new entry for tomball intermediate school tomball … · 1.4 sectiona.page 04 04 2020 00 00 -- 5,...

New Entry for Tomball Intermediate SchoolTomball ISD

Tomball, Texas

of 3VLK Architects, 2019 ADDENDUM No. 1 1958.00

Project No. 1958.00 November 14, 2019

ADDENDUM NO. 1TO THE

DRAWINGS AND PROJECT MANUALFOR

NEW ENTRY FOR TOMBALL INTERMEDIATE SCHOOLTOMBALL ISD

TOMBALL, TEXAS

_________________________________________________

VLK ARCHITECTS, INC.20445 State Highway 249, Suite 350

Houston, TX 77070281.671.2300 voice281.671.2313 faxvlkarchitects.com

_________________________________________________

1.1 GENERAL

A. This addendum modifies the drawings and project manual, dated October 30, 2019, as noted within and shall become part of the Contract Documents.

B. Proposers shall acknowledge receipt of this addendum in the space provided on the proposal form. Failure to do so may subject proposer to disqualification.

C. Each holder of proposal documents registered with the Architect will receive a copy of the addendum. Each prime proposer is responsible for distribution of information conveyed by this addendum to its sub-proposers and suppliers.

D. A pre-proposal conference was held at 2:00 p.m., local time, Thursday, November 7, 2019 in the Tomball ISD Ancillary Services Building. Attached to this addendum is an Attendance Register and Plan Holders list from that conference.

1.2 SECTION 00 11 19 – REQUEST FOR COMPETITIVE SEALED PROPOSALS

A. Revise the additional locations to review the proposal documents as follows:Dodge Data & Analytics4300 Beltway Place, Suite 180Arlington, TX 75063Phone: (972) 819-1460 / Fax (972) 819-1459Website: www.construction.com

CMD Group30 Technology Parkway South, Suite 100Norcross, GA 30092Phone (630) 288-7996 / Fax (678) 680-0722Website: www.cmdgroup.com

1.3 SECTION 00 21 17 – TISD RFP CSP

A. Section VII.C.3.b; Revise the first sentence to read as follows:b) Completed Work (through substantial completion) within the last seventy-two months:

B. Section VII.C.3.b and VII.C.3.c; Provide the requested information by populating and submitting the attached Excel file in Excel format. Refer to the attached Excel file.

11/14/2019

New Entry for Tomball Intermediate SchoolTomball ISDTomball, Texas


1.4 SECTION 04 20 00 - MASONRY

A. Page 04 20 00 - 5, Article 2.5; Insert the following Paragraphs:“C. Use: Lay exterior and interior masonry veneer construction using Type N mortar. Lay exterior

masonry veneer below grade or in contact with earth using Type M mortar. Lay exterior and interior load-bearing masonry using Type S mortar. Where required use bedding mortar to set and fill hollow metal frames.

D. Masonry cement is not acceptable for mortar.

E. Do not use calcium chloride in mortar.

F. Pre-mix, dry or wet, is not acceptable for mortar, except as listed below; i.e. no other pre-mix mortars are acceptable.”

B. Page 04 20 00 - 5, Insert the following Articles and re-number sub-sequent Articles:“2.6 MORTAR; PRE-BLENDED MORTAR MIXES, COLORED MORTAR MIXES, AND INTEGRAL

WATER REPELLENT MORTAR MIXES

A. Contractor’s Option: Provide pre-blended mortar mix, colored mortar mix, and integral water repellent mortar mix as manufactured by SPEC MIX, Inc. (phone 888.773.2649 web site: www.specmix.com), instead of field-prepared mortars. SPEC MIX pre-blended mortar option shall include manufacturer’s standard silo system for mixing and delivery of mortar mixes. 1. Equivalent products by Quikrete Cement and Concrete Products–Dallas

(800.627.6125) will be considered acceptable.2. Pre-blended mortar mixes shall be mixed with potable water in strict compliance with

manufacturer’s written instructions and recommendations.3. Masonry cement is not acceptable for pre-blended mortar.

B. SPEC MIX PCL Sand Pre-blended Mortar Mix:1. Material: Pre-blended factory mix of Portland cement, hydrated lime and sand

aggregate mixtures.2. Mortar Type: Property mixture Type S for exterior and Interior at load-bearing and non-

load-bearing masonry unit walls and Type N for exterior and Interior masonry veneer construction.

C. SPEC MIX PCL Sand Pre-blended Colored Mortar Mix:1. Material: Pre-blended factory mix of Portland cement, hydrated lime, sand aggregate,

and color pigments.2. Mortar Type: Property mixture Type S for exterior and Interior at load-bearing and non-

load-bearing masonry unit walls and Type N for exterior and Interior masonry veneer construction.

D. SPEC MIX PCL Sand Pre-blended IWR Colored Mortar Mix:1. Material: Pre-blended factory mix of Portland cement, hydrated lime, sand aggregate,

color pigments, and incorporating dry SPEC MIX Integral Water-repellent Mortar Admixture.

2. Mortar Type: Property mixture Type S for exterior and Interior at load-bearing and non-load-bearing masonry unit walls and Type N for exterior and Interior masonry veneer construction.

E. Mixing: Mix mortar using manufacturer’s standard mechanical mixer to ensure homogeneity and workability. Observe mixing times of 4-5 minutes, consistent from batch to batch. Use clean, potable water; add the maximum amount consistent with optimum workability.1. At the end of the day, thoroughly rinse the mixer to avoid contamination of future mortar

batches.2. Discard mortar 2.5 hours after initial mixing.”

1.5 SHEET A4.01 - BUILDING/WALL SECTIONS

A. Revise drawing 1 CAFETERIA ENTRANCE SECTION as shown on attached revised sheet A4.01.

B. Delete drawing 7 CAFETERIA WALWAY SECTION as shown on attached revised sheet A4.01.

New Entry for Tomball Intermediate SchoolTomball ISD

Tomball, Texas


1.6 SHEET A4.02 - WALL SECTION DETAILS

A. Drawing 1 MAIN ENTRANCE ARCH SECTION DETAIL; Revise the note “3/8” THICK STEEL PLATE – PAINTED. ATTACH PLATE TO MASONRY WITH BRACKETS USING MASONRY ANCHORS AND BOLTS.” to read as follows: “2-3/4” SELF-MATING DECKING BY PREMANUFACTURED WALKWAY COVER MANUFACTURER.”

1.7 SHEET A5.00 - BUILDING/WALL SECTIONS

A. Revise drawing 1 ROOF PLAN as shown on attached revised sheet A5.00.

B. Delete drawing 3 CAFETERIA ENTRANCE SECTION DETAIL as shown on attached revised sheet A5.00.

1.8 SHEET A5.01 - WALL SECTION DETAILS

A. On drawing 3 CAFETERIA ENTRANCE DETAIL, revise the “3/8” thick steel plate – painted. Attach plate to masonry with brackets using masonry anchors and bolts.” To read as follows: “2-3/4” self-mating decking by premanufactured walkway cover manufacturer.”

B. Revise drawing 3 CAFETERIA ENTRANCE DETAIL as indicated on the attached revised sheet A5.01.

1.9 SHEET S2.02 - ENTRANCE PLANS

A. Revise drawing 3 FRAMING PLAN – MAIN ENTRANCE as indicated on the attached revised sheet S2.02.

1.10 SHEET S2.04 – CANOPY FOUNDATION PLANS

A. This sheet, attached hereto, is entirely new and is hereby made a part of this addendum.

1.11 SHEET S4.01 – FRAMING DETAILS

A. Revise drawing 3 HHS TO HHS MOMENT CONNECTION as shown on attached revised sheet S4.01.

B. Add drawing 9 DETAIL ATCANOPY SUPPORT AT MAIN ENTRANCE as shown on attached revised sheet S4.01.

1.12 REVISED DRAWINGS

A. Sheets No. A4.01, A5.00, A5.01, S2.02, and S4.01, dated November 13, 2019 and attached hereto, are revised drawings and are hereby made a part of this addendum.

1.13 NEW DRAWINGS

A. Sheet No. S2.04, dated November 13, 2019, attached hereto, are new drawings and are hereby made a part of this addendum.

END OF ADDENDUM NO. 1

New Entry for Tomball Intermediate School Plan Holders 1. Nash Industries

[email protected]

2. EContractrors [email protected] [email protected]

3. Madison Construction, LP

[email protected]

4. MYCON® General Contractors, Inc. [email protected]

5. Dunhill Development and Construction [email protected] [email protected]

6. Sterling Structures [email protected]

7. MBC Management, Inc.

[email protected]

Plans also sent to 1. Gamma Construction

[email protected]

Plan Rooms 1. Virtual Builders Exchange, LLC

[email protected]

2. BVCA Plan Room PLUS Copy Center [email protected]

3. Construction Market Data

[email protected]

mailto:[email protected]











PREFABRICARTED METAL CANOPY WITH

PERFORATED SHEET PANEL ON TOP OF CANOPY

EXISTING CANOPY

DECORATIVE METAL SCREEN

A5.01

1

A4.02

1

A5.01

2

2' -

8"

4' -

4"

1' -

0"

7' -

8"

1' -

8"

2' -

0"

1' -

4"

3' -

4"

8' -

0"

7' -

8"

8' -

4"

1' -

0"

V.I.F

.

8' -

0"

2 1.51

F.F. - LEVEL 0100' - 0"

25' -

0"

1"

2' - 4"

INDIRECT LIGHT FIXTURE

METAL SOFFIT

A4.02

4

A4.02

3

A5.00

2

8' -

0"

VAR

IES

8"VA

RIE

S8"

14' -

8"

V.I.F

.

11' -

6"

D

2' - 0"

1"

CONSTRUCTION JOINT

8"

F.F. - LEVEL 0100' - 0"

DOUBLE WYTHE

SCREEN WALL

8" 1 ' - 6".

2' - 2" .

9

F.F. - LEVEL 0100' - 0"

4' -

0"

F.F. - LEVEL 0100' - 0"

1' -

4"

2' -

8"

4' -

0"

F.F. - LEVEL 0100' - 0"8"

3' -

4"

4' -

0"

1212.1 15

F.F. - LEVEL 0100' - 0"

6' - 0"

V.I.F

.

8' -

0"

V.I.F

.

11' -

3 1

/2"

PREFABRICATED CURVED METAL CANOPYWITH

PERFORATED SHEET PANEL ON TOP OF CANOPY

EXISTING ROOF


1' -

4"

8' -

0"

5' -

7"

1"

1' -

8"

2' -

0"

18' -

8"

7' -

0"

A5.01

3

INDIRECT LIGHT FIXTURE

10"

1" / 12"

3' -

0"

METAL SOFFIT

A5.01

1sim

1

Director

SHEET NO.

COPYRIGHT © 2019 VLK ARCHITECTS

SHEET TITLE

PROJECT NO.

REVISIONS

ARCHITECT

Revision No.

Drawn By

Designer Quality Control

Proj. Arch.

Revision Date

VLK Architects, Inc.

20445 State Hwy 249, Suite 350

Houston, Texas 77070

Main Phone: 281.671.2300

www.vlkarchitects.com

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BUILDING / WALLSECTIONS

October 30, 2019

1958.00

A4.01

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SCALE: 1/2" = 1'-0"2MAIN ENTRANCE SECTION

SCALE: 1/2" = 1'-0"3WALL SECTION - TYP.

SCALE: 1/2" = 1'-0"5CAFETERIA WALKWAY SCREEN

SCALE: 1/2" = 1'-0"6SCREEN WALL SECTION

SCALE: 1/2" = 1'-0"4CURVED SCREEN WALL

SCALE: 1/2" = 1'-0"1CAFETERIA ENTRANCE SECTION

1 Addendum 1 11/13/2019

SCALE: 1 1/2" = 1'-0"7NOT USED

1

11/13/2019

1/ A

5.01

2/ A

5.00

2/ A

5.01

1/ A

5.01

HIG

H

LOW

8/ A1.12

9/ A

1.12

EDS

EDS

EDS

EDSEDSEDSEDSEDS

EDS

EDS

EDS

EDS

EDSEDS

ERD ERD

ERD

ERD

ERD

EDS

EDS

EDS

EDS

3/ A

5.01

2/ A5.00

2/ A5.00

SPM

SPM

PREFABRICATED WALKWAY

COVER

PREFABRICATED

WALKWAY COVER

PREFABRICATED

WALKWAY COVER

PREFABRICATED

WALKWAY COVER

2/ A

5.00

2/ A

5.00

2/ A

5.00

1

ROOF PLAN GENERAL NOTES

1. Provide tapered insulation crickets at the high side of all rooftop

curbs, mounting rails, and other miscellaneous roof penetrations as

required to shed water around them and to ensure positive roof

drainage, whether indicated on the drawings or not.

2. Crickets shall slope 1/2” per foot, unless noted otherwise.

3. Locate overflow scuppers per Building Elevations. If conflicts occur,

contact Architect prior to construction.

4. Provide roof walkway protection at base of all roof ladders, around

all sides of roof hatches, on all sides of rooftop units and

condensing units, and on paths leading from roof access points to

rooftop units and condensing units, whether indicated on drawings

or not.

5. Provide layer of roof walkway protection under all pipe and conduit

supports, fully-adhered to roof membrane.

6. Provide additional layer of single-ply roof membrane at the

discharge point of downspouts, where splash pans are not provided.

7. Provide metal end closure at the ends of expansion joints, flashings

and counterflashings.

8. Paint all exposed galvanized metal flashings, miscellaneous steel,

piping, conduits, etc. that are not prefinished.

ROOF PLAN LEGEND

SINGLE-PLY MEMBRANE ROOFING

PREFINISHED METAL ROOF PANELS

EXISTING ROOF DRAIN

EXISTING DOWNSPOUT

EXISTING ROOF

SPM

MRP

ERD

EDS

ROOF SPECIFIC NOTES

1. Spud back existing roofing as needed for expansion joint

installation. remove existing blocking and replace with new.

2. Gutter to remain. Provide new water and end tie caps, profile to

match existing.

D

8"VA

RIE

S

1"

6" CFS STUDS

3 1/

2"

STAINLESS STEEL FASTENERS WITH NEOPRENE

WASHERS IN SLOTTED HOLES AT SPACING PER FM

1-49/SPRI-ES REQUIREMENTS

SELF-DRILLING STAINLESS STEEL SCREWS WITH 5/8" DIA. HDG STEEL

WASHERS AT 24" O.C. EACH ROW; STAGGER SCREWS BETWEEN ROWS;

SCREWS TO BE FM-APPROVED FOR USE IN ATTACHING ABOVE-DECK ROOF

COMPONENTS TO STEEL DECKS; EXTEND 3/4" MIN. THRU STEEL SUBSTRATE

3/4" EXTERIOR FIRE-RATARDANT TREATED PLYWOOD SCREWED

TO 2X WOOD NAILERS

SELF-ADHERED HIGH TEMPERATURE UNDERLAYMENT /

AIR BARRIER OVER COPING AND DOWN FRONT FACE

TO 1/2" BELOW NAILER; SECURE TO 2X NAILER WITH

GALV FASTENERS & WASHERS AT 12" O.C.; SEAL TO

FLUID-APPLIED AIR BARRIER FLASHING PER MFR'S

RECOMMENDATIONS

2X EXTERIOR FIRE-RETARDANT TREATED WOOD NAILER

CONT. 1X4 EXTERIOR FIRE-RETARDANT TREATED

WOOD SHIM, TAPERED

CONT. STAINLESS STEEL SHEET METAL CLIP AND

STAINLESS STEEL FASTENERS PER FM 1-49/ SPRI

ES-1 REQUIREMENTS

BACKER ROD & SEALANT

BRICK VENEER (MODULAR)

BRICK EXTRUSION

8" 4"

3/4" EXTERIOR FIRE-RETARDANT TREATED

PLYWOOD SHEATHING

BASE FLASHING COMPATIBLE WITH

"HYDROPSTOP" ROOFING

FULLY-ADHERED SINGLE-PLY ROOFING MEMBRANE/

AIR BARRIER LAP OVER BASE FLASHING

1 1/2" DIA. CLOSED CELL FOAM ROD

2X4 EXTERIOR FIRE-RETARDANT TREATED WOOD NAILER

PREFINISHED GALV SHEET METAL COPING CAP

5" X 6" X 12 GA. MIN. CONT. COLD-FORMED STAINLESS

STEEL ANGLE; ATTACH TO STUDS W/ (3) SELF DRILLING

STAINLESS STEEL SCREWS PER STUD IN ACCORDANCE

WITH AISI S100

1' - 0"

1"

STAINLESS STEEL DRIP PLATE W/PREFAB

CORNERS, SET IN FULL BED OF SEALANT

10" H. CAVITY DRAINAGE MATERIAL. FULL DEPTH

OF CAVITY, WITH INSECT BARRIER FABRIC

TOWARDS BRICK

FLEXIBLE THROUGH-WALL

FLASHING MEMBRANE

4" 1' - 8"

2' - 0"

REF. STRUCTURAL DWGS.

Director

SHEET NO.


SHEET TITLE

PROJECT NO.

REVISIONS

ARCHITECT

Revision No.

Drawn By


Proj. Arch.

Revision Date




Main Phone: 281.671.2300


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PARTIAL ROOF PLAN &DETAILS

October 30, 2019

1958.00

A5.00

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SCALE: 3/32" = 1'-0"1ROOF PLAN

N

SCALE: 3" = 1'-0"2WINDOWS ARCH TYP. SECTION

1 Addendum 1 11/13/2019

SCALE: 1 1/2" = 1'-0"3NOT USED

1

11/13/2019

2

3/8"

3"

1/4"

3/8" THICK STEEL PLATE - PAINTED.

ATTACH PLATE TO MASONRY WITH

BRACKETS USING MASONRY ANCHORS

AND BOLTS.

PREFABRICATED WALKWAY

1"

BASE FLASHING COMPATIBLE WITH

"HYDROSTOP" ROOFING

FULLY-ADHERED SINGLE-PLY ROOFING

MEMBRANE/ AIR BARRIER LAP OVER BASE

FALSHING

1 1/2" DIA. CLOSED CELL FOAM ROD

EXISTING ROOF SYSTEM


1

1' - 6"

11 5

/8"

RECESSED LIGHT FIXTURE

4"

AUMINUM COMPOSITE PANEL

2X EXTERIOR FIRE-RETARDANT

TREATED WOOD NAILER

PREFINISHED METAL FASCIA TO

MATCH ALUM. COMPOSITE PANEL

SINGLE PLY ROOF SYSTEM

ICE & WATER SHIELD

ON 3/4" PLYWOOD


9" 1' - 6"

2' - 3"

CONT. STAINLESS STEEL SHEET

METAL CLIP AND STAINLESS

STEEL FASTENERS PER FM 1-49/

SPRI ES-1 REQUIREMENTS

6" CFS STUDS

3/4" EXTERIOR FIRE-RATARDANT

TREATED PLYWOOD SCREWED TO

2X WOOD NAILERS

SELF-DRILLING STAINLESS STEEL

SCREWS WITH 5/8" DIA. HDG STEEL

WASHERS AT 24" O.C. EACH ROW;

STAGGER SCREWS BETWEEN ROWS;

SCREWS TO BE FM-APPROVED FOR USE

IN ATTACHING ABOVE-DECK ROOF

COMPONENTS TO STEEL DECKS;

EXTEND 3/4" MIN. THRU STEEL

SUBSTRATE

2X EXTERIOR FIRE-RETARDANT

TREATED WOOD NAILER

12 15

STAINLESS STEEL FASTENERS WITH

NEOPRENE WASHERS IN SLOTTED

HOLES AT SPACING PER FM

1-49/SPRI ES-1 REQUIREMENTS

3/4" EXTERIOR FIRE-RATARDANT TREATED

PLYWOOD SCREWED TO 2X WOOD NAILERS

CONT. GALV SHEET METAL CLIP AND

HDG FASTENERS PER FM 1-49/ SPRI

ES-1 REQUIREMENTS



PREFINISHED GALV SHEET METAL COPING CAP

CURVED PREFABRICATED WALKWAY

BRICK EXTRUSION

STAINLESS STEEL DRIP PLATE

W/PREFAB CORNERS, SET IN FUL

BED OF SEALANT

FLEXIBLE THROUGH-WALL

FLASHING MEMBRANE

10" H. CAVITY DRAINAGE MATERIAL.

FULL DEPTH OF CAVITY, WITH INSECT

BARRIER FABRIC TOWARDS BRICK

4' - 0"

9" 2' - 6" 9"

VAR

IES

8"1'

- 4

"

STAINLESS STEEL DRIP PLATE

W/PREFAB CORNERS, SET IN FUL

BED OF SEALANT


6" CFS STUDS

2X4 EXTERIOR FIRE-RETARDANT TREATED WOOD NAILER

SELF-DRILLING STAINLESS STEEL SCREWS WITH

5/8" DIA. HDG STEEL WASHERS AT 24" O.C.

EACH ROW; STAGGER SCREWS BETWEEN

ROWS; SCREWS TO BE FM-APPROVED FOR USE

IN ATTACHING ABOVE-DECK ROOF

COMPONENTS TO STEEL DECKS; EXTEND 3/4"

MIN. THRU STEEL SUBSTRATE CONT. 1X4 EXTERIOR FIRE-RETARDANT

TREATED WOOD SHIM, TAPERED

SELF-ADHERED HIGH TEMPERATURE UNDERLAYMENT /

AIR BARRIER OVER COPING AND DOWN FRONT FACE TO

1/2" BELOW NAILER; SECURE TO 2X NAILER WITH GALV

FASTENERS & WASHERS AT 12" O.C.; SEAL TO FLUID-

APPLIED AIR BARRIER FLASHING PER MFR'S

RECOMMENDATIONS

5" X 6" X 12 GA. MIN. CONT. COLD-FORMED

STAINLESS STEEL ANGLE; ATTACH TO STUDS W/

(3) SELF DRILLING STAINLESS STEEL SCREWS

PER STUD IN ACCORDANCE WITH AISI S100



FLEXIBLE THROUGH-WALL FLASHING MEMBRANE


1

Director

SHEET NO.


SHEET TITLE

PROJECT NO.

REVISIONS

ARCHITECT

Revision No.

Drawn By


Proj. Arch.

Revision Date




Main Phone: 281.671.2300


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Designer

Author

ROOF DETAILS

October 30, 2019

1958.00

A5.01

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SCALE: 3" = 1'-0"1MAIN ENTRANCE SECTION DETAIL - LOW

SCALE: 3" = 1'-0"2MAIN ENTRANCE SECTION - ROOF DETAIL

SCALE: 3" = 1'-0"3CAFETERIA ENTRANCE DETAIL

1 Addendum 1 11/13/2019

2-3/4” self-mating decking bypremanufactured walkwaycover manufacturer 11/13/2019

DN

BRACE "A"

BR

AC

E "

B"

6' -

0"

9' - 0"

24/6024/60

24/60

12/30 12/30

24/60

(TYP.)1' - 2"(TYP.)1' - 2"

(TY

P.)

1' -

2"

(TY

P.)

1' -

2"

1' -

0"

4' -

2 1

/2"

3' -

6"

4' -

2 1

/2"

1' -

0"

2' - 5" 2' - 5" 20' - 2" 2' - 5" 2' - 5"

HSS6X6X3/8(TYP.)

BRACE "A"

BR

AC

E "

B"

BR

AC

E "

B"

BR

AC

E "

B"

COL. BY CANOPY MNFR., SEE ARCH. FOR LOCATIONS (TYP.)

1

S3.01

PIER PIER

PIE

RP

IER

11

S3.01

11

S3.01

9' - 0"

BP-3 BP-2

BP-1BP-2

BP-3

BP-2BP-1

BP-2

2' - 10 175/256"

4' - 10 1/128"

BRACE "C"

BRACE "D"

BR

AC

E "

E"

1' - 9" 1' - 9" 12' - 10"

1' - 9"

1' - 9"

BR

AC

E "

E"

1' -

0"

4' -

9"

2' -

6"

4' -

9"

1' -

0"

24/6024/60

24/6024/60

12/3012/30

HSS6X6X3/8(TYP.)

1

S3.01

(TYP.)1' - 2"(TYP.)1' - 2"

(TY

P.)

1' -

2"

(TY

P.)

1' -

2"

5' -

0"

6' - 8"

PIERPIER

PIE

RP

IER

11

S3.01

2' -

11

"

7' - 1"1' - 0"

12/30

BP-2 BP-1

BP-4BP-2

BP-1

BP-4

2' - 4"

16

S3.01

16

S3.01

FOUNDATION PLAN NOTES:

1. ALL PIERS ARE CENTERED UNDER COLUMN CENTERLINES, U.N.O.

2. PIERS UNDER GRADE BEAMS (WITHOUT COLUMNS) SHALL BE CENTERED UNDER GRADE BEAMS, U.N.O.

3. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL FLOOR SLOPES, DEPRESSIONS, ETC.

4. COORDINATE ALL BRICK LEDGES AND DEPTH WITH ARCHITECTURAL DRAWINGS.

5. SEE S3.01 FOR BASE PLATES.

6. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO FABRICATION / CONSTRUCTION.

BRACE "A"

BR

AC

E "

B"

HSS10X6X3/8 (LSV)

HSS10X6X3/8 (LSV)

HSS6X6X1/4

HS

S6X

6X

1/4

HSS6X6X1/4

HS

S6X

6X

1/4

HSS6X6X1/4

HS

S6X

6X

1/4

HSS6X6X1/4

HS

S6X

6X

1/4

9 5/8" 4' - 10" 20' - 2" 4' - 10" 9 5/8"

2' -

3"

3' -

6"

1' -

1"

4

S4.01

MAX.

3' - 3"MAX.

3' - 3"

BRACE "A"

BR

AC

E "

B"

BR

AC

E "

B"

BR

AC

E "

B"

0"

0"

14

S4.01

HSS4X4X1/4(T.O.S.=8' - 0")

9

S4.01HSS4X4X1/4

(T.O.S.=8' - 0")

BRACE "C"

BR

AC

E "

E"BRACE "D

"BRACE "D"

BR

AC

E "

E"

HSS6X6X5/16

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4

9" 3' - 6" 12' - 10" 3' - 6" 9"

9"

2' -

6"

9"

14

S4.01

ROOF FRAMING PLAN NOTES:

1. LOCATIONS SHOWN THUS: INDICATES TOP OF STEEL (T.O.S.) ELEVATION (TOP OF STEEL = TOP OF JOIST OR BOTTOM OF DECK).


3. SPACE JOISTS EQUALLY, U.N.O.

4. PROVIDE 3/16" CLOSURE PLATES AT ALL TUBE BEAMS.

5. SEE SHEET S5.01 FOR BRACE ELEVATIONS.

6. = MOMENT CONNECTION LSH = LONG SIDE HORIZONTAL LSV = LONG SIDE VERTICAL HI = HIGH LO = LOW

66260

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Matrix Structural EngineersTBPE Firm Registration No. F-2640

Director

SHEET NO.


SHEET TITLE

PROJECT NO.

REVISIONS

ARCHITECT

Revision No.

Drawn By


Proj. Arch.

STRUCTURAL ENGINEER

Revision Date




Main Phone: 281.671.2300


Matrix Structural Engineers, Inc.5177 Richmond, 670


Main Phone: 713.664.0130

http://www.matrixstructural.com/

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ENTRANCE PLANS

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SCALE: 1/4" = 1'-0"1FOUNDATION PLAN - MAIN ENTRANCE

SCALE: 1/4" = 1'-0"2FOUNDATION PLAN - CAFETERIA ENTRANCE

N N

SCALE: 1/4" = 1'-0"3FRAMING PLAN - MAIN ENTRANCE

N

SCALE: 1/4" = 1'-0"4FRAMING PLAN - CAFETERIA ENTRANCE

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FOUNDATION PLAN NOTES:

1. ALL PIERS ARE CENTERED UNDER COLUMN CENTERLINES, U.N.O.

2. PIERS UNDER GRADE BEAMS (WITHOUT COLUMNS) SHALL BE CENTERED UNDER GRADE BEAMS, U.N.O.

3. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL FLOOR SLOPES, DEPRESSIONS, ETC.

4. COORDINATE ALL BRICK LEDGES AND DEPTH WITH ARCHITECTURAL DRAWINGS.

5. SEE S3.01 FOR BASE PLATES.


12/30

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12/30

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12/30

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OUTLINE OF EXIST. CANOPY ABOVE

OUTLINE OF NEW CANOPY ABOVE BY CANOPY MNFR.

(TY

P.)

1' -

0"

(TY

P.)

1' -

0"

(TYP.)

1' - 0"(TYP.)

1' - 0"

1

S3.01

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S3.01

OUTLINE OF NEW CANOPY ABOVE BY CANOPY MNFR.

1

S3.01


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Director

SHEET NO.


SHEET TITLE

PROJECT NO.

REVISIONS

ARCHITECT

Revision No.

Drawn By


Proj. Arch.

STRUCTURAL ENGINEER

Revision Date




Main Phone: 281.671.2300




Main Phone: 713.664.0130


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CANOPY FOUNDATIONPLANS

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SCALE: 1/8" = 1'-0"1FOUNDATION PLAN - CANOPY "C" - ALTNERATE FOUR

SCALE: 1/8" = 1'-0"2FOUNDATION PLAN - CANOPY "D" - ALTERNATE FIVE

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NOTES:1. TO FACILITATE CONSTRUCTION SHOP WELD ALL CONNECTION PLATES AND ANGLES

TO COLUMN AT ONE END OF THE HSS AND SHOP WELD ALL CONNECTION PLATES AND ANGLES TO HSS AT THE OTHER END. REMAINING CONNECTIONS TO BE FIELD WELDED.

2. PROVIDE SECTION 'B' WHERE HSS IS WIDER THAN COLUMN.

1" 1"

1" 1"

1/4" PL. x 4" x 0' - 5"

1/4" PL. x 4"

SECTION 'A'

L4x4x1/4 W/ 1/4" STIFF. PL.

1 1/2" MAX.

'A'

1/4

1/4

SEENOTE 1

1/4

SEENOTE 1

1" 1"

1" 1"

1/4" BENT PL. x 4"

1/4" PL. x 4"

SECTION 'B'

5"

2"

1/4

1/4

1/4

3/4" PLATE

3/8" PLATE

1/4

1/4

1/4

1/4

1/4" CAP PL.

1/2

"1

/2"

1/2"COL.

COL.

COL.

TU

BE

TU

BE

5/16" END PLATE

STIFF. PLATE 1/4" (AT CENTER OF COL. & CENTER OF HSS) - WELD TO CONT. TO CLIP ANGLE

CLIP L3x3x3/8 - WELD CONT. TO BOX BEAM & TO COLUMN

1/4

1/4

1/4

3/4" PLATE

3/8" PLATE

1/4

1/4

1/4

1/4

1/4" CAP PL.

1/2

"1

/2"

1/2"

COL.

COL.

COL.

TU

BE

TU

BE

5/16" END PLATE

STIFF. PLATE 1/4" (AT CENTER OF COL. & CENTER OF HSS) - WELD TO CONT. TO CLIP ANGLE

CLIP L3x3x3/8 - WELD CONT. TO BOX BEAM & TO COLUMN

1/4

1/4

1/4

3/4" PLATE

3/8" PLATE

1/4

1/4

1/4

1/4

1/4" CAP PL.,CUT TOP OF COL. AS REQ'D. TO MATCH SLOPE

1/2"

COL.

COL.

TU

BE

TU

BE

CUT TOP OF COL. AS REQ'D. TO MATCH SLOPE

1"

DRILL 1/4" WEEP AT END OF BEAMS

DRILL 1/4" WEEP AT END OF BEAMS

1"DRILL 1/4" WEEP AT END OF BEAMS

TU

BE

L3X3X3/16 X 0'-3"

1/4"A"

T.O.S.SEE PLAN

DETAIL "A"1/4

3/8" x4" PLATE

1/43 SIDES

1/4

T.O.S.SEE PLAN

5"

5/16"x6"x6" PLATE

3/16

3/8" x4" x4" PLATE

NOTE:SEE 4/S4.01 FOR ITEMS SHOWN BUT NOT NOTED.

HALFEN SPINE

HALFEN CONSEAL LINTEL HORSEHOE PLATE 8" TYP. SPACING

TYP.3/8"

HALFEN STICHING RODS THROUGH MORTAR-FILLED CORES IN BRICKS

HSS6x6x1/4

C5x9

C5x9L3x

3x1/

4

L5x3x1/4 (LLV) ROLLED ARCH. ANGLE

L5x3x1/4 (LLV) ROLLED ARCH. ANGLE

FILL VOIDS WITH MORTAR

HALFEN SPINE

HALFEN MID-SPAN SUPPORTS FIELD WELDED TO STRUCTURAL STEEL

HSS, SEE PLAN

THREAD RODS W/ HEX NUTS & CHANNEL NUT

HALFEN MID-SPAN SUPPORTS

TYP.3/8"

L3x3x1/4

PROVIDE FRAMING SHOWN @ 5' - 0" O.C. AND AT ENDS

NOTES:1. ALL WELDS NOT SHOWN SHALL BE 3/16" FILLET ALL AROUND. 2. ARCHED ROLLED ANGLES MAY BE PAINTED WITH ZINC RICH PAINT (COLD GALVANIZED) IN LIEU OF HOT-DIPPED GALVANIZED.


HALFEN SPINE

HALFEN HEX BOLTS W/ HEX NUTS

HALFEN ENDSUPPORTS

BRICKS


HALFEN SPINE


HSS6x6

THREAD RODS W/ HEX NUTS & CHANNEL NUT

HALFEN MID-SPAN SUPPORTS

TYP.3/8"

C4x5.4

3/8" BENT PLATE OR ANGLE CURVED TO MATCH ARCH.

C4x5.4

C4x5.4

3/8" BENT PLATE OR ANGLE CURVED TO MATCH ARCH.

TYP.3/8"

1/2" 1/2"

HSS, SEE PLAN

L3x3x1

/4

L3x3x1/4

HALFEN SPINE


HALFEN MID-SUPPORTS

THREADED RODS W/ HEX NUTS & CHANNEL NUT


NOTES:1. ALL WELDS NOT SHOWN SHALL BE 3/16" FILLET ALL AROUND. 2. ARCHED ROLLED ANGLES MAY BE PAINTED WITH ZINC RICH PAINT (COLD GALVANIZED) IN LIEU OF HOT-DIPPED GALVANIZED.

PROVIDE FRAMING SHOWN @ 5' - 0" O.C. AND AT ENDS

L3x3X1/4

C4x5.4

W.P.

W.P.

W.P.

1' - 10"

HSS4x2x1/4

BEAM BY AVADEK

TUBE

TUBE

12' - 0"

T.O.S.SEE PLAN

1/4" CAP PLATE

HSS TUBE, SEE PLAN

1/4

1/4

1/4

NOT TO EXCEED 3'-3"

COORD. WITH CANOPY MNFR.

4"

CANOPY BY AVADEK

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Director

SHEET NO.


SHEET TITLE

PROJECT NO.

REVISIONS

ARCHITECT

Revision No.

Drawn By


Proj. Arch.

STRUCTURAL ENGINEER

Revision Date




Main Phone: 281.671.2300




Main Phone: 713.664.0130


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FRAMING DETAILS

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SCALE: N.T.S.1

HSS BEAM TO HSS COLUMN AT ENTRY(HSS ALIGNED WITH COLUMN CENTER LINE)

SCALE: N.T.S.5

TYPICAL DETAILTUBE BEAM TO TUBE COLUMN CONNECTION

SCALE: N.T.S.6

TYPICAL DETAILHSS BEAM TO HSS COLUMN CONNECTION

SCALE: 1" = 1'-0"3

TYPICAL DETAILHSS TO HSS MOMENT CONNECTION

SCALE: 3/4" = 1'-0"8MAIN ENTRY DETAIL

SCALE: 3/4" = 1'-0"4MAIN ENTRY DETAIL AT HANGER

SCALE: 1 1/2" = 1'-0"16

TYPICAL DETAILSPINE SYSTEM AT END SUPPORT

SCALE: 1 1/2" = 1'-0"7DETAIL AT CLASSROOM ARCH.

SCALE: 1 1/2" = 1'-0"14DETAIL AT CAFERTERIA ENTRANCE

1 ADDENDUM 1 11/14/2019

SCALE: 3/4" = 1'-0"9

DETAIL AT CANOPY SUPPORTAT MAIN ENTRANCE

1

1