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Item 10 - ZA 18-031 Planslp a @ l p a i n c . c o m lp a i n c . c o m f. e. p. w. 46 9 . 8 9 9 - 5 1 0 1 46 9 . 8 9 9 . 5 1 0 0 19 2 0 M c K i n n e y A v e n u e Te x a s 7 5 2 0 1 Da l l a s , 1763010 Old Union Elementary School Additions and Renovations (PACKAGE 1) 1050 S Carroll Ave., Southlake, TX 76092 SITE PLAN SUBMITTAL ZA 18-031 Job. No. Date Checked by Scale De v e l o p e d f o r Da t e Re v i s i o n Da t e Su b m i t t a l lp a @ l p a i n c . c o m lp a i n c . c o m f. e. p. w. 46 9 . 8 9 9 - 5 1 0 1 46 9 . 8 9 9 . 5 1 0 0 19 2 0 M c K i n n e y A v e n u e Te x a s 7 5 2 0 1 Da l l a s , INTERIM REVIEW ONLY DOCUMENT INCOMPLETE. NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION ARCHITECT: LELIA GOEHRING ACH. REG. NO.: 21245 1763010 4/2/2018 Checker Ol d U n i o n E l e m e n t a r y S c h o o l Ad d i t i o n s a n d R e n o v a t i o n s (P A C K A G E 1 ) 10 5 0 S C a r r o l l A v e . , S o u t h l a k e , TX 7 6 0 9 2 Ca r r o l l I . S . D . SHEET INDEX & GENERAL INFORMATION G0.10 LPA, INC. 1801 N LAMAR STREET DALLAS, TX 75202 TEL: 469-899-5111 TEL: 817/949-8222 FAX: 817/949-8228 DIRECTOR OF FACILITY SOUTHLAKE, TX 76902 ARCHITECT LANDSCAPE ARCHITECT CLIENT INFORMATION LPA, INC. 1811 SOUTH ALAMO STREET, SUITE 100 SAN ANTONIO, TX 78204 OLD UNION ELEMENTARY SCHOOL TEL: 210/829-1737 FAX: 210/829-1730 1050 SOUTH CARROLL AVE. CONTACT: JOHN HAUGEN, AIA E-MAIL:John.Haugen@southlakecarroll.edu CONTACT: LELIA GOEHRING E-MAIL: lgoehring@lpainc.com CONTACT: TRAVIS RICE E-MAIL: trice@lpainc.com PROJECT DIRECTORY VICINITY MAP SH E E T N U M B E R SHEET NAME GENERAL G0.0 TITLE SHEET G0.10 SHEET INDEX & GENERAL INFORMATION CIVIL C0.100 OVERALL SITE PLAN LANDSCAPE L1.1 TREE CONSERVATION PLAN ARCHITECTURE A0.10 OVERALL SITE PLAN A1.01 CODE ANALYSIS A1.02 LIGHTING PLAN AND PRODUCT A1.20 CANOPY A1.21 CANOPY RENDERING A2.10 FLOOR PLAN A3.01 EXTERIOR ELEVATIONS A3.02 RENDERINGS NPROPOSED SITE OLD UNION ELEMENTARY SCHOOL ADDRESS: 1050 SOUTH CARROLL AVE. SOUTHLAKE, TX 76902 PROJECT DIRECTORY STRUCTURAL ENGINEER MECHANICAL, ELECTRICAL, PLUMBING ENGINEER CIVIL ENGINEER L.A. FUESS PARTNERS 3333 LEE PARKWAY, SUITE 300 DALLAS, TX 75219 TEL: 214/871-7010 CONTACT: LANCE MUNGER E-MAIL: lmunger@lafp.com IMAGE ENGINEERING GROUP, LTD. 1301 SOLANA BLVD., BUILDING 1, SUITE 1420 WESTLAKE, TX 76262 TEL: 817/410-2858 CONTACT: MARK CARPENTER E-MAIL: mcarpenter@iegltd.com GLENN ENGINEERING 105 DECKER COURT, SUITE 910 IRVING, TX 75062 TEL: 972/717-5151 FAX: 972/989-2174 CONTACT: ROBERT HOWMAN E-MAIL: rahowan@glennengineering.com ZA 18-031 X X X X F . F . E L E V . = 6 0 9 . 7 4 F.F. ELEV. = 609.78 F.F. ELEV. = 609.91 F.F. ELEV. = 609.80 F . F . E L E V . = 6 0 9 . 7 7 F . F . E L E V . = 6 0 9 . 6 8 F.F. ELEV. = 609.63 F.F. ELEV. = 609.68 F . F . E L E V . = 6 0 9 . 7 6 F L A G P O L E B R I C K S I G N G A Z E B O G R A T E I N L E T F L - 5 9 9 . 3 3 ' G R A T E I N L E T F L - 5 9 8 . 8 6 ' G R A T E I N L E T F L - 5 9 8 . 9 8 ' 5 3 . 5 ' 14.9' 2 7 . 0 ' 14.8' 1 2 . 8 ' 4 . 0 ' 1 8 . 7 ' 4.1' 3 4 . 2 ' 3.9' 1 8 . 6 ' 4 . 0 ' 1 7 . 4 ' 6 . 0 ' 4 8 . 0 ' 3.9' 1 8 . 9 ' 4.0' 1 6 . 6 '7.0' 4 4 . 9 ' 67.6' 1 1 . 6 ' 70.5' 2 0 . 0 ' 69.9' 2 9 . 9 ' 4.0' 1 8 . 8 ' 4.1' 1 5 1 . 8 ' 3.9' 1 9 . 1 ' 4.1' 5 1 . 3 ' 46.6' 2 8 . 7 ' 56.2'2.6'24.8'18.9'72.8'6.7'10.0'3 0 . 1 ' 11.0' P O N D P L A Y G R O U N D 5/8" IRF(CM)5/8" IRF(CM)5/8" IRF(CM) L O T 1 B L O C K 1 1 6 . 0 8 1 A C R E S S O U T H C A R R O L L A V E N U E ( 7 0 ' R . O . W . ) C O N T I N E N T A L B O U L E V A R D ( 8 4 ' R . O . W . ) BREEZE WAY(70' R.O.W.)R=635.00L=471.84CB=S68°45'05"ELC=461.06Δ=42°34'26" N 8 9 ° 5 7 ' 4 2 " E 4 3 5 . 4 7 ' R = 5 6 5 . 0 0 L = 1 1 1 . 2 0 C B = S 8 4 ° 2 8 ' 0 2 " E L C = 1 1 1 . 0 2 Δ = 1 1 ° 1 6 ' 3 4 " S 0°02'18" E 624.23' S 8 9 ° 5 7 ' 4 3 " W 9 2 1 . 1 7 ' N 00°21'39" E169.03'S 89°32'26" W175.00'N 0°52'18" W 375.50'R=315.00L=256.02CB=N22°24'43"ELC=249.03Δ=46°34'03"N 45°41'43" E 41.59' L O T 1 B L O C K 6 P U B L I C P A R K D E D I C A T I O N T O T H E C I T Y O F S O U T H L A K E V E R S A I L L E S A D D I T I O N C A B . A , S L I D E 2 9 9 0 P . R . T . C . T . 605605 6 1 0 604604 606606606 607 608 6 0 9 6 0 9 6 0 9 6 0 9 6 0 9 6 0 9 6 0 9 6 0 9 6 0 9 609 6 0 9 609 6 0 9 6 1 1 6 1 1 6 1 1 6 1 1 61 1 6 1 2 605605 6 0 5 6 0 5 6 1 0 6 1 0 6 1 0 6 1 0 6 1 0 604 606606 6 0 6 6 0 6 607 607 6 0 7 6 0 7 6 0 7 6 0 8 6 0 9 6 0 8 6 0 8 608 6 0 8 6 0 8 6 0 8 6 0 8 608 6 0 8 608 608 6 0 8 6 0 8 6 0 8 6 0 8 608 6 0 8 6 0 9 609 609 609 609 6 0 9 6 0 9 609 60 9 6 0 9 609 6 0 9 6 0 9 6 0 9 6 0 9 6 0 9 609 6 0 9 60 9 6 1 1 6 1 1 C O N C . D R I V E CONC. PARKING C O N C . P A R K I N G C O N C . D R I V E C O N C . D R I V E S I D E W A L K S I D E W A L K S I D E W A L K SIDEWALK SIDEWA L K S I D E W A L K SIDEWALK N E W T R A F F I C S P E E D T A B L E N E W S U R F A C I N G F O R P L A Y G R O U N D , R E : L A N D S C A P E NEW SPRINKLERSYSTEM, RE:MEP E X I S T I N G E L E M E N T A R Y S C H O O L 0 S F F F 6 1 0 . 0 0 O N E S T O R Y B R I C K B U I L D I N G N E W S P E E D T R A F F I C T A B L E N E W C A N O P Y N E W C A N O P Y NE W C A N O P Y ADDITIONAL SIDEWALK A D D I T I O N A L S I D E W A L K N E W C A N O P Y N E W C A N O P Y N E W C A N O P Y E L E M E N T A R Y S C H O O L 0 S F F F 6 1 0 . 0 0 O N E S T O R Y 2 6 ' H T . F U L L Y S P R I N K L E D B U I L D I N G N E W C A N O P Y A D D I T I O N A L S I D E W A L K T H E S E A L A P P E A R I N G O N T H I S D O C U M E N T W A S A U T H O R I Z E D B Y M I K E G L E N N , P . E . 3 5 0 5 9 , O N M A R C H 1 2 , 2 0 1 8 Plotted: Apr 4, 2018, 12:26 PM by user: robert - Saved: 4/2/2018 by user: robert D:\Public\Bob's Projects\CARROLL ISD\OLD UNION ELEM SCHOOL\BIDSET\OLD UNION ENG3.dwg 1501 Southlake Boulevard Southlake, Texas 76092 Old Union Addition and Renovations Carroll ISD 1 0 5 D E C K E R C O U R T - S U I T E 9 1 0 I R V I N G , T E X A S 7 5 0 6 2 F A X 9 7 2 - 7 1 7 - 2 1 7 6 P H O N E 9 7 2 - 7 1 7 - 5 1 5 1 G L E N N E N G I N E E R I N G T . B . P . E . F I R M R E G I S T R A T I O N N O . F - 3 0 3 6 0 1 2 0 0 S c a l e 1 " = 6 0 ' S I T E D A T A S U M M A R Y T A B L E S I T E S U M M A R Y C H A R T : B U F F E R Y A R D S C O N T A I N I N G I N A L L 1 6 . 0 8 1 A C R E S O F L A N D S I T U A T E D I N T H E J . W . H A L E S U R V E Y A B S T R A C T N O . 1 8 0 3 , T A R R A N T C O U N T Y , T E X A S O N E L O T M A R C H , 2 0 1 8 O W N E R C A R R O L L I . S . D . G R A P E V I N E , T E X A S 7 6 0 5 1 8 1 7 / 9 4 9 - 8 2 1 8 3 0 5 1 D O V E R O A D E N G I N E E R G L E N N E N G I N E E R I N G C O R P I R V I N G , T E X A S 7 5 0 5 6 9 7 2 - 7 1 7 - 5 1 5 1 T . B . P . E . F I R M R E G . N O . F - 3 0 3 1 0 5 D E C K E R C T . - S U I T E 9 1 0 A R C H I T E C T L P A , I N C . D A L L A S , T E X A S 7 5 2 0 1 4 6 9 - 8 9 9 - 5 1 0 0 1 9 2 0 M c K I N N E Y A V E N U E C a s e N o . : Z A 1 8 - 0 3 1 C O N T A C T : J O H N H A U G E N C O N T A C T : R O B E R T H O W M A N C O N T A C T : C R A I G D R O N E P R O P O S E D C H A N G E S T O S I T E S U M M A R Y T A B L E C 0 1 . 0 0 O V E R A L L S I T E P L A N P R O P O S E D B U I L D I N G A N D A D D I T I O N 1 3 , 9 2 4 6 9 , 6 6 4 G 0 . 1 0 Z A 1 8 - 0 3 1 D S D S D S D S S S D L1.1 LANDSCAPE PLAN & TREE CONSERVATION #/#" = #'-#" 40200 80 N 01OLD UNION ELEMENTARY SCHOOL 1" = 40'-0" TREE LIST PLANTING LEGEND SHRUB LIST LEGEND TREE PRESERVATION CALCULATIONS X TOTAL SITE AREA:538,841 S.F. / 12.37 ACRES EXISTING TREE CANOPY COVER:62,039 S.F. / 1.42 ACRES TREE CANOPY COVER REMOVED:0 S.F TREE CANOPY PRESERVED:100.0% Job. No. Date Checked by Scale De v e l o p e d f o r Da t e Re v i s i o n Da t e Su b m i t t a l lp a @ l p a i n c . c o m lp a i n c . c o m f.e. p.w. 46 9 . 8 9 9 - 5 1 0 1 46 9 . 8 9 9 . 5 1 0 0 19 2 0 M c K i n n e y A v e n u e Te x a s 7 5 2 0 1 Da l l a s , INTERIM REVIEW ONLY DOCUMENT INCOMPLETE. NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION ARCHITECT: LELIA GOEHRING ACH. REG. NO.: 21245 1763010 3/27/2018 Checker Ol d U n i o n E l e m e n t a r y S c h o o l Ad d i t i o n s a n d R e n o v a t i o n s (P A C K A G E 1 ) 10 5 0 S C a r r o l l A v e . , S o u t h l a k e , TX 7 6 0 9 2 Ca r r o l l I . S . D . G0.10 ZA 18-031 S S D A1.20 1 A1.20 6 SPEED TABLE, RE: CIVIL FIRE LANE TURN AROUND ø 100' - 0" 1 5 0 ' - 0 " 150' - 0" L E S S T H A N 1 5 0 '1 1 0 ' - 0 " SPEED TABLE, RE: CIVIL EXISTING SCHOOL 69,664 SF NEW ADDITION 13,924 SF TOTAL SQFT: 83,588 SF NEW CONSTRUCTION EXISTING CONSTRUCTION FIRE LANE FIRE HYDRANT 150' FIRE HOSE REACH Job. No. Date Checked by Scale De v e l o p e d f o r Da t e Re v i s i o n Da t e Su b m i t t a l lp a @ l p a i n c . c o m lp a i n c . c o m f. e. p. w. 46 9 . 8 9 9 - 5 1 0 1 46 9 . 8 9 9 . 5 1 0 0 19 2 0 M c K i n n e y A v e n u e Te x a s 7 5 2 0 1 Da l l a s , As indicated 1763010 4/2/2018 Checker Ol d U n i o n E l e m e n t a r y S c h o o l Ad d i t i o n s a n d R e n o v a t i o n s (P A C K A G E 1 ) 10 5 0 S C a r r o l l A v e . , S o u t h l a k e , TX 7 6 0 9 2 Ca r r o l l I . S . D . OVERALL SITE PLAN A0.10 1" = 40'-0" 1OVERALL SITE PLAN LEGEND ZA 18-031 13 ' - 6 " 225' - 2 3/8" A1.20 5 2/A1.20 18' - 3 3/4" 12 ' - 8 " 12 ' - 8 " 12 ' - 8 " 11 ' - 0 " ALUM WALKWAY COVER 12 A1.20 Sim 16' - 0 3/8" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" NEW FLATWORK, REF. CIVIL EXISTING FLATWORK 6' - 0 " 15' - 11 5/8" 17' - 2 3/8" 16' - 0 3/8" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 1 - FLOOR 0' - 0" 13' - 6" 11 ' - 1 " 9 5/8" 6" x6" EXTRUDED ANODIZED ALUM BEAM BY CANOPY MANUF PAINTED WHITE 6" x6" EXTRUDED ANODIZED ALUM COLUMN BY CANOPY MANUF PAINTED WHITE 1/2" 1'-0" 2' - 7 3 / 4 " 2 3/4" ANODIZED ALUM DECK PAINTED WHITE 16 ' - 0 " 16 ' - 0 " 1 5 ' - 1 1 5 / 8 " 1' - 8 1/4" 13' - 6" 13' - 6" 11 ' - 6 " 6" 10 ' - 6 " 6" EQ EQ EQ EQ 16 ' - 0 " 16 ' - 0 " 11 ' - 6 1 / 8 " 6" 10 ' - 6 " 6" 11 ' - 6 " 1' - 8 1/2" 13' - 6" 13' - 6" EXISTING FLATWORK EXISTING FLATWORK NEW ALUM WALKWAY COVER NEW ALUM WALKWAY COVER NEW FLATWORK REF CIVIL 3 A1.20 3 A1.20 Sim 1' - 0 7/8" 13' - 6" 13' - 6" 13' - 6" 13' - 6" 13' - 6" 1 6 ' - 0 " 2' - 0" 2' - 0 " 1' - 0 " 1' - 0 " 1' - 0" 1' - 0" BRICK VENEER WEATHER BARRIER ON 1/2" SHEATHING ON 4" CFMF 6" HSS COLUMN 1 - FLOOR 0' - 0" 0 - SITE -2' - 6" 1' - 6 5 / 8 " 5 3 / 8 " 8" 5 3 / 8 " 4' - 0 " 2 5 / 8 " 18' - 3 3/4" R 1 7 ' - 0 " 17' -4" T.O. STEEL 6" x6" EXTRUDED ANODIZED ALUM BEAM BY CANOPY MANUF PAINTED WHITE 6" x6" EXTRUDED ANODIZED ALUM COLUMN BY CANOPY MANUF PAINTED WHITE 2 3/4" ANODIZED ALUM DECK PAINTED WHITE BRICK VENEER COLUMN WRAP 6" x6" EXTRUDED ANODIZED ALUM BEAM BY CANOPY MANUF PAINTED WHITE BRICK ACCENT A BRICK ACCENT B 1 - FLOOR 0' - 0" 11 ' - 0 " 10' - 6" 6" 6" 11' - 6" 6" x6" EXTRUDED ANODIZED ALUM BEAM BY CANOPY MANUF PAINTED WHITE 6" x6" EXTRUDED ANODIZED ALUM COLUMN BY CANOPY MANUF PAINTED WHITE 2 3/4" ANODIZED ALUM DECK PAINTED WHITE Job. No. Date Checked by Scale De v e l o p e d f o r Da t e Re v i s i o n Da t e Su b m i t t a l lp a @ l p a i n c . c o m lp a i n c . c o m f. e. p. w. 46 9 . 8 9 9 - 5 1 0 1 46 9 . 8 9 9 . 5 1 0 0 19 2 0 M c K i n n e y A v e n u e Te x a s 7 5 2 0 1 Da l l a s , INTERIM REVIEW ONLY DOCUMENT INCOMPLETE. NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION ARCHITECT: LELIA GOEHRING ACH. REG. NO.: 21245 As indicated 1763010 4/2/2018 Checker Ol d U n i o n E l e m e n t a r y S c h o o l Ad d i t i o n s a n d R e n o v a t i o n s (P A C K A G E 1 ) 10 5 0 S C a r r o l l A v e . , S o u t h l a k e , TX 7 6 0 9 2 Ca r r o l l I . S . D . CANOPY A1.20 1/16" = 1'-0" 1ENLARGED CANOPY PLAN 3/8" = 1'-0" 12 CANOPY SECTION 1/16" = 1'-0" 6ENLARGED CANOPY PLAN 5PLAN DETAIL - CANOPY COLUMN WRAP 1/4" = 1'-0" 2ENTRY CANOPY ELEVATION 3/8" = 1'-0" 3S_CANOPY SECTION ZA 18-031 Job. No. Date Checked by Scale De v e l o p e d f o r Da t e Re v i s i o n Da t e Su b m i t t a l lp a @ l p a i n c . c o m lp a i n c . c o m f. e. p. w. 46 9 . 8 9 9 - 5 1 0 1 46 9 . 8 9 9 . 5 1 0 0 19 2 0 M c K i n n e y A v e n u e Te x a s 7 5 2 0 1 Da l l a s , INTERIM REVIEW ONLY DOCUMENT INCOMPLETE. NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION ARCHITECT: LELIA GOEHRING ACH. REG. NO.: 21245 1763010 4/2/2018 Checker Ol d U n i o n E l e m e n t a r y S c h o o l Ad d i t i o n s a n d R e n o v a t i o n s (P A C K A G E 1 ) 10 5 0 S C a r r o l l A v e . , S o u t h l a k e , TX 7 6 0 9 2 Ca r r o l l I . S . D . CANOPY RENDERING A1.21 ZA 18-031 D S D S D S D S 39 OCC. 4-5 B117 E 1:20 39 OCC. 4-3 B115 1:20 39 OCC. 4-1 B113 E 1:20 39 OCC. 4-2 B114 E 1:20 39 OCC. 4-4 B116 E 1:20 39 OCC. PK -4 A105 E 1:20 39 OCC. PK -2 A104 E 1:20 41 OCC. PK -1 A102 E 1:20 41 OCC. PK -3 A103 E 1:20 CORRIDOR CORRIDOR A TOILET TOILET TOILET TOILET 39 OCC. 4-MAKER B105 E 1:20 15 OCC. 4-6SPED B104 E 1:50 CONTROL CUST ELEC 242 REQUIRED PROVIDED 64" 36 1/2" REQUIRED PROVIDED 64" 29 1/2" 195 REQUIRED PROVIDED 64" 8" 54 EXISTING SCHOOL 69,664 SF, TYPE II PER 1997 UBC &TYPE II -B PER 2015 IBC EXISTING TO REMAIN LIMITS OF STORM SHELTER ROOM NUMBER OCCUPANT LOAD OCCUPANCY LOAD FACTOR OCCUPANCY GROUP INDIVIDUAL ROOM OCCUPANCY LOAD COMBINED ROOM OCCUPANCY LOAD PATH OF TRAVEL / TRAVEL DISTANCE Occ-Load OCC. Room name ### #1:OLF 0 0 BUILDING CLASSIFICATION BUILDING USE: CLASSROOMS OCCUPANCY: EDUCATION ACCESSORY OCCUPANCIES (508.3.1): XX INCIDENTAL USES (508.2): XX CONSTRUCTION TYPE: TYPE II-B FIRE PROTECTION: SPRINKLERED FLOOR AREA ALLOWABLE - IBC (CHAPTER 5) ALLOWABLE BUILDING HEIGHT (TABLE 504.3) HEIGHT: 75 FT ALLOWABLE NUMBER OF STORIES (TABLE 504.4) NUMBER OF STORIES: 3 ALLOWABLE AREA (TABLE 506.2) AREA PER STORY: At= 58,000 SF FRONTAGE INCREASE FACTOR If=(F/P-0.25)W/30 (IBC 506.3) If= .75 (IBC 506.3.3) F= 2077 FT(PERIMETER FRONTING PUBLIC WAY) P= 2077 FT(PERIMETER OF ENTIRE BUILDING) W= 30 (WIDTH OF PUBLIC WAY / OPEN SPACE) AREA INCREASE Aa = At + (NS x If) (IBC 506.2) Aa= 68,875 SF (ALLOWABLE AREA PER STORY) PROPOSED BUILDING HEIGHT & AREA LEVEL 1: SF < 68,875 SF, OK FIRE RESISTANCE REQUIREMENTS: FIRE-RESISTANCE RATING REQ FOR BLDG ELEMENTS (TABLE 601) STRUCTURAL FRAME: 0 EXTERIOR BEARING WALLS: 0 INTERIOR BEARING WALLS: 0 EXTERIOR NONBEARING WALLS: 0 INTERIOR NONBEARING WALLS: 0 FLOOR CONSTRUCTION: 0 ROOF CONSTRUCTION: 0 FIRE-RESISTANCE RATING REQ FOR EXTERIOR WALLS (TABLE 602) 1-HR PROTECTED: < 5'-0" TO 10'-0" NO PROTECTION REQUIRED: ≥ 10'-0" FOR SPECIFIC BUILDING ELEMENTS: FIRE WALL (TABLE 706.4) 2 HR 90 MIN DOOR FIRE BARRIERS (TABLE 707.3.10) 2 HR 90 MIN DOOR FIRE PARTITIONS (708.3) 1 HR 20 MIN DOOR SHAFT ENCLOSURE (707.4) 1 HR 60 MIN DOOR CORRIDORS (TABLE 1017.1) 0 HR INCIDENTAL USE SEPARATIONS (TABLE 509) - N/A EGRESS REQUIREMENTS: OCCUPANCY LOADS (TABLE 1004.1.1) FUNCTION OF SPACE: ACCESSORY STORAGE AREAS, MECH. EQUIPMENT ROOMS 300 GROSS ASSEMBLY W/OUT FIXED SEATS: CONCENTRATED (CHAIRS ONLY) 7 NET STANDING SPACE 5 NET UNCONCENTRATED 15 NET BUSINESS AREAS 100 GROSS CLASSROOMS 20 NET SHOPS AND VOCATIONAL ROOMS 50 NET EXERCISE ROOMS 50 NET KITCHENS (COMMERCIAL) 200 GROSS LOCKER ROOMS 50 NET STAGES AND PLATFORMS 15 NET LIBRARY: STACK AREA 100 NET READING ROOM 50 NET REQUIRED EGRESS WIDTH: MINIMUM CORRIDOR WIDTH (TABLE 1005.1) 44" MIN OR .15" PER OCCUPANT MINIMUM STAIR WIDTH (TABLE 1005.1) 44" MIN OR .20" PER OCCUPANT (1009.1, EXC 1) 36" MIN IF <50 OCC LOAD. MAXIMUM OCCUPANT LOAD PER EGRESS WIDTH: 3' DOOR - 32"/.15 = 213 OCCUPANTS 6' DOOR - 64"/.15 = 426 OCCUPANTS NUMBER OF EXITS REQUIRED (TABLE 1015/TABLE 1019.1) 1-49 OCCUPANTS 1 51-500 OCCUPANTS 2 501 - 1000 OCCUPANTS 3 10001 OR MORE OCCUPANTS 4 MAXIMUM TRAVEL DISTANCE TO AN EXIT (TAB 1016.1) 250' MAXIMUM LENGTH OF DEAD END CORRIDORS (1017.3.3) 20' COMMON PATH OF EGRESS TRAVEL (1014.3) 75' STORM SHELTERS (423): GROUP E OCCUPANCIES WITH AN AGGREGATE OCCUPANT LOAD OF 50 OR MORE SHALL HAVE A STORM SHELTER CONSTRUCTED IN ACCORDANCE WITH ICC 500. THE SHELTER SHALL BE CAPABLE OF HOUSING THE TOTAL OCCUPANT LOAD OF THE GROUP E OCCUPANCY. (423.4) ICC500-14 CHAPTER 7 De v e l o p e d f o r Da t e Re v i s i o n Da t e Su b m i t t a l lp a @ l p a i n c . c o m lp a i n c . c o m f. e. p. w. 46 9 . 8 9 9 - 5 1 0 1 46 9 . 8 9 9 . 5 1 0 0 19 2 0 M c K i n n e y A v e n u e Te x a s 7 5 2 0 1 Da l l a s , INTERIM REVIEW ONLY DOCUMENT INCOMPLETE. NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION ARCHITECT: LELIA GOEHRING ACH. REG. NO.: 21245 Ol d U n i o n E l e m e n t a r y S c h o o l Ad d i t i o n s a n d R e n o v a t i o n s (P A C K A G E 1 ) 10 5 0 S C a r r o l l A v e . , S o u t h l a k e , TX 7 6 0 9 2 Ca r r o l l I . S . D . A1.01 1" = 20'-0" 1CODE ANALYIS PLAN LEGEND 2015 IBC CODE ANALYSIS ZA 18-031 13,924 CODE ANALYSIS Job. No. Date Checked by Scale As indicated 1763010 4/2/2018 Checker De v e l o p e d f o r Da t e Re v i s i o n Da t e Su b m i t t a l lp a @ l p a i n c . c o m lp a i n c . c o m f. e. p. w. 46 9 . 8 9 9 - 5 1 0 1 46 9 . 8 9 9 . 5 1 0 0 19 2 0 M c K i n n e y A v e n u e Te x a s 7 5 2 0 1 Da l l a s , INTERIM REVIEW ONLY DOCUMENT INCOMPLETE. NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION ARCHITECT: LELIA GOEHRING ACH. REG. NO.: 21245 Ol d U n i o n E l e m e n t a r y S c h o o l Ad d i t i o n s a n d R e n o v a t i o n s (P A C K A G E 1 ) 10 5 0 S C a r r o l l A v e . , S o u t h l a k e , TX 7 6 0 9 2 Ca r r o l l I . S . D . LIGHTING PLAN AND PRODUCT A1.02 ZA 18-031 Job. No. Date Checked by Scale As indicated 1763010 4/2/2018 Checker D S D S D S D S 787 SF 4-6SPED B104 760 SF 4-MAKER B105 787 SF 4-2 B114 774 SF 4-4 B116 778 SF 4-5 B117 791 SF 4-3 B115 789 SF 4-1 B113 808 SF CORRIDOR B101 810 SF PK-1 A102 809 SF PK-3 A103 844 SF PK-4 A105 845 SF PK-2 A104 64 SF TOILET A108 64 SF TOILET A106 64 SF TOILET A107 64 SF TOILET A109 170 SF CONTROL B106 202 SF ELEC B108 EXISTING 610 SF CORRIDOR B103 97 SF CUST B107 426 SF CORRIDOR A A101 74 SF VEST A100 83 SF VEST B B102 303 SF G B112 302 SF B B111 41 SF PORT B109 A102 A106 A107 A103 A105 A104 A108 A109 A101B A101A A100 69 SF VEST C B100 57 SF ST B110 A3.01 1 A3.01 2 A3.01 3 A3.01 4 Job. No. Date Checked by Scale De v e l o p e d f o r Da t e Re v i s i o n Da t e Su b m i t t a l lp a @ l p a i n c . c o m lp a i n c . c o m f. e. p. w. 46 9 . 8 9 9 - 5 1 0 1 46 9 . 8 9 9 . 5 1 0 0 19 2 0 M c K i n n e y A v e n u e Te x a s 7 5 2 0 1 Da l l a s , INTERIM REVIEW ONLY DOCUMENT INCOMPLETE. NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION ARCHITECT: LELIA GOEHRING ACH. REG. NO.: 21245 1/8" = 1'-0" 1763010 Checker Ol d U n i o n E l e m e n t a r y S c h o o l Ad d i t i o n s a n d R e n o v a t i o n s (P A C K A G E 1 ) 10 5 0 S C a r r o l l A v e . , S o u t h l a k e , TX 7 6 0 9 2 Ca r r o l l I . S . D . FLOOR PLAN A2.10 1FLOOR PLAN ZA 18-031 4/2/2018 1 - FLOOR 0' - 0" SHINGLE MANSARD ROOF BRICK (FIELD) BRICK (ACCENT A) BRICK (ACCENT B) PREFIN MTL COPING 17' - 4" 0' - 0" 22' - 5" 1 - FLOOR 0' - 0" BRICK (FIELD) BRICK (ACCENT A) BRICK (ACCENT B) SHINGLE MANSARD ROOF PRE FIN MTL COPING PRE FIN MTL COPING SHINGLE MANSARD ROOF METAL PANEL TOTAL SURFACE AREA = 2488 SF MASONRY AREA= 2260 SF %MASONRY = 91% 24' - 10 3/4" 17' - 4" 22' - 5" 1 - FLOOR 0' - 0" BRICK (ACCENT A) BRICK (ACCENT B) BRICK (ACCENT C) SHINGLE ROOF MANSARD PREFIN MTL COPING MTL PANEL TOTAL SURFACE AREA = 2936 SF MASONRY AREA= 2395 SF %MASONRY = 82% 24' - 10 3/4" 17' - 4" 22' - 5" 1 - FLOOR 0' - 0" BRICK FIELD BRICK (ACCENT A) BRICK (ACCENT B) PREFINISHED METAL GUTTER PREFINISHED MTL COPING SHINGLE ROOF METAL PANEL 24' - 10 3/4" 22' - 5" TOTAL SURFACE AREA = 1500 SF MASONRY AREA= 1214 SF %MASONRY = 81% De v e l o p e d f o r Da t e Re v i s i o n Da t e Su b m i t t a l lp a @ l p a i n c . c o m lp a i n c . c o m f. e. p. w. 46 9 . 8 9 9 - 5 1 0 1 46 9 . 8 9 9 . 5 1 0 0 19 2 0 M c K i n n e y A v e n u e Te x a s 7 5 2 0 1 Da l l a s , INTERIM REVIEW ONLY DOCUMENT INCOMPLETE. NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION ARCHITECT: LELIA GOEHRING ACH. REG. NO.: 21245 Ol d U n i o n E l e m e n t a r y S c h o o l Ad d i t i o n s a n d R e n o v a t i o n s (P A C K A G E 1 ) 10 5 0 S C a r r o l l A v e . , S o u t h l a k e , TX 7 6 0 9 2 Ca r r o l l I . S . D . EXTERIOR ELEVATION A3.01 1/8" = 1'-0" 1NORTH ELEVATION 1/8" = 1'-0" 2EAST ELEVATION 1/8" = 1'-0" 3SOUTH ELEVATION 1/8" = 1'-0" 4WEST ELEVATION ZA 18-031 ON RAISED ELEMENT TO PROVIDE CLERESTORY LIGHTING INTO CLASSROOM ON RAISED ELEMENT TO PROVIDE CLERESTORY LIGHTING INTO CLASSROOM ON RAISED ELEMENT TO PROVIDE CLERESTORY LIGHTING INTO CLASSROOM TOTAL SURFACE AREA = 753 SF MASONRY AREA = 753 SF % MASONRY = 100% TOTAL SURFACE AREA = 1489 SF MASONRY AREA = 1279 SF % MASONRY = 86% TOTAL SURFACE AREA = 2716 SF MASONRY AREA = 2478 SF % MASONRY = 91% TOTAL SURFACE AREA = 2898 SF MASONRY AREA = 2344 SF % MASONRY = 81% FOR MECHANICAL SCREENING FOR MECHANICAL SCREENING FOR MECHANICAL SCREENING FOR MECHANICAL SCREENING FOR MECHANICAL SCREENING Job. No. Date Checked by Scale As indicated 1763010 4/2/2018 Checker De v e l o p e d f o r Da t e Re v i s i o n Da t e Su b m i t t a l lp a @ l p a i n c . c o m lp a i n c . c o m f. e. p. w. 46 9 . 8 9 9 - 5 1 0 1 46 9 . 8 9 9 . 5 1 0 0 19 2 0 M c K i n n e y A v e n u e Te x a s 7 5 2 0 1 Da l l a s , INTERIM REVIEW ONLY DOCUMENT INCOMPLETE. NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION ARCHITECT: LELIA GOEHRING ACH. REG. NO.: 21245 Ol d U n i o n E l e m e n t a r y S c h o o l Ad d i t i o n s a n d R e n o v a t i o n s (P A C K A G E 1 ) 10 5 0 S C a r r o l l A v e . , S o u t h l a k e , TX 7 6 0 9 2 Ca r r o l l I . S . D . RENDERINGS A3.02 ZA 18-031 Job. No. Date Checked by Scale As indicated 1763010 4/2/2018 Checker