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HomeMy WebLinkAboutNEWEST CONSTRUCTION; 2011-04-15; PWM11-44UTILPWM 11-44UTIL City of Carlsbad MINOR PUBLIC WORKS PROJECT REQUEST FOR BID This is not an order. Project Manager William E. Plummer Date Issued: February 7,201 1 (760) 602-2768 Request For Bid No.: None Mail To: CLOSING DATE: February 16.201 1 William E. Plummer Bid shall be deposited in the Bid Box located City of Carlsbad in the first floor lobby of the Faraday Center 1635 Faraday Avenue located at 1635 Faraday Avenue, Carlsbad, Carlsbad, California 92008-731 4 CA 92008 until 4:00 p.m. on the day of Bid closing. Award will be made to the lowest responsive, responsible contractor based on total price. Please use typewriter or black ink. Envelope MUST include Request For Bid No. NA DESCRIPTION Labor, materials and equipment to furnish and install Metal Roof Canopy and Metal Gate Replacement for Chinquapin Sewer Lift Station, Proiect No. 3494, as shown on Drawinq No. 124-6A Sheets 25.26.27. and 28. No job walk-through scheduled. Contractors to arrange site visit by contacting: Project Manager: William Plummer Phone No. 1760) 602-2768 Submission of bid implies knowledge of all job terms and conditions. Contractor acknowledges receipt of Addendum No. 1 0, 2 0, 3 (),4 (), 5 (1. SUBJECT TO ACCEPTANCE WITHIN (90) DAYS Name and Address of Contractor \\?E~L<+ L~~G\wG-$\~~? 85nSE -533 - 07-34 Name Telephone UNC Q';E 5'33. 9~>53 Address Fax kqbt~~b edb Tz\?,.L* Yq\tk\e &b t"w_&5\ PC . C - b ;s, CityIStatelZip ' E-~hil Address Revised 09/01 I09 Name and Title of Person Authorized to sign contracts. \ vc crji Lu&b signaturew Title Name Date JOB QUOTATION Quote Lump Sum, including all applicable taxes. Award is by total price. Evaluation and Award. Bids are binding subject to acceptance at any time within 90 days after opening, unless otherwise stipulated by the City of Carlsbad. Award will be made by the Purchasing Officer to the lowest, responsive, responsible contractor. The City reserves the right to reject any or all bids and to accept or reject any item(s) therein or waive any informality in the bid. In the event of a conflict between unit price and extended price, the unit price will prevail unless price is so obviously unreasonable as to indicate an error. In that event, the bid will be rejected as non-responsive for the reason of the inability to determine the intended bid. The City reserves the right to conduct a pre-award inquiry to determine the contractor's ability to perform, including but not limited to facilities, financial responsibility, materials/supplies and past performance. The determination of the City as to the Contractor's ability to perform the contract shall be conclusive. Note: Please do not siqn the contract document (last pane) at this time. The successful contractor will execute the contract after bid award. 13C TOTAL P%@R : 18 .I8 b XF,; 9,7~b 5 \z SUBMITTED BY: DESCRIPTION METAL ROOF CANOPY METAL GATE REPLACEMENT TOTAL WQ&.>+ c9{\&tu( A,c;, %\'15SS Company/Business Name Contractor's License Number QTY 1 1 L ,ITEM NO. 1 2 hi-L. s Gu Q\\~~'\zc~ \z, Printed Name and Title Expiration Date UNIT Lump Sum Lump Sum 3\\~iu\\ Date TAX IDENTIFICATION NUMBER (Corporations) Federal Tax I.D.#: cb- \1?.,903 \ OR (Individuals) Social Security #: Revised 09101 109 DESIGNATION OF SUBCONTRACTORS Set forth below is the full name and location of the place of business of each sub-contractor whom the contractor proposes to subcontract portions of the work in excess of one-half of one percent of the total bid, and the portion of the work which will be done by each sub-contractor for each subcontract. NOTE: The contractor understands that if he fails to specify a sub-contractor for any portion of the work to be performed under the contract in excess of one-half of one percent of the bid, the contractor shall be deemed to have agreed to perform such portion, and that the contractor shall not be permitted to sublet or subcontract that portion of the work, except in cases of the public emergency or necessity, and then only after a finding, reduced in writing as a public record of the Awarding Authority, setting forth the facts constituting the emergency or necessity in accordance with the provisions of the Subletting and Subcontracting Fair Practices Act (Section 4100 et seq. of the California Public Contract Code). If no subcontractors are to be employed on the project, enter the word "NONE." Total % Subcontracted: * Indicate Minority Business Enterprise (MBE) of subcontractor. PORTION OF WORK TO BE SUBCONTRACTED Revised 0910 1 109 Item No. SUBCONTRACTOR* Description of Work % of Total Contract MBE Yes Business Name and Address Nca No License No., Classification & Expiration Date CITY OF CARLSBAD MINOR PUBLIC WORKS CONTRACT (Less than $30,000) Labor: I propose to employ only skilled workers and to abide by all State and City of Carlsbad Ordinances governing labor. Guarantee: I guarantee all labor and materials furnished and agree to complete work in accordance with directions and subject to inspection approval and acceptance by: William E. Plummer (project manager) The Payment of Prevailing Wages is Not Required The City of Carlsbad is a Charter City. Carlsbad Municipal Code Section 3.28.130 supersedes the provisions of the California Labor Code when the public work is not a statewide concern. Payment of prevailing wages is at contractor's discretion. False Claims Contract hereby agrees that any contract claim submitted to the City must be asserted as part of the contract process as set forth in this agreement and not in anticipation of litigation or in conjunction with litigation. Contractor acknowledges that California Government Code sections 12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. The provisions of Carlsbad Municipal Code sections 3.32.025, 3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference. Contractor hereby acknowledges that the filing of a false claim may be subject to the contractor to an administrative debarment proceeding wherein the contractor may be prevented from further bidding on public contracts for a period of up to five years and that debarment by another jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontractor from participating in contract bidding. - Signature: V Print Name: ku\ 4, 5 - Qv\ht - -- Revised 09/01 I09 Commercial General Liability, Automobile Liability and Workers' Compensation Insurance: The successful contractor shall provide to the City of Carlsbad, a Certification of Commercial General Liability and Property Damage lnsurance and a Certificate of Workers' Compensation lnsurance indicating coverage in a form approved by the California lnsurance Commission. The certificates shall indicate coverage during the period of the contract and must be furnished to the City prior to the start of work. The minimum limits of liability lnsurance are to be placed with insurers that have: (1) a rating in the most recent Best's Key Rating Guide of at least A-:V and (2) are admitted and authorized to transact the business of insurance in the State of California by the lnsurance Commissioner. Commercial General Liability lnsurance of Injuries including accidental death, to any one person in an amount not less than. ....... $500,000 Subject to the same limit for each person on account of one accident in an amount not less than . . . . . . .$500,000 Property damage insurance in an amount of not less than.. . . . ... $1 00,000 Automobile Liability lnsurance in the amount of $100,000 combined single limit per accident for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. The automobile insurance certificate must state the coverage is for "any auto" and cannot be limited in any manner. The above policies shall have non-cancellation clause providing that thirty (30) days written notice shall be given to the City prior to such cancellation. The policies shall name the City of Carlsbad as additional insured. Indemnity: The Contractor shall assume the defense of, pay all expenses of defense, and indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from or in connection with the performance of the Contract or work; or from any failure or alleged failure of Contractor to comply with any applicable law, rules or regulations including those related to safety and health; and from any and all claims, loss, damages, injury and liability, howsoever the same may be caused, resulting directly or indirectly from the nature of the work covered by the Contract, except for loss or damage caused by the sole or active negligence or willful misconduct of the City. The expenses of defense include all costs and expenses including attorneys' fees for litigation, arbitration, or other dispute resolution method. Revised 09101 109 Jurisdiction: The Contractor agrees and hereby stipulates that the proper venue and jurisdiction for resolution of any disputes between the parties arising out of this agreement is San Diego County, California. Start Work: I agree to start within working days after receipt of Notice to Proceed. Completion: I agree to complete work within working days after receipt of Notice to Proceed. CONTRACTOR: CITY OF CARLSBAD a municiual By: Assistant City Manager \ Q-kLL 5 &t,wu\iK . Pm5, rzm E/&w/M~ A-/, (print name and title) (address) &&./&we% n 768- Ad,- (telepFone no.) ' li'L*k 6 ~ik1k~ Q w I\& (print name and title) 1-A, *$ . ~ -. (address) %<:%- 5 Jy - mL\ (telephone no.) - 537 * q~5 J--, (fax no.) b ,~-h\Sk b 6 u\~~s~ 8-0 cb'kb \ (e-mail address) ATTEST: (Proper notarial acknowledgment of execution by Contractor must be attached. Chairman, president or vice-president and secretary, assistant secretary, CFO or assistant treasurer must sign for corporations. Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation.) APPROVED AS TO FORM: RONALD R. BALL, City Attorney BY: ~epay city qttorney Revised 0910 1 109 NEWest Construction Co Inc. Special Meeting of the Board of Directors June 22,2009 Opening: A Special Meeting of the Board of Directors was called today, June 22,2009, for the express purpose of restating the authority of Mark Jennette, President, to enter into contracts and have general supervision, direction and control of the business and affairs of the corporation. Present: John P. Ryan and Christine Davidson were present at the Rockland, MA office. Mark Jennette attended the meeting via telephone from the San Diego office. Kathleen Ryan did not attend. A. Issue A prequalification form requests a copy of minutes that enable Mark Jennette to bind the corporation into legal contracts. This special meeting was called for the express purpose of documenting the rights of Mark Jennette to enter into contracts, bind the corporation and have the general powers and duties of management usually vested in the office of President of a corporation. The above is acknowledged to be true by the Board of Directors of Newest Construction Co Inc. Meeting was adjourned at 1 :30 by John P. Ryan. Minutes submitted by: Christine Davidson, Treasurerlsecretary Approved by: Christine Davidson, Treasurerlsecretary GENERAL NOTES: STEEL: PREFORMED METAL ROOFING: 1. THE PROJECT SPECIFICATIONS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR I. FABRICATION AND ERECTION TO CONFORM TO A.I.S.C. LATEST EDITION "SPECIFICATION FOR I. WORK SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY TO FURNISH PUBLIC WORKS CONSTRUCTION, 2009 EDITION (2009 GREENBOOK), UNLESS OTHERWISE THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS" AND "CODE AND INSTALL METAL ROOFING AS SHOWN OR SPECIFIED, INCLUDING ACCESSORIES CONTIGUOUS WITH NOTED. OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES* EXCEPT AS OTHERWISE THE ROOFING. SHOWN OR SPECIFIED. 2. THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE SITE DURING THE BIDDING. 2. SUBMIT DETAILED PRODUCT DATA INCLUDING COMPLETE INSTALLATION DETAILS. SUBMIT SHOP THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. THE OWNER 2. A.W.S. CERTIFIED WELDERS SHALL BE USED FOR ALL WELDING. WELDING TO BE DRAWINGS SHOWING SEAMS, FLASHING, RIDGES, AND FASCIA DETAILS. SHOW SIZE, TYPE OF JOINTS AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES PERFORMED IN AISC CERTIFIED FABRICATOR SHOP OR EQUAL. ALL WELDING TO CONFORM AND LOCATIONS, FASTENERS, SPECIAL SHAPES AND CONSTRUCTION DETAILS OF WORK PRIOR TO PRIOR TO PROCEEDING. TO THE LGTEST EDITION OF THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE FABRICATION AND DELIVERY. A.W.S. D1.l. 3. UNLESS NOTED OR SHOWN OTHERWISE, ALL PHASES OF WORK ARE TO CONFORM TO THE 3. SUBMIT COMPLETE COLOR CHART FOR OWNER'S COLOR SELECTION. SUBMIT 12 INCH BY 12 INCH MINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE (2010 EDITION), AND ANY 3. MATERIALS: SAMPLES OF SHEET METAL MATERIAL. SAMPLE SHALL INDICATE FINISH, COLOR, AND THICKNESS. A.S.T.M. SPECIFICATIONS ON WHICH THESE STANDARDS ARE BASED. WHERE CONFLICT BETWEEN BUILDING CODES AND SPECIFICATIONS OCCUR, THE MOST STRINGENT ROLLED SHAPES 4. SUBMIT EVIDENCE OF PANEL SYSTEM'S COMPLIANCE WITH THE FOLLOWING TEST STANDARDS: REQUIREMENTS SHALL GOVERN. WIDE FLANGES ASTM A992 GRADE 50 UL-580 (UPLIFT RESISTANCE) CHANNELS, ANGLES & OTHER ASTM A36 ASTM E- 1 680-95 LEAKAGE RESISTANCE) 4. ALL A.S.T.M. DESIGNATIONS REFERRED TO ON THESE DRAWINGS SHALL BE THE LATEST PLATES ASTM A36 ASTM E- 1 646-95 PENETRATION RESISTANCE) ADOPTED OR REVISED SPECIFICATION, AS OF THE DATE OF THESE DRAWINGS. STEEL PIPES ASTM A53 GRADE B ASTM 1592-95 (UNIFORM STATIC AIR PRESSURE DIFFERENCE) STEEL TUBING ASTM A500, GRADE B (Fy=46 KSI) 5. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND HIGH STRENGTH BOLTS ASTM A325 5. MANUFACTURER'S QUALIFICATIONS: MANUFACTURER SHALL HAVE AT LEAST THREE YEARS OF DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. MACHINE BOLTS ASTM A307 EXPERIENCE IN MANUFACTURING PANELS OF THIS NATURE. ANCHOR BOLTS ASTM F1554, GRADE 36 UON 6. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES THREADED AND HANGER ROD ASTM A307 6. INSTALLER'S QUALIFICATIONS: INSTALLER OF THE SYSTEM SHALL BE AN APPROVED INSTALLER, AND TYPICAL DETAILS. WELDED SHEAR CONNECTORS ASTM A108 GRADE 101 5 THRU 1020 CERTIFIED BY THE MANUFACTURER, AND MEET THE FOLLOWING MINIMUM CRITERIA: GALVANIZING ASTM A123 a MAINTAIN GENERAL LIABILITY COVERAGE FOR EACH LOSS AS REQUIRED BY THE CONTRACT. 7. THE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. RUST-INHIBITING PRIMER TT-P-645 b MAINTAIN SUFFICIENT WORKER'S COMPENSATION COVERAGE AS MANDATED BY LAW. UNLESS NOTED OTHERWISE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. c HAS NO VIABLE CLAIMS PENDING REGARDING NEGLIGENT ACTS OR DEFECTIVE WORKMANSHIP 4. HOT-DIPPED GALVANIZE PER ASTM A123, A153, A385 AFTER FABRICATION OF ALL i ON PREVIOUSLY PERFORMED OR CURRENT PROJECTS. 8. NEITHER THE OWNER NOR THE ENGINEER WILL ENFORCE SAFETY MEASURES OR STRUCTURAL STEEL AND CONNECTORS EXPOSED TO WEATHER. REPAIR PER ASTM A780. d) HAS NOT FILED FOR PROTECTION FROM CREDITORS UNDER ANY STATE OR FEDERAL REGULATIONS. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, DESIGN, CONSTRUCT AND INSOLVENCY OR DEBTOR RELIEF STATUTES OR CODES. MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING AND SHALL BE SOLELY 5. CONNECTED MEMBERS SHALL BEAR ONLY UPON UNTHREADED PORTIONS OF BOLTS. e) PROJECT FOREMAN IS THE PERSON HAVING RECEIVED SPECIFIC TRAINING IN PROPER RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH INSTALLATION OF THE SPECIFIED SYSTEM AND WILL BE PRESENT TO SUPERVISE WHENEVER STANDARDS, LAWS AND REGULATIONS. SITE OBSERVATION VISITS BY THE STRUCTURAL 6. BURNING OF HOLES IS NOT ALLOWED. MATERIAL IS BEING INSTALLED. ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE SAFETY ITEMS. f) PROVIDE CERTIFICATION LETTER THAT INSTALLER HAS A MINIMUM OF THREE YEARS OF METAL 7. INSPECTION OF WELDING SHALL CONFORM TO C.B.C. REQUIREMENTS (CHAPTER 17). PRODUCT INSTALLATION EXPERIENCE IMMEDIATELY PRECEDING THE DATE UPON WHICH WORK IS 9. SATISFACTORY EXECUTION OF CONSTRUCTION IS DEPENDENT UPON CONFORMANCE WITH TO COMMENCE. THE INTENT OF THESE DRAWINGS. THE OWNER OR CONTRACTOR SHALL RETAIN A 8. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER'S CALIFORNIA LICENSED CIVIL OR STRUCTURAL ENGINEER DURING CONSTRUCTION TO REPRESENTATIVE FOR REVIEW PRIOR TO FABRICATION. 7. MATERIALS: ROOFING PANELS SHALL BE 22 GAGE (UL-90 RATED - UNDERWRITERS LABORATORIES) OBSERVE THE CONSTRUCTION AND STATE THAT THE STRUCTURE HAS BEEN BUILT IN GALVANIZED STEEL, ZINCALUME, OR GALVALUME SHEETS (ASTM A 792-83-AZ50). PANEL DIMENSIONS GENERAL CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. 9. BOLT HOLES SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, SHALL BE 18 INCH WIDE (NOMINAL) BY 2 INCH HIGH. PANELS SHALL BE MECHANICALLY FIELD UNLESS NOTED OTHERWISE. SEAMED. PANELS SHALL BE FACTORY COATED WITH FLUOROPOLYMER COATING PRODUCED BY KYNAR 10. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. 500 OR HYLAR 5000 RESIN (20 YEAR WARRANTY). PRODUCT SHALL BE ULTRA SEAM US200, AS THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 1O.ALL EXPOSED STRUCTURAL STEEL SURFACES SHALL BE PAINTED AFTER MANUFACTURED BY MRA ARCHITECTURAL METALS, OR OWNER APPROVED EQUAL. GALVANIZATION. AFTER GALVANIZING, CLEAN AND PREPARE SURFACES FOR PAINT AS 1 1. THE OWNER IS THE CITY OF CARLSBAD. THE OWNER'S REPRESENTATIVE IS THE DEPUTY SPECIFIED IN SECTION 310-3 OF THE 2009 GREENBOOK. 8. FASTENERS: FASTENERS TO STRUCTURAL STEEL SHALL BE QUlK DRIVE X-SERIES SELF DRILLING CIN ENGINEER OF THE CITY OF CARLSBAD. ALL REFERENCES TO THE OWNER SHALL TAPPING SCREWS (ICC ESR-3006) BY SIMPSON STRONG-TIE OR OWNER APPROVED EQUAL. OTHER REFER TO THE OWNER OR THE OWNER'S REPRESENTATIVE. 1 I. PAINT: FASTENERS SHALL BE APPROVED BY THE METAL ROOF MANUFACTURER. USE COMPATIBLE a) PRIME COAT: AMERLOCK 400 HIGH-SOLIDS EPOXY COATING; TNEMEC FASTENERS FOR ALL APPLICATIONS. ANY EXPOSED FASTENERS SHALL BE COLOR OF METAL ROOF SERIES 27T EPOXY; OR OWNER APPROVED EQUIVALENT. SYSTEM. DESIGN BASIS: b) FINISH COAT: AMERLOCK 400 HIGH-SOLIDS EPOXY COATING; TNEMEC 2H HI BUILD TNEME-GLOSS, FOUR MILS; OR OWNER APPROVED EQUIVALENT. 9. ACCESSORIES: PROVIDE ALL COMPONENTS REQUIRED PER THE METAL ROOF SYSTEMS CODE: 201 0 C.B.C. (CALIFORNIA BUILDING CODE) CCR, TITLE 24, PART 2. c) THE CONTRACTOR SHALL PROVIDE PRIMER AND TOP COAT PRODUCTS MANUFACTURER'S APPROVED SHOP DRAWINGS FOR A COMPLETE METAL ROOF SYSTEM TO INCLUDE FROM THE SAME MANUFACTURER. PANELS, PANEL CLIPS, TRIM/FLASHINGS, FASCIAS, RIDGE, CLOSURES, SEALANTS, FILLERS AND ANY GRAVITY LOADS: d) THE CONTRACTOR SHALL SUBMIT PRODUCT DATA TO THE OWNER FOR APPROVAL. OTHER REQUIRED ITEMS. ALL TAPE SEAL IS TO BE PRESSURE SENSITIVE, 100 PERCENT SOLIDS, e) THE CONTRACTOR SHALL SUBMIT COLOR SAMPLES TO THE OWNER POLYISOBUTYLENE COMPOUND SEALING TAPE WITH A RELEASE PAPER BACKING. PROVIDE 1. FLAT ROOF LIVE LOAD 20 P.S.F. (REDUCIBLE) FOR SELECTION. PERMANENTLY ELASTIC, NON-SAGGING, NON-TOXIC, NON-STAINING TAPE SEAL APPROVED BY THE METAL ROOF SYSTEM MANUFACTURER. ALL JOINT SEALANT TO BE ONE-PART ELASTOMERIC LATERAL LOADS: 12.STRUCTURAL STEEL SHALL BE DELIVERED TO THE JOB SITE FREE OF EXCESSIVE POLYURETHANE SEALANT APPROVED BY THE METAL ROOF SYSTEM MANUFACTURER. RUST, MILL SCALE, GREASE, ETC. 1. WIND LOAD: 10.FABRICATION: ROLL FORM PANELS IN CONTINUOUS LENGTHS FROM EAVE TO RIDGE. PANELS TO BASIC WIND SPEED = 85 MPH 13.0PENING SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY BE JOBSITE OR FACTORY FORMED IN CONTINUOUS LENGTHS. SPLICED PANELS ARE NOT EXPOSURE D DETAILED. ACCEPTABLE. FABRICATE TRIM/FLASHING AND ACCESSORIES TO DETAILED PROFILES. FABRICATE Iw = 1 .O TRIM/FLASHING FROM SAME MATERIAL AS PANEL. 11 .EXECUTION: INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY SUCH WORK IS COMPLETE TO A POINT WHERE THlS WORK MAY CONTINUE. VERIFY THAT INSPECTION IS MADE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND MANUFACTURER'S INSTRUCTIONS. 1. ALL WELDING SHALL BE IN ACCORDANCE WlTH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY CODE D1.l. (LATEST EDITION). 12.1NSTALLATION: INSTALL PANELS PLUMB, LEVEL, AND STRAIGHT WlTH SEAMS AND RIBS PARALLEL, CONFORMING TO DESIGN AS INDICATED. 2. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. 13.CLEANING: CLEAN WORK IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TOUCH UP 3. ALL WELDS SHALL HAVE A WELD CONTROLLED SEQUENCE AND TECHNIQUE IN ORDER TO MINOR SCRATCHES AND ABRASIONS. MINIMIZE SHRINKAGE, STRESSES AND DISTORTION. 14.WARRANN. ISSUE A WRITTEN WARRANTY TO THE OWNER TO MAINTAIN THE ROOF AND FLASHING 4. ALL ELECTRODES FILLER MATERIAL SHALL BE A MINIMUM OF E70XX. IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO YEARS FROM TE DATE OF COMPLETION. ISSUE A WRITTEN 20-YEAR GUARANTEE FROM THE MANUFACTURER FOR THE PANEL FINISH SYSTEM. 5. WELDING OF REINFORCING BARS TO BE IN ACCORDANCE WITH A.W.S. D1.4. REINFORCING STEEL TO BE WELDED SHALL HAVE A CARBON EQUIVALENT (CE) OF 0.75. SPECIAL INSPECTION IS REQUIRED. 6. WELDING OF SHEET METAL SHALL BE IN ACCORDANCE WlTH A.W.S. D1.3. 7. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. 8. ALL SHOP AND FIELD WELDING OF MOMENT CONNECTIONS OR MOMENT RESISTING FRAMES, AND ALL COLUMN SPLICE WELDS, SHALL BE TESTED AS PER C.B.C. Job No.: 542-200 SUMMARY OF SPECIAL INSPECTION ADHESIVE ANCHORS: REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION I I 1. ANCHORS INSTALLED INTO GROUT-FILLED MASONRY UNITS SHALL BE HIT HY-150 MAX BY HILT1 (ICC ESR-1967), OR EPOXY-TIE SET BY SIMPSON STRONG-TIE (ICC ESR-1772). EMBEDMENT DEPTH FOR 1/2 INCH DIAMETER ANCHORS SHALL BE A MINIMUM OF 4-1/2 INCH. MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, f'm, OF 1500 PSI. VERIFICATION AND INSPECTION CONTINUOUS PERIODIC INSPECTION INSPECTION A. THE SPECIAL INSTRUCTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY APPENDIX CHAPTER 1 SECTION 109 OF THE C.B.C., AS AMENDED. 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR. WASHERS: a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM B. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE CITY OF CARLSBAD - - STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DEVELOPMENT SERVICES, TO PERFORM THE TYPE OF INSPECTION SPECIFIED. 2. ANCHORS: ASTM A36 THREADED RODS WlTH ASTM A 563 GRADE A NUTS AND ANSI B18.22.1 TYPE A WASHERS, UNLESS OTHERWISE NOTED. ANCHORS DESIGNATED AS ASTM A193 GRADE 87 THREADED RODS TO USE ASTM A563 GRADE DH HEAVY HEX NUTS AND ASTM F 436 WASHERS. ANCHORS EXPOSED TO WEATHER SHALL BE GALVANIZED. ANCHORS IN WATER CONTAINING STRUCTURES SHALL BE TYPE 316 STAINLESS STEEL CONFORMING TO ASTM A193. DOCUMENTS. b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. - - 2. INSPECTION OF HIGH-STRENGTH BOLTING: I EXCEPTIONS: 1. SOILS INSPECTIONS BY THE SOILS ENGINEER OF RECORD. 2. SMOKE CONTROL SYSTEM, BY THE MECHANICAL ENGINEER OF RECORD. 3. WHEN WAIVED BY THE BUILDING OFFICIAL. a. SNUG-TIGHT JOINTS. - - b. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITH MATCHMARKINGS, TWIST-OFF BOLT - - C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE CITY'S REPRESENTATIVE AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ............... OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION c. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITHOUT MATCHMARKING OR CALIBRATED - - 3. REMOVE GREASE, OIL, RUST, AND OTHER LAITANCE FROM RODS AND DOWELS PRIOR TO INSTALLATION. D. SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. WRENCH METHODS OF INSTALLATION. 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND 1 4. THE DIAMETER AND DRILLING METHOD OF THE HOLES ARE PER THE MANUFACTURER'S RECOMMENDATIONS. PRIOR TO INSTALLING ANCHORS, WIRE BRUSH HOLES TO REMOVE RESIDUE, BLOW OUT WlTH OIL-FREE COMPRESSED AIR, AND ALLOW HOLE TO DRY. COLD-FORMED STEEL DECK: E. A FINAL REPORT OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED BY a. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO - X THE CONTRACTOR AND SUBMITTED TO THE OWNER'S REPRESENTATIVE. CONFORM TO AlSC 360 b. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE - X APPROVED CONSTRUCTION DOCUMENTS. c. MANUFACTURER'S CERTIFIED TEST REPORTS. - X 5, INSERT THE ANCHOR IN THE HOLE WlTH A TWISTING MOTION TO THE REQUIRED EMBEDMENT DEPTH. DO NOT PUMP THE ANCHOR OR DOWEL IN AND OUT OF THE HOLE. WEDGE BARS TIGHT AND CENTERED IN THE HOLE WlTH WOODEN WEDGES TO HOLD IT IN PLACE UNTIL THE ADHESIVE SETS. 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGS TO CONFORM TO AWS IRON GATE: .... ... ............. I - - -. - SPECIFICATION IN THE APPROVED CONSTRUCTION I-IXI DOCUMENTS. b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. I - X 1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF PLANS, ELEVATIONS, DETAILS AND ATTACHMENTS FOR THE ORNAMENTAL IRON GATE BASED ON THE PERFORMANCE SPECIFICATIONS PROVIDED IN THESE PLANS. THE CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO SUBMITTING SHOP DRAWINGS. THE SHOP DRAWINGS SHALL SPECIFY SIZES AND MATERIALS OF ALL COMPONENTS. THE SHOP DRAWING SHALL SPECIFY ANCHOR BOLT SIZES, LOCATIONS, AND EMBEDMENT DEPTH. 5. INSPECTION OF WELDING: - - a. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: I 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. - - 2) MULTIPASS FILLET WELDS. - - 3) SINGLE-PASS FILLET WELDS > 5/16" - - 2. THE CONTRACTOR SHALL SUBMIT PRODUCT DATA FROM THE MANUFACTURER. 4) PLUG AND SLOT WELDS - - 5) SINGLE-PASS FILLET WELDS ( 5/16" - X 6) FLOOR AND ROOF DECK WELDS. - - . 3. THE CONTRACTOR SHALL SUBMIT SAMPLES OF PAINT FOR SELECTION BY THE OWNER. 4. THE CONTRACTOR SHALL REMOVE THE EXISTING ORNAMENTAL IRON GATE AND SHALL INSTALL A NEW ORNAMENTAL IRON GATE. THE EXISTING GATE PANELS AND HARDWARE SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF THE GATE. b. REINFORCING STEEL: 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL - - ROOF PANEL PER PLAN ANGLE PER PLAN OTHER THAN ASTM A706. 2) REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED - - CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. 3) SHEAR REINFORCEMENT. - - 4) OTHER REINFORCING STEEL. - - 5. THE CONTRACTOR SHALL INSPECT THE CONDITION OF THE EXISTING ANCHOR BOLTS AFTER THE REMOVAL OF THE EXISTING GATE. THE OWNER SHALL DETERMINE WHETHER THE EXISTING BOLTS CAN BE RE-USED. IF THE BOLTS ARE NOT RUSTED AND ARE IN GOOD CONDITION, THE CONTRACTOR SHALL CLEAN THE ANCHOR BOLTS FOR RE-USE. IF THE EXISTING ANCHOR BOLTS ARE RUSTED, CUT THE BOLTS FLUSH WlTH THE SURFACE OF THE MASONRY WALL AND COVER WlTH SEALANT OR PAINT TO MATCH THE EXISTING WALL COLOR. INSTALL GALVANIZED EPOXY ANCHOR BOLTS AT LEAST 3 INCHES AWAY FROM THE EXISTING BOLTS. SEE ADHESIVE ANCHOR NOTES FOR MORE INFORMATION. EAVE TRIM 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE I WITH APPROVED CONSTRUCTION DOCUMENTS: I I 6. ORNAMENTAL IRON GATE SHALL CONSIST OF GALVANIZED STEEL TUBES AND SHALL CONFORM TO ASTM A500 OR ASTM A513. METAL COMPONENTS CONSISTING OF SHAPES OR BARS SHALL CONFORM TO ASTM A36. - - - .- a. DETAILS SUCH AS BRACING AND STIFFENING. - NOTE: FOR MORE INFORMATION SEE @ b. MEMBER LOCATIONS. c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. 1 7. INSPECTION OF ADHESIVE ANCHOR BOLT INSTALLATION 1x1-I 7. ALL COMPONENTS, INCLUDING HARDWARE, SHALL BE HOT-DIP GALVANiZED AND SHALL CONFORM TO ASTM A153. AFTER GALVANIZING, THOROUGHLY CLEAN GATE OF ANY FOREIGN MATTER AND PREPARE SURFACE BEFORE PAINTING. - - ROOFING DETAIL 4" = 1'-0" - - 7 8. ORNAMENTAL IRON GATE AND HARDWARE SHALL BE COATED WlTH POLYURETHANE PRIMER AND POLYURETHANE FINISH AFTER GALVANIZING. 9. THE GATE FABRICATOR SHALL DETERMINE THE SIZES OF RAILS AND PICKETS FOR THE GATE PANELS. SPACES BETWEEN PICKETS SHALL NOT EXCEED 4 INCHES. PROVIDE HINGES I FOR THE GATE. - - I c I rn & LL o 0 N I N t ~n 8 9 o F 8 f t' t 10. FABRICATION: FABRICATE GATE WlTH WELDED CONNECTIONS. COPE COMPONENTS AT CONNECTIONS TO PROVIDE CLOSE FIT OR USE FITTINGS DESIGNED FOR THIS PURPOSE. WELD ALL AROUND AT CONNECTIONS INCLUDING AT FITTINGS. AT EXPOSED CONNECTIONS, FINISH EXPOSED WELDS TO COMPLY WITH NOMMA'S 'VOLUNTARY JOINT FINISH STANDARDS" FOR TYPE 1 WELDS. CLOSE EXPOSED ENDS OF HOLLOW COMPONENTS WITH END FITTINGS. s2 - 1 1. INSTALLATION: SET GATES ACCURATELY IN LOCATION, ALIGNMENT, AND ELEVATIONS; CITY OF CARLSBAD MEASURED FROM ESTABLISHED LINES AND LEVELS AND FREE OF RACK. SET POSTS PLUMB ENGINEERING DEPARTMENT WITH A TOLERANCE OF 1/16 INCH IN 3 FEET. ALIGN GATE SO VARIATIONS FROM LEVEL FOR HORIZONTAL MEMBERS DO NOT EXCEED 1/4 INCH IN 12 FEET. CHINQUAPIN SEWER LIFT STATION 3-S0I) ROOF CANOPY 12. TOUCH-UP PAINTING: IMMEDIATELY AFTER ERECTION, CLEAN ABRADED AREAS OF SHOP NGA~ HA D. VU R.C.E. 66543 DATE PAINT AND PAINT EXPOSED AREAS WlTH THE SAME MATERIAL AS USED FOR SHOP PAINTING TO COMPLY WITH SSPC-PA1 FOR TOUCHING UP SHOP-PAINTED SURFACES. SIMON WONG ENGlNEERlNG a- - 9968 Hibert Street, Second Floor DEPUTY CITY ENGINEER PE 28178 EXPIRES 3/31/12 DATE Son Diego, California 92131 CML (858) 566-3113 Job No.. 542-200 DATE INITIAL DATE INlllAL DAE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 7 - I != I N 3 X 0 R I a t m @ s F 9 4 i 5'-4 1/2" * = - I II b - 1'-0" OVERHANG TYP i I i II 1 i I /-Q EXPLODED VIEW J-- -1-.I-I-. - TYP AT CORNER /''*l-1~-~ II I , , 8 LOCATIONS TYP 2 LOCATIONS I II I \ HSS6x2x1 \ I \, \ EXISTING ENCLOSURE HSS 6 x 2 x 1/4 ABOUT CENTERLINE ENCLOSURE) I I1 I I II I I II I I I ORNAMENTAL CONCRETE I FRAMING DETAIL 3" = 1'-0" w -- HSS 3 x 3 x 1/4 STANDING SEAM METAL ROOF POST - TOTAL 6 REPLACE EXISTING CANOPY SUPPORTS PLAN - SEE IRON GATE 1 /,'I = , '-0" ----------- NOTES ON SHEET S2 HSS POST TYP FRAME FIRST) NOTES: REPLACE POLE ON 1. ALL STRUCTURAL STEEL COMPONENTS SHALL BE GALVANIZED 22 GAGE STANDING AND PAINTED. ATTACHED TO SEAM METAL ROOFING - 18" WIDE PANELS 2. CANOPY FRAMES SHALL BE CONSTRUCTED SUCH THAT ALL WITH 2" STANDING WELDING SHALL BE PERFORMED IN THE SHOP AND ERECTION SEAMS AND SMOOTH IN THE FIELD SHALL CONSIST OF BOLTING ONLY. FINISH. GALVANIZE AND PAINT. SEE PREFORMED METAL ROOFING NOTES CANOPY FRAMING PLAN ON SHEET S1. 1/2" = 1'-0" ELEVATION , /," = 1'-0'' S3 - p][CITY OF CARLSBAD - ENGINEERING DEPARTMENT CHINQUAPIN SEWER LIFT STATION 3-2-N ROOF CANOPY DATE CANOPY ROOFING PLAN SIMON WONG ENGINEERING 3-07-// E~~ 6-30-12 9968 Hibert Street, Second Floor San Diego, Cal~fornio 92131 CIUL 1/2" = 1'-0" (858) 566-31 13 Job No. 542-200 %~4* w wi r&'k DATE INITIAL DATE INlTlAL DATE INITIAL ENGINEER OF WORK REVISION DESCRlPl'iON OTHER APPROVAL CITY APPROVAL L r $ EXISTING WALL = POST POST BASE DETAIL LA GALVANIZED - TOTAL 2 FRAMING DETAIL a 3/8" PLATE ON 1/2" MIN NON-SHRINK GROUT (COLOR TO MATCH WALL CAP) LOPE /- ANGLE PER PLAN HSS BEAM PER PLAN 1/2.0 Epoxy ANCHOR BOLT (GALVANIZED) x 4 1/2.* MIN EMBED - TOTAL 2 USING HILT1 HIT HY-150 MAX (ICC ESR-1967) OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SPECIAL INSPECTION REQUIRED. FRAMING DETAIL 2" = 1'-0" POST BASE DETAIL 3" = 1'-0" r DOUBLE FOLD ( r 20 GAGE CLlP Q 2'-0" O.C. FRAMING DETAIL m #12 x 7/8" SIMPSON STRONG-TIE QUlK DRIVE X-SERIES SELF-DRILLING TAPPING SCREW OR OWNER APPROVED EQUAL ANGLE PER Q+/ PLAN ROOF PANEL PER PLAN ROOFING CONNECTION DETAIL (?) 6" -- - HSS BEAM, I v - I :A HSS BEAM y -1" 11 I I I ,- 5/16" PLATE I I HSS POST ----\ 3/16 )\ - I I\ 3/161\ 1 I I I I I 7- 2 1 /2" I I 3/16 \ /+ 3/16 / FRAME 1 FRAME 2 EXPLODED VIEW FRAMING DETAIL n 20 GAGE PANEL CLlP WITH (2) #I2 x 7/8" SIMPSON STRONG-TIE QUlK DRIVE X-SERIES SELF-DRILLING TAPPING SCREWS OR OWNER APPROVED EQUAL Q 2'-0" O.C. ROOF PANEL PER PLAN #12 x 7/8" SIMPSON STRONG-TIE QUlK DRIVE X-SERIES SELF-DRILLING TAPPING SCREW OR OWNER APPROVED EQUAL ROOFING DETAIL 4" = 1'-0"