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HomeMy WebLinkAboutCC AG PKT 2009-09-14 #NAGENDA STAFF REPORT DATE: September 14, 2009 TO: Honorable Mayor and City Council THRU: David Carmany, City Manager FROM: Vince Mastrosimone, Director of Public Works SUBJECT: AWARD CONTRACT FOR THE POLICE DEPARTMENT AND COUNCIL CHAMBERS RESTROOM RENOVATION PROJECT, BG0801 SUMMARY OF REQUEST: The City Council is asked to adopt Resolution No. 5918 awarding a construction contract for the Police Department and Council Chambers Restroom Project, BG0801 to General Consolidated Constructors, Incorporated in the amount of $648,675. BACKGROUND: Originally built in 1978, the Police Department has suffered through normal wear and tear throughout the building. Over the years, various elements of the building critical to operations have been allowed to deteriorate. The existing restroom facilities do not meet current code requirements. The men's and women's locker rooms are in disrepair and in need of updating. 'The kitchen requires updating to accommodate emergency preparedness. The property evidence room requires seismically stable storage units. At the April 27, 2009 City Council Meeting, Council approved plans and specification to solicit for bids. On June 23, 2009, City Clerks office received 11 bids. The two lowest bidders did not submit all of the required information or documents. At the July 13, 2009 City Council Meeting, Council rejected all bids and staff re- advertised the project. On August 18, 2009, City Clerk's office received 7 bids with the following results: Agenda Item N Page 2 RANK CONTRACTOR BID AMOUNT _1 2 _ GENERAL CONSOLIDATED TBC $648,67_5 $685,700 _.__3 �.IAMG � - -_ . -� -- $748,319. -- _ 4 _ __- _---- ANDALWOOD CONST. i $758,000__ 5 _ I NEWMAN MIDLAND CORP $759,301 6' 2H CONSTRUCTION _ $765,000 7 j CAVECCHE ENGINEERING 1 _ $1,024,700 On August 18, 2009, staff received a bid protest from the second lowest bidder, TBC, claiming the lowest bidder, General Consolidated Constructors, Incorporated, violated the "Subletting and Subcontracting Fair Practices Act" by not listing an electrical subcontractor. On August 19, 2009, staff received a letter from General Consolidated Constructors, Incorporated rebutting TBC's claim by explaining that GCC would self - perform the electrical work pursuant to its general contracting license, which permits GCC to do such electric work in this situation. The City Attorney's office reviewed TBC's claim and concluded that it has no merit. Staff contacted General Consolidated Constructors, Incorporated and deemed their bid proposal as complete. They will provide product and material based on the plans and specifications. Staff contacted their references and they are acceptable. Staff investigated their subcontractors State licenses and had no claims. Based upon the references, qualifications, work experience and cost, staff recommends selecting General Consolidated Constructors Inc. as the lowest responsible bidder at $648,675. FINANCIAL IMPACT: In the 09/10 budget, $700,000 has been allocated for this project. RECOMMENDATION: It is recommended City Council adopt resolution No. 5918 awarding a construction contract for the Police Department and Council Chambers Restroom Project, BG0801 to General Consolidated Constructors, Incorporated in the amount of $648,675. SUBMITTED Y: Vince astrosimone Director of Public Works Attachments: A. Resolution B. Bid C. Agreement D. TBC Bid Protest Letter E. GCC Response to Bid Protest Letter Page 3 NOTED AND APPROVED: David Carmany, City Manager RESOLUTION NUMBER 5918 A RESOLUTION OF THE SEAL BEACH CITY COUNCIL AWARDING A CONTRACT TO GENERAL CONSOLIDATED CONSTRUCTORS, INCORPORATED FOR THE POLICE DEPARTMENT AND COUNCIL CHAMBERS RESTROOM RENOVATION PROJECT, BG0801 THE CITY COUNCIL OF THE CITY OF SEAL BEACH DOES HEREBY RESOLVE: Section 1. On April 27, 2009, the City Council of the City of Seal Beach, a charter city ( "City"), approved and adopted the plans and specifications for the Police Department and Council Chambers Restroom Renovation Project, CIP No. BG0801 ( "Project "), with respect to design criteria. Copies of the plans and specifications are on file in the City's Public Works Department. Section 2. The City invited bids for the Project. The City received and opened 11 bids for the Project on June 23, 2009. However, due to the failure of the two lowest bidders to submit required information, the City Council rejected all bids and directed staff to re- advertise the project to solicit more bids. Section 3. On August 18, 2009, City Clerk's office received 7 bids. General Consolidated Constructors, Incorporated ( "GCC "), submitted the lowest bid of $648,675. Section 4. On August 18, 2009, staff received a bid protest from the second lowest bidder, TBC Contractors Corporation ('TBC ") claiming GCC did not list an electrical contractor for a subcontractor. TBC claims GCC's bid thus does not comply with the "Subletting and Subcontracting Fair Practices Act." Section 5. By letter dated August 19, 2009, GCC has responded to TBC's claim. The letter states: "GCC, Inc. has a B license. A contractor with a B license can perform this trade (electrical work] as long as it performs at least two trades other than carpentry or framing. It is the intention of GCC, Inc. to self - perform demolition, painting, electrical and concrete. GCC is correctly licensed to perform these trades. "The 'Subletting and Subcontracting Fair Practices Act', Section 4106 states that 'If a prime contractor fails to specify a subcontractor or if a prime contractor specifies more than one subcontractor for the same portion of the work to be performed under the contract in excess of one -half of one percent of the prime contractor's total bid, the prime contractor agrees that he or she is fully qualified to perform that portion himself or herself, and that the prime contractor shall perform that portion himself or herself.' GCC hereby represents and warrants that we are fully qualified and will perform the above mentioned portions of the work for this project. GCC has in its employ state certified electricians that have completed state approved apprenticeships." Section 6. The City has reviewed each of the allegations in the protest and GCC's bid in light thereof, and the Council hereby finds that there are no material errors and omissions that render GCC's bid non - responsive. Further, the City Council may waive any irregularities or informalities in the bidding. Page A -2 of the Bid Specifications states: "RIGHT OF REJECTION OR WAIVER: The City reserves the right to reject any or all bids or any parts thereof and waive any irregularities or informalities in any bid or in the bidding to the extent permitted by law and to make awards in all or part in the best interests of the City." An irregularity or informality in the bid may be waived if it does not: (a) affect the amount of GCC's bid; (b) give GCC an advantage over other bidders; (c) create Resolution Number 5918 a potential vehicle for favoritism; (d) influence potential bidders to refrain from bidding; or (e) affect the ability to make bid comparisons. Because the City Council has determined that none of these factors are present, it would be in the best interests of the City to accept the lowest responsive bid for the Project. Accordingly, the City Council hereby waives any irregularities or informalities in GCC's bid. Section 7. The City Council hereby approves that certain Agreement, dated September 14, 2009 between the City of Seal Beach and General Consolidated Constructors, Incorporated, for the Police Department and Council Chambers Restroom Renovation Project, CIP No. BG0801, in the amount of $648,675. The City Council hereby authorizes the City Manager to execute the Agreement. The City Manager or his designee shall administer the terms of the Agreement on behalf of the City. Section 8. The City Council independently reviewed and considered the contents of the staff report, the bids, supplemental material and correspondence, including the correspondence from TBC and GCC, submitted to the Council. The Council's decision herein was reached via its own independent judgment and on the basis of all facts and evidence before it. The Council's decision is based upon each of the totally independent and separate findings above, each of which stands alone as a sufficient basis for its decision to award the contract to GCC. Section 9. The City Clerk shall furnish a copy of said Agreement after it has been approved and fully executed by the City, along with a copy of this resolution, to GCC. Section 10. The City Clerk shall certify to the adoption of this Resolution and shall cause this Resolution and her certification to be entered in the Book of Resolutions of the Council of this City. PASSED, APPROVED AND ADOPTED by the City Council of Seal Beach, at a meeting hereof held on the 14th day of September, 2009 by the following vote: AYES: COUNCILMEMBERS NOES: COUNCILMEMBERS ABSENT: COUNCILMEMBERS ABSTAIN: COUNCILMEMBERS ATTEST: City Clerk STATE OF CALIFORNIA } COUNTY OF ORANGE } SS CITY OF SEAL BEACH } Mayor I, Linda Devine, City Clerk of the City of Seal Beach, California, do hereby certify that the foregoing resolution is the original copy of Resolution Number 5918 on file in the office of the City Clerk, passed, approved, and adopted by the City Council of the City of Seal Beach, at a regular meeting held on the 14th day of September , 2009. City Clerk Section C Bidders Name General Consolidated Cbristructors, Inc. TO THE HONORABLE MAYOXAND CITY COUNCIL OF THE CITY OF SEAL BEACH: The undersigned; as bidder, declares' that: (1) -this proposal' is made without' collision with any other person, firm or corporation, and that the.only persons or parties interested as principals are those named herein as swom in the attached Non-Collusion Affidavit; (2)- bidder has carefully examined the project Plans, Specifications, Instructions To Bidder's; Proposa7,:NoticeIuvit ng Sealed Bids and all other contract documents and information furnished therefore and the site of the proposed work; and (3)- bidder has investigated and is satisfied as -td the c6nditions to be encountered, the c. iiracter, quality and quantities of work to be'. performed 'and materials to be' furnished: Furthermore,- bidder; agrees thai'suibmission of this proposal shall be conclusive evidence that such examination and.investigation,have been made and agrees, . in the event this'cbntract be awarded to` bidder, 'to enter in'to'. a'oontract wA the'Cfty.Council of the CITY OF SEAL BEACH, to perform said proposed work in accordance with the Plans, if any, and the terms of the Specifications, in the time and manner therein prescribed, and to furnish or provide all materials, labor, tools, equipment, apparatus• dad'bther means necessary so .to do, except such: thereof as may otherwise be r fumished or provided under the terms of said' Specifications; for the'following stated unit prices or. lump sum price as submitted on the Bid Sheet herein. • The bidder shall submit as part of this proposal• a,completed copy of the Contractor's Industrial Safety Record. This Safety Record must include all construction Work undertaken in the State of California by the bidder and any partnership, joint venture or corporation that any principal of the bidder participated in as a principal or owner for the last five calendar years and the current calendar year prior to the date of bid submittal. Separate information shall be submitted for each such partnership, joint venture; or corporate or individual bidder. • The bidder may attach any additional information or explanation •of data which he would like to be taken into consideration in evaluating the safety record. An explanation of the circumstances surrounding any and all fatalities must be attached. t mpanying this proposal is (Circle one-"cash'; "a Cashier's Check ", "a certified check ", or' Bidder' n the form Punished by the City ", as the case may be) in the amount of $ , an amount equal• to at least ten percent (10 1/6) of the total aggregate bid price based on the -quantities shown and the unit prices'quoted. The undersigned bidder agrees that should bidder be awarded the Contract on the basis hereof and thereafter fail or refuse to enter into a Contract and provide the required evidence of insurance. and bonds within 15 ' calendar days' after written notice of the award, the cash, check or bond shall be forfeited to the city in accordance with Public - Contract Code section- 20172, except as otherwise provided in Public Contract Code section - 20174. The undersigned agrees that in the event of such failure, the actual amount of damages to the City would be impractical and extremely difficult to determine. In compliance with the Notice Inviting Sealed Bids, the undersignedhefeby agrees to enter into a contract to fiirnish. all labor, materials and supplies for POLICE DEPARTMENT RENOVATION AND COUNCIL CHANMERS RESTROOM UPGRADE PROJECT, CIP# BG0801 in accordance with the Specifications; Plans other Contract Documents which are on file in the office of the City Engineer of the- CITY. OF SEAL. - BEACH, io the satisfaction and under the direction of the City Engineer, at time following prices: completed by the undersigned is fixed at 60 working days starting from the day after the issuance of the Notice to Proceed: Page C -1 City of Seal Beach California PROPOSAL FOR Police Department Renovation and Council Chambers Restroom Upgrade Project CIP No. 'B60801. MANDAT AIUOIJST 4;10:00 AM, POLICE. DEPARTMENT X11 SEAS BEACH B-OULE"VARD, 90740 - Bid Opening Date: August 18-2009 Tuesday, 10:00 am. - ....BID-SHEET Council Chamber Restrooni Item No.. Ouanti Unit . Description 1 • 1 L.S. Demolish and construct new Council Chamber restroom, complete and in place, turnkey, the sum of. Words Figures Total (Figures) $ 4.11 Police Department Renovation (1) The following is the Line Item Format per Construction Specif cations'Institute (CSI) Divisions. Variation from this form requires notification and approval from the architect prior to submittal. Approved changes will be required of all bidders. (2) Items shall include all Material, Labor and Equipment necessary to provide a complete, functional installation, approved by the authorities having jurisdiction. Page C -2 (3) All work of installation shall be covered by the unit prices in the same manner as required by the Drawings and inclusive Specificati ons. DIV DESCRIPTION FIGURES WORDS 1000 General Conditions/Temporary Facilities & Supervision 2221 Building Demolition 3301 Concrete 5120 Structural Steel .6100 Rough Carpentry 6200 ' Finish Carpentry 7006 Thermal & Moisture Protection 7610 Sheet Metal Roofing 8000. Doors & Door Hardware 8411 Glazing & Storefront Frames 9000 Finishes 9250 Drywall 9310 Ceramic Tile 9511 Acoustical Ceiling System 9651 Resilient Tile Flooring 9680 Carpet 9911 Interior & Exterior Painting 10000 Specialties 10505 Metal Lockers 10512 Blood Drying Cabinet 10562 Storage Systems 10801 " Toilet and Bath Accessories $ 'a 6i3OG j NA-1 f/vu t�L $ !!/ ;?-ad 1,ya $ ?/ MO hc,,k .note, _44 e,,,e 4-o A, $ `7 ?Qd k,, 4f..,Wmaj .J cen A $ ¢OG -f� /ee �hors•�.z` nee 61F, $ 3 �QD fk�atu.,f Dom° 1,..,,.0 $ �O� e� t r1.or�sanl Sze .., $ 1 f 0 4-E Std - tuev,,f $ 3/000 'o-AC. 1xe1 ,Jre! $ J4 0 F;G Z. $ !!/ ;?-ad 1,ya $ ?/ MO hc,,k .note, _44 e,,,e 4-o A, $ `7 ?Qd k,, 4f..,Wmaj .J cen A $ $ 3 �QD fk�atu.,f Dom° 1,..,,.0 $ S / O� -Pi e- 1fR.f�NI� 41,01 A -a-& $ 1 f 0 4-E Std - tuev,,f $ 3/000 'o-AC. $ Li zS-06 -tau ,,. mrav A��e $ s', X66 Atcr,_�� =� Page C -3 L,,.ft < <t DIV DESCRIPTION FIGURES WORDS 11451 Kitchen Appliances ! 1? 416 9 12356 Casework 15000 Plumbing 15410 Plumbing Fixtures 15000 . HVAC 16000 Electrical 16511 Interior and Exterior Lighting Fixtures NNW# Asbestos Removal '4'x 41:01re .,dry ok� -4F TOTAL- $ SS6 /.7 SO I GT�lP�'fY�K,�s! �x Ce . isbr►��i iJ� TOTAL COST FOR BOTH COUNCIL. CHAMBERS AND POLICE DEPARTMENT A b "► ®Lb F S 7X ate,` �F ' eTS��f fin arm Sat A..4uJ- SLog� )r o� figures words IN CASE OF DISCREPANCY BETWEEN WORDS AND FIGURES, THE WORDS SHALL PREVAIL. Page C -4 $ J0 30 $ 1504 $ i5 ,4� �1.dwr 0fi t $ "� �7 J oo tghft!" � �K o.rs� �3� ✓e '4'x 41:01re .,dry ok� -4F TOTAL- $ SS6 /.7 SO I GT�lP�'fY�K,�s! �x Ce . isbr►��i iJ� TOTAL COST FOR BOTH COUNCIL. CHAMBERS AND POLICE DEPARTMENT A b "► ®Lb F S 7X ate,` �F ' eTS��f fin arm Sat A..4uJ- SLog� )r o� figures words IN CASE OF DISCREPANCY BETWEEN WORDS AND FIGURES, THE WORDS SHALL PREVAIL. Page C -4 NOTE: The City reserves the right to award a contract to the lowest responsible bidder id parts or in its entirety and reserves the right to reject all bids and re- advertise, as appears to be in the best interests of the City. A bid is required for this entire work; the estimated quantities set forth in this Bid Sheet being solely for the purpose of comparing bids, and final compensation under the Contract will be based upon the actual quantities of work satisfactorily completed. The unit and/or lump sum prices bid shall include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amount bid, unit prices shall govern over extended amounts, and words shall govern over figures. The City reserves the right to increase or decrease the amount of any quantity shown and to delete any item from the Contract. The undersigned bidder agrees that, if awarded the Contract, bidder will complete all work according to the contract documents. The undersigned bidder is licensed in accordance with the .requirements of the Business and Professions Code, California Contractor's License No.- 5 6 2 2 8 7 ,' Class B, A (REQUIRED AT TIME OF AWARD). Legal Business Name of Bidder General Consolidated Constructors Inc Business Address 1325 Pico Street, Unit 102,.Corona,. CA 92881 Business Tel. No. 951-734--350,7 %_ 8 -09 President e t McCoy Date Title Signature Date Title. Signature Date Title If bidder is an individual, name and signature of individual must be provided, and, if he is doing business under a fictitious name, the fictitious name must be set forth. If bidder is a partnership or joint venture; legal name of partnership /joint venture must be provided, followed by signatures of all of the partners /joint venturers or of fewer than all of the partners /joint venturers if submitted with evidence of. authority to act on behalf of the partnership /joint venture. If bidder is a corporation, legal name of corporation must be provided, followed by signatures of the corporation President or Vice President and Secretary or Assistant . Secretary, and the corporate seal. Signatures of partners, joint venturers, or corporation officers must be acknowledged before a Notary Public, who must certify that such partners, joint venturers, or officer's are known to him or her to be such, and, in the case of a corporation, that such corporation executed the instrument pursuant to its bylaws or a resolution of its Board of Directors. Page C -5 AN AGREEMENT FOR between City of Seal Beach 211 - 8th Street Seal Beach, CA 90740 General Consolidated Constructors, Inc. 1325 Pico Street, Unit 102 Corona, CA 92881 (951) 734 -3507— Phone (951) 734 -3454 - Fax THIS AGREEMENT is made and entered into this 14`h day of September , 2009, by and between the City of Seal Beach, a California charter city ( "City "), and General Consolidated Constructor, Incorporated a General ( "Contractor "). RECITALS A. WHEREAS, the City Council has approved the plans and specifications for the Police Department Renovation and Council Chambers Restroom Upgrade Project, CIP No. BG0801 ( "Project "); B. WHEREAS, Contractor has submitted a bid to City for the Project dated June 23, 2009. NOW, THEREFORE, in consideration of performance by the parties of the mutual promises, covenants, and conditions herein contained, the parties hereto agree as follows: AGREEMENT Contractor's Services. Scope and Level of Services. For and in consideration of the mutual promises set forth herein, and subject to the terms and conditions set forth in this Agreement, Contractor shall perform and complete in good and workmanlike manner all work ( "Work ") required by this Agreement and the documents listed in Subsection 1.2 for the Project. Contract Documents. The "Contract Documents" that comprise the agreement between the City and the Contractor are the: Notice Inviting Bids, Instructions to Bidders, Accepted Proposal, Non - Collusion Affidavit, Bid Schedule(s), List of Subcontractors, Contractor's Industrial Safety Record, Contractor's Qualification Statement, Bid Security Forms for Check or Bond, Specifications, General and Special Provisions and documents referenced therein, all addenda as prepared prior to the date of bid opening setting forth any modifications or interpretations of any of said documents, this Agreement, Exhibits attached to this Agreement, including but not limited to the Performance Bond (Exhibit A), Payment Bond (Exhibit B), Worker's Compensation Insurance Certificate (Exhibit C), Insurance Endorsements (Exhibit D), Acknowledgment of Penal and Civil Penalties Concerning Contractor Licensing Laws (Exhibit E) and Labor Law Requirements (Exhibit F) and any and all supplemental agreements executed amending or extending the work contemplated and that may be required to complete the work in a substantial and acceptable manner. These Contract Documents are hereby incorporated into this Agreement. The Work shall be performed in accordance with the Plans, Specifications and other Contract Documents. Contractor shall furnish at its own expense all labor, materials, equipment and services necessary therefore, except such labor, materials, equipment and services as are specified in the Contract Documents to be furnished by Owner. In the event of any material discrepancy between the express provisions of this Agreement and the provisions of the other Contract Documents, the provisions of this Agreement shall prevail. Effective Date. This Agreement is effective as of September 14, 2009 (the "Effective Date "), and shall remain in full force and effect until Contractor has rendered the services required by this Agreement. Payment. For performing and completing the work in accordance with the Contract Documents, Owner shall pay Contractor, in full compensation therefor, the contract sum set forth in the Bidding Schedule. Said sum shall constitute payment in full for all work performed hereunder, including, without limitation, all labor, materials, equipment, tools and services used or incorporated in the work, supervision, administration, overhead, expenses and any and all other things required, furnished or incurred for completion of the work as specified in the Contract Documents. Owner shall make payments to Contractor on account of the contract sum at the time, in the manner, and upon the conditions specified in the Contract Documents. _ Contractor's Personnel. All Work shall be performed by Contractor or under Contractor's direct supervision, and all personnel shall possess the qualifications, permits, and licenses required by State and local law and by the Notice Inviting Bids/Instructions to Bidders to perform such Services, including, without limitation, a City of Seal Beach business license as required by the Seal Beach Municipal Code. Contractor shall be responsible for payment of all employees' wages and benefits, and shall comply with all requirements pertaining to employer's liability, workers' compensation, unemployment insurance, and Social Security. Contractor shall fully comply with the workers' compensation law regarding Contractor and Contractor's employees. Contractor shall indemnify and hold harmless City and its elected officials, officers and employees, servants, designated volunteers, and agents serving as independent contractors in the role of city officials, from any and all liabilities, damages, claims, costs and expenses of any nature to the extent arising from Contractor's alleged violations of personnel practices. Contractor is, and shall at all times remain as to City, a wholly independent contractor. Contractor shall have no power to incur any debt, obligation, or liability on behalf of City or otherwise act as an agent of City. Neither City nor any of its agents shall have control over the conduct of Contractor or any of Contractor's employees, except as set forth in this Agreement. Contractor shall not, at any time, or in any manner, represent that it or any of its officers, agents, or employees are in any manner employees of City. Contractor shall pay all required taxes on amounts paid to Contractor under this Agreement, and indemnify and hold City harmless from any and all taxes, assessments, penalties, and interest asserted against City by reason of the work performed pursuant to this Agreement. City shall have the right to offset against the amount of any fees due to Contractor under this Agreement any amount due to City from Contractor as a result of Contractor's failure to promptly pay to City any reimbursement or indemnification arising under this Section 4. Indemnification. Contractor's Duty. Contractor shall indemnify and hold the City, its elected officials, officers, employees, volunteers, agents, and those City agents serving as independent contractors in the role of City officials (collectively "Indemnitees ") free and harmless from any and all claims, damages, penalties, obligations, demands, causes of action, costs, expenses, liability, loss, damage or injury, in law or equity, to property or persons, including without limitation wrongful death, bid protests, and stop notice actions, in any manner arising out of or incident to the performance of the Agreement, including without limitation the payment of all consequential damages and attorneys fees and other related costs and expenses. Further, Contractor shall appoint competent defense counsel, at Contractor's own cost, expense and risk, to defend any and all such suits, actions or other legal proceedings of every kind arising out of or incident to the performance of the Agreement that may be brought or instituted against Indemnitees. Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City or the other Indemnitees in any such suit, action, or other legal proceeding arising out of or incident to the performance of the Agreement. Contractor shall reimburse the City and the other Indemnitees, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City or the other Indemnitees. Nonwaiver of Rights. Indemnitees do not, and shall not, waive any rights that they may possess against Contractor because of the acceptance by City, or the deposit with City, of any insurance policy or certificate required pursuant to this Agreement. Waiver of Right of Subrogation. Contractor, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation against the Indemnitees, while acting within the scope of their duties, from all claims, losses, and liabilities arising out of or incident to activities or operations performed by or on behalf of the Indemnitor. Survival. The provisions of this Section 5 shall survive the termination of the Agreement and are in addition to any other rights or remedies that Indemnitees may have under the law. Payment is not required as a condition precedent to an Indemnitee's right to recover under this indemnity provision, and an entry of judgment against an Contractor shall be conclusive in favor of the Indemnitee's right to recover under this indemnity provision. Insurance. Liability Insurance. Contractor shall procure and maintain in full force and effect for the duration of this Agreement insurance against claims for injuries to persons or damages to property and professional negligence which may arise from or in connection with the performance of the services hereunder by Contractor, and its agents, representatives, employees and subconsultants. Contractor shall complete and execute the following documents attached as Exhibits hereto and incorporated herein by this reference: Exhibit D -l: Additional Insured Endorsement - Commercial General Liability Exhibit D -2: Additional Insured Endorsement - Automobile Liability Exhibit D -3: Additional Insured Endorsement Minimum Scope of Insurance. Unless otherwise approved by City, coverage shall be at least as broad as defined below: Insurance Services Office Commercial General Liability coverage (occurrence form CG 0001). Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, code 1 (any auto). Worker's Compensation insurance as required by the State of California and Employer's Liability Insurance. Professional Liability insurance. Contractor shall provide to City the standard form issued by the carrier. Minimum Limits of Insurance. Contractor shall maintain limits no less than as defined below: General Liability: $2,000,000 per occurrence and in the aggregate for bodily injury, personal injury and property damage. Commercial General Liability Insurance or other form with a general aggregate limit shall apply separately to this Agreement or the general limit shall be twice the required occurrence limit. Automobile Liability: $2,000,000 per accident for bodily injury and property damage. Employer's Liability: $1,000,000 per accident and in the aggregate for bodily injury or disease and Workers' Compensation Insurance in the amount required by law. Deductibles and Self- Insured Retentions. Contractor shall inform City of any deductibles or self- insured retentions except with respect to professional liability insurance. Other Insurance Provisions. The general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions: City, its officers, officials, employees, designated volunteers and agents serving as independent contractors in the role of city or agency officials, are to be covered as additional insureds as respects: liability arising out of activities performed by or on behalf of Contractor; products and completed operations of Contractor; premises owned, occupied or used by Contractor; or automobiles owned, leased, hired or borrowed by Contractor. The coverage shall contain no limitations on the scope of protection afforded to City, its officers, officials, employees, designated volunteers or agents serving as independent contractors in the role of city or agency officials which are not also limitations applicable to the named insured. For any claims related to this Agreement, Contractor's insurance coverage shall be primary insurance as respects City, its officers, officials, employees, designated volunteers and agents serving as independent contractors in the role of city or agency officials. Any insurance or self- insurance maintained by City, their officers, officials, employees, designated volunteers or agents serving as independent contractors in the role of city or agency officials shall be excess of Contractor's insurance and shall not contribute with it. Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be canceled or materially modified except after 30 days prior written notice by registered first class mail has been given to City. Each insurance policy, except for the professional liability policy, required by this clause shall expressly waive the insurer's right of subrogation against City and its elected officials, officers, employees, servants, attorneys, designated volunteers, and agents serving as independent contractors in the role of city or agency officials. Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best's rating of no less than ANII unless waived in writing by City's Risk Manager. Verification of Coverage. All insurance coverages shall be confirmed by execution of endorsements on forms approved by the City. The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. All endorsements are to be received and approved by City before services commence. As an alternative to City forms, Contractor's insurer may provide complete, certified copies of all required insurance policies, including endorsements effecting the coverage required by these specifications. Liquidated Damages. Should the Contractor fail to complete the project, or any part thereof, in the time agreed upon in the Contract, the Contractor shall reimburse the Owner for the additional expense and damage for each calendar day that the Contract remains uncompleted after the Contract completion date. It is agreed that the amount of such additional expense and damage incurred by reason of failure to complete the Contract is the per diem rate $750 per working day. Such amount is hereby agreed upon as liquidated damages for the loss to the Owner resulting from the failure of the Contractor to complete the project within the allotted time and to the value of the operation of the works dependent thereon. It is expressly understood and agreed that this amount is a reasonable amount and is established in lieu of damages that are incapable of calculation at the inception hereof; and this amount is not to be considered in the nature of a penalty. The Owner shall have the right to deduct such damages from any amount due, or that may become due to the Contractor, or the amount of such damages shall be due and collectible from the Contractor or the Contractor's Surety. Progress payments made after the scheduled completion date shall not constitute a waiver of liquidated damages. Suspension. City may, in writing, order Contractor to suspend all or any part of the Contractor's Services for the convenience of City or for work stoppages beyond the control of City or Contractor. A suspension of the Services does not void this Agreement. Notices. Any notices, bills, invoices, or reports authorized or required by this Agreement shall be in writing and shall be deemed received on (a) the day of delivery if delivered by hand or overnight courier service during Contractor's and City's regular business hours or by facsimile before or during Contractor's regular business hours; or (b) on the third business day following deposit in the United States mail, postage prepaid, to the addresses heretofore set forth in the Agreement, or to such other addresses as the parties may, from time to time, designate in writing pursuant to the provisions of this Section. All notices shall be addressed as follows: If to City: City Clerk City of Seal Beach 211 8th Street Seal Beach, California 90740 Telephone: (562) 431 -2527 Fax: (562) 493 -9857 With a copy to: Public Works Director City of Seal Beach 211 8th Street Seal Beach, California 90740 If to Contractor: General Consolidated Constructors, Inc. 1325 Pico Street, Unit 102 Corona, CA 92881 (951) 734 -3507— Phone (951) 734 -3454 - Fax Non -Assi nability, Subcontracting. Contractor shall not assign, transfer, or subcontract any interest in this Agreement or the performance of any of Contractor's obligations hereunder. Any attempt by Contractor to so assign, transfer, or subcontract any rights, duties, or obligations arising hereunder shall be null, void and of no effect. Compliance with Laws. Contractor shall comply with all applicable federal, state and local laws, ordinances, codes and regulations in force at the time Contractor performs the Services. Non - Waiver of Terms Rights and Remedies. Waiver by either party of any one or more of the conditions of performance under this Agreement shall not be a waiver of any other condition of performance under this Agreement. In no event shall the making by City of any payment to Contractor constitute or be construed as a waiver by City of any breach of covenant, or any default which may then exist on the part of Contractor, and the making of any such payment by City shall in no way impair or prejudice any right or remedy available to City with regard to such breach or default. Attorneys' Fees. In the event that either party to this Agreement shall commence any legal action or proceeding to enforce or interpret the provisions of this Agreement, the prevailing party in such action or proceeding shall be entitled to recover its costs of suit, including all attorneys' fees incurred in connection with such enforcement or interpretation. Construction. The validity, interpretation, and performance of this Agreement shall be controlled by and construed under the laws of the State of California. In the event of any asserted 'ambiguity in, or dispute regarding the interpretation of any matter herein, the interpretation of this Agreement shall not be resolved by any rules of interpretation providing for interpretation against the party who causes the uncertainty to exist or against the party who drafted the Agreement or who drafted that portion of the Agreement. Entire A ,,reement. This Agreement, including any other documents incorporated herein by specific reference, represents the entire and integrated agreement between Contractor and City. This Agreement supersedes all prior oral or written negotiations, representations, or agreements. This Agreement may not be amended, nor any provision or breach hereof waived, except in a writing signed by the parties which expressly refers to this Agreement. IN WITNESS WHEREOF, the parties, through their respective authorized representatives, have executed this Agreement as of the date first written above. CITY OF SEAL BEACH M Attest: David Cannany, City Manager Linda Devine, City Clerk Approved as to Form: By: ;� �-n 6..t42-,44 uinn IV. Barrow, City Attorney CONTRACTOR: By: IN ame: Title: Name: Title: August 18, 2009 City of Seal Beach 211 8t' Street Seal Beach, 90740 Attention: Michael Ho City Engineer Reference: Bid Protest — Seal Beach Police & Council Chamber CIP #BG0801 Dear Michael, Sent via Email TBC Contractors Corporation is protesting the bid opening at 10:00 a.m. today. Per our sub list review immediately following the bid opening and our phone conversation at 12:15 pm for the above referenced project, General Consolidated Constructors, Inc. of Corona is non - responsive as they failed to list an Electrical Subcontractor which is over ' /z of 1% of bid amount. They do not have a C -10 electrical contract license to self perform this trade and are in violation of the "Subletting and Subcontracting Fair Practices Act'. TBC Contractors Corporation is a responsive bidder. Thank you for your time and patiently wait your response. Warmest regards, TBC Contractors Corporation Thomas B. Copenhaver, P.E. President & CEO cc: Vince Mastrosimone Quinn M. Barrow 1241 Pi. Lakeview Avenue: Suite K Anaheim, CA 92807 T: 71 4.693.3993 F: 714.139..3 39x8 lbccontractors.conl CA License ; %F, 641460 Lie. #567787 August 19, 2009 City of Seal Beach Michael Ho, City Engineer 211 Eighth Street Seal Beach, California 90740 1325 PICO ST., UNIT 102 CORONA, CALIFORNIA 92881 Re: Seal Beach Police and Council Chamber CIP #BG0801 Dear Mr. Ho TEL.: 951- 734 -3507 FAX: 951- 734 -3454 The purpose of this letter is to respond to the bid protest submitted by the second low bidder TBC Contractors Corporation. The allegation that GCC cannot self perform the electrical work because we are not licensed to perform that trade is false and a misinterpretation of the law on the part of the losing contractor. GCC, Inc. has a B license. A contractor with a B license can perform this trade as long as it performs at least two trades other than carpentry or framing. It is the intention of GCC, Inc. to self - perform demolition, painting, electrical and concrete. GCC is correctly licensed to perform these trades. See Business and Professions Code section 7057. The "Subletting and Subcontracting Fair Practices Act ", Section 4106 states that "If a prime contractor fails to specify a subcontractor or if a prime contractor specifies more than one subcontractor for the same portion of the work to be performed under the contract in excess of one- half of one percent of the prime contractor's total bid, the prime contractor agrees that he or she is fully qualified to perform that portion himself or herself, and that the prime contractor shall perform that portion himself or herself." GCC hereby represents and warrants that we are fully qualified and will perform the above mentioned portions of the work for this project. GCC has in its employ state certified electricians that have completed state approved apprenticeships. The bid protest against GCC lacks any merit and should be disregarded. General Consolidated Constructors looks forward to a successful project for the City of Seal Beach. Please feel free to contact us should you have any questions or need additional information. Thank You, Robert V. McCoy, President GCC rr N Q� O O m M. xar r: a 5�a7 0 �b 0 LIN 1 SEACREST CT f 2 wKwo1SE CT 0 �+ 3 ►SARiSID MY O 4 70P SIDE CT 5 C"ASS CT _6 uI RgEJ h�� t,�i' w N R _ffY -1 �u ELORWS AY +ll It30US7RIAL I.iR t i l . �_,W Sn:� h�M; "C• '� �y'' aL-� -i6 i�^ cam; OWNER: PROJECT ADDRESS: CITY OF SEAL BEACH 211 8TH STREET Proposcd Rcstroom Rcmodcl For: Vicinity Mai OWNER'S REP; VINCE MASTROSIMONE N.T.S. (THOMAS GUIDE) (562) 431 -2527 Ext 1318 EMAIL vmastrosimane@cLseal- b ach.ca.us ARCHITECTURAL/ MECHANICAL/ (PG:# 604, GRID J-1) PLUMBING/ ELECTRICAL 02005 DnUr. 44CRESEN, ARCHITECT EXPRESSLY RESERVES.HIS C ,Hnr,N LAW 0PrRICHT AND OTHER PRnPERT-r RIGHTS IN THESE PLANS. THESE PLANS :R WIT B FRr r r . ; •1 n ANN R WKIT':] R 1R � n r is t :1 :T I ,i � � E TO ,.E PE AU�.ED, .H N,ED �F C SPIED IN ANY F FX`1 . R H E 1 EvE N: RE THEY T 6E SS .NEC n ANY TNIFC P1RT-i \vITH.I FIRST .BTU iWNr, THE EXPRESS WRITTEN FERMISStISN ANC CfiNSENf :1F D��Lf,LwS ..NOFESEN, ARCHITECT FIXTURES. DEVICES AND EQUIPMENT SHALL COMPLY WITH APPLICABLE CEC REGULATIONS. LIN 1 SEACREST CT f 2 wKwo1SE CT 0 �+ 3 ►SARiSID MY O 4 70P SIDE CT 5 C"ASS CT _6 uI RgEJ h�� t,�i' w N R _ffY -1 �u ELORWS AY +ll It30US7RIAL I.iR t i l . �_,W Sn:� h�M; "C• '� �y'' aL-� -i6 i�^ cam; OWNER: PROJECT ADDRESS: CITY OF SEAL BEACH 211 8TH STREET Proposcd Rcstroom Rcmodcl For: SEAL BEACH, CA 90740 OWNER'S REP; VINCE MASTROSIMONE CONSTRUCTION OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MODIFIED VERSION (TITLE 24, 2007 EDITION) OF THE FOLLOWING CODES: 2007 CALIFORNIA BUILDING CODE. (2006 IBC) 2007 CALIFORNIA PLUMBING CODE, (2006 UPC) 2007 CALIFORNIA MECHANICAL CODE, (2006 UMC) 2007 CALIFORNIA ELECTRICAL CODE (2005 NEC) 2007 CALIFORNIA FIRE CODE, (2006 IFC) W/ CITY OF COLTON AMENDMENTS. 2007 CALIFORNIA ENERGY CODE "AMERICANS WITH DISABILITIES ACT" (ADA) HEALTH AND SAFETY CODE (HSC), SECTION 13145. CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19 TITLE 24 2001 CAC 20010ELVC ALL OTHER APPLICABLE LAWS AND REGULATIONS (562) 431 -2527 Ext 1318 EMAIL vmastrosimane@cLseal- b ach.ca.us ARCHITECTURAL/ MECHANICAL/ ANDRESEN ARCHITECTURE INC. 17087 ORANGE WAY PLUMBING/ ELECTRICAL FONTANA, CA 92335 (909) 355 -6688 FIXTURES. DEVICES AND EQUIPMENT SHALL COMPLY WITH APPLICABLE CEC REGULATIONS. CONTACT: DOUG ANDRESEN EMAIL doug @1 architect com BUILDING DATA - BUILDING AREA: 1,000 SQ FT. REMODELED AREA- APN- OCCUPANCY: 191 SQ. FT. 0161.124 -24 ! 25 GROUP A-3 °L ZONING: CONSTRUCTION: C-2 TYPE V -B PROJECT DESCRIPTION: EXISTING 1 MENS 81 WOMEN'S RESTROOM TO BE CONVERTED INTO ONE MEN, ONE WOMEN, AND ONE UNISEX RESTROOMS General Notes Number Note Proposcd Rcstroom Rcmodcl For: 1 LUMBER SHALL BE GRADE STAMPED AND CONFORM TO THE FOLLOWING MINIMUM STANDARDS' A) STRUCTURAL LUMBER TO BE WEST COAST DOUG FIR NO. 2 OR BETTER (UNLESS NOTED OTHERWISE) THIS INCLUDES BEAMS, HEADERS, BLOCKING, DIAGONAL BRACES, PLATFORMS, STRINGERS, JOISTS, RAFTERS AND POSTS. (BEAMS 4 x 12 AND LARGER TO BE DOUG FIR #1 & BTR.) B) STUDS MAY BE "CONSTRUCTION GRADE' DOUGLAS FIR OR #1 & BETTER. C) TOP PLATES MAY BE "CONSTRUCTION GRADE" HEM FIR OR DOUGLAS FIR. 0) SILL PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED 'WOLMANIZED" OR FOUNDATION GRADE REDWOOD 2 CONSTRUCTION OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MODIFIED VERSION (TITLE 24, 2007 EDITION) OF THE FOLLOWING CODES: 2007 CALIFORNIA BUILDING CODE. (2006 IBC) 2007 CALIFORNIA PLUMBING CODE, (2006 UPC) 2007 CALIFORNIA MECHANICAL CODE, (2006 UMC) 2007 CALIFORNIA ELECTRICAL CODE (2005 NEC) 2007 CALIFORNIA FIRE CODE, (2006 IFC) W/ CITY OF COLTON AMENDMENTS. 2007 CALIFORNIA ENERGY CODE "AMERICANS WITH DISABILITIES ACT" (ADA) HEALTH AND SAFETY CODE (HSC), SECTION 13145. CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19 TITLE 24 2001 CAC 20010ELVC ALL OTHER APPLICABLE LAWS AND REGULATIONS 3 DRAINAGE PIPING IN THE GROUND SHALL BE LAID ON A FIRM BED FOR ITS ENTIRE LENGTH AND BACKFILLEO IN THIN LAYERS TO 12" ABOVE TOP OF PIPE WITH CLEAN EARTH, FREE FROM STONES AND BOULDERS. DRAIN PIPE SHALL BE A MINIMUM OF 3" DIAMETER WITH 2% MIN. SLOPE 4 OFFSET PLUMBING OUT OF BEARING FOOTINGS. 5 FIXTURES. DEVICES AND EQUIPMENT SHALL COMPLY WITH APPLICABLE CEC REGULATIONS. 6 APPROVAL OF THESE PLANS BY THE BUILDING DEPARTMENT DOES NOT INCLUDE APPROVAL FOR ANY TYPE OF ALARM SYSTEM THAT MAY BE SHOWN OR REQUIRED. SEPARATE APPROVALS FOR ANY ALARM SYSTEMS MUST BE OBTAINED. 7 8 ALL STEEL REINFORCEMENT TO COMPLY WITH ASTM -615, GRADE 40 AND 60 NO HAZARDOUS MATERIALS WILL BE USED /STORED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES LISTED IN CBC TABLES 307.1 (1) & 307.1 (2). Proposcd Rcstroom Rcmodcl For: Seal Beach Council Chambers AR 211 8th Strcct Seal Beach, CA 90740 V�r� 1 May 2009 Rte," - alp-o9 �e °�' °F 09 -843 cALX`` Site I A r 106 ARCA (E) QT /1 ALLEY------------------------------------------------------------ ®mm ® ® ® ® ®se ®mo ®m ® ® ®m ®mom ®mm ® ®o ®m ®mom ®mea ®m.s ®mmmo mm® 11 KO Q I 1 • �O �Ilr 1�Tl 12 13 .►o 'l �I o UNISE , 0 u _ Q L� DE s -s 12 COUNC L CHAMBERS (E) QT /16' - 15.181 104 UTILITY ; (E) QT /8' - 0., 2 -371 _ 7'3' ;�.. 3, -71„ 2571 F7 .... 8.605 2571 8605 1 , Plan Notes MOM No I IN 150 TEMPORARY T-O' HIGH CHAIN LINK FENCE ENCLOSURE. REMOVE AT END OF PROJECT AND PATCH HOLES TO MATCH ADJACENT SURFACES. VERIFY EXACT 11 KO Q I 1 • �O �Ilr 1�Tl 12 13 .►o 'l �I o UNISE , 0 u _ Q L� DE s -s 12 COUNC L CHAMBERS (E) QT /16' - 15.181 104 UTILITY ; (E) QT /8' - 0., 2 -371 _ 7'3' ;�.. 3, -71„ 2571 F7 .... 8.605 2571 8605 s . 3-395 DRILL 5/8" DIAMETER HOLES AT 24" O/C AND EPDXY -TIE (ICBO 4945) NEW SLAB TO EXISTING FOOTING WITH 30" LONG 04 BARS AT 24'0/C WITH 6" MINIMUM EMBEDMENT (SPECIAL INSPECTION REQUIRED) TRUE TRUE 5 -287 NORTH NORTH 6.05 EXISTING WORK TO REMAIN Floor Plant Detno Floor Plan 6.16 EXISTING NON- BEARING WALL TOBE REMOVED. PATCH ADJACENT SURFACES PROJECT 1/4" =1' -0" PROJECT TO MATCH EXISTING MATERIALS, COLORS AND TEXTURES. NORTH NORTH 6-22 2 x 4 STUD FRAMING AT 16" O/C. 6.25 THIS WALL TO BE FRAMED WITH 2 x 6 STUDS AT 16" ON CENTER 6.88 PROVIDE 2 x 4 FURRING WALL FOR PLUMBING NEXT TO STRUCTURAL WALL FOR SHEAR PANEL MANUFACTURER LEGEND. y.... . ..................:............ :I .................. : : : : :: : :: ' .i._................................... ... : :.. i A AMERICAN STANDARD INK„ WW.A M R I ANS A NOA RC•US.COM B BRADLEY, PHONE: WWW.P.RADLEYCORP.COM C. HAWS CORPORATION (888) 640 -2497 I 1 U. ` REMARKS LEGEND: ' . _..._. 1 WITH POLISHED CHROME .......... ,...... R. ITS. PROVIDE LO FINISH AND MIST BLADE HANDLES ("AMERICAN STANDARD INC. # 5501.170) i 2 COLOR: WHITE. PROVIDE OPEN FRONT SEAT LESS COVER ("AMERICAN ' ... ROYAL STALL I 5"j PROVIDE FLUSH VALVE ('SLOAN 101 MEN EQUAL) WITH LEVER ON WOE SIDE OF DISABLED-ACCESSIBLE i I . I �I 3 III 1 Iil i , 3.370 Plan Notes MOM No I IN 150 TEMPORARY T-O' HIGH CHAIN LINK FENCE ENCLOSURE. REMOVE AT END OF PROJECT AND PATCH HOLES TO MATCH ADJACENT SURFACES. VERIFY EXACT 1 3-395 LOCATION AND EXTENT OF ENCLOSURE WITH OWNER'S REP. 11 M N' S M4— 6 1-100 _1 1 -123 60" DIAMETER CLEAR TURNING AREA PROVIDE 4'-0" WIDE CLEAR PATH OF TRAVEL FROM PUBLIC WAY TO FRONT EXISTING DOOR. SLOPE UP OR DOWN SHALL NOT EXCEED 1:20 NTH CROSS SLOPE NOT TO EXCEED 1 :50. PROVIDE 4' WIDE PAINTED BLUE STRIPES AT T-O' ON CENTER WHERE PATH OF TRAVEL CROSSES PARKING LOT AREAS 10 82 1 -130 DOORWAYS LEADING TO UNISEX TOILET ROOMS SHALL HAVE AN 12 INCH LJ DIAMETER CIRCLE, 114 INCH THICK AND A'' /. INCH THICK. EQUILATERAL TRIANGLE WITH 12 INCH SIDES INSCRIBED AND SUPERIMPOSED ON THE CIRCLE. THE j SYMBOL SHALL BE CENTERED ON THE DOOR, 60 INCHES ABOVE THE FLOOR AND IN A COLOR AND CONTRAST DIFFERENT FROM THE DOOR. ALSO, PROVIDE A SEPARATE SIGN ON THE WALL ADJACENT TO THE LATCH SIDE OF TH@AOCR (ALLOWING A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITH 15 216 t ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR) WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND Room Finish Abbreviation % CORRESPONDING VERBAL DESCRIPTION USING RAISED LETTERING AND GRADE II BRAILLE 1 -133 DOORWAYS LEADING TO WOMEN'S TOILET ROOMS SHALL HAVE A 12 INCH DIAMETER CIRCLE 114 INCH THICK THE SYMBOL SHALL BE CENTERED ON THE DOOR, 60 INCHES ABOVE THE FLOOR AND IN A COLOR AND CONTRAST DIFFERENT FROM THE DOOR ALSO, PROVIDE A SEPARATE SIGN ON THE WALL Abbreviation Description '• ADJACENT TO THE LATCH SIDE OF THE DOOR (ALLOWING A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR) WITH THE ACCESSIBILITY AND CORRESPONDING VERBAL It 11 1 -136 �; INTERNATIONAL SYMBOL OF DESCRIPTION USING RAISED LETTERING AND GRADE 11 BRAILLE . DOORWAYS LEADING TO MEN'S TOILET ROOMS SHALL HAVE AN EQUILATERAL 15-161 `\ —� \ TRIANGLE 114 INCH THICK, 12 INCH SIDES, AND A VERTEX POINTING UPWARD. THE SYMBOL SHALL BE CENTERED ON THE DOOR, 60 INCHES ABOVE THE FLOOR AND IN A COLOR AND CONTRAST DIFFERENT FROM THE DOOR. ALSO, PROVIDE A SEPARATE SIGN ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR WITHOUT \t ( (ALLOWING A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR) NTH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND CORRESPONDING VERBAL DESCRIPTION USING RAISED LETTERING AND GRADE II BRAILLE .'` ......... 1 -140 PROVIDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN AT THE PRIMARY ` PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL THE SIGNS SHALL DIRECT PERSONS TO 6605 /•- ......... • ACCESSIBLE ENTRANCES AND FACILITIES. MOUNTING HEIGHT FOR SIGNS AT DOORS SHALL BE 60 INCHES FROM THE WALKING SURFACE TO THE CENTERLINE OF THE SIGN. THE SYMBOL SHALL BE PROPORTIONALLY SIMILAR TO THAT SHOWN IN DETAIL 1710 -1 WITH A MINIMUM SIZE OF 6!'x 6". 2571 3570 EXISTING MASONRY ALL TO REMAIN W SAWCUT AND REMOVE EXISTING 4' THICK CONCRETE SLAB AS REQUIRED TO WATER LINES. RE- COMPACT TO 90 %1 AND . .... ..... 8605 2J71 INSTALL NEW PLUMBING WASTE AND RE -POUR SLAB WITH 4" THICK CONCRETE SLAB WITH #4 BARS, AT 24" ON CENTER OVER 7' SAND OVER 10 MIL VAPOR BARRIER OVER 2" SAND TO MATCH EXISTING LEVEL AND FINISH. s . 3-395 DRILL 5/8" DIAMETER HOLES AT 24" O/C AND EPDXY -TIE (ICBO 4945) NEW SLAB TO EXISTING FOOTING WITH 30" LONG 04 BARS AT 24'0/C WITH 6" MINIMUM EMBEDMENT (SPECIAL INSPECTION REQUIRED) TRUE TRUE 5 -287 NORTH NORTH 6.05 EXISTING WORK TO REMAIN Floor Plant Detno Floor Plan 6.16 EXISTING NON- BEARING WALL TOBE REMOVED. PATCH ADJACENT SURFACES PROJECT 1/4" =1' -0" PROJECT TO MATCH EXISTING MATERIALS, COLORS AND TEXTURES. NORTH NORTH 6-22 2 x 4 STUD FRAMING AT 16" O/C. 6.25 THIS WALL TO BE FRAMED WITH 2 x 6 STUDS AT 16" ON CENTER 6.88 PROVIDE 2 x 4 FURRING WALL FOR PLUMBING NEXT TO STRUCTURAL WALL FOR SHEAR PANEL MANUFACTURER LEGEND. y.... . ..................:............ :I .................. : : : : :: : :: ' .i._................................... ... : :.. i A AMERICAN STANDARD INK„ WW.A M R I ANS A NOA RC•US.COM B BRADLEY, PHONE: WWW.P.RADLEYCORP.COM C. HAWS CORPORATION (888) 640 -2497 I 1 U. ` REMARKS LEGEND: ' . _..._. 1 WITH POLISHED CHROME .......... ,...... R. ITS. PROVIDE LO FINISH AND MIST BLADE HANDLES ("AMERICAN STANDARD INC. # 5501.170) i 2 COLOR: WHITE. PROVIDE OPEN FRONT SEAT LESS COVER ("AMERICAN ' ... ROYAL STALL I 5"j PROVIDE FLUSH VALVE ('SLOAN 101 MEN EQUAL) WITH LEVER ON WOE SIDE OF DISABLED-ACCESSIBLE i I . I �I 3 III 1 Iil 8-100 SAWCUT AND REMOVE EXISTING WALL AS REQUIRED TO INSTALL NEW DOOR AND FRAME AS SHOWN. PATCH TO MATCH EXISTING MATERIALS, COLORS AND TEXTURES. 8.130 EXISTING DOOR TO REMAIN 8-605 EXISTING WINDOW TO REMAIN 10.20 1 /4"THICK MIRROR 10.82 EXISTING TOILET PARTITION TO BE REMOVED. (CONTRACTOR'S SALVAGE) 10-131 STAINLESS STEEL SURFACE MOUNTED DUAL ROLL TOILET TISSUE HOLDER ('BRADLEY" 95402, OR EQUAL) 10.135 STAINLESS STEEL RECESSED MOUNTED PAPER TOWEL DISPENSER If DISPOSER ("BRADLEY" 4234, OR EQUAL) 10-140 STAINLESS STEEL SURFACE MOUNTED SEAT COVER DISPENSER (BRADLEY" #583, OR EQUAL) 10.145 STAINLESS STEEL RECESSED HORIZONTAL LIQUID SOAP DISPENSER ("BRADLEY" #643, OR EQUAL) CT /8' - 0° 10-165 1 -12" DIAMETER TWO -WALL GRAB BAR MOUNTED 33" ABOVE FLOOR ("BRADLEY" EREOCCU #8120-059- 36540R EQUAL) (WH RS) :i : , .......... ......y........ 12 -120 EXISTING SHELVING TO REMAIN : : : : : :........ s............1 .. ............ ': 3 1.12 DIAMETER TWO-WALL GRAB BAR CONCEALED MOUNTED 33 "ABOVE 1506 FLUSH BRASS FLOOR DRAIN WITH TRAP PRIMER \ FL OOR (B RADLEY- 98120 -059.3652 OR EQUAL) ........... .. ................ I i 4 DETAILS. IEFER TO MANUFACTURER'S ELEVATIONS NS AUICTIONS FOP. DISABLED D ..........................._... . . .............................. ` t 1'50 #�*• • r ACCESSIBLE MOUNTING REQUIREMENTS . ........................._....: ; .... ............................... i 5. 24' WIDE X 3e' HIGH (BOTTOM AT +4(r MAX) STAINLESS STEEL FRAMED 102 WOMEN 1; . • MIRROR WITH 114" POLISHED FLOAT GLASS ('BRADLEY MODEL #780-2436, OR EQUAL) CT /8' - 0" EXISTING CITY < S. PROVIDE CONCEALED ARMS SUPPORT Door 15-181 EXISTING SERVICE SINK TO REMAIN 15.199 DISABLED ACCESSIBLE FLUSH -VALVE WATER CLOSET. PROVIDE FLUSH VALVE ON THE WIDE SIDE OF THE TOILET. (1.6 GALLONS PER FLUSH MAXIMUM) ('AMERICAN STANDARD" MADERA 17-H EL 1.6) (SHALL MEET ANSI A11119.2) 1 5218 EXISTING WATER CLOSET TO BE REMOVED AND TURNED OVER TO THE CITY, ADJUST (OR CAP INSIDE WALL OR BELOW FLOOR) WASTE AND WATER LINES AS REQUIRED TO SERVE NEW WATER CLOSETS (SEE FLOOR PLAN) 15225 EXISTING WALL -HUNG URINAL TO BE REMOVED AS REQUIRED TO INSTALL NEW CERAMIC TILE WAINSCOT. CLEAN AND/OR REPLACE SHUT -OFF VALVES AND ALL :i HALL BUILDING t - PLUMBING INSIDE WALL AND BELOW FLOOR AS REQUIRED TO PROVIDE A (NOT A PART) 103 UNISEX tt COMPLETE FULLY FUNCTIONAL WALL URINAL PROVIDE NEW FLUSH VALVE. y 7. PROVIDE NEW FLUSH VALVE f'SLOAN ROYAL #186.1.0" OR EQUAL). (SEE :105 ' COUNCIL CHAMBERS li i DETAILS FOR HANDICAP ACCESSIBLE MOUNTING HEIGHT). ABBREVIATIONS: DOOR GENERAL NOTES: 15226 WALL -HUNG URINAL (AMERICAN STANDARD" LYNBP.00K 1,0- WHITE), INSTALL C T /8, - 0 „ (E) QT /16' - 0” nag AL= ALUMINUM HARDWARE TO BE LEVER TYPE TO MATCH SO TOP OF RIM IS 17" FROM FINISH FLOOR Q 8. COLOR: WHITE. PROVIDE FLUSH VALVE ("SLOAN ROYAL #186 -1.0 OR AN= BRONZE ANODIZED EXISTING 15.229 EXISTING WALL HUNG LAVATORY TO BE REMOVED AND TURNED OVER TO THE i l :.., EQUAL). (SEE DETAILS FOR HANOICALP ACCESSIBLE MOUNTING HEIGHT) _ E "OCCUPIEDNACANT' INDICATOR TO CITY. ADJUST (OR CAP INSIDE WALL OR BELOW FLOOR) WASTE AND WATER ................... .............................. . CA CLEAR ANODIZED PROVIDE li r w ••• LINES AS REQUIRED TO SERVE NEW LAVATORY (SEE FLOOR PLAN) \ %1 9. "1-11 -LO", DUAL HEIGHT, STAINLESS STEEL DRINKING FOUNTAIN WITH BACK HM= HOLLOW METAL MATCH EXISTING _ 106 ARCAD PANEL ("HAWS CORPORATION" #1011 OR EQUAL) INT= INTEGRAL 15280 pOPLI(Jp DRAIN. N ('AAME ICAN WITH 4* LUCERNEEtM�ITE} ON TOP OFF FRONT RIM / \, jf i i P= PRIME AND PAINT :..�. (E) QT /10' - O° �O ` ' __ MOUNTED 34 "FROM FINISHED FLOOR (INSULATE WASTE PIPING BELOW) `�0� ` 15-283 EXISTING DRINKING FOUNTAIN TO BE REMOVED. REVISE PLUMBING AS ......................................._...._....._.................._..........................._.. ............................._I : u._• z..;, PC POWDER COAT PF- PREFINISHED ' � REQUIRED TO SERVE NEW DRINKING FOUNTAIN AT NEW LOCATION 104 UTILITY PS= PRESSED E EEL(TIMELY) PLASTIC T (E) QT /8' -0" ' - `:- -::-: --:::i- WD= WOOD FOR PAINT ` RABBETED FRAME WDF= WOOD FRAME WITH SOLID CORE ..................... ...... . ::. e WOOD STILE & RAIL -.. -.... is DOOR TO MATCH - -— EXISTING 1.123 � 1 -140 1 }1 U-. -- -- MOM No I IN 717 1:1 11 �� •• —Dispenser GENERAL NOTES: Room Finish Abbreviation Room Finish Abbreviation A. 5/8" GYPSUM BOARD ON WALLS 8 5/8" GYPSUM BOARD ON Abbreviation Description Abbreviation Description CEILINGS TO RECEIVE SMOOTH TEXTURE WITH TWO COATS ENAMEL g FALOOR MATERIOA KHAN S TO OCCUR IN CENTER OF CON CONCRETE RES RESILIENT FLOORING DOOR WHEN IN A CLOSED POSITION C. ALL CORNERS TO BE BULLNOSED CONK EXPOSED FINISHED CONK. Q CPT CARPET 1 CT CERAMIC TILE RUB RUBBER FLOORING SEAL CLEAR CONCRETE FLOOR SEALER SV SHEET VINYL SUSPENDED ACOUSTICAL CEILING REMARKS: E.C. EXPOSED CONSTRUCTION EPDXY FLOURING T-BAR TSB TOP SET BASE 0. 8TH ST . 1. 4' -0" HIGH CERAMIC TILE WAINSCOT ALL WALLS IN ROOM WITH BULLNOSED F.F. FINISHED FLOOR F.F. FRP FIBER REINFORCED PANELS WB VINYL COATED ACOUSTICAL CEILING WBB WOOD BASE BOARD -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ^ ` — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TRUE _ _ THIS TOP EDGE 2. EXISTING ROOM TO REMAIN. NO WORK IN THIS ROOM. GB GYPSUM BOARD 1ND WOOD FLOORING WRGB WATER RESISTANT GYPSUM BOARD (PROVIDE 8-100 SAWCUT AND REMOVE EXISTING WALL AS REQUIRED TO INSTALL NEW DOOR AND FRAME AS SHOWN. PATCH TO MATCH EXISTING MATERIALS, COLORS AND TEXTURES. 8.130 EXISTING DOOR TO REMAIN 8-605 EXISTING WINDOW TO REMAIN 10.20 1 /4"THICK MIRROR 10.82 EXISTING TOILET PARTITION TO BE REMOVED. (CONTRACTOR'S SALVAGE) 10-131 STAINLESS STEEL SURFACE MOUNTED DUAL ROLL TOILET TISSUE HOLDER ('BRADLEY" 95402, OR EQUAL) 10.135 STAINLESS STEEL RECESSED MOUNTED PAPER TOWEL DISPENSER If DISPOSER ("BRADLEY" 4234, OR EQUAL) 10-140 STAINLESS STEEL SURFACE MOUNTED SEAT COVER DISPENSER (BRADLEY" #583, OR EQUAL) 10.145 STAINLESS STEEL RECESSED HORIZONTAL LIQUID SOAP DISPENSER ("BRADLEY" #643, OR EQUAL) CT /8' - 0° 10-165 1 -12" DIAMETER TWO -WALL GRAB BAR MOUNTED 33" ABOVE FLOOR ("BRADLEY" EREOCCU #8120-059- 36540R EQUAL) (WH RS) :i : , .......... ......y........ 12 -120 EXISTING SHELVING TO REMAIN : : : : : :........ s............1 .. ............ ': 3 1.12 DIAMETER TWO-WALL GRAB BAR CONCEALED MOUNTED 33 "ABOVE 1506 FLUSH BRASS FLOOR DRAIN WITH TRAP PRIMER \ FL OOR (B RADLEY- 98120 -059.3652 OR EQUAL) ........... .. ................ I i 4 DETAILS. IEFER TO MANUFACTURER'S ELEVATIONS NS AUICTIONS FOP. DISABLED D ..........................._... . . .............................. ` t 1'50 #�*• • r ACCESSIBLE MOUNTING REQUIREMENTS . ........................._....: ; .... ............................... i 5. 24' WIDE X 3e' HIGH (BOTTOM AT +4(r MAX) STAINLESS STEEL FRAMED 102 WOMEN 1; . • MIRROR WITH 114" POLISHED FLOAT GLASS ('BRADLEY MODEL #780-2436, OR EQUAL) CT /8' - 0" EXISTING CITY < S. PROVIDE CONCEALED ARMS SUPPORT Door 15-181 EXISTING SERVICE SINK TO REMAIN 15.199 DISABLED ACCESSIBLE FLUSH -VALVE WATER CLOSET. PROVIDE FLUSH VALVE ON THE WIDE SIDE OF THE TOILET. (1.6 GALLONS PER FLUSH MAXIMUM) ('AMERICAN STANDARD" MADERA 17-H EL 1.6) (SHALL MEET ANSI A11119.2) 1 5218 EXISTING WATER CLOSET TO BE REMOVED AND TURNED OVER TO THE CITY, ADJUST (OR CAP INSIDE WALL OR BELOW FLOOR) WASTE AND WATER LINES AS REQUIRED TO SERVE NEW WATER CLOSETS (SEE FLOOR PLAN) 15225 EXISTING WALL -HUNG URINAL TO BE REMOVED AS REQUIRED TO INSTALL NEW CERAMIC TILE WAINSCOT. CLEAN AND/OR REPLACE SHUT -OFF VALVES AND ALL :i HALL BUILDING t - PLUMBING INSIDE WALL AND BELOW FLOOR AS REQUIRED TO PROVIDE A (NOT A PART) 103 UNISEX tt COMPLETE FULLY FUNCTIONAL WALL URINAL PROVIDE NEW FLUSH VALVE. y 7. PROVIDE NEW FLUSH VALVE f'SLOAN ROYAL #186.1.0" OR EQUAL). (SEE :105 ' COUNCIL CHAMBERS li i DETAILS FOR HANDICAP ACCESSIBLE MOUNTING HEIGHT). ABBREVIATIONS: DOOR GENERAL NOTES: 15226 WALL -HUNG URINAL (AMERICAN STANDARD" LYNBP.00K 1,0- WHITE), INSTALL C T /8, - 0 „ (E) QT /16' - 0” nag AL= ALUMINUM HARDWARE TO BE LEVER TYPE TO MATCH SO TOP OF RIM IS 17" FROM FINISH FLOOR Q 8. COLOR: WHITE. PROVIDE FLUSH VALVE ("SLOAN ROYAL #186 -1.0 OR AN= BRONZE ANODIZED EXISTING 15.229 EXISTING WALL HUNG LAVATORY TO BE REMOVED AND TURNED OVER TO THE i l :.., EQUAL). (SEE DETAILS FOR HANOICALP ACCESSIBLE MOUNTING HEIGHT) _ E "OCCUPIEDNACANT' INDICATOR TO CITY. ADJUST (OR CAP INSIDE WALL OR BELOW FLOOR) WASTE AND WATER ................... .............................. . CA CLEAR ANODIZED PROVIDE li r w ••• LINES AS REQUIRED TO SERVE NEW LAVATORY (SEE FLOOR PLAN) \ %1 9. "1-11 -LO", DUAL HEIGHT, STAINLESS STEEL DRINKING FOUNTAIN WITH BACK HM= HOLLOW METAL MATCH EXISTING _ 106 ARCAD PANEL ("HAWS CORPORATION" #1011 OR EQUAL) INT= INTEGRAL 15280 pOPLI(Jp DRAIN. N ('AAME ICAN WITH 4* LUCERNEEtM�ITE} ON TOP OFF FRONT RIM / \, jf i i P= PRIME AND PAINT :..�. (E) QT /10' - O° �O ` ' __ MOUNTED 34 "FROM FINISHED FLOOR (INSULATE WASTE PIPING BELOW) `�0� ` 15-283 EXISTING DRINKING FOUNTAIN TO BE REMOVED. REVISE PLUMBING AS ......................................._...._....._.................._..........................._.. ............................._I : u._• z..;, PC POWDER COAT PF- PREFINISHED ' � REQUIRED TO SERVE NEW DRINKING FOUNTAIN AT NEW LOCATION 104 UTILITY PS= PRESSED E EEL(TIMELY) PLASTIC T (E) QT /8' -0" ' - `:- -::-: --:::i- WD= WOOD FOR PAINT ` RABBETED FRAME WDF= WOOD FRAME WITH SOLID CORE ..................... ...... . ::. e WOOD STILE & RAIL -.. -.... is DOOR TO MATCH - -— EXISTING 1.123 � 1 -140 1 }1 U-. -- -- MOM No I IN 717 1:1 GENERAL NOTES: Room Finish Abbreviation Room Finish Abbreviation A. 5/8" GYPSUM BOARD ON WALLS 8 5/8" GYPSUM BOARD ON Abbreviation Description Abbreviation Description CEILINGS TO RECEIVE SMOOTH TEXTURE WITH TWO COATS ENAMEL g FALOOR MATERIOA KHAN S TO OCCUR IN CENTER OF CON CONCRETE RES RESILIENT FLOORING 15-181 EXISTING SERVICE SINK TO REMAIN 15.199 DISABLED ACCESSIBLE FLUSH -VALVE WATER CLOSET. PROVIDE FLUSH VALVE ON THE WIDE SIDE OF THE TOILET. (1.6 GALLONS PER FLUSH MAXIMUM) ('AMERICAN STANDARD" MADERA 17-H EL 1.6) (SHALL MEET ANSI A11119.2) 1 5218 EXISTING WATER CLOSET TO BE REMOVED AND TURNED OVER TO THE CITY, ADJUST (OR CAP INSIDE WALL OR BELOW FLOOR) WASTE AND WATER LINES AS REQUIRED TO SERVE NEW WATER CLOSETS (SEE FLOOR PLAN) 15225 EXISTING WALL -HUNG URINAL TO BE REMOVED AS REQUIRED TO INSTALL NEW CERAMIC TILE WAINSCOT. CLEAN AND/OR REPLACE SHUT -OFF VALVES AND ALL :i HALL BUILDING t - PLUMBING INSIDE WALL AND BELOW FLOOR AS REQUIRED TO PROVIDE A (NOT A PART) 103 UNISEX tt COMPLETE FULLY FUNCTIONAL WALL URINAL PROVIDE NEW FLUSH VALVE. y 7. PROVIDE NEW FLUSH VALVE f'SLOAN ROYAL #186.1.0" OR EQUAL). (SEE :105 ' COUNCIL CHAMBERS li i DETAILS FOR HANDICAP ACCESSIBLE MOUNTING HEIGHT). ABBREVIATIONS: DOOR GENERAL NOTES: 15226 WALL -HUNG URINAL (AMERICAN STANDARD" LYNBP.00K 1,0- WHITE), INSTALL C T /8, - 0 „ (E) QT /16' - 0” nag AL= ALUMINUM HARDWARE TO BE LEVER TYPE TO MATCH SO TOP OF RIM IS 17" FROM FINISH FLOOR Q 8. COLOR: WHITE. PROVIDE FLUSH VALVE ("SLOAN ROYAL #186 -1.0 OR AN= BRONZE ANODIZED EXISTING 15.229 EXISTING WALL HUNG LAVATORY TO BE REMOVED AND TURNED OVER TO THE i l :.., EQUAL). (SEE DETAILS FOR HANOICALP ACCESSIBLE MOUNTING HEIGHT) _ E "OCCUPIEDNACANT' INDICATOR TO CITY. ADJUST (OR CAP INSIDE WALL OR BELOW FLOOR) WASTE AND WATER ................... .............................. . CA CLEAR ANODIZED PROVIDE li r w ••• LINES AS REQUIRED TO SERVE NEW LAVATORY (SEE FLOOR PLAN) \ %1 9. "1-11 -LO", DUAL HEIGHT, STAINLESS STEEL DRINKING FOUNTAIN WITH BACK HM= HOLLOW METAL MATCH EXISTING _ 106 ARCAD PANEL ("HAWS CORPORATION" #1011 OR EQUAL) INT= INTEGRAL 15280 pOPLI(Jp DRAIN. N ('AAME ICAN WITH 4* LUCERNEEtM�ITE} ON TOP OFF FRONT RIM / \, jf i i P= PRIME AND PAINT :..�. (E) QT /10' - O° �O ` ' __ MOUNTED 34 "FROM FINISHED FLOOR (INSULATE WASTE PIPING BELOW) `�0� ` 15-283 EXISTING DRINKING FOUNTAIN TO BE REMOVED. REVISE PLUMBING AS ......................................._...._....._.................._..........................._.. ............................._I : u._• z..;, PC POWDER COAT PF- PREFINISHED ' � REQUIRED TO SERVE NEW DRINKING FOUNTAIN AT NEW LOCATION 104 UTILITY PS= PRESSED E EEL(TIMELY) PLASTIC T (E) QT /8' -0" ' - `:- -::-: --:::i- WD= WOOD FOR PAINT ` RABBETED FRAME WDF= WOOD FRAME WITH SOLID CORE ..................... ...... . ::. e WOOD STILE & RAIL -.. -.... is DOOR TO MATCH - -— EXISTING 1.123 � 1 -140 1 }1 U-. -- -- MOM No I IN 717 1:1 GENERAL NOTES: Room Finish Abbreviation Room Finish Abbreviation A. 5/8" GYPSUM BOARD ON WALLS 8 5/8" GYPSUM BOARD ON Abbreviation Description Abbreviation Description CEILINGS TO RECEIVE SMOOTH TEXTURE WITH TWO COATS ENAMEL g FALOOR MATERIOA KHAN S TO OCCUR IN CENTER OF CON CONCRETE RES RESILIENT FLOORING DOOR WHEN IN A CLOSED POSITION C. ALL CORNERS TO BE BULLNOSED CONK EXPOSED FINISHED CONK. Q CPT CARPET 1 CT CERAMIC TILE RUB RUBBER FLOORING SEAL CLEAR CONCRETE FLOOR SEALER SV SHEET VINYL SUSPENDED ACOUSTICAL CEILING REMARKS: E.C. EXPOSED CONSTRUCTION EPDXY FLOURING T-BAR TSB TOP SET BASE 0. 8TH ST . 1. 4' -0" HIGH CERAMIC TILE WAINSCOT ALL WALLS IN ROOM WITH BULLNOSED F.F. FINISHED FLOOR F.F. FRP FIBER REINFORCED PANELS WB VINYL COATED ACOUSTICAL CEILING WBB WOOD BASE BOARD -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ^ ` — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TRUE _ _ THIS TOP EDGE 2. EXISTING ROOM TO REMAIN. NO WORK IN THIS ROOM. GB GYPSUM BOARD 1ND WOOD FLOORING WRGB WATER RESISTANT GYPSUM BOARD (PROVIDE m NORTH Overall Floor Platt PAINT PAINT AND SEAL PLY PLYWOOD CEILING FRAMING AT 12" O.C. WHERE WATER RESISTANT GYPSUM WALL BOARD IS USED FOR CEILING APPLICATIONS) �p 1 " = 10' -O" PROJECT OT QUARRY TILE NORTH m O2 ^_ ^5 Ci�VG fiNORESEN, ARCHITECT EXPRESSLY RESERVES HIS C' MM:;N LAW CnPiFIGHT aND 5THER PFnPERT'/ RIGHTS IN THESE PLANS. THESE PLANS .4RE N,1T TO 6E REFF+;DU•_ED, ::H.:riGED (IF COPIED IN ANY F:1FM -iP. MANNER vni;TSvlEvER, MIR ARE THE Tn BE ASSIGNED Tn AW THIRD P_FTY wiTro1UT FIRST :IBTAININf; THE EYPFESS WRITTEN PERMiSSinN AND CCNSENT :1F DOUGLAS -CMDFESEN. ARCHITECT Symbol Lem O 101 DOOR O PLUMBING /SPECIALTY EQUIPMENT Proposed Restroom Rentodcl For: Seal Beach Council Chambers 211 8th Strcct, Seal Beach, CA 90740 11 May 2000 1 May 2009 09 -843 F1o0r,,,y1qfnS-& Schedules. ,gE9 ARCj, n No. C 14504 9 Rra 12.31 -D9 �� OF CAS Amu Demo Photos . . .............. . ........... . .... . .................... .... ....... ....... ............. . ........ .... ... . .............. ..... . Lj .... ..... ............... ...................... ... . ............ .. ».......... .. .... . ..... .......... 15-574 (E) (E) r M (E) (E) LE) (E) . (E) 16586 E(M 1638 16-574 R (R) (E) EL rl �38 6 (R) (R) j +42" . ..... ......... GFI (R) +42. (E)(M GFI (E) (Rf' (E) it (E) (E) 7- (E) Y_ (E) +4Z' -386 16 +4Z (N) (R) 16-389 t . . . . . . . . . . . (N) +42" GPI (N) OZ 16-387 (E) ARCADE A 106 (R cl (E) QT/10' - 9' 5�R (N) — A " :.' I . at 1&167 Electrical Le end 6-38 ;:(E) 16&-38 ... ........ .............. 16474 OUTLET DUPLEX WALL SWITCH GFI GROUND FAULT CIRCUIT INTERUPTER (E) EXISTING (R) RELOCATE (N) NEW ........................... ...... r...» ........... ...................»........ "i' i-e F705 COUNCIL CHAMBERS (E) QT/16' m 9- .... ....... .... ........ .. ....... ................. »... .. ............... ............ ....... . ............. ..........._..._.. ................... »........... . . . . ......... .............. ... ........ ...... ............ TRUE TRUE Electrical Power & LightLig Plan, /:,l NORTH Electrical Plait - Demo (NORTH NORTH Reflect ed Ceilit!g Plan Deflected Ceiling Plai -Demo 114" V0" PROJECT V4" V-0 PROJECT 1/4"=VOl 1/4" 10-0# NORTH ------------- ....................... ............ .... ................................... .... ........................................... ... . ....... . ... . ...................... . ........... ..................................................... 9-65 9534 9-334 .......... . .................. an o s 5 D-1 9-65 D rr 15-225 6-05 EXISTING WORK TO REMAIN ..... . .......... N EI 9-65 EXISTING CEMENT PLASTER TO REMAIN. (PATCH AND REPAIR AS REQUIRED AND REPAINT ALL WALLS AND CEILING) C 9-334 NEWGYPSUM BOARD. TAPE, TEXTURE AND FINISH-TOMATCH ADJACENT MATERIAL 9515 "75 9-W HIGH CERAMIC Tit.Ei WAINSCOT (THIN-SET OVER 518" WATER RESISTANT - GYFiSUM BOARD OR EXISTING MASONRY) WITH 518wtOVED TILE AT BASE E A v ......... 9-713 EXISTING PLASTER CEILING AND FRAMING TO BE REMOVED AS REQUIRED TO ALLOW NEW WORK TO BE INSTALLED. PATCH AND REPAIR AS REQUIRED WITH NEW A ...... t &V' TYPE 'V GYPSUM BOARD (TAPE, TEXTURE AND PAINT) TO MATCH EXISTING FINISH AND TEXTURE. #8120-059-3654 OR EQUAL) v A T 3 10-165 1-lrZ' DIAMETER TWO•WALL GRAB BAR MOUNTED 33' ABOVE FLOOR (BRADLEY- . . ......... . ............... . . . ............................ . .............. ............ .... .. ....................... . . IA ...... . . ...... ....... ...... . .......... .... .... ....... . ... 15-199 DISABLED ACCESSIBLE FLUSH-VALVE WATER CLOSET. PROVIDE FLUSH VALVE ON .. ............... 4.: ......................................... ; ................... ............... ...... 9-675 9-675 THE WIDE SIDE OF THE TOILET. (1.6 GALLONS PER FLUSH MAXIMUM) ("AMERICAN STANDARD"MADERA IT14 EL 1.6) (SHALL MEET ANSI Al IZ 19.2) 15-225 EXISTING WALL-HUNG URINAL TO BE REMOVED AS REQUIRED TO INSTALL NEW 101 CERAMIC TILE WAINSCOT. CLEAN AND/OR REPLACE SHUT-OFF VALVES AND ALL Men - North East South West Alcove-North PLUMBING INSIDE WALL AND BELOW FLOOR AS REQUIRED TO PROVIDE A COMPLETE 318" = 1' -011 -47 FULLY FUNCTIONAL WALL URINAL PROVIDE NEW FLUSH VALVE. 5:33 114" V-0 15-563 NEW SUPPLY AIR SPIRAL DUCT AND REGISTER. CONNECT NEW DUCT TO EXISTING SUPPLY DUCT. VERIFY EXACT SIZE AND LOCATION IN FIELD ...... EXISTING SUPPLY AIR REGISTER TO BE REMOVED AS REQUIRED TO INSTALL NEW. s Y, WORK CLEAN, REPAIR AND REPLACE AFTER NEW CEILING IS INSTALLED .............................. ... 15-572 EXISTING SUPPLY AIR REGISTER TO BE RELOCATED AS SHOWN . . ....... . . ............ T: 15.574 FINAL LOCATION OF RELOCATED SUPPLY AIR REGISTER 9-65 15-84 FINAL LOCATION OF RELOCATED EXHAUST DUCT AND GRILLE THE SYSTEM SHALL yc 9-65• i• OPERATE CONTINUOUSLY WHI LE OCCUPIED. G 15-587 NEW EXHAUST FAN DUCT AND GRILLE CONNECT NEW 6! DUCT TO EXISTING EXHAUST DUCT. VERIFY EXACT LOCATION OF EXISTING EXHAUST DUCT IN FIELD. THE SYSTEM SHALL OPERATE CONTINUOUSLY WHILE OCCUPIED. 4Z, A 'A 15-592 EXISTING EXHAUST FAN AND DUCT TO BE REMOVED AS REQUIRED TO INSTALL NEW 0 y WORK CLEAN, REPAIR AND REPLACE AFTER NEW CEILING IS INSTALLED. THE iL SYSTEM SHALL OPERATE CONTINUOUSLY WHILE OCCUPIED. D-1 15-594 EXISTING EXHAUST DUCT AND GRILLE TO BE CLEANED AND RELOCATED AS 3 INDICATED E 0-1 16-146 PROVIDE NEW DUPLEX 125V. 2-POLE -POLE 3 WIRE GROUNDED GFI RECEPTACLE ON SAME B CIRCUIT AS THE EXISTING RECEPTACLES WITH GFI PROTECTION 165-167 110v. J.BOX AND ASSOCIATED CONDUIT *10 CONDUCTORS TO BE RELOCATED AS T_f_F7 INDICATED FOR NEW ELECTRIC WATER COOLER 16-384 EXISTING CEILING MOUNTED LIGHT TO BE REMOVED AS REQUIRED TO INSTALL NEW 4 WORK CLEAN, REPAIR AND REPLACE AFTER NEW CEILING IS INSTALLED. PROVIDE 10-165 1 9.675 NEW MOTION SENSOR AND RECONNECT LIGHT TO SENSOR A 16-386 EXISTING CEILING MOUNTED LIGHT TO BE REMOVED AS REQUIRED TO INSTALL NEW WORK CLEAN, REPAIR AND REINSTALL AFTER NEW CEILING IS INSTALLED 16-387 FINAL LOCATION OF RELOCATED CEILING LIGHT. RECONNECT TO NEW MOTION 102 Women - North East South WeSt SENSOR 318" = 1' -0" 16-398 EXISTING CEILING MOUNTED LIGHT TO BE RELOCATED. 16-389 FINAL LOCATION OF RELOCATED CEILING LIGHT 9 16-574 EXISTING MOTION DETECTOR TO BE REMOVED AND REPLACED AFTER NEW CEILING IS REINSTALLED. 16-576 NEW MOTION DETECTOR TO MATCH EXISTING. F� .9-334 9-65 5 PAN ml ■■I Imm- plum MEIN CN II xaTm CmElqypmsmmm o SWALLEN MWT PROVIOE TRAPFOR P ROPER MWALLATEM (/ Ra REMOVE VALVE FROM PUSH = r` IRE w 1 SCALE 1 12 m"OI Ell_ 0=4MOUNIMPtATIM P8010 PMN WALL) [7 ; I �� �'� p 013 4X dMI& 11 -- ,�.. ��� 1• gowavr DLI 670(L4 MOUMTING PLATE TU"\ �AA l MUST BE INSTALL911) BEFORE FINISH MRK.THIS PLATE 13 A :04 2x4 STW STANDAM ffEI& z ROWIPW = INSTALL LINES MOD" OW AND 450W.1 IWO FAX I-ND-FAX-14AWS Lta 77 3 CH- lilt= a�';;;i� "� � 1'�:;•y��y : .. DRINKING FOUNTAIN 5/4" = I' -O" A. EXPANSION ANCHOR5 B. EXISTING MASONRY WALL G. I)V OD. STAINLESS STEEL 6RA8 BAR W/GONGEALED MOM" BRACKET D. WALL FINISH (SEE FLAW GRAB BAR c C REQUIRED CLEAR SPACE 90" (MINj EX15TING MASONRY TO REMAIN A W MNPW 68 BAR AT BACK OP TOLET A MIRROR EXISTIN6 PLASTER TO REMAIN. B. 42' HNI IM GRAB BAR B. APPROVED 02014L NEW PLASTER TO MATCH EXISTING G. ALL DISPEmERS G. PROTECTED IN91ATED PIPNG D TIS:IE DID D. LINE GF 0267R ICnON ^� 3 LOOK TRANSITION SPOUT SHALL BE YUTHIN 3' OF FRONT sp SNALL DIRECT FLOW PARALLEL TO FRONT. 40 RABBETED ,IAMB AND CASING TO MATCH EXi5TiM6 F- LINE OF Gonsn 110 F. 40' MAAMIM TO H&15T OPERABLE PART 6' W MAX AT TANK TYPE TOILET A. 2X FRAMING (SEE PLANU B. INTERIOR FINISH (SEE FLAN) G. BRONZE ANODIZED ALUM. ? FLOW SHALL BE A MINIMUM OF 4' H16H 2 DOOR 4 HARDWARE A PRIOR TO SAYiG1lTT1N6, GORE j 4' DIAkt -T R HOLE IN EACH `i ca*JR NO OVrtGuit7N6 WaSTiN6 KA50Wr 19 P®:NITTEfl AT GOR16i9 A (REFER TO FINISH TO MATCH EXISTING G 42" MIN. O i i0 r YWICAL SAAW LPG 15 NOr AND CAS L li OCATED AT 6ROXW C 6RWT MATCH EXI5TiN6 TO INSTALLATION 5 LBF (MAX) FORCE TO ACTIVATE T TIE 081. PRIOR 1 GF FRAie. M1LTI 9MT CAN BE rA 4• x 2' x 1/4' R$nA= BY 3p' x a' ANCHOR amr.V E F 1/2' MlNHH ORYPAGK 3/4' X a' MINImm HLTI Hr ANGIOR YITH C-I00 CONTROLS N6N 9' -0' x T-0' ADHEGVE IN 6P4= TO MATCH BaSTiN&. 6815 my. (MIWMLI I 24" MIN. 2 AT TOP 4 4 EACH AT LET 1 RI6HT S./OEN DOOR ELEVATION m GORED BASE ' 3 /b" D CLEAR FLOOR SPADE SEALANT DISPENSE F O m MEN 2x9 RIPPED TO 2' KITH 1/2" CIA. m i m © i 5TUD ANCHORS AT 24" O/C, m (COUNTERSINK 1/2 ") URINAL RIM TO EXTEND r A MINIMUM OF 14' FROM YrALL I. 48" MIN. 4a' MIN. AT I FAST ONE URINAL 5HALL COMPLY WITH THE FOLLOWING: "r FLOOR I. URINAL5 REQUIRED TO BE ACCE551BLE SHALL BE STALL-TYPE NOTE: OR WALL -HUNG WITH AN ELONGATED RIM NOT EXCEEDING IT INCHES A LAVATORY SHALL HAVE A 'JO BY 48-INCH CLEAR FLOOR ABOVE THE FIN15HED FLOOR. 2. THE FUJ5H CONTROL MECHANI5M SHALL BE OPERATED MANUALLY OR AUTO- SPACE THAT ALLON5 A FORWARD APPROACH. ADJOINS OR OVERLAPS AN ACCE5518LE: ROUTE, EXTEN05 NO MORE THAN 19 ONE URINAL 5HALL COMPLY WITH THE ABOVE MATIGALLY, LOCATED NO HIGHER THAN 44 INCHES ABOVE THE FINISHED FLOOR INCHES BENEATH THE LAVATORY, AND COMPLIE5 WITH SECTION c -2 3 3 RIINHH SPACE BETWEEN p p }�' HAND I G A I - U R I ' `l A L. SHIELDS AND MMT NOT EXTEND BEYOND THE URINAL i3 5/4" = 1'-0" URINAL FLOOR SPACE LAVATORY FLOOR SFAGE 90" (MINj EX15TING MASONRY TO REMAIN A W MNPW 68 BAR AT BACK OP TOLET A MIRROR EXISTIN6 PLASTER TO REMAIN. B. 42' HNI IM GRAB BAR B. APPROVED 02014L NEW PLASTER TO MATCH EXISTING G. ALL DISPEmERS G. PROTECTED IN91ATED PIPNG D TIS:IE DID D. LINE GF 0267R ICnON 40' (MIN) � NEW 2x4x1/4' TUBE STEEL NE7N 1/2' MIN. DRYPAGK FRAME NITH 1/2" x 6" HILTI By INTERIOR ANCHORS WITH. G -100 ADHESIVE ���K I NCB FOUNTAIN QV_�tplJAMI DETAIL �, ACCESS] BLE TOI LET BACKGR OUND BLUE HIGHWAY PAINT - I GOAT I. 2x STVVS m 16" o/c BLUE COLOR 2. 2x PRESSURE TREATED SILL B A PLATE (WOLMANIZED) WITH "HILT] NO. 15000 IN MIN. DN12P8" (OR EGUAU SHOT PINS FEDERAL STANDARD (2 -1/8" LONG) AT 4e, O/C AND G G 5452. 12 FROM CORNERS AND BREAKS I D IN SILL AT INTERIOR WALLS AND 5/8' DIAMETER ANCHOR BOLTS (AST7M A -30'7) AT 48' O/C AND 12" FROM CORNERS AND BREAKS b� X IN SILL AT EXTERIOR WALLS. 2 D (MAXI i QEv (MIN m — .• °_._.�._ _a_ _ �._._ _ _:�.._ ' e /,C \ / \ \/ A 4x6 WOOD &=rIN6 o aPPORT BRACKET - ATTACH W/(6)4' LONG DRYWALL SGRBf6 WHITE FIGURE- \ \\\ B. MASONRY MOUNTING SGRS -6 2" WIDE STRIPES- /�/ \ / / G. WOOD STUD PER PLAN HIGHWAY PAINT 6° / / \ \/ ��� /� \/ \/ %�� �/" //� /�\ / % \/ e I�DNISH (S E PLAW GRAB BAR vvcoNGEALEV MaMnr15 BRACKET � SEE DETAIL 18/0 SECTION FOR MOUNTING TO NON —BEARI NC INTERIOR WALL MASONRY WALL I� FAi NT ED SYMBOL DRINKING FOUNTAIN (® GRAB BA 3/4.. o I' -O" STANDARD HEIG14T FOUNTAIN H (RECOMMENDED SPOUT HEIGHT OF I 38" MINIMUM TO 43" MAXIMUM .a'-o• ABOVE FINISH FLOOR OR GROUND. A. E O DOOR AND TN 44ANG T 1 s✓ l B. FLOOR MATERIAL CHANGE TO I , OCCUR IN THE CENTER OF DOOR A ACCESSIBLE FOUNTAIN B A N C cLOSm LE _ G. NEW CERAMIC TILE �\J I N G A EXISTING.CEILIN6 FRAMING TO D. DOOR B I REMAIN E. EX15TIN6 QUARRY TILE TO B. EXI5TIN6 6YPSUM BOARD TO REMAIN G REMAIN MATCH AND REPAIR CtILIN6 AS NEEDED AFTER DEMOLISHING EXISTING WALL) G. 2x DOUBLE TOP PLATE D. 2x WOOD STUDS AT 16" O/G EXTERIOR E INTERIOR E 5/8" THICK GYPSUM BOARD F. EEXIS IN6 CONCRETE SLAB --K1 E 6 NEW 2x SILL PLATE H (2) Ibd AT 24' O/G NOTE: IF ALCOVE DEPTH (X) 6 j �� IS GREATER THAN 24 ", THEN Ic� ALCOVE WIDTH (Y) MUST BE ` FINISH FLOOR \_ ",, �`��• A MINIMUM OF 36" v / N. I.S. ^� 3 LOOK TRANSITION SPOUT SHALL BE YUTHIN 3' OF FRONT sp SNALL DIRECT FLOW PARALLEL TO FRONT. 40 RABBETED ,IAMB AND CASING TO MATCH EXi5TiM6 F- LINE OF Gonsn 110 F. 40' MAAMIM TO H&15T OPERABLE PART 6' W MAX AT TANK TYPE TOILET A. 2X FRAMING (SEE PLANU B. INTERIOR FINISH (SEE FLAN) G. BRONZE ANODIZED ALUM. ? FLOW SHALL BE A MINIMUM OF 4' H16H E Xl ERIOR DOOR 4 HARDWARE A PRIOR TO SAYiG1lTT1N6, GORE j 4' DIAkt -T R HOLE IN EACH `i ca*JR NO OVrtGuit7N6 WaSTiN6 KA50Wr 19 P®:NITTEfl AT GOR16i9 A (REFER TO FINISH TO MATCH EXISTING G 42" MIN. O B P. GONG. SLAB (SEE PLANT i0 r YWICAL SAAW LPG 15 NOr AND CAS L li OCATED AT 6ROXW C 6RWT MATCH EXI5TiN6 TO INSTALLATION 5 LBF (MAX) FORCE TO ACTIVATE T TIE 081. PRIOR 1 GF FRAie. M1LTI 9MT CAN BE rA 4• x 2' x 1/4' R$nA= BY 3p' x a' ANCHOR amr.V E F 1/2' MlNHH ORYPAGK 3/4' X a' MINImm HLTI Hr ANGIOR YITH C-I00 CONTROLS N6N 9' -0' x T-0' ADHEGVE IN 6P4= TO MATCH BaSTiN&. 6815 my. (MIWMLI I 24" MIN. 2 AT TOP 4 4 EACH AT LET 1 RI6HT S./OEN DOOR ELEVATION m GORED BASE E 3 /b" D CLEAR FLOOR SPADE SEALANT DISPENSE F O MEN 2x9 RIPPED TO 2' KITH 1/2" CIA. m i m © i 5TUD ANCHORS AT 24" O/C, iT (COUNTERSINK 1/2 ") 40' (MIN) � NEW 2x4x1/4' TUBE STEEL NE7N 1/2' MIN. DRYPAGK FRAME NITH 1/2" x 6" HILTI By INTERIOR ANCHORS WITH. G -100 ADHESIVE ���K I NCB FOUNTAIN QV_�tplJAMI DETAIL �, ACCESS] BLE TOI LET BACKGR OUND BLUE HIGHWAY PAINT - I GOAT I. 2x STVVS m 16" o/c BLUE COLOR 2. 2x PRESSURE TREATED SILL B A PLATE (WOLMANIZED) WITH "HILT] NO. 15000 IN MIN. DN12P8" (OR EGUAU SHOT PINS FEDERAL STANDARD (2 -1/8" LONG) AT 4e, O/C AND G G 5452. 12 FROM CORNERS AND BREAKS I D IN SILL AT INTERIOR WALLS AND 5/8' DIAMETER ANCHOR BOLTS (AST7M A -30'7) AT 48' O/C AND 12" FROM CORNERS AND BREAKS b� X IN SILL AT EXTERIOR WALLS. 2 D (MAXI i QEv (MIN m — .• °_._.�._ _a_ _ �._._ _ _:�.._ ' e /,C \ / \ \/ A 4x6 WOOD &=rIN6 o aPPORT BRACKET - ATTACH W/(6)4' LONG DRYWALL SGRBf6 WHITE FIGURE- \ \\\ B. MASONRY MOUNTING SGRS -6 2" WIDE STRIPES- /�/ \ / / G. WOOD STUD PER PLAN HIGHWAY PAINT 6° / / \ \/ ��� /� \/ \/ %�� �/" //� /�\ / % \/ e I�DNISH (S E PLAW GRAB BAR vvcoNGEALEV MaMnr15 BRACKET � SEE DETAIL 18/0 SECTION FOR MOUNTING TO NON —BEARI NC INTERIOR WALL MASONRY WALL I� FAi NT ED SYMBOL DRINKING FOUNTAIN (® GRAB BA 3/4.. o I' -O" STANDARD HEIG14T FOUNTAIN H (RECOMMENDED SPOUT HEIGHT OF I 38" MINIMUM TO 43" MAXIMUM .a'-o• ABOVE FINISH FLOOR OR GROUND. A. E O DOOR AND TN 44ANG T 1 s✓ l B. FLOOR MATERIAL CHANGE TO I , OCCUR IN THE CENTER OF DOOR A ACCESSIBLE FOUNTAIN B A N C cLOSm LE _ G. NEW CERAMIC TILE �\J I N G A EXISTING.CEILIN6 FRAMING TO D. DOOR B I REMAIN E. EX15TIN6 QUARRY TILE TO B. EXI5TIN6 6YPSUM BOARD TO REMAIN G REMAIN MATCH AND REPAIR CtILIN6 AS NEEDED AFTER DEMOLISHING EXISTING WALL) G. 2x DOUBLE TOP PLATE D. 2x WOOD STUDS AT 16" O/G EXTERIOR E INTERIOR E 5/8" THICK GYPSUM BOARD F. EEXIS IN6 CONCRETE SLAB --K1 E 6 NEW 2x SILL PLATE H (2) Ibd AT 24' O/G NOTE: IF ALCOVE DEPTH (X) 6 j �� IS GREATER THAN 24 ", THEN Ic� ALCOVE WIDTH (Y) MUST BE ` FINISH FLOOR \_ ",, �`��• A MINIMUM OF 36" v / N. I.S. A (MIN) m d 2 x-e� g �a D .E �C ACCESSIBLE LA\IATORI' 5/4 - I O c 4 s 6 H I E y I # E 2 DOOR 516N L _c Q a f A SYMBOLS 4 CHARACTERS SHALL ! 0 CONTRAST WITH BAG]C6RDLND B. 3'e - 2' H1614 SANS -5ER1F P.F. LETTERS, RAISED 1/32', f WIDTH- TO- 1-86HT RATIO FROM 3:5 TO 1.1 AND STROKE HOTS- TO- FEISHT RAT10 FROM 65 TO 1,10 C. OR ViOMB'P, OR "RESTROOM', OR 'ENTRANCE-, AS APPROPRIATE D. INTERNATIONAL SYMBOL OF ACCESSIBILITY p F I_ CGNTRAGTED GRADE 2 BRAILLE DOTS)(, INCH ON CENTER IN I CELLS WITH 2/10 INCH BErAEEN CELLS. DOTS RAISED 1/40' A MINIKK C F. 516N TO BE MOUNTED ON WALL B ADJACENT TO LATCH EDGE OF M E DOOR ' ism E 6. LN15EX FACILITY SHALL HAVEYs THICK TRIANGLE OVER Ys THICK ; CIRCLE N. MEN L HOMEN p 1 (L OF DOOR O NOTES (WALL SIGN), • REFER TO GAUFORNIA BUILDING I la" TO 1. 18" TO _ CODE SECTION 111735 FOR Ln DOOR DOOR DETAILED REWIREMENT5 z °WHERE IW- k"ICIENT WALL u- WALL SIGN SPACE EXISTS ON THe LATCH W SIDE, AND AT DOUBLE LEAP >� DOORS, SIGN SHALL BE PLACED ON NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. . bD NOTES (DOOR Si6W • 51645 TO BE Ys' THICK IN A C<XOR AND CONTRAST F.F. DIFFERENT FROM THE DOOR I S(-m7TtP"'y V�ALL FRAM I NCB 3 LOOK TRANSITION A. 2X FRAMING (SEE PLANU B. INTERIOR FINISH (SEE FLAN) G. BRONZE ANODIZED ALUM. 12' MAx EDGE MOLDING D. CONT. VINYL COVE STICK PRIOR TO SAYiG1lTT1N6, GORE j 4' DIAkt -T R HOLE IN EACH I- GONT. SHEET VINYL BASE AND FLOOR COVERING ca*JR NO OVrtGuit7N6 WaSTiN6 KA50Wr 19 P®:NITTEfl AT GOR16i9 A (REFER TO FINISH YIM 1.717 fi>34AIN B P. GONG. SLAB (SEE PLANT r YWICAL SAAW LPG 15 NOr AND CAS L li OCATED AT 6ROXW C 6RWT MATCH EXI5TiN6 TO INSTALLATION .. (--� + D T TIE 081. PRIOR 1 GF FRAie. M1LTI 9MT CAN BE rA 4• x 2' x 1/4' R$nA= BY 3p' x a' ANCHOR amr.V E F 1/2' MlNHH ORYPAGK 3/4' X a' MINImm HLTI Hr ANGIOR YITH C-I00 N6N 9' -0' x T-0' ADHEGVE IN 6P4= TO MATCH BaSTiN&. 6815 my. (MIWMLI I 2 AT TOP 4 4 EACH AT LET 1 RI6HT S./OEN DOOR ELEVATION SKI NO FOUNTAIN GORED BASE A (MIN) m d 2 x-e� g �a D .E �C ACCESSIBLE LA\IATORI' 5/4 - I O c 4 s 6 H I E y I # E 2 DOOR 516N L _c Q a f A SYMBOLS 4 CHARACTERS SHALL ! 0 CONTRAST WITH BAG]C6RDLND B. 3'e - 2' H1614 SANS -5ER1F P.F. LETTERS, RAISED 1/32', f WIDTH- TO- 1-86HT RATIO FROM 3:5 TO 1.1 AND STROKE HOTS- TO- FEISHT RAT10 FROM 65 TO 1,10 C. OR ViOMB'P, OR "RESTROOM', OR 'ENTRANCE-, AS APPROPRIATE D. INTERNATIONAL SYMBOL OF ACCESSIBILITY p F I_ CGNTRAGTED GRADE 2 BRAILLE DOTS)(, INCH ON CENTER IN I CELLS WITH 2/10 INCH BErAEEN CELLS. DOTS RAISED 1/40' A MINIKK C F. 516N TO BE MOUNTED ON WALL B ADJACENT TO LATCH EDGE OF M E DOOR ' ism E 6. LN15EX FACILITY SHALL HAVEYs THICK TRIANGLE OVER Ys THICK ; CIRCLE N. MEN L HOMEN p 1 (L OF DOOR O NOTES (WALL SIGN), • REFER TO GAUFORNIA BUILDING I la" TO 1. 18" TO _ CODE SECTION 111735 FOR Ln DOOR DOOR DETAILED REWIREMENT5 z °WHERE IW- k"ICIENT WALL u- WALL SIGN SPACE EXISTS ON THe LATCH W SIDE, AND AT DOUBLE LEAP >� DOORS, SIGN SHALL BE PLACED ON NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. . bD NOTES (DOOR Si6W • 51645 TO BE Ys' THICK IN A C<XOR AND CONTRAST F.F. DIFFERENT FROM THE DOOR I S(-m7TtP"'y PIPE SUE 7rAltBAUM SPAN DESIGN LOAD HANGER ROD NAL.IENGIH PER W{FKtFR DIAAIETF.R SITE FOR RODS • I': - -. . _ is t, — . . PPESUE td�R1E01NAt VERTICAL DIAGONAL ATTACH BOLT 37-V OC' MOLE ® ANGLE BRACE DU&TER SUE r I.^ = r•cn: • v.• . -11 h e vi . r ' I -r I ,. F':r•: :�• - FIFO: 1 'I-: to _ rr't_ L PIPE SUPPORT SCHEDULE 1 PIPE SUPPORT DETAIL 2 , 0 -_I IL IL H: -._ r. T_ .. .1 t I r ^r '47, 11 c:.rl - r I I .. 1. -r _ :r" elm -: {: -r- .4 r L • L: r• I r. rr =:- ra YI I LA:: : J: =1F• n i I.'•. 4• :1 I -LA _t_: - : rI -,--r .L: Ir., riI .1r CONNECTION TO STRUCTURE 13 PIPE SUPPORT DETAIL 14 -. ...rr� { 1'-6 -`',1 ( MI EXISTNGCONCRETEUM Sir DRILLED HOLE ' TO REALAN MUST BE CLEAN _ . FILL HOLE VON RERM LAP BARS trwR AND EPDXY. SET . (SPECIAL INSPECTION Ntl'1COMCRtiE (SPECIAL NSPECiION (2570 PSIML(I REQUIRED) 'A I I" Ti: - )-)TII'd7� I1 1 r r,LLEL 0 _ ^= 11 1: 0 3" MIN. •1.0 r: -3" MIN. L 3' MIN. I' - :- R T. -:.' r 6" '• 'I' .II r :_H -: I_ OF; III; ;' - ' r "TP.- - ' `I• rF I :I Fah rh• •, 9" 1..:r- -II,i•: Lm MIN. 9'••F:t..I ^:7r MIN. ` 'P.MRIAT110. IoN�wwoR eiwRER 4MH *SANDABOVE AND 60.0W CRY REQUIRED PRIOR REQUIRED PRpR TO IREPLACING THE SLAB TRENCHING DETAIL 15 CONCRETE REPLACEMENT DETAIL 16 1 e e i_ ,rr• - rrrr•- FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS" OR R -0003, THE "SUPERSTRUT SEISMIC RESTRAINT SYSTEM" FOR PIPES AND TRAP PRIMER CONNECTION 7 �...........•. sir >..<......: r t (E) a' WASTE LINE ............... ............... (E) 2" W (E) 1/2" CW VTR 10 ,' z V `� .' t 10 i - 8 (,E) URINAL TO REMAIN I r' (E) URINAL TO REMAIN z v �..r ; 0 3" w i L (E) 1/2" 1/2" CV(/ ( ' 2 T' V 1 CW 4 UNDER SLAB (, -...,. I 'Iva' 6 ` it 1rz" _CW ' L t j cw ?' „r V I �; L - - - j L Plumbing Ilan Notes r 1 r 1 7.1 V % POINT OF CONNECTION OF NEW Z' VENT TO EXISTING 2” VENT. VERIFY EXACT LOCATION AND 1 / 2,. V r itz CW (� 7 V ! HW 3 SIZE IN FIELD. �� 8 r E 4" WASTE LW I 1%Y' CW POINT OF CONNECTION OF NEW 3" WASTE LINE TO EXISTING 4" WASTE LINE VERIFY EXACT ;U ! () E _ r ` I UNDER SLAB LOCATION AND SIZE IN FIELD. ,I 10 2 1 I 1 10 r f O3 POINT OF CONNECTION OF NEW 1rz" HOT WATER LINE TO EXISTING 314" HOT WATER LINE. 1 I i f 1 5 � VERIFY EXACT LOCATION AND SIZE IN FIELD, VE ATIO 3-W (E) 3/a' HW _ 1 I °4, �• F ON 1 1 A LINE TO EXISTING 3J COLD WATER i 2 W 1 i CW O LINE. VERIFY EXACT ILOCATION ANO SIZE W FIELD. W 4., tI ( 117' TER UN 'I Cw irr CW T. Wy z : ? 8 HW - PO N 1114" LINE TO 1 1/2' .: •::.:... -: •: • : - ....,:. --...- ....._ E O WATER LINE. EXACT LOCATION AND SIZE IN FIELD. R EXISTING COLD 2 V .. 0 :. r .. 7' W ! ADJUST WATER AND WASTE LINE AS NEEDED TO SERVE NEW DRINKING FOUNTAIN AT THE NEW E 1 1/2" V L 0 LOCATION. L 1 7 ' 1 4 1 (E) 314" HW L O7 CAP WATER AND WASTE LINE INSIDE WALL, BELOW FLOOR OR ABOVE CEILING AT EXISTING ' z t i 1 (� 1 12 ",CW DRINKING FOUNTAIN TO REMOVED 2 (E) 2" W i I £I 3- W - --- Z W NE TO EXISTING 4 WAS RI 2 V 7 L j 1 1/4" l� O POINT OF CONNECTION OF NEW ASTE U WASTE LINE VERIFY EXACT (� 1!Y � 5 I j CW i LOCATION AND SIZE IN FIELD. <::... VENT ... r ...... .. L '1 1 i :::::::::::::::::::. Y „ 4, \A= ' ££ .. J: (EI 2" W i .... ..........._ .G.j...._.. i - 3 ;t (E) 1 1/7' V rte:_: 11 ; tLE)W B HW (E) SINK TO REMAIN (E) 1 1/Y' CW (E) SINK TO REMAIN t L� (E) a' WASTE LINE (VERIFY EXACT SIZE AND LOCATION IN FIELD.) t 1 LJ ...._.«... F ................ ._- ...... ...... ....� ....... ....- _._..._._. - TRUE Plumbing Floor Plan - Waste NORTH Plumbing Floor Plan Water 1/4" =V-00.. PROJECT 114" =1,_0" NORTH Plumbing General Notes 1. THE TOTAL INSTALLATION SHALL COMPLY W ►THANY AND ALL REQUIREMENTS OFTHE PLUMBING FIXTURE SCHEDULE Ph nibinir Plan Levend LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION INCLUDING 2007 CBC (CALIFORNIA BUILDING CODE) AND 2007 CMC/CPC (CALIFORNIA MECHANICAL AND PLUMBING CODE). 1 THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND SHALL THOROUGHLY 2. SYMBOL DESCRIPTION WASTE TRAP VENT CW M REMARKS MANUFACTURER / MODEL NUMBER PLAN NOTE TAG FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO WORK 11 I a L s PLIMBING FIXTURE REF I I 10:- t. Fr "I I 1 L -•:, I. -r•.A SIM Ir.:L D REFERENCE# 3, ALL INDICATED DIMENSIONS ARE APPROXIMATE AND ARE GIVEN FOR ESTIMATE I I .•; r i I t' � �- .t+ t I : • f ', h t' F' PURPOSES ONLY. BEFORE PROCEEDING WITH THE WORK THIS CONTRACTOR SHALL • rr CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, SIZES, REQUIRED CLEARANCES AND SHALL I`'' - WASTE LINE ASSUME FULL RESPONSIBILITY FOR THE FITTING OF ALL EQUIPMENT AND MATERIALS HEREIN rr 1 1 •" I A ,' ' o- rI I I -11 =1 'r I.I I.:' `1_H ::. }', IIII !: I._. , .I •.I1•' " REQUIRED TO OTHER PARTS OF THE WORK OF OTHER TRADES. VENT LINE ,I- 4. THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT ALL OFFSETS, Ii h " •I I - --I. t':'I COLD WATER LINE BENDS, SPECIAL FITTINGS AND LOCATIONS ARE NOT EXACTLY LOCATED. I. • ,I I iv. F - -ri RF -' -- 5. IN THE PREPARATION OF THESE DOCUMENTS, CERTAIN ASSUMPTIONS ARE MADE IrA• - -1 rr I > t I : t-1 VI % I ' r1 tt - • -• - -- HOT WATER LINE REGARDING EXISTING CONDITIONS. SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE r` h WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE POINT OF CONNECTION OR SERVICEABLE PORTIONS OF EXISTING BUILDINGS AND/OR EQUIPMENT. THEREFORE, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ANY CHANGES OR ADDITIONAL COSTS PIPE MATERIAL SCHEDULE PIPE DOWN INCURRED DUE TO EXISTING CONDITIONS. 6. ITEMS RELATED TO PLUMBING UTILITIES AND /OR OTHER SERVICE(S); MATERIALS, LABOR, PERMITS, FEES, ETC., SHALL BE VERIFIED WITH THE RESPECTIVE SERVING UTILITY COMPANY PRIOR TO SUBMISSION OF A 810. THE ACT OF SUBMITTING A BID SHALL CONSTITUTE FULL RESPONSIBILITY OF THE CONTRACTOR TO INSTALL SERVICE(S) IN COMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITY COMPANY AND THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHARGES LEVIED BY THE SERVING UTILITY COMPANY EXCEPTING THE FIRST BILLING DEPOSIT. 7. THE CONTRACTOR SHALL COMPLY WITH ALL CONTRACT DOCUMENTS IN LAYING OUT HIS WORK AND EQUIPMENT. HE SHALL COORDINATE THE WORK OF THIS SECTION WITH THE WORK OF OTHER TRADES AND ALL JOB CONDITIONS, �- 8_ THE INSTALLATION OF ACCESS PANELS OR OTHER INDICATING EQUIPMENT OR t:r SPECIALTIES REQUIRING READING, ADJUSTMENT, INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE CONVENIENTLY LOCATED WITH REFERENCE TO THE FINISHED a. ::I :•,, : ,:7 BUILDING. 9. ALL EQUIPMENT AND FIXTURES INSTALLED UNDER THIS CONTRACT SHALL BE HUNG OR ' -1 r... t _Is. I "n ::. I : " -` ANCHORED IN ACCORDANCE WITH TITLE 24, TABLE NO. 16 A-O. 1-_ 10. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT THE PROJECT r i1• I ' ' r V. IN ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS. :-:.. %:::: I•: 11. WHERE MATERIAL IS SHOWN ON THE DRAWINGS BUT NOT SPECIFIED, IT SHALL BE OF I . G 1 THE SAME TYPE AND QUALITY AS EXISTING MATERIAL 12. TEST SYSTEM(S) IN ACCORDANCE WITH REQUIREMENTS OF THE GOVERNING ;.r.• =I. AUTHORITIES. 13. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS Proposed RCStr007ri Remodel For: PER CODE REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLATION. ED AR Ahors a and Bracin Notes Seal Beach Council Chambers �'��S 1,���T� 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING nc G ALL PAVED Q AREAS WHICH ARE EXCAVATED AND /OR DAMAGED BY HIS OPERATIONS, W ADDITION, THE _ A 211 8th Street Seal Beach, CA 90740 �T CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION ALL PLANTED AREAS DAMAGED BY HIS OPERATIONS. i 1 Wy 2009 u. Na C 14504 ALL MECHANICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A 1 May 2009 Rea 12 -31.09 15. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION HORIZONTAL FORCE, ACTING IN ANY DIRECTION USING THE FOLLOWING CRITERIA' TIME WILL BE AS SHORT AS POSSIBLE, THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTIONS AND THE ACTUAL SHUT -DOWN FIXED EQUIPMENT ON GRADE 20% OF OPERATING WEIGHT (79-84.3 TIME SHALL BE AT A TIME DESIGNATED BY THE OWNERS REPRESENTATIVE. FIXED EQUIPMENT ON STRUCT, 30 % OF OPERATING WEIGHT 16. ALL EXTERIOR WATER SHUT-OFF VALVES BELOW GROUND SHALL BE INSTALLED IN YARD BOXES WITH COVERS CONSPICUOUSLY MARKED "WATER SHUT-OFF'. POWER DRIVEN PINS: SHOT PINS SHALL BE A MINIMUM OF 0.14S' DIAMETER BY 1 1fI' LOIJG AND EMBEDDED A MINIMUM OF 1114- INTO THE CONCRETE, TEST PINS FOR 200- PULL-OUT LOAD ON 50 % OF THE FIRST 20 PINS INSTALLED BY EACH IF PASS , plu O O OPERATOR. ALL PINS THE PULL TEST, THEN TEST 10% OF THE REMAINING PINS INSTALLED BY EACH OPERATOR. PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER THE SMACNA m"GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS" OR R -0003, THE "SUPERSTRUT SEISMIC RESTRAINT SYSTEM" FOR PIPES AND la � Lf) O 2 ^_ ^_5 UvJG GNDRESEN, ARCH1TECr EXPRESSLY RESERVES HIS CI'NMGN LAW C}PYRI GHT AND rTHER FFnPERTY RIGHTS IN THESE P ANS. TH L ESE RtNS ARE NOT Tr, BE REPRODUCED, CHANGED GR COPIED IN ANY F <IRM .;R � R i � IC- :1 AWe THIPO PAR. W T •i :T FIRS � :�F i .r maNNER'IAIATS.OErER, N.R L E HEY T 6E aSS .NEC 7 T/ I H.L T 6TAINING THE EXPRESS FEM-JISSMN ANC CONSENT D.L,LAS ANDRESEN, ARCHITECT. CONDUITS ONLY. i IDivision I General Recjuirement5 Hark Eerformed shall dompI4 with the following, 1. Compliance- These General Note& apply unless Otherwise stated an plans or specifications. 2. Codes, Calftrnla modified version (200-7 Edition) of the International Building Code, UnfForm Plumbing Code, UnffOrrm Mechanical Code, Intormatfonal Fire Code, National Electrical Division Z Sitework I. All footings -hail rest on Firm natural soil or approved compacted Fill. All Filling, backFtiling, recompactlon, etc., Is to be ocaompilahed aniy under the supervision of a Soils Engineer. Z. No 96119 Report (Assumed soil bearing valve 1,000 PSF)- . 3. All finish grade to drain owgy Prom the building Footings. 4, Tormltg Comtrolt Soil &hail be treated as per H.UDJ.M.P.S. a . a o9r ah - Via: Division 6 Y Division 3 (eantlnuae) Division 4 , '"` Concrete Masonru Wood ..� li , RrxY H OARPENTRY - - General G Code, and all other applicable laws and regulations governing the site of the work 602 -33 For termite control. 5. Utilities, Contractor is responsible for locating all existing S. ASTM, standard Specifications On case of conflict, the more utilities whether shown hereon or not and W protect them from . 4. expenelve requirements shall govern. Oyait of Hork, All work needs to be performed. by qualified damage. The Contractor shall bear alf expenses For repair or replacement necessary in the proaecutlon OF this mark. S. and experienced contractors familiar with this type of. work ouality of Materials= All materials Furnished shall' be new and of .6. Proms Protect Structures, utilities, sldewalke, pavements, I and other Facilities in areas of work Barricade open complete slacking. c First gvalltl. No used materials or seconds will be permitted. excavations and provide warning lights. comply with regulations . 6. 1 beau 1•, The controator shall submit for the Architect's or Owner's acceptance all materials or equipment which Is of authorities having �vrlsciletlon. 1. Retafning Walls: Furnish Paundatian drainage pipe complete with 1. considered "or equal" to that speclFled, On Site Verification of all dimensions and conditians shall be the I bend&, reducers, adapters, couplings, coffors, and joint motamalIa per plans. . - responsibility of the Contractor and the Sub- Contractors. Noted 8. Sciakfilli Use evenly graded mixture OF gravel or crushed stone, I part Portland cement s dimensions take precedent over Scale. Each Contractor or Sub- Contractor shall report to Project Superintendent all and natural sand with 10096 passing a 1 -1/2' wave and 0-5% I passing a No. 50 sieve for filtering material, . Materials, . conditions which prevent the proper execution of their work I 4, Grading: Grade ground surface to conform to required 8. ftg fact erfntendent, The on -site aonatrvctlon suportntendent shall provide an site supervision to the extent necessary to contours and to provide surface drainage minimum 1% away From building far a minimum of 10 Feet. B. .!01St- and RaFtero, (2'-4' thick, 5" and wider): No. I grade assure that the Improvements are being constructed in 10. CIM50ekPlIh Place supporting layer -OF Filtering material over 12. Uitfmato d2=essiye str-ongth of foundation concrate shall be i eonPormanee with the construction documents and the performance standards of the industry. trades. He /she shall compacted subgrads where drainage pipe is to be laid to a dompacted depth of not less than 4" after testing drain lines, species other than Douglas Flr -Larch is to be used, Inspect all 9trvctural Framing members, concrete anchors, Place additional Filtering material to a 4" depth around sides . tte-downe, Plashing Framing members, roof materials and undericgrent for each building. The inspection Is to assure that I and top of drains. Lay drain pipe oolldly bedded in Filtering material. Provide Pull bearing for each pipe sactlon throughout F. urn, All exterior fascias, trims, posts and beams shall all materials, and applications meet the manufacturer's its length, to true grades and alignment. . shall conform to standards required by Building Code Sec. 2102. A spectricatlons and Installation guidelines or A.S.T.M. requirements, whichever Is more stringent, and to notify the, II. Test QLcheck tines bePore backfllling to assure free Plow. Remove obstructions, replace damaged components, and retest Architect and Owner in suFficient time to prevent any defective I system until satisfactory. 9. materials From batng Incorporated into the work. Viont's Architect 230_ Pr!Rfoct 5upertntondent to be notlffed 12, Sockfill shall not be placed until supporting Foundations, wails, and /or efaba have attained su flclent strength to support I Immediately by the Contractor should any question artse or any lateral *all pressures. discrepancies be found pertaining to the working drawings and/or spealFications.. The Contractor shalt be held responsible . For any errors, discrepancies, or omissions which the Contractor Palled to notify the Architect of before aorhstructlan or 10. Fabrication of the work. The Builder has requested, contracted with, and is compensating Division 3 Concrete Andresen Architecture, Inc. Par the limited services of providing the minimum structural engineertng drawing required, when . . combined with. the other builders consultants drawings; to obtain General, a building permit For this project. These drawing are not I. All reinforced concrete materials and construction shall Intended to, nor do they, detail all conditions, Identify all conform to Building Gods, Chapter A. materials, or dePtne or limit the scope of work required to complete the project. The builder has requested, accepts, and 2: Gorr lwith the Pollowing, A. AGI 301 "5paciftatlon of Structural Concrete Buildings ". . represents that he /ate will select all materials and B. AGI 318 Building God Requirements for Reinforced manufactures, qualify and select all sub- contractors and Installers, direct all ways and means OF construction, and provide concrete" Mix d 3. designs may be adjusted when material characterlstics, job all additional Information, above and beyond these drawings, required to complete the project In conPormance with all conditions, weather, test results or other circumstances warrant. Do not use revised concrete mixes until . submitted to and Ii. governing agencies and the work will meet or exceed accepted Indus standard. Industry Sub- Gantraetor 'hall, Insure that all work is doge In a accepted by Architect. 4, Minimum design m1>S parameters,. Use:dostgn.mtx that will provide a stable durable concrete surface free of pocks, spalIs and professional and workmanlike manner by skilled mochanica and other defects resulting Prom chemical incompatfbility of . shall ropiaae any materials or Items damaged by constituent materials or adjacent conditions. Maximum 1 -1/2 Sub- Contractor's performance and no additional cost to guilder. Sub- Contractors Suppliers Supplle are hereby notified that they are I gallons oP water per sack of cement, Maximum slump 4 ". to confer and to cooperate Puily with each other during the Materials: .. course of construction to determine the exact extent and . I. Cement shall conform to Section 1405..2 OF Building Gode and overlap of each other's work and to successfully complete the shall be Portland Cement conPorming to ASTM G -150, Type I or . execution of the work: All Sub- Contractors shall be of quality to pass inspections by local authorities, lending institutions, Architect, or Builder. Any one or all of the above mentioned It, low alkali. Use Type V cement for soil containing a sulfate concentration of 0.2% or more (mtn. ►'c =2500 pal; 28 days): Inspectors may inspect workmanship at cmy time and and corrections needed to enhanca the of the building w111 be 2• �eaates shall conform to Building Code 1,403.3.2 and shall I be notural sand and rock conforming to A5TM 655, except quality done Immediately . Each Sub- Contractor, unless Specifically local aggregates of proven suitability may be wed when acceptable to Architect. exempted by his Sub - Contract Agreement, shall be responsible Par cleaning up and removing from the job site all trash and 3. Hater shall be drinkable 4. AIr- entrolnlnaadmlxture, when required, shall be ASTM G -260. debris not left by other Sub-Contractors. Builder w111 determine how soon after each Sub- Contractor completes each phase OF S. Uriderslob yaoor barrier shall be polyethylene vapor barrier under all house slabs with sand Fill above and below (see his work that trash and debris will be removed From the Site. plans). Install vapor barrier with 12' minimum laps. Do not 12. Drawings and g9eclPfcatlons represent the Finished structure. All lroaing, temporary supports, shoring, etc. Is the sole I puncture with stakes or Screened pins. Use blocking to support responsibility of the Contractor. Obaervatlon visits to the job and level screeds and remove all such blocking after sareeding. site by the Architect do not Include Inspection of Construction b. Formwork shall be OF materials with stability to procedures. The Contractor to solely responsible for all For the hoot withstand oP placed concrete without defection, construction methods and saPe conditions OF workslte. � These visits shall not be eanstrved as aontlnuous and detailed inspe-tlona. 1. °,special 1'_xrfosure: Refer to Table 19 -A -2 of Building Code For ?92owro special exposure condition as required by soils engineer. . 19. Interit, It to the Intent . of the construction documents that all work, be performed in a sound manner providing a completed RaImforcins Stool 1• � reinforcing, shall be ASTM A- 615-40 Par 04 bars and project with all materials, assemblies, and systems correctly smaller. All reinforcing shall be ASTM A- 615-60 for 45 bars Installed and performing In a manner consistent with the standards OF the Industry for this type OF project. limited to, and larger. Helded wire fabric Is to be ASTM -185, lap 1 -1/2 spaces, 4" min. For structural slab*, all reinforcing 05 and larger 14, Constrvction document* Include, but are not working drawings, opedIFIcatlome, structural calculations, State mandated to be ASTM A- 615 -60. Unless otherwise noted or shown an plans, the minimum clear distance or reinforcement to Face of energy calculations and notes, soil report, geology report, . acoustical engineer's report, addendum and change orders, and concrete slab Shall be, Blab grade......___ ..._..... 2' (center of Slab) these general notes unless otherwise noted on plans or tlan Concrea te against earthy 15. speclFicae. tails, Contractors and Sub - Contractors recognlze that the Formed _.•,. „ „,_ „,._....„..„._....„._ 2" Without Form ., 3' Architect carmot prepare plans and drawings, that cover all details „ „ „, „,.,....thou_.,„ Exposed weather.p I -i /2" Cancare 16. conceivable conetrvctton or site conditions. Interoretatlon: Contractor and Sub - Contractor shall Inform the all b 2. All bars shall bedefamed lean f as per ASTM rust. or other 3. shall be clean of loose Flakes rust, . Architect OF any missing details or corrections which are believed by them to be necessary a appropriate Par .the grease, materials materials likely to Impair band. . 4. Ali ben bends shall be made cold for 08 and smaller. proper construction of the project and which would not normally _ loo their responsibility under standard. Industry practices and S. Itctng of ban shall have lapping OF 30 sigh or 2' -0" min. In all techniques. continuous reinforcement oP Footings and concrete walls, except . Masonry have Iapplmgs I1.' . Termlmology, abbreviations. and symbols used an the construction documents are those recognized In the construction Industry ?or as noted on plans. relmPorcement shall of 40 did. or 2' -0" whichever is greater: . 6. All rolrForking bars shall be accurately and securely placed the purposes indicated by the context In which used. In the event that do define before pouring cancrete. Industry pubileatlons not adequately any gluon term, the definitions Found in Hebatsr'o unabridged dictionary of 1 Nina Q_noretnforein„g steel *hall conform to AHS VIA wing the American language will govern. Refer uncertainties to low hydrogen electrodes d A106 8. IICQ* Qf,. horizontal rQ•� walls in walls and Footings shall be . 18. Architect before proceeding. in l Inspedtions: Arrange For testing inspections * ered W-O' min. �� . all and required by the construction documents, local building department, health department, and other agencies having 4• Dowels for walls and columns shall be the same size and spacing as the wall /column reinforcing unless noted otherwise. 14. Jurisdiction over the project. Momfochror's name, Products 5peclPied on the construction Concrete I Dfn�dk shall be composed of one part Portland cement to not documents by manufacturer's name or other designation ore a more than three parts sand d &hail be non'$hrink. project requiromont, unless specifically noted otherwise. Substitautions ore permittod only with prior written approval, oP . Consbvctton the Architect and Owner. Selection OF products which comply with I I, continuous exterior Footing shall have 5/8" dia. x min. 12" requirements including applicable standards is Contractor's anchor bolts with 3 "x5'x324, plate washer, min. 1" embedment Option where no product names are Indicated by owner or documents. Contractor/5ub- Gantractor shall baar all into concrete, at 46" O/G unless noted otherwise an plans. One anchor bait should be located max. 12' away from the and of 20. responsibility ?or products whlch he /she selects and installs. Substitutions- No Substitutions shall be made without Owner'* the sill plates. min. (2) A.B.'s per sill plate per Shear panel, 2, Sill Fastening, written authorization. substitution Shall be made known to 'q^y All Continuous Footings- Embed 3/8" diameter x 12" chndtnor Builder and Architect In advanco to avoid any delay In the Contractor baits 1" Into concrete. per sec. 2308.6 project schedule: The General and any Sub - Contractors shall not make structural substitutions or Monolithic Pour System: Embed anchor bolts 1" Into concrete. Two -Pour System: Embed anchor bolts 4' past cold joint Into es without prior written cutharizotion from the Structural changes P Pouting. Use 5/8" diameter x 14' tong anchor bolts at all 3x 21. Engineer and written notification to the Architect. Comflicts, More donstrvctlon documents conflict with codes, the 9111 plate locations. 3. �I r r non -shear walls shall have HILTI X-DNI (with a 22. more stringent shall apply. . n s, No changes are to be made on these plans without the minimum penetration OF 1 -1/4" Into slob) of 24" O/C unless noted otherwise to be Installed In accordance with IGBO 02388 prior knowledge and consent of the Architect whose signature appears hereon. Approval by city or county inspector does not constitute authority to deviate from plane or speclFlaatlons. November 1445. Actual slab thickness to be minimum 4', 23. Builder r2p� This set of drawings Is a builder set ". It is I SuFFiclent to obtain a building permit, however, all materials and 11 5trath 1. Concrete shall be proportioned to provide a minimum methods of danstrvatfan necessary to complete the project are e. compressive strength, F, equal to 2500 psi (after 28 days), "b se not necessarily described In this "builder t ". The implementation OF the plans requires a Gllent/Contractor unless noted otherwise per Bullding Code Soctlane 18055,2.1.5 All reinforcing, dowels, holdowns and other inserts shall be (General Contractor and Sub - Contractors) thoroughly securadAm position and approved by the local bulla!" Official prior to the povr!ng of arty concrete. . knowledgeable with. the applicable building codes and method of construction. The plans and general notes delineate and . describe only locations, dimensions, types of materials and methods of assembling or Pastening. �ceeution I. Position, gyp against and Secure reinferrers, 24. general 2r gtural Analysis Par this project to done per applicable with m S displacement with metal chain, runner, bolsters, Spades and Building Code of the time of design considering standard of hangers, as required. Direct wire tie* into eondrete, not toward exposed concrete surface%. Maintain minimum clear distance between 25. Upon Completion of the above by the Architect and price to the soil and reinforcing of 3" at bottom and 2' at sides of excavation. 2• Lgg reinforcing bars a minimum ap 40 bar diameters. start of construction, the Contractor is responsible to ehedk all 3. Provide construction, Isolation, and control joint* as required. dimensions, coordinate with the work or architectural, mechanical trades to ensure compliance with his/nor Locate joints so as to not Impair strength and appearance of and other requirements. eq structure. Place Isolation and control joints In slab -on -grade to minimize random cracking. ryctural Enainaering: 4. Use I,G.B.O, approved shot pins with cadmium washers, V-O' O.G. I. Refer to the current calculations Por any que$tlon regarding max., 6" from corners and Splices In Interior bearing walls lumber g odes, beam and header sizes, Footing and shear unless otherwise noted. Use some at 4l*' max. Pot- Ins form nonbearing walls. Slab to be thickened to 3 times 2. requirements. No deviations from structural details shall be made without the pin penetration For 8" min. width where shot pins are to be used. written approval of Andresen Architecture, Inc. Approval by the Vonso tdoto ode thickness prior to placing mechanic. 5. Gonsolidoto I City Inspector does not constitute authority to deviate from goncrete using mechanical vibrating p aCOd 9 is ant with hand, nodding, tamping, that is pions or specifications. Contractor Is to comply with recommendation to the extant that and so worked worked around reinforcement and attar embedded Items and items manvfacturer's instruction and printed . inFormatloh 15 more detailed or stringont than regvirements contauod directly In construction documents. into forms, 6. Prot �concrate Prom physical damage or reduced Strength . . due to weather extremes during mixing, placement and cvring- . A.. in cold weather comply with AGI 306. . I B. In hot weather comply with AGI 305. . a . a o9r ah - Via: Division 6 Y Division 3 (eantlnuae) Division 4 , '"` Concrete Masonru Wood ..� li , RrxY H OARPENTRY - - General G General. accordance with Building Code, Chapter ZI, a approved by the enacting authority. 2. suitor used In mix shall be potable. I I A. C86 acipter 25: Mortar,' ASTM G144. G G. PS 20 'SoFtwood Lumber Standards' ' Cement' A5TM CI50. I I E. R15 "Standard SpeclFication For Grades OF CallPornla the Code. 2 2. Manufactured . lumber 545 and grade stamped, to comply with complete slacking. c certified by AL56's board of review. Masonry Purposes" A5TM G201, Typa 'S'. m moisture content at time OF dressing and shipment (For sizes 6" e, Steel re to be deformed bars to meet ASTM A615, o or greater in thickness). 4. Llah weld concrete nraclslori block to conform to standars for l lumber grades, beams, and header sizes. RE hollow load condrote masonry units and to conform to ASTM G40, 5 5• Construction_0terlals shall be spread out IF placed on Framed 10. Mortar to conFor'm to Code and to the Pollowing, s square foot. Provide adequate shoring and/or bracing where I part Portland cement s structure has not attained design strength. 1/3 to 1/2 firms putty or hydrated lime . . Materials, . ar, 1 1. t . . 1 part plootld cement s standard grade 3 parts dry loose sand B B. .!01St- and RaFtero, (2'-4' thick, 5" and wider): No. I grade Ii. Grout shall be 2500 psi concrete. Solid grout all tails. G G• Posts• Beavns HeadOsr wand Timbers, (4' and thicker). No. 1 12. Uitfmato d2=essiye str-ongth of foundation concrate shall be i i5rad, free OF heart center. 19. ick shall be medium weight (MN grade In accordance with s species other than Douglas Flr -Larch is to be used, . ASTM 662, with an allowable compressive strength of 2,000 psi. C Contractor shall request In writing, approval Prom Ardhitodt + 15. Smiles, Masonry Sub- Contractor shall submit samples of veneer I I E. Tgp Flotem All top plates to be Hem -Fir or Doug -Fir, F. urn, All exterior fascias, trims, posts and beams shall Material* F be re -sawn lumber. shall conform to standards required by Building Code Sec. 2102. A A. Particieboard undi 112Mmt� ANSI A206.1, Grade I -M -1 in . 0 9 ?_ gr B. YW II In . or can swop oc a o goon 3, Allgnnent QP vertleall c.P-HI Masonry Shall be built to preserve Oriented Strand Board (0.5.5) Haferboard (tirade 2-M -100 1. Prior to dating concrete remove all water, mud, loose earth, and the unobstructed vertical dontinulty of the .cells. The vertical may be used Instead of Structural II plywood as indicated on debris from excavatiom alignment shall be sufficient to maintain a clear, unobstructed shear panel schedule. 6. Foundation (widths and depths) and reinforcing as shown on plans vertical opening not less than 2' x 3 ". Lay units clean and dry. . 3, Tlxvldal Floor 5heathing% are superseded by any local codes or. ordimances which require 4. CieanoutS, Gleanout opening Shall be provided at the bottoms of A, 23/32" APA rated 5turd -I -Floor TS & EXP 1 with min. a panel . all cells to be pitied at each liFt or pour of grout, when such lift Index of 32/16% I d 4. Increases t - beartnge footings shall be on- level, undisturbed Sall. to or pour of grout Is M excess OF 4' -O' in height. Gleonouts shall' 5• Refer to NER 108 Par Installation and conditions oP use I depth shown on drawings and shall conform to the Solis Report. be sealed after inspection and before grouting. B.N., 10d common malls at 6" O.G. . 10. 29 n� vlaee concrete until all reinforcement, eonciult, outlet, S. Grout solid all cells which contoln robar, bolts, etc. Grout solid all E.N., IOd common malls at 6" O.G. boxes, anchors, hangers, sleeves, bolts amd other embedded cells below grade. All reimPoraements shall have a minimum grout . P.N.. fad common nalle of 12' OZ I . materials and Items are securely and properly Fastened in their coverage of 3/4 ". All brick shall have a minlmun of 2' gout Space. C. Use rfng or screw Shank nails and glue sheathing to Proming proper places and positions. Sub - Contractor shall verify 6. NonexRanSive fill shall be used In baekFtlling behind walls. All walls using adhesives meeting APA specification AF6 -01 or ASTM . installation of hold -down and anchor bolts, "PA' straps and other -hail Ix adequately shored during -the bsackPill operation. D3448. anchorage material and Items prior to lacement of concrete. 1• When absolutely necessary for canstrvctlon purposes to stop off D, Apply glue in accordance with manufacturer's Holdowns to be installed fn accordance with I.CB.0 Report #1211. longitudinal runs OF masonry, stop opt only by racking back one recommendations. II. Pbea may pass through atructurai steel in sleeves, but shall not I half unit length In each course. Toothh4 Shall not be permitted. E. Use Grabber plywood screw min. 2" long at 6" O.G. B.N., 6" be embedded therein. Pipes or ducts exceeding one -third the . 6. Masonru shall comply with 2001 G.5.G. O.G. E.N. and 12' O.G. Field moiling (IC50 ER -5280, Dated slab or wall thickness shall not fx placed in the structural 4. Reimforeina shall be accurately placed, and held In position top January I, 2002, ANSI. ASME 5 18.6.1) and bottom. concrete unless specUlcally detailed. For residential constrwct{on, 4, �tcal Roof Sheathing The Concrete Sub- Gontractor shall install a minimum of (1) 3/4' 10. Mason veneer: Provide I' mortar between masonry veneer and A 15/32' APA rated Sheathing Exp I with a min, panel Index of *Aqua Lath' as manufactured Tree Island Steel I.G.B.O. No. plaetle pipe under the driveway, located at the street side of the � 24 /0. roper to NER 108 for In$taliatton and condition of use. entry walk, Par future sprinkler system (verify with Landscape 1254 and 01t9 of Los Angeles No. 22164 or equal. B.N.+ ad common pals at 6" O,G. Sub- Gontraetor). Concrete Sub- Contractor shall also Install EX. 8d common nails at 6" O,G. plastic conduits in garage *tam wall For power, telephone, CATV, . FN., ad common nails at 12' O.G. I. The specified compressive strength higher of masonry, of shall shall ll be yyate, All structurai rated panel must be stomped one of and irrigation controller. Plastic pipe *hall be provided by the psi, unless naiad otherwise. If hl er f'm la noted, it shaft be PP b9 Plumbing contractor and the aondults by the Electrical Contractor. verified by prism teats as required In Building Code, Section 21053.1 the following agencies. APA, PFS/TEGO, or Pittsburg. 12. Refer to orchitectural drawinS2 and dotal* Par reveals, areas of 5. Metal hangers and in Anchors of size and type textured concrete or Special Finishes, Items required to be cost . recommended for Intended use by morwFacture.r. Hot -dIp into the concrete, curbs, and slab depressions. Cgncreto Unit Mosom galvanize Posteners and anchorages for work exposed to 13. Fimish QP dabs shall be trowelled Smooth and level around all I, �ancrek� masonnrunits Por load bearing systems may be brick as weather, in ground contact and high relative humidity. plumbing pipes, electrical conduit, and miscellaneous Iran straps epeclF►ed by ASTM G55, SpaclPlcatiorro Por Concrete building Brick b. PreservativQ�resSUre- traoted �raductS protruding thereFrom. Grade N concrete bricks are For uar as architectural A. Preeervativ2A, Lumber and plywood with water -borne 14. Repair* Shall be mad promptly by the Concrete Sub- Gontraekar veneer and Pacing limits In exterior walls, preservatives to &amity with AYVPA 02 and G4 respectively, . to remove any anchor bolts or any steel Inadvertently misplaced Grade 5 concrete brtcka are For general wa where and UBG standard 025 -12. In or at openings and Shall patch any surface damaged by the moderate strength and resistance to Prost action and 5. Above Ground: Hood Par above - ground use, AHPB LP -2. removal thereof, moisture penetration Is required. G. Roofing: Treat cants, mailers, blocking, stripping, and similar 13. Vac shall occur offer completion of pouring each Slab. 2• Grout: Mix ane pat Portland cement, 1 /10 hydrated lime, not more items In canjunctlon with rapping, Flashing, vapor barriers, and To Concrete sub - contractor shall remove all Form lumber, watorprooPing, or use Redwood. miscellaneous lumber and cement debris, leavin the Job-site than 3 parts sand and not more that 2 parts imam maximum size D. Concrete Contact. Treat sills. sleepers, blocking, furring, 9 j pea gravel by volume, and Shall have a minimum compressive clean and graded smooth for other workmen, strength OF 2000 PSI at 26 days of age, aggregates per ASTM 0416.. , Stripping and Slmlar Items to direct contact with masonry or 16. Ttgnchas for Footings shall be cleaned before concrete is I 3. Mortar -Mix.- Type 5 A5TM 0210 and consisting of one part concrete, or use Redwood. ed. An imp In line from the bottom corner of a Footing, E. Sill uulking, Apply a bead OF mostle caulking under sill Pour 9 anJ any 9, Portland cement, I/10 hydrated lime, not more than 9 parts sand, extending downward .at 45• Prom the horizontal shall not intersect I all by volume. Type 5 mortar shall have a minimum compressive P lates OF all exterior wails at Interior bottom of sill plate. . any excavation For gas, sewer, or drainage purposes. permitted strength oP 1800 P51 at Z8 days op age. No fire clay pe egg Drowinga Foundation in mortar used For structural units. All materials Par mortars shall 1. 5ufPlelent rQptes op Shop drawings For any member or product be measured by volume, sand and cement mixed dry, lime added, designed an entity other than Andresen Architecture, Inc. shall I, All ant Sim and post anchors a be t ions a according en most and then water added to bring to the proper consfsteney Par current Simpson Strong -Tie specifications and requirements of use. No mortars that have Stood For more than one hour- shall be used. for submitted to Andresen Architecture, inc. prior o working days. I.G.B.O. report number 1211 and 4448 shall be tied In place prior Por review, to be reviewed and returned n 3 to 5 working soya. to Foundation in5pectlan. Construction (6enarol) 2. Ravlew of shop drawtna. by Andresen Architecture, Inc. does not 2. Min- camcreto width to be 8' Par redelving STHD's. Verify locations reileve the Engineer responsible For the design or the I. Walls shall be straight, plumb, and town, with all courses true to . Contractor from compliance with Building Code, OF holdohvna and anchor bolts with rough framing to assure prior Ilno and level, built to dimensions shown. GeNa shat be Pilled solid S. Andresen Architecture, Inc. review oP the *hop drawing consists and accurate Installation, with grout as indldated. Blocks shall bo laid up with waterproof of checking n general conformance with structural drowin s. n5l 3. Provide #3 x 24' dowel at 24 O.G. and 12" from the corner at all e 5 mortar. Glean units before placing. Use saw Par cutt g g g concrete stoo 9 and porches. type P ^9 rtnasorry I"9 accuracy of Such product, dimensions, and quantlty of the project p g 9'' Soeciai Inspection to not reviewed Andresen Architecture, Inc. 4. Provide min. (U #4 relnPorcin For electrical puns, location to be d! verified with the electrical contractor. I. For concrete masonry construction which Is noted as requiring . . 4. Trusses shall be designed in oadordanae with the latest local 5. VorlPy min. Foundation depth, width, reinforcing steel and special Inspection per drawing$, such Inspection Shall be canted Building Code For all loads imposed, Including lateral loads and . additional expansive Soil roquirsments with valid salts report and out In accordance with Building Code, 5octlon 1101,5. Concrete mechanical equipment loads. IF any more stringent they Shall supersede the above minimum, masonry construction which requires special inspection also IS S. Hood truss manufacturer shall supply to the Arehltaet and the restrictions. required to have masonry prism testing prior to and during building departmont calculations and shop drawings For approval b. See Division 5, Section "Strength" for conarate strength construction as described in Building Code, Section 2105.2;2-2 of design foods, donflguratlon (2 or 3 point bearing), and Shear 1. Admixture* in concrete mixture containing calcium chlorides shall transfer, prior to Fabrication. It shall be the responsibility of the not be used. momfodiaurer to obtain building department approval of . . 6. Footing shall be exanhined and certified in rvrittrhg by the project calculations and shop drawings prior to Fabrication. . Sall /Geology Engineer prior to inspection aid placement of concrete. 6. Trusses Shall be designed in accordance with the latest local . 4, Concrete Shall be to the strength and slump as specified Per Division 5 Building Code for all loads imposed, including lateral loads and etructural design and consist of Portland cement A5TM C150 Type meth, equipment load*. V per Soils Engineer's recommendations and Building Gode Table Me to 15 - 1. aonnectlons Involving trusses Shall be I,G.B.O,. approved and . . 1404.23 when concrete is exposed to sulfate containing solutions of adequate strength to rest *t stresses due to the loadings and aggregates per ASTM 033, water to be clean and potable. involved and shall be designed and speciPied by the truss . 10. Placement Shall be in one continuous operation unless otherwise General, r manufacturer. . 5pecipled and 51do surPoce shall be cured with Hunts compound or I. • Com^olu with the Following. 8, Dead igad Qn live load dof1eetlons shall be limited to min. equal or other method in accordance -with good construction A, A15G 'Gode of Standard Practice for Steel Buildings and f9ridges.' _ L/240, live load dePlectton min. L1560. practices at Contractor's option. 5. A15G "SpeciFtcation$ Par the Post 71 Fabrication, and 4. Crass bridging and/or bradfng shall be provided and detailed by II. Contractor shall dampen slab underlayment of sand /membrane just Erection of 5trvetural Steel for Buildings Including %ommentay.' truSS.monuFoaturer as required to adequately brace all true *os. L . prior to concrete placement to assist u0orm concrete curing. L G. AWS "Structural holding Gode,' comply with applicable L 10. Truss manufacturer to .provide details whtdh allow for normal 1. 12. 1 The bottoms of Footing excavations shall be level, atom, and free I provislona except as otherwise indicated. deflection without imposing lateral loads am their supports (I.a., of loose material or motor when concrete is placed. Over D. D.AII structural steel materials and construction shall ealasors trusses), I . excavation Shall be Piled with concrete or property compacted conform to the re fit's specified In Building Code, a. 22. II. Truss manufacturer is responsible for providing additional shear FIII that hoe been tested and approved by the Soils Engineer, and drag trusses as shown on the framing plan. BackFlli shall not be placed until supporting foundations, walls, and Materfals, 12. Trvss manufacturer is responsible ?or reviewing ►ramtng.plons and slob have attained sufficient strength to support lateral soli I. Structural Steel and miscollanoovs Iron shall be primed with a rvst structural details prior to fabricatlon of trusses and specifying pressure. resistance primer 4 should conform to ASTM A56 as a minimum, hangers. 13. Floor *lab Shall be poured level to 1 /8' in 10' -0'. unless otherwise noted. All H shapes to be A5TM A442. 13. Ail trusses de5lgned by trust manufacturer shall be design to 14. Requirements For pre - saturation of sub grade soil and daylight 2. Cold -forme steel hIn$ shall conform to ASTM A500, grade B' sustain all vertical, lateral, and other pertinent foods, including setback oP footing Prom any descending slope Shall comply with (Fy::46 ksl), bracing of top and bottom chords, in odditfon to any connections current soils report. S. Steel pIROS Shall conform to ASTM A53, Type E or 5, Grade 5 related to trusses. Contractor is to coordinate with truss 15. Finish grade around the perimeter of slab shall be conslructed (Fy ■3l* k manufacturer, such that rain and irrigation water Is dralnad away from the Slab. 4. Fasteners Such as bolts, rut*, and scrows shall conform to ASTM 14. The truss momfacturer IS responsible to meet the profile as 16. All site and pad preparation, such as but not limited to shadfng A325N, unless otherwise noted. Provide bolts, nuts, lag bolts, indicated in the drawings. compacting of the Pill, pre - saturation, and concrete slab base machine Screws, wood screws, toggle bolts, maaortry anchorage 15. All truss lumber shall be Douglas Fir -Larch (urn oJ. preparation, Shall be performed in accordance with the Soils devices, lock wa *hero as required for application Indicated. 16. Each truss' shall be legibly branded, marked, or otherwise have Engineer's recommendation and soil report. Mot -dIp galvanized Fasteners Par exterior appildattons to comply permanently affixed thereto the Following information located - 11. Foundations drawings prepared by Andresen Architecture, Inc. with ASTM A153. within 2' -O" of the center of span on the Pace OF the bottom reflect the structural requirements, refer to architectural plans 5. Holes For bolts should be drifted or punched A shall be 1/16" chords for dimensions depressions, slope shelves patios, stoops, and larger than bolt diameter, I I a. Identity of the company manufacturing the truss porches not shown. Accuracy OF the dimensions and Final Pit of the 6. Ship In : 55P6 -Paint 13, shop prime structural steel except b. The design load. building .hall be reviewed by the Architect and the Contractor portions to be embedded in concrete or mortar. c. The spacing of the trusses. prior to construction. 1. ealvanizina Shall conform to ASTM A386.Por assombiy products; 18. Halting period Par concrete slabs -an -grade prior to start of ASTM A123 For rolled, pressed and Forged steel shaped, plates, Execution construction as Follow. L 1. bars and strip 1/8' and thicker; galvanizing repair point,- I. - Drod1mg, All members shall be Framed, anchored, tied and braced W Haik on slab 24 hours after concrete has been poured. MIL-P -21035 or 55PG- Paint -20 or "Galvaloy' paint. so as to develop the strength and rigidity necessary Par the b) Begin wall framing 4-5 days after concrete poured. D. Welding rods shall conform to AHS for Intended use. purposes For which they are used. Framing Sub- Gantradtar shall c) Begin rooF/Plocr Framing 1 -10 days after concrete poured. . 4, AI structural welding procedures and materials shall conform to adequately brace Floor joists to prevent sagging where d) Do not load roof prior to 14 days after doncrete poured. Building Code, Section 2204,1 All welding shall be by the materials are stockpiled prior to arectlon. 19. The Contractor shall arrange For observation of the work by the submerged arc prodess using ETOXX -low hydrogen electrodes, un.o. 2. Let-tn braging, Provide I x 6 diagonal (at approx. 45 degrees) Solis Engineer. The Following are regt'a OF the Soils Engfneer, evary 25' -0' maximum in stud walls not Sheathed. Bracing shall run a) All Footing excavations shall be inspected and certified in Execvtlon, continuous Prom sill plate to top plate. Nail with two 8d per stud compliance with the soils report by the Solis Engineer prior I. C&Mw4l with AW5 0I.1 code Par procedure, appearance, and and three 6d each and to plates. to plading of concrete or steel. quality of maids. 3- All metal connectors shall be 'Simpson Strong -TTe Connectors" or b) Soil conditions, including dompadtlons and moisture content, 2 50-t_tnoso IQohtas on cleaned bearing surfaces, using wedges or I.G.B.O. approved equivalent In structural design and load values. shall be inspected and certified in compliance with the soils Other adjustments as required. 5oildly pack open spaces. The nails For these connectors shall be joist hanger malls as report by the Soils Engineer prior to placing of dome-rate or 3. Fabricate stool oiToe r lf� to dimensions shown, with smooth manufactured by the Simpson Company (or equal). steel. bends and welded joints using 1 -1/2 stool pipe, un.o: 4. To,,olates of all Stud walls shall be two places the sane Size as W A cnrtiftcate of compltanee shall be submitted to the Building 4• 1ZAh=_2hW #pint after Installation. Glean field holds, bolted studs. Splices to lap 4' -O' minimum and be nailed with 16 - 16d OFPiclai prior to his foundation InSpectlan, and to the I 'Omnectlons and abraded areas, and apply same type point as used nails mhfmum. Architect and Strvctural Engineer. in Shop. Use galvanizing repair paint on danagod galvanized surfaces. 5. 1 fn :Bolt holes in wood Shalt be I/32" to i/I6" larger than the 23. Prior to the Contractor requo5ting a Building Deportment nominal bolt diameter. All bolts Shall have standard cut washer Foundation Inspection, the Soil Engineer Stall advise the Building Ha-(d,bl I under head and nut unless otherwise noted. All bolts shall be OPFiciai in writing that, I. Ail show welding and Fat 4catlon must be done In a shop certified rotightened prior to application of Sheathing, gypsum board, a. The buliding pad was prepared in accordance with the soil r art. by A15C Quality Cart1fidation Program and approved by the Building plaster, etc. In. The utility b- anches have been properly backfllled and composted. Official. All field welding must be performed by a certified rtefder and 6. 5trvhtural mmomben *hall not be out For L pipes, sta. vnfese C. The Poundottan excovotione, the soils expansive characteristics a spaclol Inspector shall continuously inspoct all structural Field .speclFicatly detailed. and bearing capacity conform to the Solis report. melding. Both shall be approved by the Building OFFiciol, 1. Predrill For nailing Man nail spacing results In the wood spiltting. 24 .L Tho Caonarote Contractor Is to verify location of holdo+whs and Z• Hgld corners and Seam continuously, grind exposed molds smooth anchor bolts with rough Framing to asxrre proper and accurato and Plush, hold cap on exposed ends of pipes and tubes. . installation, with Framing contractor. . DMslon 6 (continued) Wood . � 8. Beams and sfrders A. Bearing cm ma» The ends of beams or girders supported on . masonry er concrete shall have not lose than 3' OF bearing. B. Bearing, an wood: All beams or girders supported on wood y shall have Pull bearing and bearing shall be comprised oP = one (1) solid post (or multi -stud) constructed In on approved 3 . manner unless otherwise speciPied an plans. I I ° G. gracing: Provide 2 x 4 temporary bracing to all beams a projecting V -0" beyond building line to prevent warpage. 4, Roof and coking Framing a A. Framing Rafters shall be Framed directly opposite each '+ other at the ridge. There shall be a ridge board at least 2" 5 nominal thickness at all ridges and not less M depth than the cut and oP the rafter. At all valleys or hips there shall be a single valley or hip rafter not less than 2" nominal thickness •1 and not less than the cut and of the rafters. S. Rafter shall be palled to an adjacent ceiling joist to Form ra a continuous No between exterior walls when such joists are = parallel to the rafters. More not parallel, rafters shall Iva .g tied to 2" by 4' (nominal) minimum size cross ties. RaFters 0 ties shall be spaced not more than W on center. . G. fln to support roof loads may be installed to reduce the . W Span of rafters within allowable limits and shall be , � supported by strvts to bearing walls. The maximum soon of a o, 2' by 8" purlin shall be 8'. In no does shall a purlin be •s smaller than the supported rafter. the. unbraced length of '9 the 2 x 4 atruto shall not exceed 6' (10' -0' for 2 x 6 struts) -9 and the minimum slope OF the struts shall not Ise less than 45 •'a degrees above the horizontal: '� D. 1 , Rafters more than 8" In depth shall be supported o laterally at the ends and at each support y olid blocking S not less than 2" In thickness and the Full depth of the ratter s unleas nailed to a header, band or rim joist or to an adjolning stud and as required by Code. Provide 2x solid blocking at 10'4' intervals For all rafters more thou. 8' deep. E- Fascia and Bargo Boards shall be resawn materials, Free of . splinters and shall have a texture not oo rough so as to be g Injurious or Irritating to the skin IF located where It can be o touched under normal living conditions. If there ore any •a questlons regarding the acceptability OF any material, o, contact the Project Superintendent. '9 F. CollPornla in to be 2 x 6 Douglas Fir 02 or batter . rafters at 24' o.d., with a maximum span of 10' -0" typical. •= 10. 5tanda•4s:. For sheathing, underlayment and other products not covered In above standards, comply with recommendations of manufacturer oP pprroduct involved for use intended. II. n Cut, orc.", cope, plumb, level and turn all framing 9 member* to provide Full bearlmg. b 12. Protection Pram deterioration: A. 5cnarotlons Where wood Is nearer than 6' to earth, use treated or natural decay realetant wood unless separated by a 3' concrete slab with an impervious membrane between o earth and concrete. -5 B. Embedded: Hood shall not be embedded to the ground or In b direct contact with the earth and used For the support of permanent structures. E G 151 , 11: All Foundation plates, sills and sleepers on a concrete g nry or.moso slab, which is in direct contact with earth shall be E treated wood of the some spec 9 las and should be marked or branded by an approved agency. As an alternate, use a layer � of 22 gauge sheet metal between the sill and concrete /masonry. D. osed: Columns and posts located on concrete floors or -r docks exposed to weather or to water splash and which d support permanent structures shall be supported by metal . I pedestals projecting at least 6' above exposed earth and � . at least 1" above such floors. 13. Provide Fire- Stovoi�a to cut OFF all concealed draft openings � (both vertical and horizontal) and to form an effective banter in � speciPle, locations, as Followis, A. Holis At Floor /Collings_ in exterior or Interior stud walls, at -Er callings and Floor levels. = B. Stud 9gaces, in all stud walls and partitions, including furred spaces, So placed that .the maximum dimension ny s of a aoncealed space Is not over 10' -0 ", a G. Strim9grs, Between stair stringers at top a bottom, between o studs In line with run of stair IF wall below stair Is unftnfshed. D. Pocket Doors: Around top, bottom, sides and ends of sliding ° rs c door pockets. g E. Vents, In openings crovnd vents, ducts, chimneys, Piroplaces . ,. . and similar opening* with non - combustible Pre stop material 13 only, A metal dollar tightly fitted to the chimney and nailed . to the wood Framing may be used. F. Other, Any other locations not specifically mentioned above, ;_= . such as holes for pipes, shoPting, behind Purring 9trtpa and similar places which could afford a passage Par flames, & . 6, Thicknesses Firestops of wood shall be 2" nominal thickness. IF I v the width of the opening is such that more than one Piece oP � lumber is necessary,. there shall be 2 thlckne *a OF I nominal s material with joints broken orL one thickness oP 3/4" Plywood. B H. 6upeum Board: Firestopa may also be of Gypsum wall board. as 14. In in Floor or roof structures, Where header span •n= exdood .4 -Peet, double hedor and trimmer members and support with metal hangers. a- 15. Notching and drilling of Jo191:5, rafters, and studs.,are permitted . o. as detailed in standard details. b o . . . 3 1' . 3 8. . . FS . V N . 2= 9 . H- .e . � Z 4 0 I General Notes I N=wl DMslon 6 (continued) Wood . � 8. Beams and sfrders A. Bearing cm ma» The ends of beams or girders supported on . masonry er concrete shall have not lose than 3' OF bearing. B. Bearing, an wood: All beams or girders supported on wood y shall have Pull bearing and bearing shall be comprised oP = one (1) solid post (or multi -stud) constructed In on approved 3 . manner unless otherwise speciPied an plans. I I ° G. gracing: Provide 2 x 4 temporary bracing to all beams a projecting V -0" beyond building line to prevent warpage. 4, Roof and coking Framing a A. Framing Rafters shall be Framed directly opposite each '+ other at the ridge. There shall be a ridge board at least 2" 5 nominal thickness at all ridges and not less M depth than the cut and oP the rafter. At all valleys or hips there shall be a single valley or hip rafter not less than 2" nominal thickness •1 and not less than the cut and of the rafters. S. Rafter shall be palled to an adjacent ceiling joist to Form ra a continuous No between exterior walls when such joists are = parallel to the rafters. More not parallel, rafters shall Iva .g tied to 2" by 4' (nominal) minimum size cross ties. RaFters 0 ties shall be spaced not more than W on center. . G. fln to support roof loads may be installed to reduce the . W Span of rafters within allowable limits and shall be , � supported by strvts to bearing walls. The maximum soon of a o, 2' by 8" purlin shall be 8'. In no does shall a purlin be •s smaller than the supported rafter. the. unbraced length of '9 the 2 x 4 atruto shall not exceed 6' (10' -0' for 2 x 6 struts) -9 and the minimum slope OF the struts shall not Ise less than 45 •'a degrees above the horizontal: '� D. 1 , Rafters more than 8" In depth shall be supported o laterally at the ends and at each support y olid blocking S not less than 2" In thickness and the Full depth of the ratter s unleas nailed to a header, band or rim joist or to an adjolning stud and as required by Code. Provide 2x solid blocking at 10'4' intervals For all rafters more thou. 8' deep. E- Fascia and Bargo Boards shall be resawn materials, Free of . splinters and shall have a texture not oo rough so as to be g Injurious or Irritating to the skin IF located where It can be o touched under normal living conditions. If there ore any •a questlons regarding the acceptability OF any material, o, contact the Project Superintendent. '9 F. CollPornla in to be 2 x 6 Douglas Fir 02 or batter . rafters at 24' o.d., with a maximum span of 10' -0" typical. •= 10. 5tanda•4s:. For sheathing, underlayment and other products not covered In above standards, comply with recommendations of manufacturer oP pprroduct involved for use intended. II. n Cut, orc.", cope, plumb, level and turn all framing 9 member* to provide Full bearlmg. b 12. Protection Pram deterioration: A. 5cnarotlons Where wood Is nearer than 6' to earth, use treated or natural decay realetant wood unless separated by a 3' concrete slab with an impervious membrane between o earth and concrete. -5 B. Embedded: Hood shall not be embedded to the ground or In b direct contact with the earth and used For the support of permanent structures. E G 151 , 11: All Foundation plates, sills and sleepers on a concrete g nry or.moso slab, which is in direct contact with earth shall be E treated wood of the some spec 9 las and should be marked or branded by an approved agency. As an alternate, use a layer � of 22 gauge sheet metal between the sill and concrete /masonry. D. osed: Columns and posts located on concrete floors or -r docks exposed to weather or to water splash and which d support permanent structures shall be supported by metal . I pedestals projecting at least 6' above exposed earth and � . at least 1" above such floors. 13. Provide Fire- Stovoi�a to cut OFF all concealed draft openings � (both vertical and horizontal) and to form an effective banter in � speciPle, locations, as Followis, A. Holis At Floor /Collings_ in exterior or Interior stud walls, at -Er callings and Floor levels. = B. Stud 9gaces, in all stud walls and partitions, including furred spaces, So placed that .the maximum dimension ny s of a aoncealed space Is not over 10' -0 ", a G. Strim9grs, Between stair stringers at top a bottom, between o studs In line with run of stair IF wall below stair Is unftnfshed. D. Pocket Doors: Around top, bottom, sides and ends of sliding ° rs c door pockets. g E. Vents, In openings crovnd vents, ducts, chimneys, Piroplaces . ,. . and similar opening* with non - combustible Pre stop material 13 only, A metal dollar tightly fitted to the chimney and nailed . to the wood Framing may be used. F. Other, Any other locations not specifically mentioned above, ;_= . such as holes for pipes, shoPting, behind Purring 9trtpa and similar places which could afford a passage Par flames, & . 6, Thicknesses Firestops of wood shall be 2" nominal thickness. IF I v the width of the opening is such that more than one Piece oP � lumber is necessary,. there shall be 2 thlckne *a OF I nominal s material with joints broken orL one thickness oP 3/4" Plywood. B H. 6upeum Board: Firestopa may also be of Gypsum wall board. as 14. In in Floor or roof structures, Where header span •n= exdood .4 -Peet, double hedor and trimmer members and support with metal hangers. a- 15. Notching and drilling of Jo191:5, rafters, and studs.,are permitted . o. as detailed in standard details. b o . . . 3 1' . 3 8. . . FS . V N . 2= 9 . H- .e . � Z 4 0 I General Notes I N=wl General Notes I N=wl Division 6 (continued) . Wood I . 16. Vertical Assemblies A. . Provide 2 x 4 studs. at 16' O.G. for bearing and exterior walls on the top two stories and either 2 x 6 or 3 x 4 studs at 16' O.G. For bearing and exterior walls on Floor below the top two stories. . B. tin notcht .. and tW-ri a OF studs Is permitted in . accordance with 015 above. Minimum distance between hole and edge of stud 5/8". . G. Place studs with wide dimension perpendicular to wall. Frame corners with 3 studs or More walls Intersect back up cleats may be used when adequate backtng Is provided for finish material, Minimum stud length For Foundation wall is 14 ", provide solid blocking More this length does not occur. INnare Foundation cripple wall exceeds 4" high Frame as required for additional story. D. 6LId1LrUW& provide double top plates lap corners and . stagger splices mintmum 4'-O ". At all walls, provide single bottom plate except More Ilghtwelght concrete Floor Fill Is used . Provide double bottom plated where plates are cut or bored to pass other work. Provide 1/8' x 1 -1/2" metal strap each side with 4-I6d malls. All plates size 2x stud width Mtn. E. Brace ail exterior walls and main cross walls at or near ends end at max. 25' -0' Intervals by an approved method. Brace cripple walls as required For full height walls. Framer Is responsible Par installing torpor bracing to adequately support Framing during construction• 'Phis bracing Is to remain In place until structural Integrity has been achieved. P. Crip2le walls shall be Framed oP studs not less In size than the studding above with a min• length OF 24' or shall be Framed of solid blacking. When exceeding 4'-O' in height, such walls shall be Framed of studs having the size rocI for an add'[ story. 6. Stud Qartitions contolning plumbing, heating, or other pipes Moll be so Framed and the joists underneath it so spaced . 05 to give proper clearance for the piping. H. Blocking (2 x 6 mW to be provided at all hcndrol[s and at all bath accessories. 1. Timber, Douglas Fir -Larch IcI% moisture content J, Lumber shall be Pree OF heart center. K. I in : All stud partitlons or molls with studs having a height- to- a- Ieast-fhlcknese ratio exceeding 50 shall have blocking . not less than 2' in thickness and of the same width as the studs Fitted snugly and nailed to provide adequate lateral support, L. in sills 8' -0" in length or longer shall be doubled. All windows shall have a gypsum board stool un.o. 11.. Conneatlons A. ep*t/Boom. Provide positive connection between posts and beams to prevent up IIPt or lateral displacement aid at beam splices to prevent separation. 5. malls may be Cormnon. box or vlhyl coated sinkers unlass specifically noted otherwise or required otherwise by the governing codes. Where necessary to prevent splktlhg, predrill pilot holes smaller than nail; provide maximum palling per GBG 2304.4.[. 16. Attic Ventilation, Enclosed attics ran hd apclosed rafter spoaos shall have Bross- vantllatlon For each separate space by ventilating Openings protected against entrance oP rain. a net free ventilating area shall mot be less than d /150 of the area of the space ventilated. The openings shall be covered with carroslan resistant metal mash openings of 1/4" In dimension. Do not block vents with Insulation. . 1g. Framing A. Stud walls perpendicular to a concrete or masonry wail shall be bolted to the concrete or masonry wall with 5/6' . diameter x 8" A5O1 bolts at top mid - height and bottom. B. Structural Information shown on Framing plans. Is for the main structural elamante. Non- structural elements shall be constructed per approved code requirements. G. dlelght of the roof the Is considered as 10 psP max. (total roof dead load of 20 pef). If roofing material excaecl5 this load, the Framing Contractor should notify Andresen Architecture, Inc. In writing prior to construction. D. All shear 12mals shall have continuous sheathing material From one end to the other and From plate to plate as speclFfed on the drawings. Contractor shall coordinate Praminy such that continuity of shear panels Is assured. E. All Ied$ero shall be spliced with ST22 strap, un.a. F. All shear transfer mailing shall be per drawings. Contractor shall provide proper notification for Inspectlone to review the same. G. Provide oasts at lower floor under posts or multiple studs . above. Provide Pull width and depth Compression block . between floors at such locations. H. 11 falot hand shall be Simpson U hanger, all beam . hangers shall be Simpson HU hangers un.o. an plan or datall. . Follow manufacturer's recommomdatlons For inatollatlon. 1. IF a double 5111 plate is used at light- welght concrete Flooring, then the Framing contractor shall apply sill plate malting to both sill plates, at 16" O.G. max, or as specified per schedule. J Building Code 2308.4.1 balloon Framed walls (non - bearing) stud helghts: 2x4'* 0 16' O.G. maximum 14' -0' height 2x6's ® 16' O.C. maxtrnun 20'- 01helght No multiples of 2x4's are allowed to span more than 14' -0' bearing walls, exceeding lO' -0' must be designed case by case. K . Use 4x4 header Par openings lose than 16' at bearing walls without point loads, or at openings less than 4' -0" at non- bearing walls. Use 2x framing o medicine cabinet and garage vent (unal . 20. GellImS 4ofsts Use this span table For Calling jol5ts given the Following canditiona, unless noted otherwise on plan. . a. dead load a 6.0 psP b. live load a 10.0 pop - c. total dePlection a L/240 d. with telling drywall e.. use 02 Douglas Fir Larch SIZE SPACING MAX. SPAN 2x4 12" 101-6" 16" W -1. . 24' 8'-4" 2x6 12' 16' -1' 16" IV-11. 24' 15' -2' 2x8 12" 21' -II" 16" Ig' -11" 24' II . 21. Minimum Qualttu E. l►�1machine bolts shall conform to ASTM A501. Holes for bolts should be drilled 1/16" larger than bolt offal. F. �qyare washers shall be mild steel. Use min. 2" sq. x SAW thick washers for bolts with 5/8" offal., use 3 -1/2" sq. x 3/8' thick washers For bolts with I' Clio. G. Adhesive, used to attach floor floor sheathing to Framing elements shall conform Kith APA spectFlcattop AFG -01. H. Manufoatured hardware specified on the drawings ere to be Simpson Strong Tie (unless speclPlcally authorized In writing by Andresen. Architecture, Inch. Follow all manufacturer's requirements l recommendations For installation a handling of the product. I. Do not bend the Simpson PA straps. J. Shoot rock an Framing: . Stacked sheet rock loading shall be limited to the following quantities in any one roam: 5/8',. 16 individual 4x10 sheets (8 palm of shoots) 1/2': 20 individual 4x10 shoots pO pairs of shoots) The shoring of the 2nd Floor is required IF the number of sheet rock exceeds the quantitieg listed above. K. Fasteners specified on the drawings may be colored using manuPacturar's brands. that utilize the Trackers color coded system. Folio" all manufacturer's requirements and recommendations Par installation and handling of the products. -- 0 =0.131 - L =2 2' 0 =0. - _ . Cj11X 8d Cooler ed C.mv n 16d Snort rodcamm I7d sermon :1,ld'"*W) t6d 4070M FOR STRUGiLRAI � 2 3/8 X .113 2 I/2 X.151 s U4 X.131 2 veaXJ48 3 1/4 9.148 211/2 X 162 M 7emume Division 6 ( continued) . 0 =0.162 - L= 2 0 =0. - =2 4" . r)"1111111 InR t/ 71 - =2 Z� . 0 =0.148 - L =5 14 19LACK PUM31.e 6REEN oRAn6e Division 4 ( continued) n Finishes . I LAMINATE PLASTIC FINISHES 4 I. La•nlnate lao llc: Formica, Wilson art or Nevamar. 1/16th inch " general purpose grade lo. 2. Appllcatlon: Laminate plastic shall be Installed in strict c accordanca with the manufacturar's Instructions. Splashes shall be . Fully Formed (U N.0) range cuts and counters shall be self -edged N.N.0) 8 SYNTHETIC COUNTER TAPS 1. Nhere indicated on interior elevations, shall be cultured .marble E or Conan. with splash. Colors shall be selected by armor. All i Pullman tops shall be Installed per manufacturer's .` recommendations. 9 li i Division 10 Specialties I " LOUVERS A VENTS General. .6 1. Performance standard: For performance -rated lowers, provide units whose ratings have been determined to compliance with f AMGA Standard 500. 2. SMACNA Standard, Comply with 'Architectural Sheet Metal 't Manual" recommendations for fabrication, construction, and e installation procedures. Materials, " 1. balvanlzed sheet steel. ASTM A- 653/A- 653M -00, 640, Rif t phosphatlzed not foss than 16 gauge. e 2. Gold - tolled sheet steel, ASTM A -1008, Gloss 1, matte Finish. = 3. Lower screens, on inside fare OF exterior lowers, provide 1/4" C, square mesh galvanized stool wire mash. . Execvtlon: . . I. Field measurements: varlPy size, locatiam, and placement OF louver • . units prior to fabrication, where possible. C 2. Preassemble units In shop to greatest extent possible. " s S. Metal Finish, comply with NAAMM 'Metal Finished Manual" to -4 provide uniformly Finished products. 4. stallation, Locate and place lower units plumb, level In proper alignment with . adjoining work and in accordance with I manufacturer's instructions. .5. Fastening: Use non - Parrous motat or galvanized anchors and I t Inserts For exterior Installation and elsewhere More regwlred for corrosion resistance. I . 6. Weather Protection: Provide concealed gasket,. Flashing and joint Fillers as indicated and as required to make Installation water i tight• 11 1. Attic ventilation: Enclosed attic spaces and enclosed roof E ve rafters shall ha cross vantllatton for each separate E space by ventilating openings protected against the 1: entrance of raln. The net Free ventilating area shall be not EE less than 1/150 of the area of the space ventilated, except that the area may be 1/300 provided at least - 50 percent - of the requlrod ventilated area Is provided by ventilators € located in the upper portion of the space to be ventilated 3 . at least 3 Feet above cave or cornice vents with the a balance of the required ventilation provided by save or I cornlae vents. Z 8. Ventflotlon: Provide all concealed under Floor spaces with S ventilation which provides not toss than 1 square Pact OF vent . area for each 150 square Peet under Floor area. Such openings i shall be approximately equally distributed along the length of at least two opposite sides. . . II 1. Attachment: Mirrors shall be set in 'J' metal at top OF splash Kith ; a mtntmum of two cllps at top. . . '< Divisions 11, 12, 13, 14 I .! Not Applicable to this Pro loci Division 15 � Mechanical and Plumbincr 1. See Mechanical 4 Plumbing Sheets Division 16 i Electrical . See Electrical Sheets Division 11 I Equipment Requirements , See a antral Shoots j .t DN1510n 18 I Mandatory Measures . j 1 See Mechanical Shee G eneral �Totes . . SEO I" � "a -4 r�A * Nan. G 14504 R Rea.1L3149 � 9�OP CAL�O N�21 . -_ Division 6 ( continued) .. . Wood Division 7 (continued) Division 'I ( continued) Division 4 (continued) . STRUCTURAL GLUE- LAMINATED UNITS Thermal $ Moisture Protection . Thermal 4 Moisture Protection Finishes . General: 1. All fabrication and workmanshla shall' conPorm to the current 6. Base sheets shall be nailed, using not lose than one nailer each 8. Seal movlr,g,jolnt* In metal work with elostomarla sealants. . Materials: edition of the Standard Specifications for Structural Glued I -1,3 square Peet with Walla of the type required by the g• Exterior ertfngp, exposed to the weather shall be Flashed in 1. The and grout as selected by Owner. Laminated Douglas Fir. (Gosh Region) Lumber by the West Coast Lumbermen's Assodlotlem and the current edition of Timber Cornstructlon. manufacturer For the type of deck. Successive layers shall be cemented to the base sheets using 20 pounds of hot asphalt such a manner as to make them waterproof. Flashing and countarflashimg shall be provided at the junction of roof and 2. Installation of grouted II flooring is not recommended over wood Framed Floor *y*tarns. 2. All atued-tamfnated m�mbor9 shall be Douglas Fir Larch, with For solid mopping (10 pounds For spot or *trip - mopping), or not vertical surfaces ("oils, etcj 1 -1 / ?.T outer and core laminations, combination 24F with waterproof rasorelnol or phamol reswalal glue conformin to less than two gallons oP cold bituminous Compound In oceordomea with manufacturer's published speciFlcatfons, or 30 pounds of hot . 10• ION"d boorms and _g ttookors projecting through exterior walls and roof surfaces shall be Flashed with galvanized from Flashing PAINTING, Scone, work as indicated and speclFfed; complete Federal Specification MIL- A- 5q"7-B. Use Comb"Won 241= or 24F -V5 for simply supported beams, and Combination 24F -V8 or coal tar pitch per rooFfng square. 1, Minimum Welght: Mineral aggregate surfaced rook shall be and caulked. ll. Mood Trim used to Weather shall be Plashed where butting 1. Provide painting including preparation of surFaees other than those that are . 24F -VIO For cantilevered beams. I surfaced with not less than 60 pounds of hot asphalt or other to exterior finish. Factory primed. 3. Coirolu with ANSi /AITG AIgO.1 " Structural guide laminated timber." cementing material in which Is embedded not less than 400 . 4. Provide Factory -glued structural units, produaed by AITG- Ileensed Firm, qualified to apply the AITG 'Ouailty inspected' mark. pounds of gravel or other approved surfacing materials or other 350 pounds of crushed slag Per roofing square. M ninon --°h1° 1• Work shall be accurately falrlcated to match datal[ and Fitted General, I. Color 5elactlom: Seven (7) days prior to beginning work, Furnish 5. Fac mark each piece OF glued- faminated structural units with S. Cap sheets shall be cemented to the base sheets using no less to job canditloro. Architect with color ships For surfaces other than those that are AITG quality Inspected mark 6. Poslant Where portions of Final design for glued - laminated timber cementing material than.that speafFled For solidly cemented I . base shoots. 2• Melded and is eke- formed members shall fe PlnlShod true and straight with sharp lines and angles. Factory primed. Submit samples for Architect's review of Color and texture only. members are Indicated as manufacturer's responsibility (any 9. Tape joints of substrate to prevent penetration by roofing 3. Lock seams Plat and true to line, 1/2 Inch wile, sweated Full with element of design ConsideratforJ, comply with applicable provisions of AITG 111- 'Designing, Standard specifications Poe materials. 10. Shingle multiple plies of roofing unless otherwise required by solder where overlapping does not provide water tight connections. Workmanshlc: I. Each coat shall be uniformly slipped, well brushed out and free of structural glued - laminated timber of softwood species.' Pelt ma'nufacturer's Instructions. 4. Shoot metal w� shall be designed to provide complete brush marks, runs, sags, or skips. Finishes le to Iirte. Protect T. '� aortlPleote p�, In I For each blu -tom beam From an . approved Testing Agency shall bo submitted to, and approved by II. . On sloping substrates (eloping more than 3/6" For coaltor bitumen, 3/4" For asphalt with asbestos P01t5, or I' For asphalt 'roofing weather tight and waterproof connections. 5: All galvanized metal shall be shop primed with one coat of zinc. - dust -zinc oxide over all surfaces and as recommended 2. In shall cut sharply adjacent surfaces. 9. Mai .. and Din paint and stares in auordance with the the local Building Department and the Architect, with other Felts) comply with NRGA momuat" for malting Plies OF BjU.R. to substrate or to mailers in the substrate and primer retail specialist. manufacturer's instructions, materials: comply with composition roofing manuPac.turer's instructions for 6. metal used as Plashing adjacent to wood surfaces shall 4. Hardware shall be masked or removed prior to patnting or 1. Provide glued - laminated timber members sized as shown on nalltng composition roofing. be set In high quality sealant to ensure waterproofing between _ such materials. staining• S. Subcontractor will be ra nQ_slble Par any damage resulting From drawings that moot or exceed the following strese values Par normal loading duration and 12. Nall edges of roofing where possible (without causing leaks), and 9 9 Po 9 overeproy, and all necessary Cleanwp. condition of use: Bending (Fb), 2400 pall composition Flashing to vortical surfaces at edges and SKYLIGHTS b, Semi -gloss 1I to be roller or brush applied. psi, Horizontal shear (Fv1, 165 psi. penetrations oP roofing. roofing. I. Sic,illahts are to be constructed and installed as per . . . Preparation Surfaces, Compression perpendicular to grain ft.- Tension Face), 560 psi. INSULATIONS manuPacturer's speclFfectlons and Section 2610 of CBC of 1. Svrfaaos shall be clean and dry, and In suitable condition for Finish perpendicular to grain (Pc- Gom��resslon Face), 560 psi. General, I. Installer specified. Remove a11. all, grease, bond breaking agents, dust, mill Modules Modules of elasticity (�, 18OOpOO psi. Tension parallel to grain (Pt- Axlall loaded), 1150 psi. P 9r y P GOrtlPlcate: After Installing Insulation, the shall post In conspicuous location In the building a certificate signed by the Division 8 scale and efflorescence, h I 2. Cracks. o es.. omd knots shall be Filled, sanded smooth, and Gompregolon parallel to grain (Fc- Axially loaded), 1650 pet. "Wet�uae° Installer that the Installation canPorms with the requirements of Title 24, Part 6, and that the materials Installed conform with Doors and WIndOWS sealed. Nbod surfaces, except resawn wood; shall be sanded 2. ASTM D 2558 adhesive, unless otherwise indicated. . 3. Use manufacturer's ward transparent, coloriess wood sealer, the regvirements of Title 20, Chapter 2. The certificate shall the perfectly smooth. Sanding dust shall be Completely removed. 3. Trim gnu, other finish work shall be back - painted prior to ePPective In retard) transmission of moisture at cross gain cuts. state the Manufacturer's name and material IdentlPfcatton, Installed R- value, and weight square Foot. Installation, to minimize inconsistent shrinkage. 4.. Use manuPaclurerb s andard translucent penetrating wood sealer, which will not lntarfere with application of wood stain and per Materials, DOORS feral, Materials: transparent Finish, or point Finish an indicated. ap S. moisture contort oP the lumber at Fine time shall no! be 1. Mineral Fiber blonket/bott Insulation of Imor anic non - asbestos g I. Standards: I with requirements of ANSI/NWMA I.S. I and y q Section 1300 of AYU " Architectural Woodwork Gd,allty 1. t e a. painting and Finishing materials In Mix. � �an store P n9 9 accordance with manufacturer's directions. of gluing more than 16% with a maximum variation of 5% In any beam. Pliers formed into resilient baits. 5eml�tgid type where Standards'. 2. Submit II bi of materials and manuPacturars Par Owner's and required Par self support. 2• � door standards, the requirements of WiMA I.S. 3 -10 Architect's approval. Execn/tfon Execution: apply to the work ANSI /AAMA 4O2A S. All materials shall be delivered to the site in sealed original 1. fe Camber for fabrication of each member is shown on drawings, and may be either I. Provide insulation at all exterior walls, walls between living 3. Aluminum door standards: requirements of and SMA 2005 apply to work. manufacturer's containers. . circular or parabotic, at manufacturer's Option. IF not shown, use standard carbon per manufacturer. 2. immedlotefu after ond- cutting each member to Final length, and space and unheated garage or storage room, between jambs and Framing, cellfngs with cold areas above, attic .access panel, Materlals: �xeaGon, I. Preparation, Prepare cementitloue surfaces of concrete, after wood treatment, IF any, apply a saturation coat of and knee walls odjacent to heated space, between combination rafter and ceiling joist (leave open space above for ventilation) I. Fire -rated doors to be labeled and listed with rating required n9 0. tests to author) t!• concrete block ,and similar materfala to be painted by removing by sealer to ends and other cross -cut surfaces, keeping surPacas °p g 'Flood coated' For not less than 10 minutes. Beams shall be load to receive (bait) Insulation. a ins cation a enc acceptable n9 P 9 y cceP 2. Door claaslPlcatlon: provide aluminum sliding glass doors of efflorescence, chalk, dust, dirt, grease and oils, and roughing to remove glaze. Do not paint over surfaces where alkalinity or wrapped for protection during shipping. 2. Nalls to be minimum of FI unless otherwise noted. type SSD-BL (residential). moisture content exceeds manufacturer's recommendations. 5. After Fabrlcotlon and sanding of each unit, and and coat sealing, apply a heavy saturation coat of penetration sealer on surfaces 3. I I to be minimum OF R -30 unless otherwise noted. 4. Floors Over Unconditioned: to be minimum of F Ig unless execution, - 2. Seal wood required to be Job - painted, pane edges, ands, Pace, undersides and backsides of counters. Cases, cabinets, etc., wee OP each unit, except For treated wood where treatment has otherwise noted 1. Install doors to comply Kith manufacturer's instructions. - spare varnish for back priming. where transparent Ftnlsh Is Included a water repellent. 4. Pint O to members shalt be Industrial entrance ado appearance S. Sae Energy Compliance Sheet for California Energy Title 24 Requirements. 2• Malntoln deefor- 4,onca ^t as indicated (door sizes, member sizes, bask oFlles, and operating units), modify only as necessary to Pr P y y anJ required. 3. 1 , Back prime interior paneling onl where m taster -�4- Pr P 9 9 aso^^!� P (unless Otherwise noted) In conformance with Standard 6. Infiltration, the Following openings in the building envelope must g g P e meet performance requirements. or other wet wall tonstuvellon occurs on backside. or Appearance Grades of the A.I.T.G. I be caulked, sealed, or weather stripped, A. Exterior Joints around window and door Frames, between 3. Install units with accurately aligned and tight joints manufacturer Instructions. Apply hardware and adjust weather tight cloeure. 4. Ferrous metal, Glean Ferrous surfaces which ore not galvanized . or shop - coated; remove all, grease,. loose dirt, mlll scale and wall panels, wail and sill plates. Set sill members In a Nil bed of sealants and Fillers. other Foreign substances by solvent or mechanical cleaning.. . . B. Openings for plumbing, electrical end gas Ilmes In exterior and Interior molls, callings, and Floors. G. Openings In attic floor (such as where calling anal* meet OP p9 9 P 4. provide quite and keyless locking devlae, lockable From inside only on each sliding panel. Touch-up shop - applied prime coats wherever damaged. 5. Nam- Perrous metal. Glean galvanized surfaces Free OF all and Division 1 Th e rm Q I $ Moisture Protection Interior and exterior malls, and masonry Fireplaces) D. All to building (No 5. Pro da deadbolt and lotch5ot at all exterior swinging doors, Including havoc to garage doors, or as required by local Codes. surface contaminants with non - petroleum based solvent. 6. Rough sawn and raoawn surfaces to receive stain. DO NOT prime . other such openings envelope. gaps or voids will be accepted)• 6, Viewer, All maln, or Front entry doors shall be equipped with a wide angle viewer (160 degree) except where the occupant has unless otherwise noted on plans, 7. Roof Ploshfngs, Painting Sub- contractor shall provide paint to ATTIC ACCESS I. Flrovlde attic access with Insulation where indicated an plans. 1. Alternative approved tachI may be used to meet the standard coulking refit's For exterior walls; Including but not a clear vision of the area outside the door without opening the door, match roofing color For painting roof Plashings and vents. Painting oP such Plashings and vants shall be by Roofing Sub- Contractor. EXTERIOR WALL COVERINGS limited to, continuous stucco, building wraps, or rigid wall insulation. 1, Heather stripping: All gilding, swinging doors and windows opening to the exterior or to unconditioned areas shall be Fully . EXTERIOR PLASTER I. �athor- Reststive 5wrler provide one (1) layer of 60 pound Balcarny and Deck Coottna: I: Elostomerlc or membrane deck coatings shall be installed par weather stripped, gasketed or otherwise treated to limit air Infiltration. Ganerol: . I. Gomgju with the Po1lowlnSt asphalt saturated Pelt minimum under all exterior Finishes. 2. Shear Walls and Horizontal Agplfaattons require a minimum of two manufacturer's speclPlcatlons. Color and Finish and detailing to A Plaster/Metal Framing Systems/t.ath Manual.' (21 layers of grade °D' building paper. be approved byAorchitact and/or Owner. OVERHeAD DOOR SPRIN65 I.ring_mvst be contained with a restraint device to anchor the B. California Lathing and Plaster Contractors Association 9 1n9 recommendations. Materials Exterior Decks: s or art thereof in the event it Fractures. Pref9 0"'! P 1. All exterior materials shall conform to the requirements of the . Uniform Bulldhg Code, applicable edition, ad all State and Lord codas. - 1, and similar . surfaces exposed to the weather and sealed underneath shall 2. Both the s r12_ing and the restraint devices must foe IdentiFted as conForming to the requirements of the California Department of Materials. . 1. Plaster. Portland Cement Plaster, ASTM GI5O. Tune I. 11. III. . Roor-ING AND MEMBRANES be waterproofed. 2. All exterior, decks and balconies exQ� to weather shall be Housing and Community Development.- 2. Lima, ASTM G -206. . 3. Aggregates, Glean and graded Prom coarse to Fine, ASTM e144- I. Furnish and Install roaffng and waterproofing work constructed with suPPlalent etope.(mintmum 1/4 Inch per foot) to 62 T. complete, Including cant strips and incorporating other trades , ensure adequate drainage. 3. Unless designed to drain deck drains of 4. Water: Potable. . 5. Lath: Wire Fabric 15 be. backed Plashing, sleeves and jacks. 2, Installatfon: Install roofing and wall corrosion resistant metal over edges, and overflows adequate size shall be Installed at the low points of the deck Dtvislon 4 F i n i s h e S over paper or paper woven wire Fabric. .. Plashing par momuPaeturor's recommendations Including the use of 4. Provide minimum 2 Inch drop from Finished interior Floor to the highest Floor level on any adjoining cloak or balcony. . Execution, Fasteners and anchoring devices For high wind areas, and per G.B.G. Chapter 1503, carefully incorporating Flashing, scuppers, 1. Weather, Do not apply plaster when temperature is below 40 jacks, sleeves, roof drains, skylights, etc. supplied by others. S. IngMe Owner shall a waterproofing. specialist to J SEALERS OINT 6enoral: GYPSUM DRYWALL 6eneraf: degrees F. . 2. Exnanston Joints, Use metal expansion joints as required to -tfon: provide review built -up roofing, waterprooP decking, Foundation wall . 1• t�atiblfftu: Provide materials selected. For compatibility with I. Qvgaum board standard: ASTM C-84O. control cracking. 3.. Corners, type waterprooPing , and flashing details and provide continuous Inspection ?laid each other and with substrates In each joint system; confirm with Maufacturer. 2•. Comp ill with the Following, A. CSC, Chaptar 25. Use corner relnPorcing at all corners, verlPy . with Architect. during Installation of all waterproof and Plashing surfaces and materials to insure adherence to martuPacturar's 2. General eharacteristicaz Provide type, grade, class, hardness I . B. Fire resistant design monual, eleventh edition. gypsum 4. Scratch Goat, Apply scratch coat with sufFlctent material specifications and the highest standards of construction and similar characteristics or material to comply with association. and pressure to form good keys on lath. Allow the practice. mamuPacturar's recommendations relative to exposures, traPFlc, factors the system for 3. ICI gaypsum wallboard gi tLin to be Installed In such a manner scratch coat to cure Par 40 hour's before applying brown Epochal Conditions weather conditions and other OF joint best possible overall performance. Joint sealers are required - that there are not surfaces out of alignment with adjacent surfaces and the true plane of the wall to maintained. coat. 5. Brown Coat: Apply brown coat to scratch coat, bring .out grounds, 1. PI cant skim at all vertical surfaces. to permanently maintain airtight and waterproof seats, without straighten to a true surface, and leave tough to assure adequate 2. Provide Crtckets as indicated, and as necessary, for proper Failures in joint movement accommodation, wheslon, adhesion (where Materfals: bond For Finish. Allow Finish 48 hours for curing prior to Finish motor drainage and to redirect channeled or runoff water away opplleable), migrations, staining and other performances as 5pe4,1Pfed. . 1. Exposed avpeum board: ASTM G -36. 2. Victor- resistant backing board, ASTM G-63O. coat. 6. Variation, Brown coat to have no variation than 1/2" in From vertical surPOCes. Execution, Sypsum 3. Rounded Corner Bread, Provide rounded corner bread except greater 5' -0 ". Materials: Refer to plans for type and manufacturer of roofing. 1. Weather conditions,- Install exterior elastomerlc sealants when at windows and wardrobes. 're5111ent', 1. Finish Goat. Apply finish coat of 1/8' minimum thickness. BUILT-UP ROOFING temperature is in tower third OF temperature range recommended by manufacturer For Installation. I I 4. Sound reduction, Where shown as provide manufacturer's special type designed to reduce sound 8. Soffits: Use only expanded metal or ribbed metal lath at horizontal surfaced such as bottom OF soffits, etc. General, 2. Olean Igint surfaces- and prime or seal as recommended by transmission type III . g. Goats: Use not less than three (3) coats when applied over 1. Plywood Deck, This speciPlcation Is applicable to built -up roofing sealant manvfoaturar. S. Acousttcal s I n . non- drying, non- hardening, non - staining, bleeding, Par For motol lath and not lose than 2 coats whop applied over systems applied directly to plywood substrates.. Should any other be written list 3. SuuReort 5colante Prom back with Construction as shown or with Joint Filler or back rod. ran- gunabte sealant concealed sealant exposed applications. masonry. 10. Aoofu II 1 9WOr Q� loth per manufacturer's substrate encountered submit a of required modiPlcatioro. as recommended by standard reference I 4. T stall IiQI4 sealants by proven methods which "111 ensure 6. Sound attention blankets, semi -grid mineral Fiber without .. . recommendations, use 2 layers of Grade D paper minimum over speclFleattons to the Architect for approval. 'wetting' of joint bond surfaces, without gaps or air pockets in membrane. Joint 4 GBC wood based sheathing. 2. Standard reForeng npeelflaatlons, A. NFI "RooPtrng t Waterproofing Manual'. beads, slightly concave on surface and slightly below adjoining surfaces, except form slight cove with sealant at Inverted I. 0 Comgovnd, standard 41 -6. 6. Fasteners, 5d cooler malls, except 6d cooler malls where 11. WeT° Screed: Provide continuous galvanized stucco Loosed 5crood per Section 2512.1.2 of the CBC by Plaster Ft B. bllshed epectFleatfons, recommendations and Instructions by monuFacturer oP products used. corner joints. .. necessary for structural or fire - restrictive requirements. Other Fasteners with I.G.5.O. approvals may be used. Sub-Contractor. 12. ini h: Exterior stucco to have a smooth Float Finish and shall bo G. C9G Chapter 15. 3. Coordinate with other trades to insure proper sequancing OF each Installation. FLASHING AND SHEET METAL General, ne 5g0ciflcotlors, 1. General referec Execution, . 1. In , except as otherwise Indicated, apply joint tape and color- coated. STUCCO . 4. Manufacturer's auarantee /warromW MFFI Standard 10-year A• comply Kith "Architectural Sheet Metal Manual' by SMA:CNA joint compound at joints (both directions) between gypsum Standards•. . guarantee. 5, flu mcrromN. Provide 'Roofing Contractor's" standard For each general category for work required. B. NFI "ROOF" and Waterproofing Memo[". . G. GBC chapter 15. boards. Apply compound at accessory Flanges, ponetraticre, Fasteners heads and surface defects. 2. tm . Treated fastener heads, cut edges and 1. All work shall comply Kith Chapter 2512 of the G.B.G. . Materials - I Coat Exterior Plaster: 2-year roofing guarantee, NFI Form Ig1OA or ,equivalent Form. . 6. In l� Each package of Felts, comants, and base -, ply -, D. Published Installation instructions by manuFactvrer of roofing joints, pemetratlons in water -resistant baeking board to comply Kith . I. E,g osad Concrete foundatlon: Finish color coat all exposed combination or Cap shoots shall bear the label of an approved material used. board manufacturer's directions. . eur'acas, . testing laboratory having a service for the Inspection of . materials and finished products during manufacture For such 2. . Goorcilnate Kith other trades to amours proper sequamcing of . each installation. . . 3. Protection: Gypsum wallboard shall not be Installed until . . weather protection for the Installation to provided. . Materials - 718 Inch Stuaw, built-up roofing material. Materials. 4. Edge orin : All edges and ends OF gypsum wallboard shall on the framing members, except those edges and ands I. W1ra mesh: I -I/2 inch mesh, 11 gauge, galvanized nettingg or preferred stucco netting and stucco 1. Roof Deck:. Built -up roofing shall be applied to solid roof sheathings as specified In Division 6 of these general notes. 1. Zinc-ecoted steel, commercial quality, .20% copper, ASTM occur which are perpendicular to the Framing members. paperback p(asterback netting (1.0.5.0. Report 01318) and Keywest Wire Products; Materials, A -653, 6 gO hot -alp galvanized, min. 26 gage. 2. Alwminum. ASTM 5-2Og, Alloy 3003, temper H 14, anodized or S. board nailing shall be as P011orm ('Unless otherwise noted on plans) Fasteners shall be spaced not lose than 3/8 , self -Pored keymesh and scIP- Purred paperback kaymesh (I,G.5.O. Report 06081), 1. Provide, materials complying with governing regulations and bakes enameled to match adjacent aluminum products min. 0.032' thick Inch From edges and ends of gypsum wall board. Apply 2. tl In PP,pr: Install Type 15 Felt or other approved. NFI roofing and waterproofing manual 5powflaatlons 031, 3. Solder, for steel 50, 50 tTnAead solder (ASTM B 32), with rosin Flux. , fasteners w a moaner that does rot Practure paper Face. The Under exterlor trim and siding apply so as to form a NAVA diagram A, as follows: . A. Sheathing_ 1202or: single ply 5 Ib. rosin sized sheathing 4. geooxy_seom sealer: 2-port non- corrosive metal seam cementing compound For non- moving jolhts. size and spacing oP Fasteners shalt comply with USG application I edition, state and local cades. 'X' watertight membrane. Overlap each course below 2 Inch minimum horizontal joints and 6 Inch minimum at vertical paper. B. Base Iq�t 2 plies 015 perforated asphalt- saturated 5. Fasteners, compatible Kith metals being Fastened. 6. Bituminous aoattng� (Par use as a dielectric. separation), FS A. 1/2' and 518" type gypsum board to receive 6d cooler malls at 1' O.G. to all studs, plates and blocking. joints. 3. FICIMIMO QL wall penetratlons: Install 31501kraft . paper as organic Pelt comp) Ing with ASTM 0-226. r'. 115 TFO4014 or 551*0-point 12, solvent type. Nominally Free of sulfur, compound Par 15 mill dry thickness coat, B. Gypsum board attached to trv5aes at. 24' O.G. shall have long dimension to Framing members. Plashing In a weatherboard Fashion slip window, under horizontal head Slsalkraft metal window III Felts- 3 plies perforated asphalt- saturated organic felt Complying with ASTM D -226. or per 1. Roofing cement, ASTM. D -2622 asphalt. perpendicular 6, Installation, Install board continuous behind tubs, showers, and under stairs, at all party, sound, and fire walls. and secure and door ?In over Slsalkraft at sides and bottom. Note, Provide a head OF Bvtyl sealant on Interface of Fins at sides and A. Base to ICS: 3 plies 015 asphalt impregnated glass fiber mat . Execution: 1• Fire Resistance: Provide type 'X' "here indicated and More bottom, also exterior Face of tip fin, before Inserting metal or complying with ASTM D -2118, Type IV. 1. ems, Fabricate sheet metal with Plat -lock seams: solder Kith . by required in PireTesistanca rated assemblies. frames. _- B. InII bitumens roofing asphalt complying with ASTM D -312, Type II. . type *older and Flux recommended manuPaetvrer, except seal aluminum seams with epoxy metal seem cement and where TILEMRK FLOORING Execvtlon, required For strength rivet seams and Joints. 2. Shop Fabricate to greatest extent possible in accordance with S4012e, I. Furnish and Install tile, grout, mostia, mortar, sealer, etc., R0s1IIent FloorMa• 1. 54,0120, A. . 1, r, Proceed Kith roofing work only when existing and Forecasted weather conditions will permit work to be performed applicable reference standards to provide a permanently materprooP weather resistant installation provide for separation complete. Work shall be clean, plumb, level, except at areas Intended to drain, true to line with Conslstent joints. Fvmieh and ingtoll all resilient Flooring material complete as scheduled. In accardance with recommendations. 2; Svbstroto Corrections: Examine substrate surfaces to receive of non - compatible materials hem all exposed edges. 3. Anchor units securely in place using concealed Fasteners where General: B. General Contractor, shall coordinate Flooring Sub - Contractor with Framing and Concrete Contractors to ensure built -up roofing systems and associated work; and conditions Possible In a manner that will be true to line plumb and level 1• Standards, apply to the work except as otherwise indicated. compatibility of adhesives and sub1foor surface texture, under which roofing will be Installed. Do not proceed . with where Indicated with a minimum of joints. A. American National Standards Institute (ANSI), mortar . and materials, and preparation. 2. roofing until unsatisFaetory conditions have been corrected In a 1 manner acceptable to installer. 4. Seal Laps, Set Flange* in full bad of roofing cement. S. Exi;2anslon: Provide for thermal expansion of running 5heat metal grout materials and Installation standards. B. Standard sp"IFleatton For ceramic the AN51 AI31j taga tatlon, Install all work M strict accordanae with manufacturer's written Instructions and only by Contractors 3. Substrate Surface: Verify that substrate Is securely Fastened work. to 2. Shale- component sealants: ASTM -Ce-q= Type S, Grade N5, use approved by the maruFacturar. Kith no projecting Footaners and no adjacent units in excess of IAA out of plane. 6. Roof/Woll: Flash and counter Flags at all roof wall conditions. 6.1. flash and caulk wood booms and outlockers projecting NT For use In joints to non- traffic Croce. A. SwbPloors shall be clean, Free of dust and perfectly dry, level, end smooth. 4. Protection, Protect other work Prom spillage oP built-up roofing - through exterior walls or roof surfaces. less than No. I�tallatig. Floor, B. Surfaces Shall be primed as recommended by the materials. 5. Heat CEO- alu bitumen to accordance Kith equic15c05 1. . R4of valley Flashing shalt be provided OF not 26 galvanized shoot gauge corroslon- rosistant metal and shall I. Tl� rQ_n 51ob or wood-Framed shall be Installed per the Ceramic Tile Institute standards and the Tile Council of I manufacturer. G. . Materials shall be applied in accordance with the temperature (EVt•) method as recommended by NRCA. extend at feast II' From the conter, line each way and shall have than I° high the Flow line Amcrtca. it at tube the manufacturer's Instructions. B. . . a splash diverter rb not less at - Formed as part of the floehlne�. Sections of Flashing shall hove 2• Install �+d set counters, and Showers per Geromlc Tito Institute and Tile Govncft of America Standards. Materials, A. Vinul shooting. as selected by owner. . • . . an end lap of not lose than 4 set In a bad of continuous roofing mastic. 5. o,A wate:•prOOP memia-gne beneath the over _ water resistant backing board as recommended by manufacturer and Tile Institute the Tile Council America B. Ldhy5lves: As recommended by tho manufactvrer of the Floor covering. . .. - - Coromlc end of 5tondord5 at all areas subject to moisture and motor (i.e., tubs and . G. I'rovrde po5ltive Slone at the shoats within Showers and at Floor towards Floor drain. . . . showers). . Division 4 ( continued) n Finishes . I LAMINATE PLASTIC FINISHES 4 I. La•nlnate lao llc: Formica, Wilson art or Nevamar. 1/16th inch " general purpose grade lo. 2. Appllcatlon: Laminate plastic shall be Installed in strict c accordanca with the manufacturar's Instructions. Splashes shall be . Fully Formed (U N.0) range cuts and counters shall be self -edged N.N.0) 8 SYNTHETIC COUNTER TAPS 1. Nhere indicated on interior elevations, shall be cultured .marble E or Conan. with splash. Colors shall be selected by armor. All i Pullman tops shall be Installed per manufacturer's .` recommendations. 9 li i Division 10 Specialties I " LOUVERS A VENTS General. .6 1. Performance standard: For performance -rated lowers, provide units whose ratings have been determined to compliance with f AMGA Standard 500. 2. SMACNA Standard, Comply with 'Architectural Sheet Metal 't Manual" recommendations for fabrication, construction, and e installation procedures. Materials, " 1. balvanlzed sheet steel. ASTM A- 653/A- 653M -00, 640, Rif t phosphatlzed not foss than 16 gauge. e 2. Gold - tolled sheet steel, ASTM A -1008, Gloss 1, matte Finish. = 3. Lower screens, on inside fare OF exterior lowers, provide 1/4" C, square mesh galvanized stool wire mash. . Execvtlon: . . I. Field measurements: varlPy size, locatiam, and placement OF louver • . units prior to fabrication, where possible. C 2. Preassemble units In shop to greatest extent possible. " s S. Metal Finish, comply with NAAMM 'Metal Finished Manual" to -4 provide uniformly Finished products. 4. stallation, Locate and place lower units plumb, level In proper alignment with . adjoining work and in accordance with I manufacturer's instructions. .5. Fastening: Use non - Parrous motat or galvanized anchors and I t Inserts For exterior Installation and elsewhere More regwlred for corrosion resistance. I . 6. Weather Protection: Provide concealed gasket,. Flashing and joint Fillers as indicated and as required to make Installation water i tight• 11 1. Attic ventilation: Enclosed attic spaces and enclosed roof E ve rafters shall ha cross vantllatton for each separate E space by ventilating openings protected against the 1: entrance of raln. The net Free ventilating area shall be not EE less than 1/150 of the area of the space ventilated, except that the area may be 1/300 provided at least - 50 percent - of the requlrod ventilated area Is provided by ventilators € located in the upper portion of the space to be ventilated 3 . at least 3 Feet above cave or cornice vents with the a balance of the required ventilation provided by save or I cornlae vents. Z 8. Ventflotlon: Provide all concealed under Floor spaces with S ventilation which provides not toss than 1 square Pact OF vent . area for each 150 square Peet under Floor area. Such openings i shall be approximately equally distributed along the length of at least two opposite sides. . . II 1. Attachment: Mirrors shall be set in 'J' metal at top OF splash Kith ; a mtntmum of two cllps at top. . . '< Divisions 11, 12, 13, 14 I .! Not Applicable to this Pro loci Division 15 � Mechanical and Plumbincr 1. See Mechanical 4 Plumbing Sheets Division 16 i Electrical . See Electrical Sheets Division 11 I Equipment Requirements , See a antral Shoots j .t DN1510n 18 I Mandatory Measures . j 1 See Mechanical Shee G eneral �Totes . . SEO I" � "a -4 r�A * Nan. G 14504 R Rea.1L3149 � 9�OP CAL�O N�21 . -_