Architect: MEP Engineer Mike Treadway, AIA Rick …€¦ · Houston, Texas 77057 o. 713.953.1985...

SITE AND BUILDING NEW CONSTRUCTION FOR:

08/22/2016: ISSUED FOR PRICING

EXTERIOR COOLER/FREEZER PROTOTYPE

Contact Information:Mike Treadway, AIAMike Treadway Architects, Inc.2400 Augusta Dr. Suite 100Houston, Texas 77057o. 713.953.1985

Rick Watson, PEPurtle + Associates, L.C.9441 Stevens Road, Suite 200Shreveport, LA 71106o. 318.425.4500

Architect: MEP Engineer

Eric DavisEric L. Davis Engineering, Inc.4710 Shavano Oak, Suite 101San Antonio, TX 78249o. 210.408.7091

Structural Engineer: MTA Mike Treadway Architects, IncArchitects

Eric L. Davis Engineering, IncStructural Engineers

MEP EngineersPurtle + Associates, L.C.

SCOPE ITEM

RESPONSIBILITY MATRIXPROVIDED BY: INSTALLED BY: REMARKS

BUSH'S CHICKEN RESTAURANT

Floor Plan -

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Copyright c 2016MTA MIKE TREADWAY ARCHITECT, INC.

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SmallPrototype

481216 Copyright c 2016MTA MIKE TREADWAY ARCHITECT, INC.

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INCOMPLETE DOCUMENTS - FORINTERIM REVIEW ONLY.THESE DOCUMENTS ARE NOTINTENDED FOR BIDDING, PERMIT,OR CONSTRUCTION PURPOSES.

PREP AREA

FREEZER

STORAGE

COOLER

THAW/COOLER

Concrete Slab

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& Wall CurbPlan

481620 12 Copyright c 2016MTA MIKE TREADWAY ARCHITECT, INC.

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Furniture Plan

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& OccupantLoad Analysis

12 8 4

PREP AREA

FREEZERSTORAGE

COOLER

THAW/COOLER


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Equipment

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Plan


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Reflected

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Ceiling Plan& Details

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Roof Plan& Details

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Enlarged

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Restroom Plan

917

7111519

8121620

& AccessibilityNotes


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WSENREMARKSCLG. HT.CEILINGBASEROOMNUMBER

ROOM FINISH SCHEDULE

ROOM NAME FLOORWALLS

MARK

EXTERIOR MATERIAL FINISH SCHEDULEMANUF / MODEL NO. DESCRIPTION LOCATIONS

FLOORS

INTERIOR MATERIAL FINISH SCHEDULE

BASE WALLS CEILINGS

TRIM / MISCELLANEOUS

Room Finish

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Schedule &

5

Partition Types

7

2

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SILLJAMBHEAD REMARKS

DOOR SCHEDULE SIZE

DOOR FRAMEMARK (W x H x Th) TYPE TYPE

DETAILS - RE: A5.02HRDWRSET

DOOR HARDWARE SCHEDULELOCATION DESCRIPTION

HDWRSET

Door & Window

2

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Schedules &Details

1

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51317

6

7


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Wall SectionsAnd Details

A6.0123 1

4820


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A6.024 3 2 1


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A6.033 2 1


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ExteriorElevations

A7.01

2

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9

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11


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MillworkDetails

A7.02

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STRAND MATERIAL LIST

Qty. Strand Mark (in) (in) (in)-10% Elongation +10%

1 S26 1 11/16" 1 7/8" 2 1/16"1 S37 2 7/16" 2 3/4" 3"1 S39 2 5/8" 2 7/8" 3 3/16"1 S40 2 11/16" 2 15/16" 3 1/4"9 S43 2 13/16" 3 1/8" 3 7/16"

10 S48 3 1/4" 3 9/16" 3 15/16"1 S75 5 1/8" 5 11/16" 6 1/4"1 S75 5 1/16" 5 5/8" 6 3/16"3 S77 5 1/4" 5 7/8" 6 7/16"8 S80 5 1/2" 6 1/16" 6 11/16"2 BS27 1 11/16" 1 7/8" 2 1/16"2 BS38 2 7/16" 2 3/4" 3"2 BS41 2 11/16" 2 15/16" 3 1/4"6 BS44 2 13/16" 3 1/8" 3 7/16"8 BS49 3 1/4" 3 9/16" 3 15/16"2 BS52 3 7/16" 3 13/16" 4 3/16"2 BS76 5 1/8" 5 11/16" 6 1/4"6 BS81 5 1/2" 6 1/16" 6 11/16"

Total Strand QuantityTotal Strand Length

EAFT

663640

CONCRETE CALCS.Slab AreaBeam DepthBeam VolumeSlab VolumeTotal Volume

SF"CYCYCY

Total Volume (+15%) CY

3306"VARIES

524193

107


Foundation Plan

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1

SYMBOL KEY

2

SIMPSON STHD10 or HTT5 HOLDDOWN

CS16 STRAPPING, 3' MINIMUM LENGTHATTACHED TO STUDS BOTH FLOORS

BRACED WALL PANEL - SEE DETAILS

BWL BRACED WALL LINE

DASHED LINE INDICATES STRUCTURALSHEATHING

BWL#1

BWL#3

BW

L#1

BW

L#2

BWL#2

11

11

1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

Shear Wall Plan

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55045SA

O X F

DONALD E. HERRERA

R E G I

ORP

EF S S N OI

STT EA

T E RED

LG

E NIN

E ER

ETSA


BUSH

'S C

HICK

EN

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GENERAL NOTES

COLUMN HEIGHT FROM8' TO 12' REQUIRES AMINIMUM EQUIVALENTOF 4"X4" LUMBER

COLUMN HEIGHT FROM12'-1" TO 20' REQUIRESA MINIMUM EQUIVALENTOF 6"X6" LUMBER

SCALE: NTS

BCS2-2/4BCS2-3/6

BASE PLATE

ABU44 OR AB44ABU66 OR AB66

5/8" ANCHOR BOLTEMBEDDED 6" INTOFOUNDATION. EPOXYALLYHREAD, WEDGE-ALLOR TIGHTEN HD

5/8" NUT

WASHER

EXISTINGFOUNDATION

16"

CONTINUOUS STRUCTURAL SHEATHING ON ONE FACEWITH A MAXIMUM HEIGHT OF 10' U.N.O.NAILED WITH 8d NAILES @ 6" O.C. AT PANEL EDGES,12" O.C. AT INTERIOR SUPPORTS.

2 x 4 STUDS MIN.

SECTION DETAILN.T.S.

16" TYP. 16" TYP.

VARIES16"VARIES

TYPICAL (ONE STORY) 2'-8" TO 4'-0" LENGTH 7/16" OSB STRUCTURALWOOD SHEATHING ON ONE FACE WITH A MAXIMUM HEIGHT OF 10'.NAILED PER 2012 IBC TABLE 2304.9.1 AND BLOCKED AT ALL EDGES.TWO ANCHOR BOLTS OR 3" PINS AND WASHERS SET BY POWERACTUATED TOOL SHALL BE INSTALLED AT QUARTER POINTS AS SHOWN.

HTT5 OR STHD102 x 4 STUDS

HOLDOWN ANCHORHTT5 OR STHD10

SECTION DETAIL (PLAN VIEW)N.T.S.

MIN. 7/16" OSB SHEATHINGON EXTERIOR FACE NAILEDWITH 8d NAILS @ 6" O.C.AT PANEL EDGES, 12" O.C.AT INTERIOR SUPPORTS

FOR PANEL SPLICE (IF NEEDED)ADJOINING PANEL EDGES SHALLMEET OVER AND BE FASTENEDTO COMMON FRAMING.

MINIMUM REINFORCING OFFOUNDATION. ONE #4 BARTOP AND BOTTOM OF FOOTING.REINFORCING SHALL BE LAPPED15 INCHES.

MINIMUM FOOTING SIZE UNDEROPENINGS 12"x12". A TURNED-DOWNSLAB SHALL BE PERMITTED AT DOOROPENINGS. REINFORCING SHALL BEAS SHOWN ABOVE.

HTT5 OR STHD10

SECTION DETAIL (EXTERIOR ELEVATION)N.T.S.

PANEL BLOCKING DETAIL

DOUBLE TOP PLATE TYP. 2X4 STUD

1-1/2" MIN. BLOCKING

SCALE: NTS

RAFTER TO TOP PLATE DETAIL

NAIL INTO BOTH TOP PLATES

SIMPSON H2.5A TIELOCATED EVERY

OTHER RAFTER

SCALE: NTS

PANEL CONNECTION DETAILAT FIRST & SECOND FLOORS

CONTINUOUS SHEATHING ACROSS TOPAND BOTTOM PLATES. SPACING AS

REQUIRED FOR SHEARWALL PANEL EDGES.

SCALE: NTS

1. REFERENCE ARCHITECTURAL DRAWINGS FOR STUD SIZES ANDDIMENSIONS.

2. ALL RAFTERS/LEDGERS, STUDS, HEADERS AND SHEATHING SHALL BENAILED IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODETABLE 2304.9.1, UNLESS OTHERWISE NOTED.

3. SHEARWALL SEGMENTS SHALL BE CONTINUOUS FROM THE MUDSILLTHROUGH THE DOUBLE TOP PLATE.

4. BRACE WALLS LESS THAN 2' IN WIDTH DO NOT REQUIRE BOLTS &WASHERS BETWEEN THE 2 INSTALLED HOLD DOWN STRAPS(HTT5/STHD10). PROVIDE 1-ANCHOR BOLT C/L OR 2-3" PINS AND WASHERS(SET @ 1/3 POINTS BY A POWDER ACTUATED TOOL) FOR BRACED WALLSFROM 2' TO 2'-8" OVERALL LENGTH.

5. MUDSILL AT ALL EXTERIOR WALLS SHALL BE ANCHORED TO THEFOUNDATION SLAB WITH 1/2" ANCHOR BOLTS EMBEDDED 7" INTO THESLAB AND SPACED 6'-0" O.C. MAX. OR SIMPSON STRONG-TIE MASAMUDSILL ANCHORS @ 6'-0" O.C..

6. WHERE RAFTERS MEET THE TOP PLATE OF EXTERIOR WALLS, INSTALLSIMPSON STRONG-TIE H2.5 ANCHORS AT EVERY OTHER RAFTER.ANCHORS WITH 445 LB. CAPACITY OR GREATER MAY BE USED AS ANALTERNATE.

7. ALL INTERIOR WALLS TO BE 1/2" SHEETROCK NAILED PER TABLE 2304.9.1OF THE 2012 IBC.

8. LET-IN BRACING MAY BE SUBSTITUTED WITH 4X8 STRUCTURALSHEATHING (RED T-PLY OR OSB) FROM TOP TO BOTTOM PLATE OR CS16X-BRACING.

9. ALL INTERIOR BRACED WALLS MUST BE ANCHORED TO THE FOUNDATIONUSING SIMPSON TITEN HD 1/2" ANCHOR BOLTS OR APPROVED EQUAL.

9.1. INSTALL TITEN HD ANCHOR BOLTS AT MAXIMUM SIX FEET ONCENTER, WITH MINIMUM 2-3/4" EMBEDMENT INTO FOUNDATION.

9.2. MINIMUM TWO BOLTS PER BRACED WALL SECTION, WITH ONEBOLT LOCATED NOT MORE THAN 12" OR LESS THAN SEVEN BOLTDIAMETERS FROM EACH END OF BRACED WALL SECTION.

NOTE: SIMPSON STHD10 OR HTT5 CAN BE

2

2

1

STANDARD COLUMN DETAIL

INSTALL CONTINUOUS 1"X4"WOOD OR APPROVED METALSTRAPPING AT MIN 45 TO MAX60 DEGREES WITH TWO 8D NAILSAT EACH STUD, TOP AND BOTTOMPLATES.

MAX STUD SPACING TO BE 16" O.C.

1X4 LET-IN BRACING DETAILSCALE: NTS

STRUCTURAL SHEATHINGIS CONSIDERED ONE OF THE FOLLOWING:

MIN 7/16" OSBRED THERMOPLYBLUE THERMOPLY

NOTE: FOR EXTERIOR SHEAR WALLANCHORING SEE GENERAL NOTE (5).

INTERIOR: SEE GENERALNOTE (9) OR MIN. 2 12" POWDERACTUATED PINS AND WASHERS@ 24" O.C.

NOTE: ALL SIMPSON PRODUCTS MAY BE SUBSTITUTED WITH

APPROVED EQUAL

Shear Wall

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Notes

MIN. 3"x11.25" NET HEADER

MSTC28 ON INTERIOR OF WALL

FASTEN TOP PLATE TO HEADER WITH TWOROWS OF 16d SINKER NAILS @ 3" O.C. TYP.

MIN. 7/16" OSB SHEATHINGON EXTERIOR FACE NAILEDWITH 8d NAILS @ 3" O.C.

PROVIDE SIMPSON HTT5 HOLD DOWNSWITH 5/8" ATR ANCHORS SET WITHEPOXY AND 6" MIN. EMBEDMENTOR SIMPSON STHD10 INSTALLED PERMANUFACTURER'S RECOMMENDATIONS.

MA

X H

EIG

HT

10'

MIN DBL STUDS

6' to 18'

EXTENT OF HEADER (SINGLE PORTAL FRAME)

EXTENT OF HEADER (DOUBLE PORTAL FRAME)

TYP. PORTAL FRAMECONSTRUCTION

FOR PANEL SPLICE(IF NEEDED), PANELEDGES SHALL BEBLOCKED, ANDOCCUR WITHIN24" OF MID-HEIGHT.ONE ROW OF TYP.SHEATHING-TO-FRAMING NAILINGIS REQ. IF 2xBLOCKING ISUSED, THE 2x'sMUST BE NAILEDTOGETHER WITH(3) 16d SINKERS

DIRECTION OF STRENGTH AXIS

ONE STORY: MIN WIDTH=16"FIRST OF TWO STORY: MIN WIDTH = 24" ORMIN WIDTH = 16" WITH FULL STRUCTURAL SHEATHING AT INTERIOR WALL

PORTAL FRAME (SINGLE AND DOUBLE)N.T.S.4 55045

SA

O X F

DONALD E. HERRERA

R E G I

ORP

EF SS N OI

STT EA

T E RED

LG

E N

IN E E

R

ETSA


BUSH

'S C

HICK

EN

Revision/Issues

KA

TY, T

X 7

7449

2031

5 FM

529

RO

AD


Ceiling and Roof

S1.05

Hou

ston

, Tex

as 7

7057

FA

X:

713

-953

-106

824

00 A

ugus

ta D

rive,

Sui

te 1

00

P

H:

713

-953

-198

5M

IKE

TREA

DW

AY

AR

CH

ITEC

T, IN

C.

Sheet Title

Project:Date:Drawn:

Sheet:Checked:

BUSH

'S C

HICK

EN

Plan

55045SA

O X F

DONALD E. HERRERA

R E G I

ORP

EF SS N OI

STT EA

T E RED

LG

ENIN

E ER

ETSA

Revision/Issues

KA

TY, T

X 7

7449

2031

5 FM

529

RO

AD

Architect: MEP Engineer Mike Treadway, AIA Rick …€¦ · Houston, Texas 77057 o. 713.953.1985...

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Transcript of Architect: MEP Engineer Mike Treadway, AIA Rick …€¦ · Houston, Texas 77057 o. 713.953.1985...