916 congress 916 holdings

LOCATION MAP N.T.S. CONTACT DIRECTORY

INDEX OF DRAWINGS

CODE REQUIREMENTS

BUILDING RENDERING

ARCHITECT

CONTACT:

CONTACT:

1601 s. mopac expresswaybarton skyway two, suite 100-d

austin, texas 78746512.306.9928

www.sixthriver.com

sixthriverarchitects

PROJECT NUMBER:

DRAWING DATE:

DRAWING TITLE:

SHEET NUMBER:

copyright 2014 sixthriverarchtects

ISSUES:

DRAWN BY: PM:

6/3/2015 8:03:07 AM

916 CONGRESS

916 CONGRESS AVE.AUSTIN, TX 78701

ISSUE FOR CONSTRUCTION

TREY WATSON

SIXTHRIVER ARCHITECTS3601 S. CONGRESS AVEAUSTIN, TEXAS 78704P: (512) 306-9928F: (512) 306-7928E: [email protected]

THOMAS BOES

09/26/14

916 HOLDINGS

13231

COVER SHEET

A-COV

916

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8701

09/26/14 ISSUE FOR CONSTRUCTION

JDH JBL

SHEET INDEX

Sheet Number Sheet Name

A-COV COVER SHEET

ARCHITECTURAL SHEETS


A0.01 GENERAL NOTESA0.02 TAS NOTESA0.03 U.L. PENETRATION DETAILSA1.01 SITE PLANA2.01 1ST & 2ND LEVEL FLOOR PLANSA2.02 3RD & 4TH LEVEL FLOOR PLANSA2.03 5TH & 6TH LEVEL FLOOR PLANSA2.04 WINDOW TYPESA2.05 DOOR & FRAME TYPESA2.06 WALL TYPESA3.01 ENLARGED PLANSA4.01 ROOF LEVEL PLANA5.01 BUILDING ELEVATIONSA5.02 BUILDING ELEVATIONSA6.01 BUILDING SECTIONSA6.02 BUILDING SECTIONSA6.03 WALL SECTIONSA6.04 WALL SECTIONSA6.05 ENLARGED ELEVATIONS / WALL SECTIONSA6.06 ENLARGED ELEVATIONS / WALL SECTIONSA6.07 SECTION DETAILSA6.08 SECTION DETAILSA6.09 SECTION DETAILSA6.10 SECTION DETAILSA6.11 SECTION DETAILSA7.01 PLAN DETAILSA7.02 PLAN DETAILSA8.01 STAIR, PLAN, AND SECTIONSA8.02 STAIR, PLAN, AND SECTIONSA9.01 REFLECTED CEILING PLAN & DETAILSA9.02 REFLECTED CEILING PLAN & DETAILSA10.01 FINISH PLANSA10.02 FINISH PLANSA11.01 INTERIOR ELEVATIONS - RESTROOMSA11.02 INTERIOR ELEVATIONS - RESTROOMSA11.03 INTERIOR ELEVATIONS - LOBBIES

2012 INTERNATIONAL BUILDING CODETX ACCESSIBILITY STANDARDS2012 UNIFORM PLUMBING CODE2011 NATIONAL ELECTRIC CODE2012 INTERNATIONAL MECHANICAL CODE2012 INTERNATIONAL FIRE CODE2012 INTERNATIONAL ENERGY CONSERVATION CODE

OCCUPANCY CLASSIFICATION: A2 TYPE 1BFULLY - SPRINKLEDNEW CONSTRUCTION OF EXTERIOR SHELL & CORE16,077 SF OF NEW BUILDING

JURISDICTION: AUSTIN, TEXASTRAVIS COUNTY

OWNER

MEP ENGINEERBAY AND ASSOCIATES8217 SHOAL CREEKSuite 100Austin, TX 78757P: (512) 407-9011F: (512) 407-8287

CONTACT: CHAD BLACK

STRUCTURAL ENGINEER

CARDNO HAYNES WHALEY5113 SOUTHWEST PARKWAYSUITE 295AUSTIN, TEXAS 78735P: (512) 306-9669F: (512) 306-9779

CONTACT: BRIAN SAYRE, P.E.

W CAPITAL PARTNERS515 CONGRESS AV.SUITE 1400AUSTIN, TEXAS 78701P: (512) 330.9723

ELECTRICAL SHEETS

SHEET NUMBER SHEET NAME

E0.0 ELECTRICAL COVER SHEETE2.1 1ST & 2ND LEVEL ELECTRICAL PLANE2.2 3RD & 4TH LEVEL ELETRICAL PLANE2.3 5TH, 6TH LEVEL & ROOF ELECTRICAL PLANE4.1 ELECTRICAL RISER DIAGRAME4.2 PANEL SCHEDULES

STRUCTURAL SHEETS


S0.01 EXISTING WALL BRACING PLANS & DETAILSS1.01 STRUCTURAL NOTESS1.02 SPECIAL INSPECTIONSS2.01 FOUNDATION & 2ND FLOOR FRAMING PLANSS2.02 3RD & 4TH FLOOR FRAMING PLANSS2.03 5TH & 6TH FLOOR FRAMING PLANSS2.04 ROOF FRAMING PLANS3.01 FOUNDATION DETAILSS3.02 FOUNDATION DETAILSS4.01 FRAMING DETAILSS4.02 FRAMING DETAILSS4.10 FRAMING DETAILS

CONTRACTORBURT WATTS2111 KRAMER LN.SUITE 100Austin, TX 78758P: (512) 275-0881F: (512) 925-6031

CONTACT: JERRY DOLLAR

MECHANICAL SHEETS


M0.0 M0.0 - MECHANICAL COVER SHEETM2.1 1ST & 2ND LEVELS MECHANICAL PLANM2.2 3RD & 4TH LEVELS MECHANICAL PLANM2.3 5TH & 6TH LEVELS & ROOF MECHANICAL PLANM3.1 MECHANICAL SCHEDULESM3.2 MECHANICAL PIPE SCHEMATICM4.1 MECHANICAL DETAILSM4.2 MECHANICAL DETAILS

PLUMBING SHEETS


P0.0 PLUMBING COVER SHEETP2.1 1ST & 2ND LEVEL PLUMBING PLANSP2.2 3RD & 4TH LEVEL PLUMBING PLANSP2.3 5TH & 6TH LEVEL PLUMBING PLANSP2.4 ROOF LEVEL PLUMBING PLANP3.1 PLUMBING RISER DIAGRAMP3.2 PLUMBING RISER DIAGRAMP4.1 PLUMBING SCHEDULES AND DETAILS

CIVIL SHEETS


01 CIVIL COVER SHEET02 CIVIL GENERAL NOTES03 EXISTING SITE & DEMOLITION PLAN04 SITE PLAN05 EROSION CONTROL PLAN06 GRADING & DRAINAGE PLAN07 UTILITY PLAN

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Revisions

Date # Description

03/26/15 1 Permit Comment Response06/02/15 2 Permit Comment Response

PE

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5

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2

A B C D E F G

1

2

B.3

1.5

C.3 E.7

1.8

1.2

HSS

12X1

2X5/

16 [1

8]

EXISTING WALL

5"Ø STD PIPE HORIZONTAL BRACE@ 5'-0" MAX. BYOTHERS(SIZE AND SPACING PROVIDED FOR PRICING. ALTERNATEDESIGNS BY BRACING ENGINEER MAY BE ACCEPTABLEAND SHALL BE REVIEWED BY CHW)LOCATE BRACING ELEVATION WITH 18" OF EXISTINGSECOND FLOOR DIAPHRAGM.

BRACING AND DEADMEN BYOTHERS, REF 1/S0.01.

1S0.01

A B C D E F G

1

2

B.3

1.5

E.7

1.8

1.2

EXISTING WALL

5"Ø STD PIPE HORIZONTAL BRACE@ 5'-0" MAX. BYOTHERS(SIZE AND SPACING PROVIDED FOR PRICING. ALTERNATEDESIGNS BY BRACING ENGINEER MAY BE ACCEPTABLEAND SHALL BE REVIEWED BY CHW)LOCATE BRACING ELEVATION WITHIN 18" OF EXISTINGTHIRD FLOOR / ROOF DIAPHRAGM.

BRACING AND DEADMEN BYOTHERS, REF 1/S0.01.

1S0.01

PROVIDE ADDITIONAL BRACING AT EXISTINGWALL WITHIN 18" OF EXISTING ROOF DIAPHRAGMWHERE EXISTING THIRD FLOOR OCCURS

6'-6

"7'

-0"

6'-6

"

1S0.01

CONT. HSSREF. A/S0.01

EXISTING DEMIZING WALL AND CONCRESS AVE HISORIC FAÇADE BRACING SEQUENCE:

1. DOCUMENT PRE-CONSTRUCTION CONDITION OF BOTH SIDES OF EXISTING DEMIZING WALLS AND CONCRESS AVE HISORICFAÇADE. NOTE ANY VISIBLE CRACKS, LOOSE ROCKS, OR ANY OTHER VISIBLE DISTRESS IN THE WALL OR ADJACENT PROPERTYSLAB ON GRADE.

2. INSTALL NEW STEEL BRACING BEAMS AS SHOWN ON A & B/S0.01 AT CONGRESS AVE HISTORIC FAÇADE.

3. PROVIDE TEMPORARY FLOOR SUPPORT POST SHORES TO ALLOW REMOVAL OF EXISTING STUD WALLS.

4. AT CONGRESS AVENUE HISTORIC FAÇADE, PROVIDE TEMPORARY STEEL BRACING FROM HSS BRACING BEAMS TO DEADMAN ATSPACING INDICATED ON A/S0.01 AND B/S0.01. AT EXISTING DEMIZING WALLS, INSTALL 5"Ø STD PIPE HORIZ. BRACING @ 5'-0" O.C.

MAX.

5. PROVIDE WATER RESISTANT PROTECTION TO EXISTING WALLS (REF. ARCH.).

6. PERFORM SELECTIVE DEMOLITION OF EXISTING STRUCTURE. (DEMOLITION BY GENERAL CONTRACTOR)

7. INSTALL NEW FOUNDATIONS, COLUMNS, AND 2ND & 3RD FLOOR FRAMING. PROVIDE DECK LEAVE-OUTS AT BRACE LOCATIONS ASREQUIRED.

8. CONNECT STEEL BRACING MEMBERS TO NEW STRUCTURE AS INDICATED ON DETAILS CUT ON NEW CONSTRUCTION PLAN.

9. TEMPORARY BRACING MAY BE REMOVED AFTER ELEVATED COMPOSITE FLOORS AT 2ND & 3RD FLOORS HAS BEEN POURED ANDCURED FOR A MINIMUM OF 7 DAYS.

10. CAST CONCRETE AT BRACE BLOCKOUTS IN COMPOSITE DECKS AS NEEDED.

NOTES:

• CRACKING OF MORTAR JOINTS AND LOOSENING OF RUBBLE MAY OCCUR DURING INSTALLATION OF ADHESIVE ANCHORS IN EXISTINGRUBBLE WALL. THE CONTRACTOR SHALL ADD A BID CONTINGENCY TO REPOINT JOINTS ON BOTH SIDES OF THE EXISTING WALLWHERE EXPOSED IN FINAL CONDITION.

• DRILLING OF HOLES OR THE EPOXY ANCHORS SHALL BE PERFORMED WITH A DIAMOND TIPPED DRILL BIT USING THE "DRILL" SETTING.HAMMER DRILL FUNCTION SHALL NOT BE USED ON THE EXISTING RUBBLE WALL.

• EPOXY ANCHORS SHALL NOT BE INSTALLED IN MORTAR JOINTS. ANCHORS MUST BE INSTALLED AT LEAST 1-INCH CLEAR OF ANYMORTAR JOINT. ALL ANCHOR LOCATIONS SHALL BE LAID OUT PRIOR TO INSTALLATION AND OBSERVED BY CARDNO HAYNES WHALEY(CHW). IT SHOULD BE ANTICIPATED THAT SOME CONNECTION ANGLE SIZES AND SLOTTED HOLE LOCATIONS WILL BE FIELD REVISEDBASED ON THE ANCHOR LAYOUT.

• DESIGN ANCHOR CAPACITY IS BASED ON FIELD TESTS PERFORMED BY HILTI. CONTACT CHW FOR TEST RESULTS.

• FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS INDICATED ON THIS SHEET. NOTIFY CHW OF ANY DISCREPANCIES PRIOR TO ANYCONSTRUCTION.

• CONTRACTOR SHALL SUBMIT BRACING SHOP DRAWINGS AND CALCULATIONS FOR BRACING MEMBERS, CONNECTIONS ANDASSEMBLY PREPARED AND SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF TEXAS FOR HWA REVIEW, PRIOR TOFABRICATION AND CONSTRUCTION.

LEVEL 3 T.O.C.EL. = 130'-1"

LEVEL 2 T.O.C.EL. = 116'-4"

EXISTING FINISH FLOOREL. = 100'-0"

CONT. HSSREF. B/S0.01

G

FIELD VERIFYVARIES

+/-16,000#

+/-16,000#

S0.012

SUPPORT WALL ABOVE FORCOLUMN REPLACEMENT

6 1/

2"

FIEL

D V

ERIF

Y8'

-3"

FIEL

D V

ERIF

Y13

'-9"

FIEL

D V

ERIF

Y16

'-4"

CORNICEEL. = 138'-4"

6 1/

2"

CONT. WT12X52

+/-14,000#

S0.012

S0.013

FUTURE FOUNDATIONELEMENTS

3/8" MIN. KNIFEPL., TYP.

DEADMAN BYOTHERS

HSS BEAM,REF. B/S0.01

L6X6X3/8X0'-8" T & BAT A MAX. SPACINGOF 5'-0" AND LESSTHAN 1'-6" FROMTHE END OF THEWALL WITH (2) 11/2" LONG VERT.SLOTTED HOLES,TYP.

T.O.S. EL.REF. PLAN

4" M

AX.

2" M

IN.

EXISTING HISTORICMASONRY WALL

SHIM WITH WASHERS ASREQUIRED TO FACE OFEXISTING WALL

GROUT BEHIND ENTIRE ANGLEWITH NON-SHRINK GROUT, TYP.

1/43 SIDES

2

2

8 TYP.

T.O.S. ELEV.REF A & B/S0.01

G

PLANREF.

VARIES

3" MAX1" MIN

(2) 3/4"Ø THREADED RODS SET 9"INTO EXISTING HISTORIC MASONRYWALL WITH HILTI HIT-HY 70 HYBRIDADHESIVE ANCHORING INSTALLEDWITH SCREEN.

1 1/2" 5" 1 1/2"

CONT. WT BEAMREF. 1/S0.01(GALV.)

T.O. PARAPETVERIFY IN FIELD

EXISTING HISTORICMASONRY WALL

SHIM WITH WASHERS ASREQUIRED TO FACE OFEXISTING WALL

GROUT BEHIND ENTIRE ANGLEWITH NON-SHRINK GROUT, TYP.

T.O.S. ELEV.REF C/S0.01

G

VARIES

(2) 3/4"Ø THREADED RODS SET 9"INTO EXISTING HISTORIC MASONRYWALL WITH HILTI HIT-HY 70 HYBRIDADHESIVE ANCHORING INSTALLEDWITH SCREEN.

12" M

IN.

1"

7"

4"

7" M

IN.

WT6X20X1'-4" @ 5'-0" O.C. MAX. (GALV.)(1'-6" MAX FROM ENDS OF EXISTING WALL)PROVIDE (2) 2" LONG VERT. SLOTTED HOLES.

4"

1 1/2" 5" 1 1/2"

3/16

3/16

1/4

L5x3 1/2x 3/8 CONT.(GALV.)

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101717BRIAN LEE SAYRE

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PROJECT NUMBER:

DRAWING DATE:

DRAWING TITLE:

SHEET NUMBER:

copyright 2014 sixthriverarchtects

ISSUES:

1601 s. mopac expresswaybarton skyway two, suite 100-d

austin, texas 78746512.306.9928

www.sixthriver.com

DRAWN BY: PM:

sixthriverarchitects

09-26-14

Texas Firm Registration No. F-15712CHW Project No. 2013-0269-00

Cardno Haynes Whaley5113 Southwest Parkway, Suite 295Austin, Texas 78735512-306-9669Fax 512-306-9779

9/29/2014 6:06:48 PM

2013-0269-00

EXISTING WALLBRACING PLANS AND

DETAILS

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Author Checker

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

A LEVEL 2 EXISTING WALL BRACING PLAN

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

B LEVEL 3 EXISTING WALL BRACING PLAN

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

1 SECTION AND NOTES AT EXISTING DEMISING WALL BRACINGSCALE: 1 1/2" = 1'-0"

2 TYPICAL BEARING SURFACE PREPARATION AT HSS BEAMSSCALE: 1 1/2" = 1'-0"

3 TYPICAL BEARING SURFACE PREPARATION AT WT BEAMRevisions

Date # Description

09.26.14 CONSTRUCTION DOCUMENTS

916 congress 916 holdings

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