TO THE DRAWINGS AND THE PROJECT MANUAL

Transcription

1 NO. TO THE DRAWINGS AND THE PROJECT MANUAL PROJECT NAME: Elementary School and High School Additions and Renovations CLIENT NAME: Peaster ISD LOCATION: Peaster, Texas PROJECT NUMBER: , PROPOSAL DATE: Thursday, January 0, 09 at :00 PM ADDENDUM DATE: Thursday, December 0, 08 For additional information regarding this project, contact Greg Gaskie at /0/08 THIS ADDENDUM INCLUDES: Civil Items Landscape Items Structural Items Pages Architectural Items Pages Foodservice Items Plumbing Items Mechanical Items Electrical Items Technology Items AND ALL ATTACHED REVISED DRAWING REFERENCES IN THE ADDENDUM

2 Project Name: Elementary School and High School Additions and Renovations Client: Peaster ISD Peaster, Texas Project Number: , STRUCTURAL ITEMS FOR ADDENDUM NO. NOTICE TO PROPOSERS: A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original contract documents, this Addendum shall govern and take precedence. B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this Addendum. It will be construed that each Proposer s proposal is submitted with full knowledge of all modifications and supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal form. Failure to do so may subject Proposer to disqualification. REFERENCE IS MADE TO THE DRAWINGS AS NOTED: /0/08 Firm #759 DRAWINGS: AD No, Struct Item : To the Drawings, Sheet S., CAFETERIA FOUNDATION PLAN, Refer to attached drawing S. for revised pier locations. END OF ADDENDUM Structural Items For Addendum No. Page of

3 Copyright 08, Huckabee & Associates, Inc. EXISTING CMU 4 EXISTING BUILDING 54' - 0 /8" 9' - /4" 0' - / 7' - 0 3/4" 0' - 4 / 5' - 0" 46' - 0 3/4" 8' - 3/4" 7' - 6 5/8" 8' - 3/4" 7" THICK CONCRETE SLAB OVER 5 MIL VAPOR RETARDER OVER 0" VOID BOX = REINF WITH #5 AT OC EW TOP AND BOTTOM FIN FLOOR ELEV=00'-0" 7 6 9' - 0" 9' - 7 /4" 4" 6' - /4" 3' - 0" 5" THICK CONCRETE SLAB OVER 5 MIL VAPOR RETARDER = REINF WITH #3 AT 8" OC EW FIN FLOOR ELEV=00'-0" /4" DEEP SAWCUTS (TYP) 5' - 9 9/6" 5' - 9 9/6" 3 5' - 0" 5 5' - 0" ' - 6" ' - 6" 6' - 4" 5' - 0" 6' - 7 3/8" 6' - 8 3/4" 5' - 0" 4' - 4" 54' - 0 /8" 9' - /4" Revision / Date Project: -0-8 ADDENDUM # ELEMENTARY SCHOOL ADDITION & RENOVATION FOR PEASTER I.S.D. PEASTER, TEXAS Texas Firm F W. Chapman Drive Sanger, Texas 7666 Phone (940) Fax (940) /0/08 3:39:43 PM I:\08\890 Peaster ISD Additions and Renovations\CAD\Structural\STRUCT PEASTER ELEMENTARY SCHOOL R7.rvt 3' - 4" ' - 8" 3' - 4" 69' - 4" FOUNDATION PLAN SCALE: /4" = '-0" NOTE: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PACKAGE Job No. 890 Drawn By: SMM Date: // CAFETERIA FOUNDATION PLAN VOLUME Sheet No. S.

4 Project Name: Elementary School and High School Additions and Renovations Client: Peaster ISD Peaster, Texas Project Number: , ARCHITECTURE ITEMS FOR ADDENDUM NO. NOTICE TO PROPOSERS: A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original contract documents, this Addendum shall govern and take precedence. B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this Addendum. It will be construed that each Proposer s proposal is submitted with full knowledge of all modifications and supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal form. Failure to do so may subject Proposer to disqualification. REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED: PROJECT MANUAL: DRAWINGS: AD No, Arch. Item : To the Drawings, Sheet A., ELEVATIONS, SECTIONS AND DETAILS, ) 4/A. Detail has been revised to show R-Panel pushed out to edge of existing slab. ) 6/A. Detail has been revised to show R-Panel pushed out to edge of existing slab and flashing added. END OF ADDENDUM /0/08 Architectural Items For Addendum No. Page of

5 Copyright 08, Huckabee & Associates, Inc. ASSEMBLY SCHEDULE - HOLLOW METAL FRAMES ASSEMBLY DESCRIPTION DETAILS AND NOTES MARK FIRE RATE DR TYPE WIDTH HEIGHT GLAZING TH. H.O. SEC. PANIC NOTES.A HM-NL 3' - 0" 7' - 0" CTG Yes Yes Yes.B HM-NL 3' - 0" 7' - 0" CTG Yes Yes Yes OVERHEAD SCHEDULE OPENING DESCRIPTION DESCRIPTION DETAILS AND NOTES MARK TYPE HEIGHT WIDTH HEIGHT WIDTH MATERIAL MOUNT POSITION OPERATION COMMENTS SO.A RD-A 0' - 0" ' - 0" 0' - 4" ' - 9" SSTL FACE MOTOR SO.B RD-A 0' - 0" ' - 0" 0' - 4" ' - 9" SSTL FACE MOTOR UNLESS NOTED OTHERWISE ALL H.M. FRAMES IN EXTERIOR MASONRY SHALL CONFORM TO THESE DETAILS CONT RIGID INSUL R-0 ASPHALT MASTIC TERMINATOR CONCRETE MASONRY UNIT (CMU) - VERIFY DIM. PER PLAN.0.0 RD- A. ASSEMBLY NUMBER - REF. SCHEDULE ON SHTS. FOR DESCRIPTION. WINDOW ASSEMBLY NUMBER - REF. SCHEDULE ON SHTS. FOR DESCRIPTION. SPECIAL OPENING NUMBER (ROLLING ) - REF. SCHEDULE ON SHTS. FOR DESCRIPTION. ELEVATION REFERENCE 0 CMU VERIFY DIM. PER PLAN. / RIGID INSUL R-9 APPLIED TO FACE OF CMU- FULLY COAT ALL BOLT HEADS AND CONTINUE OVER TERM BAR AND SELF-ADH. FLASHING TERMINATION BAR W/ THERMOPLASTIC SEALANT SELF-ADH. FLASHING W/ FORMED END DAMS- EXTEND 4" BEYOND END OF LINTEL MORTAR DROPPING COLLECTION SYSTEM FACE BRICK OR ACMU AT HEAD TO BE RUNNING BOND, SOLDIER, OR AS NOTED ON ELEV. AND DTLS. '-0" O.C. TYP. PROVIDE WEEPS PER OPENING MINIMUM. STL. LINTEL - REF. STRUCT. 3/8" THICK STL BENT PLATE FINISH TO CODE 00 FILL SOLID W/ GROUT WALL WIDTH - HEAD DTL - OH - CMU / INSUL / BRICK / = '-0" METAL HOOD LAY-IN CEILING PRE-FIN. MTL. CLOSURE PLATE O.H. TRACK (BEYOND) BY MFR. SELF-ADH FLASHING SELF-ADH. FLASHING. FORM END DAMS. MORTAR DROPPING COLLECTION SYSTEM FACE BRICK OR ACMU AT HEAD TO BE RUNNING BOND, SOLDIER, OR AS NOTED ON ELEV. AND DTLS. '-0" O.C. TYP. PROVIDE WEEPS PER OPENING MINIMUM. WRAP STL. LINEL W/ METAL FLASHING. FORM / DRIP EDGE AS DETAILED. SELF-ADH. FLASHING PLATE THICKNESS / CONT. SEALANT TERMINATION BAR /8" " " TYP. EXT. MAS. 8 3/4" HEAD DETAIL 4" DRS DRIP FLASHING DETAIL 3" = '-0" WDWS & TRANSOMS BENT PLATE LINTEL BOLTED TO CMU WALL- REF STRUCT CMU LINTEL AS SCHED - REF STRUCT CONT STL GUSSET PLATE FLUID APPLIED FLASHING CONT. SEALANT EA. SIDE H.M. FRAME FILL SOLID W/ MORTAR. A. CALLOUT REFERENCE WALL SECTION REFERENCE STRUCTURAL STEEL COLUMN - REF. STRUCT. DRAWINGS. FLOOR PLAN LEGEND REF. TYP. CONST. DTLS. FOR ADDITIONAL INFO. 4" MASONRY VENEER W/ ICF WALL BACKUP - PROVIDE AIR GAP AT EXTERIOR WALLS. REF. WALL SECTIONS AND EXTERIOR ELEVATIONS FOR THICKNESS, MATERIAL TYPE AND CONSTRUCTION. 4" MASONRY VENEER W/ CMU WALL BACKUP - PROVIDE AIR GAP AT EXTERIOR WALLS. REF. WALL SECTIONS AND EXTERIOR ELEVATIONS FOR THICKNESS, MATERIAL TYPE AND CONSTRUCTION. CMU PARTITION - REF. WALL SECTION OR PLAN DIMENSIONS, TAGS, AND NOTES FOR THICKNESS, TYPE, AND CONSTRUCTION. STANDARD CMU GROUND FACE CMU NEW DRYWALL PARTITION APPLIES TO SECTION PLANS Revision / Date /0/8 Addendum EXISTING DRYWALL PARTITION EXISTING ROOF REMOVE EXISTING 6' BLANKET INSULATION AND INSTALL CLOSED CELL SPRAY FOAM INSULATION CONT. SEALANT (BOTH SIDES) TO ENSURE WEATHERTIGHTNESS EXISTING PURLIN CLOSURE FLASHING 0 A. EXISTING PRE-FINISHED MTL ROOF REMOVE EXISTING 6' BLANKET INSULATION AND INSTALL CLOSED CELL SPRAY FOAM INSULATION EXISTING STL GIRT CONT. SEALANT (BOTH SIDES) TO ENSURE WEATHERTIGHTNESS CLOSURE FLASHING ATTACHED TO Z-CLIPS W/ CONT. RIGID INSULATION 9 8 FACE BRICK OR ACMU (REF. PLANS AND ELEVATIONS) / RIGID INSUL R-9 SELF-ADH FLASHING STL BENT PLATE - REF STRUCT FIN TO CODE 00. GROUT FRAME SOLID WALL WIDTH - JAMB DTL - OH - CMU / INSUL / BRICK / = '-0" FACE BRICK OR CMU (REF. PLANS & ELEVATIONS) CONC. SLAB REF. STRUCT. TYP. O.H. RECESSED SILL / = '-0" / FOUNDATION - REF. STRUCT. CMU VERIFY DIM. PER PLAN CONT. SEALANT EA. SIDE O.H. AND TRACK BY MFR. WELDED STRAP TO FRAME, 3 MIN PER JAMB STL. PLATE - REF. STRUCT. GRIND SMOOTH ALL WELDS FIN. TO CODE 00. TYPE 'E' STL. GUIDES W/ WEATHER STRIPPING L / X / X /4"X 6" HEADED '-0" O.C. EA. END T.O. FIN. LEVEL W/ T.O. STL. ANGLE SET ANGLE /8" ABOVE CONC. TO FLUSH VCT OR OTHER FLOOR FINISH. CONT RIGID INSUL R-0 FACE BRICK OR CMU - REF. FLOOR PLAN FILL COLLAR JOINT W/ MORTAR CONT. SEALANT - EA. SIDE TYP. EXT. MAS. JAMB DETAIL TYPICAL EXTERIOR MASONRY DETAILS (T.E.M.) ' - 0" FLR. LEVEL TYPE RD-A ROLL-UP ROLLING CONFIGURATIONS ' - 0" ROLLING ROLLING TRACK CONCRETE MASONRY UNIT (CMU) - VERIFY DIM. PER PLAN REF. STRUCT. FOR REINF. CONT BENT STL ANGLE /x4 / GA ONLY CONT. SEALANT EA. SIDE JAMB ANCHOR (3 PER JAMB) H.M. FRAME - FILL SOLID W/MORTAR FLUID APPLIED FLASHING SCALE -/ = '-0 PARTITION TYPE TAGS WALL ASSEMBLY IN PLAN VIEW LETTER INDICATES PARTITION TYPE. NUMBER INDICATES STUD OR CMU SIZE AS FOLLOWS: - 7/8" HAT CHANNEL 6-6" MTL STUD OR 5 5/8" CMU - 5/8" MTL STUD 8-8" MTL STUD OR 7 5/8" CMU 3 - / MTL STUD - 5/8" CMU 4-3 5/8" MTL STUD OR CMU 6 - DOUBLE 7 5/8" CMU NOTES: CERAMIC/PORCELAIN TILE (PARTITION TYPE VARIES) - REF ROOM FINISH SCHEDULE FOR TILE TYPES & HEIGHTS NOTES: ) ALL UNTAGGED DRYWALL PARTITIONS ARE TO BE ASSUMED TYPE H4. WHERE TUBE STEEL COLUMN IS BEING ENCASED, PARTITIONS ARE TO BE TYPE H6. COLUMN FURRINGS ARE TO BE TYPE M4 NON- ACOUSTICAL. THESE "STANDARD" PARTITIONS ARE TO EXTEND 6" ABOVE CEILING. ) ALL UNTAGGED NON-LOAD-BEARING CMU PARTITIONS ARE TO BE ASSUMED TYPE A8 NON-ACOUSTICAL. MASONRY COLUMN FURRINGS ARE TO BE TYPE A6. THESE "STANDARD" PARTITIONS ARE TO EXTEND 4" MIN ABOVE CEILING OR NEAREST 8" COURSING. 3) THE INSIDE OF DRYWALL CHASES NEED NOT BE GYP BD UNLESS THAT PORTION OF THE CHASE IS PART OF A FIRE-RATED ASSEMBLY. 4) REF CODE ANALYSIS PLAN FOR LOCATIONS OF SPECIAL PARTITIONS. REF RELATED LEGEND AND TYP WALL CONSTRUCTION DETAILS FOR 5) SEE WALL SECTIONS FOR CONSTRUCTION OF EXTERIOR WALLS. REF. G3 SHEETS FOR PARTITION TYPE ASSEMBLIES. PARTITION TYPE TAG SHAPES WALL TO DECK ) THE CONTRACT DOCUMENTS ARE COMPRISED OF BOTH THE DRAWINGS AND THE SPECIFICATIONS. WALL TO 6" ABOVE CEILING FIRE RATED WALL TO DECK ACOUSTICAL WALL TO DECK ACOUSTICAL WALL TO 6" ABOVE CEILING ACOUSTICAL FIRE RATED WALL TO DECK PARTITION LEGEND Project: HIGH SCHOOL ADDITION AND RENOVATION FOR PEASTER I.S.D. PEASTER, TEXAS ) ALL DIMENSIONS SHOWN ARE TO FACE OF GYP. BD., MASONRY OR CONCRETE. FLASHING TO ENSURE WATERTIGHTNESS / MAX. ALUMINUM THRESHOLD (SET IN FULL BED OF MASTIC) COMPRESSED FOAM ROD W/ CONT. BED OF SEALANT TYP. FOR ALUM OR HOLLOW METAL BOT. SEAL. THICK FLOOR FINISH ( Q.T. TERRAZZO, WALK-OFF MAT OR OTHER ) S.S. 8" O.C. ALTERNATE THRESHOLD / MAX. WHERE DIFFERENCE IN THICKNESS OF FLOOR FINISHES ON OPPOSITE SIDES OF THE THRESHOLD EXCEEDS /4" PROVIDE HALF SADDLE. 4" 6" 8" 4" TYPE "A" 3' - 6" ' - 8" 3) SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REINFORCEMENT 4) SEE SPECIFICATIONS AND TYPICAL CONSTRUCTION DETAILS (G SHEETS) FOR ADDITIONAL MASONRY AND DRYWALL 5) SEE PLUMBING PLANS AND ENLARGED FLOOR PLANS FOR EXACT LOCATIONS OF FIXTURES. 6) REF. AND WINDOW SCHEDULES AND DETAILS FOR MASONRY ROUGH OPENING SIZES. 7) VERIFY ALL MASONRY OPENINGS WITH MANUFACTURERS' PRODUCTS (E.G. FIRE EXTINGUISHER CABINETS, ELECTRICAL PANELS, ETC.). 8) REF. A. SHEETS FOR REFLECTED CEILING PLANS. 7 WALL SECTION /4" = '-0" 6 WALL SECTION /4" = '-0" 5 TYP THRESHOLDS 6" = '-0" CONFIGURATIONS - HOLLOW METAL FRAMES COMMENTS: ). REQUIRES SLOPED BOTTOM BAR - REF SPECS. GENERAL FLOOR PLAN NOTES /0/08 EXISTING COLUMN EXISTING COLUMN PAD 8" CMU - REF STRUCT 5 5/8" C.M.F.M. STUD INFILL AS NEEDED TO INSTALL R-PANEL SIDING SECURELY ATTACHED TO Z-CLIPS W/ CONT. RIGID INSULATION EDGE OF E.J. - VERTICALLY CONTINUOUS 8" CMU TO MATCH EXISTING /0/08 :59:47 PM C:\Users\ggaskie\Documents\ HS Add-Reno_ggaskie.rvt 4 ENLARGED FLOOR PLAN DETAIL 3/4" = '-0" PRE-FINISHED R- PANEL SIDING ATTACHED TO Z- CLIPS W/ CONT. RIGID INSULATION 3 WEST ELEVATION /8" = '-0" OVERHEAD 8" CMU TO MATCH EXISTING E.J. - VERTICALLY CONTINUOUS SHELF FOR RELOCATED CONDENSER UNIT- REF STRUCT. AND FRAME ATTACHED TO Z-CLIPS W/ CONT. RIGID INSULATION NORTH ELEVATION /8" = '-0" EXISTING ROOF /8" = '-0" OVERHEAD EAST ELEVATION AND FRAME ATTACHED TO Z-CLIPS W/ CONT. RIGID INSULATION ELEVATIONS, SECTIONS AND DETAILS PACKAGE Job No Drawn By: GLG Date: //8 B Sheet No. A.