2019 - 2020 PORTFOLIO by Eberth Arteaga

ARCHITECTURE PORTFOLIO

Eberth Arteaga

ARCHITECTURE PORTFOLIO

Eberth Arteaga 4938 Oakland St, Houston, TX 77023 Phone: (832) 423 0686 Email: arteagaeberth@gmail.com

01 02

00 Content

Lakeland Elementary School Atascocita High School Addition

Project Type: Company: Year: Software: Responsibilty:

Educational PBK Architects 2020 SketchUp / Revit / Enscape / Photoshop Design Development: - BIM Modeling - Sheet and View Creation - Assisted Project Manager with Consultant coordination Construction Documents: - Site Plans - Floor Plans - Reflected Ceiling Plans - Exterior Elevations - Door Schedules - Dimensioning - Keynoting - Redlines Construction Administration: - Submittal Review - Issued RFI Responses - Issued ASI - Issued Change Proposal Requests made by Client Renders: - Generated 3D Perspectives using Enscape render Software and Photoshop

01 Lakeland Elementary School

Exterior Perspective - Main Drive Entrance

Exterior Perspective - Commons Hall

Interior Perspective - Cafeteria

Interior Perspective - Main Lobby

Interior Perspective - Library

FOR BLUEBEAM LABELING OCR:

ARCHITECTURAL SITE PLAN

AS101

GENERAL ARCH SITE P 022

1. REFER TO CIVIL DOCUMENTS 2. COORD. ALL SPOT ELEVATIONS AND DIMENSIONS WITH CIVIL, DOCUMENTS 3. PROVIDE AND INSTALL POSITIVE DRAINAGE AWAY FROM ALL B MAXIMUM AT ALL EXTERIOR PAVED PEDESTRIAN AREAS, INCL SIDEWALKS, PATIOS, STAIRS, PAVING, U.N.O. 4. PROVIDE AND INSTALL POSITIVE DRAINAGE AWAY FROM ALL B DISTANCE OF 10 FEET AT ALL EXTERIOR NON-PAVED AREAS U 5. REFER TO CIVIL DOCUMENTS FOR CONCRETE SIDEWALK EXPA SIDEWALK CONTROL JOINTS 6. VERIFY AND CONFIRM ALL JOINT LAYOUTS AT ALL CONCRETE POURING OF CONCRETE 7. PROVIDE AND INSTALL CONCRETE SIDEWALK EXPANSION JOIN INDICATED AT 50 FEET ON-CENTER MAX. U.N.O. 8. PROVIDE AND INSTALL CONCRETE SIDEWALK CONTROL JOINT INDICATED AT DISTANCES EQUIVALENT TO SIDEWALK WIDTH, CENTER MAX. 9. VERIFY ALL SITE SIGNAGE LOCATIONS WITH ARCH. PRIOR TO 10. ALL PARKING LOT STRIPING TO BE VERIFIED WITH ARCHITECT SPECS.

023 023

015

14/AS105

017

'-0" R97

6/AS104 025

2/AS105

HYDROMULCH AS REQ. BASED ON CONSTRUCTION DISTURBANCE

026

22/AS105 026

PARKING SPACES

24/AS105 011

PARKING AREA 'A':

24'-0"

013

NEW STANDARD PARKING SPACES NEW ACCESSIBLE PARKING SPACES REQUIRED ACCESSIBLE PARKING SPACES

008

4/AS102

PARKING AREA 'B':

24'-0 "

" 0'-0 R3

011

6/AS102

NEW STANDARD PARKING SPACES NEW ACCESSIBLE PARKING SPACES REQUIRED ACCESSIBLE PARKING SPACES

0" 4'R5 '-0" R30

026

22/AS105

NEW STANDARD PARKING SPACES NEW ACCESSIBLE PARKING SPACES REQUIRED ACCESSIBLE PARKING SPACES

013 011

" 8'-0 R4

2/AS102

NUMBER

008

008 011 013 015 017 022 023 025

011

5/AS105

34 SPACES 2 SPACES 2 SPACES

TOTAL:

023

144 SPACES 5 SPACES 5 SPACES

038

R30'-0"

PARKING AREA A

ORNAMENTAL CANTILEVER GATE

038

HYDROMULCH AS REQ. BASED ON CONSTRUCTION DISTURBANCE

R7 5'-0 "

026 038

178 SPACES 7 SPACES 7 SPACES

KEYNOTE LEGE

DESCRIPTION

PAINTED STRIPES - 4" WIDE, TYP VERIFY SPACING W ACCESSIBLE RAMP. RE: CIVIL CONCRETE WALK; RE CIVIL DRAWINGS 8' TALL CHAIN LINK FENCE GATE 8'-0" ORNAMENTAL FENCING, RE: SPECS DETENTION POND RE: CIVIL 8'-0" CHAIN LINK FENCE, RE: 14/AS511; RE: SPECS CONCRETE MEANDERING TRACK. 10' WIDE. LAYOUT OF EXISTING TREES TO MINIMIZE AMOUNT OF TREE EXTERIOR RUBBERIZED PLAYGROUND FLOORING, R TO BE OFCI. GC TO COORDINATE WITH CIVIL FOR DR ORNAMENTAL FENCE 3'-0" WIDE GATE W/ PANIC HAR

" '-0 05 R1

SITE LEGEND

6/AS103

22/AS102 SOD RE: SPECS

FLEXTERRA RE: SPE

'-0" R70

" '-0 10 R1

R8 0'0"

R40'0"

LINE OF 30'-0" OPEN AREA FOR FRONTAGE AREA INCREASE

HORIZONTAL PIVOT SWING BARRIER W/ KNOX BOX

3/AS104

PARKING AREA B

3/AS103

PORTABLE CLASSROOM EXPANSION AREA; COORDINATE W/ CIVIL AND MEP FOR SITE UTILITIES

HYDROMULCH AS REQ. BASED ON CONSTRUCTION DISTURBANCE HYDROMULCH AS REQ. BASED ON CONSTRUCTION DISTURBANCE

HORIZONTAL PIVOT SWING BARRIER W/ KNOX BOX

HYDROMULCH AS REQ. BASED ON CONSTRUCTION DISTURBANCE

ath: C:\_RevitLocal\A19_19126_Lakeland_bcassino.rvt

MARQUEE SIGN, RE: 4/AS511

Composite Site Plan

GRASS PAVE

59'-10 7/8"

AS511

017 3001 3001

3001

59'-10 59'-10 7/8" 7/8" 2'-0"

4'-6"

SILL

POST ADDENDUM SET

23/2 56" 23/2 56"

R1 4'-6 R5 R7'-6" '-6 " R5 R7'-6" '-6 "

Steel

Black

Steel

---

Black

3002

4'-6"

8'-0"

Steel

Black

Steel

---

Black

22 Area

1/8" = 1'-0"

27'-1 1/4"

6" /25 29 01 '-1 R4

3'-5" M.O.

8" /12 59

35'-9"

18 / A-202

R27'-4 197/256"

R8'-7 17/ 256"

33'-4"

R5'-0"

'-0 R8

RUBBER 1

0'-0 R2

15 / A-202 002

13/6 4" " /128

36'-0"

6'-5" 2'-2". M.O. 6'-5" 2'-2". M.O.

017

" '-9 R7 RUBBER 2

TURF HILL 35'-9"

R2'-0 39/64"

27'-1 1/4"

3'-7 5/8"

2'-2".

3002

9'-11 5/8"

49 R8'-1

6'-5" M.O.

R5'-2

3" 1'R1

R9'-10 53/128"

56" 7/2

169/ 256"

Area D - Pre K + Kinder Grade Outdoor Learning

22 PRE-K + KINDER OUTDOOR LEARNING 1/8" = 1'-0"

59'-10 7/8"

017

3001

2'-0"

4'-6"

8'-0"

Da Descri D

Addendum 1 Addendum 05 2020-04 05

BUILDING BUILDING NUMBER NUMB

DESCRIPTION

8'-0"

002

R4'-7

BUILDING NUMBER

AS102 AS AS

CURB - 6" CONCRETE TYPICAL, REFER TO CIVIL DRAWINGS CONCRETE PAVED AREA; RE CIVIL DRAWINGS MOW STRIP 8'-0" ORNAMENTAL FENCING, RE: SPECS OUTDOOR LEARNING STRUCTURE, RE: SPECS REMOVABLE BOLLARDS, RE: SITE DETAILS, RE: SPECS SERVICE YARD FENCE, RE: 6/AS510; RE: SPECS WINDOW SUN SHADE, RE: SPECS

RUBBER 3

2" 21/3

SITE PLANSITE SIT ENLARGED PLANS ENLARGE ENLAR KEYNOTE LEGEND

NUMBER

002 006 014 017 018 024 039 511

DRAWING DRAWING HISTORY HISTO

Description No. No.

Addendum 05

POST ADDENDUMPOST SETPOST ADD

34'-11 1/8"

34'-11 1/8" R13'-8 89/256"

25'-4 1/8" 25'-4 1/8"

40.0

2'-2".

RUBBER 1

6'-5" 2'-2". M.O.

CCC

5/32" 5/32" '-10 '-10 R13 R13

BOX

40.0

'-3 R7

TURF HILL

36'-0"

13'-0"

06 / A-202

06 / A-202 36'-0"

13'-0"

C - 1st + 2nd Grade Outdoor Learning

1/8" 1/8" = 1'-0" = 1'-0"

BY MANUFACTURER BY MANUFACTURER

6'-5" M.O.

13'-0"

06 / A-202

R11'-9 205/256"

No.

HUMH

PROJECT DATE DATENUM

19126 2020/05/04 2020/05/04

DRAWING HISTORY

4'-6" 1'-2 3/8"

8'-0"

CLIENT

HUMBLE ISD DATE

8'-0"

4'-6"

TRUE NOR

2'-7" . 2'-7" .

16'-1 1/2" 16'-1 1/2" 29/32" 29/32" R21'-7 R21'-7

30'-0" 30'-0"

R13'-8 89/256" REMARKS

R21'-7 29/32"

8'-0"

20'-0"

R7'-1 45/128"

R1 4'-6

23/2 56" R1 4'-6

R5 R7'-6" '-6 "

HDW

PLAN

014 014

2'-7" .

2020/05/04

1ST + 2ND1ST GRADE LEARNING 1ST + 2ND +OUTDOOR 2ND GRADE GRADE OUTDOOR LEARNING LEARNING 40.1OUTDOOR RE: 6/AS510, INCLUDE KNOCK

LEVEL 1 3000

03 / A-202

37'-0"

8'-4 1/8" M.O. 8'-4 1/8" M.O.

R1 3'-4 237 /25 R1 6" 3'-4 237 /25 6"

2'-7'.

SHEET A-541 UNO HEAD

16'-1 1/2"

Sim 28 / AS510

JAMB

2'-7'.

FIN

NORTH:

16'-0 1/2"

TYPE

KEY PLAN KEYKEY PLAN PLAN

6 / A-212 6 / A-212

014 018 018

R13'-2 241/256"

MATL

24 R4 7/25 6" 7'11 11 /64 "

FIN

30'-0" 30'-0"

25'-4 1/8" 2'-9 1/2" 2'-9 2'-5" 1/2" 2'-5" M.O. M.O. GENERAL

R2 4'0

Curb - 6” Concrete Typical, Refer to Civil Drawings Concrete Paved Area; Refer to Civil Drawings Painted Stripes - 4” Wide, Typ. Verify Spacing with Architect Accessible Ramp, Refer to Civil Drawings Concrete Walk; Refer to Civil Drawings Mow Strip 8’ Tall Chain Link Fence Gate 8’ Ornamental Fencing Outdoor Learning Structure Detention Pond, Refer to Civil Removable Bollards Concrete Meandering Track. 10’ Wide Exterior Rubberized Playground Flooring Ornamental Fence 3’ wide gate with Panic Hardware Service Yard Fence Window Sun Shade

TYPE

3001

B - Gym Outdoor Learning

1/8" 1/8" = 1'-0" = 1'-0"

15'-8 1/2" 15'-8 1/2"

30'-0"

R13'-8 89/256"

8'-4 1/8" M.O.

R1 3'-4 237 /25 6"

35'-5 1/4"

FRAME

MATL

4'-10"

4 4 Area

1/8" = 1'-0"

PANEL H

03 / A-202

21 / A-202

37'-0"

GYM OUTDOOR LEARNING GYM GYM OUTDOOR OUTDOOR LEARNING LEARNING

SIZE

25'-1"

66 Area B - Enlarged Mechanical Yard

15'-8 1/2"

5/32" '-10 R13

2'-9 1/2" 2'-5" M.O.

AS510AS510

11'-6 1/4" 11'-6 1/4"

R11'-9 205/256"

53'-1" 51'-1 7/8" 53'-1"

53'-1" 51'-1 7/8" 21 / A-202

24 / A-202 MARK

PAVER 2PAVER 2

30'-0"

EXTERIOR GATES 2'-10 5/8"

2'-10 5/8"

3'-4" M.O. 3'-4" M.O.

6'-4" 6'-4" 1'-6 1/2" 1'-6 1/2" M.O. M.O.

3'-4" M.O.

6'-4" 1'-6 10'-6 3/8" 10'-61/2" 3/8" M.O.

2'-10 5/8"

6'-8 1/2"

024 024

10'-63/4" 3/8" 4'-4" 4'-4" 4'-4"4'-4" 4'-4" 7'-3 3/4" 7'-3 M.O.M.O. M.O. M.O. M.O.

1" HECKED CHECKED BY: BY: ecker Checker RAWN DRAWN BY: BY: ENLARGEDENLARGED MECHANICAL/SERVICE YARD ENLARGED MECHANICAL/SERVICE MECHANICAL/SERVICE YARD YARD 1/8" = 1'-0" thor Author 1/8" 1/8" = 1'-0" = 1'-0" ot Plot Stamp: Stamp: /2020 5/4/2020 3:05:02 3:05:02 PM PM

002 006 008 011 013 014 015 017 018 022 024 025 026 038 039 511

24 / A-202

12'-10"

12'-10" 4'-5 1/8"

6'-8 1/2" 4'-11 1/8" 4'-5 1/8"

4'-11 1/8"

4'-4" 7'-3 3/4" 15'-2 3/4" 15'-2 3/4" M.O.

15'-5 1/4" 15'-5 1/4"

6 / A-212

18 18 R18 R18 '-6" '-6" PAVER 1PAVER 1 R2 R2 R5 2'-9 1 2'-9 1 R5 R5 95/2 95/2 '-6 '-6 " 56" 56" 018'-6" "

11'-6 1/4"

13'-7 3/4" 13'-7 3/4" R5'-0 97/128" R5'-0 97/128"

2'-7" 2'-7"

35'-5 1/4"

8'-4" M.O. 8'-4" M.O. 3'-4" M.O. 3'-4" M.O.

63'-0" 15'-8" 63'-0" 15'-8"

63'-0" 15'-8" 3'-4" M.O.

20'-0"

20'-0" 1'-10"

16'-7 3/4" 4'-5 1/8" 1'-10" 16'-7 3/4"

024

4'-11 1/8"

1'-10"

16'-7 3/4"

3'-7 1/2"

FOR BLUEBEAM LABELING OCR:

16'-1 1/2"

16'-1 1/2" 8'-4" M.O.

3'-7 1/2"

20'-0"

6/AS510

File Path: C:\_RevitLocal\A19_19126_Lakeland_bcassino.rvt

SITE PLAN ENLARGED PLANS

15'-2 2'-73/4" 3/8" 2'-7 3/8"

024 024

006 006

13'-7 3/4" R5'-0 97/128"

AS510

" R6'-2

1'-0" 1'-0"

024

B BB

A-301A-301

B BC A D

256" 256" 161/ 161/ '-10 '-10 R11 R11

15'-5 1/4"

PAVER 1

" R6'-2

024 024

2'-7"

R18 '-6"

" '-0 R3 " '-0 R3

1'-0"

006

R21'-10 31/32" 12

" '-6 R3 " '-6 R3

R5 R '-0 5'-0 " " 024

B BB

12 A-301

PAVER 2

R21'-10R21'-10 R22 223/256223/256 " " '-9 19 5/2 56" 31/32" 31/32" R21'-10R21'-10

" R6'-2

3000 3000

SERVICE SERVICE YARDYARD

R21'-10 223/256 "

B C 6" 6" 6" 25 16/21/5 /25 '-12003 203 RR11 7'-4 R7'-4

23/256" 23/256"23/256" R10'-6 R10'-6 R10'-6 " " R12'-1 113/256" R12'-1 R12'-1 113/256" 113/256" 6'-6 R16'-6 R1'-6 " '-6" R14 R14

'-6" R16 " 14'-6

" '-0 R3

SERVICE YARD

" '-6 R3

039 039

/256 "

AS510AS510

30'-0" 26 26 30'-0" 30'-0" 006 006 006 R16'-8 R16'-8 143/256 143/256143/256 " 16'-6" " 16'-6" " 16'-6" R19 R19 '-1 69 '-1 69 /256 /256 " "

" " '-0 5'-0 R5 R

2'-7 3/8"

12'-11 12'-11 5/8" 5/8" R16'-8

R19 '-1 69

13'-0"

12'-11 5/8"

A-322A-322

03 / A-202 37'-0"

A-322

16 16 56" /2 203 AS510 '-4AS510 R7

PAVER 2PAVER 2 AS510

26 / A-212

23'-3 1/2" 23'-3 1/2"

51'-1 7/8"

23'-3 1/2"

36'-7 3/8" 36'-7 3/8"

21 / A-202

36'-7 3/8"

AS510

R11'-9 205/256"

5'-0" 5'-0"

2'-7'.

37'-5 3/8"

5'-0"

PAVER 1PAVER 1

4" 55/6 11 R9'4" 55/6 11 R9'-

51'-8" 51'-8" 46'-8" 46'-8"

R17 R17 '-6 1 '-6 1 95/2 95/2 56" 56"

PAVER 2

8'-2" 8'-2"

R17 '-6 1 95/2 56"

511 511

4" 55/6 11 R9'-

51'-8"

R5 '-0 "

8'-2" 8'-0" 8'-0"

28 / AS510 511 511 28 / AS510 28 / AS510 Sim Sim Sim

PAVER 1

46'-8"

3000

017 017

8'-0" 2'-0" 2'-0" 4'-6" 4'-6"8'-0" 8'-0" 8'-0"

AS511 AS511

511

039

Humble, TX 77338

1/8" 1/8" = 1'-0" = 1'-0"

511

" '-0 R5

NEW LAKELAND NEW LAKELAND HUMBLE INDEPENDENT SCHOOL DIST

NEW LAKELAN

1/8" = 1'-0"

AS102

C:\_RevitLocal\A19_19126_Lakeland_bcassino.rvt

+ KINDER OUTDOOR LEARNING PRE-K PRE-K + KINDER + KINDER OUTDOOR OUTDOOR LEARNING LEARNING 22 PRE-K22 22

8'-2"

SITE PLAN ENLARGD PLANS

006 008 009 010 016 019 511

1" 9'-4 1/4"

3'-2"

R5 '-0 "

9'-4 1/4"

SERVICE YARD

KEYNOTE LEGEND

CONCRETE PAVED AREA; RE CIVIL DRAWINGS PAINTED STRIPES - 4" WIDE, TYP VERIFY SPACING W ARCH NUMBER RE SPECS DESCRIPTION FLAGPOLE; CANOPY; RE SPECS 006 CONCRETE PAVED AREA; RE CIVIL DRAWINGS BICYCLE RACKS 008 PAINTED LANDSCAPE, RE: DWGSSTRIPES - 4" WIDE, TYP VERIFY SPACING W ARCH 009 SPECS WINDOW SUNFLAGPOLE; SHADE, RE:RE SPECS 010 CANOPY; RE SPECS 016 BICYCLE RACKS 019 LANDSCAPE, RE: DWGS 511 WINDOW SUN SHADE, RE: SPECS

ARCHITECT

11 Gr

ARC

009

R5 '-0 "

511

3'-2"

SERVICE YARD 009

15'-0"

511

A-322 009

15'-0"

4 A-322 FD

009

45°

15'-0"

FD FD

15'-0"

3 AS510

15'-0"

3 AS510

5'-0"

511

511 1 10 1 10

1 09 1

15'-0"

NEW LAKELAND ELEMENTARY SCHOOL

15'-0"

5'-0"45° FD

15'-0"

010

3'-11 1/8" 010

016

15'-0"

3'-11 1/8" 016 511

15'-0"

511

9'-4 1/4"

62'-5 3/8" 4

010

AS510 62'-5 3/8"

006

11 1/8"

15'-0"

AS510 006

15'-0"

15'-0" 12'-2 1/2"

15'-0"

9'-3 5/8"

15'-0"

11 1/8"

15'-0"

010

019

4'-1 5/8"

15'-0"

EXTERIOR LIGHTING SECURED TO BOTTOM OF DECKING RE: ELEC

15'-0"

511

KEY PLAN

AS510

15'-0" 010

15'-0"

75'-9 5/8"

15'-0"

15'-0" 15'-0"

019

3 010

15'-0"

3 AS510

DATE

EXTERIOR LIGHTING SECURED TO BOTTOM OF DECKING RE: ELEC

15'-0"

EXTERIOR LIGHTING SECURED TO BOTTOM OF DECKING RE: ELEC

2020/05/04

DRAWING HIST

No.

15'-0"

AS510

POST 15'-0" 2'-8 1/8"

BUILDING NUM

SITE PL

9'-4 3/8"

Enlarged Site Plan - Bus Drop Off

ENLARGED SITE PLAN - BUS DROP OFF 1/8" = 1'-0"

ENLARGED SITE PLAN - BUS DROP OFF

2'-8 1/8"

3'-2"

9'-4 3/8"

1/8" = 1'-0"

ALIGN

15'-0"

019

AS510

010

15'-0"

511

15'-0"

50'-0 5/8"

AS510

50'-0 5/8" 4 15'-0" AS510

ALIGN

15'-0"

019

EXTERIOR LIGHTING SECURED TO BOTTOM OF DECKING RE: ELEC

CKED BY: ker PM BY: WN r Stamp: 20 3:05:07 PM

010

15'-0" 9'-3 5/8"

15'-0"

4'-1 5/8"

12'-2 1/2"

15'-0"

186'-4"

008

9'-4 1/4"

186'-4"

008

3'-2"

AS103

9'-4 3/8"

Enlarged Site Plan - Special Ed Drop Off

ENLARGED SITE PLAN - SPECIAL ED DROP OFF 1/8" = 1'-0"

30'-0"

R3 7'0"

2/AS105

R3 '-0 "

" '-0 R7

" '-0 R3

" 56 1/2 '-0 R3

15'-0"

" '-0 R7

R6 '-6 "

KEYNOTE LEGEND

007

DESCRIPTION

CURB - 6" CONCRETE TYPICAL, REFER TO CIVIL DRAWINGS ACCESSIBLE PARKING SIGN POST LIGHT POLE; RE MEP DRAWINGS CONCRETE DRIVE; RE CIVIL DRAWINGS CONCRETE PAVED AREA; RE CIVIL DRAWINGS CONCRETE WHEEL STOP; RE SITE DETAILS PAINTED STRIPES - 4" WIDE, TYP VERIFY SPACING W ARCH CANOPY; RE SPECS ACCESSIBLE RAMP. RE: CIVIL CONCRETE WALK; RE CIVIL DRAWINGS OUTDOOR LEARNING STRUCTURE, RE: SPECS LANDSCAPE, RE: DWGS

008

PBK Architects, Inc. PBK.com HOUSTON 11 Greenway Plaza, 22nd Floor Houston, TX 77046 713-965-0608 P 713-961-4571 F TX Firm: F-1608 PACHECO KOCH KYLE WHITIS T 281-883-0103 DALLY AND ASSOCIATES SAM IBRAHIM T 7133378881 SALAS O'BRIEN DAN STEPHENS T 281-664-1900 FOOD SERVICE DUANE MIKKELSON T 281-350-2323

4'-0"

ARCHITECT

019

013

15'-0"

002 003 004 005 006 007 008 010 011 013 018 019

15'-0"

NUMBER

019

002

R7 '-0 1/6 4"

FOR BLUEBEAM LABELING OCR:

SITE PLAN ENLARGED PLANS

Curb - 6” Concrete Typical, Refer to Civil Drawings Accessible Parking Sign Post Light Pole; Refer to MEP Drawings Concrete Drive; Refer to Civil Drawings Concrete Paved Area; Refer to Civil Drawings Concrete Wheel Stop Painted Stripes - 4” Wide, Typ. Verify Spacing with Architect Flagpole Canopy Accessible Ramp, Refer to Civil Drawings Concrete Walk; Refer to Civil Drawings Detention Pond, Refer to Civil Outdoor Learning Structure Landscaping Window Sun Shade

AS104

002 003 004 005 006 007 008 009 010 011 013 016 018 019 511

006

15'-0"

019

16'-0"

18'-0"

30'-0"

18'-0"

30'-0"

18'-0"

5'-0"

10'-6"

R1 0'0"

15'-0" 15'-0" 15'-0" 15'-0" 008

B C

A D

15'-0" 15'-0" 15'-0"

010 013

30'-0"

15'-0"

6/AS105

R7'-0 "

R7 '-0 "

15'-0"

EXTERIOR LIGHTING SECURED TO BOTTOM OF DECKING RE: ELEC

15'-0"

30'-0"

15'-0"

R3 '-0 "

'-0" R3

" '-0 R7

15'-0"

TRUE

CLIENT

HUMBLE ISD

DATE

002

PLAN

" '-0 R7

15'-0"

007 NORTH:

R3 '-0 "

002

File Path: C:\_RevitLocal\A19_19126_Lakeland_bcassino.rvt

KEY PLAN

R28 '-10 25/6 4"

" '-0 R3

0" 0'R1

R28 '-10 25/6 4"

Enlarged Parking Area A

15'-0" 15'-0"

011

15'-0"

'-0" R30

3/AS103

15'-0"

15'-0" 15'-0"

007

005

R1 0'0"

15'-0"

3'-0" 15'-0"

4" 25/6 '-10 R28

15'-0"

005

15'-0"

003

R30 '-0"

15'-0"

38 SPACES @ 9'-0" = 342'-0"

002

33'-6"

15'-0"

011

0'R1

0" 0'R1

013

008

20'-6"

R3'-0 "

018

AS510

4" 25/6 '-10 R28

'-0" R3

010 3

002

55'-6"

3000

9'-2 3/8"

15'-0"

013

20'-0"

6/AS103

2020/05/04 DRAWING HISTORY CHECKED BY: No. Checker Description DRAWN BY: Author Plot Stamp: 5/4/2020 3:05:13 PM

PROJECT NUMBER

19126

POST ADDENDUM SET BUILDING NUMBER

9'-0 1/2"

AREA A Enlarged Parking Area B 6 ENLARGED PARKING Date

1/16" = 1'-0"

3'-2"

20'-6"

18'-0"

EXT SEC OF RE:

15'-0"

54'-0"

20'-0"

007

72'-0"

15'-0" 15'-0"

15'-0"

33'-6"

" '-0 R3

008

004

3'-0"

18'-0"

" '-0 R3

30'-6"

15'-0"

20'-0"

008

005

15'-0"

" '-0 R3

4 SPACES @ 9'-0" = 36'-0"

18'-0"

15'-0"

5'-0"

27'-5 3/4"

4' T.B.

10.8°

18'-1 3/8" 6 SPACES @ 9'-0" = 54'-0"

15'-0" 15'-0"

10'-6"

15'-0"

27'-6 1/4"

" '-0 R3

EXTERIOR LIGHTING SECURED TO BOTTOM OF DECKING RE: ELEC

3000

15'-0"

5'-6"

22 / A-201

R66 '-0" R2 8'0"

15'-0" 15'-0"

9.91°

18 A-303

15'-0"

30'-0"

27'-3"

007

008

38 SPACES @ 9'-0" = 342'-0"

R82'-0"

15'-0"

003

008

15'-0"

10'-6"

008

38 SPACES @ 9'-0" = 342'-0"

019

011

5'-6"

013

POST ADDENDUM SET

011

HUMBLE INDEPENDENT SCHOOL DISTRICT Humble, TX 77338

01 -2 /A

15'-0"

008

003

R122'-0"

013

R112'-0"

15'-0"

007

NEW LAKELAND ELEMENTARY SCHOOL

15'-0"

005

18'-0"

11'-6 1/4"

013

30 SPACES @ 9'-0" = 270'-0"

15'-0"

4'-0"

30'-0"

15'-0"

019

5/AS105

ALUMINUM CANOPY EXTENTION BEYOND MAIN ROOF

ENLARGE 1/16" = 1'-0"

560'-10 1/2" 33'-0" 30'-0"

RR BOYS 1135

CUST 1134

RR GIRLS 1132

IDF 1128

KITCHEN SERVING LINE 1602A

OFFICE 1604

DEVELOPMENTAL 1129 CAFETERIA 1600

MUSIC ST 1131C

PRCT RM 1131B

APPLIED SKILLS 1127

STOR. 1125

SP. ED ST 1127A

1'-6"

25'-7 1/2"

2'-2" GENERAL MOTHER'SELEVATOR MECH STORAGE ROOM 1116 1119 1118

SECRETARY 1008

RECORD ST 1003A

COUNSELOR 1121

BEHAVIOR COACH 1124

ISO 1002A

WELCOME ROOM 1001

CLINIC RR 1002D

W.R. RR. 1001A

RECEPTION/ ATTENDANCE/ WAITING 1000

141'-3 1/2" 144'-11 1/2"

130'-9 1/2"

ELEVATOR 1115

LIBRARY 1113

57 12 / A-202

CIRCULATION 1097 OFFICE STORAGE 1112A

LOBBY/ VESTIBULE 1099

KINDERGARTEN CIRCULATION 1398 TEACHER RR 1301

PLC 1014 STAFF RR 1017

LEARNING LAB/ LITERACY LIBRARY 1300

RR GIRLS 1302

COLLABORATION AREA 1399

FLEX CLASSROOM 1310 MECHANICAL 1104

170'-2 1/2"

01 -2 /A

79'-1"

33'-0"

15 / A-202

7'-8 1/2"

KILN 1103B

ART STORAGE IDF 1102 1103A

BOOK ROOM 1101

BF BE

LEARNING LAB 1200

TEACHER RR 1201

RR GIRLS 1203

RR BOYS 1204

HAND WASH STATION 1297

26 / A-212

26 / A-212 OH

54'-10"

COLLABORATION AREA 1299

KEY PLAN

SP.ED. CIRCULATION 1298

A-303 SP. ED RR 1207A

PRE-K 1205

B C

ECSE 1208

PRE-K 1100

PRE-K 1206

ECSE 1207

1'-6"

PRE-K 1202

KINDERGARTEN 1309

MECHANICAL 1105

38 '-8 1/4 "

ART LAB 1103

86'-0"

A-303

KINDERGARTEN 1308

RR BOYS 1305

CONF. ROOM (SMALL) 1016

REF: 6 / A-101D1

33 35

18 / A-202

1'-8"

REF: 6 / A-101D1

ELEC 1108

ADMIN CORRIDOR 2 1096

REF: 6 / A-101A1

KINDERGARTEN 1307

CUST 1109

DIAGNOSTICIAN 1015

KINDERGARTEN 1306

KINDERGARTEN 1304

MDF 1106

LSSP & CSTA 1013

KINDERGARTEN 1303

ICE

TEACHER WORKROOM 1107

ASST. PRINCIPAL - 1ST GRADE 1012

LITERACY LIBRARY 1112

GENERAL STORAGE 1110

SPEECH THERAPY 1011

62 '-1 1/4 "

90'-7 1/2"

CLINIC OFFICE 1002B

CLINIC 1002

STAFF RR 1004

TESTING ST 1005A EXTENDED LEARNING TEACHER 1005

REF.

REGISTRAR 1003

BOOK KEEPER VAULT 1007 1007A

PRCT RM 1131A

MECHANICAL 1117

GENERAL STORAGE 1120

ASST. PRINCIPAL 1006

ADMIN CORRIDOR 1 1098 PRINCIPAL 1009

LEARNING LAB/ PARENT VOLUNTEER WRKROOM 1400

CIRCULATION 1198

CONFERENCE ROOM (LARGE) 1010

SP. ED RR 1127B

1'-8"

STORAGE 1601

REF: 6 / A-101B1

11'-4 1/2" 9'-1 1/2" 338'-11"

KITCHEN 1602

9'-8 1/2"

MUSIC ROOM 1130

MUSIC ROOM 1131

12'-2 1/2"

COOLER 1603

MECHANICAL 1123

BE BF

CIRCULATION 1197

CIRCULATION 1196

ELEC 1122

NEW LAKELAND ELEMENTARY SCHOOL

STAGE 1611

GIFTED & TALENTED/ MAKER SPACE 1114

TEACHER RR 1401

MECHANICAL 1126

11'-4 1/2" 9'-1 1/2"

LEARNING LAB 1500

1ST GRADE 1403

12'-2 1/2"

KITCHEN 1602

A-302

TEACHER RR 1501

DANCE/ CHOIR/ THEATER 1133

REF: 6 / A-101C1

A-301

A-302 RR GIRLS 1402

54'-3 1/2"

DW DRY STORAGE 1606

FREEZER 1605

2ND GRADE 1503

FLEX CLASSROOM 1410

STAGE RAMP 1612

1ST GRADE 1404

36'-4"

STORAGE 1611A

A-301 1ST GRADE CIRCULATION 1498

56'-2"

P.E. STORAGE 1615 STAGE

FLEX CLASSROOM 1510 RR GIRLS 1502

MWREF.

IDF 1614

CUSTODIAN ST/ WORK 1610

REF.

MEZZANINE STAIR 1619 FD

PAPER ST 1607

77'-3 7/8"

FIRE SPRINKLER 1620

OH 6 / A-212

RR BOYS 1505

REF: 6 / A-101C1

22 / A-201

KITCHEN RR 1609

JANITORS RM 1608

1ST GRADE 1406

COLLABORATION AREA 1499

RR BOYS 1405

4 6 / A-212

2ND GRADE CIRCULATION 1598

2ND GRADE 1504

6 A-303

1ST GRADE 1407

1ST GRADE 1408

1ST GRADE 1409

REF: 6 / A-101A1

168'-8 1/2" 17'-10 7/8"

130'-9 1/2"

P.E. OFFICE 1616

30 A-302

11'-5 1/2"

21 / A-202

Sim 6 / A-212

MAIN ELECTRICAL 1618

4'-0"

01 -2 /A

24 / A-202

COLLABORATION AREA 1599

1'-6"

27'-3"

MAIN MECHANICAL 1617

C 03 / A-202

6 / A-212 OH

137'-7"

1'-6"

2ND GRADE 1506

GYM 1613

13'-6"

338'-11"

2ND GRADE 1507

PAC KY T2 DALLY A SA T SAL DAN T2 FOO DUAN T2

6'-2"

32'-4 1/2"

25'-7 1/2"

2ND GRADE 1509

108'-10"

1'-6"

12 / A-201

2ND GRADE 1508

40'-10 3/4"

32'-7"

6 A-302

2'-2"

54'-5" 1'-6"

06 / A-202

REF: 6 / A-101B1

30 A-301

1'-6"

18 A-301

REF: 6 / A-101C1

1'-6"

14'-0"

54'-7 1/2"

51'-0"

27'-7"

5 / A-201

28'-6"

87'-0"

1'-6" 193'-11 1/2"

1'-6"

H 11 Greenw Hous 713 713 TX

2'-2"

79'-6" 25'-6 1/2"

ARCHITECT

33'-4"

26'-1 1/2"

1'-6"

1'-8"

56'-2"

86'-4 3/8"

6 / A-212 Sim

56'-8 5/8"

54'-10"

REF: 6 / A-101C1

86'-0"

REF.

5'-4 1/2"

23'-1"

IC E

34'-0"

OH 6 / A-212

09 / A-202

REF.

REF: 6 / A-101A1

56'-2"

FOR BLUEBEAM LABELING OCR:

File Path: C:\_RevitLocal\A19_19126_Lakeland_bcassino.rvt

1ST LEVEL - FLOOR PLAN - COMPOSITE

A-101

CHECKED BY: Checker DRAWN BY: B. CASSINO Plot Stamp: 5/4/2020 2:14:56 PM

HUM 18 / A-201

319'-9 1/2" 57'-1"

86'-0"

DATE

1'-6"

27'-7"

11'-0"

27'-7"

14'-0"

1'-6"

79'-11 1/2" 54'-10"

79'-6"

559'-4"

33'-0"

115'-0"

2020/05/04

1'-6"

DRAWING HISTORY

159'-7"

87'-0"

2'-2"

No. 108'-10"

Descr

6'-2"

POST AD BUILDING NUMBER

1st Level Composite Plan 6

1ST LEVEL - FLOOR PLAN - COMPOSITE 1" = 20'-0"

1ST LEVE PLAN - C

BC PLAN NORTH

TRUE NORTH

A-1

ARCHITECT

AM AN

557'-2" 33'-0" 202'-6" 30'-0"

03 / A-202

25'-7 1/2" 12

4TH GRADE 2406

4TH GRADE CIRCULATION 2498

RR BOYS 2405

A-302

18 FLEX CLASSROOM 2411

FLEX CLASSROOM 2510

CUST 2108

MAKER SPACE 2107

BL.1

REF: 6 / A-102A2

REF: 6 / A-102C2

REF: 6 / A-102B2

12'-2 1/2"

246'-5"

MEDIA CLOUD 2105

AP.3

57 12 / A-202

AT.1 REF: 6 / A-102A2 REF: 6 / A-102D2

MECHANICAL 2103

SCIENCE LAB 2104 STORAGE 2104A

3RD GRADE 2305

3RD GRADE 2303

3RD GRADE 2306

3RD GRADE 2307

ELEC 2102

3RD GRADE CIRCULATION 2398

IDF 2101 TEACHER RR 2301

RR GIRLS 2302

RR BOYS 2304

COLLABORATION AREA 2399

MECHANICAL 2100A

FLEX CLASSROOM 2310

18 / A-202

15 / A-202

26 / A-212

36'-4"

BD.1

36 37

D 3RD GRADE 2309

B C

44 33'-3 3/4"

REF: 6 / A-102D2

A-303

REF: 6 / A-102A2

01 -2 /A

LEARNING LAB 2100

3RD GRADE 2308

5 / A-201

54'-3 1/2"

BJ 56

28'-4"

COMPUTER TECH ST 2107A

MEDIA/ GREEN ROOM 2113

30'-0"

BOOK ROOM 2106

ELEVATOR 1115

CIRCULATION 2197

57'-9 1/2"

REF.

MECHANICAL 2117

TEACHERS LOUNGE 2114

OFFICE 2109

13'-3 1/2"

ELEC 2111

CIRCULATION 2196

GENERAL STORAGE 2402

OFFICE 2110

9'-5 1/2"

LEARNING LAB 2400

IDF 2115

20'-6"

MECHANICAL 2112

LEARNING LAB 2500

33'-10 1/2"

TEACHER RR 2401

TEACHER RR 2501

MECHANICAL 2116

A-302

4TH GRADE 2404 RR GIRLS 2403

20'-6"

9'-5 1/2"

COLLABORATION AREA 2499

12'-2 1/2"

5TH GRADE 2503

28'-4"

A-301

RR GIRLS 2502

DW MW ICE

4 4TH GRADE 2407

6 / A-212

RR BOYS 2505

3/A-632

22 / A-201

33'-4"

30'-0"

4TH GRADE 2408

90'-0"

21 / A-202

179'-7"

5TH GRADE 2504

4TH GRADE 2409

4TH GRADE 2410

A-301 5TH GRADE CIRCULATION 2598

MECHANICAL 2600

6 A-303

01 -2 /A

24 / A-202

63'-0"

COLLABORATION AREA 2599

4'-0"

30 A-302

63'-0"

5TH GRADE 2506

6'-2"

156'-7" 139'-1"

54'-3 1/2"

25'-7 1/2"

21'-9 1/2"

5TH GRADE 2507

108'-10"

H 11 Greenw Hous 713 713 TX

PAC KY T2 DALLY A SA T SAL DAN T2 FOO DUAN T2

3'-8"

5TH GRADE 2509

14'-0"

13'-6"

12 / A-201

A-302

27'-7"

34'-1"

5TH GRADE 2508

2'-2"

87'-0" 55'-11"

NEW LAKELAND ELEMENTARY SCHOOL

52'-6"

56'-1 1/2"

30 A-301

REF: 6 / A-102B2

18 A-301

30'-0"

63'-0"

79'-6"

51'-8"

3'-8"

54'-10"

REF: 6 / A-102C2

86'-0" 198'-1" 112'-5"

06 / A-202

23'-1"

REF: 6 / A-102C2

34'-0" 34'-0"

139'-5 1/2" 156'-5"

36'-4"

09 / A-202

CIRCULATION 2198

CIRCULATION 2199

REF: 6 / A-102A2

KEY PLAN

56'-2"

59'-2 1/2"

18 A-303

56'-2"

FOR BLUEBEAM LABELING OCR:

File Path: C:\_RevitLocal\A19_19126_Lakeland_bcassino.rvt

2ND LEVEL - FLOOR PLAN - COMPOSITE

A-102

CHECKED BY: Checker DRAWN BY: Author Plot Stamp: 5/4/2020 2:16:41 PM

HUM DATE

2020/05/04

18 / A-201

1'-8"

55'-7"

1'-6"

34'-0"

23'-1"

86'-0"

1'-6"

86'-0"

53'-10"

21'-4"

54'-10"

60'-9"

28'-5"

79'-6"

DRAWING HISTORY

33'-0"

87'-0"

2'-2"

30'-7 1/2" 27'-7"

10'-11 1/2" 14'-0"

118'-0 1/2" 108'-10"

No. 1

6'-2"

Descr

Addendum 05

POST AD BUILDING NUMBER

2ND LEVE PLAN - C

2nd Level Composite Plan 6

2ND LEVEL - FLOOR PLAN - COMPOSITE 1" = 20'-0"

PLAN NORTH

TRUE NORTH

A-1

tamp: 20 2:19:17 PM

202

2ND GRADE 1508

2ND GRADE 1506

MAIN MECHANICAL 1617

COLLABORATION AREA 1599

1ST GRADE 1408

1ST GRADE 1409

CEILING

REF: 6 / A-121A

2ND GRADE 1509

2ND GRADE 1507

REF: 6 / A-121C

REF: 6 / A-121B 202

1ST GRADE 1407

1ST GRADE 1406

OPEN TO ABOVE

COLLABORATION AREA 1499

OPEN TO ABOVE GYM 1613 2ND GRADE 1504

P.E. OFFICE 1616

202

IDF 1614

KITCHEN RR 1609

JANITORS RM 1608 PAPER ST 1607

FIRE SPRINKLER 1620

MEZZANINE STAIR 1619

DRY STORAGE 1606

CUSTODIAN ST/ P.E. STORAGE WORK 1615 18 1610

STAGE STORAGE 1611A

18 18

FREEZER 1605 KITCHEN 1602

RR GIRLS 1502 2ND GRADE 1503 STAGE RAMP 1612

STAGE 1611

HAND WASH STATION 1497

FLEX CLASSROOM 1510

RR GIRLS 1402

FLEX CLASSROOM 1410

LEARNING LAB 1500 MECHANICAL 1126

OPEN TO ABOVE

MECHANICAL 1123

ELEC 1122

LEARNING LAB/ PARENT VOLUNTEER WRKROOM 1400

OPEN TO ABOVE

1ST GRADE 1403

TEACHER RR 1401

TEACHER RR 1501

DANCE/ CHOIR/ THEATER 1133

1ST GRADE 1404

1ST GRADE CIRCULATION 1498

RR BOYS 1405

RR BOYS 1505 HAND WASH STATION 1597

GENERAL MOTHER'SELEVATOR STORAGE ROOM MECH 1119 1118 1116

ELEVATOR 1115

OPEN TO ABOVE CIRCULATION 1196

RR BOYS 1135

OPEN TO ABOVE CAFETERIA 1600

IDF 1128

MUSIC ROOM 1131

RR GIRLS 1132

MUSIC ROOM 1130

DEVELOPMENTAL 1129

SP. ED RR 1127B

STORAGE 1601

REF: 6 / A-121A

REF: 6 / A-121C

REF: 6 / A-121B

SECRETARY 1008

RECORD ST 1003A

BOOK KEEPER VAULT 1007 1007A

MECHANICAL 1117

GENERAL STORAGE 1120

ASST. PRINCIPAL 1006

ISO 1002A REGISTRAR 1003

STAFF RR 1004

TESTING ST EXTENDED LEARNING 1005A TEACHER 1005

PRCT RM 1131B

REF: 6 / A-121C

COUNSELOR 1121

ADMIN CORRIDOR 1 1098 PRINCIPAL 1009

PRCT RM 1131A

202

BEHAVIOR COACH 1124

CONFERENCE ROOM (LARGE) 1010 APPLIED SKILLS 1127

SP. ED ST 1127A

MUSIC ST 1131C

LIBRARY 1113

CIRCULATION 1198

CUST 1134

OFFICE 1604

COOLER 1603

2ND GRADE CIRCULATION 1598

REF.

MAIN ELECTRICAL 1618

18 18

KED BY: er WN BY:

MEMBERS, STRUCT FIXTURE HOUSINGS 11. PAINT ALL EXPOSE INCLUDING BUT NO PIPING, CONDUIT, E TRAYS, EQUIP. SUP 12. DO NOT PAINT ACO 13. HOLD-DOWN CLIPS EXTERIOR DOOR LO

CLINIC 1002

WELCOME ROOM 1001

CLINIC RR 1002D

CLINIC OFFICE 1002B

OPEN TO ABOVE

RECEPTION/ ATTENDANCE/ WAITING 1000

OFFICE STORAGE 1112A

LOBBY/ VESTIBULE 1099

REF: 6 / A-121A

ASST. PRINCIPAL - 1ST GRADE 1012

KINDERGARTEN 1303

CUST 1109

TEACHER WORKROOM 1107

KINDERGARTEN 1306

KINDERGARTEN 1307

ELEC 1108

KINDERGARTEN CIRCULATION 1398 HAND WASH STATION 1397

TEACHER RR 1301 PLC 1014

KINDERGARTEN 1308

STAFF RR 1017

LEARNING LAB/ LITERACY LIBRARY 1300

DIAGNOSTICIAN 1015

RR GIRLS 1302

RR BOYS 1305

CONF. ROOM (SMALL) 1016

202

REF: 6 / A-121A REF: 6 / A-121D

COLLABORATION AREA 1399

OPEN TO ABOVE MECHANICAL 1104

CIRCULATION 1199

MECHANICAL 1105

FLEX CLASSROOM 1310

KINDERGARTEN 1309

ART LAB 1103

KILN 1103B

ART STORAGE IDF 1103A 1102

BOOK ROOM 1101

CUST 1101-1

LEARNING LAB 1200

RR GIRLS 1203

TEACHER RR 1201

RR BOYS 1204

HAND WASH STATION 1297

COLLABORATION AREA 1299

NUMBER

ECSE 1208

202

SP.ED. CIRCULATION 1298 PRE-K 1100

SP. ED RR 1207A

PRE-K 1202

PRE-K 1205

PRE-K 1206

ECSE 1207

202

1st Level Composite RCP 6

1ST LEVEL - CEILING PLAN - COMPOSITE 1" = 20'-0"

** UNLESS OTHER

KINDERGARTEN 1304

MDF 1106

ADMIN CORRIDOR 2 1096

LSSP & CSTA 1013

202

REF: 6 / A-121D

GENERAL STORAGE 1110

SPEECH THERAPY 1011

OPEN TO ABOVE

LITERACY LIBRARY 1112

CIRCULATION 1097

PLAN NORTH

TRUE NORTH

ALUMIN

CKED BY: ker WN BY:

Stamp: 020 2:20:31 PM

5TH GRADE 2507

5TH GRADE 2506

WRITABLE SURFACE WRITABLE SURFACE

LEARNING LAB 2400 ELEC 2111

GENERAL STORAGE 2402

OFFICE 2110

TEACHERS LOUNGE 2114 MECHANICAL 2117

COMPUTER TECH ST 2107A

CUST 2108

MEDIA/ GREEN ROOM 2113

MAKER SPACE 2107

REF: 6 / A-122A

BOOK ROOM 2106

OFFICE 2109

A SCIENCE LAB 2104

EXPOSED DECK

** UNLESS OTHERWISE MARKED, ALL CEILING HEIGHTS TO BE 10'-0" A.F.F.

2nd Level Composite RCP 6

2ND LEVEL - CEILING PLAN - COMPOSITE 1" = 20'-0"

3RD GRADE 2305

3RD GRADE 2306

3RD GRADE 2307

ELEC 2102

WRITABLE SURFACE

RR GIRLS 2302

RR BOYS 2304

COLLABORATION AREA 2399

3RD GRADE CIRCULATION 2398

3RD GRADE 2308

REF: 6 / A-122A FLEX CLASSROOM 2310

3RD GRADE 2309

WRITABLE SURFACE

MECHANICAL 2100A

POST ADDENDUM SET

TECTUM CEILING

3RD GRADE 2303

IDF 2101

REF: 6 / A-122D

HUMBLE INDEPENDENT SCHOOL DISTRICT Humble, TX 77338

SPW - WOOD CEILING SYSTEM

MECHANICAL 2103 STORAGE 2104A

LEARNING LAB 2100

PSI - MANUFACTURED PANEL SYSTEM SYSTEM

SPM - METAL SOFFIT PANEL SYSTEM

REF: 6 / A-122A

TEACHER RR 2301

2' x 2' ACOUSTIC TILE - REF TO SPEC ACT TYPE A - AS NOTED ON PLANS ACT TYPE B - AS NOTED ON PLANS ACT TYPE C - AS NOTED ON PLANS ACT TYPE D - AS NOTED ON PLANS

PS - CEMENT PLASTER SYSTEM

MEDIA CLOUD 2105

REF: 6 / A-122D

CUST 2101-1

CEILING MATERIALS LEGEND RCP Legend

GWB - GYPSUM BOARD

CIRCULATION 2198

WRITABLE SURFACE

MECHANICAL 2116

MECHANICAL 2112 IDF 2115

WRITABLE SURFACE

TEACHER RR 2401

WRITABLE SURFACE

4TH GRADE 2404

RR GIRLS 2403

WRITABLE SURFACE WRITABLE SURFACE

TEACHER RR 2501

LEARNING LAB 2500

? ?

RR BOYS 2405

CIRCULATION 2197

PACHECO KOCH KYLE WHITIS T 281-883-0103 DALLY AND ASSOCIATES SAM IBRAHIM T 7133378881 SALAS O'BRIEN DAN STEPHENS T 281-664-1900 FOOD SERVICE DUANE MIKKELSON T 281-350-2323

REF: 6 / A-122A

REF: 6 / A-122C 4TH GRADE 2407

FLEX CLASSROOM 2411

FLEX CLASSROOM 2510

REF: 6 / A-122C

CAFETERIA 1600

4TH GRADE 2408

COLLABORATION AREA 2499

PBK Architects, Inc. PBK.com HOUSTON 11 Greenway Plaza, 22nd Floor Houston, TX 77046 713-965-0608 P 713-961-4571 F TX Firm: F-1608

REF: 6 / A-122C

ARCHITECT

4TH GRADE 2409

WRITABLE SURFACE

RR GIRLS 2502

WRITABLE SURFACE

WRITABLE SURFACE 4TH GRADE 2410

RR BOYS 2505 5TH GRADE CIRCULATION 2598

REF: 6 / A-122B

GENERAL CEILING PLAN NOTES 1. ALL CEILING HEIGHTS ARE FROM THE MAIN FLOOR LEVEL WITHIN THE ROOM AND OR SPACE, MECHANICAL AND ARE NOT FROM AN ELEVATED FLOOR LEVEL, AND ARE NOT FROM A RECESSED FLOOR 2600 LEVEL. 2. NO FIRE SPRINKLER HEADS ARE SHOWN ON ARCH. CEILING PLANS. ALL SPRINKLER HEADS SHALL BE CENTERED WITHIN CEILING TILES U.N.O. 3. ONLY CEILING MOUNTED FIXTURES AND EQUIP. IS SHOWN ON ARCH. CEILING PLANS. REFER TO INTERIOR ELEVATIONS FOR WALL MOUNTED FIXTURES. REFER TO MEPT DOCUMENTS FOR ADDITIONAL INFORMATION CONCERNING CEILING MOUNTED FIXTURES AND OR WALL MOUNTED FIXTURES. 4. CEILING MOUNTED LIGHT FIXTURES ARE SHOWN FOR LOCATION PURPOSES ONLY. COORD. WITH ELEC. DOCUMENTS FOR LIGHT FIXTURE DESIGNATIONS. 5. CEILING MOUNTED LIGHT FIXTURES WITHIN FIRE RATED CEILING ASSEMBLIES SHALL HAVE LIGHT FIXTURE PROTECTION AND BE TENTED OR OTHERWISE FIRE RATED TO MATCH CEILING ASSEMBLY FIRE RATING. 6. VERIFY LOCATIONS OF ALL CEILING ACCESS PANELS WITH MEPT DOCUMENTS. COORD. LOCATIONS OF CEILING ACCESS PANELS WITH ARCH. PRIOR TO INSTALLATION. CEILING ACCESS PANEL FIRE RATINGS SHALL MATCH CEILING ASSEMBLY FIRE RATINGS. 7. REFER TO WALL SECTIONS FOR WALL-CEILING INTERFACE 8. ALL HARD SURFACE CEILING (I.E. GYP., PLASTER) TO RECEIVE 12"X12" STAINLESS STEEL ACCENT PANEL. 9. AT ALL SOFFITS AND FURDOWNS WHERE THERE IS AN EXPANSION JOINT THAT OCCURS AT ONE SIDE, CONTRACTOR IS TO PROVIDE A 1" REVEAL AT THE SAME LOCATION ON THE OPPOSITE HAND SIDE OF SOFFIT OR FURRDOWN. 10. PAINT ALL EXPOSED CEILING-RELATED ITEMS, INCLUDING BUT NOT LIMITED TO, STRUCT. MEMBERS, STRUCT. DECK, DUCTWORK, DIFFUSERS, PIPING, CONDUIT, EQUIP. HOUSINGS, LIGHT FIXTURE HOUSINGS, CABLE SUPPORTS, CABLE TRAYS, EQUIP. SUPPORTS, HANGERS 11. PAINT ALL EXPOSED CEILING-RELATED ITEMS SPECIFIED COLOR AS NOTED ON PLANS, INCLUDING BUT NOT LIMITED TO, STRUCT. MEMBERS, STRUCT. DECK, DUCTWORK, DIFFUSERS, PIPING, CONDUIT, EQUIP. HOUSINGS, LIGHT FIXTURE HOUSINGS, CABLE SUPPORTS, CABLE TRAYS, EQUIP. SUPPORTS, HANGERS 12. DO NOT PAINT ACOUSTICAL STRUCT. DECK 13. HOLD-DOWN CLIPS AT SUSP. LAY-IN CEILING SYSTEM WITHIN 8'-0" MIN. ANY DIRECTION FROM AN EXTERIOR DOOR LOCATION

CEILING

4TH GRADE 2406

5TH GRADE 2504

5TH GRADE 2503

5TH GRADE 2509

COLLABORATION AREA 2599

WRITABLE SURFACE WRITABLE SURFACE

GYM 1613

WRITABLE SURFACE WRITABLE SURFACE

5TH GRADE 2508

WRITABLE SURFACE WRITABLE SURFACE

REF: 6 / A-122C

REF: 6 / A-122B

WRITABLE SURFACE

NEW LAKELAND ELEMENTARY SCHOOL

REF: 6 / A-122A

REF: 6 / A-122D

10. PAINT ALL EXPOS MEMBERS, STRUC FIXTURE HOUSING 11. PAINT ALL EXPOS INCLUDING BUT N PIPING, CONDUIT, TRAYS, EQUIP. SU 12. DO NOT PAINT AC 13. HOLD-DOWN CLIP EXTERIOR DOOR

PLAN NORTH

TRUE NORTH

** UNLESS OTHE

LIGHT WEIGHT CONCRETE 1/4" SLURRY (RE: SPECS) METAL DECK (RE: STRUCTURAL)

EXTEND BASE PLY 4" BELOW WOOD BLOCKING ROOF DECK (RE: STRUCT.)

POWER VENT

(RE: SPEC)

CONCRETE AND 6" EPS BOARD (RE: SPECS)

MECHANICALLY ATTACHED BASE SHEET (RE: SPECS)

HEATER VENT

3" TECTUM LONGSPAN (RE: STRUCTURAL)

BOILER VENT

GUTTER

CONDENSATE LINE

DOWNSPOUT

WATER LINE

WALL LADDER

ELEC. LINE

SWING LADDER

GAS LINE

TURBINE VENT

ROOFING - KEYNOTES

29 ROOFING (MB) - NOMENCLATURE

1 1/2" = 1'-0"

SCUPPER

PB PIPE BOX

NOTE: DETAIL FOR INFORMATION ON MINIMAL STANDARDS & DISPLAYS GENERIC CONDITIONS IN RESPECT TO DECK, WALL AND STRUCTURE. REFER TO PLAN REFERENCED DETAILS FOR JOB SPECIFIC DETAILS.

30 ROOFING (MB) - PRE-ENG. EDGE

S G DS

1 1/2" = 1'-0"

NOTE: CONTRACTOR TO VERIFY MEP DRAWINGS FOR LOCATION, SIZE AND NOTES FOR ALL NEW MEP ROOFTOP EQUIPMENT, PIPELINES AND DUCTWORK.

ROOFING - LEGEND 30'-0"

30'-0"

NOTE: LOCATIONS OF ALL ROOF DRAINS TO BE COORDINATED WITH STRUCTURAL MEMBERS AND PLUMBING DRAWINGS PRIOR TO INSTALLATION. RE: MEP/STRUCT.

B 30'-0"

18'-0"

30'-0" AD

B AD

A A

GENERAL NOTES

30'-0"

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

A 4

15'-0" 16'-0 1/8"

PIPE ABOVE DECK AND COUPLE CAST IRON PIPE BELOW DECK. PROPERLY SUPPORT PIPE BELOW ROOF DECK FROM LATERAL MOVEMENT. 11. ALL PIPING/ CONDUITS/ ETC. SHALL BE A MIN. 10" ABOVE ROOF SURFACE. PROVIDE PORTABLE PIPE HANGERS WITH PROTECTION PADS AS SPECIFIED. MEP CONTRACTORS SHALL PROVIDE SUPPORTS FOR UTILITY LINES. 12. PROVIDE "MERCURY" GAS LINE TEST (COORDINATE WITH OWNER AND ARCHITECT FOR WITNESS OF THE TEST). REPAIR ANY FOUND LEAKS AND RETEST AS REQUIRED. 13. PROVIDE SHEET METAL HOODED (WITH METAL FACE CLOSURE) CAPS, WOOD CURB, BOX COVER AT ALL GAS AND WATER PIPE ROOF PENETRATIONS AS DETAILED AND SPECIFIED. PROVIDE POSITIVE SLOPE AWAY FROM FACE COVER. 14. PROVIDE WALKWAY PROTECTION PADS AS SPECIFIED AROUND ALL ROOF HATCHES, HVAC ROOFTOP UNITS, DOORS THAT OPEN ONTO ROOF AND AT TOP AND BOTTOM OF ALL ROOF TOP ACCESS LOCATIONS. 15. ISOLATE ALL HEAT PIPES / FLUES AS DETAILED AND RECOMMENDED AND OUTLINED IN THE NRCA MANUAL FOR HOT STACK FLASHING AND AS DETAILED. 16. ALL OUTSIDE AIR INTAKES SHALL BE COVERED TO ELIMINATE ODORS AND FUMES FROM ENTERING INTO THE BUILDING DURING CONSTRUCTION WORK. 17. AFTER SUBSTANTIAL COMPLETION, THE GENERAL CONTRACTOR SHALL EXAMINE AND CLEAN NEW DRAIN LINES AND NEW AND EXISTING (AS APPLICABLE) GUTTERS OF DEBRIS AND BLOCKAGE, FLUSH WITH WATER TO ENSURE THAT DRAINS AND GUTTERS FLOW FREELY. 18. PRIOR TO COMMENCEMENT OF WORK, COORDINATE WALK OF ENTIRE ROOF WITH ROOFING MANUFACTURER'S TECHNICAL REPRESENTATIVE TO IDENTIFY AND LOCATE ALL AREAS OF HIGH SLOPE OR OTHER CONDITIONS WHICH MIGHT REQUIRE SPECIAL PROCEDURES FOR SYSTEM ATTACHMENT. 19. REFER TO MEP DRAWINGS FOR SIZE AND LOCATION OF NEW ROOF DECK PENETRATIONS AND ROOF TOP EQUIPMENT. 20. INSTALL NEW SPLASH PAN AT ALL LOCATIONS WHERE ROOF DRAINAGE DISCHARGES ONTO ROOF AREA. INSTALL NEW SPLASH BLOCKS WHERE ROOF DRAINAGE DISCHARGES ON GROUND. 21. REFER TO GENERAL DETAILS FOR TYPICAL SPLASH PAN, ROOF DRAIN AND OVERFLOW DRAIN DETAILS. 22. GENERAL CONTRACTOR TO ENSURE ALL ROOFTOP PENETRATIONS (SOIL STACKS, VENTS, ETC.) ARE INSTALLED MIN. 4'-0" FROM OTHER DECK PENETRATIONS, RISE WALLS, AND ROOF EDGE. MECHANICAL EQUIPMENT TO BE LOCATED MIN. 10'-0" FROM PERIMETER EDGE AND NO CLOSER THAN 4'-0" FROM RISE WALLS, OR ANY OTHER ROOF PENETRATION. 23. LOCATE PERIMETER DRAINS MAX. 6'-0" FROM EDGE TYPICAL UNLESS SHOWN OTHERWISE. (GENERAL CONTRACTOR TO COORDINATE WITH ROOFING AND PLUMBING CONTRACTOR.) 24. THROUGH WALL BASE FLASHING MIN. HEIGHT 10" AND MAX. HEIGHT 20" FROM FINISH DECK. DO NOT STEP THROUGH WALL FLASHING CLOSER THAN 5'-0" FROM CORNERS. 25. GENERAL CONTRACTOR SHALL COORDINATE LOCATION AND ORIENTATION OF ROOF HATCH AND ACCESS LADDER. 26. GENERAL CONTRACTOR SHALL COORDINATE ALL TOP OF STEEL TO TOP OF BLOCKING AND SUBSTRATE BOARD DIMENSIONS IN FIELD PRIOR TO ORDERING MATERIALS. NO ADDITIONAL COMPENSATION WILL BE GRANTED FOR FAILURE TO COORDINATE THESE DIMENSIONS. 27. GENERAL CONTRACTOR SHALL VERIFY ROOF SLOPES WILL PROPERLY DRAIN AS SHOWN. TAPERED INSULATION HATCHING SHOWN IS NOT INTENDED TO ILLUSTRATE THE ENTIRE LIMITS OF TAPERED INSULATION. ROOF AREAS NOT SLOPED BY STRUCTURE SHALL BE SLOPED WITH TAPERED INSULATION TO ACHIEVE PROPER DRAINAGE. 28. PROVIDE ONE WAY MOISTURE VENTS AT ALL LIGHTWEIGHT CONCRETE OR GYPSUM OVER POUR AREAS AS RECOMMENDED BY THE ROOFING SYSTEM MANUFACTURER. 29. PAINT ALL EXPOSED GAS PIPE.

18'-0" 30'-0"

30'-0"

NEW LAKELAND ELEMENTARY SCHOOL

THROUGH BOLT BOTH NAILERS 24" O.C. - STAGGER TOP AND BOTTOM

FULLY ADHEREED WATERPROOF MEMBRANE WRAPPING NAILER AND STRIPPING TO BACK-UP WALL

B C

/2" " '-0 /1

30'-0"

/2" " '-0 /1

Roof Legend FLANGE VENT PITCH PAN

File Path: C:\_RevitLocal\A19_19126_Lakeland_bcassino.rvt

CHECKED BY: Checker DRAWN BY: BEAM/CB Plot Stamp: 5/4/2020 2:22:08 PM

EXHAUST AND SUPPLY FAN ON SINGLE CURB

CURB MOUNTED AC

RIDGE LINE

A/C ON SUPPORT CURBS

WALL DRAIN

ROOF HATCH SL

SKYLIGHTS

CURB MOUNTED INTAKE

ANTENNA

GUY WIRE

SATELLITE DISH

POWER VENT HEATER VENT

TAPERED INSULATION/CRICKET

SPLASH PAN

OF OVERFLOW DRAINS

CURB MOUNTED VENT

GOOSE NECK VENT

SPLASH BLOCK

ROOF DRAIN

CLADDED L CAVITY ECS)

LT. WT. CONCRETE INSULATION/ CRICKET ROOF AREA DESIGNATION TAPERED LIGHT WEIGHT CONCRETE

AREA DIVIDER

EXPANSION JOINT

SCUPPER

GUTTER

CONDENSATE LINE

DOWNSPOUT

WATER LINE

WALL LADDER

ELEC. LINE

SWING LADDER

GAS LINE

ROOF PLAN - COMPOSITE VENT 06BOILER 1/16" = 1'-0"

TURBINE VENT PB PIPE BOX

ROOFING - LEGEND

Roof Plan 30'-0"

PLUMBING VENT V

KEY PLAN

15'-0"

1. CONTRACTOR SHALL REVIEW AND COORDINATE WITH ARCHITECTURAL, MEP, AND STRUCTURAL DOCUMENTS TO ASCERTAIN EXACT CONDITIONS AND COMPONENTS RELATED TO THE WORK DESCRIBED BY THESE DOCUMENTS. ALL WORK SHALL BE IN ACCORDANCE WITH ACCEPTED MANUFACTURER'S PRINTED INSTRUCTIONS AND NRCA STANDARDS. 2. DIMENSIONS, DETAILS, EQUIPMENT SIZE AND LOCATION SHOWN IN THESE CONSTRUCTION DOCUMENTS ARE FOR CONVEYANCE OF DESIGN INTENT ONLY. EXACT SIZE, LOCATION, TYPE OF MATERIAL AND TYPE OF CONSTRUCTION OF EXISTING CONDITIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN AND CONFIRM. 3. INDICATED ROOF HEIGHTS ARE GENERAL IN NATURE. RE: STRUCTURAL FOR FRAMING HEIGHTS. 4. REFER TO NOMENCLATURE FOR TYPE OF ROOF SYSTEM. AREAS ARE MARKED WITH DESIGNATED LETTER ON ROOF PLAN. 5. NOTE THAT THE DETAILS DRAWN ARE GENERIC IN NATURE AND ARE NOT NECESSARILY LOCATED AND KEYED TO THE ROOF PLANS. 6. ALL NEW CRICKETS AND TAPERED INSULATION SHALL BE INSTALLED WITH A FINISHED 1/4" PER FOOT MIN. SLOPE. CRICKET THE UP SLOPE SIDE OF ALL SQUARE CURBS AND PROJECTIONS OVER 20" IN WIDTH. 7. ALL CURB MOUNTED HVAC UNITS, EQUIPMENT, ETC. SHALL HAVE A MINIMUM 10" CURB HEIGHT. 8. WORK TO ANY UTILITY CONDUIT OR PIPE SHALL BE PERFORMED BY SPECIFIC LICENSED SUBCONTRACTORS SPECIALIZING IN HVAC, PLUMBING AND ELECTRICAL WORK. PERMITS AND INSPECTIONS ARE REQUIRED. 9. UNLESS INDICATED OTHERWISE ON THE CONSTRUCTION DOCUMENTS, ALL EXISTING JOINTS / AREA DIVIDERS / CURB MOUNTED EQUIPMENT / SKYLIGHTS SHALL BE MIN. 10" ABOVE ROOF DECK. 10. ALL SOIL STACK FLASHING SHALL BE A MIN. 10" ABOVE FINISHED ROOF SURFACE. COUPLE PVC PIPE ABOVE DECK AND COUPLE CAST IRON PIPE BELOW DECK. PROPERLY SUPPORT PIPE BELOW ROOF DECK FROM LATERAL MOVEMENT. 11. ALL PIPING/ CONDUITS/ ETC. SHALL BE A MIN. 10" ABOVE ROOF SURFACE. PROVIDE PORTABLE PIPE HANGERS WITH PROTECTION PADS AS SPECIFIED. MEP CONTRACTORS SHALL PROVIDE SUPPORTS FOR UTILITY LINES. 12. PROVIDE "MERCURY" GAS LINE TEST (COORDINATE WITH OWNER AND ARCHITECT FOR WITNESS OF THE TEST). REPAIR ANY FOUND LEAKS AND RETEST AS REQUIRED. 13. PROVIDE SHEET METAL HOODED (WITH METAL FACE CLOSURE) CAPS, WOOD CURB, BOX COVER AT ALL GAS AND WATER PIPE ROOF PENETRATIONS AS DETAILED AND SPECIFIED. PROVIDE POSITIVE SLOPE AWAY FROM FACE COVER. 14. PROVIDE WALKWAY PROTECTION PADS AS SPECIFIED AROUND ALL ROOF HATCHES, HVAC ROOFTOP UNITS, DOORS THAT OPEN ONTO ROOF AND AT TOP AND BOTTOM OF ALL ROOF TOP ACCESS LOCATIONS. 15. ISOLATE ALL HEAT PIPES / FLUES AS DETAILED AND RECOMMENDED AND OUTLINED IN THE NRCA MANUAL FOR HOT STACK FLASHING AND AS DETAILED. 16. ALL OUTSIDE AIR INTAKES SHALL BE COVERED TO ELIMINATE ODORS AND FUMES FROM ENTERING INTO THE BUILDING DURING CONSTRUCTION WORK. 17. AFTER SUBSTANTIAL COMPLETION, THE GENERAL CONTRACTOR SHALL EXAMINE AND CLEAN NEW DRAIN LINES AND NEW AND EXISTING (AS APPLICABLE) GUTTERS OF DEBRIS AND BLOCKAGE, FLUSH WITH WATER TO ENSURE THAT DRAINS AND GUTTERS FLOW FREELY. 18. PRIOR TO COMMENCEMENT OF WORK, COORDINATE WALK OF ENTIRE ROOF WITH ROOFING MANUFACTURER'S TECHNICAL REPRESENTATIVE TO IDENTIFY AND LOCATE ALL AREAS OF HIGH SLOPE OR OTHER CONDITIONS WHICH MIGHT REQUIRE SPECIAL PROCEDURES FOR SYSTEM ATTACHMENT. 19. REFER TO MEP DRAWINGS FOR SIZE AND LOCATION OF NEW ROOF DECK PENETRATIONS AND ROOF TOP EQUIPMENT. 20. INSTALL NEW SPLASH PAN AT ALL LOCATIONS WHERE ROOF DRAINAGE DISCHARGES ONTO ROOF

EJ EJ

EJ EJ EJ

EJ EJ

30'-0"

15'-0"

ARCHITECT

HU DATE

2020/05/04

DRAWING HISTORY

No.

Desc

POST AD

BUILDING NUMBER

ROOF COM

A-

22 EXTERIOR ELEVATION - WEST - OVERALL

CJ CJ

18/A-211

CJ 6/A-211

1/16" = 1'-0"

2/A-211 CJ

2/A-211

6/A-211

30/A-211 CJ

18'-0" AFF 18'-0"

18/A-211

30/A-211

30 CJ A-302

A-303

6 CJ

ROOF 30'-0"

A-302

A-303

2/A-211

6/A-211

18'-0" AFF 18'-0"

A-302

A-303

LEVEL 2 15'-0"

30/A-211 LEVEL 1 0'-0"

18'-0" AFF 18'-0"

NEW NEW LAKELAND LAKELAND ELEMENTARY ELEMEN

18/A-211

ROOF 30'-0"

ROOF LEVEL 2 30'-0" 15'-0"

LEVEL 2 LEVEL 1 15'-0" 0'-0"

POST ADDENDUM SET

1/16" = 1'-0"

HUMBLE INDEPENDENT SCHOOL DISTRICT Humble, TX 77338

1/16" = 1'-0"

LEVEL 1 0'-0"

NEW LAKELAND ELEME

- OVERALL 22 EXTERIOR ELEVATION - WEST 22 EXTERIOR ELEVATION - WEST - OVERALL

LEVEL 1 0'-0"

Exterior Elevation - South - Overall

RIOR ELEVATION - SOUTH - OVERALL '-0" EXTERIOR ELEVATION - SOUTH - OVERALL

1/16" = 1'-0"

EXTERIOR ELEVATION - SOUTH - OVERALL 6 30 1/16" = 1'-0"

A-303

18/A-212

A-302 CJ

A-303

CJ CJ

30 CJ A-302

18/A-212

A-302

CJ CJ

4/A-212

A-302

CJ CJ

4/A-212

14/A-212

A-302

CJ CJ

30 CJ A-301

14/A-212 CJ

A-301

CJ ROOF 30'-0"

A-303

A-302

18/A-212

A-302

4/A-212

A-302

18'-0" AFF 18'-0"

B C

A-301

CJ CJ

14/A-212

A-301 CJ

LEVEL 2 15'-0"

KEY PLANCJ

ROOF LEVEL 2 TRUE NORTH: PLAN 30'-0" 15'-0"

LEVEL 1 0'-0"

18'-0" AFF 18'-0"

File Path: C:\_RevitLocal\A19_19126_Lakeland_bcassino.rvt File Path: C:\_RevitLocal\A19_19126_Lakeland_bcassino.rvt

GENERAL ELEVATION NOTES

1. 2. 3. 4.

2/A-212

1/16" = 1'-0"

CLIENT

A-303

LEVEL 2 15'-0"

18 A-303

CJ CJ

18 A-303

12 A-303

CJ CJ

CJ 12

A-303

2/A-2136

A-301

CJ ROOF

2/A-213

30'-0"

CJ CJ

18'-0" AFF 18'-0" 6

12 A-303

A-301

2/A-213

LEVEL 1 0'-0"

PBK Architects, Inc. PBK.com HOUSTON 11 Greenway Plaza, 22nd Floor Houston, TX 77046 713-965-0608 P CJ CJ 713-961-4571 F TX Firm: F-1608 ROOF PACHECO KOCH KYLE WHITIS T 281-883-0103 DALLY AND ASSOCIATES SAM IBRAHIM CJ T 7133378881 CJ SALAS O'BRIEN DAN STEPHENS T 281-664-1900 FOOD SERVICE DUANE MIKKELSON T 281-350-2323

30'-0"

CJ LEVEL 2

15'-0"

18'-0" AFF 18'-0" LEVEL 2 15'-0"

LEVEL 1 0'-0"

ELEVATIONS EXTERIOR COMPOSITES LEVEL LEVEL 21 LEVEL 1 0'-0"

1/16" = 1'-0"

CJ CJ EXT. LOUVER TO BE PAINTED TO MATCH BRICK, RE: MECH FOR LOCATIONS

ROOF 30'-0"

LEVEL 1 0'-0"

Exterior Elevation - West - Overall

UTH - OVERALL

EXTERIOR ELEVATION - WEST - OVERALL 1/16" = 1'-0"

A-302

30/A-211 CJ CJ

2/A-212 CJ

18'-0" AFF 18'-0"

CJCJ

A-302

A-303 CJ

ROOF 30'-0"

18'-0" AFF 18'-0"

LEVEL 2 15'-0"

LEVEL 1 0'-0"

LEVEL 2 15'-0"

LEVEL 1 0'-0"

ROOF 30'-0"

18'-0" AFF 18'-0"

LEVEL 2 15'-0"

LEVEL 1 0'-0"

ELEVATION ELEVATION - LIBRARY - LIBRARY 27 EXTERIOR 27 EXTERIOR 1/16" = 1'-0"

18/A-212

4/A-212

1/16" = 1'-0" 6

14/A-212

A-2 A-2

1. ALL BUILDING E.J. TO 1. BE ALL1"BUILDING UNLESS NOTED E.J. TOOTHERWISE. BE 1" UNLESS NOTED OTHERWISE. 2. CONTROL JOINT IN 2. MASONRY CONTROL VENEER JOINT TO IN MASONRY BE 3/8" ROOF TYPICAL VENEER UNLESS TO BENOTED 3/8" TYPICAL OTHERWISE. UNLESS NOTED OTHERWISE. 3. 1/2" EXPANSION JOINT 3. 1/2" FILLER EXPANSION ON BOTHJOINT ENDSFILLER OF ALL ON STEEL BOTH LINTEL ENDSANGLES. OF ALL STEEL LINTEL ANGLES. 30'-0" 4. CONTRACTOR IS TO4.PROVIDE CONTRACTOR WALL MOCK-UP IS TO PROVIDE PER DETAIL WALL #XX MOCK-UP PER DETAIL #XX

Exterior Elevation - Library

1/16" = 1'-0"

POST AD ELEVA EXT COMP ELEVA EXT COMP

BUILDING NUMBER

GENERAL GENERAL ELEVATION ELEVATION NOTES NOTES

Exterior Elevation - Main Entrance 30

2/A-212

ELEVATION ELEVATION - MAIN ENTRANCE - MAIN ENTRANCE 0REXTERIOR 6

2/A-211

6/A-211

BUILDING NUMBER

B C

ARCHITECT

POST ADDENDUM SET

HUMBLE INDEPENDENT SCHOOL DISTRICT Humble, TX 77338

NEW LAKELAND ELEMENTARY SCHOOL

Descr

POST AD

A-201

LEVEL 2 15'-0"

18/A-211

No.

EXTERIOR ELEVATION - EAST - OVERALL

Descr HUM

DATE

2020/05/04 DRAWING HISTORY

0'-0" 15'-0"

18'-0" AFF 18'-0"

No.

30'-0"

DATE

2020/05/04 DRAWING HISTORY

ROOFADDENDUM SET POST

EXTERIOR ELEVATION - EAST - OVERALL EXTERIOR ELEVATION - LIBRARY 1/16" = 1'-0" EXTERIOR ELEVATION - EAST - OVERALL 1/16" = 1'-0"

Date

18'-0" AFF 18'-0" ROOF 30'-0"2 LEVEL 15'-0" 18'-0" AFF 18'-0"

Exterior Elevation - East - Overall 1/16" = 1'-0"

HUM

19126

Description

BUILDING NUMBER

LEVEL 1 0'-0"

PROJECT NUMBER

DRAWING HISTORY

No.

ARCHITECT

18'-0" AFF 18'-0"

HUMBLE ISD DATE

2020/05/04

ALL BUILDING E.J. TO BE 1" UNLESS NOTED OTHERWISE. CONTROL JOINT IN MASONRY VENEER TO BE 3/8" TYPICAL UNLESS NOTED OTHERWISE. 1/2" EXPANSION JOINT FILLER ON BOTH ENDS OF ALL STEEL LINTEL ANGLES. CONTRACTOR IS TO PROVIDE WALL MOCK-UP PER DETAIL #XX

ROOF 30'-0"

HECKED BY: hecker N ENTRANCE RAWN BY: uthor HECKED ot Stamp:BY: hecker 4/2020 2:31:09 PM RAWN BY: uthor ot Stamp: 4/2020 2:31:09 PM

LEVEL 1 0'-0"

1/16" = 1'-0"

18 EXTERIOR ELEVATIONA-302 - NORTH - OVERALL

KEY PLAN KEY PLAN

LEVEL 2 LEVEL 1 15'-0" 0'-0"

Exterior Elevation - North - Overall

RIOR ELEVATION - NORTH - OVERALL '-0" EXTERIOR ELEVATION - NORTH - OVERALL

B C

ROOF 30'-0"

A-301

B C

A D N

ARCHITECT PBK Architects, Inc. PBK Architects, Inc. PBK.com PBK.com HOUSTON HOUSTON 11 Greenway Plaza, 22nd 11Floor Greenway Plaza, 22nd Floor Houston, TX 77046 Houston, TX 77046 713-965-0608 P 713-965-0608 P 713-961-4571 F 713-961-4571 F TX Firm: F-1608 TX Firm: F-1608 PACHECO KOCH KYLE WHITIS T 281-883-0103 DALLY AND ASSOCIATES SAM IBRAHIM T 7133378881 SALAS O'BRIEN DAN STEPHENS T 281-664-1900 FOOD SERVICE DUANE MIKKELSON T 281-350-2323

PACHECO KOCH KYLE WHITIS T 281-883-0103 DALLY AND ASSOCIATES SAM IBRAHIM T 7133378881 SALAS O'BRIEN DAN STEPHENS T 281-664-1900 FOOD SERVICE DUANE MIKKELSON T 281-350-2323

Project Type: Company: Year: Software: Responsibilty:

Educational PBK Architects 2019 SketchUp / Revit / Enscape Design Development: - BIM Modeling - Sheet and View Creation - Assisted Project Manager with Consultant coordination Construction Documents: - Site Plans - Floor Plans - Reflected Ceiling Plans - Exterior Elevations - Interior Elevations - Door and Window Schedules - Building and Wall Sections - Dimensioning - Keynoting - Redlines Construction Administration: - Submittal Review - Issued RFI Responses - Issued ASI - Issued Change Proposal Requests made by Client Renders: - Generated 3D Perspectives using Enscape render Software and Photoshop

02 Atascocita High School Addition

Exterior Perspective - Gymnasium and Classroom Addition

Exterior Perspective - Gymnasium Lobby

Interior Perspective - Gymnasium Lobby

Interior Perspective - Classroom Lobby 1

Interior Perspective - Classroom Lobby 2

Y ONL ING PARK LE MOTO RCYC

BICYC

PARK

ING

ONL

9 13

2 6

3 17 10

DN DN

4 8

29 19

24 28

20 32

40 50

03/A4.06

10 0

NO SCOPE OF WORK IN THIS AREA

0 10 20

203

30 40 50 40 20

255

06/A4.06

203

Site Demolition Plan

THIS CONTRACTOR WHICH MAY AFFECT DEMOLITION AND OR REPAIRS OF ARCHITECTURAL ELEMENTS. COORDINATE WITH RELATED SUB CONTRACTORS THE EXTENT OF ALL DEMOLITION WORK. 31. PATCH FLOORS, WALLS CEILINGS WHICH REMAIN AT LOCATIONS WHERE PIPES, CONDUITS, ETC. ARE REMOVED AS REQUIRED TO MATCH EXISTING CONDITIONS OR TO RECEIVE NEW FINISHES. DOOR 32. WHERE EXISTINGDEMO FINISH FLOOR IS REMOVED, PREPARE FLOOR SURFACE TO RECEIVE NEW FLOORING. 33. ALL DASHED LINES ARE DEMOLITION LINES UNLESS NOTED OTHERWISE. KEYNOTE LEGEND 34. WHERE CEILINGS ARE BEING REMOVED, REPLACED, MODIFIED, CONTRACTOR TO COORDINATE WITHNUMBER TRADES WHERE TILES HAVE DEVICES; ALLDESCRIPTION CEILING DEVICES SHALL ONLY BE REMOVED/REINSTALLED BY THEIR RESPECTIVE TECHNICIANS. TEST ALL SYSTEMS PRIOR TO CEILING TILE REMOVAL AND NOTIFY OWNER OF NON FUNCTIONING ITEMS. 207 02 41 19_DEMOLISH WALL SYSTEM 209 213 247 248 255

GENER Architect

E D

02 41 19_DEMOLISH DOOR SYSTEM 02 41 19_DEMOLISH EXISTING CEILING SYSTEM RE: CIVIL C1.1 DEMOLISH EXISTING TREES 02 41 19_DEMOLISH EXISTING EQUIPMENT, RE: MEP FOR EXTENT, TYP.

LEGEND Legend

1. DEMOLITION P PHASE OF THIS DEMOLITION S FACILITATE TH 2. CONTRACTOR FIELD PRIOR T 3. CONTRACTOR 4. CONTRACTOR MATERIALS DIS TO REMAIN DU 5. CONTRACTOR 6. AFTER AWARD NOT BE APPRO CONTRACTOR. 7. CONTRACTOR 8. CONTRACTOR CONSTRUCTIO 9. CONTRACTOR SIDEWALKS, CA DEMOLITION W 10. CONTRACTOR 11. ALL FURNITUR THE DEMOLITIO REQUIRED. 12. REMOVE EXIST DAMAGE OCCU DAMAGE TO M 13. CONTRACTOR NEEDED PRIOR 14. CONTRACTOR WITH ROADS, S 15. CONTRACTOR PARTITION BET DEMOLITION A EXISTING FACI AND DUST). 16. NOTIFY THE BU DEEMED SALVA CONDITION. 17. THE CONTRAC 18. MAINTAIN ANY ASSOCIATED F RATED OPENIN EXISTING FIRE 19. WHEN UNANTIC WITH THE INTE EXTENT OF TH 20. PROTECT EXIS INCLUDE BUT N REMAIN IN PLA SKINNING OR B MATERIAL OR E 21. CONTRACTOR PUBLIC AT ALL 22. DO NOT INTER AUTHORITIES H TO EXISTING U 23. WHEN UTILITY PROVIDE BYPA WITH DEMOLIT 24. CONTRACTOR FOLLOWING: E FIELD LOCATIO COMMENCEME CIRCUITS SERV BE LOCKED OU THOSE CIRCUI THE REMAININ TO BE DEMOLI 25. CONTRACTOR NEW HVAC, EL 26. SAW-CUT AND NEW FIXTURES MECHANICAL W AND NEW TECH CONCRETE AN BETWEEN NEW NEW 3,500 PSI RECEIVE NEW 27. EXISTING WAL INTERSECTING SMOOTH; INCL 28. NEW OPENING THE HEIGHT AN WALL CONSTR REQUIRED FOR 29. WHERE EXISTI TO PANEL, OR EXISTING CON MEPT DRAWING 30. REFER TO MEP THIS CONTRAC ELEMENTS. CO WORK. 31. PATCH FLOOR ARE REMOVED 32. WHERE EXISTI FLOORING. 33. ALL DASHED LI 34. WHERE CEILIN WITH TRADES REMOVED/REIN CEILING TILE R

247

R 0"

KEY PLAN

NORTH:

PLAN

TRUE

247

CLIENT

HUMBLE ISD

207

1962 2019/12/06

DATE

DEMO SLAB

Other

PROJECT NUMBER

MATCHLINE SEE 06 / AD2.05

213

REVISIONS

No.

1 0"

Description

209

Date

207

DEMO WALL

POST ADDENDUM SET

KEYNOTE LEGEND NUMBER

DESCRIPTION

02 41 19_DEMOLISH WALL SYSTEM 02 41 19_DEMOLISH DOOR SYSTEM 02 41 19_DEMOLISH CANOPY SYSTEM 02 41 19_DEMOLISH EXISTING WINDOW SYSTEM 02 41 19_SALVAGE FOR REUSE 02 00 00_INFILL WINDOW WITH METAL STUD & GYP ON THE INTERIOR; TAPE FLOAT & REPAINT WALL CORNER TO CORNER

AD2.04

248

AD6.04

CLIENT

HUMBLE ISD FS

PROJECT NUMBER

1962 2019/12/06

DATE

248

CHECKED BY:

REVISIONS

No.

Description

Date

LEGEN

POST ADDENDUM SET

DRAWN BY:

DEMOLITION ELEVATION EXTERIOR ATASCOCITA

NUMBER

10'-3 1/4" V.I.F.

AD6.04

Site Demolition Plan - Area D 06 LEVEL 1 - DEMOLITION - FLOOR PLAN - AREA D 1/8" = 1'-0"

207 209 213 247 248 255

207

255

12/6/2019 9:03:18 AM

C:\Users\earteaga\Documents\A19_0744_Atascacita_earteaga.rvt

GTP

207 209 210 212 240 246

NO SCOPE OF WORK IN THIS AREA

LEVEL 1 Architect DEMOLITION FLOOR PLAN - AREA D ATASCOCITA

DEMO DOOR

02 4 02 4 02 4 RE: DEM 02 4

THIS CONTRACTOR WHICH MAY AFFECT DEMOLITION AND OR REPAIRS OF ARCHITECTURAL ELEMENTS. COORDINATE WITH RELATED SUB CONTRACTORS THE EXTENT OF ALL DEMOLITION WORK. 31. PATCH FLOORS, WALLS CEILINGS WHICH REMAIN AT LOCATIONS WHERE PIPES, CONDUITS, ETC. ARE REMOVED AS REQUIRED TO MATCH EXISTING CONDITIONS OR TO RECEIVE NEW FINISHES. DOOR 32. WHERE EXISTINGDEMO FINISH FLOOR IS REMOVED, PREPARE FLOOR SURFACE TO RECEIVE NEW FLOORING. 33. ALL DASHED LINES ARE DEMOLITION LINES UNLESS NOTED OTHERWISE. KEYNOTE LEGEND 34. WHERE CEILINGS ARE BEING REMOVED, REPLACED, MODIFIED, CONTRACTOR TO COORDINATE WITHNUMBER TRADES WHERE TILES HAVE DEVICES; ALLDESCRIPTION CEILING DEVICES SHALL ONLY BE REMOVED/REINSTALLED BY THEIR RESPECTIVE TECHNICIANS. TEST ALL SYSTEMS PRIOR TO CEILING TILE REMOVAL AND NOTIFY OWNER OFPER NON FUNCTIONING 203 02 41 16_DEMOLISH EXISTING SIDEWALK NEW CONSTRUCTIONITEMS. AREA REQUIREMENTS 207 210 212

Architect

E D

02 41 19_DEMOLISH WALL SYSTEM 02 41 19_DEMOLISH CANOPY SYSTEM 02 41 19_DEMOLISH EXISTING WINDOW SYSTEM

R 0"

PHASE OF THIS PROJ DEMOLITION SCOPE T FACILITATE THE RENO 2. CONTRACTOR SHALL FIELD PRIOR TO DEM 3. CONTRACTOR SHALL 4. CONTRACTOR SHALL MATERIALS DISCOVE TO REMAIN DURING D 5. CONTRACTOR SHALL 6. AFTER AWARD OF TH NOT BE APPROVED IF CONTRACTOR. 7. CONTRACTOR SHALL 8. CONTRACTOR SHALL CONSTRUCTION TO R 9. CONTRACTOR SHALL SIDEWALKS, CANOPIE DEMOLITION WORK. 10. CONTRACTOR SHALL 11. ALL FURNITURE WILL THE DEMOLITION WO REQUIRED. 12. REMOVE EXISTING M DAMAGE OCCUR TO A DAMAGE TO MATCH E 13. CONTRACTOR IS TO V NEEDED PRIOR TO DE 14. CONTRACTOR SHALL WITH ROADS, STREET 15. CONTRACTOR IS RES PARTITION BETWEEN DEMOLITION ACTIVITI EXISTING FACILITY AN AND DUST). 16. NOTIFY THE BUILDING DEEMED SALVAGEAB CONDITION. 17. THE CONTRACTOR SH 18. MAINTAIN ANY AND A ASSOCIATED FIRE-RA RATED OPENINGS, AL EXISTING FIRE-RATED 19. WHEN UNANTICIPATE WITH THE INTENDED EXTENT OF THE CON 20. PROTECT EXISTING S INCLUDE BUT NOT BE REMAIN IN PLACE AG SKINNING OR BRUISIN MATERIAL OR EXCAV 21. CONTRACTOR SHALL PUBLIC AT ALL TIMES 22. DO NOT INTERRUPT E AUTHORITIES HAVING TO EXISTING UTILITIE 23. WHEN UTILITY SERVIC PROVIDE BYPASS CO WITH DEMOLITION. 24. CONTRACTOR SHALL FOLLOWING: ELECTR FIELD LOCATION OF A COMMENCEMENT OF CIRCUITS SERVICING BE LOCKED OUT AND THOSE CIRCUITS WHI THE REMAINING BUIL TO BE DEMOLISHED W 25. CONTRACTOR SHALL NEW HVAC, ELECTRIC 26. SAW-CUT AND REMOV NEW FIXTURES, ITEM MECHANICAL WORK, AND NEW TECHNOLO CONCRETE AND PRO BETWEEN NEW CONC NEW 3,500 PSI MINIMU RECEIVE NEW FLOOR 27. EXISTING WALLS (OR INTERSECTING WITH SMOOTH; INCLUDING 28. NEW OPENING TO BE THE HEIGHT AND WID WALL CONSTRUCTION REQUIRED FOR NEW 29. WHERE EXISTING INT TO PANEL, OR MECHA EXISTING CONSTRUC MEPT DRAWINGS 30. REFER TO MEPT DRA THIS CONTRACTOR W ELEMENTS. COORDIN WORK. 31. PATCH FLOORS, WAL ARE REMOVED AS RE 32. WHERE EXISTING FIN FLOORING. 33. ALL DASHED LINES AR 34. WHERE CEILINGS ARE WITH TRADES WHERE REMOVED/REINSTALL CEILING TILE REMOVA

KEY PLAN

LEGEND Legend

203

NORTH:

PLAN

TRUE

CLIENT

HUMBLE ISD

Other

PROJECT NUMBER

DEMO SLAB

1962 2019/12/06

DATE

207

A.13

REVISIONS

No.

1 0"

Description

Date

210

AD6.04

18 AD6.04

DEMO WALL

POST ADDENDUM SET

KEYNOTE LEGEND NUMBER

DESCRIPTION

203

AD2.05

207

CLIENT

HUMBLE ISD

CHECKED BY:

PROJECT NUMBER

1962 2019/12/06

DATE

AD6.04

REVISIONS

No.

Description

LEGEND

Date A6.31

DEMO S

207

DEMO W

POST ADDENDUM SET

C:\Users\earteaga\Documents\A19_0744_Atascacita_earteaga.rvt

DRAWN BY:

DEMOLITION ELEVATION EXTERIOR ATASCOCITA

AD6.04 MATCHLINE SEE 06 / AD2.04

12/6/2019 9:03:22 AM

207 209 210 212 240 246

LEVEL 1 Architect DEMOLITION FLOOR PLAN - AREA E ATASCOCITA

NO SCOPE OF WORK IN THIS AREA

DEMO DOOR

Site Plan Demo - Area E 06 LEVEL 1 - DEMOLITION - FLOOR PLAN - AREA E 1/8" = 1'-0"

DEMO D

212 NUMBER

203 207 210 212

203

02 41 16_D 02 41 19_D 02 41 19_D 02 41 19_D

MATCHLIN E RE 12 / AD6.04 F

16 DEMO - ELEVATION - AREA E 1/8" = 1'-0"

212

AND DUST). DEMOLITION ACTIVITIES SHALL BE PERFORMED SO ASDUST). TO PRODUCE 28. NEW OPENING TO BE CUT IN EXISTING WALLS SHALL BE SAW-CUT AT LOCATIONS INDICATED TO AND AND DUST). NOTIFY THE BUILDING OWNE EXISTING FACILITY AND OCCUPANTS16. (I.E. MINIMIZE EXCESSIVE AND THE HEIGHT AND WIDTH INDICATED. NEW LINTELS SHALL BE INSTALLED TO SUPPORT EXISTING 16. NOTIFY THE 16. NOTIFY THE BUILDI BUILD DEEMED SALVAGEABLE. TUR WALL CONSTRUCTION ABOVE AS INDICATED ON THE DRAWINGS, OR IF NOT INDICATED, AS AND DUST). DEEMED DEEMED SALVAGEA SALVAGE CONDITION. 16. NOTIFY THE BUILDING OWNER OF ANY MATERIALS, FIXTURES, ETC. T REQUIRED FOR NEW WALL CONSTRUCTION PER STRUCTURAL DRAWINGS. CONDITION. CONDITION. 17.ANY THEREQUESTED CONTRACTOR SHALL DEEMED SALVAGEABLE. TURN OVER ITEMS TO RE TH 29. WHERE EXISTING INTERIOR WALLS ARE REPLACED OR REMOVED, REMOVE MEPT SYSTEMS BACK 17. 17. THE THE CONTRACTOR CONTRACTOR 18. MAINTAIN ANY AND ALL CONDITION. TO PANEL, OR MECHANICAL ROOM, OR FARTHEST POSSIBLE POINT WITHOUT DISTURBING 18. ANY AND 18. MAINTAIN MAINTAIN ANYEXIST AND ASSOCIATED FIRE-RATINGS, 17. PER THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM TH EXISTING CONSTRUCTION. REMOVE EXISTING MECHANICAL EQUIPMENT, RELOCATE POWER ASSOCIATED FIREASSOCIATED FIREDEMO DOOR RATED ASSEMBLIES OPENINGS, ALL ASSO 18. MAINTAIN ANY AND ALL EXISTING FIRE-RATED THAT AR MEPT DRAWINGS RATED RATED OPENINGS, OPENINGS, EXISTING FIRE-RATED FIRES ASSOCIATED FIRE-RATINGS, INCLUDING BUT NOT LIMITED TO ALL AS 30. REFER TO MEPT DRAWINGS FOR DEMOLITION OF MEPT SYSTEMS. IDENTIFY WORK REQUIRED BY EXISTING EXISTING FIRE-RAT FIRE-RAT WHEN 19. UNANTICIPATED MECH EXISTING FIRE-RATED PENETRA THIS CONTRACTOR WHICH MAY AFFECT DEMOLITION AND OR REPAIRS OF ARCHITECTURAL RATED OPENINGS, ALL ASSOCIATED19. WHEN 19. WHEN UNANTICIPA UNANTICIPA 207 207 207 207 207 207 WITH THE WITH INTENDED FUNCTI EXISTING FIRE-RATED FIRESTOPPING CONDITIONS. ELEMENTS. COORDINATE WITH RELATED SUB CONTRACTORS THE EXTENT OF ALL DEMOLITION WITH THE THE INTENDE INTENDE EXTENT OF THESTRUCTURAL CONFLICT A 19. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR WORK. EXTENT OF EXTENT OF THE THE CO CO 207 207 20. PROTECT EXISTING SITE IMP WITH THE INTENDED FUNCTION OR DESIGN ARE DE 31. PATCH FLOORS, WALLS CEILINGS WHICH REMAIN AT LOCATIONS WHERE PIPES, CONDUITS, ETC. 20. PROTECT 20.ENCOUNTERED, PROTECT EXISTING EXISTING BUT NOTIMMEDIATEL BE LIMITE EXTENT OF THE CONFLICT AND NOTIFY INCLUDE THE ARCHITECT ARE REMOVED AS REQUIRED TO MATCH EXISTING CONDITIONS OR TO RECEIVE NEW FINISHES. INCLUDE BUT NOT INCLUDE BUT NOT T.O.B. T.O.B. CORRIDOR CORRIDOR T.O.B. CORRIDOR NUMBER DESCRIPTION T.O.B. CORRIDOR T.O.B.32. CORRIDOR REMAIN INREMAIN PLACE AGAINST 20. PROTECT EXISTING SITE IMPROVEMENTS AND LANDSCAPING TO REUAA WHERE EXISTING FINISH FLOOR IS REMOVED, PREPARE FLOOR SURFACE TO RECEIVE NEW IN REMAIN IN PLACE PLACE 28'-0"28'-0" 28'-0"FLOORING. SKINNING OR BRUISING OF INCLUDE BUT NOT BE LIMITED TO EXISTING TREES AND OTHER VEGB 28'-0" SKINNING OR 28'-0" SKINNING OR BRUI BRUI T.O.B. CORRIDOR MATERIAL OR BREAKING, EXCAVATED M REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, OR 33. ALL DEMOLITION LINES UNLESS OTHERWISE. MATERIAL OR MATERIAL OR EXCA EXC 207DASHED LINES ARE02 41 19_DEMOLISH WALLNOTED SYSTEM 21. CONTRACTOR SHALL 28'-0" SKINNING OR BRUISING OF BARK, SMOTHERING TREES BYPROVID STOC 34. WHERE CEILINGS ARE BEING REMOVED, REPLACED, MODIFIED, CONTRACTOR TO COORDINATE 21. CONTRACTOR SHA 21.OF CONTRACTOR SHA PUBLIC ATPUBLIC ALL TIMES, ASTIME NEC 209 TRADES WHERE TILES 02 41HAVE 19_DEMOLISH SYSTEM MATERIAL OR EXCAVATED MATERIAL WITHIN DRIP LINES. WITH DEVICES; ALLDOOR CEILING DEVICES SHALL ONLY BE AT PUBLIC AT ALL ALL TIM E 22. DO NOT EXISTING 21. CONTRACTOR SHALL PROVIDE TRAFFIC HANDLING MEASURES TO PR REMOVED/REINSTALLED RESPECTIVECANOPY TECHNICIANS. TEST ALL SYSTEMS PRIOR TO 22. DO NOT 22.INTERRUPT DO NOT INTERRUP INTERRUP 210 02BY41THEIR 19_DEMOLISH SYSTEM AUTHORITIES HAVING JURISD PUBLIC AT ALL TIMES, AS NECESSARY AND AS REQURED BY AUTHOR CEILING TILE REMOVAL AND NOTIFY OWNER OF NON FUNCTIONING ITEMS. AUTHORITIES HAVI AUTHORITIES HAV 212 02 41 19_DEMOLISH EXISTING WINDOW SYSTEM EXISTING UTILITIES, AS A 22. DO NOT INTERRUPT EXISTING D UTILITIES,TOEXCEPT WHEN AUTHORIZE TO UTILIT TO EXISTING EXISTING UTILI T.O.B. GYM WHEN 23. UTILITY SERVICES ARE AUTHORITIES HAVING JURISDICTION.23.PROVIDE SERVIC WHEN UTILITY SER 23.TEMPORARY WHEN UTILITY SER 240 02 41 19_SALVAGE FOR REUSE BYPASS TO EXISTING UTILITIES, AS ACCEPTABLEPROVIDE TO AUTHORITIES HAVING PROVIDE BYPASS PROVIDECONNECTI BYPASSJC 34'-0" 246 02 00 00_INFILL WINDOW WITH METAL STUD & GYP ON THE TAPE FLOATARE & REQUIREDWITH DEMOLITION. 23.INTERIOR; WHEN UTILITY SERVICES TO BE REMOVED, RELOCAT WITH WITH DEMOLITION. DEMOLITION T.O.B. ATHLETICS LEVEL 2 REPAINT WALL CORNER TO CORNER 24. CONTRACTOR SHALL CONTA PROVIDE BYPASS CONNECTIONS TO MAINTAIN CONTINUITY OF SERV LEVEL 2 LEVEL 24. CONTRACTOR SHA 24. CONTRACTOR SHA LEVEL 22 FOLLOWING: ELECTRIC,ELEC GAS WITH DEMOLITION. 14'-0" FOLLOWING: FOLLOWING: ELEC 14'-0" 14'-0" 246 14'-0" NORTH: PLANOF TRUE FIELD LOCATION ALL UND 24. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES INCLUDING LEVEL 2 FIELD OO FIELD LOCATION LOCATION T.O.B. CORRIDOR T.O.B. CORRIDOR COMMENCEMENT OFSEWER, ANY DEO FOLLOWING: ELECTRIC, GAS, WATER, TELEPHONE, STORM COMMENCEMENT COMMENCEMENT 14'-0" SERVICING THE AR FIELD LOCATION OF ALL UNDERGROUNDCIRCUITS AND OVERHEAD UTILITY LIN ATHLETICS CEILING CIRCUITS SERVICIN 28'-0" 28'-0" CIRCUITS SERVICIN BE Other LOCKED AND TAGGE COMMENCEMENT OF ANY DEMOLITION WORK, CONTRACTOR SHALL BE LOCKED OUT BEOUT LOCKED OUT AN A 9'-0" 210 210 210 THOSE CIRCUITS WHICH ARE CIRCUITS SERVICING THE AREA INVOLVED WITH THIS DEMOLITION. THOSE CIRCUITS W THOSE CIRCUITS W THE DO REMAINING BUILDING SH BE LOCKED OUT AND TAGGED OUT IF THEY NOT SERVICE ANYBU O THE REMAINING THE REMAINING BU 210 TOTO BESERVICE DEMOLISHED WHILE M THOSE CIRCUITS WHICH ARE IDENTIFIED BOTH THE ARE TO DEMOLISHED TO BE BE DEMOLISHE CONTRACTOR SHALL THE REMAINING BUILDING SHALL BE25. SPLIT SO25. AS CONTRACTOR TO KILL ALLRE-LOC ELECT DEMO SLAB SHA 25. CONTRACTOR SHA DATE NEW HVAC, ELECTRICAL, PLU TO BE DEMOLISHED WHILE MAINTAINING POWER NEW TO THE REMAINDE HVAC, ELECTR NEW HVAC, ELECT 26. SAW-CUT AND REMOVE 25. CONTRACTOR SHALL RE-LOCATE UTILITIES AND ASEXIS REQ 26. SAW-CUT AND REM 26.EQUIPMENT SAW-CUT AND REM LEVEL LEVEL 1 1 LEVEL 1 LEVEL LEVEL 11 REVISIONS NEW FIXTURES, ITEMS, AND O NEW HVAC, ELECTRICAL, PLUMBING, AND TECHNOLOGY REQUIREME NEW ITE NEW FIXTURES, FIXTURES, ITE 0'-0"0'-0" 0'-0" MECHANICAL WORK, NEW PL 26. SAW-CUT AND REMOVE EXISTING FLOOR FINISHES AND FLOOR SLAB 0'-0" 0'-0" MECHANICAL WORK MECHANICAL WOR LEVEL 1 AND NEW TECHNOLOGY WOR NEW FIXTURES, ITEMS, AND OR DEVISES FOR ALLAND SCOPE-OF-WORK NEW AND NEW TECHNOL TECHNO 0'-0" CONCRETE AND PROVIDE NE MECHANICAL WORK, NEW PLUMBING UTILITIES, NEW PLUMBING WOR CONCRETE AND PR CONCRETE AND PR DEMO WALL NEW CONCRETE F AND NEW TECHNOLOGY WORK. SPLICEBETWEEN NEW REINFORCING BARS DO BETWEEN NEW BETWEEN NEW CO CO T.O.B. ATHLETICS LEVEL 2 LEVEL 2 NEW 3,500NEW PSI CON CONCRETE AND PROVIDE NEW VAPOR RETARDER ANDMINIMUM NEWPSI CONTIN 3,500 MINI NEW 3,500 PSI MIN NEW FLOOR FINISH BETWEEN NEW CONCRETE FLOOR SLABRECEIVE AND EXISTING CONCRETE 14'-0" 14'-0" RECEIVE NEW FLOO RECEIVE NEW FLOF WALLS (OR PORTIO NEW 3,500 PSI MINIMUM CONCRETE 27. ANDEXISTING PREPARE FLOOR, INCLUDIN 27. WALLS (O 27. EXISTING EXISTING WALLS (O INTERSECTING WITH WALLS RECEIVE NEW FLOOR FINISHES. COORDINATE WITH STRUCTURAL. INTERSECTING WIT INTERSECTING WIT SMOOTH; INCLUDING MATCH 27. EXISTING WALLS (OR PORTIONS OF WALLS) TO BESMOOTH; REMOVED SHALL INCLUDIN SMOOTH; INCLUDIN ATHLETICS CEILING DEMO DOOR 28. NEW OPENING TO BE TO CUTBE INPB INTERSECTING WITH WALLS TO REMAIN. REMAINING 28. OPENING TO 28. NEW NEWWALLS OPENING TO Architect THEFINISHES, HEIGHT AND WIDTH INDI SMOOTH; INCLUDING MATCHING EXISTING PAINT, ETC. 9'-0" THE HEIGHT AND W THE HEIGHT AND W WALL CONSTRUCTION ABOVE 28. NEW OPENING TO BE CUT IN EXISTING WALLS SHALL BECONSTRUCTI SAW-CUT AT WALL WALL CONSTRUCT REQUIRED FOR NEW WALL C THE HEIGHT AND WIDTH INDICATED. NEW LINTELS SHALL BEFOR INSTAL REQUIRED NE REQUIRED FOR NE PW KEYNOTE LEGEND 29. WHERE EXISTING INTERIOR WALL CONSTRUCTION ABOVE AS INDICATED ON THE DRAWINGS, ORIN 29. WHERE EXISTING 29. WHERE EXISTING I TO PANEL, OR MECHANICAL REQUIRED FOR NEW WALL CONSTRUCTION PER STRUCTURAL DRAW TO TO PANEL, PANEL, OR OR MEC MECR NUMBER DESCRIPTION CONSTRUCTION. 29. WHERE EXISTING INTERIOR WALLS AREEXISTING REPLACED OR REMOVED, RR EXISTING CONSTRU EXISTING CONSTR MEPT DRAWINGS TO PANEL, OR MECHANICAL ROOM, OR FARTHEST POSSIBLE POINT MEPT DRAWINGS MEPT DRAWINGS 207 02 41 19_DEMOLISH WALL SYSTEM REFER30. TO MEPT DRAWINGS EXISTING CONSTRUCTION. REMOVE30. EXISTING MECHANICAL EQUIPM REFER TO DR 30. REFER TO MEPT MEPT D LEVEL 1 LEVEL 1 209 02 41 19_DEMOLISH DOOR SYSTEM THIS CONTRACTOR WHICH M MEPT DRAWINGS THIS THIS CONTRACTOR CONTRACTOR 0'-0" 0'-0" ELEMENTS. COORDINATE WII 30. REFER TO MEPT DRAWINGS FOR DEMOLITION OFELEMENTS. MEPT SYSTEMS. 210 02 41 19_DEMOLISH CANOPY SYSTEM COORD ELEMENTS. COOR THIS CONTRACTOR WHICH MAY AFFECTWORK. DEMOLITION AND OR REPAI WORK. WORK. 212 02 41 19_DEMOLISH EXISTING WINDOW SYSTEM 31. PATCH FLOORS, CEIL T.O.B. GYM ELEMENTS. COORDINATE WITH RELATED SUB31. CONTRACTORS THE PATCH FLOORS, W 31. PATCHWALLS FLOORS, WE 212 240 02 41 19_SALVAGE FOR REUSE 212 212 ARE REMOVED AS REQUIRED WORK. ARE AS ARE REMOVED REMOVED AS T.O.B. T.O.B. CORRIDOR CORRIDOR 34'-0" T.O.B. T.O.B. CORRIDOR CORRIDOR T.O.B. T.O.B. CORRIDOR CORRIDOR 246 02 00 00_INFILL WINDOW WITH METAL STUD & GYP ON THE INTERIOR; TAPE FLOAT31. & PATCH 32. WHERE EXISTING FINISH FLO FLOORS, WALLS CEILINGS WHICH REMAIN AT LOCATIONS WHFF 32. WHERE EXISTING 32. WHERE EXISTING 212 28'-0" 28'-0" REPAINT WALL CORNER TO CORNER 28'-0" 28'-0" 28'-0" 28'-0" ARE REMOVED AS REQUIRED TO MATCHFLOORING. EXISTINGFLOORING. CONDITIONS OR T FLOORING. T.O.B. T.O.B. CORRIDOR CORRIDOR 33. ALL DASHED ARELINES DEM 32. WHERE EXISTING FINISH FLOOR IS REMOVED, PREPARE FLOOR SUR 33. ALL DASHED 33. ALLLINES DASHED LINES 28'-0"28'-0" T.O.B. CORRIDOR T.O.B. CORRIDOR 34. WHERE34. CEILINGS ARE BEINGAA FLOORING. WHERE 34. WHERE CEILINGS CEILINGS CLIENT WITH TRADES WHERE TILES 33. ALL DASHED LINES ARE DEMOLITION LINES UNLESS NOTED OTHERW 28'-0" 28'-0" WITH TRADES WHE WITH TRADES WHE HUMBLE ISD REMOVED/REINSTALLED BY T 34. WHERE CEILINGS ARE BEING REMOVED, REPLACED, MODIFIED, CON REMOVED/REINSTA REMOVED/REINSTA CEILING TILE REMOVAL AND WITH TRADES WHERE TILES HAVE DEVICES; ALL CEILING DEVICES S PROJECT NUMBER CEILING TILE REMO CEILING TILE REMO REMOVED/REINSTALLED BY THEIR RESPECTIVE 1962 TECHNICIANS. TEST CEILING TILE REMOVAL AND NOTIFY OWNER OF NON FUNCTIONING I DATE 2019/12/06

212

T.O.B. CORRIDOR 28'-0"

KEYNOTE LEGEND

240

LEVEL 2 14'-0"

KEY PLAN

207

LEGEND

Legend

212

246

24 24

246

South Elevation - Area E

DEMO - ELEVATION - AREA E CLASSROOM WING DEMO - ELEVATION - AREA E CLASSROOM WING 1/8" = 1'-0" 1/8" 1/8" == 1'-0" 1'-0" - ELEVATION - AREA E CLASSROOM WING DEMO - ELEVATION - AREA E

207

CHECKED BY:

246

CHECKED BY:

207

207 207

210

1/8" = 1'-0"

212

210 210

210

MATCHLIN E RE 12 / AD6.04 F

212 212

T.O.B. CORRIDOR T.O.B. T.O.B. CORRIDOR CORRIDOR 28'-0" 28'-0" 28'-0"

212

T.O.B. CORRIDOR 28'-0"

240 240

246

No.

LEVEL 2 14'-0"

246

207

240 240 2 LEVEL 2 LEVEL LEVEL 2 14'-0" 14'-0" 14'-0"

246

T.O.B. ATHLETICS LEVEL 2 14'-0"

246

LEVEL 2 14'-0"

246

ATHLETICS CEILING 9'-0"

LEVEL 1 0'-0"

212

West Elevation - Area E

18 18

212

LEVEL LEVEL 1 1 0'-0"0'-0"

212 212

207 207

246

DEMO WALL

DEMO DOOR DEMO DEMO

16 16

DEMO - ELEVATION - AREA E E DEMO - ELEVATION - AREA 1/8" = 1'-0" 1/8" 1/8" == 1'-0" 1'-0" DEMO - ELEVATION - AREA E 1/8" = 1'-0"

NUMBER NUMBER KEYNOTE LEGEND NUMBER

207 207

246

246 246

246

246 246 246

246 246

246

246 246 246

246

246 246 246

246 246

T.O.B. GYM T.O.B. T.O.B. GYM GYM 34'-0" 34'-0" 34'-0"

T.O.B. GYM 34'-0" 207 207

T.O.B. CORRIDOR T.O.B. CORRIDOR 28'-0" 28'-0"

246

246 246

T.O.B. ATHLETICS LEVEL 2 14'-0"

LEVEL 2 14'-0"

ATHLETICS CEILING 9'-0"

240 240

12 12

DEMO - ELEVATION - AREA D D DEMO - ELEVATION - AREA 1/8" = 1'-0" 1/8" 1/8" == 1'-0" 1'-0" - ELEVATION - AREA D

Demo Elevations

209

240 240

209

209 209

212

AD6.04

DEMO DOOR

246 246

DEMOLITION ELEVATION EXTERIOR ATASCOCITA

DEMO WALL DEMO DEMO

212

246

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12/6/2019 9:03:31 AM C:\Users\earteaga\Documents\A19_0744_Atascacita_earteaga.rvt

LEVEL 1 0'-0"

DEMO SLAB LEVEL LEVEL 1 LEVEL 1 LEVEL 11 11 LEVEL LEVEL 0'-0"0'-0" 0'-0" 0'-0"0'-0" 0'-0"

NUMBER

207 207

LEGEND

DEMO SLAB DEMO DEMO

MATCHLIN E RE 16 / AD6.04 F MATCHLIN E RE 16 / AD6.04 F

MATCHLIN E RE 16 / AD6.04 F

DRAWN BY:

Date

LEGEND LEGEND

ATHLETICS CEILING CEILING ATHLETICS ATHLETICS CEILING 9'-0" 9'-0" 9'-0"

West Elevation - Area D

DEMO - ELEVATION - AREA E ENTRANCE DEMO - ELEVATION - AREA E ENTRANCE 1/8" = 1'-0" 1/8" 1/8" == 1'-0" 1'-0" - ELEVATION - AREA E ENTRANCE

POST ADDENDUM SET

LEVEL 1 LEVEL LEVEL 11 0'-0" 0'-0" 0'-0"

LEVEL 1 0'-0"

246 T.O.B. ATHLETICS LEVEL246 2 14'-0"

DE E E A

REVISIONS T.O.B. ATHLETICS LEVELATHLETICS 2 LEVEL T.O.B. T.O.B. ATHLETICS LEVEL 22 14'-0" No. Description 14'-0" 14'-0"

246

ATHLETICS CEILING 9'-0"

209

MATCHLIN E RE 12 / AD6.04 F MATCHLIN E RE 12 / AD6.04 F

LEVEL 1 0'-0"

212 212

212

West Elevation - Area D - Continued

LEVEL 1 0'-0"

T.O.B. CORRIDOR CORRIDOR T.O.B. CORRIDOR T.O.B. T.O.B.T.O.B. CORRIDOR T.O.B. CORRIDOR CORRIDOR 28'-0" 28'-0" 28'-0"28'-0" 28'-0" 28'-0"

T.O.B. ATHLETICS LEVELATHLETICS 2 LEVEL 2 LEVEL T.O.B. 22 T.O.B. ATHLETICS LEVELLEVEL LEVEL 22 14'-0" 14'-0" 14'-0"14'-0" 14'-0" 14'-0" ATHLETICS CEILING CEILING ATHLETICS ATHLETICS CEILING 9'-0" 9'-0" 9'-0"

LEVEL 1 LEVEL 1 LEVEL 11 LEVELLEVEL LEVEL 11 0'-0" 0'-0" 0'-0" 0'-0" 0'-0" 0'-0"

207 209 210 212 240 246

DESCRIPTION 207 02 41 19_DEMOLISH 207 02 207 02 41 41 19_ 19 209 02 41 19_DEMOLISH 209 02 209 02 41 41 19_ 19 02 41 19_DEMOLISH WALL 210 SYSTEM 02 41 19_DEMOLISH 210 02 210 02 41 41 19_ 19 02 41 19_DEMOLISH DOOR SYSTEM 212 02 41 19_DEMOLISH 212 02 212 02 41 41 19_ 19 02 41 19_DEMOLISH CANOPY SYSTEM 240 02 41 19_SALVAGE 240 02 240 02 41 41 19_ 19 02 41 19_DEMOLISH EXISTING WINDOW SYSTEM 246 02 00 00_INFILL 246 02 00_ 246 02 00 00WIN 00 02 41 19_SALVAGE FOR REUSE REPAINT WALL CO REPAINT REPAINT 02 00 00_INFILL WINDOW WITH METAL STUD & GYP ON THE REPAINT WALL CORNER TO CORNER

Y ONL PAR KING C LE ORCY MOT

BICY

C LE

PAR KING

ONL

9 13

2 6

3 17 10

DN DN

DN 8

29 19 12

ANE FIRE L EXIST

FI R EL AN E

LA NE

15/A4.06

IRE

EX IS

LAN E

IRE

LA NE

EX IST F

EXI S

IRE

40 40

ANE FIRE L

EX IST

EXIST

EX IST F

IRE

LA NE

NO SCOPE OF WORK IN THIS AREA

0 10

06/A0.09

FI RE

LA N

40 30

EX IST

06/A0.08

EX IS

IRE

LA NE

Proposed Site Plan - Area D & E

10 0

FIR EL AN E

EX IST F

IRE

LA NE

FIRE LA

EXIST

NEW ADDITIONS

FIRE LA

EXIST

F.E.C.

3208

REFER TO CIVIL DETAILS FOR SIDEWALK CONTROL JOINT DETAILS.

05/A0.13

CIVIL

STRUCTURE

1059

MEPT

21'-3 1/8"

GENERAL NOTES KEYNOTE LEGEND 1. CONCRETE WALKS - VERIFY JOINT LAYOUT W/ARCHITECT PRIOR TO POURING OF CONCRETE. PAINTED STRIPES AT PARKING LOT TO BE 4: WIDE, TYPICAL. DESCRIPTION 3. CURB - 6" HIGH CONCRETE TYPICAL, RE: CIVIL DOCUMENTS FOR TOP OF CURBS OR PAVEMENT ELEVATIONS, RE: CIVIL DOCUMENTS. 4. FIRE LANES TO BE PAINTED RED W/WHITE LETTERS, RE: SPECS. 10TO73 13_ALUMINUM 5. REFER CIVIL DRAWINGS FOR ALLCANOPY SITE GRADING AND SUBSURFACE DRAINAGE SYSTEM. 6. REFER TO MEP DRAWINGS FOR PARKING LOT LIGHTING. PAINT CONCRETE LIGHT POLE BASES AS 32 16 SIDEWALKS RE: SITE DETAILS SHEET AND CIVIL DIRECTED BY 23_NEW ARCHITECT. PROVIDE SIDE WALK EXPANSION JOINTS AT AREAS NOT NOTED SPECIFICALLY AT 40' ON CENTER. 32 16 23_MOW STRIPS 7. PROVIDE SIDEWALK CONTROL JOINTS AT AREAS NOT SPECIFICALLY INDICATED PER CIVIL SPECS. REFER TO CIVIL DETAILS FOR SIDEWALK CONTROL JOINT DETAILS.

BUILDING EN

NUMBER 2.

05/A0.13

HOUSTON 11 Greenway Plaza, 22nd Floor Houston, TX 77046 713-965-0608 P 713-961-4571 F TX Firm: F-1608

CIVIL

NAME

20445 State Hwy 249 Suite 380 Houston, TX 77070 281-883-0103 P

STRUCTURE

Pacheco Koch NAME

9800 Richmond Ave #460 Houston, Texas 77042 713.337.8881 P

1059

000-000-0000 F

MEPT

21'-3 1/8"

KEYNOTE LEGEND NUMBER

EXISTING

DESCRIPTION

11 Greenway Plaza, Suite 1510 Houston, TX 77046 713-940-3300 P 713-961-4571 F TX Firm: F-18672 BUILDING ENVELOPE 11 Greenway Plaza 22nd Floor Houston, TX 77046 713-940-3201 P

EXISTING

3209

LEAF E NG INE E RS A PBK COMPANY

NAME

BEAM

CHECKED BY:

3209

DALLY + ASSOCIATES

10 73 13_ALUMINUM CANOPY 32 16 23_NEW SIDEWALKS RE: SITE DETAILS SHEET AND CIVIL DRAWINGS 32 16 23_MOW STRIPS

ATASCOCITA HIGH SCHOOL ADDITIONS AND RENOVATIONS - PACKAGE D

1059 3208 3209

PBK.com

ATASCOCITA HIGH SCHOOL ADDITIONS

3208

DRAWINGS

PBK Architects, Inc.

13300 WILL CLAYTON PKWY HUMBLE, TX 77346

F.E.C.

3209

ARCHITECT

POST ADDENDUM SET

1059 3208 3209

D N

KEY PLAN

NORTH:

PLAN

TRUE

Other

1059

15/A0.13

06/A0.13

18/A4.06

1059

RELOCATE EXISTING EXHAUST TO ROOF, RE:MEP

Architect

DRAWN BY:

KEY P

CLIENT

C:\Users\earteaga\Documents\A19_0744_Atascacita_earteaga.rvt

1059

HUMBLE ISD

15/A0.13

PROJECT NUMBER

1962 2019/12/06

DATE REVISIONS

06/A0.13

18/A4.06

1059

No.

Description

Date

EXISTING

12/6/2019 8:55:40 AM

POST ADDENDUM SET

RELOCATE EXISTING EXHAUST TO ROOF, RE:MEP

Enlarged Site Plan - Area D - Gymnasium Addition

AREA D - ATASCOCITA

SITE PLAN - AREA D - ATASCOCITA

A0.08

REFER TO CIVIL DETAILS FOR SIDEWALK CONTROL JOINT DETAILS. CIVIL

STRUCTURE

GENERAL NOTES 1. CONCRETE WALKS - VERIFY JOINT LAYOUT W/ARCHITECT PRIOR TO POURING OF CONCRETE. 2. PAINTED STRIPES AT PARKING LOT TO BE 4: WIDE, TYPICAL. 3. CURB - 6" HIGH CONCRETE TYPICAL, RE: CIVIL DOCUMENTS FOR TOP OF CURBS OR PAVEMENT ELEVATIONS, RE: CIVIL DOCUMENTS. 4. FIRE LANES TO BE PAINTED RED W/WHITE LETTERS, RE: SPECS. 5. REFER TO CIVIL DRAWINGS FOR ALL SITE GRADING AND SUBSURFACE DRAINAGE SYSTEM. DESCRIPTION 6. REFER TO MEP DRAWINGS FOR PARKING LOT LIGHTING. PAINT CONCRETE LIGHT POLE BASES AS DIRECTED BY ARCHITECT. PROVIDE SIDE WALK EXPANSION JOINTS AT AREAS NOT NOTED SPECIFICALLY AT 40' ON CENTER. 7. PROVIDE SIDEWALK CONTROL JOINTS AT AREAS NOT SPECIFICALLY INDICATED PER CIVIL SPECS. 13_ALUMINUM CANOPY REFER TO CIVIL DETAILS FOR SIDEWALK CONTROL JOINT DETAILS.

MEPT

KEYNOTE LEGEND

NUMBER

1059 3209 89934

10 73 32 16 23_MOW STRIPS 08 62 00_UNIT SKYLIGHTS

BUILDING EN ARCHITECT

HO 11 Greenway Housto 713-9 713-9 TX Fir CIVIL

20445 S Su Houston 281-883-0103 P

STRUCTURE

9800 Richm Houston,

713.337.8881 P MEPT

KEYNOTE LEGEND NUMBER

04/A0.13

ATASCOCITA HIGH SCHOOL ADDITIONS

1059

DESCRIPTION

10 73 13_ALUMINUM CANOPY 32 16 23_MOW STRIPS 08 62 00_UNIT SKYLIGHTS

AND RENOVATIONS - PACKAGE DADDITIONS ATASCOCITA HIGH SCHOOL

1059 3209 89934

11 Greenway Houston 713-940-3300 P TX Firm BUILDING ENVELOPE 11 Gree 22n Houston 713-940-3201 P

89934

F.E.C. F.E.C.

3209

CHECKED BY:

F.E.C.

KEY PLAN

3209

39'-3 7/8"

73'-10 1/2"

F.E.C.

30'-0"

MATCHLINE SEE 06 / A0.08

DRAWN BY:

F.E.C.

KEY P

PROJEC

05/A0.13

1 201

DATE REVISIONS

Descr

73'-10 1/2"

No.

3209

F.E.C.

POST ADD

Enlarged Site Plan - Area E - Classroom Addition 06 SITE PLAN - AREA E - ATASCOCITA 1" = 10'-0"

30'-0"

12/6/2019 8:55:43 AM

C:\Users\earteaga\Documents\A19_0744_Atascacita_earteaga.rvt

HUM

39'-3 7/8"

SITE PLAN - ATAS

EM EM.1

E1304.3

F.E.C.

E13

UP M25

3'-1"

D1301.1

3'-0"

LOBBY D1301

D1301.2

6'-0"

A7.05

23/A5.04

1059

Sim

6'-4" M.O.

DF DG

DH D1301.3

A8.04

M6A

NO SCOPE OF WORK IN THIS AREA

F.E.C.

14'-9"

A6.28 24

A6.27

20'-0"

05 A7.08

D1402.1

16/A5.04

D1402.2 M2

1194

M6A

14/A5.04

11007

Sim

7'-6"

5'-9 7/8"

SCORERS TABLE

A PBK COMPANY

05 S3

A7.06

A7.07

FEC

4'-6"

KEYNOTE LEGEND

A7.08

NUMBER

546 1059 1194 11007 11023 FEC

7'-6"

D1402.5

8'-4"

16'-0"

A6.05

8'-4"

16'-0"

RETRACTABLE BLEACHERS

PERPENDICULAR ADJACENT WALL ON THE HINGE SIDE OF THE DOOR U.N.O. ALL DOORS IN INTERIOR GYP. BOARD STUD WALLS SHALL BE SET 4" OFF THE PERPENDICULAR ADJACENT WALL ON THE HINGE SIDE OF THE DOOR U.N.O. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF ANY CONFLICTS OCCUR. 14. ALUMINUM THRESHOLDS TO BE SET IN FULL BED OF SEALANT AT ALL EXTERIOR DOORS 15. COORDINATE ROOF DRAIN LEADER LOCATIONS WITH FLOOR PLAN PRIOR TO SLAB CONSTRUCTION 16. PROVIDE VINYL REDUCER AT ALL DISSIMILAR FLOOR MATERIALS U.N.O. 17. U.N.O., ALL ELECTRICAL AND MECHANICAL OPERABLE DEVICES SHALL BE MOUNTED WITH THE HIGHEST OPERABLE CONTROL AT MAXIMUM OF 42" AFF 18. ALL REQUIRED ACCESSIBLE CLEARANCES FOR ALL ITEMS INCLUDING BUT NOT LIMITED TO ALL COUNTERTOPS, ALL PLUMBING FIXTURES, INCLUDING ALL DRINKING FOUNTAINS, ALL LAVATORIES, ALL URINALS, AND ALL TOILETS SHALL BE STRICTLY ENFORCED. 19. ALL INTERIOR PARTITION TYPES ARE TYPE 'S3' U.N.O. 20. FURNITURE SHOWN DASHED IS NOT IN CONTRACT (N.I.C.) UNLESS OTHERWISE NOTED. 21. PATCH ADN REPAIR ALL ADJACENT WALLS WHERE DEMOLITION TAKES PLACE AS REQUIRED. MATCH ALL EXISTING FINISHES. 22. AT ALL NEW DOOR OPENINGS, PATCH FLOORING TO MATCH UNLESS OTHERWISE NOTED; RE: FINISH SCHEDULE. 23. PATCH AND PAINT ALL WALLS ADJACENT TO NEW FOR EXISITNG OPENINGS AND PAINT TO ENSURE SEAMLESS TRANSITION. 24. PREP FOR NEW DOORS/FRAMES BY VERIFYING DOOR HEIGHTS WITH EXISTING OPENINGS AND SECURITY DEVICES. 25. PATCH, REPAIR AND REGRADE SOD AT ALL AREAS AFFECTED BY DEMO AND OTHER SCOPE OF WORK. 26. ALL ROOM GRAPHICS TO BE REMOVED/REPLACED AND ALL BUILDING SYSTEMS TO BE REPROGRAMMED TO NEW NUMBERING AFTER ESTABLISHED. DEMO ANY EXISTING ROOM SIGNS. CONFIRM WIITH OWNER/ARCHITECT PRIOR TO REPROGRAMMING.

Sim

15'-0"

D1402.6

7'-6"

8'-4"

16'-0"

REFER TO SHEET A4.07 FOR STRIPING DETAILS

SCORERS TABLE

D1402.4

NO SCOPE OF WORK IN THIS AREA

GYM D1402

06 24

DESCRIPTION

E NG INE E RS

D1301.2

1'-6"

D1 GYM D1402

1'-0"

D1301.4

A6.26 06

A7.07

D1301.1

4'-2 1/2"

05/A4.05

6'-0"

A7.06

A7.05

3'-1"

3'-5 5/8"

NUMBER

COLLABORATION SPACE E1301

E1304.3

RETRACTABLE BLEACHERS

E1304.2

MATCHLINE SEE 06 / A2.10

KEYNOTE LEGEND

GENERAL NOTES

04/A4.10

DESCRIPTION

05 50 00_ALUMINUM LADDER 10 73 13_ALUMINUM CANOPY 11 66 23_SAFETY PAD 11 66 43_SCOREBOARD MAT HOIST RE:SPECS FEC_SEMI-RECESSED FIRE EXTINGUISHER CABINET

713-940-3201 P

POST ADDENDUM SET

A6.31

F.9

13300 WILL CLAYTON PKWY HUMBLE, TX 77346

ATASCOCITA HIGH SCHOOL ADDITIONS AND RENOVATIONS - PACKAGE D

EJ.3

11'-5"

15'-0"

EJ EJ.1

A6.28 24

A6.27

129'-2" 7'-6"

REFER TO SHEET A4.07 FOR STRIPING DETAILS

9'-0"

KEY P

Sim

A7.08

8'-4"

D1402.3

7'-0"

D6 11023

7'-6"

06 A7.06

8'-0"

6'-4" M.O.

78'-3 5/8" 16'-7 3/4"

16'-10 1/2" 02

A7.07

8'-7 5/8"

M2B

2'-9"

3'-2" M.O. 12'-1

TRUE

M6A

7'-0"

STORAGE D1404

546

17'-7 5/8"

FEC

M6A

25'-8 3/4"

V.I.F. ALIGN FACE BRICK TO EXISTING

M2B

GYM VESTIBULE D1403 D1402.3

F.E.C.

D1402.4

BOILER ROOM D1404C

M2 M2B

D1404A

Architect

13'-9 5/8" M2

D1402.4

D1404C

D1405

39'-8 3/8"

13'-9 5/8"

A7.08 M6A

1194

M2B

4'-0"

F.E.C.

16'-4 1/4"

M6A

M2B

6'-4" M.O. 15'-1 3/8"

1/4"

8'-10 3/4"

4'-4 5/8"

A7.07

3'-8 1/4"

6'-4" M.O.

4'-10 3/4"

13'-9 3/4"

16'-10 1/2" 0203 A7.07

Sim

A7.07 A7.07

A7.07

62'-0 7/8"

4 3/4"

78'-3 5/8" 16'-7 3/4"

62'-0 7/8"

Sim

39'-8 3/8"

V.I.F. ALIGN FACE BRICK TO EXISTING

6'-4" M.O. 12'-1 1/4"

3'-8 1/4"

4'-10 3/4"

13'-9 3/4" 03 A7.07

Sim

04 A7.07

4 3/4"

CLIENT

HUMBLE ISD

Sim

PROJECT NUMBER

1962 2019/12/06

DATE

REVISIONS

No. 1 8

Description ADD#01 COUNTY COMMENTS

Date 10/11/2019 11/18/2019

REVISIONS

No. 1 8

ADD# COUN

POST ADDENDUM SET

PARTITION TYPES TO BE M5 ESS NOTED OTHERWISE.

Floor Plan - Level 1 - Gymnasium Addition

VEL 1 - FLOOR PLAN - AREA D

" = 1'-0"

ELEC. D1404B

M2 10'-4 5/8"

1'-6"

7'-0"

8'-4"

7'-0" 8'-4"

FIRE RISER D1405

9'-5"

4'-4 5/8"

D13

1'-6"

15'-1 3/8"

0 3/4"

D1404B M6A

2'-0 1/4"

A7.07

D12

D1404C

M6A M2B

25'-8 3/4"

D11

Sim

2'-0 1/4"

PLAN

11023

16'-4 1/4"

M2B

546

11007

NORTH: Other

GYM VESTIBULE D1403 D1402.3 2'-0 1/4"

17'-7 5/8"

M6A

D1402.1 D10 STORAGE D1404

9'-0"

M6A

FEC

2'-0 1/4"

8'-7 5/8"

A7.08

BOILER ROOM D1404C

KEY PLAN

M2B

D1404A

6'-0"

M6A

4 5/8"

21'-8"

ELEC. D1404B

D1402.2

8'-0"

RISER 405

1194

7'-6"

D1404B

M2B

4'-0"

A7.06

M2B

11007

6A M2B

EG.9 EH

ATASCOCITA HIGH SCHOOL AD

24. PREP FOR NEW DOORS/FRAMES BY VERIFYING DOOR HEIGHTS WITH EXISTING OPENINGS AND SECURITY DEVICES. 25. PATCH, REPAIR AND REGRADE SOD AT ALL AREAS AFFECTED BY DEMO AND OTHER SCOPE OF WORK. 26. ALL ROOM GRAPHICS TO BE REMOVED/REPLACED AND ALL BUILDING SYSTEMS TO BE REPROGRAMMED TO NEW NUMBERING AFTER ESTABLISHED. DEMO ANY EXISTING ROOM SIGNS. CONFIRM WIITH OWNER/ARCHITECT PRIOR TO REPROGRAMMING.

LEVEL 1 - FLOOR PLAN - AREA D ATASCOCITA

A2.08

LEV PLA A

GENERAL CEILING PLAN NOTES

A7.05

2'-7 1/4"

ROBOTICS E1304

12'-0"

3'-0"

11'-0 1/8"

4'-9"

4'-6"

9'-0"

NO SCOPE OF WORK IN THIS AREA

3'-4 3/4"

10' - 0" A.F.F.

1059

EXTERIOR PLASTER DESCRIPTION 10 73 13_ALUMINUM CANOPY

TECTUM ROOF DECK

A7.07

13'-9 1/8"

04 A7.07

11'-0 1/8"

A7.07

19'-6"

EQ EQ

NUMBER

LOBBY D1301

2'-7 1/4"

21'-4"

4'-9"

GYPSUM BOARD CEILING

KEYNOTE LEGEND

STORAGE 04 D1404 A7.06 05 A7.08

8'-0"

MATCHLINE SEE 06 / A10.15

1059

BOILER ROOM D1404C 4'-6"

4'-10 3/4" 9' - 6" A.F.F.

ELEC. D1404B

A7.05

6'-10 1/4"

FIRE RISER D1405

A10.43 19'-6"

19'-6"

MATCHLINE SEE 06 / A10.15

A7.08 19'-6"

Sim

A7.07

Legend

COLLABORATION SPACE E1301

3'-0"

2'-8 3/4"

13'-9 1/8"

9'-4 7/8"

9'-0"

RCP LEGEND

06 A10.43

3'-9 5/8" 2'-9 5/8"

EQ EQ

IDF E1303

3'-4 3/4"

2' x 4' TROFFER LIGHT

19'-6"

4'-10 3/4"

2' x 2' TROFFER LIGHT

1059

21'-4"

NO SCOPE OF WORK IN THIS AREA

0' - 0 1/4" / 1' - 0"

1' 5" x 1' -2.5" EXTERIOR WALL PACK

PBK Architects, Inc.

HOUSTON 11 Greenway Plaza, 22nd Floor Houston, TX 77046 713-965-0608 P 713-961-4571 F TX Firm: F-1608 CIVIL

NAME

20445 State Hwy 249 Suite 380 Houston, TX 77070 281-883-0103 P

STRUCTURE

Pacheco Koch NAME

9800 Richmond Ave #460 Houston, Texas 77042 713.337.8881 P

000-000-0000 F

MEPT

11 Greenway Plaza, Suite 1510 Houston, TX 77046 713-940-3300 P 713-961-4571 F TX Firm: F-18672 BUILDING ENVELOPE 11 Greenway Plaza 22nd Floor Houston, TX 77046 713-940-3201 P

DALLY + ASSOCIATES

LEAF E NG INE E RS A PBK COMPANY

NAME

BEAM

DATE

REVISIONS

No. 7

48" DOWNLIGHT STRIP LIGHT

0' - 0 1/4" / 1' - 0"

PBK.com

POST ADDENDUM SET

EQ21'-4"

A7.06

05 A7.08

ARCHITECT

13300 WILL CLAYTON PKWY HUMBLE, TX 77346

KEYNOTE LEGEND

LOBBY D1301

ATASCOCITA HIGH SCHOOL ADDITIONS AND RENOVATIONS - PACKAGE D

1. REFER TO AND COORD. WITH ROOM FINISH SCHEDULES FOR SPECIFIC CEILING TYPES. 2. ALL SCHEDULED CEILING HEIGHTS ARE FROM THE MAIN FLOOR LEVEL WITHIN THE ROOM AND OR SPACE, AND ARE NOT FROM AN ELEVATED FLOOR LEVEL, AND ARE NOT FROM A RECESSED FLOOR LEVEL. 3. NO FIRE SPRINKLER HEADS ARE SHOWN ON ARCH. CEILING PLANS. ALL SPRINKLER HEADS SHALL BE CENTERED WITHIN CEILING TILES U.N.O. 4. ONLY CEILING MOUNTED FIXTURES AND EQUIP. IS SHOWN ON ARCH. CEILING PLANS. REFER TO NUMBER DESCRIPTION INTERIOR ELEVATIONS FOR WALL MOUNTED FIXTURES. REFER TO MEPT DOCUMENTS FOR ADDITIONAL INFORMATION CONCERNING CEILING MOUNTED FIXTURES AND OR WALL MOUNTED FIXTURES. 1059 LIGHT FIXTURES ARE 10 73 13_ALUMINUM CANOPYONLY. COORD. WITH 5. CEILING MOUNTED SHOWN FOR LOCATION PURPOSES ELEC. DOCUMENTS FOR LIGHT FIXTURE DESIGNATIONS. 6. CEILING MOUNTED LIGHT FIXTURES WITHIN FIRE RATED CEILING ASSEMBLIES SHALL HAVE LIGHT FIXTURE PROTECTION AND BE TENTED OR OTHERWISE FIRE RATED TO MATCH CEILING ASSEMBLY FIRE RATING. 7. VERIFY LOCATIONS OF ALL CEILING ACCESS PANELS WITH MEPT DOCUMENTS. COORD. LOCATIONS OF CEILING ACCESS PANELS WITH ARCH. PRIOR TO INSTALLATION. CEILING ACCESS PANEL FIRE RATINGS SHALL MATCH CEILING ASSEMBLY FIRE RATINGS. 8. REFER TO WALL SECTIONS FOR WALL-CEILING INTERFACE 9. RE: MEP FOR ADJUSTMENTS TO LIGHT FIXTURE SPACING. 10. PATCH AND REPAIR AT DEMO WALLS. 11. RE: MEP FOR ADJUSTMENTS TO LIGHT FIXTURE SPACIN. 12. MODIFY ALL EXISTING CEILING TILES AND GRIDS AT NEW OR MODIFIED WALL LOCATIONS AS REQUIRED. 13. PROVIDE NEW CEILING GRID FOR ROOMS WITH WALL AND CEILING MODIFICATIONS. 14. ALL CELING HEIGHTS ARE A 9-0" A.F.F. UNLESS NOTED OTHERWISE. 15. EXPOSED CEILING TO BE CLEANED BEFOREGRID PAINTING. ACT-1, AND 2' XPREPPED 2' CEILING

1059

ATASCOCITA HIGH SCHOOL ADDITIONS

MATCHLINE SEE 06 / A10.15

2'-8 3/4"

06 A7.06

ADD#07

POST

LEVEL PLAN ATA

8" RECESSED CAN LIGHT

28'-7 1/2" 8" CYLINDRICAL PENDANT

21'-4"

GYM D1402

0' - 0 1/4" / 1' - 0"

28'-7 1/2"

21'-4"

GYM D1402

KEY P

D N

21'-4"

KEY PLAN

06 A7.06

NORTH:

PLAN

TRUE

Other

21'-4"

A7.06

RCP LEGEND

Architect

9'-4 7/8"

RCP LEGEND

14 A10.43

4'-9"

A7.08

FIRE RISER D1405

ELEC. D1404B

GYPSUM BOARD CEILING

9' - 6" A.F.F.

4'-9"

BOILER ROOM D1404C 4'-6"

8'-0"

Sim

14 A10.43

4'-6"

STORAGE D1404

ACT-1, 2' X 2' CEILING GRID CLIENT

EXTERIOR PLASTER

HUMBLE ISD PROJECT NUMBER

GYPSUM BOARD CEILING

10' - 0" A.F.F.

9' - 6" A.F.F. 9'-0"

TECTUM ROOF DECK

8'-0"

4'-6"

A7.07

STORAGE D1404

No.

A7.07

9'-0"

A7.07

1059

Date 11/05/2019

2' x 2' TROFFER LIGHT

POST ADDENDUM SET

TECTUM ROOF DECK

P - AREA D

Description ADD#07

EXTERIOR PLASTER

1' 5" x 1' -2.5" EXTERIOR WALL PACK

Reflected Ceiling Plan - Gymnasium Addition 04

1059

10' - 0" A.F.F.

2' x 4' TROFFER LIGHT

4'-6"

04 A7.07

48" DOWNLIGHT STRIP LIGHT

BOILER ROOM D1404C

6'-10 1/4"

ELEC. D1404B

4'-9"

FIRE RISER D1405

1962 2019/12/06

DATE REVISIONS

4'-9"

6'-10 1/4"

9'-4 7/8"

ACT-1, 2' X 2' CEILING GRID

Sim

01 A7.08

8" RECESSED CAN LIGHT

2' x 4' TROFFER LIGHT

8" CYLINDRICAL PENDANT

2' x 2' TROFFER LIGHT

LEVEL 1 - CEILING PLAN - AREA D ATASCOCITA

A10.14

DATE

REVISIONS

No. 7

ADD#

26. GENERAL CONTRACTOR SHALL VERIFY ROOF SLOPES WILL PROPERLY DRAIN AS SHOWN. TAPERED INSULATION HATCHING SHOWN IS NOT INTENDED TO ILLUSTRATE THE ENTIRE LIMITS OF TAPERED INSULATION. ROOF AREAS NOT SLOPED BY STRUCTURE SHALL BE SLOPED WITH TAPERED INSULATION TO ACHIEVE PROPER DRAINAGE. 27. PAINT ALL NEW GAS PIPE. 28. ALL ROOFING WORK SHALL OCCUR IN SUCH A MANNER AS NOT TO VOID ANY EXISTING ROOF WARRANTIES. CONTRACTOR TO CONTACT ROOFING MANUFACTURER PRIOR TO COMMENCING THE WORK. NO EXCEPTIONS.

4 A3.11.D

EJ EJ

LOW

EJ EJ

EJ EJ MATCHLINE SEE 06 / A3.09

12 OF

LOW

EJ EJ

12 A3.11.D

A3.11.D

EJ EJ

2 1

EJ EJ

CHECKED BY:

EJ EJ

A3.11.D

4 A3.11.D

LOW

2 1

EJ EJ

A3.11.D LOW

EJ EJ

4 EJ

EJ CD

uments\A19_0744_Atascacita_earteaga.rvt

DRAWN BY:

A3.11.D

EJ EJ EJ EJ EJ

Roof Plan - Gymnasium Addition

HIGH

2 A3.11.D

4 LOW

ENTERING INTO THE BUILDING DURING CONSTRUCTION WORK. 16. AFTER SUBSTANTIAL COMPLETION, THE GENERAL CONTRACTOR SHALL EXAMINE AND CLEAN NEW DRAIN LINES AND NEW AND EXISTING (AS APPLICABLE) GUTTERS OF DEBRIS AND BLOCKAGE, FLUSH WITH WATER TO ENSURE THAT DRAINS AND GUTTERS FLOW FREELY. 17. OWNER WILL VERIFY PROPER OPERATION OF ALL ROOF TOP EQUIPMENT BEFORE AND AFTER THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL INOPERABLE EQUIPMENT PRIOR TO RELEASE OF RETAINAGE. 18. PRIOR TO COMMENCEMENT OF WORK, COORDINATE WALK OF ENTIRE ROOF WITH ROOFING MANUFACTURER'S TECHNICAL REPRESENTATIVE TO IDENTIFY AND LOCATE ALL AREAS OF HIGH SLOPE OR OTHER CONDITIONS WHICH MIGHT REQUIRE SPECIAL PROCEDURES FOR SYSTEM ATTACHMENT. 19. REFER TO MEP DRAWINGS FOR SIZE AND LOCATION OF DECK PENETRATIONS AND ROOF TOP EQUIPMENT. 20. REFER TO GENERAL DETAILS FOR TYPICAL ROOF DRAIN AND OVERFLOW DRAIN DETAILS. 21. GENERAL CONTRACTOR TO ENSURE ALL ROOFTOP PENETRATIONS (SOIL STACKS, VENTS, ETC.) ARE INSTALLED MIN. 4'-0" FROM OTHER DECK PENETRATIONS, RISE WALLS, AND ROOF EDGE. MECHANICAL EQUIPMENT TO BE LOCATED MIN. 10'-0" FROM PERIMETER EDGE AND NO CLOSER THAN 4'-0" FROM RISE WALLS, OR ANY OTHER ROOF PENETRATION. 22. LOCATE PERIMETER DRAINS MAX. 6'-0" FROM EDGE TYPICAL UNLESS SHOWN OTHERWISE. (GENERAL CONTRACTOR TO COORDINATE WITH ROOFING AND PLUMBING CONTRACTOR.) 23. THROUGH WALL BASE FLASHING MIN. HEIGHT 10" AND MAX. HEIGHT 20" FROM FINISH DECK. DO NOT STEP THROUGH WALL FLASHING CLOSER THAN 5'-0" FROM CORNERS. 24. GENERAL CONTRACTOR SHALL COORDINATE LOCATION AND ORIENTATION OF ROOF HATCH AND ACCESS LADDER. 25. GENERAL CONTRACTOR SHALL COORDINATE ALL TOP OF STEEL TO TOP OF BLOCKING AND SUBSTRATE BOARD DIMENSIONS IN FIELD PRIOR TO ORDERING MATERIALS. NO ADDITIONAL GENERAL NOTES (EXISTING AND NEW) COMPENSATION WILL BE GRANTED FOR FAILURE TO COORDINATE 1 1/2" = 1'-0"THESE DIMENSIONS. 26. GENERAL CONTRACTOR SHALL VERIFY ROOF SLOPES WILL PROPERLY DRAIN AS SHOWN. EXHAUST AND SUPPLY PLUMBING VENT GOOSE NECK FAN ON SINGLE CURB TAPERED INSULATION HATCHING SHOWN IS NOT INTENDED TO ILLUSTRATE THE VENT ENTIRE LIMITS FLANGE V RIDGE LINE OF TAPERED INSULATION. ROOF AREAS NOT SLOPED BY VENT STRUCTURE SHALL BE SLOPED WITH AC CURB MOUNTED TAPERED INSULATION TO ACHIEVE PROPER DRAINAGE. EXISTING AREA PITCH PAN AC TO REMAIN -NIC 27. PAINT ALL NEW GAS PIPE. SPLASH BLOCK NEW ROOF DRAIN 28. ALL ROOFING WORK SHALL OCCUR IN SUCH A MANNER AS NOT TO VOID ANY EXISTING ROOF NEW TAPERED SPLASH PAN INSULATION / CRICKET WARRANTIES. CONTRACTOR TO CONTACT ROOFINGEXIST. MANUFACTURER PRIOR TO COMMENCING ROOF DRAIN THE WORK. NO EXCEPTIONS. A/C ON POSTS NEW LT. WT. CONCRETE OF

NOTE: CONTRACTOR TO VERIFY MEP DRAWINGS FOR LOCATION, SIZE AND NOTES FOR ALL NEW MEP ROOFTOP EQUIPMENT, PIPELINES AND DUCTWORK.

CURB MOUNTED VENT

CURB MOUNTED INTAKE

SKYLIGHTS

ANTENNA

ABANDONED CURB TO BE REMOVED / PATCHED

KEY P

ROOF HATCH

WALL DRAIN

A3.11.D

OVERFLOW DRAINS

EJ EJ

NOTE: ALL ROOFING WORK SHALL OCCUR IN SUCH A MANNER AS NOT TO VOID ANY

A3.11.D

MEPT

KEYNOTES AT NEW EXPANSION JOINT, STRIP NEWROOFING FLASHING -INTO EXISTING ROOF BUILDING EN 1 1/2" = 1'-0" PER MANUFACTURER REQUIREMENTS AS TO NOT VOID EXISTING 1. CONTRACTOR SHALL VISIT SITE TO ASCERTAIN EXACT EXISTING CONDITIONS AND WARRANTY. COMPONENTS RELATED TO THE WORK DESCRIBED BY THESE DOCUMENTS. AFTER AWARD OF

1 1/2" = 1'-0"

HIGH

ALUMINUM CANOPY FLASHING - RE: 19/A3.11.D (RE: SPECS)

1 ROOFING - LEGEND (DEMO/EXIST)

ROO D-

PENETRATIONS AT MECHANICAL SCREEN - RE: 9/A3.11.D (RE: SPECS) 7 AT NEW EXPANSION JOINT, NEW FLASHING INTO EXISTING ROOF CLEARANCE BETWEEN ROOF SURFACE AND BOTTOM OFSTRIP MECHANICAL MANUFACTURER REQUIREMENTS AS TO NOT VOID EXISTING CIVIL SCREEN TO MEET MANUFACTURER'SPER REQUIRED FLASHING HEIGHTS. WARRANTY. SEAL TOP OF STRUTURE WITH FULLY WELDED CAP AND INSULATE TUBE STRUCTURE TO PREVENT THERMAL BREAK.

No.

ALUMINUM CANOPY FLASHING - RE: 19/A3.11.D (RE: SPECS)

1 1/2" = 1'-0"

25 ROOFING - KEYNOTES

SCREEN TO MEET MANUFACTURER'S REQUIRED FLASHING HEIGHTS. SEAL TOP OF STRUTURE WITH FULLY WELDED CAP AND INSULATE TUBE

1 1/2" = 1'-0"

ROOF HATCH - RE: 24/A3.11.D (RE: SPECS) TO PREVENT THERMAL BREAK.

Legend 7 GENERAL NOTES (EXISTING AND NEW)

THE CONTRACT, CHANGE ORDER REQUEST FOR ADDITIONAL MONEY SHALL NOT BE APPROVED IF THE WORK COULD HAVE BEEN ANTICIPATED DURING THE SITE VISIT BY THE CONTRACTOR, ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ACCEPTED MANUFACTURER'S PRINTED INSTRUCTIONS AND WARRANTY REQUIREMENTS. 2. DIMENSIONS, DETAILS, EQUIPMENT SIZE AND LOCATION SHOWN IN THESE CONSTRUCTION DOCUMENTS ARE FOR CONVEYANCE OF DESIGN INTENT ONLY. EXACT SIZE, LOCATION, TYPE OF MATERIAL AND TYPE OF CONSTRUCTION OF EXISTING CONDITIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN AND CONFIRM. 3. INDICATED ROOF HEIGHTS ARE GENERAL IN NATURE. 4. REFER TO NOMENCLATURE FOR TYPE OF ROOF SYSTEM. AREAS ARE MARKED WITH EXHAUST AND SUPPLY DESIGNATED LETTER ON ROOF PLAN. PLUMBING VENT GOOSE NECK FAN ON SINGLE 5. NOTE THAT THE DETAILS DRAWN ARE GENERIC IN NATURECURB AND ARE NOT NECESSARILY VENT LOCATED AND KEYED TO THE ROOF PLANS. FLANGE VENT V RIDGE LINEON SITE AND AS SHOWN OTHERWISE ON 6. REMOVE ALL ABANDONED EQUIPMENT IDENTIFIED THESE DOCUMENTS. AC CURB MOUNTED 7. ALL NEW CRICKETS AND TAPERED INSULATION SHALL BE INSTALLED WITH A FINISHED 1/4" PER EXISTING AREA PITCH PAN AC FOOT MIN. SLOPE. CRICKET THE UP SLOPE SIDE OF ALL SQUARE CURBS AND PROJECTIONS TO REMAIN -NIC OVER 20' EXISTING IN WIDTH. DATE 1. CONTRACTOR SHALL VISIT SITE TO ASCERTAIN EXACT CONDITIONS AND SPLASH BLOCK 8. WORK TO ANY UTILITY CONDUIT OR PIPE SHALL BE PERFORMED BY SPECIFIC LICENSED NEW ROOF DRAIN COMPONENTS RELATED TO THE WORK DESCRIBED BY THESE DOCUMENTS. AFTER AWARD OF SUBCONTRACTORS SPECIALIZING IN HVAC, PLUMBING AND ELECTRICAL WORK. PERMITS AND REVISIONS NEW TAPERED INSPECTIONS AREMONEY REQUIRED. REROUTE AND / ORAPPROVED MODIFY UTILITY CONDUIT OR PIPE AS THE CONTRACT, CHANGE ORDER REQUEST FOR ADDITIONAL SHALL NOT BE SPLASH PAN REQUIRED TO BE INSTALLED AS DETAILED. INSULATION / CRICKET IF THE WORK COULD THE SITE VISIT BY THE CONTRACTOR, EXIST. ROOF DRAINHAVE BEEN ANTICIPATED DURING 9. PROVIDE A "MERCURY" GAS LINE TEST (COORDINATE WITH OWNER AND ARCHITECT FOR ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITHOFACCEPTED PRINTED WITNESS TEST). REPAIR MANUFACTURER'S ANY FOUND LEAKS AND RETEST AS REQUIRED. A/C ON POSTS NEW LT. CONCRETE OF 10. ALL SOIL STACK FLASHING SHALL BE A MIN. 10"WT. ABOVE FINISHED ROOF SURFACE. COUPLE INSTRUCTIONS AND WARRANTY REQUIREMENTS. OVERFLOW DRAINS PVC PIPE ABOVE DECK AND COUPLEINSULATION/ CAST IRON PIPE BELOW DECK. CRICKET 2. DIMENSIONS, DETAILS, EQUIPMENT SIZE AND LOCATION SHOWN INETC. THESE 11. ALL PIPING/ CONDUITS/ SHALLCONSTRUCTION BE A MIN. 10" ABOVE ROOF SURFACE, NEW. PROVIDE PORTABLE PIPE HANGERS WITHSIZE, PROTECTION PADS ASTYPE SPECIFIED. DOCUMENTS ARE FOR CONVEYANCE OF DESIGN INTENT ONLY. EXACT LOCATION, OF RAISE PIPING/ CONDUIT/ ETC. ROOF HATCH WALL DRAIN AS REQUIRED. MEP CONTRACTORS SHALL PROVIDE SUPPORTS FOR UTILITY LINES. MATERIAL AND TYPE OF CONSTRUCTION OF EXISTING CONDITIONS ARE THE RESPONSIBILITY OF 12. PROVIDE SHEET METAL HOODED (WITH METAL FACEDESIGNATION CLOSURE) CAPS, WOOD CURB, BOX ROOF AREA MOUNTEDTO VENT THECURB CONTRACTOR ASCERTAIN AND CONFIRM.COVER AT ALL GAS AND WATER PIPE ROOF PENETRATIONS AS DETAILED. PROVIDE POSITIVE SL SKYLIGHTS SLOPE AWAY FROM FACE COVER. 3. INDICATED ROOF HEIGHTS ARE GENERAL IN NATURE. 13. PROVIDE WALKWAY PROTECTION PADS AS SPECIFIED AROUND ALL ROOF HATCHES, HVAC CURBTO MOUNTED 4. REFER NOMENCLATURE FOR TYPE OF ROOF ROOFTOP SYSTEM. AREAS ARE LIGHT WEIGHT UNITS, DOORS THATMARKED OPENTAPERED ONTOWITH ROOF AND AT TOP AND BOTTOM OF ALL ROOF TOP INTAKE LETTER ON ROOF PLAN. ACCESS LOCATIONS. DESIGNATED CONCRETE ANTENNA 14. ISOLATE ALL HEAT PIPES / FLUES AS DETAILED AND RECOMMENDED AND OUTLINED IN THE 5. NOTE THAT THECURB DETAILS NATURE AND ARE NOT NECESSARILY ABANDONED TO DRAWN ARE GENERIC IN NRCA MANUAL FOR HOT STACK FLASHING AND AS DETAILED. DESIGNATES EXTENTS OF LOCATED AND KEYED TO THE ROOF PLANS. 15. ALL OUTSIDE AIR INTAKES SHALL BE COVERED TO ELIMINATE ODORS AND FUMES FROM BE REMOVED / PATCHED WORK IDENTIFIED ENTERING INTOAND THE BUILDING DURING CONSTRUCTION WORK. 6. REMOVE ALL ABANDONED EQUIPMENT IDENTIFIED ON SITE AS SHOWN OTHERWISE ON BY SATELLITE 16. AFTER SUBSTANTIAL COMPLETION,KEYED THE GENERAL CONTRACTOR SHALL EXAMINE AND CLEAN NOTES ATHESE ABANDON EQUIP. DOCUMENTS. DISH NEW DRAIN LINES AND NEW AND EXISTING (AS APPLICABLE) GUTTERS OF DEBRIS AND BLOCKAGE, WITH WATER TO ENSURE THAT DRAINS 7. ALL NEW CRICKETS AND TAPERED INSULATION SHALL BEFLUSH INSTALLED WITH A FINISHED 1/4" AND PERGUTTERS FLOW FREELY. AD AREA DIVIDER S GUY WIRE OWNER WILL VERIFY PROPER OPERATION OF ALL ROOF TOP EQUIPMENT BEFORE AND AFTER FOOT MIN. SLOPE. CRICKET THE UP SLOPE SIDE17.OF ALL SQUARE CURBS AND PROJECTIONS SCUPPER THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL INOPERABLE OVER 20' INVENT WIDTH. EQUIPMENT PRIOR TO RELEASE OF RETAINAGE. EJ EXPANSION JOINT POWER TO COMMENCEMENT OF WORK, COORDINATE 8. WORK TO ANY UTILITY CONDUITGOR PIPE SHALL18.BEPRIOR PERFORMED BY SPECIFIC LICENSEDWALK OF ENTIRE ROOF WITH ROOFING GUTTER MANUFACTURER'S TECHNICAL REPRESENTATIVE TO IDENTIFY AND LOCATE ALL AREAS OF HIGH SUBCONTRACTORS AND ELECTRICAL WORK. PERMITS AND PROCEDURES FOR SYSTEM SLOPE OR OTHER CONDITIONS WHICH MIGHT REQUIRE SPECIAL C CONDENSATE LINE HEATER VENT SPECIALIZING IN HVAC, PLUMBING DS ATTACHMENT. INSPECTIONS ARE REQUIRED. REROUTE AND / OR MODIFY UTILITY CONDUIT OR PIPE AS DOWNSPOUT 19. REFER TO MEP DRAWINGS FOR SIZE AND LOCATION OF DECK PENETRATIONS AND ROOF TOP W REQUIRED TO BE INSTALLED AS DETAILED. BOILER VENT WATER LINE EQUIPMENT. 9. PROVIDE A "MERCURY" GAS LINE TEST (COORDINATE OWNER AND ARCHITECT 20. REFERWITH TO GENERAL DETAILS FOR TYPICAL ROOFFOR DRAIN AND OVERFLOW DRAIN DETAILS. WALL LADDER 21. GENERAL CONTRACTOR ALL ROOFTOP PENETRATIONS (SOIL STACKS, VENTS, WITNESS OFVENT TEST). REPAIR ANY FOUND LEAKS AND RETEST AS REQUIRED. E TO ENSURE ELEC. LINE TURBINE ETC.) ARE INSTALLED MIN. 4'-0" FROM OTHER DECK PENETRATIONS, RISE WALLS, AND ROOF 10. ALL SOIL STACK FLASHING SHALL BE A MIN. 10" EDGE. ABOVE FINISHED ROOF TO SURFACE. MECHANICAL EQUIPMENT BE LOCATED COUPLE MIN. 10'-0" FROM PERIMETER EDGE AND NO G RISE WALLS, PBPVC PIPE SWING LADDER CLOSER THAN 4'-0" FROM OR ANY OTHER ROOF PENETRATION. GAS LINE PIPEBOX ABOVE DECK AND COUPLE CAST IRON PIPE BELOW DECK. 22. LOCATE PERIMETER DRAINS MAX. 6'-0" FROM EDGE TYPICAL UNLESS SHOWN OTHERWISE. 11. ALL PIPING/ CONDUITS/ ETC. SHALL BE A MIN. 10" ABOVECONTRACTOR ROOF SURFACE, NEW.WITH PROVIDE (GENERAL TO COORDINATE ROOFING AND PLUMBING CONTRACTOR.) PORTABLE PIPE HANGERS WITH PROTECTION PADS AS SPECIFIED. RAISE MIN. PIPING/ 23. THROUGH WALL BASE FLASHING HEIGHTCONDUIT/ 10" AND MAX.ETC. HEIGHT 20" FROM FINISH DECK. DO NOT STEP THROUGH FOR WALL FLASHING AS REQUIRED. MEP CONTRACTORS SHALL PROVIDE SUPPORTS UTILITYCLOSER LINES.THAN 5'-0" FROM CORNERS. 24. GENERAL CONTRACTOR SHALL COORDINATE LOCATION AND ORIENTATION OF ROOF HATCH 12. PROVIDE SHEET METAL HOODED (WITH METAL FACE CLOSURE) AND ACCESS LADDER. CAPS, WOOD CURB, BOX 25. GENERAL CONTRACTOR SHALL COORDINATE TOP OF STEEL TO TOP OF BLOCKING AND COVER AT ALL GAS AND WATER PIPE ROOF PENETRATIONS AS DETAILED. PROVIDEALL POSITIVE SUBSTRATE BOARD DIMENSIONS IN FIELD PRIOR TO ORDERING MATERIALS. NO ADDITIONAL SLOPE AWAY FROM FACE COVER. COMPENSATION WILL BE GRANTED FOR FAILURE TO COORDINATE THESE DIMENSIONS. 13. PROVIDE WALKWAY PROTECTION PADS AS SPECIFIED ALLSHALL ROOF HATCHES, HVAC 26. GENERALAROUND CONTRACTOR VERIFY ROOF SLOPES WILL PROPERLY DRAIN AS SHOWN. INSULATION HATCHING SHOWN NOT INTENDED TO ILLUSTRATE THE ENTIRE LIMITS ROOFTOP UNITS, DOORS THAT OPEN ONTO ROOFTAPERED AND AT TOP AND BOTTOM OFIS ALL ROOF TOP OF TAPERED INSULATION. ROOF AREAS NOT SLOPED BY STRUCTURE SHALL BE SLOPED WITH ACCESS LOCATIONS. TAPERED INSULATION TO ACHIEVE PROPER DRAINAGE. PAINTRECOMMENDED ALL NEW GAS PIPE. AND OUTLINED IN THE 14. ISOLATE ALL HEAT PIPES / FLUES AS DETAILED27.AND 28. ALL ROOFING WORK SHALL OCCUR IN SUCH A MANNER AS NOT TO VOID ANY EXISTING ROOF NRCA MANUAL FOR HOT STACK FLASHING AND AS DETAILED. WARRANTIES. CONTRACTOR TO CONTACT ROOFING MANUFACTURER PRIOR TO COMMENCING NO EXCEPTIONS. 15. ALL OUTSIDE AIR INTAKES SHALL BE COVERED THE TO WORK. ELIMINATE ODORS AND FUMES FROM

A3.11.D

REMOVE BRICK IN SAW-TOOTH FASHION AT NEWATTO EXISTING 5 PENETRATIONS MECHANICAL SCREEN - RE: 9/A3.11.D (RE: SPECS) ARCHITEC BETWEEN ROOF SURFACE AND BOTTOM OF MECHANICAL TRANSITION TO TIE BACK UP WALLS CLEARANCE TOGETHER PER A3.13.D.

LOW

ROOF HATCH - RE: 24/A3.11.D (RE: SPECS)

A3.11.D OF EJ

A3.11.D

1 6

A3.11.D

EJ EJ 2

EJ EJ

NEW OVERFLOW ROOF DRAIN W/ OVERFLOW 2" HIGH EXTRUSION. STRIP INTO EXISTING ROOF AS TO NOT VOID EXISTING WARRANTY. (RE: SPECS)

3 REMOVE BRICK IN SAW-TOOTH FASHION AT NEW TO EXISTING NEW OVERFLOW ROOF DRAIN W/ OVERFLOW 2" HIGH EXTRUSION. STRIP TRANSITION TO TIE BACK UP WALLS TOGETHER PER A3.13.D. INTO EXISTING ROOF AS TO NOT VOID EXISTING WARRANTY. (RE: SPECS) 4

EXISTING ROOF DRAIN TO REMAIN.

EXISTING ROOF DRAIN TO REMAIN.2

EJ EJ

KEY P

EJ EJ

A3.11.D LOW

Keynotes

ATASCOCITA HIGH SCHOOL ADDITIONS

GUY WIRE

POWER VENT

SCUPPER

ROOF AREA DESIGNATION TAPERED LIGHT WEIGHT CONCRETE DESIGNATES EXTENTS OF WORK IDENTIFIED BY KEYED NOTES

SATELLITE DISH

ABANDON EQUIP.

INSULATION/ CRICKET

AREA DIVIDER

EXPANSION JOINT

26'-1 1/4"

4'-11 7/8"

CLASSROOM E1310

1'-8 3/4" 10'-4 7/8"

A6.30 21

CLASSROOM E1309

04/A5.04

20'-6"

5'-3 1/2" E1306

Sim

01 A7.05

A7.05

3'-0"

10'-5 3/8"

8'-4"

3'-7 1/4"

4'-0" 13'-0 7/8"

1207

14'-0 3/8"

08/A5.04

E1306

31'-2 1/2"

A6.31

11'-5" 3'-1"

D1301.1

3'-0" 6'-0"

6'-4" M.O.

1'-0"

03 A7.06

D1402.2

1194

DE 03

A7.08

LOBBY D1301

DD 18

A6.26 06 16

1194 03

Sim

M6A

11007

A8.04

1962 2019/12/06

M6A

D1301.2

REVISIONS

No. 8

Description COUNTY COMMENTS

Date 11/18/2019

DATE

D1301.3

POST ADDENDUM SET

LEVEL 1- FLOOR PLAN - AREA E ATASCOCITA

A2.10

M6A

14/A5.04 05

D1301.3 DH14/A5.04

A8.04

D1402.1

11007

D1301.2

D1402.1

A7.07

M6A

D1301.4

M25

D1301.4

A6.26 06

16/A5.04 Sim

A7.07

PROJECT NUMBER DATE

LOBBY S3 D1301

CLIENT

HUMBLE ISD

UP M25

D1301.2 D1301.1

04 A7.06

16/A5.04

D1402.2

A7.08

A7.06

D1301.1

4'-2 1/2"

D1301.2

6'-0"

COLLABORATION SPACE E1301

D1301.1

1'-0"

3'-1"

21'-2"

3'-1"

1059

A7.05

6'-4" M.O.

IDF E1303 164 SF

23/A5.04

1059

Sim

01 A7.05

A7.05

4'-2 1/2"

TRUE

E1305B

04/A4.10

23/A5.04

3'-1"

21'-2"

Floor Plan - Level 1 - Classroom Addition

6'-4"

M.O. 04/A4.10

A7.06

1/8" = 1'-0"

17'-3 3/8"

E1304.3

6'-0"

7'-9"

F.E.C.

3'-5 5/8"

ALL PARTITION TYPES TO BE S3 DA OTHERWISE. DB DC 02 NOTED UNLESS

06 LEVEL 1 - FLOOR PLAN - AREA E

MECH. E1305B

6'-2 5/8"

PLAN

Other

E1302

E1304.3

A7.05

A7.06

NORTH:

Architect E1303

11'-5"

E1304.3

Sim

01 A7.05

7'-9"

16/A11.07 6'-4" M.O.

19/A5.04

FEC

2220

ROBOTICS E1304

16/A11.07

3'-5 5/8"

14'-0 3/8"

KEY PLAN

E1305B

Sim

ROBOTICS STORAGE E1305A 3'-4 7/8"

IDF E1303 164 SF

E1304.2

Sim

17'-3 3/8"

6'-2 5/8"

10'-5 3/8"

3'-7 1/4"

4'-0"

E1303

E1302

E1304.1

F.E.C.

A6.31

MECH. E1305B

E1305A

3'-0"

33'-0" A7.05

14'-3 5/8"

Sim

A7.06

M25 E1304.1

Sim

8'-4"

E1304.1

19/A5.04

Sim

02 18

FEC

2220

13'-0 7/8"

33'-0"

ROBOTICS E1304

E1304.2

ALL PARTITION TYPES TO BE S3 UNLESS NOTED OTHERWISE.

A6.31

3'-4 7/8"1007

E1304.2

Sim

14'-3 5/8"

1'-6"

MATCHLINE SEE 06 / A2.08

12/6/2019 8:56:47 AM

C:\Users\earteaga\Documents\A19_0744_Atascacita_earteaga.rvt

A7.05

E13

1158 ROBOTICS STORAGE E1305A 10'-0 1/2"

E1304.4

8'-4"

10'-3 1/8" 17'-4 1/4"

20/A5.04

CLASSROOM E1305A E1306

DRAWN BY:

A7.05

KEY P

8'-6"

Sim

31'-2 1/2"

1'-7"

E1304.2

E1304.1

E1307

1007

M25

1159

14'-5 1/2"

26'-8"

A PBK COMPANY

2209

6'-11 1/2"

1207

DESCRIPTION

10 11 00_MARKERBOARD AND TACKBOARD 10 73 13_ALUMINUM CANOPY 11 52 13_PROJECTION SCREENS 11 52 13_PROJECTOR MOUNT 11 66 23_SAFETY PAD 12 35 00_EDUCATIONAL CASEWORK 22 40 00_MOP SINK, REFER TO PLUMBING 22 40 00_ELECTRIC DRINKING FOUNTAIN WITH BOTTLE FILLER, REFER TO PLUMBING 26 00 00_EQUIPMENT, REFER TO ELECTRICAL 07 71 00_EXPANSION JOINT FLOOR COVER 11 66 43_SCOREBOARD FEC_SEMI-RECESSED FIRE EXTINGUISHER CABINET TA-8_SHELF WITH MOP AND BROOM HOLDERS AND HOOKS, TYPICAL

E NG INE E RS

08/A5.04

E1306

8'-4"

PBK Architects, Inc.

ATASCOCITA HIGH SCHOOL AD

26'-1 1/4"

7'-7"

Sim

19'-8 7/8"

ARCHITECT

M25

9'-7 3/8" TA-8

E1310

8'-4"

E11

E12

CUST E1307

28'-4 3/4"

E1304.4

E1308

10'-0 1/2"

28'-2 1/4"

E10 19'-10 1/2"

1159

1207

19'-8 7/8" 119'-2 5/8" 124'-0 7/8" 19'-9 1/4"

3'-0"

12'-1 1/4"

25/A5.04

ELEC E1308

A6.31

1159

Sim

03 A7.08

1007 1207

E1311

8'-4"

A7.05

1158

1007

4'-10 3/8" 26'-2 1/4"

2'-5 1/2"

6'-0"

E1312

19'-8 7/8"

1007 1059 1158 1159 1194 1207 2209 2220 2602 7991 11007 FEC TA-8

5'-8 3/8"

01/A5.04

1207

1'-3 3/4"

45°

8'-4"

1007

1158

DESCRIPTION

10 11 00_MARKERBOARD AND TACKBOARD PBK.com HOUSTON 11 Greenway Plaza, 22nd Floor 10 73 13_ALUMINUM CANOPY Houston, TX 77046 713-965-0608 P 11 52 13_PROJECTION SCREENS 713-961-4571 F TX Firm: F-1608 11 52 13_PROJECTOR MOUNT NAME CIVIL 20445 State Hwy 249 Suite 380 Pacheco Koch Houston, TX 77070 11 66 23_SAFETY PAD 281-883-0103 P STRUCTURE NAME 9800 Richmond Ave #460 12 35 00_EDUCATIONAL CASEWORK Houston, Texas 77042 DALLY + 713.337.8881 P 000-000-0000 F ASSOCIATES 22 40 00_MOP SINK, REFER TO PLUMBING MEPT 11 Greenway Plaza, Suite 1510 Houston, TX 77046 LEAF 713-940-3300 713-961-4571 F 22 40 00_ELECTRIC DRINKING FOUNTAIN WITH BOTTLE FILLER, REFER TOP PLUMBING TX Firm: F-18672 BUILDING ENVELOPE 11 Greenway Plaza NAME 26 00 00_EQUIPMENT, REFER TO ELECTRICAL 22nd Floor BEAM Houston, TX 77046 713-940-3201 P 07 71 00_EXPANSION JOINT FLOOR COVER 11 66 43_SCOREBOARD FEC_SEMI-RECESSED FIRE EXTINGUISHER CABINET TA-8_SHELF WITH MOP AND BROOM HOLDERS AND HOOKS, TYPICAL

KEYNOTE LEGEND NUMBER

E1319.3

2602

E1319.2

24'-6 5/8"

10"

CISCO LAB E1319

E1309

1158

28'-4"

Sim

A7.05

1207

1'-6" 4'-5 5/8"

CLASSROOM E1311

E1306

30'-4 3/8"

A6.30 09

42'-9 3/4"

1007

CLASSROOM E1306

1159

20/A5.04

02/A5.04

KEYNOTE LEGEND

6'-11 1/2"

CLASSROOM E1312

1158

1007

1159

M25

04/A11.07

5'-8 1/2"

E1310

1007

5'-3 1/2"

2209

1207

1007

" 1/2

F.E.C.

135°

1159

26'-8"

1158

2'-3"

1007

'-0 10

8'-6"

27'-6 1/4"

1207

1007

E1307

1159

F.E.C.

1158

14'-5 1/2"

24'-6 5/8"

6" 2'1207

32'-7"

A7.05

14'-6 1/8"

E1311

8'-4"

25'-8 1/8"

E1310

E1317

06/A11.07

E1312

1159

Sim

5'-2"

CUST E1307

E1319.1

TA-8

FEC

7'-4 7/8"

24'-8 7/8"

77'-1 3/8" 66'-11 1/8" 8'-4" 11'-9 3/4"

1007

CLASSROOM E1313

39'-2 3/4"

E1319.2

M2512

9'-7 3/8"

E1318

E1302.2

18/A5.04

E1308

1158

IDF E1317

1007

02 A7.06

35'-1 1/8" 25/A5.04

F.E.C. 1207

1007

04/A5.04

135°

E1313 8'-4"

1007

1158

F.E.C.

675

E1319A

14'-1 1/4"

28'-4 3/4" 1207

M25

13/A5.04

ELEC E1308

135°

CLASSROOMSTORAGE E1319A E1309

S3B

CORRIDOR E1302

E1314

15'-5 7/8"

21'-10 7/8"

8'-4"

20'-6"

E1313.2

5'-7 1/4" 4'-4"

R.R. E1316B E1316B

1158

19'-8 7/8"

22'-10 7/8"

1159

CLASSROOM E1318

7991

E1319.1

E1318.3

1159

CLERESTORY ABOVE, RE: 06/A6.31

35'-11 3/8"

21/A5.04

A7.08

4'-11 7/8"

1207

E1318.2

1007

28'-2 1/4"S3B

10"

8'-4"

23/A4.04

CLASSROOM E1314

1007

45°

1007

7991

A7.05

1007 13'-6"

2'-0"

E1316

13'-0 7/8"

15'-5 7/8"

12'-7 1/4"

CLASSROOM E1315 1007 11/A4.04 E1310

E1313.1

CHECKED BY:

1158

E1318.1

S3B

01/A5.04

E1321.1

Sim

18'-6"FLEX SPACE

2'-0"

8'-5 3/8" 21 A6.30

1159

12'-2 3/8"

E9.9

LOBBY E1321

03/A4.11

1207

E1314

4'-11 1/2"

2412 R.R. E1316A

10'-4 7/8"

07/A5.04

A7.05

18'-5 7/8"

A4.04 S3

E1316A S3B

32'-9 5/8"

24/A5.04

Sim

1207

135°

1159

E1311

7'-7"

1158 UP

E1302.1

1007

Sim

01 A7.05

1007

1158

1'-3 3/4"

19'-8 7/8" 119'-2 5/8" 0 7/8"

E1309

A7.06

2'-5 1/2"

5" 5'-

28'-4"

02/A5.04

18 1

GENERAL NOTES

1. VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE COMMENCING WORK. REPORT DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK. 2. REFLECTED CEILING PLAN DIMENSIONS ARE REFERENCED FROM FINISHED SURFACES UNLESS NOTED OTHERWISE. CEILING HEIGHTS ARE DIMENSIONED FROM FLOOR TO FINISHED CEILING HEIGHT. 3. DIMENSIONS NOTED AS "FIELD VERIFY" SHALL BE CHECKED AT THE SITE BY THE CONTRACTOR AND REVIEWED WITH THE ARCHITECT BEFORE INCORPORATING INTO THE WORK. 4. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS TAKE PRECEDENCE. IF CLARIFICATION IS REQUIRED IN ORDER TO DETERMINE THE INTENT OF THE CONTRACT DOCUMENTS, CONTACT THE ARCHITECT. 5. NOTES OR DIMENSIONS LABELED "TYPICAL" SHALL APPLY TO SITUATIONS THAT ARE THE SAME OR SIMILAR. 6. ALL INTERIOR PARTITIONS SHALL BE KEYED AS REFERENCE SHEET SERIES A7.00 FOR INTERIOR PARTITION TYPES. 7. ALL DIMENSIONS ARE TO FACE OF FINISHED WALL. U.N.O. 8. ALL INDUSTRIAL METAL SHELVING INDICATED BY SHALL BE 24X36 U.N.O., BRACE TO WALL OR CEILING TYP. 9. ALL SPACES WITH FLOOR DRAINS TO HAVE FINISHED FLOORS SLOPED TO DRAIN NOT TO EXCEED ONE IN FIFTY. 10. ALL CMU OUTSIDE CORNERS TO HAVE BULLNOSE U.N.O. 11. ALL FLOORS FINISH CHANGES SHALL OCCUR AT THE CENTERLINE OF DOORS UNLESS NOTED OTHERWISE. ALL FLOOR FINISH CHANGES SHALL HAVE THRESHOLDS OR REDUCER STRIPS. 12. COORDINATE HOUSEKEEPING PAD DIMENSIONS AND LOCATIONS WITH EQUIPMENT TO BE INSTALLED. RE: STRUCTURAL FOR REINFORCING. 13. ALL DOORS IN INTERIOR CMU WALLS AND EXTERIOR BRICK SHALL BE SET 6" OFF THE PERPENDICULAR ADJACENT WALL ON THE HINGE SIDE OF THE DOOR U.N.O. ALL DOORS IN INTERIOR GYP. BOARD STUD WALLS SHALL BE SET 4" OFF THE PERPENDICULAR ADJACENT WALL ON THE HINGE SIDE OF THE DOOR U.N.O. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF ANY CONFLICTS OCCUR. 14. ALUMINUM THRESHOLDS TO BE SET IN FULL BED OF SEALANT AT ALL EXTERIOR DOORS 15. COORDINATE ROOF DRAIN LEADER LOCATIONS WITH FLOOR PLAN PRIOR TO SLAB CONSTRUCTION 16. PROVIDE VINYL REDUCER AT ALL DISSIMILAR FLOOR MATERIALS U.N.O. 17. U.N.O., ALL ELECTRICAL AND MECHANICAL OPERABLE DEVICES SHALL BE MOUNTED WITH THE HIGHEST OPERABLE CONTROL AT MAXIMUM OF 42" AFF 18. ALL REQUIRED ACCESSIBLE CLEARANCES FOR ALL ITEMS INCLUDING BUT NOT LIMITED TO ALL COUNTERTOPS, ALL PLUMBING FIXTURES, INCLUDING ALL DRINKING FOUNTAINS, ALL LAVATORIES, ALL URINALS, AND ALL TOILETS SHALL BE STRICTLY ENFORCED. 19. ALL INTERIOR PARTITION TYPES ARE TYPE 'S3' U.N.O. 20. FURNITURE SHOWN DASHED IS NOT IN CONTRACT (N.I.C.) UNLESS OTHERWISE NOTED. 21. PATCH ADN REPAIR ALL ADJACENT WALLS WHERE DEMOLITION TAKES PLACE AS REQUIRED. MATCH ALL EXISTING FINISHES. 22. AT ALL NEW DOOR OPENINGS, PATCH FLOORING TO MATCH UNLESS OTHERWISE NOTED; RE: FINISH SCHEDULE. 23. PATCH AND PAINT ALL WALLS ADJACENT TO NEW FOR EXISITNG OPENINGS AND PAINT TO ENSURE SEAMLESS TRANSITION. 24. PREP FOR NEW DOORS/FRAMES BY VERIFYING DOOR HEIGHTS WITH EXISTING OPENINGS AND SECURITY DEVICES. 25. PATCH, REPAIR AND REGRADE SOD AT ALL AREAS AFFECTED BY DEMO AND OTHER SCOPE OF WORK. 26. ALL ROOM GRAPHICS TO BE REMOVED/REPLACED AND ALL BUILDING SYSTEMS TO BE REPROGRAMMED TO NEW NUMBERING AFTER ESTABLISHED. DEMO ANY EXISTING ROOM SIGNS. CONFIRM WIITH OWNER/ARCHITECT PRIOR TO REPROGRAMMING.

1007 1059 1158 1159 1194 1207 2209 2220 2602 7991 11007 FEC TA-8

E1321.1

5'-8 3/8"

27'-6 1/4"

CLASSROOM E1315

CLASSROOM E1311 E5

NO SCOPE OF WORK IN THIS AREA

17/A5.04

Sim

A6.32 A.13

E1321.3

1159 1007

26'-5 7/8"

E1315

M25

7'-4 7/8"

E1321.3

1207

1007

EM EM.1

8'-4"

5'-2 5/8"

4'-5 5/8"

45°

5'-4 1/8"

13'-10 1/8"

8'-4"

NUMBER

26/A5.04

1007

4'-11 1/4"

E3 2'-3"

1007

F.9

/4"

E21158

E1319.2

42'-9 3/4"

E1310 A7.05

45°

1207

EJ.3

E1319.3

2602

13'-0 7/8"

5'-8 1/2"

32'-8 1/2" A7.05 27'-7"

EJ EJ.1

04/A11.07

A7.05

EG.9 EH

91 1'-

E1311

06/A5.04

EG.1

CISCO LAB E1319

1'-8 3/4"

3'-9 7/8" E1317

1059

5'-1 1/2"

E1.8

14'-6 1/8"

06/A11.07

3'-9 7/8"

17'-2" 15'-6 3/4"

5'-2"

EF.1

E1319.1

8'-4"

E1 FECE1.1

10'-4 7/8"

F.E.C.

1159

E1321.2

04/A0.13

E1318

ED.1

A6.30 09

22/A5.04

IDF E1317

1007

1158

5'-1"

1158

6'-0"

EA EB

M25

5'-1"

1159

5" 5'-

STORAGE E1319A

1007

9'-2 3/4"

1007

14'-1 1/4"

" 1/2

POST ADDENDUM SET

E1319A

35'-11 3/8"

OOM 8

'-0 10

13300 WILL CLAYTON PKWY HUMBLE, TX 77346

CLERESTORY ABOVE, RE: 06/A6.31

E1319.2

ATASCOCITA HIGH SCHOOL ADDITIONS AND RENOVATIONS - PACKAGE D

4'-

F.E.C. 1207

REVISIONS

No. 8

COUN

LEV PLA A

5'-2" 8 5/8"

Sim

27'-10 1/4"

E2307.1

1'-6"

21/A4.10

1'-6"

Sim

4'-4 5/8"

ALL PARTITION TYPES TO BE S3 UNLESS NOTED OTHERWISE.

F.E.C. A7.08

E2307.2

21'-2"

06 A4.10

10'-5 1/4" OPEN TO BELOW

CLIENT

21/A4.10

HUMBLE ISD

M25

PROJECT NUMBER

OPEN TO BELOW 04

1059

1962 2019/12/06

4'-4 5/8"

A6.26

REVISIONS

M25

No. 1 8

DF DG

REVISIONS

A6.26 S3 06

M6A

DF DG

GYM D1402

11007

A7.07

A7.06 S3

GYM D1402

M6A

11007 06

DATE POST ADDENDUM SET

A7.08

Date 10/11/2019 11/18/2019

A7.06

Description ADD#01 COUNTY COMMENTS

A7.06

Architect

CORRIDOR E2301 06

A7.06

A7.08

S3B

Floor Plan - Level 2 - Classroom Addition

BOYS E2304

D2301.1

8'-10 3/4"

Sim

8'-10 3/4"

1'-6"

27'-7"

A10.43

1059

1/8" = 1'-0"

ALL PARTITION TYPES TO BE S3 DA DB DC UNLESS NOTED OTHERWISE.

06 LEVEL 2 - FLOOR PLAN - AREA E

06 A4.10

A7.05

1'-6"

A7.05

2'-3 1/8"

29'-6 3/4"

DA 01

TRUE

2220

DATE

18/A11.07

29'-6 3/4" 02

E2302.1

E2307B

PHARMACY STORAGE E2307A

10'-5 1'-6" 1/4"

A7.05

18/A11.07

PLAN

E2305

E2307A

9'-1 5/8"

Sim

NORTH: Other

FD S3B

10'-0 1/2"

E2307.3

A7.05

PHARMACY STORAGE E2307A

A7.05

12/6/2019 8:57:04 AM

CORRIDOR E2301 06

5'-10 7/8"

17'-4 1/4" 01 E2307B

M25 9'-6 1/2"

E2304

PHARMACY LAB E2307

A7.08

14'-3 5/8"

E2307A

9'-1 5/8"

14'-3 5/8"

E2307.3

3'-9 1/4"

1159

1'-6"

17'-4 1/4"

E2307.3

F.E.C. E2307.1

S3B

BOYS E2304

GIRLS E2305

A10.43

Sim

A7.05

E2307.2

E13

10'-4 3/4"

6'-7 1/8"

KEY PLAN

E2308

1158

4'-0"

13'-0 7/8"

E2307.1

A7.05

DRAWN BY:

E2302.1

10/A4.04

1007 1007

10'-3 1/8"

Sim

2220

E2304

E2307.2

27'-7"

5'-10 7/8"

40'-4"

13'-0 7/8"

PHARMACY LAB E2307

8'-6"

1158

29'-8 1/2"

KEY P

FEC

S3B

CLASSROOM E2308 E2305

1207

8'-4"

E12

27'-6 1/4" Sim

01 A7.05

10'-3 1/8"

E11

E2308

GIRLS 1207

M25 E2305 9'-61159 1/2" 2'-3 1/8"

10'-0 1/2"

A PBK COMPANY

6'-1 1/2" 1'-5 5/8"

1159

5'-4 3/4"

A6.31

6'-10 5/8"

01 A7.05

3'-9 1/4"

E2309

6'-7 1/8"

Sim

6'-1 1/2" 1'-5 5/8"

6'-6 1/4"

8'-4" 26'-8"

29'-8 1/2"

DESCRIPTION

10 11 00_MARKERBOARD AND TACKBOARD 11 52 13_PROJECTION SCREENS 11 52 13_PROJECTOR MOUNT 12 35 00_EDUCATIONAL CASEWORK 22 40 00_MOP SINK, REFER TO PLUMBING 22 40 00_ELECTRIC DRINKING FOUNTAIN WITH BOTTLE FILLER, REFER TO PLUMBING 11 66 43_SCOREBOARD FEC_SEMI-RECESSED FIRE EXTINGUISHER CABINET TA-8_SHELF WITH MOP AND BROOM HOLDERS AND HOOKS, TYPICAL

E NG INE E RS

Houston, TX 77046 713-940-3201 P

1'-11"

8'-4"

19'-10 1/2"

1 A6.06

E2307.2

1158

19'-8 7/8" 20'-6"

71'-11 3/4"

E10

A7.05

8'-4"

1207

7'-7"

PBK Architects, Inc.

2209

21'-2"

Sim

E9.9

10'-4 3/4"

19'-8 7/8" 124'-2 1/8" 19'-9 1/4"

F.E.C. 14'-6 3/4" E2307.1

ARCHITECT

9'-2 1/2" TA-8

E2308 E2312

CUST E2309

28'-4 3/4"

10/A4.04

1007

E2313

8'-4"

12'-1 1/4"

CLASSROOM E2311

DESCRIPTION

10 11 00_MARKERBOARD AND TACKBOARD PBK.com HOUSTON 11 Greenway Plaza, 22nd Floor 11 52 13_PROJECTION SCREENS Houston, TX 77046 713-965-0608 P 11 52 13_PROJECTOR MOUNT 713-961-4571 F TX Firm: F-1608 12 35 00_EDUCATIONAL CASEWORK NAME CIVIL 20445 State Hwy 249 Suite 380 Pacheco Koch 22 40 00_MOP SINK, REFER TO PLUMBING Houston, TX 77070 281-883-0103 P STRUCTURE NAME 9800 Richmond Ave #460 22 40 00_ELECTRIC DRINKING FOUNTAIN WITH BOTTLE FILLER, REFER TO PLUMBING Houston, Texas 77042 DALLY + 713.337.8881 P 000-000-0000 F ASSOCIATES 11 66 43_SCOREBOARD MEPT 11 Greenway Plaza, Suite 1510 Houston, TX 77046 LEAF FEC_SEMI-RECESSED FIRE EXTINGUISHER CABINET 713-940-3300 P 713-961-4571 F TX Firm: F-18672 BUILDING ENVELOPE 11 Greenway Plaza NAME TA-8_SHELF WITH MOP AND BROOM HOLDERS AND HOOKS, TYPICAL 22nd Floor BEAM

M25

E2310

1'-11"

19'-8 7/8"

28'-2 1/4"

1007

E2314

1159

1007

CLASSROOM E2312

28'-4"

25/A5.04

ELEC E2310

1207

40'-4"

CHECKED BY:

8'-4"

CLASSROOM E2313

1'-3 3/4"

A7.05

26'-2 1/4"

1159

1158

8'-4"

17'-0 3/4" 1'-6" 4'-5 5/8"

CLASSROOM 1007 E2308 1007

1158

FEC

1207

22'-11 7/8"

10"

30'-4 3/8"

13'-0 7/8"

2'-0"

4'-10 7/8"

1207

Sim

1159 E2308

CLASSROOM E2314

1159

1007

1158

13'-0 7/8"

32'-7"

5'-4 3/4"

1007

01/A5.04

E2311

1007

Sim

03 A7.08

23'-2 7/8"

6'-6 1/4"

1159 1158

A7.05

E2312

1159

1207

8'-4"

26'-8"

E2313

8'-6"

8'-4"

Sim

22'-11 7/8"

26'-1"

1007

CLASSROOM E2315

02/A5.04

1207

1158

1007

14'-6 3/4"

1207

E2323

06/A11.07

23'-2 7/8"

24'-8 7/8"

15'-5 7/8"

20'-6"

8'-4"

1007

E2322

FEC

1007

1007 1158 1159 1207 2209 2220 11007 FEC TA-8

20/A5.04

2209

TA-8

E2321

E2314

1158 E2315

19'-8 7/8"

5'-6 3/4"

E2312

1158

5'-2" 8 5/8"

6'-10 5/8"

CORRIDOR E2302

E2316

E2315.1

C:\Users\earteaga\Documents\A19_0744_Atascacita_earteaga.rvt

2'-9"

1158

KEYNOTE LEGEND

KEYNOTE LEGEND NUMBER

31'-7 7/8"

1007

F.E.C.

M25

E2323.1

MECHANICAL E2323

A6.31 1207

9'-2 1/2"

1158

1007

E2315.2

28'-4 3/4"

1007

1158

1159

CLASSROOM E2316

E2309

28'-8 3/4"

19'-10 1/2"

1007

1207

28'-4 3/4"

8'-4"

28'-2 1/4"

CUST E2309

1159 1007

1007

29'-4 3/4"

IDF E2323B

M25

E2310

F.E.C.

7'-4 7/8"

18/A5.04

CLASSROOM E2322

CLASSROOM E2311

1159

24/A5.04

8'-4"

21'-10 7/8"

1207

07/A5.04

4'-4"

1159

E2302.3

3'-1 1/8"

E2322

CLASSROOM E2321

27'-6 1/4"

26'-1"

15'-5 7/8"

12'-7 1/4"

8'-4"

76'-10 7/8" 11'-9 3/4"

E2316

8'-4"

1'-6"

CLASSROOM E2317 E2312

E2321

02 A7.06

135°

1'-3 3/4"

Sim

1007

E2320

CLASSROOM E2320

1159

1007

32'-9 5/8"

A7.05

1159

M25

25/A5.04

ELEC E2310

1207

E2320

1007

A7.05

1207

GENERAL NOTES

1007 1158 1159 1207 2209 2220 11007 FEC TA-8

E2325

13/A5.04

A7.05 675

E2302.2

CLASSROOM E2317 1007

1007

Sim

1158

2'-0" TYP

CORRIDOR E2302

01/A5.04

05/A4.11

1007

1158

E2313

7'-7"

1007

0" 2'-

-8 7/8" 1/8"

A.13

1007

E2317

Sim

1159

NO SCOPE OF WORK IN THIS AREA

A7.08

OPEN TO BELOW

E2311

1207

28'-4"

E1321.3

A7.05

CLASSROOM

71'-11 3/4"

E2312

E5 E2313

20/A5.04 DN

4'-0"

5'-2"

4'-5 5/8" 1'-6" 13'-10 1/8"

8'-4"

EM EM.1

E2324

02/A5.04

1158

5'-3 5/8"

NUMBER

A10.43

4'-11 1/4"

1207

A7.05

F.9

E2323

32'-8 1/2" A7.05 27'-6 1/2"

5'-2"

31'-7 7/8"

E2322

06/A11.07

EJ.3

M25

E2321

E1.8 E2 1007

EJ EJ.1

1158

04/A0.13

E2313

EG.9 EH

2'-9"

06/A5.04

MECHANICAL

EG E2323EG.1

EF.1

1007

1007 1158

1207

28'-8 3/4"

E1 E1.1

ATASCOCITA HIGH SCHOOL AD

28'-4 3/4"

ED.1

POST ADDENDUM SET

13300 WILL CLAYTON PKWY HUMBLE, TX 77346

1007

M25

E2323.1

° 135

EA EB

1207

F.E.C.

27'-10 1/4"

CLASSROOM E2322 1159

1159 1007

FEC

IDF E2323B

E2322

CLASSROOM E2321

ATASCOCITA HIGH SCHOOL ADDITIONS AND RENOVATIONS - PACKAGE D

E2321

LEVEL 2 - FLOOR PLAN - AREA E ATASCOCITA

A2.12

No. 1 8

ADD# COUN

LEV PLA A

GENERAL GENERAL CEILING CEILING PLAN NOTES PLAN NOTES

1059

KEYNOTE LEGEND

2'-7 1/4" 2'-10 1/2"

BOILER ROOM Sim D1404C Sim 10

R.R. E1316B

CLASSROOM E1314

9'-0" 9'-0"

A10.43

15 A10.43 675

A10.43

4'-2"

4'-2"3'-0"

4'-2" 4'-2"

9'-0"

3'-0"4'-2"

3'-0" 4'-2"

5'-0" 3'-0"

5'-0"

9'-0"

R.R. E1316A

CLASSROOM E1318

R.R. E1316B

Sim

A10.43 20

A10.43

9'-0"

CLASSROOM E1318

9'-0"

STORAGE E1319A

9'-0"

3'-10"

1059

6'-0 3/8"

STORAGEEQ E1319A

9'-0"

CLASSROOM E1314

CISCO LAB E1319

2' x 2' TROFFER LIGHT 3'-10" 3'-10"

IDF E1317

6'-0 3/8"

3'-10"

IDF E1317

9'-0"

NO SCOPE NO SCOPE OF WORK OF WORK THIS AREA IN THISINAREA

0' - 0 1/4" / 1' - 0"

9'-0"

9'-0" EQ

CLASSROOM E1312

CLASSROOM E1311

CLASSROOM E1310

CLASSROOM E1309

9'-0"

A6.06

9'-0"

NORTH:

3'-3"

MECH. E1305B

8'-0"

ROBOTICS STORAGE E1305A

9' - 6" A.F.F.

3'-0"

8'-0"

4'-6"

A7.07

1 RCP LEVEL - AREA 1 RCP E - AREA E 06 LEVEL06

3'-0"

RCP LEGEND

1059

02 A7.05

Architect

PLAN

TRU

GYPSUM BOARD CEILING GYPSUM BOARD CEILING ACT-1, 2' X 2' CEILING GRID

CLIENT

EXTERIOR PLASTER EXTERIOR PLASTER

GYPSUM BOARD CEILING TECTUM ROOF DECKTECTUM ROOF DECK

HUMBLE ISD 1962 DATE 2019/12/06

DATE REVISIONS 7

LOBBY D1301

CLIENT

HUMBLE ISD

PROJECT NUMBER PROJECT NUMBER

No. ADD#07

1962 2019/12/06

REVISIONS

Description No. 7

ADD#07

Description Date 11/05/2019

11/05/2

2' x 4' TROFFER LIGHT2' x 4' TROFFER LIGHT

EXTERIOR PLASTER

2' x 2' TROFFER LIGHT2' x 2' TROFFER LIGHT

POST ADDENDUM POST SETADDENDUM SET

1' 5" x 1' -2.5" EXTERIOR 1' 5"WALL x 1' -2.5" PACK EXTERIOR WALL PACK TECTUM ROOF DECK

A7.05

Other

3'-3 3/8"

3'-3 3/8" EQ

4'-5"

IDF E1303

MATCHLINE MATCHLINE SEE 06 / A10.14 SEE 06 / A10.14

10' - 0" A.F.F.

9'-0"

Reflected Ceiling Plan - Level 1 - Classroom Addition A7.07

12'-0"

4'-5" 8'-2 3/8"

LOBBY D1301

4'-6"

3'-0" 3'-0"

IDF E1303

RCP LEGEND RCP LEGEND

9'-0"

STORAGE D1404

12/6/2019 9:02:50 AM

BOILER ROOM D1404C

6'-10 1/4"

ELEC. D1404B

4'-9"

FIRE RISER D1405

8'-2 3/8" 4'-5" 9'-0"

MECH. E1305B

A10.43

4'-5" 9'-0"

A7.08

ROBOTICS E1304

EQ EQ 8'-0"

8'-0"

NORTH: TRUE

ACT-1, 2' X 2' CEILINGACT-1, GRID 2' X 2' CEILING GRID

9'-0"

3'-9 5/8"1'-9 5/8"

ROBOTICS E1304

Sim

PLAN

Other

9'-0"

4'-9"

KEY P

KEY PLAN KEY PLAN

CLASSROOM E1306

21'-4" CB

DRAWN BY:

9'-4 7/8"

POST

ROBOTICS STORAGE E1305A

9'-0"

1/8" = 1'-0"

ADD#07

CUST E1307

12'-0"

1/8" = 1'-0"

LEVEL PLAN ATA

4'-2"

CUST E1307

9'-0"

A7.07

3'-3"

9'-0"

CLASSROOM E1306

8" CYLINDRICAL PENDANT

8'-0"

9'-0"

MATCHLINE MATCHLINE SEE 06 / A10.14 SEE 06 / A10.14

REVISIONS

4'-2"

CLASSROOM E1311

ELEC E1308

6'-2 1/8"

4'-2" 6'-2 1/8"

ELEC E1308

DRAWN BY:

48" DOWNLIGHT STRIP LIGHT

E NG

DATE

No.

21'-4"

CLASSROOM E1313

9'-0"

C:\Users\earteaga\Documents\A19_0744_Atascacita_earteaga.rvt

1' 5" x 1' -2.5" EXTERIOR WALL PACK

A PBK COMPANY

9'-0"

LEAF

8" RECESSED CAN LIGHT

A7.06

12/6/2019 9:02:50 AM

DESCRIPTION

INTERIOR 675 PERGOLA. REFER INTERIOR TO PERGOLA. DETAIL 12 REFER & 22/A10.43 TO DETAIL 12 & 22/A10.43 10 1059 73 13_ALUMINUM CANOPY 10 73 13_ALUMINUM CANOPY

TECTUM ROOF DECK

9'-0"

CLASSROOM E1313

CHECKED BY:

675 1059

DESCRIPTION

2' x 4' TROFFER LIGHT CISCO LAB E1319

9'-0"

NUMBER

9'-0"

GYM D1402

KEYNOTE LEGEND KEYNOTE LEGEND NUMBER

Sim

A10.43

28'-7 1/2"

CHECKED BY:

EXTERIOR PLASTER 10

EQ 9'-0"

/2"

9'-0"

10' - 0" A.F.F.

9'-0"

/2"

NO SCOPE OF WORK IN THIS AREA

675

3'-0" 9'-0"

0" 9'-0" 3'-

4'-

3'-0"

A10.43

15 12 A10.43

21'-4"

9'-0"

9'-0" EQ

E1316A

EQ 3'-0"

9'-0"

8'-0"

A7.07 R.R.

A7.07

9'-0"

FLEX12SPACE E1316 A10.43

MEPT 11 Greenway Plaza, Suite 1510 11 Greenway Plaza, Suite 1510 Houston, TX 77046 Houston, TX 77046 EP N G I713-961-4571 NE E RS 713-940-3300 P 713-961-4571713-940-3300 F F TX Firm: F-18672 TX Firm: F-18672 BUILDING ENVELOPE 11 Greenway BUILDING NAME PlazaENVELOPE 11 Greenway Plaza 22nd Floor 22nd Floor BEAM Houston, TX 77046 Houston, TX 77046 713-940-3201 P 713-940-3201 P

GYPSUM BOARD CEILING

EQ 4'-

0" 3'-

4'-6"

11'-0"

E1316

8'-0"

11'-0"

CLASSROOM E1315

9'-0"

STORAGE D1404 FLEX SPACE 9'-7 7/8"

9'-0"

A10.43

MEPT

LOBBY E1321

13'-1 1/4"

9'-7 7/8"

21'-4"

4'-6"

13'-1 1/4"

8'-0"

A7.07

GYP BD UNDER STAIRS GYP BD UNDER STAIRS

EQ EQ

4'-9"

LOBBY E1321

EQ EQ

05 A7.05

A10.43

CLASSROOM 03 E1315

EQ EQ

13'-9 1/8"

9'-4 7/8" 4'-9"

2'-9 1/8"

ELEC. D1404B

6'-10 1/4"

FIRE RISER D1405

05 A7.05

4'-10 3/4" 9' - 6" A.F.F.

1059

2'-9 1/8"

2'-10 1/2"

PANEL FIRE RATINGSPANEL SHALLFIRE MATCH RATINGS CEILING SHALL ASSEMBLY MATCHFIRE CEILING RATINGS. ASSEMBLY FIRE RATINGS. 8. REFER TO WALL SECTIONS 8. REFERFOR TO WALL WALL-CEILING SECTIONSINTERFACE FOR WALL-CEILING INTERFACE 9. RE: MEP FOR ADJUSTMENTS 9. RE: MEP TO FOR LIGHT ADJUSTMENTS FIXTURE SPACING. TO LIGHT FIXTURE SPACING. 10. PATCH AND REPAIR 10. AT PATCH DEMO AND WALLS. REPAIR AT DEMO WALLS. 11. RE: MEP FOR ADJUSTMENTS 11. RE: MEP TO FOR LIGHT ADJUSTMENTS FIXTURE SPACIN. TO LIGHT FIXTURE SPACIN. 12. MODIFY2' ALLXEXISTING 12. MODIFY CEILING ALL TILES EXISTING AND GRIDS CEILING AT TILES NEW OR AND MODIFIED GRIDS ATWALL NEWLOCATIONS OR MODIFIED ASWALL LOCATIONS AS ACT-1, 2' CEILING GRID REQUIRED. REQUIRED. 13. PROVIDE NEW CEILING 13. PROVIDE GRID FOR NEWROOMS CEILING WITH GRID WALL FORAND ROOMS CEILING WITHMODIFICATIONS. WALL AND CEILING MODIFICATIONS. UNLESS 9-0" A.F.F. OTHERWISE. UNLESS NOTED OTHERWISE. 14. ALL CELING HEIGHTS 14. ALL ARECELING A 9-0" A.F.F. HEIGHTS ARE ANOTED 15. EXPOSED CEILING15.TOEXPOSED BE CLEANED CEILING ANDTO PREPPED BE CLEANED BEFORE ANDPAINTING. PREPPED BEFORE PAINTING.

EQ EQ

A10.43 19'-6"

19'-6"

Legend

Sim

A7.07

A7.08 EQ 19'-6"

11'-0 1/8"

RCP LEGEND

5'0"

13300 WILL CLAYTON PKWY HUMBLE, TX 77346

5'0"

ARCHITECT PBK Architects, Inc. PBK Architects,

PBK.com PBK HOUSTON HOUSTON BE CENTERED WITHIN BECEILING CENTERED TILESWITHIN U.N.O.CEILING TILES U.N.O. 10 73 13_ALUMINUM CANOPY 11 Greenway Plaza, 22nd 11 Greenway Floor Plaza, 22nd Floor 4. ONLY CEILING MOUNTED 4. ONLYFIXTURES CEILING MOUNTED AND EQUIP. FIXTURES IS SHOWN AND ONEQUIP. ARCH. IS CEILING SHOWNPLANS. ON ARCH. REFER CEILING TO PLANS. REFER TO Houston, TX 77046 Houston, TX 77046 INTERIOR ELEVATIONS INTERIOR FOR WALL ELEVATIONS MOUNTEDFOR FIXTURES. WALL MOUNTED REFER TOFIXTURES. MEPT DOCUMENTS REFER TOFOR MEPT DOCUMENTS FOR 713-965-0608 P 713-965-0608 P ADDITIONAL INFORMATION ADDITIONAL CONCERNING INFORMATION CEILING CONCERNING MOUNTED FIXTURES CEILING MOUNTED AND OR WALL FIXTURES MOUNTED AND OR WALL MOUNTED 713-961-4571 F 713-961-4571 F FIXTURES. FIXTURES. TX Firm: F-1608 TX Firm: F-1608 5. CEILING MOUNTED 5. LIGHT CEILING FIXTURES MOUNTED ARELIGHT SHOWN FIXTURES FOR LOCATION ARE SHOWN PURPOSES FOR LOCATION ONLY. COORD. PURPOSES WITHONLY. COORD. WITH N CIVIL ELEC. DOCUMENTS FOR ELEC. LIGHT DOCUMENTS FIXTURE DESIGNATIONS. FOR LIGHT FIXTURE DESIGNATIONS. 20445 CIVIL State Hwy 249 20445 StateNAME Hwy 249 Suite 380 Suite 380 Pacheco Koch Pacheco 6. CEILING MOUNTED 6. LIGHT CEILING FIXTURES MOUNTED WITHIN LIGHT FIRE FIXTURES RATED CEILING WITHIN FIRE ASSEMBLIES RATED CEILING SHALL HAVE ASSEMBLIES LIGHT SHALL HAVE LIGHT Houston, TX 77070 Houston, TX 77070 281-883-0103 P 281-883-0103 P FIXTURE PROTECTION FIXTURE AND BEPROTECTION TENTED OR OTHERWISE AND BE TENTED FIREOR RATED OTHERWISE TO MATCH FIRE CEILING RATED TO MATCH CEILING STRUCTURE STRUCTURE NAME N 9800 Richmond Ave #460 9800 Richmond Ave #460 ASSEMBLY FIRE RATING. ASSEMBLY FIRE RATING. Houston, Texas 77042 Houston, Texas 77042 DALLY + DA 7. VERIFY LOCATIONS 7. OF VERIFY ALL CEILING LOCATIONS ACCESS OF ALL PANELS CEILING WITH ACCESS MEPT DOCUMENTS. PANELS WITH MEPT COORD. DOCUMENTS. COORD. 713.337.8881 P 000-000-0000713.337.8881 F P 000-000-0000 F ASSOCIATES ASSOCI LOCATIONS OF CEILING LOCATIONS ACCESS OF PANELS CEILING WITH ACCESS ARCH. PANELS PRIOR TO WITH INSTALLATION. ARCH. PRIORCEILING TO INSTALLATION. ACCESS CEILING ACCESS

POST ADDENDUM SET

EQ EQ

1059

3'-4 3/4"

ATASCOCITA HIGH SCHOOL ADDITIONS 13300 WILL RENOVATIONS CLAYTON PKWY AND - PACKAGE D HUMBLE, TX 77346

EQ21'-4"

A7.06

05 A7.08

1. REFER TO AND COORD. 1. REFER WITHTOROOM AND COORD. FINISH SCHEDULES WITH ROOMFOR FINISH SPECIFIC SCHEDULES CEILING FOR TYPES. SPECIFIC CEILING TYPES. 2. ALL SCHEDULED CEILING 2. ALL SCHEDULED HEIGHTS ARE CEILING FROM THE HEIGHTS MAINARE FLOOR FROM LEVEL THEWITHIN MAIN FLOOR THE ROOM LEVELAND WITHIN OR THE ROOM AND OR DESCRIPTION SPACE, AND ARE NOTSPACE, FROM AND AN ELEVATED ARE NOT FROM FLOORAN LEVEL, ELEVATED AND ARE FLOOR NOT LEVEL, FROM AND A RECESSED ARE NOT FROM A RECESSED FLOOR LEVEL. FLOOR LEVEL. ARCHITECT 3. NO FIRE SPRINKLER 3. HEADS NO FIREARE SPRINKLER SHOWN ON HEADS ARCH. ARE CEILING SHOWNPLANS. ON ARCH. ALL CEILING SPRINKLER PLANS. HEADS ALLSHALL SPRINKLER HEADS SHALL

NUMBER

LOBBY D1301

POST ADDENDUM SET

A7.05

ATASCOCITA HIGH SCHOOL ADDITIONS AND RENOVATIONS - PACKAGE D

ATASCOCITA HIGH SCHOOL ADDITIONS

MATCHLINE SEE 06 / A10.15

2'-8 3/4"

06 A7.06

48" DOWNLIGHT STRIP 48"LIGHT DOWNLIGHT STRIP LIGHT

DATE

LEVEL 1LEVEL - CEILING 1 - CEILING REVISIONS PLAN - AREA PLAN E- AREA - No. E ATASCOCITA ATASCOCITA 7 ADD#

8" RECESSED CAN LIGHT 8" RECESSED CAN LIGHT

2' x 4' TROFFER LIGHT

8" CYLINDRICAL PENDANT 8" CYLINDRICAL PENDANT

2' x 2' TROFFER LIGHT

A10.15 A10.15

GENERAL CEILING PLAN NOTES

1059

KEYNOTE LEGEND

RCP LEGEND 13'-9 1/8"

9'-4 7/8"

Legend

19'-6"

6'-10 1/4"

21'-4"

BOILER ROOM 14'-1 5/8" Sim D1404C

STORAGE D1404

24'-7 3/4"

EXTERIOR PLASTER

24'-6 1/4"

8'-11 7/8"

4'-6"

NO SCOPE OF WORK IN THIS AREA

10' - 0" A.F.F.

KEYNOTE LEGEND

NUMBER

DESCRIPTION

A10.43

9'-0"

TECTUM ROOF DECK

03 CLASSROOM

01 A7.07 CLASSROOM

E2317 A7.07

CLASSROOM

CLASSROOM E2321

E2320

IDF E2323B

04 A7.07

8'-0"

2' x 4' TROFFER LIGHT

EQ E2322

9'-0"

1059

9'-0"

2' x 2' TROFFER LIGHT

MECHANICAL E2323

1' 5" x 1' -2.5" EXTERIOR WALL PACK

9'-0"

21'-4" CLASSROOM E2316

0' - 0 1/4" / 1' - 0"

PBK Architects, Inc.

HOUSTON 11 Greenway Plaza, 22nd Floor Houston, TX 77046 713-965-0608 P 713-961-4571 F TX Firm: F-1608 CIVIL

48" DOWNLIGHT STRIP LIGHT

NO SCOPE OF WORK IN THIS AREA

0' - 0 1/4" / 1' - 0" EQ

28'-7 1/2"

MEPT

11 Greenway Plaza, Suite 1510 Houston, TX 77046 713-940-3300 P 713-961-4571 F TX Firm: F-18672 BUILDING ENVELOPE 11 Greenway Plaza 22nd Floor Houston, TX 77046 713-940-3201 P

21'-4"

9'-0"

CLASSROOM E2313

CLASSROOM E2312

CLASSROOM E2311

BEAM

ADD#07

POST

LEVEL PLAN ATA

8" RECESSED CAN LIGHT

ELEC E2310

8" CYLINDRICAL PENDANT

CUST E2309

KEY P

9'-0"

A PBK COMPANY

NAME

REVISIONS

E 9'-0"

E NG INE E RS

KEY PLAN

9'-0"

06 A7.06

9'-6"

21'-4"

9'-0"

Sim

A7.08

A10.43

Sim

A10.43

9'-6"

PLAN

TRUE

4'-9 1/8"

GIRLS E2305

RCP LEGEND

Architect

RCP LEGEND

ACT-1, 2' X 2' CEILING GRID

BOYS E2304

9'-6"

4'-4 1/2" GYPSUM BOARD CEILING

CORRIDOR E2301

ACT-1, 2' X 2' CEILING GRID 10'-8 1/4"

PHARMACY LAB E2307

9'-6"

2'-0"

9'-4 7/8"

DRAWN BY:

9'-0"

NORTH: Other

CLASSROOM E2308

5'-11 3/8" 2'-0 1/8" 2'-0 5/8" 5'-11 3/8" 1'-11 1/2"

CHECKED BY:

CLASSROOM E2314

LEAF

DATE

No.

3'-3"

8'-0 1/8"

GYM D1402

NAME

DALLY + ASSOCIATES

000-000-0000 F

3'-3"

9'-0"

CLASSROOM E2315

Pacheco Koch

9800 Richmond Ave #460 Houston, Texas 77042 713.337.8881 P

PBK.com

NAME

20445 State Hwy 249 Suite 380 Houston, TX 77070 281-883-0103 P

STRUCTURE

GYPSUM BOARD CEILING

LOBBY E1321

23' - 6" A.F.F.

A10.43

4'-6"

4'-9"

ELEC. D1404B

ARCHITECT

4'-10 3/4" 9' - 6" A.F.F.

3'-0"

05 A7.05

FIRE RISER D1405

A10.43 19'-6"

A7.15

3'-0"

4'-9"

ACT-1,

Sim

A7.07 06 2'-1 3/4"

11'-0 1/8" EQ

01 A7.08 19'-6"

2'-1 3/4"

EQ EQ

3'-4 3/4"

2'-7 1/4"

A7.08

1059

1. REFER TO AND COORD. WITH ROOM FINISH SCHEDULES FOR SPECIFIC CEILING TYPES. 2. ALL SCHEDULED CEILING HEIGHTS ARE FROM THE MAIN FLOOR LEVEL WITHIN THE ROOM AND OR SPACE, AND ARE NOT FROM AN ELEVATED FLOOR LEVEL, AND ARE NOT FROM A RECESSED DESCRIPTION FLOOR LEVEL. 3. NO FIRE SPRINKLER HEADS ARE SHOWN ON ARCH. CEILING PLANS. ALL SPRINKLER HEADS SHALL BE CENTERED WITHIN CEILING TILES U.N.O. CEILING MOUNTED FIXTURES AND EQUIP. IS SHOWN ON ARCH. CEILING PLANS. REFER TO 104.73ONLY 13_ALUMINUM CANOPY INTERIOR ELEVATIONS FOR WALL MOUNTED FIXTURES. REFER TO MEPT DOCUMENTS FOR ADDITIONAL INFORMATION CONCERNING CEILING MOUNTED FIXTURES AND OR WALL MOUNTED FIXTURES. 5. CEILING MOUNTED LIGHT FIXTURES ARE SHOWN FOR LOCATION PURPOSES ONLY. COORD. WITH ELEC. DOCUMENTS FOR LIGHT FIXTURE DESIGNATIONS. 6. CEILING MOUNTED LIGHT FIXTURES WITHIN FIRE RATED CEILING ASSEMBLIES SHALL HAVE LIGHT FIXTURE PROTECTION AND BE TENTED OR OTHERWISE FIRE RATED TO MATCH CEILING ASSEMBLY FIRE RATING. 7. VERIFY LOCATIONS OF ALL CEILING ACCESS PANELS WITH MEPT DOCUMENTS. COORD. LOCATIONS OF CEILING ACCESS PANELS WITH ARCH. PRIOR TO INSTALLATION. CEILING ACCESS PANEL FIRE RATINGS SHALL MATCH CEILING ASSEMBLY FIRE RATINGS. 8. REFER TO WALL SECTIONS FOR WALL-CEILING INTERFACE 9. RE: MEP FOR ADJUSTMENTS TO LIGHT FIXTURE SPACING. 10. PATCH AND REPAIR AT DEMO WALLS. 11. RE: MEP FOR ADJUSTMENTS TO LIGHT FIXTURE SPACIN. 12. MODIFY ALL EXISTING CEILING TILES AND GRIDS AT NEW OR MODIFIED WALL LOCATIONS AS REQUIRED. 2' X 2' CEILING GRID 13. PROVIDE NEW CEILING GRID FOR ROOMS WITH WALL AND CEILING MODIFICATIONS. 14. ALL CELING HEIGHTS ARE A 9-0" A.F.F. UNLESS NOTED OTHERWISE. 15. EXPOSED CEILING TO BE CLEANED AND PREPPED BEFORE PAINTING.

13300 WILL CLAYTON PKWY HUMBLE, TX 77346

EQ21'-4"

A7.06

NUMBER

LOBBY D1301

POST ADDENDUM SET

A7.05

ATASCOCITA HIGH SCHOOL ADDITIONS AND RENOVATIONS - PACKAGE D

ATASCOCITA HIGH SCHOOL ADDITIONS

MATCHLINE SEE 06 / A10.15

2'-8 3/4"

06 A7.06

06 A10.43

CLIENT

EXTERIOR PLASTER

HUMBLE ISD

GYPSUM BOARD CEILING EQ

A10.43

BOILER ROOM D1404C

6'-10 1/4"

ELEC. D1404B

4'-9"

MATCHLINE SEE 06 / A10.14

4'-6"

8'-0"

STORAGE D1404 4'-6"

4'-6"

PHARMACY STORAGE E2307A

9'-0" EQ

A7.07

06 LEVEL 2 RCP - AREA E 1/8" = 1'-0"

1059

A7.05

10'-0 1/4"

LOBBY D1301

4'-6"

1962 2019/12/06

DATE REVISIONS

No. 10'-8 7/8" 2' x 4' TROFFER LIGHT

1 7

Description ADD#01 ADD#07

Date 10/11/2019 11/05/2019

EXTERIOR PLASTER

10'-4 5/8"

2' x 2' TROFFER LIGHT

MATCHLINE SEE 06 / A10.14

POST ADDENDUM SET 1' 5" x 1' -2.5" EXTERIOR WALL PACK

TECTUM ROOF DECK

48" DOWNLIGHT STRIP LIGHT

8" RECESSED CAN LIGHT

Reflected Ceiling Plan - Level 2 - Classroom Addition A7.07

23'-0"

9'-0"

10' - 0" A.F.F.

10'-0 1/4"

10'-1 1/8"

FIRE RISER D1405

TECTUM ROOF DECK

12'-10 3/8"

9'-0"

21'-6"

9' - 6" A.F.F.

4'-9"

12/6/2019 9:02:55 AM

C:\Users\earteaga\Documents\A19_0744_Atascacita_earteaga.rvt

PROJECT NUMBER

2' x 4' TROFFER LIGHT 8" CYLINDRICAL PENDANT

2' x 2' TROFFER LIGHT

DATE LEVEL 2 - CEILING PLAN - AREAREVISIONS ENo. ATASCOCITA 7 ADD#

A10.25

EJ EJ

Keynotes

F.E.C.

A3.11.D

OF EJ

EJ 1

OFEJ

EJ 2

A3.11.D

10'-0"

A3.11.D EJ

12 EJ

72'-0"

A3.11.D

7 EJ EJ

EJ EJ

7 12 EJ

2 A3.11.D

A3.11.D EJ

A3.11.D

EJ OF

7 EJ

A3.11.D

EJ FS

CHECKED BY:

A3.11.D EJ

A3.11.D

EJ OF

2 A3.11.D

F.E.C.

2 OF

F.E.C.

DRAWN BY:

EJ EJ

A3.11.D

A3.11.D EJ EJ

Roof Plan - Classroom Addition 06 ROOF PLAN - AREA E - ATASCOCITA 1/8" = 1'-0"

F.E.C.

EJ EJ

A3.11.D

NOTE: ALL ROOFING WORK SHALL OCCUR IN SUCH A MANNER AS NOT TO VOID ANY EXISTING ROOF WARRANTIES. CONTRACTOR TO CONTACT ROOFING MANUFACTURER PRIOR TO COMMENCING THE WORK. NO EXCEPTIONS.

12/6/2019 8:57:37 AM

C:\Users\earteaga\Documents\A19_0744_Atascacita_earteaga.rvt

NOTE: CONTRACTOR TO VERIFY MEP DRAWINGS FOR LOCATION, SIZE AND NOTES FOR ALL NEW MEP ROOFTOP EQUIPMENT, PIPELINES AND DUCTWORK.

A3.11.D

1 2

MATCHLINE SEE 06 / A3.08

OF EJ

ARCHITE

STRUCTURE

NAME

Pacheco Koch NAME

9800 Richmond Ave #460 Houston, Texas 77042

713.337.8881 P

DALLY +

000-000-0000 F

11 Greenway Plaza, Suite 1510 Houston, TX 77046 713-940-3300 P 713-961-4571 F TX Firm: F-18672 BUILDING ENVELOPE 11 Greenway Plaza 22nd Floor Houston, TX 77046 713-940-3201 P

E NG INE E RS A PBK COMPANY

NAME

ALUMINUM CANOPY FLASHING - RE: 19/A3.11.D (RE: SPECS) ROOFING KEYNOTES 1/4" = 1'-0" AT NEW EXPANSION JOINT, STRIP NEW FLASHING INTO EXISTING ROOF PER MANUFACTURER REQUIREMENTS AS TO NOT VOID EXISTING 1. CONTRACTOR SHALL VISIT SITE TO ASCERTAIN EXACT EXISTING CONDITIONS AND COMPONENTS RELATED TO THE WORK DESCRIBED BY THESE DOCUMENTS. AFTER AWARD OF WARRANTY. THE CONTRACT, CHANGE ORDER REQUEST FOR ADDITIONAL MONEY SHALL NOT BE APPROVED SKYROOF - RE: 26/A3.11.D (RE: SPECS)

ROOF PLAN - AREA E - ATASCOCITA

TURBINE VENT

PB PIPE BOX

DOWNSPOUT WALL LADDER SWING LADDER

ROOF DETAILS 1 1/2" = 1'-0"

2 OF

WATER LINE

ELEC. LINE

GAS LINE

STRUCTU

BUILDING

CONDENSATE LINE

CIVIL

MEPT

13. PROVIDE WALKWAY PROTECTION PADS AS SPECIFIED AROUND ALL ROOF HATCHES,NORTH: HVAC PLAN TRUE ROOFTOP UNITS, DOORS THAT OPEN ONTO ROOF AND AT TOP AND BOTTOM OF ALL ROOF TOP Other ACCESS LOCATIONS. 1 1/2" = 1'-0" 14. ISOLATE ALL HEAT PIPES / FLUES AS DETAILED AND RECOMMENDED AND OUTLINED IN THE NRCA MANUAL FOR HOT STACK FLASHING AND AS DETAILED. 15. ALL OUTSIDE AIR INTAKES SHALL BE COVERED TO ELIMINATE ODORS AND FUMES FROM ENTERING INTO THE BUILDING DURING CONSTRUCTION WORK. 16. AFTER SUBSTANTIAL COMPLETION, THE GENERAL CONTRACTOR SHALL EXAMINE AND CLEAN NEW DRAIN LINES AND NEW AND EXISTING (AS APPLICABLE) GUTTERS OF DEBRIS AND BLOCKAGE, FLUSH WITH WATER TO ENSURE THAT DRAINS AND GUTTERS FLOW FREELY. 17. OWNER WILL VERIFY PROPER OPERATION OF ALL ROOF TOP EQUIPMENT BEFORE AND AFTER THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL INOPERABLE EQUIPMENT PRIOR TO RELEASE OF RETAINAGE. Architect 18. PRIOR TO COMMENCEMENT OF WORK, COORDINATE WALK OF ENTIRE ROOF WITH ROOFING MANUFACTURER'S TECHNICAL REPRESENTATIVE TO IDENTIFY AND LOCATE ALL AREAS OF HIGH SLOPE OR OTHER CONDITIONS WHICH MIGHT REQUIRE SPECIAL PROCEDURES FOR SYSTEM ATTACHMENT. 19. REFER TO MEP DRAWINGS FOR SIZE AND LOCATION OF DECK PENETRATIONS AND ROOF TOP EQUIPMENT. 20. REFER TO GENERAL DETAILS FOR TYPICAL ROOF DRAIN AND OVERFLOW DRAIN DETAILS. 21. GENERAL CONTRACTOR TO ENSURE ALL ROOFTOP PENETRATIONS (SOIL STACKS, VENTS, ETC.) ARE INSTALLED MIN. 4'-0" FROM OTHER DECK PENETRATIONS, RISE WALLS, AND ROOF EDGE.GENERAL MECHANICALNOTES EQUIPMENT TO BE LOCATED 10'-0" FROM PERIMETER EDGE AND NO (EXISTING ANDMIN. NEW) CLOSER 1/4"THAN = 1'-0"4'-0" FROM RISE WALLS, OR ANY OTHER ROOF PENETRATION. EXHAUSTTYPICAL AND SUPPLY UNLESS FAN CLIENT GOOSE NECK PLUMBING VENT 22. LOCATE PERIMETER DRAINS MAX. 6'-0" FROM EDGE SHOWN OTHERWISE. ON SINGLE CURB HUMBLE ISD (GENERAL CONTRACTOR VENT TO COORDINATE WITH RIDGE ROOFING AND PLUMBING CONTRACTOR.) LINE V FLANGE VENT PROJECT NUMBER AC FLASHING CURB MOUNTEDMIN. AC 23. THROUGH WALL BASE HEIGHT 10" AND MAX. HEIGHT 20" FROM FINISH DECK. DO 1962 EXISTING AREA PITCH PAN NOT STEP THROUGH WALL FLASHING CLOSER THAN 5'-0" TO REMAIN -NICFROM CORNERS. DATE 2019/12/06 SPLASH BLOCK NEW ROOF DRAIN 24. GENERAL CONTRACTOR SHALL COORDINATE LOCATION AND ORIENTATION OF ROOF HATCH NEW TAPERED REVISIONS SPLASH PAN INSULATION / CRICKET AND ACCESS LADDER. EXIST. ROOF DRAIN No. Description Date 25.OFGENERAL CONTRACTORA/CSHALL TOP OF STEEL TO TOP OF BLOCKING AND ON POSTSCOORDINATE ALL NEW LT. WT. CONCRETE OVERFLOW DRAINS CRICKET MATERIALS. NO ADDITIONAL SUBSTRATE BOARD DIMENSIONS IN FIELD PRIORINSULATION/ TO ORDERING HATCH WALL DRAIN COMPENSATION WILL BE ROOF GRANTED FOR FAILURE TO COORDINATE THESE DIMENSIONS. ROOF AREA DESIGNATION CURB MOUNTED VENT 26. GENERAL CONTRACTOR SHALL VERIFY ROOF SLOPES WILL PROPERLY DRAIN AS SHOWN. SKYLIGHTS SL CURB MOUNTED TAPERED INSULATION HATCHING SHOWN IS NOTTAPERED INTENDED TO ILLUSTRATE THE ENTIRE LIMITS LIGHT WEIGHT CONCRETE OF INTAKE TAPERED INSULATION.ANTENNA ROOF AREAS NOT SLOPED BY STRUCTURE SHALL BE SLOPED WITH POST ADDENDUM SET ABANDONED CURB TO BE DESIGNATES EXTENTS OF TAPERED TO ACHIEVE PROPER DRAINAGE. REMOVED / INSULATION PATCHED WORK IDENTIFIED BY SATELLITE 27.A PAINT ALL NEW GAS PIPE. KEYED NOTES ABANDON EQUIP. DISH 28. ALL ROOFING WORKSSHALL OCCUR IN SUCH MANNER DIVIDER AS NOT TO VOID ANY EXISTING ROOF AD A AREA GUY WIRE SCUPPER WARRANTIES. CONTRACTOR TO CONTACTEJROOFING MANUFACTURER PRIOR TO COMMENCING EXPANSION JOINT POWER VENT G GUTTER THE WORK. NO EXCEPTIONS. BOILER VENT

20445 State Hwy 249 Suite 380 Houston, TX 77070 281-883-0103 P

MEPT

HEATER VENT

CIVIL

ROOF DETAILS

EJ EJ

PBK.com

713-961-4571 F TX Firm: F-1608

KEY PLAN

PBK Architects, Inc.

PENETRATIONS AT MECHANICAL SCREEN - RE: 9/A3.11.D (RE: SPECS) ASSOCIATES ALUMINUM CANOPY FLASHING - RE: 19/A3.11.D (RE: SPECS) LEAF CLEARANCE BETWEEN ROOF SURFACE AND BOTTOM OF MECHANICAL 7 AT NEW EXPANSION JOINT, STRIP NEW FLASHING INTO EXISTING ROOF SCREEN TO MEET MANUFACTURER'S REQUIRED FLASHING HEIGHTS. BEAM PER MANUFACTURER REQUIREMENTS AS TO NOT VOID EXISTING WARRANTY. SEAL TOP OF STRUTURE WITH FULLY WELDED CAP AND INSULATE TUBE PREVENT THERMAL BREAK. 8TO SKYROOF - RE: 26/A3.11.D (RE: SPECS) 6

PENETRATIONS AT MECHANICAL SCREEN - RE: 9/A3.11.D (RE: SPECS) CLEARANCE BETWEEN ROOF SURFACE AND BOTTOM OF MECHANICAL SCREENHATCH TO MEET MANUFACTURER'S REQUIRED FLASHING HEIGHTS. ROOF - RE: 24/A3.11.D (RE: SPECS) SEAL TOP OF STRUTURE WITH FULLY WELDED CAP AND INSULATE TUBE TO PREVENT THERMAL BREAK.

1/4" = 1'-0"

A3.11.D

ARCHITECT

ROOFING NOTES KEYNOTES Legend GENERAL (EXISTING AND NEW) 1/4" = 1'-0"

REMOVE BRICK IN SAW-TOOTH FASHION AT NEW TO EXISTING TRANSITION TO TIE BACK UP WALLS TOGETHER PER A3.13.D.

HOUSTON REMOVE BRICK IN SAW-TOOTH FASHION AT NEW TO EXISTING 11 Greenway Plaza, 22nd Floor ROOF HATCH - RE: 24/A3.11.D (RE: SPECS) Houston, TX 77046 TRANSITION TO TIE BACK UP WALLS TOGETHER PER A3.13.D. 713-965-0608 P

IF THE WORK COULD HAVE BEEN ANTICIPATED DURING THE SITE VISIT BY THE CONTRACTOR, ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ACCEPTED MANUFACTURER'S PRINTED INSTRUCTIONS AND WARRANTY REQUIREMENTS. 2. DIMENSIONS, DETAILS, EQUIPMENT SIZE AND LOCATION SHOWN IN THESE CONSTRUCTION DOCUMENTS ARE FOR CONVEYANCE OF DESIGN INTENT ONLY. EXACT SIZE, LOCATION, TYPE OF MATERIAL AND TYPE OF CONSTRUCTION OF EXISTING CONDITIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN AND CONFIRM. 3. INDICATED ROOF HEIGHTS ARE GENERAL IN NATURE. 4. REFER TO NOMENCLATURE FOR TYPE OF ROOF SYSTEM. AREAS ARE MARKED WITH DESIGNATED LETTER ON ROOF PLAN. 5. NOTE THAT THE DETAILS DRAWN ARE GENERIC IN NATURE AND ARE NOT NECESSARILY LOCATED AND KEYED TO THE ROOF PLANS. 6. REMOVE ALL ABANDONED EQUIPMENT IDENTIFIED ON SITE AND AS SHOWN OTHERWISE ON THESE DOCUMENTS. 7. ALL NEW CRICKETS AND TAPERED INSULATION SHALL BE INSTALLED WITH A FINISHED 1/4" PER FOOT MIN. SLOPE. CRICKET THE UP SLOPE SIDE OF ALL SQUARE CURBS AND PROJECTIONS OVER 20' IN WIDTH. 8. WORK TO ANY UTILITY CONDUIT OR PIPE SHALL BE PERFORMED BY SPECIFIC LICENSED EXHAUST AND SUPPLY FAN SUBCONTRACTORS SPECIALIZING IN HVAC, PLUMBING AND ELECTRICAL WORK. PERMITS AND GOOSE NECK VENT INSPECTIONS ARE REQUIRED. AND / OR MODIFY UTILITY CONDUIT OR PIPEEXISTING AS 1. PLUMBING CONTRACTOR SHALLREROUTE VISIT SITE TO ASCERTAIN EXACT CONDITIONS AND CURB ON SINGLE REQUIRED TO BE INSTALLED AS DETAILED. VENT COMPONENTS RELATED TO(COORDINATE THE WORK BY THESE DOCUMENTS. AFTER AWARD OF 9. PROVIDE A "MERCURY" GAS LINE TEST WITHDESCRIBED OWNER AND ARCHITECT FOR FLANGE VENT CHANGE RIDGE LINE WITNESS OF TEST). REPAIR ANY FOUND LEAKS AND RETEST AS REQUIRED. V THE CONTRACT, ORDER REQUEST FOR ADDITIONAL MONEY SHALL NOT BE APPROVED 10. ALL SOIL STACK FLASHING SHALL BE A MIN. 10" ABOVE FINISHED ROOF SURFACE. COUPLE AC CURB MOUNTED AC THE SITE VISIT BY THE CONTRACTOR, IF PVC THEPIPEWORK COULD HAVE BEEN ANTICIPATED DURING ABOVE DECK AND COUPLE CAST IRON PIPE BELOW DECK. EXISTING AREA PITCH PANCONDUITS/ 11. ALL PIPING/ ETC.COMPLETED SHALL BE A MIN. 10" IN ABOVE ROOF SURFACE, NEW. PROVIDE ALL WORK SHALL BE ACCORDANCE WITH ACCEPTED MANUFACTURER'S PRINTED PORTABLE PIPE HANGERS WITH PROTECTION PADS AS SPECIFIED. RAISE PIPING/ CONDUIT/ ETC. TO REMAIN -NIC INSTRUCTIONS AND WARRANTY REQUIREMENTS. AS REQUIRED. MEP CONTRACTORS SHALL PROVIDE SUPPORTS UTILITY LINES. SPLASHFOR BLOCK 12. PROVIDE SHEET METAL HOODED (WITH METAL FACE CLOSURE) CAPS, WOOD CURB, BOX ROOF DRAIN 2. NEW DIMENSIONS, DETAILS, EQUIPMENT SIZE AND LOCATION SHOWN IN THESE CONSTRUCTION COVER AT ALL GAS AND WATER PIPE ROOF PENETRATIONS AS DETAILED. PROVIDE POSITIVE NEWLOCATION, TAPERED TYPE OF SPLASH PAN INTENT ONLY. EXACT SIZE, SLOPE AWAY FROM FACEFOR COVER.CONVEYANCE DOCUMENTS ARE OF DESIGN 13. PROVIDE WALKWAY PROTECTION PADS AS SPECIFIED AROUND ALL ROOF HATCHES, HVAC INSULATION / CRICKETOF EXIST. ROOF DRAIN MATERIAL AND TYPE CONSTRUCTION CONDITIONS ARE THE RESPONSIBILITY ROOFTOP UNITS, DOORS THATOF OPEN ONTO ROOF AND AT TOPOF ANDEXISTING BOTTOM OF ALL ROOF TOP ACCESS LOCATIONS. THE CONTRACTOR TO ASCERTAIN AND CONFIRM. ON POSTS 14. ISOLATE ALL HEAT PIPES / FLUES AS DETAILED ANDA/C RECOMMENDED AND OUTLINED IN THE NEW LT. WT. CONCRETE OF 3. OVERFLOW INDICATED ROOF HEIGHTS ARE GENERAL NRCA MANUAL FOR HOT STACK FLASHING AND AS DETAILED. IN NATURE. DRAINS INSULATION/ CRICKET 15. ALL OUTSIDE AIR INTAKES SHALL BE COVERED TO ELIMINATE ODORS AND FUMES FROM 4. REFER TO NOMENCLATURE FOR TYPE OF ROOF SYSTEM. AREAS ARE MARKED WITH ENTERING INTO THE BUILDING DURING CONSTRUCTION WORK. ROOF HATCH WALL DRAIN 16. AFTER SUBSTANTIAL COMPLETION, THE GENERAL CONTRACTOR SHALL EXAMINE AND CLEAN DESIGNATED LETTER ON ROOF PLAN. NEW DRAIN LINES AND NEW AND EXISTING (AS APPLICABLE) GUTTERS OF DEBRIS AND 5. NOTE THAT THE DRAWN ARE GENERIC NATURE NECESSARILY BLOCKAGE, FLUSH WITHDETAILS WATER TO ENSURE THAT DRAINS AND GUTTERS IN FLOW FREELY. AND ARE NOT ROOF AREA DESIGNATION CURB MOUNTED VENTTO 17. OWNER WILL VERIFY PROPER OPERATION OF ALL ROOF TOP EQUIPMENT BEFORE AND AFTER LOCATED AND KEYED THE ROOF PLANS. THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL INOPERABLE SKYLIGHTS SL 6. REMOVE ALL ABANDONED EQUIPMENT IDENTIFIED ON SITE AND AS SHOWN OTHERWISE ON EQUIPMENT PRIOR TO RELEASE OF RETAINAGE. CURB 18. PRIORMOUNTED TO COMMENCEMENT OF WORK, COORDINATE WALK OF ENTIRE ROOF WITH ROOFING TAPERED LIGHT WEIGHT THESE DOCUMENTS. MANUFACTURER'S TECHNICAL REPRESENTATIVE TO IDENTIFY AND LOCATE ALL AREAS OF HIGH INTAKE CONCRETE 7. ALL NEW CRICKETS AND INSULATION SHALL INSTALLED WITH A FINISHED 1/4" PER SLOPE OR OTHER CONDITIONS WHICHTAPERED MIGHT REQUIRE SPECIAL PROCEDURES FOR BE SYSTEM ANTENNA ATTACHMENT. FOOT MIN. SLOPE. THE UP SLOPE SIDE OF ALL SQUARE CURBS AND PROJECTIONS ABANDONED CURB CRICKET TO 19. REFER TO MEP DRAWINGS FORBE SIZE AND LOCATION OF DECK PENETRATIONS AND ROOF TOP DESIGNATES EXTENTS OF EQUIPMENT. OVER 20' IN/ WIDTH. REMOVED PATCHED 20. REFER TO GENERAL DETAILS FOR TYPICAL ROOF DRAIN AND OVERFLOW DRAIN DETAILS. WORKLICENSED IDENTIFIED BY 8. WORK TOCONTRACTOR ANY UTILITY CONDUIT ORSATELLITE PIPE SHALL BE PERFORMED BY SPECIFIC 21. GENERAL TO ENSURE ALL ROOFTOP PENETRATIONS (SOIL STACKS, VENTS, KEYED NOTES A SUBCONTRACTORS ABANDON EQUIP. ETC.) ARE INSTALLED MIN. 4'-0" FROM OTHER DECK IN PENETRATIONS, RISE WALLS, AND ROOFELECTRICAL WORK. DISH SPECIALIZING HVAC, PLUMBING AND PERMITS AND EDGE. MECHANICAL EQUIPMENT TO BE LOCATED MIN. 10'-0" FROM PERIMETER EDGE AND NO INSPECTIONS REQUIRED. AND / OR MODIFY UTILITY PIPE AS CLOSER THAN 4'-0"ARE FROM RISE WALLS, OR ANYREROUTE ROOF PENETRATION. AREAOR DIVIDER AD CONDUIT GUY WIRE SOTHERSCUPPER 22. LOCATE PERIMETER DRAINS MAX. 6'-0" FROM TYPICAL UNLESS SHOWN OTHERWISE. REQUIRED TO BE INSTALLED AS EDGE DETAILED. (GENERAL CONTRACTOR TO COORDINATE WITH ROOFING AND PLUMBING CONTRACTOR.) 23. THROUGH WALL BASE FLASHING GAS MIN. HEIGHT AND MAX. HEIGHT 20" FROM FINISH DECK. DOEJ 9. POWER PROVIDE A "MERCURY" LINE10"TEST (COORDINATE WITH OWNER ANDEXPANSION ARCHITECTJOINT FOR VENT NOT STEP THROUGH WALL FLASHING CLOSER 5'-0" FROM CORNERS. GTHAN WITNESS TEST).SHALL REPAIR ANY FOUND LEAKS ANDOFRETEST AS REQUIRED. GUTTER 24. GENERAL OF CONTRACTOR COORDINATE LOCATION AND ORIENTATION ROOF HATCH AND ACCESS LADDER. 10.HEATER ALL SOIL STACK FLASHING SHALL BE A MIN. 10" ABOVE FINISHED ROOF CONDENSATE SURFACE. COUPLE LINE VENT 25. GENERAL CONTRACTOR SHALL COORDINATE ALL TOP OF STEEL TO TOP OF BLOCKING AND C DS PVC PIPE ABOVE DECK AND COUPLE CAST IRON PIPE BELOW DECK. SUBSTRATE BOARD DIMENSIONS IN FIELD PRIOR TO ORDERING MATERIALS. NO ADDITIONAL DOWNSPOUT COMPENSATION BE GRANTED FOR FAILURE TO COORDINATE THESE DIMENSIONS. WSURFACE, 11.BOILER ALL PIPING/ CONDUITS/ ETC. SHALL BE A MIN. 10" ABOVE ROOF NEW. PROVIDE VENTWILL WATER E LINE 26. GENERAL CONTRACTOR SHALL VERIFY ROOF SLOPES WILL PROPERLY DRAIN AS SHOWN. PORTABLE PIPE HANGERS WITH PADS SPECIFIED. RAISE PIPING/ CONDUIT/ ETC. TAPERED INSULATION HATCHING SHOWN IS NOTPROTECTION INTENDED TO ILLUSTRATE THEAS ENTIRE LIMITS LADDER OF TAPERED INSULATION. ROOF AREAS NOT SLOPEDWALL BY STRUCTURE SHALL BE SLOPED WITH ELEC. LINE TURBINE VENTMEP AS REQUIRED. CONTRACTORS SHALL PROVIDE SUPPORTSEFOR UTILITY LINES. TAPERED INSULATION TO ACHIEVE PROPER DRAINAGE. PAINT ALL NEW GAS PIPE. 12.27.PROVIDE SHEET METAL HOODED (WITH METAL FACE CLOSURE) CAPS, WOOD CURB, BOX 28. ALLBOX ROOFING WORK SHALL OCCUR IN SUCH A MANNER AS NOT TO VOID ANY EXISTING ROOF G PIPE SWING PB COVER LINE POSITIVE AT ALL GAS AND WATER PIPE ROOFLADDER PENETRATIONS AS DETAILED.GAS PROVIDE WARRANTIES. CONTRACTOR TO CONTACT ROOFING MANUFACTURER PRIOR TO COMMENCING THE WORK. NO EXCEPTIONS. SLOPE AWAY FROM FACE COVER.

EJ OF

A3.11.D EJ

F.E.C.

A3.11.D

NEW OVERFLOW ROOF DRAIN W/ OVERFLOW 2" HIGH EXTRUSION. STRIP NEW OVERFLOW ROOF DRAIN W/ OVERFLOW 2" HIGH EXTRUSION. STRIP INTO EXISTING ROOF AS TO NOT VOID EXISTING WARRANTY. (RE: SPECS) INTO EXISTING ROOF AS TO NOT VOID EXISTING WARRANTY. (RE: SPECS)

EJ OF

A3.11.D

72'-0"

2EJ

A3.11.D

12 A3.11.D EJ EJ

KEY

EXISTING ROOF DRAIN TO REMAIN.

A3.11.D EJ

2 EJ

13300 WILL CLAYTON PKWY HUMBLE, TX 77346

POST ADDENDUM SET

AND ACCESS LADDER. 25. GENERAL CONTRACTOR SHALL COORDINATE ALL TOP OF STEEL TO TOP OF BLOCKING AND SUBSTRATE BOARD DIMENSIONS IN FIELD PRIOR TO ORDERING MATERIALS. NO ADDITIONAL COMPENSATION WILL BE GRANTED FOR FAILURE TO COORDINATE THESE DIMENSIONS. 26. GENERAL CONTRACTOR SHALL VERIFY ROOF SLOPES WILL PROPERLY DRAIN AS SHOWN. TAPERED INSULATION HATCHING SHOWN IS NOT INTENDED TO ILLUSTRATE THE ENTIRE LIMITS OF TAPERED INSULATION. ROOF AREAS NOT SLOPED BY STRUCTURE SHALL BE SLOPED WITH TAPERED INSULATION TO ACHIEVE PROPER DRAINAGE. 27. PAINT ALL NEW GAS PIPE. 28. ALL ROOFING WORK SHALL OCCUR IN SUCH A MANNER AS NOT TO VOID ANY EXISTING ROOF WARRANTIES. CONTRACTOR TO CONTACT ROOFING MANUFACTURER PRIOR TO COMMENCING THE WORK. NO EXCEPTIONS. 1 EXISTING ROOF DRAIN TO REMAIN.

ATASCOCITA HIGH SCHOOL ADDITIONS AND RENOVATIONS - PACKAGE D

A3.11.D EJ

A3.09

ATASCOCITA HIGH SCHOOL ADDITIONS

DATE

REVISION

No.

ROO E-

KEY

08 43 13_ALUMINUM DOOR AS SCHEDULED

EXTERIOR ELEVATION - WEST - OVERALL

04 20 00_ACCENT BRICK BANDS

08 45 00_PLASTER WINDOW PANEL

04 20 00_ACCENT BRICK BANDS

08 45 00_PLASTER WINDOW PANEL

1/16" = 1'-0"

30 EXTERIOR ELEVATION - WEST - OVERALL 1/16" = 1'-0"

D1 04

A7.06

D1 04

MATCHLIN E RE 06 / A6.05 F

E13

15 A6.14

D8 D6

06 A7.06

08 45 00_KALWALL SYSTEM TRANSLUCENT PANELS CJ

02 41 19_DEMOLISH AND PREPARE FOR NEW CONSTRUCTION CJ CJ

REUSE FROM EXISTING

D12

D13

D10

D11

D12

D13

A7.06

A6.14 CJ

D11

T.O.B. GYM 34'-0"

08 45 00_KALWALL SYSTEM TRANSLUCENT PANELS CJ

T.O.B. GYM 34'-0" 9'-10 1/2"

D10

15 02 41 19_DEMOLISH AND PREPARE FOR NEW CONSTRUCTION CJ CJ

A7.06 A7.06 REUSE FROM EXISTING

9'-10 1/2"

E13

CHECKED BY:

MATCHLIN E RE 06 / A6.05 F

08 43 13_ALUMINUM DOOR AS SCHEDULED

D1402.1

8'-6"

D1402.2

LEVEL 1 0'-0"

04 20 00_ACCENT BRICK BANDS CJ

10 73 13_ALUMINUM CANOPY

06/A6.06

08 45 00_PLASTER WINDOW PANELCJ CJ

04 72 00_BRICK ROWLOCK SILL CJ

04 20 00_ACCENT BRICK BANDS 08 45 00_PLASTER WINDOW PANEL

08 43 13_ALUMINUM DOOR AS SCHEDULED

LEVEL 1 0'-0"

04 72 00_BRICK ROWLOCK SILL

1/8" = 1'-0"

A7.05

E8 E9

30 A6.14

E11

E12

E9.9 E10

24 A4.10

E13

E11

E12 24

30 CJ

08 45 00_KALWALL SYSTEM TRANSLUCENT PANELS CJ

5'-0"

04 20 00_ACCENT BRICK BANDS 04 20 00_KING SIZE FACE BRICK

E9.9 E10

A4.10

A6.14

6'-0"

5'-0"

E8 E9

08 45 00_KALWALL SYSTEM TRANSLUCENT PANELS CJ

08 62 00_UNIT SKYLIGHTS 04 20 00_KING SIZE FACE BRICK

E13 MATCHLIN E RE 18 / A6.05 F

E1.8 E2 E3

A7.05

MATCHLIN E RE 18 / A6.05 F

T.O.B. CORRIDOR 28'-0"

2'-7 3/8"

E1E1.1 04

2'-7 3/8"

E1.8 E2 E3

08 62 00_UNIT SKYLIGHTS

E2316

E2315.2

E2307.2

E2307.1

Exterior Elevations

06 WEST ELEVATION - AREA E 1/8" = 1'-0"

E2308

E2307.2

E2307.1

LEVEL 1 0'-0"

MATCHLIN E RE 18 / A6.05 F

08 45 00_PLASTER WINDOW PANEL

West Elevation - Area E

E2315.2

MATCHLIN E RE 18 / A6.05 F

8'-0" CJ

08 45 00_PLASTER WINDOW PANEL CJ CJ

6'-0"

E2316

3'-6"

12'-8 7/8"

04 72 00_BRICK ROWLOCK SILL

E2317

A10.43

6'-0"

12'-8 7/8"

04 72 00_BRICK ROWLOCK SILL 08 43 13_ALUMINUM DOOR AS SCHEDULED

12/6/2019 8:59:34 AM

E2308

10 73 13_ALUMINUM CANOPY

08 43 13_ALUMINUM DOOR AS SCHEDULED

C:\Users\earteaga\Documents\A19_0744_Atascacita_earteaga.rvt

E2317

A10.43

6'-0"

04 20 00_ACCENT BRICK BANDS

8'-0"

10 73 13_ALUMINUM CANOPY

DRAWN BY:

06/A6.06

D1402.3

18 WEST ELEVATION - AREA D

DRAWN BY:

D1402.4

D1402.1

1/8" = 1'-0"

A7.05

C:\Users\earteaga\Documents\A19_0744_Atascacita_earteaga.rvt

10 73 13_ALUMINUM CANOPY

CHECKED BY:

D1402.5

D1402.2

8'-6"

MATCHLIN E RE 06 / A6.05 F

12'-0"

D1402.6

D1402.3

West Elevation - Area D

18 WEST ELEVATION - AREA D

E1E1.1

12/6/2019 8:59:34 AM

D1402.4

23'-6"

D1402.5

23'-6"

D1402.6

03 A7.07

EA EB

ED.1

EF.1

EG.1

EG.9 EH

A7.05

A7.08

A7.07

A6.14

04 20 00_KING SIZE FACE BRICK

A6.06 CJ

STUCCO

T.O.B. CORRIDOR 28'-0"

8'-0"

6'-0"

4'-9"

A6.14

E2314

E2313

04 20 00_ACCENT BRICK BANDS

E2312

6'-0"

E2315.1

3'-6"

04 72 00_BRICK ROWLOCK SILL

04 20 00_ACCENT BRICK BANDS

08 45 00_KALWALL SYSTEM TRANSLUCENT PANELS

04 72 00_BRICK ROWLOCK SILL

04/A6.06

LEVEL 1 0'-0"

02/A6.06 08 11 13_HOLLOW METAL DOORS AND FRAMES

08 11 13_ DOORS

08 45 00_PLASTER WINDOW PANEL

South Elevation - Area E 24 SOUTH ELEVATION - AREA E

21 SOUTH ELEVATION - AREA D

1/8" = 1'-0"

1'-3"

T.O.B. GYM 34'-0" TYPE - "C" BRICK

ED.1

TYPE - "A" BRICK

E NG INE E RS A PBK COMPANY

NAME

BEAM

3/8" RECESSED STRETCHER COURSE - TYPE "C"

08 45 00_KALWALL SYSTEM TRANSLUCENT PANELS

3" 08 11 13_HOLLOW METAL DOORS AND FRAMES

STACKED BOND - 1/2" PROJECTED COURSE - TYPE "C"

LEVEL 2 14'-0"

LEVEL 1 0'-0"

3/8" RECESSED STRETCHER COURSE - TYPE "A"

04 20 00_KING SIZE FACE BRICK 3/8" RECESSED STRETCHER COURSE - TYPE "A"

LEVEL 2 14'-0" 7'-6"

3/8" RECESSED STRETCHER COURSE - TYPE "A"

TYPE - "A" BRICK

LEAF

STACKED BOND - 1/2" PROJECTED COURSE -TYP "C"

SET

08 11 13_HOLLOW METAL DOORS AND FRAMES

7'-6"

10 73 13_ALUMINUM CANOPY 08 11 13_HOLLOW METAL DOORS AND FRAMES

08 45 00_PLASTER WINDOW PANEL

14'-0"

TYPE - "C" BRICK

BY:

T.O.B. GYM 34'-0"

3/8" RECESSED STRETCHER CJCOURSE - TYPE "A"

04 20 00_KING SIZE FACE BRICK

South Elevation - Area D Exterior Elevations

000-000-0000 F

TYPE - "C" BRICK

NAME

DALLY + ASSOCIATES

3'-6" CJ

8'-6"

6'-0"

1/8" = 1'-0"

713.337.8881 P

11 Greenway Plaza, Suite 1510 Houston, TX 77046 713-940-3300 P 713-961-4571 F TX Firm: F-18672 BUILDING ENVELOPE 11 Greenway Plaza 22nd Floor Houston, TX 77046 713-940-3201 P

1'-4 3/8"

3'-6"

08 45 00_KALWALL SYSTEM TRANSLUCENT PANELS

21 SOUTH ELEVATION - AREA D

9800 Richmond Ave #460 CJ Houston, Texas 77042

T.O.B. CORRIDOR 28'-0" NAME

Pacheco Koch

ALUMINUM WINDOW FRAME

8'-4"

04 72 00_BRICK ROWLOCK SILL

LEVEL 1 0'-0"

STRUCTURE

ON PKWY

20445 State Hwy 249 Suite 380 Houston, TX 77070 281-883-0103 P

MEPT

2'-0"

CIVIL

15'-0"

3/8" RECESSED STRETCHER COURSE - TYPE "C"

04 20 00_ACCENT BRICK BANDS

2'-0"

T.O.B. CORRIDOR 28'-0"

1'-3"

PLASTER

FS E2312

CHECKED BY:

E2313

T.O.B. GYM 34'-0"

CITA HIGH SCHOOL ADDITIONS NOVATIONS - PACKAGE D

T.O.B. CORRIDOR 28'-0"

8'-0"

11 7/8" 4 1/2"

1'-3"

2'-1 5/8"

STUCCO

.14

1'-3"

04 20 00_ACCENT BRICK BANDS

PBK.com

28'-0"

PBK Architects, Inc.

HOUSTON 11 Greenway Plaza, 22nd Floor Houston, TX 77046 713-965-0608 P 713-961-4571 F TX Firm: F-1608

3'-3"

ARCHITECT

04 20 00_KING SIZE FACE BRICK

08 92 00_LOUVERED T.O.B.CJCORRIDOR EQUIPMENT ENCLOSURE

3'-6"

06 A6.14

01 A7.07

2'-0"

05 A7.08

02 A7.05

10 5/8" 6" 3" 6"

EG.9 EH

7'-6"

EG.1

6'-0"

11'-0"

EF.1

7'-1 5/8"

A7.07

08 45 00_PLASTER WINDOW PANEL

04/A6.06

02/A6.06

LEVEL 1 0'-0" CJ

LEVEL 1 0'-0"

02/A6.06 08 11 13_HOLLOW08METAL 11 13_HOLLOW METAL DOORS AND FRAMES DOORS AND FRAMES

08 11 13_HOLLOW METAL DOORS AND FRAMES

LEVEL 1 0'-0"

10 73 13_ALUMINUM CANOPY

08 11 13_HOLLOW METAL DOORS AND FRAMES

21 SOUTH ELEVATION - AREA D21 SOUTH ELEVATION - AREA D 1/8" = 1'-0"

T.O.B. GYM 34'-0"

T.O.B. GYM 34'-0" TYPE - "C" BRICK

1'-3"

STACKED TYPE - "C" BRICK CORNICE

T.O.B. CORRIDOR 28'-0" 3/8" 3/8"

STACKED TYPE - "C" BRICK CORNICE

3/8"

3/8" RECESSED TYPE "C" BRICK ACCENT BAND

3/8"

3'-6"

08 45 00_KALWALL SYSTEM TRANSLUCENT PANELS

2'-0"

04 20 00_KING SIZE FACE BRICK

2'-0"

3/8" RECESSED STRETCHER COURSE - TYPE "A"

RECESSED TYPE "A" Other BRICK ACCENT BAND

3/8"

RECESSED TYPE "A" BRICK ACCENT BAND

3/8"

RECESSED TYPE "A" BRICK ACCENT BAND

3'-6"

3/8"

3/8" RECESSED TYPE "C" BRICK ACCENT BAND

3/8"

3/8" RECESSED TYPE "C" BRICK ACCENT BAND CLIENT

LEVEL 1 0'-0"

- Callout SOUTH 1 ELEVATION - AREA E - Callout 1 04 SOUTH ELEVATION - AREA E04

Brick Pattern - Window Bays

1/2" = 1'-0"

Exterior Brick Pattern Elevations

LEVEL 1 0'-0"

3" 3"

TYPE - "B" BRICK

1 1/4"

2'-0"

BRICK TYPES A = ACME DTP 137 - BURGUNDY B = ACME PEP 30 - DOVE GREY C = ACME PEP 50 - GLACIER WHITE

2'-0"

BRICK TYPES A = ACME DTP 137 - BURGUNDY B = ACME PEP 30 - DOVE GREY C = ACME PEP 50 - GLACIER WHITE

3/8"

No.

RECESSED TYPE "A" BRICK ACCENT BAND

3/8"

TYPE - "C" BRICK

2'-8 3/4"

2'-0"

8 3/4"

3'-0" TYPE - "B" BRICK CJ

HUMBLE ISD

PROJECT NUMBER

LEVEL 1 0'-0"

BRICK ROWLOCK SILL

RE: 06/A7.04 FOR ADDITIONAL SECTION DETAILS

LEVEL 1 0'-0"

- Callout SOUTH 2 ELEVATION - AREA E - Callout 2 02 SOUTH ELEVATION - AREA E02 1/2" = 1'-0"

1962 2019/12/06

DATE REVISIONS

Description

Date

No.

Description

RECESSED TYPE "A" BRICK ACCENT BAND

2'-3 1/4"

04 72 00_BRICK ROWLOCK SILL

TYPE - "C" BRICK

2'-8 3/4"

2'-3"

04 72 00_BRICK ROWLOCK SILL

3 1/4"

3/8" RECESSED STRETCHER COURSE - TYPE "A"

2'-3 1/4"

3/8" RECESSED STRETCHER COURSE - TYPE "A"

LEVEL 1 0'-0"

CLIENT

HUMBLE ISD 1962 2019/12/06

3'-6"

3/8" RECESSED STRETCHER COURSE - TYPE "C"

TYPE - "B" BRICK

TYPE - "C" BRICK

Architect

REVISIONS

3 1/4" 2'-0"

TYPE - "B" BRICK CJ

8 3/4"

3'-0"

TYPE - "C" BRICK

PLAN

Other

Architect

6'-0" 3"

04 72 00_BRICK ROWLOCK SILL

2'-3"

04 72 00_BRICK ROWLOCK SILL

NORTH:

08 45 00_PLASTER WINDOW PANEL

3/8" RECESSED STRETCHER COURSE - TYPE "C"

3/8"

KEY PLAN

STACKED BOND - 1/2" PROJECTED COURSE -TYP "C"

3'-6"

3'-6" 6'-0"

3/8" RECESSED STRETCHER COURSE - TYPE "A"

TRUE

RECESSED TYPE "A" BRICK ACCENT BAND

DATE

3/8" RECESSED STRETCHER COURSE - TYPE "A"

PLAN

3/8"

LEVEL 2 14'-0"

08 45 00_PLASTER WINDOW PANEL

3/8" RECESSED STRETCHER COURSE - TYPE "C"

NORTH:

7'-6"

8'-0"

7'-6"

LEVEL 2 14'-0"

KEY PLAN

3/8" RECESSED STRETCHER COURSE - TYPE "A"

04 20 00_KING SIZE FACE BRICK

08 45 00_PLASTER WINDOW PANEL

3/8" RECESSED STRETCHER COURSE - TYPE "C"

6" 3" 6"

1'-3" 3'-3" 3"

3/8" RECESSED STRETCHER COURSE - TYPE "C"

STACKED BOND - 1/2" PROJECTED COURSE -TYP "C"

08 45 00_PLASTER WINDOW PANEL

3/8"

TYPE - "A" BRICK

7'-6"

LEVEL 2 14'-0"

2'-0"

STACKED BOND - 1/2" PROJECTED COURSE - TYPE "C"

3/8" RECESSED STRETCHER COURSE - TYPE "A"

STACKED BOND - 1/2" PROJECTED COURSE - TYPE "C"

3/8" RECESSED STRETCHER COURSE - TYPE "A"

2'-0"

04 20 00_KING SIZE FACE BRICK

8'-0"

08 45 00_KALWALL SYSTEM TRANSLUCENT PANELS

3'-6"

08 45 00_KALWALL SYSTEM TRANSLUCENT PANELS

3/8" RECESSED STRETCHER COURSE - TYPE "A"

T.O.B. CORRIDOR 28'-0" 3/8" 3/8"

3/8" RECESSED STRETCHER COURSE - TYPE "A"

04 20 00_KING SIZE FACE BRICK

TYPE - "C" BRICK

6'-0"

3/8" RECESSED STRETCHER COURSE - TYPE "A"

3/8" RECESSED STRETCHER COURSE - TYPE "C"

ALUMINUM WINDOW FRAME

08 45 00_KALWALL SYSTEM TRANSLUCENT PANELS

TYPE - "A" BRICK

T.O.B. CORRIDOR 28'-0"

3'-3"

1'-4 3/8"

6" 3" 6"

TYPE - "C" BRICK

7'-6"

ALUMINUM WINDOW FRAME

T.O.B. CORRIDOR 28'-0"

1'-3"

3/8" RECESSED STRETCHER COURSE - TYPE "C"

3'-6"

8'-4"

PLASTER

1'-3"

PLASTER

3/8" RECESSED STRETCHER COURSE - TYPE "C"

10 5/8" 6" 3" 6"

2'-1 5/8"

10 5/8" 6" 3" 6"

TYPE - "A"CJBRICK

1'-4 3/8"

TYPE - "A" BRICK

ED.1

T.O.B. CORRIDOR 28'-0" 2'-1 5/8"

T.O.B. CORRIDOR 28'-0"

ED ED.1

TYPE - "C" BRICK

1/8" = 1'-0"

LEVEL 1 0'-0"

13300 WILL CLAYTON PKWY HUMBLE, TX 77346

ATASCOCITA HIGH SCHOOL ADDITIO AND RENOVATIONS - PACKAGE D

13300 WILL CLAYTON PKWY HUMBLE, TX 77346

POST ADDENDUM SET

ICK ROWLOCK SILL

ATASCOCITA HIGH SCHOOL ADDITIO AND RENOVATIONS - PACKAGE D

Brick Pattern - Typical Section

1/2" = 1'-0"

POST ADDENDUM SET BRICK ROWLOCK 1 1/4"

SILL

POST ADDENDUM SE

ELEVATIONS EXTERIOR ATASCOCITA LEVEL 1

ELEVATIONS EXTERIOR ATASCOCIT

A6.06

RE: 06/A7.04 FOR ADDITIONAL SECTION DETAILS

0'-0"

1'-6"

ONCRETE FOUNDATION YSTEM; RE: STRUCT

TECTUM CEILING DECK

KALWALL KALWALL SYSTEM SYSTEM TRANSLUCENT TRANSLUCENT 10/A7.14 PANEL PANEL KALWALL SYSTEM TRANSLUCENT PANEL BULL NOSE

10/A7.14 Sim

CMU SILL WINDOW UNIT PLASTER PANEL

10/A7.14 10/A7.14

BULL BULL NOSE NOSE 10/A7.14 CMU CMU SILL SILL UNIT UNIT

10/A7.14

BULL NOSE CMU SILL UNIT

Sim Sim Sim

03/A7.13

ATHLETICS CEILING 9'-0" 03/A7.13

WEEP @ 20" O.C.

E12

10/A7.14 Sim

E12 7"

E12 FLOOR AND BASE AS SCHED.

7" 7"

1 3/8" FLOOR AND BASE AS SCHED.

LEVEL 2 14'-0"

08/A9.12

1 3/8"

WEEP HOLESFLASHING @ 20" O.C. MEMBRANCE FLASHING MEMBRANCE CONCRETE FOUNDATION SYSTEM; RE: STRUCT

BOND BEAM @ 8'-0" MAX. RE: STRUCT BOND BEAM @ 8'-0" STL TUBE, MAX. RE: STRUCT RE: STRUCT

CURTAIN WALL AS SCHED EXISTING WALL ASSEMBLY

26/A7.14

18/A7.15 COL

6'-0" 6'-0"

COL

07/A7.14 07/A7.14 18/A7.15 1'-3"

1'-3"

1'-3" 1'-3"

26/A7.14 26/A7.14

6" CMU RE: STRUCT BOND BEAM @ 8'-0" ATHLETICS CEILING FOR REINFORCING MAX. 9'-0"RE: TRUCT

9'-0"

6" CMU RE: STRUCT FOR BONDREINFORCING BEAM @ 8'-0"

BARRIER AS SPECIFIED

0'-0"

6" BATT. BATT. 6" INSULATION INSULATION

FLOOR AND BASE AS SCHED.

SIM.

LEVEL 1 0'-0"

FLOOR AND BASE AS SCHED.

UNDERSLAB VAPOR

BARRIER SPECIFIED FLOOR BASE LEVEL 1 ASAND AS SCHED. 0'-0" UNDERSLAB VAPOR BARRIER AS SPECIFIED

LEVELFLOOR 1 AND BASE CONCRETE 0'-0" AS FOUNDATION SCHED.

15/A7.15

STEEL, RE: STRUCT

EXISTING WALL WALL ASSEMBLY ASSEMBLY 5/8" GYP BD EXISTING PAINTED

26/A7.14

EXISTING WALL ASSEMBLY

26/A7.14 26/A7.14

FLOOR AND BASE AS SCHED.

26/A7.14

CEILING AS SCHED.

LEVEL 2 14'-0"

5/8" GYP GYP BD BD 5/8" PAINTED ALUMINUM CANOPY PAINTED FLOOR AND BASE STRUCTURAL LEVEL 2 AS SCHED. 5/8" GYP BD STEEL RE: STRUCT 14'-0" PAINTED

STRUCTURAL STEEL RE: STRUCT

14/A7.15

FLOOR AND AND BASE BASE FLOOR LEVEL AS2SCHED. SCHED. AS

DOOR AS SCHED.

04/A9.11

CEILING AS SCHED.

27/A7.14

24/A7.14

0'-0"

LEVEL 1

0'-0" 24/A7.14

DOOR DOOR AS SCHED. SCHED. AS DOOR AS SCHED. FLOOR AND BASE AS SCHED.

FLOOR AND BASE AS SCHED.

24/A7.14 CONT. EXPANSON JOINT 27/A7.14

UNDERSLAB VAPOR FLOOR AND AND BASE FLOOR BARRIER AS BASE SPECIFIED AS SCHED. SCHED. AS

FILLER AND27/A7.14 SEALANT CONCRETE FOUNDATION LEVEL SYSTEM; RE:1STRUCT

27/A7.14

0'-0"

CONT. EXPANSON EXPANSON JOINT 24/A7.14 CONCRETEJOINT FOUNDATION CONT. FILLER AND SEALANT SEALANT SYSTEM; RE: STRUCT FILLER AND

FLOOR AND BASE

FLOOR AND BASE AS SCHED.

LEVEL 1 0'-0"

FLOOR AND BASE AS

23/A7.14 EXISTING CONCRETE FOUNDATION SYSTEM

5/8" GYP BD PAINTED

LEVEL 1 0'-0"

CONCRETE FLOORFOUNDATION AND BASE BASE FLOOR AND LEVEL 1SCHED. SYSTEM; RE:AS STRUCT AS SCHED.

0'-0"

5/8" GYP BD PAINTED

FLOOR AND BASE AS SCHED.

UNDERSLAB VAPOR BARRIER23/A7.14 AS SPECIFIED

Curtain Wall at Gymnasium Lobby

FLOOR AND BASE AS SCHED.

ATHLETICS CEILING 9'-0"

ATHLETICS CEILING CEILING ATHLETICS 9'-0" 9'-0" ATHLETICS CEILING 9'-0"

SCHED OVERHEAD SCHED OVERHEAD LEVEL 1 DOOR DOOR RE: RE: SPECS SPECS 0'-0" FLOOR AND BASE SCHED OVERHEAD AS SCHED. DOOR RE: SPECS

CONCRETE FOUNDATION 5/8"SYSTEM; GYP BD BD RE: STRUCT 5/8" GYP FLOOR AND UNDERSLAB VAPOR PAINTED PAINTED LEVEL 1 BASE SCHED. BARRIER AS AS SPECIFIED 0'-0" 5/8" GYP BD PAINTED

LEVEL 2 ATHLETICS CEILING 14'-0" 9'-0"

ATHLETICS CEILING 9'-0"

ATHLETICS CEILING SCHED OVERHEAD 9'-0" DOOR RE: SPECS

CEILING AS SCHEDULED SCHED OVERHEAD CONT. EXPANSON JOINT DOOR RE:BDSPECS FILLER AND SEALANT 5/8" GYP LEVEL 1 PAINTED

SCHED. UNDERSLAB VAPOR BARRIER AS SPECIFIED FLOOR AND BASE UNDERSLAB VAPOR AS SCHED. BARRIER AS BASE SPECIFIED FLOOR AND BASE AS FLOOR AND AS SCHED. SCHED.

LEVEL 2 14'-0"

ATHLETICS CEILING 9'-0"

14/A7.15

CEILING AS AS CEILING SCHEDULED SCHEDULED 27/A7.14

27/A7.14

LEVEL 2 14'-0"

14'-0" SCHEDULED 9'-0"

14/A7.15 14/A7.15

33CEILING 5/8" CFMF 5/8"CEILING CFMF @ 16" 16" O.C. O.C. AS @ ATHLETICS SCHED OVERHEAD SCHEDULED DOOR RE:9'-0" SPECS 3 5/8" CFMF @ 16" O.C.

0'-0"

LEVEL 2 14'-0"

LEVEL 2 14/A7.15 ATHLETICS CEILING CEILING AS

STRUCTURAL

FLOOR AND BASE AS SCHED.

BOND BEAM @ 8'-0" MAX. RE: TRUCT

3 5/8" CFMF @ 16" O.C.

3 5/8"CEILING CFMF @ 16" O.C. ATHLETICS STEEL RE: STRUCT 9'-0"

FLOOR AND BASE AS SCHED.

CONT. EXPANSON JOINT FILLER AND SEALANT CONT. EXPANSON JOINT LEVEL 1 FILLER AND SEALANT

BOND BEAM @ 8'-0" MAX. RE: TRUCT

LEVEL LEVEL 22 14'-0" 14'-0"

ATHLETICS CEILING CEILING AS STRUCTURAL STRUCTURAL SCHEDULED STEEL RE:9'-0" STRUCT STEEL RE: STRUCT

DOORAS CEILING AS SCHED. SCHED.

BOND BEAM @ 8'-0" MAX. RE: TRUCT

14'-0"

LEVEL 2 14'-0"

3 5/8" CFMFAS@SCHED. 16" O.C. STRUCTURAL STEEL RE: STRUCT

ALUMINUM CANOPY

CEILING CEILING AS AS SCHED. SCHED. STRUCTURAL STEEL, RE: STRUCT CEILING AS SCHED.

FLOOR AND BASE AS SCHED. BOND BEAM @ 8'-0" MAX. RE: TRUCT LEVEL 2

5/8" GYP BD PAINTED

26/A7.14

STRUCTURAL STEEL, RE: STRUCT EXT GRADE PLYWD SCHED OVERHEAD DOOR RE: SPECS CEILING AS SCHED. STRUCTURAL

EXISTING WALL ASSEMBLY

LEVEL 2

CEILING AS SCHED.

UNDERSLAB VAPOR LEVEL AS 1 SPECIFIED BARRIER

0'-0"

EXISTING WALL ASSEMBLY ROOF SYSTEM AS SPECIFICED

14'-0" SCHED OVERHEAD FLOOR AND BASE DOOR RE: AS SPECS SCHED.

SIM.

ALUMINUM CANOPY CANOPY ALUMINUM

28'-0"

SCHED OVERHEAD OVERHEAD SCHED DOOR RE: RE: SPECS SPECS DOOR

FLOOR AND BASE AS SCHED.

14/A7.15

1'-3"

CEILING AS 15/A7.15 SCHED OVERHEAD SCHEDULED DOOR RE:BDSPECS SIM. 5/8" GYP PAINTED

14/A7.15 FLOOR AND BASE AS SCHED. 14/A7.15

T.O.B. GYM

ROOFING SYSTEM 34'-0" AS SPECIFIED ROOFING SYSTEM AS SPECIFIED T.O.B. CORRIDOR

CEILING AS AS SIM. CEILING SCHEDULED SCHEDULED

26/A7.14

34'-0"

T.O.B. GYM 21/A7.15 34'-0"

AIR SPACE BARRIER AIR T.O.B. CORRIDOR PREFINISHED FLASHING 2" RIGID 8" CMU PANEL 28'-0" METAL INSULATION ON ZEE CHANNELS STRUCTURAL 05/A7.14 BASE FLASHING AND 22/A7.15 AT OC AIR16" SPACE T.O.B. CORRIDOR STEEL RE: STRUCT AIR BARRIER FIBER CANT, RE: ROOFING SYSTEM AS SIM. 28'-0" ROOFING DWGS SPECIFIED METAL 2" RIGIDPANEL ON ZEE CHANNELS INSULATION PREFINISHED FLASHING ROOF AS 05/A7.14 AT 16" SYSTEM OC05/A7.14 T.O.B. CORRIDOR EXT GRADE PLYWD SPECIFICED AIR SPACE T.O.B. CORRIDOR ROOFING SYSTEM SYSTEM AS AS 28'-0" ROOFING BASE FLASHING AND 22/A7.15 SPECIFIED 28'-0" SPECIFIED 05/A7.14 METALCANT, PANEL FIBER RE: PREFINISHED FLASHING 6" BATT. SIM. ON ZEE CHANNELS ROOFING DWGS ROOFING SYSTEM AS INSULATION 3 5/8" CFMF @ 16" O.C. AT 16" OC T.O.B. CORRIDOR SPECIFIED T.O.B. T.O.B. CORRIDOR CORRIDOR BASE FLASHING AND ROOF SYSTEM AS 28'-0" 22/A7.15 28'-0" EXT GRADE PLYWD 28'-0" FIBER CANT, RE: SPECIFICED SIM. PREFINISHED FLASHING STRUCTURAL ROOFING DWGS T.O.B. CORRIDOR CEILING AS CEILING STEEL, RE: STRUCT 28'-0" SCHEDULED AS SCHED. ROOF SYSTEM AS EXT22/A7.15 GRADE PLYWD BASE FLASHING AND SPECIFICED FIBER CANT, RE: SIM. ROOFING DWGS

SCHED OVERHEAD AS @ 3CEILING 5/8" 16" O.C. 3DOOR 5/8" CFMF CFMF @SIM. 16" O.C. RE: SPECS SCHEDULED EXPANSION JOINT RE: ROOFING 3 5/8" CFMF @ 16" O.C. 15/A7.15

6" BATT. INSULATION

14/A7.15 SIM. 26/A7.14

LEVEL 11 SYSTEM; RE: STRUCT LEVEL CONT. EXPANSON JOINT AS SCHED. Existing Wall Connection at Gymnasium 0'-0" 0'-0" FILLER AND SEALANT

0'-0"

COL

T.O.B. GYM 34'-0"

21/A7.15 T.O.B. GYM

05/A7.14 METAL PANEL AIR BARRIER TECTUM ON ZEE CHANNELS 8" CMU 2" CEILING ATRIGID 16" OCDECK INSULATION

EM.1

ALUMINUM CANOPY

0'-0"

04/A9.11

6" BATT. INSULATION

CEILING AS SCHED.

AS SPECIFIED

T.O.B. CORRIDOR 28'-0" T.O.B. CORRIDOR ROOFING SYSTEM 2" RIGID INSULATION 28'-0" AS SPECIFIED ROOFING SYSTEM AIR BARRIER OVER 1/2" AS SPECIFIED EXT. SHEATHING BD. METAL PANEL ON ZEE CHANNELS AT 16" OC T.O.B. CORRIDOR ROOFING SYSTEM 6" CFMF @ 16" RE:O.C. SPECS 28'-0" AS SPECIFIED HORIZONTAL ROOFING SYSTEM SIGNAGE, REUSE STRUCTURAL ZEES AT 16" AS SPECIFIED FROM EXISTING RE:OC STRUCT T.O.B.STEEL CORRIDOR METAL PANEL ON ZEE ROOFING SYSTEM 28'-0" WEEP HOLES @ O.C. CHANNELS AT 16" OC AS20" SPECIFIED ROOFING SYSTEM RE: ROOFING SPECS SYSTEM MEMBRANCE FLASHING COL AS SPECIFIED SPECIFIED AS HORIZONTAL T.O.B. CORRIDOR STL. ANGLE , RE:ZEES STRUCT. METAL PANEL ON ZEE AT 16" ROOFING SYSTEM CHANNELS AT 16" OC 28'-0" OC AS SPECIFIED EXPANSION RE: STRUCTURAL SPECS JOINT RE: ROOFING 3 5/8" CFMF @ 16" O.C. STEEL RE: STRUCT HORIZONTAL ZEES AT 16" ON ZEE COL METAL PANELOC CHANNELS CURTAIN WALL AT 16" OC STRUCTURAL STRUCTURAL RE: CEILING SPECS AS AS SCHED STEEL RE: RE: STRUCT STRUCT STEEL SCHEDULED 15/A7.15 EXPANSION JOINT HORIZONTAL RE: ROOFING COL ZEES AT 16" SIM. STRUCTURAL STEEL RE:OC STRUCT 3 5/8" CFMF @ 16" O.C. EXPANSION JOINT RE: ROOFING

21/A7.15

ROOFING SYSTEM 8" CMU AS TECTUM SPECIFIED CEILING DECK AIR BARRIER ROOFING 07/A7.14 2" RIGID SYSTEM AS TECTUM INSULATION SPECIFIED CEILING DECK 8" CMU AIR SPACE

ATHLETICS CEILING 14'-0" FLOOR9'-0" AND BASE

MAX. RE: TRUCT FLOOR AND BASE AS SCHED. 6" CMU RE: STRUCT FLOOR AND BASE FOR REINFORCING FLOOR DOOR AND BASE AS SCHED. LEVEL 1 AS SCHED.

0'-0" 0'-0" MEMBRANCE FLASHING CONCRETE FOUNDATION FLOOR ANDSYSTEM; BASE RE: STRUCT AS SCHED. 02/A9.12 04/A9.11 UNDERSLAB VAPOR 04/A9.11 CONT. EXPANSON JOINT UNDERSLAB VAPOR CONCRETE FOUNDATION BARRIER AS SPECIFIED LEVEL 1 CONCRETE FOUNDATION BARRIER AS SPECIFIED UNDERSLAB VAPOR SYSTEM; RE: STRUCT FILLER AND SEALANT LEVEL 1 SYSTEM; FLOOR AND BASE RE: STRUCT AND BASE 0'-0" BARRIERFLOOR AS SPECIFIED 04/A9.11 LEVEL 1 AS SCHED. SCHED. AS 0'-0" CONCRETE FOUNDATION 02/A9.12 UNDERSLAB VAPOR 0'-0" RE: STRUCT CONT.SYSTEM; EXPANSON JOINT FLOOR AND BASE AS SPECIFIED BARRIER CONT. EXPANSON LEVEL 1 JOINT FILLER AND AND SEALANT SEALANT AS SCHED. FILLER CONCRETE FOUNDATION LEVEL 0'-0" LEVEL 11 SYSTEM; RE: STRUCT LEVEL 11 LEVEL 0'-0" CONT. EXPANSON JOINT 0'-0" 0'-0" FILLER AND SEALANT 0'-0" LEVEL 1 UNDERSLAB VAPOR BARRIER AS SPECIFIED LEVEL 1 LEVEL 1 UNDERSLAB VAPOR

TECTUM ROOFING CEILING DECK SYSTEM AS SPECIFIED

COL

BRICK FACE

CEILING AS SCHED.

26/A7.14

ATHLETICS CEILING BOND BEAM @ 8'-0" 9'-0"RE: TRUCT MAX.

AIR BARRIER OVERHEAD BOND BEAM 8'-0" BONDSCHED BEAM @ @ 8'-0" MAX. MAX. DOOR, RE: SPECS RE: RE: STRUCT STRUCT SCHED CEILING, RE: RCP FOR FOR REINFORCING REINFORCING BOND BEAM @ 8'-0" MAX. 04/A9.11 RE: STRUCT SCHED OVERHEAD DOOR, RE: FOR REINFORCING SPECS 02/A9.12 FLOOR AND BASE 01/A7.14 FLOOR AND BASE AS SCHED. AS SCHED. CONCRETE FOUNDATION SYSTEM; RE: STRUCT CONT. EXPANSON JOINT SCHED OVERHEAD DOOR, RE: LEVEL 1 FILLER AND SEALANT WEEP HOLES @ 20" O.C. SPECS LEVEL 1 UNDERSLAB VAPOR 0'-0" LEVEL 1 BARRIER AS SPECIFIED LEVEL 1

6" BATT. INSULATION

CEILING AS SCHED.

ALUMINUM CANOPY

ATHLETICS CEILING 9'-0"

BOND08/A9.12 BEAM @ 8'-0" MAX. RE: STRUCT SCHED CEILING, RE: RCP 2" RIGID INSULATION ATHLETICS CEILING FOR REINFORCING

07/A7.14

6" BATT. INSULATION

1'-3"

ALUMINUM CANOPY

6" CMU RE: STRUCT FOR REINFORCING

03/A10.42

07/A7.14

18/A7.15

EXISTING WALL ASSEMBLY

BOND BEAM @ 8'-0" MAX. RE: STRUCT BOND BEAM @REINFORCING 8'-0" FOR MAX. RE: TRUCT

ATHLETICS CEILING ALUMINUM CANOPY 9'-0"

VENEER EM.1 ROOFING SYSTEM

18/A7.15

LEVEL 2 ATHLETICS CEILING 14'-0" 9'-0"

FOR REINFORCING 3 5/8" CFMF @ 16" O.C. ALUMINUM CANOPY SCHED CEILING,5/8" RE:GYP. RCP 03/A10.42 BEAM @ 8'-0" MAX. 6" CMU @ 8'-0". BOND08/A9.12 RE: STRUCT RE: STRUCT ATHLETICS CEILING FOR REINFORCING 3 5/8" CFMF @ 16" O.C. FOR REINFORCING 9'-0" ALUMINUM CANOPY CANOPY ALUMINUM 5/8" GYP. 08/A9.12

07/A7.14

COL COL

6'-0" EXISTING WALL ASSEMBLY

26/A7.14

LEVEL 2

LEVEL 2 5/8" GYP. ATHLETICS CEILING 03/A10.42 BOND BEAM @ 8'-0" 14'-0" 9'-0" 6'-0" MAX. RE: STRUCT

EM.1 ROOFING SYSTEM AS SPECIFIED

SIM.

STL TUBE, 14'-0" RE: STRUCT

14'-0"

WEEP HOLES HOLES @ @ 20" 20" O.C. O.C. Translucent Panels at Gymnasium WEEP

6" BATT. BATT. 6" INSULATION INSULATION

EXISTING WALL ASSEMBLY CURTAIN WALL WALL CURTAIN AS SCHED SCHED AS

LEVEL STL TUBE,2 RE: STRUCT 14'-0"

03/A10.42 6'-0"2 LEVEL BRICK FACE VENEER ALUMINUM CANOPY

0'-0" 02/A9.12

AIR6"BARRIER OVER CFMF @ 16" O.C.1/2" EXT. SHEATHING BD. 2" RIGID INSULATION BRICK FACE

STL TUBE, RE: STRUCT

LEVEL 2 14'-0"

SCHED CEILING, RE: RCP SCHED OVERHEAD DOOR, RE: 3 5/8" CFMF @ 16" O.C. SPECS

6" BATT. INSULATION

LEVEL 2 @ 8'-0" BOND BEAM MAX. RE: STRUCT 14'-0"

5/8" GYP.

3 5/8" CFMF @ 16" O.C.

11 3/8" 3/8"

6" BATT. INSULATION

06/A4.12 6'-0"

FLOOR AND BASE AS SCHED.

07/A7.14

BOND BEAM @ 8'-0" 1'-3" MAX. RE: STRUCT

1 3/8" FLOOR AND BASE AS SCHED.

T.O.B. CORRIDOR 28'-0"

1'-3"

06/A4.12

1 3/8"

07/A7.14 07/A7.14

1'-3" 1'-3"

ROOFING SYSTEM AS SPECIFIED

6" CFMF @ 16"AS O.C. METAL PANEL, RE: ROOFING SYSTEM SPECIFIED RIGID1/2" INSULATION SPECS 15/A7.15 AIR BARRIER2"OVER BARRIER OVER 1/2" EXT. SHEATHINGAIR BD. SIM. 6" BATT. INSULATION BRICK FACE SHEATHING BD. AIREXT. BARRIER OVER 1/2" VENEER 6" CFMF @ 16" O.C. EXT. SHEATHING BD. ROOFING SYSTEM ASRE: SPECIFIED ROOFING SYSTEM AS SPECIFIED 6" CFMF @ 16" O.C.METAL PANEL, EXISTING SPECS T.O.B. CORRIDOR WALL 6" CFMF6"@ 16" O.C. BATT. INSULATION SIGNAGE, REUSE BRICK FACE ROOFING SYSTEM AS SPECIFIED 28'-0" BRICK FACE 15/A7.15 FROM EXISTING VENEER VENEER 6" CFMF @ 16" O.C.SIM. SIGNAGE, REUSE 2" RIGID INSULATION FACECORRIDOR FROM EXISTING WEEP HOLESBRICK 1'-3" T.O.B. T.O.B. CORRIDOR VENEER @ 20" O.C. AIR 6" BATT. INSULATION BARRIER OVER 1/2" 28'-0" 15/A7.15 28'-0" WEEP HOLES @EXISTING 20" O.C. EXT. SHEATHING BD. WALLSIM. MEMBRANCE FLASHING T.O.B. CORRIDOR 2" RIGID INSULATION INSULATION MEMBRANCE FLASHING 2" RIGID 28'-0" 6" CFMF @ 16" O.C. ANGLE , RE: STRUCT. STL. ANGLE ,STL. RE:BARRIER STRUCT. AIR OVER 1/2" EXISTING AIR BARRIER OVER 1/2" 15/A7.15 2" RIGID INSULATION EXT. SHEATHING BD. WALL EXT. SHEATHING SIGNAGE, REUSE BD. SIM. FROM EXISTING AIR BARRIER OVER 1/2" 6" CFMF CFMF @ 16" 16" O.C. O.C. CURTAIN WALL 6" @ EXT. SHEATHING BD. 20" O.C. AS SCHEDWEEP HOLES @EXISTING CURTAIN WALL SIGNAGE, REUSEWALL SIGNAGE, REUSE MEMBRANCE 6" CFMFAS@SCHED 16"FLASHING O.C. FROM EXISTING EXISTING FROM STL. ANGLE , RE: STRUCT. SIGNAGE, REUSE WEEP HOLES @ 20" WEEP HOLES @ 20" O.C. O.C. FROM EXISTING MEMBRANCE FLASHING FLASHING MEMBRANCE WEEP HOLES, RE: @ 20" O.C. STL. ANGLE ANGLE STRUCT. STL. , RE: STRUCT. MEMBRANCE FLASHING CURTAIN WALL AS SCHED STL. ANGLE , RE: STRUCT.

07/A7.14

EM 07/A7.14

VENEER T.O.B. CORRIDOR METAL PANEL, RE: 6" BATT. INSULATION SPECS1/2" 28'-0" AIR BARRIER OVER T.O.B. CORRIDOR EXT. SHEATHING BD. 28'-0" 2" RIGID INSULATION 2" RIGID INSULATION

1'-3"

STL. ANGLE , RE: STRUCT. CURTAIN WALL WALL CURTAIN AS SCHED SCHED AS 06/A4.12 PLASTER WINDOW PANEL CURTAIN WALL AS SCHED

BRICK FACE VENEER

07/A7.14

28'-0"

T.O.B. CORRIDOR 28'-0"

6" CFMF @ 16" O.C. AIR BARRIER BARRIER OVER OVER 1/2" 1/2" AIR 2" RIGID INSULATION EXT. SHEATHING BD. KALWALL SYSTEM EXT. SHEATHING SIGNAGE, REUSE BD. TRANSLUCENT STL. ANGLE , RE: STRUCT. FROM EXISTING AIR BARRIER OVER 1/2" PANEL 6" CFMF CFMF @ 16" 16" O.C. O.C. 6" @ EXT. SHEATHING BD. WEEP HOLES @ CURTAIN 20" O.C. REUSE WALL SIGNAGE, SIGNAGE, 6" CFMF @REUSE 16" O.C. AS SCHED FROM EXISTING FROM EXISTING MEMBRANCE FLASHING 7" SIGNAGE, REUSE WEEP WEEP HOLES HOLES FROM EXISTING @ O.C. STL. , RE: STRUCT. @ 20" 20"ANGLE O.C. BULL NOSE CMU SILL UNIT MEMBRANCE FLASHING WEEP HOLES FLASHING MEMBRANCE @ 20" O.C. 06/A4.12 CURTAIN STL. ANGLE WALL RE: STRUCT. STL. ANGLE ,, RE: STRUCT. MEMBRANCE FLASHING 10/A7.14 AS SCHED

E12

01/A7.14 MEMBRANCE FLASHING

STEEL FRAMING W/ SPRAY ON FIREPROOFING RE: T.O.B.DRAWINGS, CORRIDORTYP STRUCT

EXT. SHEATHING BD.

DRAWN BY:

C:\Users\earteaga\Documents\A19_0744_Atascacita_earteaga.rvt

FLOOR AND BASE

LEVEL AS SCHED. LEVEL 11 LEVEL 1 0'-0" 0'-0" 0'-0" LEVEL 1 UNDERSLAB VAPOR 0'-0"

BRICK FACE OVER 1/2" AIR BARRIER VENEER EXT. SHEATHING BD. ROOFING ROOFING SYSTEM SYSTEM AS AS SPECIFIED SPECIFIED

@ 20" O.C. T.O.B. 2" RIGID RIGIDCORRIDOR INSULATION 2" INSULATION 28'-0" MEMBRANCE FLASHING

10/A7.14

PLASTER WINDOW PANEL BRICK FACE VENEER

T.O.B. CORRIDOR STEEL FRAMING COL COL W/ SPRAY ON28'-0" FIREPROOFING RE: STRUCT DRAWINGS, TYP COL

VENEER VENEER SIGNAGE, REUSE 2" RIGID INSULATION

PANEL

PLASTER PLASTER WINDOW WINDOW WEEP @ 20" O.C. PANEL PANEL BRICK FACE VENEER

T.O.B. CORRIDOR 8" CMU 28'-0" RE: STRUCT FOR REINFORCING ROOFING SYSTEM AS SPECIFIED 2" RIGID INSULATION

FROM EXISTING BRICK FACE T.O.B. CORRIDOR T.O.B. CORRIDOR VENEER 04/A7.14 28'-0" AIR BARRIER OVER 1/2" 28'-0" WEEP HOLES

10/A7.14 10/A7.14 PLASTER WINDOW

03/A7.13

COL W/ SPRAY STEEL FRAMING T.O.B. GYM ON FIREPROOFING RE: 34'-0" STRUCT DRAWINGS, TYP

T.O.B. CORRIDOR 6" CFMF @ 16" O.C. BRICK FACE FACE 28'-0" BRICK ROOFING SYSTEM AS SPECIFIED

KALWALL SYSTEM TRANSLUCENT BULL NOSE 04/A7.14 PANEL CMU SILL UNIT

Sim

RIGID INSULATIONBRICK FACE VENEER

EM.1

12'-0"

TECTUM TECTUM CEILING DECK DECK CEILING

04/A7.14

10/A7.14

METAL PANEL, RE: ROOFING SYSTEM AS SPECIFIED 2" RIGID INSULATION 18/A7.15 SPECS

ROOFING SYSTEM AS SPECIFIED TECTUM CEILING DECK

EM COL

18/A7.15

AIR BARRIER OVER 1/2" EXT. SHEATHING BD.

34'-0"

BRICK FACE VENEER

COL

2" RIGID INSULATION

34'-0"

STEEL FRAMING W/ SPRAY ROOF SYSTEM ON FIREPROOFING RE: T.O.B. GYM AS SPECIFIED STRUCT DRAWINGS, TYP

14/A7.14

RIGID INSULATION 8" CMU CMU 8" 04/A7.14 RE: STRUCT STRUCT RE: FOR REINFORCING REINFORCING FOR 8" CMU RE: STRUCT FOR REINFORCING KALWALL SYSTEM TRANSLUCENT PANEL

04/A7.14 04/A7.14

18/A7.15

ROOF TECTUM SYSTEM CEILING DECK AS SPECIFIED T.O.B. GYM COL

12'-0"

T.O.B. GYM

ROOF SYSTEM SYSTEM STRUCTURAL MEMBER ROOF EXT. SHEATHING BD. BRICK VENEER 34'-0" AS SPECIFIED SPECIFIED AS 14/A7.14 6" CFMFAIR @16" O.C. SPACE PROVIDE DEFLECTION ROOF SYSTEM TRACK UNDER STL. ANGLE, 6" BATT. INSULATION AS SPECIFIED BRICK FACE VENEER STRUCTURAL MEMBER T.O.B. RE:STRUCT. GYM BRICK FACE VENEER GALV. ADJ. MAS. TIES 34'-0" AIR BARRIER OVER 1/2" AIR SPACE TECTUM @ 16" O.C. HORIZ. EXT. SHEATHING BD. PROVIDE DEFLECTION CEILING DECK& 15" O.C.ANGLE, VERT. STL. 2" RIGID INSULATION TRACK UNDER 6" CFMF @16" O.C. RE:STRUCT. STRUCTURAL MEMBER RIGID INSULATION AIR6"BARRIER OVER 1/2" BATT. INSULATION AIR BARRIER TECTUMEXT. SHEATHING AIR SPACE BD. TECTUM CEILING DECK CEILINGGALV. DECK ADJ. MAS. TIES 6" CFMF @16" O.C. STL. ANGLE, 8" CMU @ 16"RE:STRUCT. O.C. HORIZ. TECTUM BRICK FACE VENEER RE: STRUCT & 15"INSULATION O.C. VERT. 6" BATT. CEILING AIRDECK BARRIER OVER 1/2" FOR REINFORCING EXT. SHEATHING BD. GALV. ADJ. MAS. TIES @CFMF 16" O.C. HORIZ. 6" @16" O.C. RIGID INSULATION BRICK FACE FACE VENEER VENEER & 15" O.C. VERT. BRICK 8" CMU 6" BATT. INSULATION RE: STRUCT FOR REINFORCING BRICK GALV. ADJ. MAS. TIES 8" CMUFACE VENEER RIGID INSULATION @ 16" O.C. HORIZ. RIGID INSULATION RE: STRUCT & 15" O.C. VERT. FOR REINFORCING

12/6/2019 9:01:35 AM

@ GYM

1'-6"

RE:STRUCT.

PROVIDE DEFLECTION 14/A7.14 14/A7.13 14/A7.14 CEILING TRACK UNDER AIRDECK BARRIER OVER 1/2"

MEMBRANCE MEMBRANCE FLASHING AIR BARRIER MEMBRANCE FLASHING FLASHING AIR BARRIER 2" RIGID INSULATION LEVEL CONT. EXPANSON JOINT FLOOR AND BASE1 01/A7.14 FILLER AND SEALANT STL. ANGLE, RE:STRUCT. AS SCHED. 0'-0" ONCRETE FOUNDATION DWGS AIR BARRIER YSTEM; RE: STRUCT CONCRETE FOUNDATION UNDERSLAB VAPOR SYSTEM; RE: STRUCT CONCRETE FOUNDATION LEVEL 1 LEVEL 1 FLOOR AND BASE BASE WEEP HOLESSYSTEM; @ 20" O.C. SPECIFIED 01/A7.14 CONT. EXPANSON JOINT BARRIER AS FLOOR AND RE: STRUCT 01/A7.14 0'-0" 0'-0" AS SCHED. SCHED. FILLER AND SEALANT AS

ONCRETE FOUNDATION YSTEM; RE: STRUCT

TECTUM CEILING DECK 14/A7.14 14/A7.14 TECTUM CEILING DECK

12'-0"

ROOF SYSTEM AS SPECIFIED

21/A7.15

ROOFING SYSTEM AS SPECIFIED

ROOF SYSTEM 34'-0" AS SPECIFIED

14/A7.14

1'-6" 1'-6"

AIR SPACE T.O.B. GYM BRICK VENEER 34'-0" STL. ANGLE,

MEMBRANCE 8" CMU @ 8'-0". FLASHING RE: STRUCT BOND BEAM @ 8'-0" STL. ANGLE, RE:STRUCT. FOR REINFORCINGMAX. RE: STRUCT WEEP @ 20" O.C. 03/A7.13 ATHLETICS CEILING DWGS FOR REINFORCING 9'-0" VENT BRICK FACE VENEER PROVIDE SOFFIT AROUND PERIMETER OF 6" CMU @ 8'-0". MEMBRANCE PLASTER CEILING ATHLETICS CEILING RE: STRUCT WEEP FLASHING @ 20" O.C. FOR REINFORCING9'-0" 3/4" CEMENT PLASTER ON MTL STL. ANGLE, RE:STRUCT. BRICK FACE FACE VENEER VENEER BRICK LATH, 3/4" FURRING CHANNELS &1 DWGS BOND BEAM @ 8'-0" MEMBRANCE 1/2" RUNNER @ 48"VENT O.C. MAX. RE: STRUCT PROVIDE SOFFIT FLASHING BRICK FACE VENEER ATHLETICS FOR REINFORCING AROUND CEILING PERIMETER OF STL. ANGLE, RE:STRUCT. PLASTER CEILING 9'-0" WEEP @ 20" O.C. DWGS BOND BEAM BEAM @ @ 8'-0" 8'-0" BOND 6" CMU @ 8'-0". 2" RIGID INSULATION PROVIDE SOFFIT 3/4"MEMBRANCE CEMENT PLASTER ONVENT MTL MEMBRANCE MAX. RE: RE: STRUCT STRUCT MAX. RE: STRUCT 2" RIGID INSULATION FLASHING LATH, 3/4" AROUND FURRINGPERIMETER CHANNELS &OF1 FLASHING FOR REINFORCING FOR REINFORCING FOR REINFORCING PLASTER 1/2" RUNNER @ CEILING 48" O.C. BOND BEAM @ 8'-0" AIR BARRIER STL. ANGLE, RE:STRUCT. STL. ANGLE, RE:STRUCT. MAX.BARRIER RE: STRUCT AIR DWGS DWGS 6" CMU FOR REINFORCING 6" CEMENT CMU @ @ 8'-0". 8'-0". 3/4" PLASTER ON MTL WEEP @ 20" O.C. CHANNELS PROVIDE SOFFIT VENT RE: RE: STRUCT LATH, 3/4"STRUCT FURRING &1 PERIMETER OF FOR AROUND REINFORCING FOR REINFORCING 1/2" RUNNER @ 48" O.C. CONT. EXPANSON JOINT 6"MEMBRANCE CMU @ 8'-0". PLASTER CEILING FILLER AND SEALANT FLASHING RE: STRUCT 01/A7.14 FOR REINFORCING WEEP @ 20" O.C. FLOOR AND BASEON MTL 3/4" CEMENT PLASTER STL. ANGLE, RE:STRUCT. 01/A7.14 2" RIGID INSULATION SCHED. LATH, 3/4"AS FURRING CHANNELS & 1 DWGS LEVEL 1 MEMBRANCE 1/2" RUNNER @ 48" O.C. FLASHING 0'-0" WEEP HOLES @ 20" O.C. AIR BARRIER LEVEL 1 CONT. EXPANSON JOINT STL. ANGLE, RE:STRUCT. WEEP HOLES @ 20" O.C. 2" RIGID RIGID INSULATION WEEP @ 20" O.C. 2" INSULATION FILLER AND SEALANT 0'-0" DWGS

ONCRETE FOUNDATION YSTEM; RE: STRUCT

T.O.B. GYM

18/A7.15

12'-0" 12'-0"

TECTUM

DA DA

D11

12'-0"

14/A7.14

ROOF SYSTEM AS SPECIFIED

12'-0"

1'-6"

VENEER PROVIDEBRICK DEFLECTION TRACK UNDER 14/A7.13STRUCTURAL MEMBER

ROOF SYSTEM AS SPECIFIED

12'-0"

1'-6"

T.O.B. GYM 34'-0"

14/A7.14

12'-0"

DA 1'-6" 1'-6"

14/A7.13

ROOF SYSTEM AS SPECIFIED

14/A7.14

12'-0" 12'-0"

BRICK VENEER ROOF SYSTEM AS SPECIFIED

14/A7.14

1'-6"

CHECKED BY:

14/A7.13

12'-0"

D11'-6"

FLOOR AND BASE AS SCHED

FLOOR AND BASE AS SCHED. FLOOR AND BASE LEVEL 1 FLOOR AND BASE AS SCHED. 0'-0" AS SCHED

LEVEL 1 0'-0"

FLOOR AND BASE AS SCHED LEVEL 1 UNDERSLAB VAPOR BARRIER AS SPECIFIED 0'-0" EXISTING CONCRETE FLOOR AND BASE FOUNDATION SYSTEM AS SCHED. FLOOR AND BASE 23/A7.14 23/A7.14 LEVEL 1 CONCRETE FOUNDATIONAS SCHED LEVEL 1 RE: STRUCT SYSTEM; 0'-0" EXISTING CONCRETE CONCRETE 0'-0" EXISTING 23/A7.14 FLOOR FLOOR AND AND BASE BASE FOUNDATION SYSTEM SYSTEM FOUNDATION AS AS SCHED. SCHED. EXISTING CONCRETE LEVEL 1 LEVEL 11 FLOOR AND BASE LEVEL FOUNDATION SYSTEM 0'-0" AS SCHED. 0'-0"

WALL @ GYM LOBBY WALL @ GYM LOBBY @ GYM @ GYM DOORS @ Wall Sections 04 CURTAIN 03 CURTAIN@OVERHEAD 06 WALL SECTION 05 WALL SECTION 02 OVERHEAD ROOF CONNECTION @ GYMNASIUM ROOF CONNECTION CORRIDORDOORS @ MECHANICAL WALL GYMLOW LOBBY GYMLOW LOBBY GYMSOFFIT @ GYMNASIUM LOBBY 01 CORRIDOR SCREEN 04 CURTAIN WALL @03 03 CURTAIN WALL @02 05 WALL SECTION @04 02 01 EXIST WALL @ BARRIER AS SPECIFIED

UNDERSLAB UNDERSLAB VAPOR VAPOR BARRIER BARRIER AS AS SPECIFIED SPECIFIED UNDERSLAB VAPOR BARRIER AS SPECIFIED

MEMBRANCE FLASHING

1/2" = 1'-0"

UNDERSLAB VAPOR VAPOR UNDERSLAB

1/2" = 1'-0"BARRIER BARRIER AS AS SPECIFIED SPECIFIED

CONCRETE FOUNDATION

1/2"CONCRETE = SYSTEM; 1'-0" FOUNDATION SYSTEM; RE: STRUCT STRUCT RE: CONCRETE FOUNDATION SYSTEM; RE: STRUCT

UNDERSLAB VAPOR BARRIER AS SPECIFIED

1/2" = 1'-0"

1/2" = 1'-0" CONCRETE FOUNDATION

SOFFIT @ GYMNASIUM LOBBY 1/2" = 1'-0"

CONCRETE FOUNDATION SYSTEM; RE: STRUCT

CONCRETE FOUNDATION SYSTEM; RE: RE: STRUCT STRUCT SYSTEM; CONCRETE FOUNDATION SYSTEM; RE: STRUCT

CONCRETE FOUNDATION UNDERSLAB VAPOR SYSTEM; RE: STRUCT BARRIER AS SPECIFIED

1/2" = 1'-0"

CONCRETE FOUNDATION SYSTEM; RE:VAPOR STRUCT UNDERSLAB BARRIER AS SPECIFIED

UNDERSLAB VAPOR BARRIER AS SPECIFIED

CONCRETE FOUNDATION SYSTEM; RE: STRUCT

1/2" = 1'-0"

UNDERSLAB VAPOR VAPOR UNDERSLAB BARRIER AS AS SPECIFIED SPECIFIED BARRIER UNDERSLAB VAPOR

1/2" = 1'-0"

CONCRETE FOUNDATION FOUNDATION CONCRETE SYSTEM; RE: RE: STRUCT STRUCT SYSTEM;

AS SPECIFIED LOW ROOF BARRIER CONNECTION @ GYMNASIUM CONCRETE FOUNDATION

CONCRETE FOUNDATION 1/2" = 1'-0"

SYSTEM; RE: STRUCT

UNDERSLAB VAPOR BARRIER AS SPECIFIED

1/2" = 1'-0"

FLOOR AND BASE SCHED. UNDERSLAB AS VAPOR

1/2" = 1'-0" BARRIER AS SPECIFIED

UNDERSLAB VAPOR VAPOR UNDERSLAB BARRIER AS AS SPECIFIED SPECIFIED BARRIER UNDERSLAB VAPOR

1/2" = 1'-0"

CONCRETE FOUNDATION UNDERSLAB VAPOR UNDERSLAB VAPOR SYSTEM; RE: STRUCT BARRIER AS SPECIFIED SPECIFIED BARRIER AS

BARRIER AS SPECIFIED UNDERSLAB VAPOR LOW ROOF CONNECTION @ CORRIDOR

1/2" = 1'-0"

BARRIER ASFOUNDATION SPECIFIED CONCRETE

1/2" = 1'-0"

0'-0" 1/2" = 1'-0" LEVEL 1 1/2" = 1'-0" 0'-0"

01 MECHANICAL SCREEN WALL 1/2" = 1'-0"

1'-6"

ROOF SYSTEM AS SPECIFIED

08/A7.14

21/A7.14

T.O.B. CORRIDOR 28'-0"

2" RIGID INSULATION

AIR BARRIER OVER 1/2" EXT. SHEATHING BD.

6" CFMF @ 16" O.C. RE: STRUCT FOR REINFORCING

STEEL FRAMING W/ SPRAY ON FIREPROOFING RE: STRUCT DRAWINGS, TYP

11 1/2" 6" BATT. INSULATION

FACE VENEER 6" BATT.BRICK INSULATION

BRICK FACE VENEER

ROOF SYSTEM AS SPECIFIED

STEEL FRAMING W/ SPRAY ON FIREPROOFING RE: 6" CFMF RE: STRUCT STRUCT DRAWINGS, TYP FOR REINFORCING

STEEL FRAMING W/ SPRAY ON FIREPROOFING RE: ROOFSTRUCT SYSTEMDRAWINGS, AS TYP SPECIFIED

08/A7.14 CEILING AS SCHED

T.O.B. CORRIDOR T.O.B. CORRIDOR 28'-0" 28'-0"

T.O.B. CORRIDOR 28'-0" T.O.B. CORRIDOR 28'-0"

KING SIZE FACE BRICK

08/A7.14 2" RIGID INSULATION

08/A7.14 11 1/2"

AIR BARRIER OVER 1/2" EXT. SHEATHING BD.

CEILING AS SCHED

AS SCHED WEEP HOLESCEILING @ 20" O.C.

PAINTED PLASTER ACCENT BAND

PAINTED PLASTER ACCENT CEILING BAND AS SCHED.

ROOF SYSTEM AS SPECIFIED

13/A7.15

T.O.B. CORRIDOR 28'-0"

MEMBRANCE FLASHING

BRICK FACE VENEER

CEILING AS SCHED

6" BATT. INSULATION

6" BATT. INSULATION 2" RIGID INSULATION

03/A7.14

6" CFMF @ 16" O.C., RE: STRUCT FOR REINFORCING

CHECKED BY:

FLOOR AND BASE AS SCHED. FLOOR ANDPLASTER BASE WINDOW AS SCHED. PANEL

PLASTER WINDOW PANEL

2" RIGID INSULATION

AIR BARRIER OVER 1/2" EXT. SHEATHING BD. 6" CFMF @ 16" O.C. RE: STRUCT FOR REINFORCING WEEP HOLES @ 20" O.C.

2" RIGID INSULATION

2" RIGID INSULATION 6" CFMF @ 16" O.C., RE: STRUCT FOR REINFORCING

AIR BARRIER OVER WINDOW AS SCHED. 1/2" EXT. SHEATHING BD.

01/A9.12

6" BATT. INSULATION

2" RIGID INSULATION

AIR BARRIER OVER 1/2" EXT. SHEATHING BD.

6" CFMF @ 16" O.C., RE: STRUCT FOR REINFORCING

FLOOR AND BASE AS SCHED. FLOORING AND BASE AS SCHEDULED LEVEL 2

LEVEL 2 14'-0"

14'-0" LEVEL 2 14'-0"

20/A7.15

17/A7.14 WINDOW AS SCHED

NORTH:

PLAN

LEVEL 2 14'-0"

LEVEL 2 Other 14'-0"

20/A7.15

KEY PLAN

TRUE

NORTH:

PLAN

TRUE

PLASTER WINDOW PANEL

Other 2" RIGID INSULATION

20/A7.15

6" CFMF @ 16" O.C., RE: STRUCT FOR REINFORCING

20/A7.14

CEILING AS SCHED 6" BATT. INSULATION

PAINTED PLASTER ACCENT BAND

LEVEL 2 14'-0"

20/A7.15

BRICK FACE VENEER

03/A7.14

6" BATT. INSULATION

KEY PLAN

FLOOR AND BASE AS SCHED.

AIR BARRIER OVER 1/2" EXT. SHEATHING BD. 6" CFMF @ 16" O.C. RE: STRUCT FOR REINFORCING

STL. ANGLE, RE:STRUCT.

6" CFMF @ 16" O.C., RE: STRUCT FOR REINFORCING

6" BATT. INSULATION

2" RIGID INSULATION

CURTAIN WALL AS SCHED

CURTAIN WALL AS SCHED 2" RIGID INSULATION

6" CFMF @ 16" O.C., RE: STRUCT FOR REINFORCING

08/A7.14 T.O.B. CORRIDOR 28'-0"

CEILING AS SCHED.

MEMBRANCE FLASHING

FLOOR AND BASE AS SCHED.

6" CFMF @ 16" O.C., RE: STRUCT FOR REINFORCING CEILING AS SCHED

BRICK FACE VENEER

2" RIGID INSULATION

AIR BARRIER OVER 1/2" EXT. SHEATHING BD.

03/A7.14

KING SIZE FACE BRICK

07/A9.12

WINDOW AS SCHED

BRICK FACE VENEER

CEILING AS SCHED

T.O.B. CORRIDOR 28'-0"

6" CFMF @ 16" O.C., RE: STRUCT FOR REINFORCING BRICK FACE VENEER

STL. ANGLE, RE:STRUCT.

17/A7.14

CEILING AS SCHED

08/A7.14

13/A7.15

ROOF SYSTEM AS SPECIFIED

CEILING AS SCHED.

CEILING AS SCHED

17/A7.14

STEEL FRAMING W/ SPRAY ON FIREPROOFING RE: STRUCT DRAWINGS, TYP

Sim

UCT

STEEL FRAMING W/ SPRAY ON FIREPROOFING RE: STRUCT DRAWINGS, TYP

1'-6"

ROOF SYSTEM AS SPECIFIED ROOF SYSTEM AS SPECIFIED

1'-6"

13/A7.15 08/A7.14 T.O.B. CORRIDOR 28'-0"

ROOF SYSTEM AS SPECIFIED

POST ADDENDUM SET

1'-6"

13300 WILL CLAYTON PKWY HUMBLE, TX 77346

E2 1'-6"

ATASCOCITA HIGH SCHOOL ADDI AND RENOVATIONS - PACKAGE D

E13

POST ADDENDUM SET

13300 WILL CLAYTON PKWY HUMBLE, TX 77346

E13

ATASCOCITA HIGH SCHOOL ADDI AND RENOVATIONS - PACKAGE D

CEILING AS SCHED

6" BATT. INSULATION

CEILING AS SCHED 12/A10.43

CEILING AS SCHED

Sim

WINDOW AS SCHED

SILL PLATE AND FLASHING

SEALANT

WINDOW AS SCHED

CEILING AS SCHED

ATHLETICS CEILING 9'-0"

WEEP HOLES @ 20" O.C.

MEMBRANE FLASHING

STL. ANGLE, RE:STRUCT.

DRAWN BY:

07/A9.11 DOOR AS SCHED.

ATHLETICS CEILING 9'-0"

ATHLETICS CEILING 9'-0" Architect

WINDOW AS SCHED

07/A9.11

SILL PLATE AND FLASHING

3 1/2" BATT. INSULATION DOOR AS SCHED.

6" BATT. INSULATION

6" BATT. INSULATION 5/8" GYP. BD., PAINTED

DOOR AS SCHED.

BRICK FACE VENEER

FLOOR AND BASE AS SCHED.

6" CFMF @ 16" O.C., FLOOR AND BASE RE: STRUCT FOR AS SCHED. REINFORCING

WEEP HOLES @ 20" O.C.

MEMBRANCE FLASHING

MEMBRANCE FLASHING UNDERSLAB VAPOR BARRIERCONCRETE AS SPECIFIED FOUNDATION SYSTEM; RE: STRUCT

CONCRETE FOUNDATION UNDERSLAB VAPOR SYSTEM; RE: STRUCT BARRIER AS SPECIFIED

FLOOR AND BASE CONT. EXPANSON JOINT AS SCHED. FILLER AND SEALANT

LEVEL 1 0'-0"

CONT. EXPANSON JOINT FILLER AND SEALANT FLOOR AND BASE FLOOR AND BASE CONT. EXPANSON JOINT AS SCHED. ASAND SCHED. FILLER SEALANT FLOORING AND BASE LEVEL 1 LEVEL 1 LEVEL 1 AS SCHEDULED

0'-0"

WEEP HOLES @ 20" O.C. MEMBRANCE FLASHING

UNDERSLAB VAPOR BARRIER AS SPECIFIED CONCRETE FOUNDATION SYSTEM; RE: STRUCT

UNDERSLAB VAPOR UNDERSLAB VAPOR BARRIER AS SPECIFIED BARRIER AS SPECIFIED CONCRETE CONCRETE FOUNDATION CONCRETE FOUNDATION CONCRETE FOUNDATION FOUNDATION SYSTEM; RE: STRUCT SYSTEM; RE: STRUCT SYSTEM; RE: STRUCT SYSTEM; RE: STRUCT

Classroom Wing

DATE

1/2" = 1'-0"

1/2" = 1'-0" 1/2" = 1'-0"

1/2" = 1'-0"

1/2" = 1'-0" 1/2" = 1'-0"

HUMBLE ISD 27/A7.14PROJECT NUMBER 1962 Sim DATE 2019/12/06

PROJECT NUMBER 16/A7.14 1962 2019/12/06

FLOOR AND BASE REVISIONS AS SCHED.

No. 1

Description ADD#01

LEVEL 1 0'-0"

Date 10/11/2019

LEVEL 1 0'-0"

REVISIONS CONT. EXPANSON JOINT No. Description FILLER AND SEALANT 1

ADD#01

BRICK FACE VENEER

FLOOR AND BASE AS SCHED.

MEMBRANCE FLASHING

POST ADDENDUM SET

SECTIONS - WALL SECTIONS - WALL ATASCOCITA ATASCOCITA AREA D &Curtain E AREA D &Lobby E Wall at Classroom

A7.0504

6" CFMF @ 16" O.C., RE: STRUCT FOR REINFORCING

LEVEL 1 0'-0"

WEEP HOLES @ 20" O.C.

MEMBRANCE FLASHING

UNDERSLAB VAPOR BARRIER AS SPECIFIED CONCRETE FOUNDATION SYSTEM; RE: STRUCT

2" RIGID INSULATION

AIR BARRIER OVER 1/2" EXT. SHEATHING BD.

Date 10/11/2019

WEEP HOLES @ 20" O.C.

POST ADDENDUM SET

ASSROOM WING LOBBY WALL SECTION @ CLASSROOM WALL SECTION @ CLASSROOM WALL SECTION @ CLASSROOM INTERIOR WALL WALL SECTION @ CLASSROOM @ CLASSROOM WALL SECTION @ CLASSROOM ENTRANCE WALL @ SECTION CLASSROOM @ CLASSROOM WING LOBBY 1/2" = 1'-0"

CLIENT

HUMBLE ISD

04/A9.11 16/A7.14

01/A9.11

LEVEL 1 0'-0"

UNDERSLAB VAPOR UNDERSLAB VAPOR BARRIER AS SPECIFIED BARRIER AS SPECIFIED UNDERSLAB VAPOR BARRIER AS SPECIFIED

Classroom Wing Windows

Wall Sections 03

01/A9.11

FLOOR AND BASE AS SCHED.

LEVEL 1 0'-0"

12/6/2019 9:01:25 AM

6" CFMF @ 16" O.C., RE: STRUCT FOR REINFORCING

LEVEL 1 0'-0"

AIR BARRIER OVER 1/2" EXT. SHEATHING BD.

16/A7.14

C:\Users\earteaga\Documents\A19_0744_Atascacita_earteaga.rvt

16/A7.142" RIGID INSULATION

AND BASE 2" RIGIDFLOOR INSULATION AS SCHED. AIR BARRIER OVER 1/2" EXT. SHEATHING BD.

SEALANT CLIENT

3 5/8" CFMF @ 16" O.C. BRICK FACE VENEER

Architect

12'-0"

CEILING AS SCHED

ATHLETICS CEILING 9'-0"

12'-0"

CEILING AS SCHED

CONCRETE FOUNDATION SYSTEM; RE: STRUCT

A7.05

UNDERSLAB VAPOR BARRIER AS SPECIFIED

ENTRANCE @ CLASSROOM WING LOBBY 1/2" = 1'-0"

CONCRETE FOUNDATION SYSTEM; RE: STRUCT

03 WALL SECTION @ CLA 1/2" = 1'-0"

https://drive.google.com/drive/folders/1jag7mP_ORPm4Xr2thJZyUs7NiCvJhuJq?usp=sharing Lakeland Elementary School https://drive.google.com/drive/folders/17Zp0Yu-f1jFZFGp2TH0PwJ5vcpIyFe3d?usp=sharing Autumn Creek Elementary School https://drive.google.com/drive/folders/1lpqof9svAsm7gwmY_wPtLBYbPyQ-v26Q?usp=sharing Atascocita High School Addition and Renovations https://drive.google.com/drive/folders/18S0yaG7jFb6PpZtEk_v2WODszvFMuq3x?usp=sharing Katy Freeway Office Building Remodel https://drive.google.com/drive/folders/1IcQkVv-ZU-9bOJUymjTp3-PMlcCPDb5q?usp=sharing Cypresswood Retail Shell Building

Additional Project Links - Construction Document Sets

THANK YOU

Eberth Arteaga 4938 Oakland St, Houston, TX 77023 Phone: (832) 423 0686 Email: arteagaeberth@gmail.com