Los Angeles Unified School District Belmont Learning Complex Request for Proposal IOR Deficiency Report by Specification Number
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- Peter Bruce
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1 DISCLAIMER: THE DISTRICT PROVIDES INFORMATION ABOUT THE DOCUMENTS AVAILABLE FOR REVIEW. THIS INFORMATION IS INFORMATIONAL ONLY AND THE DISTRICT DOES NOT WARRANT THAT THE INF COMPLETE OR CURRENT. ALTHOUGH EVERY REASONABLE EFFORT HAS BEEN MADE TO MAKE THE INFORMATION AS COMPLETE AS POSSIBLE, ANYONE OR ANY ENTITY UTILIZING OR ACCESSING THIS INFORMAT PERFORM ITS OWN DUE DILIGENCE AND MAY NOT RELY ON THE SUPPLIED INFORMATION ALONE. Los Angeles Unified School District Belmont Learning Complex Request for Proposal IOR Deficiency Report by Specification Number ID Spec. Section <1> Location Trade Description Drawing # Image # <2> 2427 Academy Houses Doors, Frames and Finish Hardware Incorrect door installed in bathrooms, window panels in doors. AB P jpg 890 Academy Houses Drywall/EIFS/SOFP Top of wall above door has not been fire proofed. P jpg 3287 Academy Houses Drywall/EIFS/SOFP Gypsum board openning for electrical receptical exceeds 1/8 max gap on South wall next AB P jpg entrance to room Academy Houses Drywall/EIFS/SOFP Insulation not installed at exterior walls. AB P jpg 5007 Academy Houses Drywall/EIFS/SOFP From elevation to top of parapet EIFS not installed, wall has Hip wrap installed. AB P jpg 2380 Academy Houses Drywall/EIFS/SOFP Plaster stuck to interior floors creating irregular concrete surface, total of 7 locations. AB Size varies Academy Houses Drywall/EIFS/SOFP 4 Holes in fire rated wall require patching or fire stop. East wall at North end. AB P jpg 899 Academy Houses Drywall/EIFS/SOFP Top of walls have not been fire proofed at N line corridor. AB P jpg 2401 Academy Houses Electrical (School) 8 Conduits thru rated wall are not fire stopped. AB P jpg 2437 Academy Houses Electrical (School) Conductors missing in boxes. AB P jpg 2218 Academy Houses Electrical (School) Boxes and conduit have been supported from light gage at roof deck. AB P jpg 2008 Academy Houses Electrical (School) Fire alarm conduit not identified. AB P jpg 2091 Academy Houses Electrical (School) Min. power packs not connected to power in rooms noted. AB P jpg 3087 Academy Houses Electrical (School) Conduit not properly supported. AB3-1.0 P jpg 3084 Academy Houses Electrical (School) Tele data boxes are not identified in the ceiling and the 1" conduit at the 8 x 8 box is not AB3-1.0 P jpg properly supported Academy Houses Electrical (School) Fire rated plywood has not been installed in all electrical rooms as required by plans. AB Academy Houses Electrical (School) 3-4S boxes conductors not pulled, 2-4S boxes conductor pulled, not landed, cover plates AB P jpg not provided Academy Houses Electrical (School) 8 Gray tel-com boxes do not have cables and have not been identified. AB P jpg 878 Academy Houses Electrical (School) Conduit run in contact with rigid duct. Felt pads are required at points of contact. AB P jpg 732 Academy Houses Electrical (School) 3 Gray telcom boxes A) 1 wire pulled no cover no ID B) Cable pull not landed no ID on AB P jpg box C) Box with no cable pulled no ID. 806 Academy Houses Electrical (School) 2-4S boxes over door 302, conductor not pulled and coax cable pulled, no cover plates AB P jpg provided Academy Houses Fire Protection Fire sprinkler main for roof monitor runs through the electrical room in violation of AB P jpg electrical code. 323 Academy Houses Flashing and Sheet Metal Incomplete roof area. Photo taken after temporary roof cover installed. Area of A.H. #2 AB P jpg Cooling tower area. 795 Academy Houses HVAC and Temperature Control Systems 6 by 6 exhaust air register not installed. AB P jpg 907 Academy Houses Plumbing Clamps are loose on acid waste line and felt has not been used at clamps. Also identify P jpg acid waste line. 884 Academy Houses Plumbing 8 Vent 5 gas lines are in contact with duct. Felt pads required at point of contact. AB P jpg 612 Academy Houses Plumbing All control valves and pipe to be ID'ed. AB P jpg 847 Academy Houses Plumbing Lower access panel door not installed. Gas and water shut off valves inaccessible. AB P jpg 629 Academy Houses Plumbing Gas line installed on trapeze for electrical conduit in violation of code. Gas pipe must AB P jpg have its own hangers. 734 Academy Houses Plumbing Access door for water hammer arrestor not installed. AB P jpg 9019 Administration Drywall/EIFS/SOFP Parapet walls North and West elevation have not been installed. Ref. drawings 1-2-AE- 3.01, 3-AE-3.02, 1-AE-2.01 AE-1.03 P jpg Print Date: 7/3/01 Page 1 of 154
2 DISCLAIMER: THE DISTRICT PROVIDES INFORMATION ABOUT THE DOCUMENTS AVAILABLE FOR REVIEW. THIS INFORMATION IS INFORMATIONAL ONLY AND THE DISTRICT DOES NOT WARRANT THAT THE INF COMPLETE OR CURRENT. ALTHOUGH EVERY REASONABLE EFFORT HAS BEEN MADE TO MAKE THE INFORMATION AS COMPLETE AS POSSIBLE, ANYONE OR ANY ENTITY UTILIZING OR ACCESSING THIS INFORMAT PERFORM ITS OWN DUE DILIGENCE AND MAY NOT RELY ON THE SUPPLIED INFORMATION ALONE. Los Angeles Unified School District Belmont Learning Complex Request for Proposal IOR Deficiency Report by Specification Number ID Spec. Section <1> Location Trade Description Drawing # Image # <2> 9020 Administration Drywall/EIFS/SOFP Refer to drawings AE-3.02 detail 2. Parapet walls on east elevation at the radius have AE-1.03 P jpg not been installed Administration Electrical (School) Electrical sub panel with no conductors, no pull strings, no internal hardware. Column AE-1.03 P jpg line 4-A Administration Flashing and Sheet Metal Screws on sheet metal coping not sealed correctly. (Not caulked or no-neoprene washers AE-1.03 P jpg used) Administration General Contracting Cap flashing galvanized tube steel, plywood, roofing material, left on roof. AE-1.03 P jpg 233 Parking Garage Drywall/EIFS/SOFP At South gypsum fire rated wall - Two holes 4" and 7'8" from deck slab AA 1.03 P jpg correction required. 335 Parking Garage Drywall/EIFS/SOFP At South gypsum fire rated wall - Two holes 4" and 7'8" from deck slab AA 1.03 P jpg correction required. 366 Parking Garage Drywall/EIFS/SOFP South wall not completed at EastWest corner. AA 1.09 P jpg 18 Parking Garage Drywall/EIFS/SOFP Wrong size drilled anchors in wall. Correct size not installed. AA Parking Garage Drywall/EIFS/SOFP Shot pins spaced further apart that allowed per detail above. AA-1.03 P jpg 136 Parking Garage Electrical (Parking) Link seals not installed at exterior walls. EA107 P jpg 11 Parking Garage Electrical (School) Box penetration on opposite sides of wall 3" apart need fire safeing. Closer than 24" AA-1.02 P jpg apart. 665 Parking Garage Fire Protection Sprinkler line drops under HVAC duct not properly supported. AA 1.01 AA P jpg Parking Garage Fire Protection 5 Sprinkler 11' drops: Requires support at sprinkler head. AA 1.03 P jpg 262 Parking Garage Fire Protection Fire sprinkler wall penetration not sleeved or fire stop caulked. AA 1.05 P jpg 9 Parking Garage HVAC and Temperature Control Systems Anchor bolts at bracing straps need torque testing. SA Parking Garage Hydraulic Elevators All drilled anchors shall be tension or torque tested. AA-1.04 P jpg 2506 Site-Wide Concrete/Masonry/Reinforcing Steel (Site From station to station concrete starter wall snap-tie holes have not C-1.12 P jpg Retaining Walls) been purged Site-Wide Roofing and Waterproofing From station to station concrete starter wall and masonry retaining wall C-1.12 P jpg has not been water proofed. 562 Triple Gym General Contracting Remove combustible debris between AH # 4 and TGYM at line T&T1 from 1.9 to 7. AC-1.02 P jpg 468 Triple Gym HVAC and Temperature Control Systems Open conduit sleeves in CMU walls required to be firestopped. See note on G-1. AC 1.02 P jpg 1435 Triple Gym Miscellaneous Iron and Steel Stairs Tube steel header for doors not anchored at masonry. AC1.01 P jpg 430 Triple Gym Plumbing Protection shields required at clevis hangers on foam insulated condensate line. AC 1.02 P jpg 576 Triple Gym Plumbing Patch pipe hanger at beams with fire proofing. AC-1.02 P jpg Parking Garage Plumbing A 6" hole has been core drilled thru the ramp slab for a 4" vent line. The cored hole has PA-1.02 cut thru 2 #9 rebar. One looking east and west and one looking north and south. Patometer testing was not asked for Academy Houses Electrical (School) Drilled anchors have not been tested. AB P jpg Academy Houses Electrical (School) Drilled anchors have not been tested in room. AB P jpg Academy Houses Electrical (School) Drilled anchors have not been tested in all rooms noted. AB P jpg Academy Houses Electrical (School) Anchorage for hanger rod for light fixtures and conduit and conduit rack support have AB P jpg not been tested Academy Houses Electrical (School) Anchorage for main breaker, AC4MDL, panels and distributor transformer have not been tested. AB P jpg Print Date: 7/3/01 Page 2 of 154
3 DISCLAIMER: THE DISTRICT PROVIDES INFORMATION ABOUT THE DOCUMENTS AVAILABLE FOR REVIEW. THIS INFORMATION IS INFORMATIONAL ONLY AND THE DISTRICT DOES NOT WARRANT THAT THE INF COMPLETE OR CURRENT. ALTHOUGH EVERY REASONABLE EFFORT HAS BEEN MADE TO MAKE THE INFORMATION AS COMPLETE AS POSSIBLE, ANYONE OR ANY ENTITY UTILIZING OR ACCESSING THIS INFORMAT PERFORM ITS OWN DUE DILIGENCE AND MAY NOT RELY ON THE SUPPLIED INFORMATION ALONE. Los Angeles Unified School District Belmont Learning Complex Request for Proposal IOR Deficiency Report by Specification Number ID Spec. Section <1> Location Trade Description Drawing # Image # <2> Academy Houses Electrical (School) Drilled anchors for anchoring main gear have not been tested. AB P jpg Academy Houses General Contracting Misc. construction materials stored throughout level 1. AB P jpg Academy Houses General Contracting Trash at inside of wall void spaces and stud wall bottom tracks, typical. AB P jpg Academy Houses General Contracting Trash at inside of wall void spaces and stud wall bottom tracks, typical. AB P jpg Academy Houses General Contracting Trash at inside of wall void spaces and stud wall bottom tracks, typical. AB P jpg Parking Garage Electrical (School) All anchor bolts shall be tension or torque tested per above code. AA Parking Garage HVAC and Temperature Control Systems All drilled anchors shall be tension or torque tested. AA-1.02 P jpg Parking Garage Hydraulic Elevators Drilled anchors for fan not torque tested. AA-1.07 P jpg Parking Garage Miscellaneous Iron and Steel Stairs 3/4 Wedge anchors for stair & stair landings supports. AA P jpg Parking Garage Plumbing All drilled anchors shall be tension or torque tested per code above. PA Triple Gym General Contracting Misc. trash inc. lumber and pallets. AC1.01 P jpg Triple Gym General Contracting Top of footing needs to be cleaned, typical. AC1.01 P jpg Triple Gym Plumbing Anchorage for plumbing lines supported to North and South CMU walls require testing AC-1.02 P jpg for shear Academy Houses Electrical (School) No seismic sway bracing provided for busway supports, conduit runs and unistrut AB P jpg supports in electrical room Site-Wide Chain Link Fence and Gates From station 4+96 to fence on top of masonry wall not installed and no cap P jpg block Site-Wide Chain Link Fence and Gates From station to fencing on top of concrete wall not installed. C-1.13 P jpg Parking Garage Cast-in-Place Concrete (Parking) 1) Remove snap ties left at slab ceiling 2) Where concrete column abutts horizontal AA 1.01 P jpg beam cold joint / rock pocket exposed to surface. Correction required. 3) Patch West concrete wall Academy Houses Structural Steel - Detailing Rebar for floor slab and masonry wall rusty and damaged. AB P jpg Parking Garage Cast-in-Place Concrete (Parking) Exposed rebar at shear wall under landing across from Door 206. P jpg Parking Garage Cast-in-Place Concrete (Parking) Rebar from shear on W line is exposed at landing. AA 109 P jpg Parking Garage Reinforcing Steel (Parking) Reinforcing bars are badly bent, rusted and not per plan SA101 P jpg Academy Houses Cast-in-Place Concrete (Parking) Hole chipped into slab to relocate conduits into frame wall area at South East corner of AB P jpg room at C Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, uneven concrete floor at doors AB P jpg Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, floor uneven, doors; , about 32' AB P jpg lineal Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, uneven concrete floor at doors; AB P jpg Academy Houses Cast-in-Place Concrete (Parking) Hole in deck where conduit relocated into 3rd floor short wall and full height. Wall on AB P jpg 2nd floor Academy Houses Cast-in-Place Concrete (Parking) 1' x 1' square opening and 4" diameter hole in floor deck. AB P jpg Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, concrete slab near doors (column AB P jpg line G) uneven Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, concrete slab near drinking fountain uneven. AB P jpg Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, concrete joint going East-West near column line F.4, AB P jpg floor uneven Academy Houses Cast-in-Place Concrete (Parking) 3 Holes in slab used for safety post require repair. AB P jpg Academy Houses Cast-in-Place Concrete (Parking) Holes in slab used for safety hand rail post require patching. Total of 3 in rooms noted. AB P jpg Print Date: 7/3/01 Page 3 of 154
4 DISCLAIMER: THE DISTRICT PROVIDES INFORMATION ABOUT THE DOCUMENTS AVAILABLE FOR REVIEW. THIS INFORMATION IS INFORMATIONAL ONLY AND THE DISTRICT DOES NOT WARRANT THAT THE INF COMPLETE OR CURRENT. ALTHOUGH EVERY REASONABLE EFFORT HAS BEEN MADE TO MAKE THE INFORMATION AS COMPLETE AS POSSIBLE, ANYONE OR ANY ENTITY UTILIZING OR ACCESSING THIS INFORMAT PERFORM ITS OWN DUE DILIGENCE AND MAY NOT RELY ON THE SUPPLIED INFORMATION ALONE. Los Angeles Unified School District Belmont Learning Complex Request for Proposal IOR Deficiency Report by Specification Number ID Spec. Section <1> Location Trade Description Drawing # Image # <2> Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, near drinking fountain, column line N.3 1/4" by 2" AB depression 4 feet long Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, near door 121, voids in concrete slab at construction AB P jpg joint Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, concrete slab outside of door , concrete AB P jpg uneven Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, rough concrete floor finish. AB P jpg Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, rough concrete floor finish near column line N.3 and AB Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, near floor door 112 concrete slab uneven. AB P jpg Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, near door 119 along column line S surface uneven and AB P jpg contains voids in concrete Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, East-West joint at slab, column line P.5 surface AB P jpg uneven Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, rough concrete floor finish near column line N and AB between 3.2 to Academy Houses Cast-in-Place Concrete (Parking) Concrete surface out of tolerance, near door 120 and 118, column line S 1/4" deep by 2" AB P jpg wide depression Academy Houses Cast-in-Place Concrete (Parking) Fill holes in deck slab use for safety post at fire rated West wall. AB P jpg Academy Houses Concrete (School) Slab on grade concrete has not been placed. AB P jpg Academy Houses Concrete (School) All rusted and dirty reinforcing to be cleaned before concrete placement. AB P jpg Academy Houses Concrete (School) All bent and broken reinforcing to be corrected. AB P jpg Academy Houses Concrete (School) Foot prints in concrete full width of corridor column 11.5 to AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance. Concrete 2" to high at door 214.1, about 7 foot by 2 AB P jpg foot Academy Houses Concrete (School) Concrete surface out of tolerance at doors; and at AB P jpg drinking fountain column line 12.2, about 65' lineal Academy Houses Concrete (School) Concrete has not been placed for stairs, rebar exposed at floor. AB P jpg Academy Houses Concrete (School) No concrete placed at corridor floor edge stairs; , about 1 foot AB P jpg by 19 feet (6 locations) and steel stair stringer rebar tie-ins about 18" by 6 ' (12 total) Academy Houses Concrete (School) Concrete surface out of tolerance at doors; AB P jpg Academy Houses Concrete (School) No concrete placed at corridor floors, seismic joint, 2' by full width of corridor, column AB P jpg line Academy Houses Concrete (School) Concrete has not been placed at rebar from stair stringers to landing. AB P jpg Academy Houses Concrete (School) Foot prints between column lines 12.5 to 14 and , full width of corridor. AB P jpg Academy Houses Concrete (School) Corridor entry to door concrete not placed, wire mesh and shear studs exposed. AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance on floor slab; full width of corridor from column line AB P jpg 14 to Academy Houses Concrete (School) Concrete surface out of tolerance full width of corridor, column 18.5 to 19. AB P jpg Academy Houses Concrete (School) Roof pads not installed. AB Academy Houses Concrete (School) Roof pads not installed. AB Academy Houses Concrete (School) At elevation foundation has not been placed for masonry veneer. AB P jpg Academy Houses Concrete (School) Concrete foundation is not placed for block veneer 363 elevation. AB P jpg Academy Houses Concrete (School) At elevation foundation has not been placed for masonry veneer. AB P jpg Academy Houses Concrete (School) Cement droppings on floor slab column 5.7 to 6 and C to C.3. AB P jpg Print Date: 7/3/01 Page 4 of 154
5 DISCLAIMER: THE DISTRICT PROVIDES INFORMATION ABOUT THE DOCUMENTS AVAILABLE FOR REVIEW. THIS INFORMATION IS INFORMATIONAL ONLY AND THE DISTRICT DOES NOT WARRANT THAT THE INF COMPLETE OR CURRENT. ALTHOUGH EVERY REASONABLE EFFORT HAS BEEN MADE TO MAKE THE INFORMATION AS COMPLETE AS POSSIBLE, ANYONE OR ANY ENTITY UTILIZING OR ACCESSING THIS INFORMAT PERFORM ITS OWN DUE DILIGENCE AND MAY NOT RELY ON THE SUPPLIED INFORMATION ALONE. Los Angeles Unified School District Belmont Learning Complex Request for Proposal IOR Deficiency Report by Specification Number ID Spec. Section <1> Location Trade Description Drawing # Image # <2> Academy Houses Concrete (School) Concrete surface out of tolerance. Floor drain, concrete placed too high, one location, AB P jpg column line 7.8 and Academy Houses Concrete (School) Concrete surface out of tolerance. Uneven floor at doors 211 and column line 2.7 from AB P jpg E.7 to F Academy Houses Concrete (School) Concrete structural slab does not slope to drain about 10 x 14 foot area expected. AB Academy Houses Concrete (School) Concrete surface out of tolerance. Uneven concrete floor at doors; AB P jpg Academy Houses Concrete (School) Foot prints in concrete at column B to B.5 full width of corridor. AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance. Uneven floor column line 9 to 10 and C to D. AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance. Floor slab rough and slopes about 1", 4 x 5 foot area AB expected Academy Houses Concrete (School) Concrete surface out of tolerance, floor at doors 317 and 318. AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance, floor at door 317. AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance. Uneven floor at doors; , 18' long. AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance floor; uneven column 5.7 to 6.1 full width. No concrete AB P jpg placed at seismic joint, about 1 foot by full width of corridor Academy Houses Concrete (School) Voids in floor column 10 and G, about 6" x 6" each, 2 locations. Concrete droppings AB P jpg between column line 7& Academy Houses Concrete (School) Concrete surface out of tolerance. Uneven floor column line 5.5 to 6, full width of AB P jpg corridor Academy Houses Concrete (School) Concrete surface out of tolerance. Uneven concrete at doors; AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance. Floor drain, concrete placed too high, 2 locations. AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance. Uneven floor at door 311 and column line 2.7 from E.7 AB P jpg to F Academy Houses Concrete (School) Concrete surface out of tolerance: Rough concrete (#1) at doors , rough concrete AB P jpg with voids (#2) column 5.3 to 6.5. Full width of corridor Academy Houses Concrete (School) Concrete surface out of tolerance. Concrete floor rough column line M to L and 2.7 to AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance: Uneven floor (#1) full width, column F to G.3; foor AB P jpg prints (#2) full width, column F to G Academy Houses Concrete (School) Concrete surface out of tolerance, floor rough at door 221. AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance: Uneven floor (#1) width of corridor, column 3 to 5; AB P jpg foot prints (#2) width of corridor, column 4 to Academy Houses Concrete (School) Concrete surface out of tolerance. Floor drain, concrete placed to high, 1 location. AB P jpg Column L.7 and Academy Houses Concrete (School) Concrete surface out of tolerance: Full width and length uneven (#1) and foot prints (#2). AB Academy Houses Concrete (School) Concrete surface out of tolerance: Rough concrete (#1) at doors Also rough concrete near stairs, column 5.5 to 6.5, 2 foot wire Academy Houses Concrete (School) Concrete surface out of tolerance floors, uneven floor (#1) full width of corridor, column 3 to 5.5, foot prints (#2) full length of corridor column 3 to Academy Houses Concrete (School) Concrete surface out of tolerance. Floor drain concrete placed too high, column line L.5 to Academy Houses Concrete (School) Concrete surface out of tolerance. Uneven finish on floors at doors and Academy Houses Concrete (School) Concrete surface out of tolerance at two locations 1) Col. 7.8 to 7 and R.7 to S about 8 by 30' 2) Col.2.7 to 3.2 and R.7 to S about 8 by 20 feet. AB AB AB AB AB P jpg P jpg P jpg P jpg P jpg Print Date: 7/3/01 Page 5 of 154
6 DISCLAIMER: THE DISTRICT PROVIDES INFORMATION ABOUT THE DOCUMENTS AVAILABLE FOR REVIEW. THIS INFORMATION IS INFORMATIONAL ONLY AND THE DISTRICT DOES NOT WARRANT THAT THE INF COMPLETE OR CURRENT. ALTHOUGH EVERY REASONABLE EFFORT HAS BEEN MADE TO MAKE THE INFORMATION AS COMPLETE AS POSSIBLE, ANYONE OR ANY ENTITY UTILIZING OR ACCESSING THIS INFORMAT PERFORM ITS OWN DUE DILIGENCE AND MAY NOT RELY ON THE SUPPLIED INFORMATION ALONE. Los Angeles Unified School District Belmont Learning Complex Request for Proposal IOR Deficiency Report by Specification Number ID Spec. Section <1> Location Trade Description Drawing # Image # <2> Academy Houses Concrete (School) East-West joint in concrete floor slab at column line P, surface uneven and contains AB P jpg voids Academy Houses Concrete (School) Foot prints in concrete, column line M.2 and 3, about 4 by 8 foot area. AB P jpg Academy Houses Concrete (School) Floor slab placed too high and floor drain will not receive water at column line R.7 and 3- AB P jpg Academy Houses Concrete (School) Cold joint and voids at column line S near doors Total of about 20' lineal. AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance at deck drains, 5 total. Column line 3, 3.5, 4.5, 5.8 and AB P jpg 6.8 at line R Academy Houses Concrete (School) Concrete surface out of tolerance in triangle shaped area, outside rooms 214 & 216. AB P jpg Academy Houses Concrete (School) Concrete slab outside of doors , triangle shaped area, two total, concrete uneven. AB P jpg About 24 square feet total Academy Houses Concrete (School) East-West joint in concrete floor at column line P, surface uneven and contains voids. AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance imperresions in concrete slab, column line 3 to 2.7 and AB P jpg N to N.5 about 10 by 12 foot area Academy Houses Concrete (School) Concrete surface out of tolerance, 2 locations, column line P.3 and Q.3 at 3. AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance, near column line 4.2 and N.3, about 20 square feet. AB P jpg Academy Houses Concrete (School) Foot prints in concrete near column line N, from 6 to 6.6. About 2 by 8 feet. AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance. AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance at floor drains, 5 total. Column line 3, 3.5, 4.5, 5.8 and AB P jpg 6.8 at line R Academy Houses Concrete (School) Concrete surface out of tolerance near stairs, N to N.3 from 6 to 6.8 also uneven (1 1/2") AB P jpg area expected about 120 square feet Academy Houses Concrete (School) Concrete joint irregular and voids column line N near doors AB P jpg Academy Houses Concrete (School) Joint in floor slab with voids, column line S near door AB P jpg Academy Houses Concrete (School) Concrete surface out of tolerance two locations; 1) Column 7.8 to 7 and R.7 to S, about 8 AB P jpg by 30', 2) Column 2.7 to 3.2 and R.7 to S Academy Houses Concrete (School) Concrete surface out of tolerance. Steep sloped elevation change in concrete column line AB P jpg S at doors about 1 1/2" high Academy Houses Electrical (School) 2 Floor penetrations for temporary power require repair of holes and temporary fire AB P jpg stopping at L Academy Houses General Contracting Temporary steel safety rail posts project 1/2" +/- above finish floor, total of 42 locations. AB P jpg Academy Houses General Contracting Hole thru floor slab to floor below, one 2", 2' North of door 218 at corridor to room 218. AB Academy Houses General Contracting Steel safety rail post locations, holes and irregular surfaces at concrete floor slabs. Total AB P jpg of 27 locations Academy Houses General Contracting Steel safety rail posts are not cut off at finish floor. Up about 1/2" at shafts and exterior AB P jpg walls. Total of 27 locations with one post not cut at room Academy Houses General Contracting Hole in slab used for safety rail post to be filled (10) and 6 angles not burnt flush to slab AB P jpg to be ground flush with slab Academy Houses General Contracting Concrete finish irregular room 210, chips in concrete floor 20 locations, holes in slab AB P jpg where safety rail posts removed 23 locations, safety rail posts project above finish floor 9 locations Academy Houses General Contracting Holes in elevated slab need patching. AB P jpg Print Date: 7/3/01 Page 6 of 154
7 DISCLAIMER: THE DISTRICT PROVIDES INFORMATION ABOUT THE DOCUMENTS AVAILABLE FOR REVIEW. THIS INFORMATION IS INFORMATIONAL ONLY AND THE DISTRICT DOES NOT WARRANT THAT THE INF COMPLETE OR CURRENT. ALTHOUGH EVERY REASONABLE EFFORT HAS BEEN MADE TO MAKE THE INFORMATION AS COMPLETE AS POSSIBLE, ANYONE OR ANY ENTITY UTILIZING OR ACCESSING THIS INFORMAT PERFORM ITS OWN DUE DILIGENCE AND MAY NOT RELY ON THE SUPPLIED INFORMATION ALONE. Los Angeles Unified School District Belmont Learning Complex Request for Proposal IOR Deficiency Report by Specification Number ID Spec. Section <1> Location Trade Description Drawing # Image # <2> Academy Houses General Contracting Steel safety posts 1/2"+1- above concrete floor slab with open holes at square tubes, total AB P jpg of 30 locations Academy Houses Roofing and Waterproofing Floor flashing at wall at deck drain too high, not sealed, one location. Column 5.8 and AB P jpg R Administration Concrete (School) Slab on grade concrete has not been placed. AE-1.01 P jpg Administration Concrete (School) Reinforcing steel that is bent or broken to be replaced. All rusty bar to be cleaned. All AE-1.01 P jpg reinforcing bars that are bent, broken and rusty shall be corrected before concrete placement Administration Concrete (School) Concrete surface out of tolerance. Rough floor finish, 2 locations about 20' square each. AE-1.02 P jpg Administration Concrete (School) Concrete surface out of tolerance. Floor out of level up to 3/4" from column line B.5 to D AE-1.02 and 2 to Administration Concrete (School) No floor concrete placed at top of stair, about 6 by 3 feet. AE-1.02 P jpg Administration Concrete (School) Foundation and footing for masonry walls and columns have not been placed. SE-1.1 P jpg Parking Garage Cast-in-Place Concrete (Parking) Finish floor ramp from Parking Level 2 to Parking Level 1. Interior finish slab out of tolerance 1/2". P jpg Parking Garage Cast-in-Place Concrete (Parking) Concrete stair trend do not have warning spripes. AA 1.03 P jpg Parking Garage Cast-in-Place Concrete (Parking) Two block outs at floor slab elev. For door frame remove wood - patch Concrete slab as AA 1.04 P jpg required Parking Garage Cast-in-Place Concrete (Parking) Correction of cold joint where concrete column angle butts with concrete beam North AA 1.05 P jpg wall side at N-2 horizontal joint Parking Garage Cast-in-Place Concrete (Parking) Finish floor to be level 1/8 inch to 10 feet section not acceptable to specification for interior finish slabs (out of tolerance by 1/2") AA 1.07 P jpg Parking Garage Cast-in-Place Concrete (Parking) Finish floor ramp from PL-3 to PL-2. Interior finish slab out of tolerance by 1/2". AA 1.08 P jpg Parking Garage Cast-in-Place Concrete (Parking) Holes in slab on grade concrete. AA-1.01 P jpg Parking Garage Cast-in-Place Concrete (Parking) Concrete stairs to lower Parking Level. Do not have stair tread warning strips per ADA AA-1.02 P jpg requirements Parking Garage Cast-in-Place Concrete (Parking) Concrete stairs to lower Parking Level. Do not have stair tread warning strips per ADA AA-1.02 P jpg requirements Parking Garage Cast-in-Place Concrete (Parking) At concrete column on north-west corner and south-east corner repair damage at 24" max AA-1.07 P jpg from deck Parking Garage Cast-in-Place Concrete (Parking) Snap ties and are exposed in ceiling of stair shaft. P 306 P jpg Parking Garage Electrical (School) Concrete wall on 7.5 line and level # 2 wall and over head in corridor have not been AA P jpg finished. Example: Snap tie holes, form edges uneven and concrete drips Parking Garage Electrical (School) Correction of hole on slab on grade for mislocated conduit into gypsum wall. AA 1.03 P jpg Site-Wide Concrete/Masonry/Reinforcing Steel (Site Retaining Walls) From 2+40 to end of wall 1+00 footing not placed. C-1.12 P jpg Print Date: 7/3/01 Page 7 of 154
8 DISCLAIMER: THE DISTRICT PROVIDES INFORMATION ABOUT THE DOCUMENTS AVAILABLE FOR REVIEW. THIS INFORMATION IS INFORMATIONAL ONLY AND THE DISTRICT DOES NOT WARRANT THAT THE INF COMPLETE OR CURRENT. ALTHOUGH EVERY REASONABLE EFFORT HAS BEEN MADE TO MAKE THE INFORMATION AS COMPLETE AS POSSIBLE, ANYONE OR ANY ENTITY UTILIZING OR ACCESSING THIS INFORMAT PERFORM ITS OWN DUE DILIGENCE AND MAY NOT RELY ON THE SUPPLIED INFORMATION ALONE. Los Angeles Unified School District Belmont Learning Complex Request for Proposal IOR Deficiency Report by Specification Number ID Spec. Section <1> Location Trade Description Drawing # Image # <2> Site-Wide Concrete/Masonry/Reinforcing Steel (Site From station to end of wall at station foundation is not placed. C-1.12 P jpg Retaining Walls) Site-Wide Concrete/Masonry/Reinforcing Steel (Site From 2+40 to end of wall 1+00 footing not placed. C-1.12 P jpg Retaining Walls) Site-Wide Concrete/Masonry/Reinforcing Steel (Site From station 5+72 to station 4+96 footing for masonry wall not placed. C-1.13 P jpg Retaining Walls) Triple Gym Metal Deck and Insulating Concrete Cement stains on block from concrete placed at roof deck typical 3 rooms. Total 5 rooms. P jpg Triple Gym Metal Deck and Insulating Concrete Concrete stains on block walls, typical, from concrete placed at roof deck. Typical this AC1.01 P jpg room Academy Houses Reinforced Masonry and Veneer Systems CMU walls are not complete at stair tower walls. P jpg Academy Houses Reinforced Masonry and Veneer Systems Sprinkler branch lines is embodied in CMU wall 1" clearance is not provided over access AB P jpg door at N and N Academy Houses Reinforced Masonry and Veneer Systems Top of parapet CMU wall not complete. AB P jpg Academy Houses Reinforced Masonry and Veneer Systems Top of spandrel rail at CMU wall not complete. AB P jpg Academy Houses Reinforced Masonry and Veneer Systems CMU veneer at elevator and door 102 is not installed. AB P jpg Academy Houses Reinforced Masonry and Veneer Systems CMU at top of wall has not been installed. AB P jpg Administration Reinforced Masonry and Veneer Systems Masonry wall not built to correct height about 2' short of bottom of roof deck, about 45' AE-1.03 P jpg long. Column line 2.7 to 3 and D to D Parking Garage Drywall/EIFS/SOFP CMU wall not caulked at end and top as required. S-0.4 P jpg Parking Garage Drywall/EIFS/SOFP Compressable material and caulk missing at top and sides of walls. SA-1.3 P jpg Parking Garage Reinforced Masonry and Veneer Systems CMU walls in area exhibit efforcesence required to be corrected. AA 1.09 P jpg Parking Garage Reinforced Masonry and Veneer Systems CMU wall at louver opening top course not complete. AA-1.07 P jpg Academy Houses Reinforced Masonry and Veneer Systems At elevation masonry wall has not been built, rebar bent and rusted. AA-2.05 P jpg Academy Houses Reinforced Masonry and Veneer Systems Concrete floor: Motar droppings (#3) full width of corridor and full length. AB P jpg Academy Houses Reinforced Masonry and Veneer Systems Concrete floors: Motar dropings (#3) full width of corridor, column 4 to 5. AB P jpg Academy Houses Reinforced Masonry and Veneer Systems Concrete floor: Motar droppings (#3) full width of corridor, column 3 to 5.5. AB P jpg Academy Houses Reinforced Masonry and Veneer Systems Mitered corners have poor tooling and mortar missing in corridors S, 3 and N. AB P jpg Academy Houses Reinforced Masonry and Veneer Systems Mitered corners are poorly tooled and missing mortar in corridors S, 3 and N. AB P jpg Academy Houses Reinforced Masonry and Veneer Systems Mitered corners are poorly tooled and missing mortar in corridors S, 3 and N. AB P jpg Administration Drywall/EIFS/SOFP No caulked joints at masonry expansion joints, 7 locations. AE-1.03 P jpg Administration Reinforced Masonry and Veneer Systems Void between thru steel beams and masonry at beam pocket. Typical 12 locations. AE-1.02 P jpg Administration Reinforced Masonry and Veneer Systems Cold joint cracking at corner where two different walls meet. AE-1.02 P jpg Administration Reinforced Masonry and Veneer Systems Beams thru masonry walls have not been grouted in place. AE-1.1 P jpg Parking Garage Drywall/EIFS/SOFP Masonry wall not fire safed at top of wall. AA 1.07 P jpg Parking Garage Drywall/EIFS/SOFP Wood shims left in top of wall and penetrating fire safeing AA-1.06 P jpg Parking Garage Drywall/EIFS/SOFP Masonry walls at top and sides not fire safed. AA-1.07 P jpg Parking Garage Drywall/EIFS/SOFP Compressable material and caulk not done at top and sides of wall. AA-1.07 P jpg Parking Garage Drywall/EIFS/SOFP Edge of deck at masonry not fire safed. AA-1.07 P jpg Parking Garage Drywall/EIFS/SOFP Top of masonry wall has not been fire safed. AA-1.07 P jpg Parking Garage Miscellaneous Iron and Steel Stairs Vehicle corner guards not installed. AA 1.07 P jpg Print Date: 7/3/01 Page 8 of 154
9 DISCLAIMER: THE DISTRICT PROVIDES INFORMATION ABOUT THE DOCUMENTS AVAILABLE FOR REVIEW. THIS INFORMATION IS INFORMATIONAL ONLY AND THE DISTRICT DOES NOT WARRANT THAT THE INF COMPLETE OR CURRENT. ALTHOUGH EVERY REASONABLE EFFORT HAS BEEN MADE TO MAKE THE INFORMATION AS COMPLETE AS POSSIBLE, ANYONE OR ANY ENTITY UTILIZING OR ACCESSING THIS INFORMAT PERFORM ITS OWN DUE DILIGENCE AND MAY NOT RELY ON THE SUPPLIED INFORMATION ALONE. Los Angeles Unified School District Belmont Learning Complex Request for Proposal IOR Deficiency Report by Specification Number ID Spec. Section <1> Location Trade Description Drawing # Image # <2> Parking Garage Reinforced Masonry and Veneer Systems Door sill not complete, missing grout. P jpg Parking Garage Reinforced Masonry and Veneer Systems Top of wall not properly fire caulked at CMU wall. AA 109 P jpg Parking Garage Reinforced Masonry and Veneer Systems Masonry sill solider course not done. AA-1.01 P jpg Parking Garage Reinforced Masonry and Veneer Systems Cap block missing at top of 4' wall. AA-1.01 P jpg Parking Garage Reinforced Masonry and Veneer Systems Dowels and block at store front window sill not done to above print detail. AA Parking Garage Reinforced Masonry and Veneer Systems At entrance to elevator CMU toothed - not per spec. AA-1.03 P jpg Parking Garage Reinforced Masonry and Veneer Systems Veneer work from 6' 6" to 10' above footing chipped off and not replaced. AA-1.03 P jpg Parking Garage Reinforced Masonry and Veneer Systems Block missing under duct work. AA-1.06 P jpg Parking Garage Reinforced Masonry and Veneer Systems Masonry wall I course below window not layed. AA-1.07 P jpg Parking Garage Reinforced Masonry and Veneer Systems Wall over door at generator room incomplete. AA-1.07 P jpg Parking Garage Reinforced Masonry and Veneer Systems Block missing at top of wall where conduit penetrates wall. AA-1.07 P jpg Parking Garage Reinforced Masonry and Veneer Systems CMU top row last course at openings along wall not complete at louvers 14 total. AA P jpg Parking Garage Reinforced Masonry and Veneer Systems Large opening in CMU South and North elevator shaft walls not complete. Note: AB P jpg Structure steel beam penetrates thru both walls of elevator shaft Parking Garage Reinforced Masonry and Veneer Systems Masonry work incomplete. Not to detail above. SA- P jpg Parking Garage Reinforced Masonry and Veneer Systems Masonry work incomplete. Dowles for horizontal bars missing. Work not to detail. SA-1.01 P jpg Bars bent Site-Wide Concrete/Masonry/Reinforcing Steel (Site From elevation to station masonry wall incomplete, not grouted an rebar C-1.12 P jpg Retaining Walls) rusted Site-Wide Concrete/Masonry/Reinforcing Steel (Site From station to station rebar have been cut flush with concrete starter C-1.12 P jpg Retaining Walls) wall Site-Wide Concrete/Masonry/Reinforcing Steel (Site From station to station st course of masonry laid. Vertical reinforcing C-1.12 P jpg Retaining Walls) badly rusted and needs to be cleaned Site-Wide Concrete/Masonry/Reinforcing Steel (Site From station 5+72 to station 4+96 masonry wall not erected. C-1.13 P jpg Retaining Walls) Triple Gym Drywall/EIFS/SOFP Control joint at CMU to CMU North-South walls caulking not completed location at W- AC-1.02 P jpg 3.5 and V Triple Gym Reinforced Masonry and Veneer Systems Beam not grouted at CMU wall 4 locations. P jpg Triple Gym Reinforced Masonry and Veneer Systems Cement stains on block. Typical these rooms. P jpg Triple Gym Reinforced Masonry and Veneer Systems Grout around beam penetration at CMU wall above entrance door and West wall. P jpg Triple Gym Reinforced Masonry and Veneer Systems Beam penetration thru CMU wall has not been grouted. AC 1.00 P jpg Triple Gym Reinforced Masonry and Veneer Systems Wood embedded in CMU wall for openning at North wall. AC Triple Gym Reinforced Masonry and Veneer Systems Grouting and/or dry packing of area under structural steel member where penetration of AC-1.02 P jpg CMU walls occurred has not been completed at East-West-South walls Triple Gym Reinforced Masonry and Veneer Systems Grouting or dry pack of beam past thru CMU wall is not completed at East-South. AC-1.02 P jpg Triple Gym Reinforced Masonry and Veneer Systems Grouting and/or dry packing of area under structural steel beam where penetration of AC-1.02 P jpg CMU wall occures have not been completed total of 4 areas effected in Team room and entrance area Triple Gym Reinforced Masonry and Veneer Systems Block out at CMU wall at line 3.8 correction required. Left space void. AC-1.02 P jpg Triple Gym Reinforced Masonry and Veneer Systems Grouting and/or dry packing of area under structure steel members where penetration of AC-1.02 P jpg CMU wall occures have not been completed. 5 Different areas effected in room Triple Gym Reinforced Masonry and Veneer Systems Grout stain from top of elec. box down typical condition on wall. AC-1.02 P jpg Triple Gym Reinforced Masonry and Veneer Systems CMU block cut out. Penetration at 3.8 line correction required (Left space void). AC-1.02 P jpg Triple Gym Reinforced Masonry and Veneer Systems Wood forms in block wall for 12 by 12 openings, 3 total. AC1.01 P jpg Print Date: 7/3/01 Page 9 of 154
10 DISCLAIMER: THE DISTRICT PROVIDES INFORMATION ABOUT THE DOCUMENTS AVAILABLE FOR REVIEW. THIS INFORMATION IS INFORMATIONAL ONLY AND THE DISTRICT DOES NOT WARRANT THAT THE INF COMPLETE OR CURRENT. ALTHOUGH EVERY REASONABLE EFFORT HAS BEEN MADE TO MAKE THE INFORMATION AS COMPLETE AS POSSIBLE, ANYONE OR ANY ENTITY UTILIZING OR ACCESSING THIS INFORMAT PERFORM ITS OWN DUE DILIGENCE AND MAY NOT RELY ON THE SUPPLIED INFORMATION ALONE. Los Angeles Unified School District Belmont Learning Complex Request for Proposal IOR Deficiency Report by Specification Number ID Spec. Section <1> Location Trade Description Drawing # Image # <2> Triple Gym Reinforced Masonry and Veneer Systems Hair line cracking of CMU parapet wall and CMU wall on at line DD at five different AC1.01 P jpg spots, on line CC at three different spots Triple Gym Reinforced Masonry and Veneer Systems Masonry beam between lines 4.2 to 5.5 at DD line is sagging about 3/4" at roof parapet AC1.01 P jpg elevation Triple Gym Reinforced Masonry and Veneer Systems Hair line cracking at CMU joints and bottom side of CMU joints have not been grouted AC1.01 P jpg or tooled in area noted Triple Gym Reinforced Masonry and Veneer Systems Open beam pocket no masonry or concrete for roof beam, one location East wall. AC1.01 P jpg Triple Gym Reinforced Masonry and Veneer Systems Beam pocket for thru steel roof beam not filled in with masonry/concrete. Typical 2 AC1.01 P jpg locations Triple Gym Reinforced Masonry and Veneer Systems Rebar floor dowels also horizontal bars at door openings coated with cement, typical. AC1.01 P jpg Triple Gym Reinforced Masonry and Veneer Systems Concrete trash not removed. One location, about 3" by 3". AC1.01 P jpg Triple Gym Reinforced Masonry and Veneer Systems Cement stains on concrete block. Typical all walls. AC1.01 P jpg Triple Gym Reinforced Masonry and Veneer Systems Typical condition: Efflorescent on CMU walls North, South, West sides of exterior walls. AC1.01 P jpg Triple Gym Reinforced Masonry and Veneer Systems Concrete stains on block walls, typical this room. AC1.01 P jpg Triple Gym Reinforced Masonry and Veneer Systems Open beam pockets for through the wall steel roof beams. No masonry two openings AC1.01 P jpg (One each East and West walls) Triple Gym Reinforced Masonry and Veneer Systems Cement on block walls, typical. AC1.01 P jpg Triple Gym Reinforced Masonry and Veneer Systems Temp. wood frames not removed from masonry openings, 2 total 8 1/2" by 8 1/2". AC1.01 P jpg Triple Gym Reinforced Masonry and Veneer Systems Concrete stains on block, typical. AC1.01 P jpg Triple Gym Reinforced Masonry and Veneer Systems Cement stains on block, typical. AC1.01 P jpg Triple Gym Reinforced Masonry and Veneer Systems Temp. wood forms not removed from two, 12" by 12" openings in attic. AC1.01 P jpg Triple Gym Reinforced Masonry and Veneer Systems 3/16 Gap-crack found on CMU parapet wall-crack stair steps down from top of parapet SC1.03 P jpg wall landing down under beam ledger angle located at North wall, approx. 1' from West side Triple Gym Reinforced Masonry and Veneer Systems 1/16 Gap crack found on CMU parapet wall. Crack steps down from top of parapet wall, SC1.03 P jpg leading down under beam ledger angle. Located at West wall approx. 1' to 2' from North side Academy Houses Drywall/EIFS/SOFP Door frames not caulked where block veneer abutts, door jambs and door head, typical. AB P jpg Level 1 at 16 doors total Academy Houses Drywall/EIFS/SOFP Backer rod and caulking at top of masonry veneer and EIFS ceiling not started at level 1 AB P jpg and 2. Note: Level 3 veneer not installed. This is a typical condition Academy Houses Reinforced Masonry and Veneer Systems From elevation to top of roof parapet masonry veneer has not been installed. P jpg Academy Houses Reinforced Masonry and Veneer Systems From to masonry veneer is showing efflorescence. P jpg Academy Houses Reinforced Masonry and Veneer Systems From elevation to top of parapet, craft paper and veneer track has not been AA-2.01 P jpg installed Academy Houses Reinforced Masonry and Veneer Systems From elevation to top of parapet no craft or veneer track has been installed. AA-2.02 P jpg Academy Houses Reinforced Masonry and Veneer Systems From elevation to top of parapet craft paper and veneer track has not been AA-2.02 P jpg installed Academy Houses Reinforced Masonry and Veneer Systems Masonry veneer is incomplete. AA P jpg Academy Houses Reinforced Masonry and Veneer Systems From elevation to masonry veneer incomplete from to top of parapet craft paper and veneer track not installed. AA-2.06 P jpg Print Date: 7/3/01 Page 10 of 154
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