMENT OF ANY WORK. SIGN RE O PTACCU ® PAR 1 7, WP Acceptable Connections for all Collateral Loads for Hanger Attachment: (NOTE' PEMB only provides the roof purlin. All other material and Purli hardware is by others. C-clamp All -thread ro Hanger device Flange C-Clamp is not Caddy clip attached to lip (shape may vary) an acceptable connection is not an acceptable connection HANGER 2-1/2" MAX. PIPE Structural angle (not by Whirlwind) Optional: run pipe on top of angle / II \ Hanger devicbI All -thread rodVU (shape may vary) -y3-�-�%3 maximum - off center TRAPEZE HANGER N 4" MAX. PIPE / WP. ` \ Washers (2) Purling- Nuts (3) All -thread rod_--- All -thread ro d_4 Eye socket Purl All -thread rod. Connection through the flange is not acceptable (3) #12 or SIDS ural angle ACCEPTABLE CONNECTION METHODS Enerav Code Compliance Notes: 1. INDEPENDENT CONTROLS FOR EACH SPACE (SWITCH/OCCUPANCY SENSOR). -EXCEPT CONTINUOUSLY ILLUMINATED SPACES. 2. TWO SWITCHES OR DIMMER IN EACH SPACE TO PROVIDE UNIFORM LIGHT REDUCTION CAPABILITY. -EXCEPT IF ONLY ONE LUMINAIRE IN SPACE. -EXCEPT IF AN OCCUPANT -SENSING DEVICE CONTROLS THE AREA. - EXCEPT IF THE AREA IS A CORRIDOR, STOREROOM, RESTROOM OR LOBBY. - EXCEPT A CONTINUOUSLY ILLUMINATED AREA. 3. AUTOMATIC LIGHTING SHUTOFF CONTROL IN SPACES GREATER THAN 250 SQ. FT. IN BUILDING LARGER THAN 5,000 SF. 4. PHOTOCELL/ASTRONOMICAL TIME SWITCH ON EXTERIOR LIGHTS. - EXCEPT AREAS REQUIRING LIGHTING DURING DAYLIGHT HOURS. 5. TANDEM WIRED ONE -LAMP AND THREE -LAMP BALLAST LUMINARIES. - EXCEPT HIGH -FREQUENCY BALLASTS. - EXCEPT LUMINARIES NOT ON SAME SWITCH. \ >' WP. GFI - - - -- - ( L -� T �(`�j7J� (j(j� L GFI -GF7: D. _i i_� I,� D. D. D �' 1 1� n \ 36" 4-PLX. GFI. 42" �Jw 59 w . D. D. A.F.F. / '// / " \ ' 4 PLX. _ �� 11 42"_ . �a A.F.F. / / ��� - //� , _-� c ---- �� ��/ V �O ��V � i ` GF1 ... D. I� it D D. 4-PLX. \ 4-P 42' A.F.F. \ T. Ij D. � GFI. ; HVAC � - UNIT-5 IN " ATTIC D. GFI 4 / 42' A.F F. - D. / D D.' 'Goodies' GFI. Goodies \ jl� 1� 42 �A.F.F. (1,528 sf.) G�' / D. 4-PLX. L�J _ 42' A.F.F. �^ D. D. GFI. GFl. D. 4-PLX. 42 A.F.F. - 42 A.F.F. D_PLX. DIL. D. 42" A.F.F. 42' D. 20V 4-PLX. 4-PLX. A Al A - A.F.F. WY 6 � - - `'!.. =jQ E;r;IT 1 - - T. SIGN RECEPTACLE GFI ® PARAPET, WP. GFl. 88'-0" (PROP. BUILDING) WEATHER -HEAD TO POWER COMPANY 3" CONDUITS W/(2) - 3/0 THWN (1) - 1 /0 THWN MAIN DISTRIBUTION PANEL 3" CONDUITS W/(2) - 3/0 THWN (1) - 1 /0 THWN N (2) 1AGW CONDUCTOR G (2) 1 /4" GROUND RODS, GROUND TO BLDG. WATER LINE r -- - --F 42" A.FGFl.F. J, 72" A.F.F. - 42" - _ A F.F. �.i � i I- _=II- o u _ (I) L-1 L-2 L-3 L-4 200 AMP 200 AMP 200 AMP 200 AMP 120/240V 120/240V 120/240V 120/240V 1-PHASE 1-PHASE 1 -PHASE 1 -PHASE Electrical Riser Dia (4) PARALLEL FEED 1-#4/Ocu, 1-#4/Ocu, 1-#3/Ocu ram OO 35'-0" N M = N N o ti P.O.A. �o :4 .61 - n 2" O F. FI ,D :..� qP U 2" 7. A.F' F. FI -__� GFl. 42 42" \ \� j! isj A.F.F.- A. . m - 421 $ �42" 42 A, A.F. A.F.F. GF AF.. J� ��=C, - - (j F1 HVAC UNIT-3 IN ATTIC 8 HVAC UNIT-4 IN , ATTICI� DEDICATED ' NIGH LIGH il I II I I / i W ,I -- - - - - - - - - - - - - - - - - - - - > I I i _ The Chambers Lease Space 11M� I (3,623 sf. 7 NOTE: RE: SHEET E2 FOR ADDITIONAL ELECTRICAL INFORMATION. It T - 35'-0"(EXISTING BLDG. - F.V.) (Ground Level) Electrical Power & 1izht1*11 Plan DESIGN: i B.J.TALTON 1906 Du Barry Ln. Houston, TX 77018 713.320.9780 billyjacktaIton@hotmai1.com ENGINEERING: TRINITY BAY ENGINEERING Rodney Slaton, P.E. 911 S. 8th St. La Porte, TX 77571 TBPE # 18351 °F.T�X, ,� * .........Gl....Oti' n 0 ` '.'- R..............��.20�........:::`�� Q - �J lip w �10t,10�SEAL the seal appearing on this document was uthorized by: on rodney@trinityboyengineering.com PROJECT: THE CHAMBERS BUILDING 100 W Main St. La Porte, TX 77571 PROJECT MANAGER: ASPENDORA CONTRACTORS Bryan Moore 511 South Utah St. La Porte, TX 77571 281.932.3128 bryan@aspendora.com OWNER: MARION S. CAMPISE 'MARTY' 1902 Roscoe LaPorte, TX 77571 713.283.4013 campisemarty@yahoo.com LEGAL DESCRIPTION: LOTS 18 19 20 & 21 & S 14 FT OF LOT 22 BLOCK 60 LA PORTE, HCAD: 0231930000042 DATE: For Review: 10.22.20 DRAWN BY: B.J.T. CHECKED BY: M.C. B.M. R.S. SCALE: 3/16" = V-0" SHEET NO.: Electrical Abbreviations: 3w. = 3-WAY 4W. = 4-WAY A.F.F. = ABOVE FINISH FLOOR A.F.G. = ABOVE FINISH GRADE CLG. = CEILING D. = DEDICATED DIM. = DIMMER SWITCH F.V. = FIELD VERIFY GFI = GROUND FAULT INTERRUPTER P.O.A. = POINT OF ATTACHMENT P.S. = PHOTO/LIGHT SENSITIVE, AUTO ON/OFF Electrical LeLyend: ELEC. DISCONNECT \ - / BRANCH CIRCUIT 0 ELEC. PANELBOARD W/ CIRCUIT BREAKERS METER CAN 0 BREAKER PANEL STANDARD SWITCH $3 3 WAY SWITCH $4 4 WAY SWITCH STANDARD OUTLET 12" A.F.F. (U.N.O.) (OPT. W/2-USB) STANDARD OUTLET T.P. 12" A.F.F. (U.N.O.) (TAMPERPROOF) STANDARD OUTLET DzQ 12' A.F.F. (U.N.O.) (DEDICATED) GROUND FAULT INTERRUPTER GFI OUTLET 12" A.F.F. (U.N.O.) STANDARD OUTLET WP.=(�) 12" A.F.F. (U.N.O.) (WEATHERPROOF) � 4PL=QX. 4-PLEX OUTLET 12" A.F.F. (U.N.O.) (QUADRAPLEX) 1 /2 HOT OUTLET 1/24D 12" A.F.F. (U.N.0.) (CONNECT TO SWITCH) 220 OUTLET 12" A.F.F. (U.N.O.) TLET ) 42" A.F.F. (U.N.�) 2' x 4' LAY -IN - LED LIGHT FIXTURE 120V LCAT24-40MLG-EU 6" RECESSED - LED LIGHT FIXTURE (12W) -\ HH6-LED-1500L-WD <? PENDANT LIGHT CEILING FAN W/LIGHT �\ RECESSED CAN LIGHT WALL MTD. LIGHT CL COACH LIGHT Q RECESSED CAN. L.E.D. LIGHT FIXTURE SMOKE DETECTOR S.D. 1 SMOKE DETECTOR W/ S.D./C.O. CARBON MONOXIDE DETECTOR EXHAUST FAN (50 CFM) COMBINATION EXIT SIGN (NEMA-1) PROP. MEANS OF EGRESS =;tIT EMERGENCY EGRESS ILLUMINATION SIGN LED ADJ. LAMP HEADS (5.4 watt min. ea.) EMERGENCY LIGHT (NEMA-1) LED LAMP HEADS (5.4 watt min. ea.) 120V W/BATTERY BACKUP (90 MIN. OPER.) EMERGENCY LIGHT (NEMA-3) - LED LAMP HEADS (5.4 watt min. ea.) 120V W/BATTERY BACKUP (90 MIN. OPER.) UL RATED FOR WET LOCATIONS NOTE: 1... ALL ITEMS ARE EXISTING UNLESS NOTED 'PRO 2... ANY DISCREPANCIES MUST BE NOTED IN WRITI TO THE OWNER AND APPROVED IN WRITING. 3... CONTRACTORS MUST FIELD VERIFY ALL CONDIT WORK PRIOR TO COMMENCEMENT OF ANY WORK. Electrical Load Analysis & Panel Schedule Apartment-1 (1,800 sf.) BREAKER PANEL 'L-1' CKT. # ITEM LOAD KVA BKR. SIZE WIRE SIZE WIRE SIZE BKR. SIZE LOAD KVA ITEM CKT. # 1 LIGHTING 1.0 20 12 12 20 1.5 OUTLET (SERVICE) 2 3 LIGHTING 1.0 20 12 12 20 1.5 OUTLET (SERVICE) 4 5 LIGHTING 1.0 20 12 12 20 1.5 OUTLET (SERVICE) 6 7 OUTLET (DEDICATED) 1.0 20 12 12 20 1.5 OUTLET (DEDICATED) 8 9 OUTLET (DEDICATED) 1.0 20 12 12 20 1.5 OUTLET (DEDICATED) 10 11 HVAC-1 3.0 50 8 8 50 3.0 CONDENSOR-1 12 13 50 8 8 50 14 15 50 8 8 50 16 17 WATER HEATER 2.0 20 12 12 20 0.5 MICROWAVE 18 19 EXHAUST FANS 1.5 20 12 12 20 0.5 REFRIGERATOR 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 SPARE SPARE 40 LOAD ANALYSIS - PANEL 1-1' 120/208V, 3-PHASE, 4-WIRE, NEMA-1 200 AMP MLO 14KAIC WATTS AMPS LIGHTING (32) L.E.D. @ 50W = (160OW x 1.25) = 2,000 5.6 OUTLETS - DUPLEX (52) x 180W (9,36OW x 1.25) = 11,700 32.5 RESTROOM EXHAUST FAN (2) x 100W = (20OW x 1.25) = 250 0.7 WATER HEATER 1 ,50OW = (1 ,50OW x 1.25) = 1,875 2.4 HVAC-3 (5-TON) 12.5KW (HEAT) _ (12,50OW x 1.25) = 15,625 43.4 TOTAL CONNECTED LOAD: 31,45OW 84.6A SERVICE DESIGN: 120/240V 1-PHASE 150 AMP Goodies Restaurant (1,528 sf.) BREAKER PANEL 'L-4' CKT. # ITEM LOAD KVA BKR. SIZE WIRE SIZE WIRE SIZE BKR. SIZE LOAD KVA ITEM CKT. # 1 LIGHTING 1.0 20 12 12 20 1.5 OUTLET (SERVICE) 2 3 LIGHTING 1.0 20 12 12 20 1.5 OUTLET (SERVICE) 4 5 LIGHTING 1.0 20 12 12 20 1.5 OUTLET (SERVICE) 6 7 HVAC-5 2.0 30 10 12 20 0.5 OUTLET -DEDICATED 8 9 30 10 12 20 0.5 OUTLET -DEDICATED 10 11 WATER HEATER 2.0 20 12 12 20 0.5 OUTLET -DEDICATED 12 13 EXHAUST FANS 1.5 20 12 12 20 0.5 OUTLET -DEDICATED 14 15 ICE MACHINE 0.5 20 12 12 20 0.5 OUTLET -DEDICATED 16 17 REFRIGERATOR 0.5 20 12 12 20 0.5 OUTLET -DEDICATED 18 19 OUTLET -DEDICATED 0.5 20 12 12 20 0.5 OUTLET -DEDICATED 20 21 OUTLET -DEDICATED 0.5 20 12 12 20 0.5 OUTLET -DEDICATED 22 23 OUTLET -DEDICATED 0.5 20 12 12 20 0.5 OUTLET -DEDICATED 24 25 OUTLET -DEDICATED 0.5 20 12 12 20 0.5 OUTLET -DEDICATED 26 27 OUTLET -DEDICATED 0.5 20 12 12 20 0.5 OUTLET -DEDICATED 28 29 OUTLET -DEDICATED 0.5 20 12 12 20 0.5 OUTLET -DEDICATED 30 31 OUTLET -DEDICATED 0.5 20 12 12 20 0.5 OUTLET -DEDICATED 32 33 OUTLET -DEDICATED 0.5 20 12 12 20 1.0 INTERIOR LIGHTS 34 35 INTERIOR LIGHTS 1.0 20 1 12 12 1 20 1.0 INTERIOR LIGHTS 36 37 SPARE SPARE 38 39 SPARE SPARE 40 LOAD ANALYSIS 120/208V, 3-PHASE, 200 AMP MLO - PANEL 4-WIRE, 14KAIC 'L-4' NEMA-1 WATTS AMPS PENDANT/MISC. LIGHTING (20) L.E.D. @ 50W = (1000W x 1.25) = 1,250 3.5 2x4 LIGHTING (8) L.E.D. @ 160W = (1,280W x 1.25) = 1,600 4.4 OUTLETS - DUPLEX (46) x 18OW (8,82OW x 1.25) = 10,350 28.8 RESTROOM EXHAUST FAN (2) x 100W - (20OW x 1.25) = 250 0.7 WATER HEATER 1 50OW = (1 ,50OW x 1.25) = 1,875 2.4 HVAC-5 (4-TON) 1OKW (HEAT) _ (IO,000W x 1.25) = 12,500 34.7 KITCHEN EQUIP-1 KITCHEN EQUIP-2 Apartment-2 (1,335 sQ BREAKER PANEL 'L-2' CKT. # ITEM LOAD KVA BKR. SIZE WIRE SIZE WIRE SIZE BKR. SIZE LOAD KVA ITEM CKT. # 1 LIGHTING 1.0 20 12 12 20 1.5 OUTLET (SERVICE) 2 3 LIGHTING 1.0 20 12 12 20 1.5 OUTLET (SERVICE) 4 5 LIGHTING 1.0 20 12 12 20 1.5 OUTLET (SERVICE) 6 7 OUTLET (DEDICATED) 1.0 20 12 12 20 1.5 OUTLET (DEDICATED) 8 9 OUTLET (DEDICATED) 1.0 20 12 12 20 1.5 OUTLET (DEDICATED) 10 11 HVAC-2 3.0 50 8 8 50 3.0 CONDENSOR-2 12 13 50 8 8 50 14 15 50 8 8 50 16 17 WATER HEATER 2.0 20 12 12 20 0.5 MICROWAVE 18 19 EXHAUST FANS 1.5 20 12 12 20 0.5 REFRIGERATOR 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 SPARE SPARE 40 LOAD ANALYSIS - 120/208V, 3-PHASE, 200 AMP MLO PANEL 'L-2' 4-WIRE, 14KAIC NEMA-1 WATTS AMPS LIGHTING (32) L.E.D. @ 50W = (160OW x 1.25) = 2,000 5.6 OUTLETS - DUPLEX (52) x 180W (9,36OW x 1.25) = 11,700 32.5 RESTROOM EXHAUST FAN (2) x 1 DOW = (20OW x 1.25) = 250 0.7 WATER HEATER 1 = (1 ,50OW x 1.25) = 1,875 2.4 HVAC-3 (5-TON) ,5n0W 12.5KW (HEAT) _ (12.50OW x 1.25) = 15,625 43.4 TOTAL CONNECTED LOAD: 31,45OW 84.6A SERVICE DESIGN: 120/240V 1-PHASE 150 AMP The Chambers Lease Space (3,623 sf.) BREAKER PANEL 'L-3' CKT. # ITEM LOAD KVA BKR. SIZE WIRE SIZE WIRE SIZE BKR. SIZE LOAD KVA ITEM CKT. # 1 LIGHTING 1.0 20 12 12 20 1.5 OUTLET (SERVICE) 2 3 LIGHTING 1.0 20 12 12 20 1.5 OUTLET (SERVICE) 4 5 LIGHTING 1.0 20 12 12 20 1.5 OUTLET (SERVICE) 6 7 HVAC-3 3.0 50 8 8 50 3.0 CONDENSOR-3 8 9 50 8 8 50 10 11 50 8 8 50 12 13 HVAC-4 3.0 50 8 8 50 3.0 CONDENSOR-4 14 15 50 8 8 50 16 17 50 8 8 50 18 19 WATER HEATER 2.0 20 12 12 20 0.5 ICE MACHINE 20 21 EXHAUST FANS 1.5 20 12 12 20 0.5 REFRIGERATOR 22 23 24 25 26 27 28 29 30 31 32 33 34 35 1 36 37 38 39 SPARE SPARE 40 LOAD ANALYSIS 120/208V, 3-PHASE, 200 AMP MLO - PANEL 'L-3' 4-WIRE, NEMA-1 14KAIC WATTS AMPS PENDANT/MISC. LIGHTING (20) L.E.D. @ 50W = (1000W x 1.25) = 1,250 3.5 2x4 LIGHTING (22) L.E.D. @ 160W = (3,52OW x 1.25) = 4,400 12.2 OUTLETS - DUPLEX (61) x 180W (10 980W x 1.25) = 13,725 38.1 RESTROOM EXHAUST FAN (2) x 100W - (20OW x 1.25) = 250 0.7 WATER HEATER 1 ,50OW = (1,50OW x 1.25) = 1,875 2.4 HVAC-3 (5-TON) 12.5KW (HEAT) = (12,50OW x 1.25) = 15,625 43.4 HVAC-4 (5-TON) 12.5KW (HEAT) = (12,50OW x 1.25) = 15,625 43.4 ?0 x> \/ PT6/ Xi GFI 35'-0" I DW j !I MICROWAVE � I /HOOD-_-_I-- 44" I I 44„ li' �,. -l!'. I!I GFI. 44'I Lc I A.F�R. _ HVAC PROVIi E ELEC UNIT-2 IN LIGHT &DRECEPT \ \ \ _ATTIC IN ATTIC PER CODE 3w. IH \ \Ej - \ Tk P NEL 12' S.D. 36" CLR. �� 44' JD GFl - 44. Fl �44. A.F 44' LNET' I I I i�l \..�� j `b \I ( -N i ' 44' J GFI � I� 4 / LF 7V --I i I/ \I ! HVAC UNIT-1 I < v ` PROVIDE ELEC i I IN I V �' % LIGHT & RECEPT 9 ATTIC \ i IN ATTIC PER CODE - I 71 -- - j GFl In-, IF- D. � � IIMICROWAVE, /HOOD � IJ, , I �GAFl.FA.F.F. J--GFlJI IIDW�I_ JAYS A JI6�Gn WP NOTE: RE: SHEET E1 FOR ADDITIONAL ELECTRICAL INFORMATION. 1 � 1 'GFI WP GFI. 44" A.F.F. In GFl. 44" Ln A.F.F. 0 lectrical Power &Lighting Plan DESIGN: B . J. TALTON 1906 Du Barry Ln. Houston, TX 77018 713.320.9780 billyjacktalton@hotmail.com ENGINEERING: TRINITY BAY ENGINEERING Rodney Slaton, P.E. 911 S. 8th St. La Porte, TX 77571 T���51 - . t � n a< 5S.S.I o SEAL the seal appearing on this document was j uthorized by: .J.[Z_s2t - ---- J - - on rodney@trinityboyengineering.com PROJECT: THE CHAMBERS BUILDING 100 W Main St. La Porte, TX 77571 PROJECT MANAGER: ASPENDORA CONTRACTORS Bryan Moore 511 South Utah St. LaPorte, TX 77571 281.932.3128 bryan@ospendora.com OWNER: MARION S. CAMPISE MARTY' 1902 Roscoe Lo Porte, TX 77571 713.283.4013 campisemorty@yahoo.com LEGAL DESCRIPTION: LOTS 18 19 20 &c 21 &c S 14 FT OF LOT 22 BLOCK 60 LA PORTE, HCAD: 0231930000042 DATE_ For Review: 10.22.20 DRAWN BY: B.J.T. CHECKED BY: M.C. B.M. R.S. SCALE: 3/16" = V-0" SHEET NO.: E2 1.................................................................................................................................................................................... ......... ................. ........ ................. ........................................... ................( Abbreviations: A.F.F. ABOVE FINISH FLOOR CL. CENTERLINE CLR. CLEAR F.F. FINISH FLOOR F.V. FIELD VERIFY O.C. ON CENTER PROP. PROPOSED RE: REFERENCE TYP. TYPICAL U.N. UNLESS NOTED D. DEMOLITION E./E.T.R. EXISTING N. NEW R. REPLACE EXIST. W/ EXISTING DR. DOOR WIN. WINDOW Plumbing LeErend: DISC. DISCONNECT V.T.R. VENT THRU ROOF W.H.A. WATER HAMMER ARRESTOR C.W. ® — COLD WATER LINE ®®®®® H.W.®®®®® HOT WATER LINE S.S. SANITARY SEWER LINE — — — — — VENT LINE — — DRAIN LINE Plumbing Fixture Schedule: SYMBOL ABBREVIATION ITEM/SPECIFICATIONS 36" BABY CHANGING TABLE (FOLD DOWN) °2I - B.C.T. 18"x36" CLEAR FLOOR SPACE 0 CO. CLEANOUT 48" i ELECTRIC DRINKING FOUNTAIN E.D.F. SPLIT LEVEL, H.C. ACCESSIBLE — — 48"x48" CLEAR FLOOR SPACE ® F.D./F.S. FLOOR DRAIN/FLOOR SINK F.S. FLOOR SINK H.W.L. HAND WASH LAVATORY ® I.M. ICE MACHINE LAV. LAVATORY B.S. BAR SINK K.S. KITCHEN SINK ® M.S. MOP SINK o a o 3—C.S. 3—COMPARTMENT SINK I 60' I I �1 WATER CLOSET (H.C. ACCESSIBLE) I 1 W•C• 60" x 59" CLEAR FLOOR SPACE L---J 48" 1 URINAL (H.C. ACCESSIBLE) 01 URNL. 48" x 30" CLEAR FLOOR SPACE - J W H W•H. HOT WATER HEATER, 20 GAL., 120V ELECTRIC E.W.] T.W.H. TANKLESS WATER HEATER (GAS) 'I C W.S.C. WATER SUPPLY (COLD) f W.S.H. WATER SUPPLY (HOT) L: FRIG. REFRIGERATOR W/ICE MAKER ED W,H•3 HOT WATER HEATER, 20 GAL., GAS NOTE: 1... ALL ITEMS ARE EXISTING UNLESS NOTED 'PROPOSED'. 2... ANY DISCREPANCIES MUST BE NOTED IN WRITING TO THE OWNER AND APPROVED IN WRITING. 3... CONTRACTORS MUST FIELD VERIFY ALL CONDITIONS OF WORK PRIOR TO COMMENCEMENT OF ANY WORK. cc UN CITY CO UN CITY T & P DISCHARGE COMPRESSION COMPRESSION N36 VACUUM CHAIMBER CHAIMBER RELIEF 1 • 1 I c I I n Z 1A MINIMUM PLUMBING FACILITIES (2012 UPC — TABLE 422.1) FUNCTION OF SPACE OCCUPANT WATER CLOSETS URINALS LAVATORIES DRINKING OTHER LOAD FOUNTAIN 50% MALE 50% FEMALE 50% MALE 50% FEMALE GROUP B OCCUPANCY 50% = 15 50% = 15 50% = 15 50% = 15 1 SERVICE SINK OR LAUNDRY 1,528 SF. 1:1-50 1:1-25 1:1-200 1:1-150 1:1-150 1:1-250 TRAY 3,623 SF. 5,151 SF. FIXTURES REQUIRED = FIXTURES PROVIDED (PROPOSED) _ TOTAL FIXTURES PROVIDED = LID X 0 01 NOTE: RE: SHEET P2 FOR ADDITIONAL PLUMBING INFORMATION. (Ground Level) Plumbing Plan 4N? DESIGN: B.J.TALTON 1906 Du Barry Ln. Houston, TX 77018 713.320.9780 billyjacktalton@hotmail.com ENGINEERING: TRINITY BAY ENGINEERING Rodney Slaton, P.E. 911 S. 8th St. La Porte, TX 77571 TBPE # 18351 OF Aw �.................................. J: RODNEY LEE SLATON 90298 'A. '. s°SEAL the s�>st�a�ta�en g on this document was authorized by: on rodney@trinityboyengineering.com PROJECT: THE CHAMBERS BUILDING 100 W Main St. La Porte, TX 77571 PROJECT MANAGER: ASPENDORA CONTRACTORS Bryan Moore 511 South Utah St. La Porte, TX 77571 281.932.3128 bryan@aspendora.com OWNER: MARION S. CAMPISE 'MARTY' 1902 Roscoe La Porte, TX 77571 713.283.4013 compisemorty@yahoo.com LEGAL DESCRIPTION: LOTS 18 19 20 & 21 Sc S 14 FT OF LOT 22 BLOCK 60 LA PORTE, HCAD: 0231930000042 DATE: For Review: 11.04.20 Plumbing Revision: 11.06.20 DRAWN BY: B.J.T. CHECKED BY: M.C. B.M. R.S. SCALE: 3/16" = V-0" SHEET NO.: Abbreviations: A.F.F. ABOVE FINISH FLOOR CL. CENTERLINE CLR. CLEAR F.F. FINISH FLOOR F.V. FIELD VERIFY O.C. ON CENTER PROP. PROPOSED RE: REFERENCE TYP. TYPICAL U.N. UNLESS NOTED D. DEMOLITION E./E.T.R. EXISTING N. NEW R. REPLACE EXIST. W/ EXISTING DR. DOOR WIN. WINDOW Plumbing Legend: DISC. DISCONNECT V.T.R. VENT THRU ROOF W.H.A. WATER HAMMER ARRESTOR C.W. ® - COLD WATER LINE H.W. ®®®®®®®®®®®® S.S. - HOT WATER LINE SANITARY SEWER LINE VENT LINE DRAIN LINE Plumbing Fixture Schedule: SYMBOL ABBREVIATION ITEM/SPECIFICATIONS 36" BABY CHANGING TABLE (FOLD DOWN) 00 B.C.T. 18"x36" CLEAR FLOOR SPACE O CO. CLEANOUT 48" ELECTRIC DRINKING FOUNTAIN 0-- E.D.F. SPLIT LEVEL, H.C. ACCESSIBLE 1 - 48"x48" CLEAR FLOOR SPACE FM F.D. FLOOR DRAIN F.S. FLOOR SINK H.W.L. HAND WASH LAVATORY ® I.M. ICE MACHINE LAV. LAVATORY B. S. BAR SINK K.S. KITCHEN SINK ® M.S. MOP SINK 0 0 0 3-C.S. 3-COMPARTMENT SINK 60' 1 WATER CLOSET (H.C. ACCESSIBLE) Lol Ic I W.C. 60" x 59" CLEAR FLOOR SPACE 48" _-I URINAL (H.C. ACCESSIBLE) 01 URNL. 48" x 30" CLEAR FLOOR SPACE -J W.H. HOT WATER HEATER, 20 GAL., 120V ELECTRIC CW.� T.W.H. TANKLESS WATER HEATER (GAS) -isC W.S.C. WATER SUPPLY (COLD) W.S.H. WATER SUPPLY (HOT) L: FRIG. REFRIGERATOR W/ICE MAKER Plumbing Specifications: 1. THE WORK OF THIS SECTION SHALL INCLUDE, BUT NOT BE LIMITED TO: A. COMPLETE DOMESTIC HOT AND COLD WATER DISTRIBUTION SYSTEM. B. COMPLETE SANITARY SOIL WASTE AND VENT SYSTEM. 2. DRAWINGS ARE DIAGRAMMATIC; CONFIRM DIMENSIONS AND LOCATIONS IN THE FIELD, ADVISE OF MAJOR DISCREPANCIES. 3. ALL PLUMBING WORK SHALL COMPLY WITH LOCAL AND STATE PLUMBING AND HEALTH CODES. 4. GUARANTEE LABOR AND MATERIALS FOR ONE YEAR. 5. ALL BRANCH WATER PIPING INSIDE THE BUILDING SHALL BE 'PEX-TUBING', OR TYPE 1" COPPER TUBING (ASTM B-88) WITH WROUGHT COPPER FITTINGS (ANSI 616.22), JOINED WITH 95/5 TIN/ANTIMONY SOLDER. 6. ALL WASTE AND VENT LINES SHALL BE SCHEDULE 40 PVC. 7. FLOOR DRAINS TO HAVE TRAP GUARDS. 8. PROVIDE TYPE 'PEX-TUBING', OR 1" COPPER PIPE AIR CHAMBERS 12" LONG AT EACH FIXTURE, DEVICE OR EQUIPMENT CONNECTION SUPPLY RISER. AIR CHAMBERS SHALL BE THE SAME DIAMETER AS THE SUPPLY RISER. 9. EACH FIXTURE, DEVICE OR CONNECTION TO EQUIPMENT SHALL HAVE A STOP VALVE TO ISOLATE THAT FIXTURE WITHOUT SHUTTING DOWN ANY OTHER PORTION OF THE SYSTEM. 10. DOMESTIC WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 1.5 TIMES SYSTEM DESIGN PRESSURE. 11. VALVES SHALL BE WATTS BALL TYPE MODEL B-6000 BRONZE. 12. SLOPE ALL WATER AND VENT PIPING IN ACCORDANCE WITH LOCAL CODES. 13. PROVIDE AND INSTALL ALL CLEANOUTS INDICATED AND AS REQUIRED BY LOCAL CODES. 14. MAXIMUM SPACING OF PLUMBING LINES BETWEEN PIPING HANGERS SHALL (MIN) OF 5' FOR 1 /2", 6' FOR 3/4", 7' FOR 1", 8' FOR 1-1/4", 9' FOR 1-1/2", 10' FOR 2". 15. SUPPORTS SHALL BE ARRANGED SO AS TO BE NEAR THE WEAKEST POINT OF THE SPAN SUCH AS JOINTS. 16. FURNISH AND INSTALL A FLOOR DRAIN AS SHOWN ON DRAWINGS. DRAIN SHALL BE MANUFACTURED BY JAY R. SMITH, ZURN, JOSAM, WADE, OR EQUAL. 17. ALL HOT WATER, A/C CONDENSATE PIPING, ICE MAKER DRAIN, FITTINGS AND VALVES SHALL BE INSULATED WITH 1 INCH THICK MANVILLE MICRO-LOK APT, OWENS CORNING ASJ/SSL OR CERTIFIED SNAP -ON ASJ/SSL GLASS FIBER INSULATION WITH FACTORY APPLIED WHITE VAPOR BARRIER, FACTORY APPLIED PRESSURE SENSITIVE TAPE CLOSURE SYSTEM AND MATCHING BUTT STRIPS. 18. HANGERS ON INSULATED PIPING SHALL BE INSTALLED OUTSIDE PIPE INSULATION. PROTECTIVE SHIELDS, AND SADDLES AND BLOCKING SHALL BE INSTALLED TO PREVENT CRUSHING OF INSULATION AT CLEVIS HANGERS. 19. ALL EXPOSED PIPING FOR SUPPLY, WASTE AND VENT CONNECTIONS TO PLUMBING FIXTURES AND CONNECTED EQUIPMENT IN FINISHED AREAS SHALL BE POLISHED CHROME PLATED UNLESS NOTED OTHERWISE ON THE DRAWINGS. THIS SHALL INCLUDE PIPING, FITTINGS, AND VALVES. 20. MAX. FLOW OF WATER USING ANSI TESTING PROCEDURES: A. SINK OR LAVATORY FAUCET OR A FAUCET AERATOR - 2.20 GAL./MIN. @ 60 PSI. B. SHOWER HEAD - 2.75 GAL./MIN. @ 80 PSI. 21. MAX. VOLUME OF WATER PER FLUSH USING ANSI TESTING PROCEDURES: A. URINAL, AND ASSOCIATED FLUSH VALVE - 1.00 GAL./FLUSH B. TANK TYPE WATER CLOSET - 1.60 GAL./FLUSH C. WATER CLOSET THAT EMPLOYEES A FLUSHOMETER - 2.00 GAL./FLUSH D. DRINKING FOUNTAINS SHALL BE OPERATED BY A SELF CLOSING VALVE 22. PROVIDE UNIONS AT WATER HEATER AND WHERE REQUIRED. 23. PROVIDE BACK FLOW PREVENTIONS AT HOSE BIBS AND SINKS. 24. ALL WATER ROUGH -INS SHALL BE TERMINATED WITH SHUT OFF VALVES BEFORE CONNECTION WITH EQUIPMENT AND FIXTURES. 25, ALL WATER LINES ABOVE FLOOR ARE TO BE INSULATED, COLD WATER LINES FOR CONDENSATION CONTROL, HOT WATER LINES TO PREVENT HEAT LOSS. PROVIDE INSULATION RINGS ON ALL RISERS TO PREVENT BONDING OF SLAB TO PIPE AND ALLOW MOVEMENT. 26. SHOCK ARRESTERS IN PLUMBING LINLES. 27. FLOOR DRAINS TO HAVE TRAP GUARDS. 28. GRAB BARS - SHALL BE DESIGNED TO RESIST A SINGLE CONCENTRATED MINIMUM LOAD OF 250 POUNDS, APPLIED IN ANY DIRECTION AT ANY POINT TO COMPLY WITH SECTION 1607.8.2. Water Heater Detail: _�_IGAS W.H. - PROVIDE 4" INSULATED VENT ROOF LINE ==� THRU ROOF W/COLLAR & FLASHING INCOMING C.W. LINE 4------.►f-.- -��- - I I HOT WATER LINE - ------ I I SHUT-OFF VALVES (TYP.) DIELECTRIC UNIONS (TYP.) TEMP. AND PRESS. RELIEF VALVE - PIPED FULL SIZE TO APPROPRIATE TERMINATION POINT ROUTE OVERFLOW LINE TO APPROPRIATE T&� UISc HAREPRU SIZE DRAIN NOTE: 1... ALL ITEMS ARE EXISTING UNLESS NOTED 'PROPOSED'. 2... ANY DISCREPANCIES MUST BE NOTED IN WRITING TO THE OWNER AND APPROVED IN WRITING. 3... CONTRACTORS MUST FIELD VERIFY ALL CONDITIONS OF WORK PRIOR TO COMMENCEMENT OF ANY WORK. WATER HEATER --DRAIN COCK WITH HOSE CONNECTION METAL FABRICATED OVERFLOW PAN WITH DRAIN. FIN. FLR. WATER HEATER SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. SET WATER OUTLET TEMP. AT 120' 2012 UPC Chapter 6 Notes: 604 Water Closets and Toilet Compartments. 604.3 Clearance. 604.3.1 Size - Clearance around a water closet shall be 60 inches (1525 mm) minimum measured perpendicular from the side wall and 56 inches (1420 mm) minimum measured perpendicular from the rear wall. 60" MIN. *_18" MIN._ I i I I I I z I � I I � I LO 1 CLEAR FLOOR SPACE I -L------------ PLAN VIEW N.T.S. 604.3.2 Overlap - The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. 604.6 Flush Controls - Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with 604.8.2. 604.7 Dispensers - Toilet paper dispensers shall comply with 309.4 and shall be 7 inches (180 mm) minimum and 9 inches (230 mm) maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15 inches (380 mm) minimum and 48 inches (1220 mm) maximum above the finish floor and shall not be located behind grab bars. Dispensers shall not be of a type that controls delivery or that does not allow continuous paper flow. 54" MIN. 12" MIN. 42'' MIN. 36" MAX. t I MIN. *_36" MIN._ -� 12>, 12„ MIN. MIN. i XX w o Q a 0 o D z_ 7 „ 9„ 7 < z 0- _ 0- n Of SIDE VIEW FRONT VIEW N.T.S. N.T.S. 606 Lavatories and Sinks. 606.4 Faucets - Controls for faucets shall comply with 309. Hand -operated metering faucets shall remain open for 10 seconds minimum. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) maximum. 609.7 Installation - Grab bars shall be installed in any manner that provides a gripping surface at the- specified locations and that does not obstruct the required clear floor space. 609.8 Structural Strength - Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the grab bar, fastener, mounting device, or supporting structure. --------- I I I I 48" x 30" MIN. CLEAR 1 FLOOR SPACE 1 I I I I I I 30" PLAN VIEW N.T.S. MIRROR 22" � X o < z 8" MIN. o7 N o 17" MIN.N X < TO RIMOF LAV. SIDE VIEW N.T.S. 606.5 Exposed Pipes and Surfaces - Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. 609 Grab Bars. 609.2 Cross Section - Grab bars with circular cross sections shall have an outside diameter of 1 1 /4 inches (32 mm) minimum and 2 inches (51 mm) maximum. 609.3 Spacing - The space between the wall and the grab bar shall be 1 1/2 inches (38 mm). The space between the grab bar and projecting objects below and at the ends shall be 1 1 /2 inches (38 mm) minimum. The space between the grab bar and projecting objects above shall be 12 inches (305 mm) minimum. 609.4 Position of Grab Bars - Grab bars shall be installed in a horizontal position, 33 inches (840 mm) minimum and 36 inches (915 mm) maximum above the finish floor measured to the top of the gripping surface. 609.5 Surface Hazards - Grab bars and any wall or other surfaces adjacent to grab bars shall be free of sharp or abrasive elements and shall have rounded edges. 609.6 Fittings - Grab bars shall not rotate within their fittings. (2nd Level) Plumbing Plan 4�N DESIGN: B . J. TALTON 1906 Du Barry Ln. Houston, TX 77018 713.320.9780 billyjacktalton@hotmail.com ENGINEERING: TRINITY BAY ENGINEERING Rodney Slaton, P.E. 911 S. 8th St. La Porte, TX 77571 TBPE # 18351 F * *J ?.11.:....................................I...... RODNEY LEE SLATON il 90298 SEAL the seal appearing on this document was authorized by: on rodney@trinityboyengineering.com PROJECT: THE CHAMBERS BUILDING 100 W Main St. La Porte, TX 77571 PROJECT MANAGER: ASPENDORA CONTRACTORS Bryan Moore 511 South Utah St. La Porte, TX 77571 281.932.3128 bryan@aspendora.com OWNER: MARION S. CAMPISE 'MARTY' 1902 Roscoe La Porte, TX 77571 713.283.4013 campisemorty@yahoo.com LEGAL DESCRIPTION: LOTS 18 19 20 & 21 & S 14 FT OF LOT 22 BLOCK 60 LA PORTE, HCAD: 0231930000042 DATE: For Review: 10.22.20 DRAWN BY: B.J.T. CHECKED BY: M.C. B.M. R.S. SCALE: 3/16" = 1'-0" SHEET NO.: P2 I