SITE AND BUILDING NEW CONSTRUCTION FOR: BUSH'S CHICKEN RESTAURANT EXTERIOR COOLER/FREEZER PROTOTYPE. Contact Information:
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1 SITE AND BUILDING NEW CONSTRUCTION FOR: RESPONSIBILITY MATRIX SCOPE ITEM PROVIDED BY: INSTALLED BY: REMARKS BUSH'S CHICKEN RESTAURANT EXTERIOR COOLER/FREEZER PROTOTYPE Contact Information: Architect: Mike Treadway, AIA Mike Treadway Architects, Inc Augusta Dr. Suite 00 Houston, Texas o Structural Engineer: Eric Davis Eric L. Davis Engineering, Inc. 470 Shavano Oak, Suite 0 San Antonio, TX o MEP Engineer Rick Watson, PE Purtle + Associates, L.C. 944 Stevens Road, Suite 200 Shreveport, LA 706 o Architects MTA Mike Treadway Architects, Inc Structural Engineers Eric L. Davis Engineering, Inc 08/22/206: ISSUED FOR PRICING MEP Engineers Purtle + Associates, L.C.
2 Houston, Texas FAX: Augusta Drive, Suite 00 PH: Revision/Issues Copyright c 206 MTA EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE 6 Copyright INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Floor Plan - Small Prototype A2.0
3 PREP AREA STORAGE THAW/ COOLER Houston, Texas FAX: Augusta Drive, Suite 00 PH: COOLER FREEZER Revision/Issues Copyright c 206 MTA EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE Copyright 8 4 INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Concrete Slab & Wall Curb Plan A2.02
4 2 8 4 Houston, Texas FAX: Augusta Drive, Suite 00 PH: Revision/Issues Copyright c MTA MTA MIKE INC. EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE PREP AREA STORAGE THAW/ COOLER COOLER FREEZER INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Furniture Plan & Occupant Load Analysis A2.03
5 Houston, Texas FAX: Augusta Drive, Suite 00 PH: Revision/Issues INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Copyright c MTA MTA MIKE INC. EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE Equipment Plan A2.04
6 Houston, Texas FAX: Augusta Drive, Suite 00 PH: Revision/Issues Copyright c MTA MTA MIKE INC. EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Reflected Ceiling Plan & Details A2.0
7 Revision/Issues Copyright c 206 MTA Houston, Texas FAX: Augusta Drive, Suite 00 PH: EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Roof Plan & Details A2.20
8 Revision/Issues Copyright c 206 MTA Houston, Texas FAX: Augusta Drive, Suite 00 PH: EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE 2 INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Exterior Elevations A3.0
9 Revision/Issues Copyright c 206 MTA Houston, Texas FAX: Augusta Drive, Suite 00 PH: EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE 2 INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Exterior Elevations A3.02
10 Houston, Texas FAX: Augusta Drive, Suite 00 PH: Revision/Issues Copyright c 206 MTA EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Enlarged Restroom Plan & Accessibility Notes A4.0
11 ROOM FINISH SCHEDULE Revision/Issues ROOM NUMBER ROOM NAME FLOOR BASE N WALLS E S W CEILING CLG. HT. REMARKS INTERIOR MATERIAL FINISH SCHEDULE FLOORS BASE WALLS CEILINGS 4 Copyright INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Copyright c 206 MTA TRIM / MISCELLANEOUS EXTERIOR MATERIAL FINISH SCHEDULE MARK MANUF / MODEL NO. DESCRIPTION LOCATIONS EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE Augusta Drive, Suite 00 PH: Houston, Texas FAX: Room Finish Schedule & Partition Types 5 A5.0
12 DOOR SCHEDULE DOOR FRAME MARK SIZE (W x H x Th) TYPE TYPE HRDWR SET DETAILS - RE: A5.02 HEAD JAMB SILL REMARKS Revision/Issues 4 DOOR HARDWARE SCHEDULE HDWR SET LOCATION DESCRIPTION INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. 8 Copyright c 206 MTA 2400 Augusta Drive, Suite 00 PH: Houston, Texas FAX: EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE Door & Window Schedules & Details A5.02
13 Revision/Issues Copyright c 206 MTA Houston, Texas FAX: Augusta Drive, Suite 00 PH: EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Wall Sections And Details A6.0
14 Revision/Issues Copyright c 206 MTA Houston, Texas FAX: Augusta Drive, Suite 00 PH: EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Wall Sections And Details A6.02
15 Revision/Issues Copyright c 206 MTA Houston, Texas FAX: Augusta Drive, Suite 00 PH: EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE 3 2 INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Wall Sections And Details A6.03
16 Revision/Issues Copyright c 206 MTA Houston, Texas FAX: Augusta Drive, Suite 00 PH: EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Exterior Elevations A7.0
17 Revision/Issues Copyright c 206 MTA Houston, Texas FAX: Augusta Drive, Suite 00 PH: EXTERIOR 2035 COOLER/FREEZER FM 529 ROAD PROTOTYPE INCOMPLETE DOCUMENTS - FOR INTERIM REVIEW ONLY. THESE DOCUMENTS ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Millwork Details A7.02
18 Revision/Issues STRAND MATERIAL LIST -0% Elongation +0% Qty. Strand Mark (in) (in) (in) S26 /6" 7/8" 2 /6" S37 2 7/6" 2 3/4" 3" S39 2 5/8" 2 7/8" 3 3/6" S40 2 /6" 2 5/6" 3 /4" 9 S43 2 3/6" 3 /8" 3 7/6" 0 S48 3 /4" 3 9/6" 3 5/6" S75 5 /8" 5 /6" 6 /4" S75 5 /6" 5 5/8" 6 3/6" 3 S77 5 /4" 5 7/8" 6 7/6" 8 S80 5 /2" 6 /6" 6 /6" 2 BS27 /6" 7/8" 2 /6" 2 BS38 2 7/6" 2 3/4" 3" 2 BS4 2 /6" 2 5/6" 3 /4" 6 BS44 2 3/6" 3 /8" 3 7/6" 8 BS49 3 /4" 3 9/6" 3 5/6" 2 BS52 3 7/6" 3 3/6" 4 3/6" 2 BS76 5 /8" 5 /6" 6 /4" 6 BS8 5 /2" 6 /6" 6 /6" Total Strand Quantity Total Strand Length EA FT CONCRETE CALCS. Slab Area Beam Depth Beam Volume Slab Volume Total Volume Total Volume (+5%) 3306 SF "VARIES" 52 CY 4 CY 93 CY 07 CY Copyright c 205 MTA 2400 Augusta Drive, Suite 00 PH: Houston, Texas FAX: FM 529 ROAD Foundation Plan S.0
19 Revision/Issues Copyright c 205 MTA Houston, Texas FAX: Augusta Drive, Suite 00 PH: FM 529 ROAD S.02
20 Revision/Issues SYMBOL KEY SIMPSON STHD0 or HTT5 HOLDDOWN 2 CS6 STRAPPING, 3' MINIMUM LENGTH ATTACHED TO STUDS BOTH FLOORS BWL BRACED WALL PANEL - SEE DETAILS BRACED WALL LINE DASHED LINE INDICATES STRUCTURAL SHEATHING Copyright c 206 MTA BWL #2 BUSH'S CHICKEN 2035 FM 529 ROAD BWL # 2400 Augusta Drive, Suite 00 PH: Houston, Texas FAX: Shear Wall Plan ST ATE O F X TE AS BWL # BWL #2 BWL #3 P R O DONALD E. HERRERA F E S S R E G I I ON S A T E RE D L G E N E ER IN S.03
21 Revision/Issues GENERAL NOTES 6" TYP. 6" 6" TYP. CONTINUOUS STRUCTURAL SHEATHING ON ONE FACE WITH A MAXIMUM HEIGHT OF 0' U.N.O. NAILED WITH 8d 6" O.C. AT PANEL EDGES, 2" O.C. AT INTERIOR SUPPORTS. SECTION DETAIL N.T.S. DOUBLE TOP PLATE -/2" MIN. BLOCKING PANEL BLOCKING DETAIL SCALE: NTS SIMPSON H2.5A TIE LOCATED EVERY OTHER RAFTER TYP. 2X4 STUD RAFTER TO TOP PLATE DETAIL SCALE: NTS NAIL INTO BOTH TOP PLATES 2 x 4 STUDS MIN. HTT5 OR STHD0 2 HTT5 OR STHD0 SECTION DETAIL (EXTERIOR ELEVATION) N.T.S. 5/8" NUT WASHER VARIES 6" VARIES HTT5 OR STHD0 HOLDOWN ANCHOR TYPICAL (ONE STORY) 2'-8" TO 4'-0" LENGTH 7/6" OSB STRUCTURAL WOOD SHEATHING ON ONE FACE WITH A MAXIMUM HEIGHT OF 0'. NAILED PER 202 IBC TABLE AND BLOCKED AT ALL EDGES. TWO ANCHOR BOLTS OR 3" PINS AND WASHERS SET BY POWER ACTUATED TOOL SHALL BE INSTALLED AT QUARTER POINTS AS SHOWN. 2 SECTION DETAIL (PLAN VIEW) N.T.S. BCS2-2/4 BCS2-3/6 COLUMN HEIGHT FROM 8' TO 2' REQUIRES A MINIMUM EQUIVALENT OF 4"X4" LUMBER COLUMN HEIGHT FROM 2'-" TO 20' REQUIRES A MINIMUM EQUIVALENT OF 6"X6" LUMBER BASE PLATE ABU44 OR AB44 ABU66 OR AB66 2 x 4 STUDS MIN. 7/6" OSB SHEATHING ON EXTERIOR FACE NAILED WITH 8d 6" O.C. AT PANEL EDGES, 2" O.C. AT INTERIOR SUPPORTS FOR PANEL SPLICE (IF NEEDED) ADJOINING PANEL EDGES SHALL MEET OVER AND BE FASTENED TO COMMON FRAMING. MINIMUM REINFORCING OF FOUNDATION. ONE #4 BAR TOP AND BOTTOM OF FOOTING. REINFORCING SHALL BE LAPPED 5 INCHES. MINIMUM FOOTING SIZE UNDER OPENINGS 2"x2". A TURNED-DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS. REINFORCING SHALL BE AS SHOWN ABOVE. MAX HEIGHT 0' X4 LET-IN BRACING DETAIL SCALE: NTS INSTALL CONTINUOUS "X4" WOOD OR APPROVED METAL STRAPPING AT MIN 45 TO MAX 60 DEGREES WITH TWO 8D NAILS AT EACH STUD, TOP AND BOTTOM PLATES. MAX STUD SPACING TO BE 6" O.C. STRUCTURAL SHEATHING NOTE: FOR EXTERIOR SHEAR WALL ANCHORING SEE GENERAL NOTE (5). INTERIOR: SEE GENERAL NOTE (9) OR MIN. 2 2" POWDER ACTUATED PINS AND 24" O.C. IS CONSIDERED ONE OF THE FOLLOWING: MIN 7/6" OSB RED THERMOPLY BLUE THERMOPLY MIN. 3"x.25" NET HEADER 6' to 8' FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 6d SINKER 3" O.C. TYP. MSTC28 ON INTERIOR OF WALL MIN. 7/6" OSB SHEATHING ON EXTERIOR FACE NAILED WITH 8d 3" O.C. PROVIDE SIMPSON HTT5 HOLD DOWNS WITH 5/8" ATR ANCHORS SET WITH EPOXY AND 6" MIN. EMBEDMENT OR SIMPSON STHD0 INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. EXTENT OF HEADER (DOUBLE PORTAL FRAME) EXTENT OF HEADER (SINGLE PORTAL FRAME) ONE STORY: MIN WIDTH=6" FIRST OF TWO STORY: MIN WIDTH = 24" OR MIN WIDTH = 6" WITH FULL STRUCTURAL SHEATHING AT INTERIOR WALL DIRECTION OF STRENGTH AXIS MIN DBL STUDS. REFERENCE ARCHITECTURAL DRAWINGS FOR STUD SIZES AND DIMENSIONS. 2. ALL RAFTERS/LEDGERS, STUDS, HEADERS AND SHEATHING SHALL BE NAILED IN ACCORDANCE WITH THE 202 INTERNATIONAL BUILDING CODE TABLE , UNLESS OTHERWISE NOTED. 3. SHEARWALL SEGMENTS SHALL BE CONTINUOUS FROM THE MUDSILL THROUGH 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/STHD0). PROVIDE -ANCHOR BOLT C/L OR 2-3" PINS AND WASHERS /3 POINTS BY A POWDER ACTUATED TOOL) FOR BRACED WALLS FROM 2' TO 2'-8" OVERALL LENGTH. 5. MUDSILL AT ALL EXTERIOR WALLS SHALL BE ANCHORED TO THE FOUNDATION SLAB WITH /2" ANCHOR BOLTS EMBEDDED 7" INTO THE SLAB AND SPACED 6'-0" O.C. MAX. OR SIMPSON STRONG-TIE MASA MUDSILL 6'-0" O.C.. 6. WHERE RAFTERS MEET THE TOP PLATE OF EXTERIOR WALLS, INSTALL SIMPSON STRONG-TIE H2.5 ANCHORS AT EVERY OTHER RAFTER. ANCHORS WITH 445 LB. CAPACITY OR GREATER MAY BE USED AS AN ALTERNATE. 7. ALL INTERIOR WALLS TO BE /2" SHEETROCK NAILED PER TABLE OF THE 202 IBC. 8. LET-IN BRACING MAY BE SUBSTITUTED WITH 4X8 STRUCTURAL SHEATHING (RED T-PLY OR OSB) FROM TOP TO BOTTOM PLATE OR CS6 X-BRACING. 9. ALL INTERIOR BRACED WALLS MUST BE ANCHORED TO THE FOUNDATION USING SIMPSON TITEN HD /2" ANCHOR BOLTS OR APPROVED EQUAL. 9.. INSTALL TITEN HD ANCHOR BOLTS AT MAXIMUM SIX FEET ON CENTER, WITH MINIMUM 2-3/4" EMBEDMENT INTO FOUNDATION MINIMUM TWO BOLTS PER BRACED WALL SECTION, WITH ONE BOLT LOCATED NOT MORE THAN 2" OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF BRACED WALL SECTION. NOTE: SIMPSON STHD0 NOTE: ALL SIMPSON PRODUCTS OR HTT5 CAN BE MAY BE SUBSTITUTED WITH APPROVED EQUAL TYP. PORTAL FRAME CONSTRUCTION FOR PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID-HEIGHT. ONE ROW OF TYP. SHEATHING-TO- FRAMING NAILING IS REQ. IF 2x BLOCKING IS USED, THE 2x's MUST BE NAILED TOGETHER WITH (3) 6d SINKERS Copyright c 206 MTA 2400 Augusta Drive, Suite 00 PH: Houston, Texas FAX: BUSH'S CHICKEN 2035 FM 529 ROAD Shear Wall Notes CONTINUOUS SHEATHING ACROSS TOP AND BOTTOM PLATES. SPACING AS REQUIRED FOR SHEARWALL PANEL EDGES. PANEL CONNECTION DETAIL AT FIRST & SECOND FLOORS SCALE: NTS EXISTING FOUNDATION SCALE: NTS 5/8" ANCHOR BOLT EMBEDDED 6" INTO FOUNDATION. EPOXY ALLYHREAD, WEDGE-ALL OR TIGHTEN HD STANDARD COLUMN DETAIL 4 PORTAL FRAME (SINGLE AND DOUBLE) N.T.S P R O ST O S A F X DONALD E. HERRERA F E S S ATE R E G I I ON T E RE D L TE AS G E N E ER IN S.04
22 Revision/Issues Copyright c 206 MTA BUSH'S CHICKEN 2035 FM 529 ROAD 2400 Augusta Drive, Suite 00 PH: Houston, Texas FAX: Ceiling and Roof Plan ST ATE O F X TE AS P R O DONALD E. HERRERA F E S S R E G I I ON S A T E RE D L G E N E ER IN S.05
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