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BE RESOLVED BEFORE THE CONTRACT IS AWARDED. NO ALLOWANCE
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BOND BEAM W/ (N) CMU WALL TO BE
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9. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE 1. SPECIAL INSPECTION IS REQUIRED. PROVIDE SPECIAL INSPECTION TO MEET LOCAL CODE REQUIREMENTS. SUBMITTAL DATES
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HANDS PRIOR TO COMMENCING WORK (12" x 12") SET TOP OF SIGN @ 105'-2", REFUNDED FOR THREE BUSINESS DAYS AFTER PURCHASE SIDES OF 'C' RACK SCALE POLE AS SHOWN
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SPRINKLER SYSTEM PRIOR TO BID. ANY QUESTIONS THAT AFFECT THE
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HORIZ BOND CELLS W/ FOAM OR LOOSE
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5/8" GYP. BD. BOTH CEILING MOUNTED 26" 2" x 2" CONT. 16 GA BRAKE METAL (713) 398-0165. INCLUDE COST IN BUILDING BASE BID
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various requirements were not satisfied and requests that the Board set aside the building permit and grant
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A SPLIT FACE CMU. RUNNING BOND.
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1/4 DEMO (E) W-COLUMN ROOF BOND BEAMS PER PLAN. CHECKED
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INSTALL (N) CMU WALL (2) #5 BOND BEAM
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_____ ACCORDANCE W/ CISCA SEISMIC BUILDING MODIFICATIONS SHOWN ON THE REMAINING CONTRACT
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1. TEMPERATURE SENSOR MOUNTED AT 48" A.F.F. UNLESS OTHERWISE NOTED. 1. THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR,
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BUILDING MODIFICATIONS SHOWN ON THE REMAINING CONTRACT
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P3 PIPING IN 2 1/2" CW PIPING IN PIPING IN WC 4 P5 AND PROOF BOX BY VENDOR. INDIRECT DRAINS FROM BFP-4 TO FLOOR
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LEVEL CMU WALL SUPPLIED BY CCTV VENDOR SUPPLIED BY CCTV VENDOR SUPPLIED BY CCTV VENDOR
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CONFIRM SCOPE OF DEMOLITION PRIOR TO BID.
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H AND CONFIRM SCOPE OF DEMOLITION PRIOR TO BID.
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M2 1 4 1.4 1.5 1.6 1. THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR,
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CONTRACTION JOINT, TYP. 7. PROVIDE STANDARD LAP AT ALL CONCRETE SLAB-ON-GRADE W.W.F. EDGES, RE: S1.1 -4 . CMU1 8" (1) #5 @ 16" O.C. HORIZ BOND CELLS W/ FOAM OR LOOSE
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4' ADD ADDITIONAL 2"OF RIGID BOARD INSULATION, PER FOOT OF GREASE AS A BOND-BREAKING MATERIAL JUST PRIOR TO PLACING THE CONCRETE FINISHED 1/4" BELOW
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II S4 CANOPY FRAMING & COVERED DECK FRAMING PLANS -EXPOSED BED AND HEAD JOINTS OF STACK BOND MASONRY F.R.P. FIBER REINFORCED PLASTIC T.O.M. TOP OF MASONRY
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BUILDING MODIFICATIONS SHOWN ON THE REMAINING CONTRACT DOCUMENTS: 6. REMOVE EXISTING METAL STAIRS AND RAILING. 23. EXISTING DOWNSPOUTS TO REMAIN. PROTECT DURING DEMOLITION AND ACTIVITIES.
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INFORMATION TO UNDERSTAND THE SYSTEM COMPONENTS TO BID THE ASSEMBLY AND INSTALLATION AS REQUIRED. SEE COMPONENTS DRAWING BELOW. 3. 8'-0" SECTION UNDER PALLET RACK 12. (10) 8'-0" SECTIONS UNDER PALLET RACKS
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RUN LENGTH OF TRENCH SERVICE FROM TELECOM VAULT TO NEW PHONE/DATA ROOM INVOICE TO OWNER FOR PAYMENT BY OWNER.
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1. CAMERA SUPPLIED BY CCTV VENDOR.
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3. Grant such other and further relief as the Board deems just and appropriate.
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EACH CELL AND SOLID ROOF BOND BEAMS AT OR
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PRODUCE ROOM R R SHALL BE IN AGREEMENT WITH THE OVERALL CONSTRUCTION
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#5 BOND BEAM @ 48" O.C., W/ HILTI HY270 A A
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1 STOP PAYMENT ORDERS MAY TAKE UP TO 30 DAYS.
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(N) 1/2" FULL HT. STIFF. (3) 3/4" Ø A-325 BOLTS (E) BOND BEAM BELOW (32" MIN
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CONTRACT DRAWINGS, INCLUDING THE DRAWINGS OF ALL DISCIPLINES. IT IS INTENDED THAT THE STRUCTURAL
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COLLAR, 4" HIGH "PAR-BOND" GUTTER SEAL 18"
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(2) #4 CENTERED IN END OF BOND BEAM STEEL AROUND VERTICAL REINFORCEMENT, TYP. REINFORCING
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BM. BEAM N.I.C. NOT IN CONTRACT
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2 CMU3 8" (1) #5 @ 24" O.C. HORIZ BOND NONE
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HORIZ. BOND BEAM PER SCHED. M.O. MASONRY OPENING
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#5 BOND BEAM @ 48" O.C. W/
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EF-3 DELI HOOD 2,640 1,195 1.25 6.6 1.15 1 1/2 1,195 208V - 3 PH. DIRECT 15.1 179 CAPTIVE AIRE DU180HFA 1,4,6 H-3 PIZZA II 42 54 18 EF-7 900 12" 1,500 EF-7 139 CAPTIVEAIRE 5418 VHB 6, 7 AFF ABOVE FINISH FLOOR NIC NOT IN CONTRACT
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1. THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR,
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MODIFICATIONS SHOWN ON THE REMAINING CONTRACT DOCUMENTS. THE EXISTING PLUMBING FIXTURES, WATER HEATERS, PUMPS, VALVES, BACKFLOW DOWNSTREAM. SEE GENERAL NOTE 9, THIS SHEET.
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FS HEATERS 1 1/2" BPSCW BOILERS, RE: P4.1-3 4 THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL
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GROUT --- ASTM C1019 --- 2000 psi • STRUCTURAL OBSERVATIONS INDICATED BELOW WILL BE PERFORMED UNDER SEPARATE CONTRACT BY THE
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DISPLAY Peanuts and Tree Nuts 8483 MONEY ORDERS 65¢ PURCHASE AT SERVICE DEPARTMENT 26 LOCATION: 2 PER CHECKSTANDS A16-3
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WI Evaporator Coils By Owner Refrigeration Contractor Refrigeration Contractor TO PURCHASE ADDITIONAL OIL REQUIRED PER OEM REQUIREMENTS 12) HEOS CONDENSING UNIT CONTAINS OEM PROVIDED CAREL HEOS MAIN OR
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CERAMAR FOAM & FILL TOP 13. A DENOTES SHEARWALL (FULL LENGTH OF WALL SECTION, UNO), RE: S2.1 -3 . APPLY SHEATHING TO SIDE OF * HORIZ. BOND BEAM/CHORD @ ROOF LINE OF FULL HT. CMU - (2) #7 BARS
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4212 PLEASE PLACE EMPTY GROCERY CART AT THE END OF THE 26 LOCATION: 2 PERCHECKSTANDS A16-3 THE LEGAL AGE TO PURCHASE ALCOHOL PRODUCTS IS 21 7095 8 2 LOCATION: BULK FOODS 'C' RACK, MOUNTED ON BOTH A16.2-18
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to its condition before work commenced. ** Permits NON-REFUNDABLE after date of purchase. **
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LOCATION / TYPE ROD WIRE SIZE VERT. SPACING STANDARD GRADE (ksi) 1. SPECIAL INSPECTIONS DESCRIBED HEREIN WILL BE PERFORMED UNDER SEPARATE CONTRACT BY AN APPROVED
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* HORIZ. BOND BEAM/CHORD @ ROOF LINE OF FULL HT. CMU - (2) #7 BARS SHEET TITLE
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CONSTRUCTION SWPPP, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. COORD COORDINATE R RADIUS
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399 3/4" B-1 399 1 1/4" A, C AHJ AUTHORITY HAVING JURISDICTION NIC NOT IN CONTRACT
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#5 HORIZ. BOND BEAM PL 1"x14"x12" @ HSS8x6.
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3. INFILL (E) DECK OPENINGS, RE: ARCH., MECH. & S3.2 -2 . CMU1 8" (1) #5 @ 16" O.C. HORIZ BOND CELLS W/ FOAM OR LOOSE
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HORIZ. BOND BEAM HORIZONTAL REINFORCEMENT IS PLACED SUCH THAT CELLADJACENT TO OPENING.
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2. STOP HORIZ. BOND BEAM STEEL AT CONTROL JOINT EXCEPT AT ALIGN W/ TYP.
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BOND BEAM W/ BEFORE FINISHING OFF THE & REPLACE W/ (N) HSS
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RESTROOM RESTROOM 4 THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL
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1. GENERAL CONTRACTOR SHALL COORDINATE UTILITY LOCATIONS 1. BUILDING/SITE LIMIT LINE, RE: BID FORM & LEGEND 22. CONCRETE PAD & FLAG POLE, RE: SD2-1 33. COMPACT PARKING STALL, PAINT "COMPACT" CENTERED IN BUILDING/SITE LIMIT LINE TOTAL PARKING REQUIRED 435 STALLS