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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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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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INCOMPLETE DOCUMENTS - FORINTERIM REVIEW ONLY.THESE DOCUMENTS ARE NOTINTENDED FOR BIDDING, PERMIT,OR CONSTRUCTION PURPOSES.
Furniture Plan
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& OccupantLoad Analysis
12 8 4
PREP AREA
FREEZERSTORAGE
COOLER
THAW/COOLER
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INCOMPLETE DOCUMENTS - FORINTERIM REVIEW ONLY.THESE DOCUMENTS ARE NOTINTENDED FOR BIDDING, PERMIT,OR CONSTRUCTION PURPOSES.
Equipment
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Plan
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Reflected
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Ceiling Plan& Details
4812
20
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48
17
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Roof Plan& Details
11 A2.20
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1
2
ExteriorElevations
A3.01
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1
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A3.02
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INCOMPLETE DOCUMENTS - FORINTERIM REVIEW ONLY.THESE DOCUMENTS ARE NOTINTENDED FOR BIDDING, PERMIT,OR CONSTRUCTION PURPOSES.
Enlarged
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Restroom Plan
917
7111519
8121620
& AccessibilityNotes
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INCOMPLETE DOCUMENTS - FORINTERIM REVIEW ONLY.THESE DOCUMENTS ARE NOTINTENDED FOR BIDDING, PERMIT,OR CONSTRUCTION PURPOSES.
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
11 A5.01
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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
3
4
51317
6
7
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Wall SectionsAnd Details
A6.0123 1
4820
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Hou
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Wall SectionsAnd Details
A6.024 3 2 1
48121620 Copyright c 2016MTA MIKE TREADWAY ARCHITECT, INC.
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Hou
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Copyright c 2016MTA MIKE TREADWAY ARCHITECT, INC.
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Wall SectionsAnd Details
A6.033 2 1
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Hou
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1
ExteriorElevations
A7.01
2
3
9
10
11
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INCOMPLETE DOCUMENTS - FORINTERIM REVIEW ONLY.THESE DOCUMENTS ARE NOTINTENDED FOR BIDDING, PERMIT,OR CONSTRUCTION PURPOSES.
Hou
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1
MillworkDetails
A7.02
2
3
5
6
7
9
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INCOMPLETE DOCUMENTS - FORINTERIM REVIEW ONLY.THESE DOCUMENTS ARE NOTINTENDED FOR BIDDING, PERMIT,OR CONSTRUCTION PURPOSES.
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
Copyright c 2015MTA MIKE TREADWAY ARCHITECT, INC.
Foundation Plan
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S1.02
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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
Copyright c 2016MTA MIKE TREADWAY ARCHITECT, INC.
BUSH
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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
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R E G I
ORP
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T E RED
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ETSA
Copyright c 2016MTA MIKE TREADWAY ARCHITECT, INC.
BUSH
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Revision/Issues
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5 FM
529
RO
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Copyright c 2016MTA MIKE TREADWAY ARCHITECT, INC.
Ceiling and Roof
S1.05
Hou
ston
, Tex
as 7
7057
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X:
713
-953
-106
824
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ta D
rive,
Sui
te 1
00
P
H:
713
-953
-198
5M
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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