2. Materials typically accepted by Certificate of Compliance shall not require inspection at the source unless specified in the Contract Documents. For a list of these items or materials, Contractor may refer to the Summary of Work.
3. Location changes to the source of materials requiring inspection without the required 24 - hour notification may result in non -compliant material subject to rejection. Contractor shall be responsible for staff charges resulting from last minute changes or cancellations once staff has been deployed. The Engineer shall issue a deductive Field Order for a minimum of 2 hours of staff time to reimburse the Agency for misdirected staff charges. The Contractor shall be notified in writing of the additional staff charges incurred.
4. Agency staff or a qualified inspection agency approved by the Engineer shall witness all welding, lining, coating, and testing. Contractor shall incur additional inspection costs outlined in 4-2.3, “Inspection of Items Not Locally Produced.”
5. All parts of production (including but not limited to product fabrication, welding, testing, lining, and coating of straight pieces and specials) shall be performed or produced in the United States.
6. Welding and all testing shall be performed by certified welders and testing staff with credentials traceable in the United States.
7. The Contractor shall provide the Engineer free and safe access to any and all parts of Work at any time. Such free and safe access shall include means of safe access and egress, ventilation, lighting, shoring, dewatering and all elements pertaining to the safety of persons as contained in the California Code of Regulations, Title 8, Industrial Relations, Chapter 4, Division of Industrial Safety, Subchapter 4, Construction Safety Orders and such other safety regulations as may apply. Contractor shall furnish Engineer with such information as may be necessary to keep the Engineer fully informed regarding progress and manner of work and character of materials. Inspection or testing of the whole or any portion of the Work or materials incorporated in the Work sh all not relieve Contractor from any obligation to fulfill this Contract.
4-3.3 Inspection of Items Not Locally Produced
ADD the following:
1. The Engineer may elect Agency staff or Consultants to perform inspection of an out-of-town manufacturers. The Contractor shall incur additional inspection costs of the Engineer including lodging, meals, and incidental expenses based on Federal Per Diem Rates, along with travel and car rental expenses. If the manufacturing plant operates a double shift, a double shift shall be figured in the inspection costs.
a. At the option of the Engineer, full time inspection shall continue for the length of the manufacturing period. If the manufacturing period will exceed 3 consecutive weeks, Contractor shall incur additional inspection expenses of the Engineer’s supervisor for a trip of 2 Working Days to the site per month.
b. When the Engineer elects Agency staff or Consultant s to perform out -of-town inspections, the wages of staff employed by the Agency shall not be part of the additional inspection expenses paid by Contractor.
■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
c. Federal Per Diem Rates can be determined at the location below:
https://www.gsa.gov/portal/content/104877
2. Specialty Testing of Foreign Materials.
a. Materials that are manufactured, produced, or fabricated outside of the United States shall be delivered to a distribution point in California, unless otherwise specified.
Quality Control and related testing shall be performed to all applicable specified U S standards. Manufacturer’s testing and staff certification shall be traceable to a United States regulatory agency. Retain the materials for a sufficient period of time to permit inspection, sampling, and testing. The Contractor shall not be entitled to an extension of time for acts or events occurring outside of, at point of entry, or during transport to the United States, unless the extension is acceptable to the Engineer.
ADD 4-3.4 Specialty Inspection Paid for by the Contractor
1. Contractor shall employ and pay for the services of a qualified inspection agency to perform specialty inspection services as required by the Contract Documents.
2. The payment for the specialty inspection service Work shall be included under the Bid item for “Specialty Inspection Paid For By the Contractor.”
3. When an Allowance Bid item for “Specialty Testing Under the Direction of the Engineer” is provided, Contractor shall employ and pay for the services of a qualified third party independent laboratory to perform the required testing. Contractor shall be reim bursed for the cost of testing under this Bid item.
4. Contractor shall be reimbursed for the cost of specialty inspections when an Allowance Bid item is included in the Bid otherwise the cost is the responsibility of the Contractor if the manufacturer requires a specialty inspection service.
4-3 TESTING
ADD the following:
1. Except as specified in these Special Provisions, the Agency will bear the cost of testing of locally produced materials and/or on-site workmanship where the results of such tests meet or exceed the requirements indicated in the Standard Specifications, Technical Specification, and any Supplemental Provisions. The cost of all other tests shall be borne by the Contractor.
2. At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before the delivery is started. All materials proposed for use may be inspected or tested at any time during their preparation and use. If, after incorporating such materials into the Work, it is found that sources of supply that have been approved do not furnish a uniform product, or if the product from any source proves unacceptable at any time, the Contractor shall furnish approved material from other approved sources. If any product proves unacceptable after improper storage, handling or for any other reason it shall be rejected, not incorporated into the Work and shall be removed from the Project Site all at the Contractor’s expense.
3. Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the requirements of the specifications shall be borne by the Agency. The tests may be made at any place along the Work as deemed necessary by the Engineer. The costs of any retests made necessary by noncompliance with the specifications shall be borne by the Contractor.
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
4-4 TRADE NAMES
ADD the following:
1. Whenever materials or equipment are indicated in the Contract Documents by using the name of a proprietary item or the name of a particular supplier, the naming of the item is intended to establish the type, function, and quality required.
2. Unless stated otherwise, materials or equipment of other suppliers may be accepted if sufficient information is submitted to the Engineer for review to determine whether the material or equipment proposed is equivalent or equal to that named.
3. For reviews prior to Bid:
a. The Engineer shall respond to Contractor’s substitution proposal by the last date for issuing an Addendum for the Contract. If the Engineer fails to respond to Contractor’s substitution proposal before the Bid due date, the substitution proposal shall be deemed denied.
b. Contractor may bring forward a substitution proposal after Award that was denied based on the Engineer’s failure to respond by submitting a Cost Reduction Proposal in accordance with 2-6.1, “Cost Reduction Proposal.”
4. Include the following information in the request for substitution:
a. Whether or not acceptance of the substitute for use in the Work shall require a change in any of the Contract Documents to adopt the design to the proposed substitute. b. Whether or not incorporation or use of the substitute in connection with the Work is subject to the payment of any license fee or royalty.
c. All variations of the proposed substitute from the items originally specified shall be identified.
d. Available maintenance, repair, and replacement service requirements. The manufacturer shall have a local service agency within 50 miles (80.5 km) of the Site which maintains properly trained personnel and adequate spare parts and is able to respond and complete repairs within 24 hours.
e. Certifications from the manufacturer or service provider that the proposed substitute shall perform the intended function adequately under the expected service conditions, achieve the results called for by the general design, and be similar and of equal substance to that indicated.
5. There is no guaranteed time frame for the Engineer’s review of the substitution requests. Any lack of action on the Engineer’s side within Contractor’s requested time does not constitute acceptance of the substitution.
6. If, in the opinion of the Engineer, substitute items are determined to be unsatisfactory in performance, appearance, durability, compatibility with existing equipment or systems, availability of repair parts and suitability of application, the Contractor s hall remove the substituted item and replace it with the originally specified item at no cost to the Agency.
7. The burden of proof as to the type, function, and quality of any such substitute product, material or equipment shall be upon Contractor. The Engineer may require at Contractor’s expense additional data about the proposed substitute.
8. Acceptance by the Engineer of a substitute item does not relieve Contractor of the responsibility for full compliance with the Contract Documents. If the Engineer takes no exceptions to the proposed substitution, it shall not relieve Contractor from Contra ctor’s ■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
responsibility to the efficiency, sufficiency, quality, and performance of the substitute material or equipment in the same manner and degree as the material and equipment specified by name.
9. The Bid submittal shall be based on the material and equipment specified by name in the Contract. If the proposal is rejected by the Engineer, Contractor shall not be entitled to either an extension in Contract Time, an increase in the Contract Price, or both.
10. As applicable, no Shop Drawing or Working Drawing submittals shall be made for a substitute item nor shall any substitute item be ordered, installed, or utilized without the Engineer’s prior written approval.
11. The Contractor is responsible for the satisfactory performance of substituted items. If, in the sole opinion of the Engineer, the substitution is determined to be unsatisfactory in performance, appearance, durability, compatibility with associated items, a vailability of repair parts and suitability of application the Contractor shall remove the substituted item and replace it with the originally specified item at no cost to the Agency. 4-5 WEIGHING AND METERING EQUIPMENT
Section not used.
SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
5-1 LAWS AND REGULATIONS
ADD the following:
1. The Contractor shall strictly adhere to the provisions of the Labor Code regarding minimum wages; the 8-hour day and 40-hour week; overtime; Saturday, Sunday, and holiday work; and prohibitions against discrimination, harassment, and retaliation. The Contractor shall forfeit to the Agency the penalties prescribed in the Labor Code for violations.
2. Each worker shall be paid subsistence and travel as required by the collective bargaining agreement on file with the State of California Department of Industrial Relations.
3. The Contractor’s attention is directed to Labor Code Section 1776 which imposes responsibility upon the Contractor for the maintenance, certification, and availability for inspection of such records for all persons employed by the Contractor or Subcontractor in connection with the Project. The Contractor shall agree through the Contract to comply with this Section and the remaining provisions of the Labor Code.
4. Municipal ordinances that affect this Work include Chapter 11.06. Excavation and Grading. If this notice specifies locations or possible materials, such as borrow pits or gravel beds, for use in the proposed construction Project which would be subject to Fish and Game Code Section 1601 or 1603, the conditions established in Fish and Game Code Section 1601 et seq. shall become conditions of the Contract.
5-3.3 Payroll Records.
ADD the following:
1. If requested by the Agency, the Contractor and its Subcontractors shall maintain and furnish to the Agency, at a designated time, a certified copy of each weekly payroll reflecting the ■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
wages containing all of Contractor’s and Subcontractors’ employees engaged in the Work and a statement of compliance signed under penalty of perjury. 5-3.4 Hours of Labor
ADD the following:
1. Unless otherwise approved in writing by the Engineer, the hours of work shall be between the hours of 7:00 AM and 4:00 PM on Mondays through Fridays, excluding Agency holidays.
The Contractor shall obtain the written approval of the Engineer if the Contrac tor desires to work outside these hours or at any time during weekends and/or holidays. This written permission must be obtained at least 48 hours prior to such work. The Engineer may approve work outside the stated hours and/or days when, in his/her sole opinion, such work conducted by the Contractor is beneficial to the best interests of the Agency. The Contractor shall pay the inspection costs of such work.
2. The Contractor shall incorporate the dates, areas and types of work prohibited in this section in the Construction Schedule. No additional payment, adjustment of bid prices or adjustment of contract time of completion will be allowed as a consequence of th e prohibition of work being performed within the dates, areas and/or types of work prohibited in this section. 5-4 INSURANCE
5-4.1 General.
ADD the following:
1. Contractor shall procure and maintain for the duration of the Contract insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the Work by the Contractor, his or her agents, representatives, employees or Subcontractors. The insurance shall meet the City’s policy for insurance as stated in City Council Policy No. 70.
a. Coverages and Limits: Contractor shall maintain the types of coverages and minimum limits specified in these Agency Supplemental General Provisions (00 73 00):
i. Commercial General Liability (CGL) Insurance : Insurance written on an “occurrence” basis, including products -completed operations, personal & advertising injury, with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.
ii. Business Automobile Liability Insurance : $2,000,000 combined single limit per accident for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the Contract, used onsite or offsite, whether owned, non -owned or hired, and whether sched uled or non-scheduled.
iii. Workers’ Compensation and Employers’ Liability Insurance : Workers’ compensation limits as required by the Labor Code and Employers’ Liability ■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
limits of $1,000,000 per incident. Workers’ compensation offered by the State Compensation Insurance Fund is acceptable to the City.
b. Additional Provisions: Contractor shall ensure that the policies of insurance required under this Contract with the exception of Workers’ Compensation and Business Automobile Liability Insurance contain, or are endorsed to contain, the following provisions.
i. The Agency, its officials, employees and volunteers must be covered as additional insured as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the Contractor; premises owned, leased, hired or borrowed by the Contractor. The coverage shall contain no special limitations on the scope of protection afforded to the Agency, its officials, employees or volunteers. All additional insured endorsements must be evidenced using separate documents attached to the certificate of insurance; 1 for each company affording general liability, and employers’ liability coverage.
ii. The Contractor’s insurance coverage shall be primary insurance as respects the Agency, its officials, employees and volunteers. Any insurance or self - insurance maintained by the Agency, its officials, employees or volunteers shall be in excess of the Contr actor's insurance and shall not contribute with it.
iii. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the Agency, its officials, employees or volunteers. iv. Coverage shall state that the 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.
c. Notice of Cancellation. Each insurance policy required by this Contract shall be endorsed to state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in coverage or limits except after 10 Calendar Days’ prior written notice has been sent to the Agency by certified mail, return receipt requested. d. Deductibles and Self -Insured Retention (S.I.R.) Levels. Any deductibles or self - insured retention levels must be declared to and approved by the Agency. At the option of the Agency, either: the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the Agency, its officials and employees; or the Contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration and defense expenses. e. Waiver of Subrogation. All policies of insurance required under this Contract shall contain a waiver of all rights of subrogation the insurer may have or may acquire against the Agency or any of its officials or employees. f. Subcontractors. Contractor shall include all Subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each Subcontractor. Coverages for Subcontractors shall be subject to all of the requirements stated in these Agency Supplemental General Provisions (00 73 00). g. Acceptability of Insurers. Insurance must be placed with insurers that have a rating in Best’s Key Rating Guide of at least A -:VII. Insurers must also be authorized to ■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
transact the business of insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a listing in the official publication of the Department of Insurance of the State of California and/or under the standards specified by City Council Policy No. 70.
h. Verification of Coverage. Contractor shall furnish the Agency with certificates of insurance and original endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be in forms approved by the Agency and are to be received and approved by the Agency before the Contract is executed by the Agency. i. Coverage and Limits . Contractor will maintain the types of coverage and minimum limits indicated below unless the Risk Manager or City Manager or Executive Manager approves a lower amount. These minimum amounts of coverage will not constitute any limitations or cap on Contractor’s indemnification obligations under this Contract.
Agency, its officers, agents, and employees make no representation that the limits of the insurance specified to be carried by Contractor pursuant to this Contract are adequate to p rotect Contractor. If Contractor believes that any required insurance coverage is inadequate, Contractor will obtain such additional insurance coverage, as Contractor deems adequate, at Contractor’s sole expense. The full limits available to the named insu red shall also be available and applicable to the Agency as an additional insured.
j. Cost of Insurance. The Cost of all insurance required under this Contract shall be included in the Contractor’s Bid.
5-6 PATENTS FEES AND ROYALTIES.
DELETE in its entirety and SUBSTITUTE with the following:
1. Contractor shall pay, at no additional cost to the Agency, all applicable royalties and license fees arising from the Work. Contractor shall indemnify and defend all claims and lawsuits for infringement of patent, trademark, and copyright against the Agency and shall hold the Agency harmless from any loss.
5-7 SAFETY
5-7.1.1 General.
ADD the following:
1. When conducting grading or excavation, place Contractor’s name and emergency telephone number adjacent to the Work at intervals and locations approved by the Engineer. The method of posting shall be approved by the Engineer.
2. The Contractor shall respond and initiate corrective action in accordance with OSHA and within 24 hours of the notice of the nonconforming Work that poses an imminent threat to person or property.
3. The Contractor shall erect and properly maintain at all times, as required by the conditions and progress of the Work, all necessary safeguards for the protection of workers and public, ■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
and shall use danger signs warning against hazards created by such features of construction as protruding nails, hoists, well holes, and falling materials.
ADD: 5-7.1.3 Health and Safety Plan (HSP).
1. The Contractor is ultimately responsible for the health and safety of Contractor’s employees.
These specifications shall not be construed to limit Contractor’s liability nor to assume that the Agency, its employees, or designees shall assume any of Contractor’s liability associated with Site safety considerations.
2. Contractor shall have a HSP in effect at least 1 week prior to the commencement of the Work.
The HSP shall comply with all OSHA and other applicable requirements.
3. The HSP shall specifically address procedures and protocols that shall be followed to monitor for or respond to the presence of hazardous atmosphere, possibility for engulfment, gasses due to organic soils or proximity to landfills, exposure to hazardous products such as may be released when grinding, cutting, or torching galvanized or painted surfaces or asbestos containing materials, contaminated soil, and groundwater. Identify response actions that shall be taken when these conditions are encountered.
4. The Agency shall not assume any role in determining the adequacy of the HSP on Contractor’s behalf.
5-7.3 Use of Explosives.
Section not used.
5-7.7 Security and Protective Devices.
5-7.7.1 General.
DELETE in its entirety and SUBSTITUTE with the following:
1. Security and protective devices shall consist of fencing, railing, steel plates, or other devices for the protection of workers or the public from hazards posed by open excavations or any work in progress. Security and protective devices shall remain in pl ace until the Work is accepted.
2. Unless otherwise specified, no separate or additional payment will be made for security and protective devices. Payment shall be included in the Contract price for the various Bid items requiring such devices.
ADD: 5-7.7.3 Playground Safety.
Section not used.
5-7.7.2 Security Fencing
Section not used.
5-7.8 Steel Plate Covers
Section not used
■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
ADD 5-8 INDEMNIFICATION AND HOLD HARMLESS AGREEMENT
1. Contractor agrees to defend, indemnify, and hold harmless Agency, its affiliated and subsidiary entities, and its elected and appointed officials, officers, directors, managers, employees and agents (“Indemnified Parties”) from and against all claims asserted, liability established, or judgments for damages or injuries to any person or property, including to Contractor’s officers, employees, agents, or subcontractors, arising directly or indirectly out of the Work, which arise from, are connected with, or are caused or claimed to be caused by the acts or omissions of Contractor, its officers, employees, agents or subcontractors.
Contractor’s duty to defend, indemnify, and hold harmless shall not include any claims or liabilities arising from the sole neglige nce or sole willful misconduct of the Indemnified Parties.
Contractor further agrees that its duty to defend includes all attorney fees and costs associated with enforcement of this indemnification provision, defense of any claims arising from this Contract, and, where a conflict of interest exists or may exist between Contractor and Agency, the reasonable value of attorney fees and costs if Agency chooses, at its own election, to conduct its own defense or participate in its own defense of any claim related to this Contract.
2. Contractor shall also defend and indemnify the Indemnified Parties against any challenges to the Award of the Contract to Contractor, and Contractor will pay all costs, including defense costs for the Agency. Defense costs include the cost of separate counsel for the Indemnified Parties, if the Indemnified Parties request separate counsel.
3. Contractor shall also defend and indemnify the Indemnified Parties against any challenges to the Award of the Contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by the Contractor, whether intentional or otherwise, and Contractor will pay all costs, including defense costs f or the Agency. Defense costs include the cost of separate counsel for the Indemnified Parties , if the Indemnified Parties request separate counsel.
4. Contractor shall defend, indemnify, protect and hold the Indemnified Parties harmless from and against any dispute between Contractor and Contractor’s Subcontractors if the Indemnified Parties are made a party to any judicial or administrative proceeding.
ADD 5-9 CONFLICT OF INTEREST
1. Establish and make known to Contractor’s employees appropriate safeguards to prohibit employees from using their positions for a purpose that is or gives the appearance of being motivated by desire for private gain for themselves or others and particularly those with whom they have family, business, or other relationships. Project personnel shall not accept gratuities or any other favors from Subcontractors or potential Subcontractors.
2. Contractor is subject to all federal, state, and local conflict of interest laws, regulations, and policies applicable to public contracts and procurement practices (Government Code Sections 1090 et. seq. and 81000 et. seq., the Agency’s Ordinances, and the City of Carlsbad Municipal Code). If, in performing the Work, Contractor make s or participate s in a “governmental decision” in accordance with Title 2, Section 18701, subdivision (a)(2) of the California Code of Regulations, or perform s the same or subst antially all the same duties for Agency that ■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
would otherwise be performed by an Agency employee holding a position specified in the Agency’s conflict of interest code, Contractor shall be subject to a conflict of interest code requiring the completion of 1 or more statements of economic interests disclosing Contractor’s relevant financial interests.
3. Statements of economic interests shall be made on Fair Political Practices Commission Form 700 and filed with the City of Carlsbad’s City Clerk. Contractor shall file a Form 700 (Assuming Office Statement) within 30 Calendar Days of the Agency’s written determination that Contractor shall be subject to a conflict of interest code and file a Form 700 (Annual Statement) on or before April 1st disclosing any financial interests held during the previous calendar year for which Contractor was subject to a conflict of interest code.
4. If the Agency requires Contractor to file a statement of economic interests as a result of the Work performed, Contractor shall be considered a n “Agency Official” for conflict of interest purposes, including the prohibition against lobbying the Agency for 1 year following the expiration or termination of the Contract.
5. Contractor’s personnel employed on the Project shall not accept gratuities or any other favors from any Subcontractors or potential Subcontractors. Contractor shall not recommend or specify any product, supplier, or other Contractor with whom Contractor ha s a direct or indirect financial or organizational interest or relationship that would violate conflict of interest laws, regulations, or policies.
6. If Contractor violates any conflict of interest laws or any of these conflict of interest provisions, the violation shall be grounds for immediate termination of this Contract. Further, the violation subjects Contractor to liability to the Agency for all damages sustained as a result of the violation.
ADD 5-10 ELECTRONIC COMMUNICATION
1. When specified in the Contract Documents, Contractor shall post all communications addressed to the Engineer concerning construction including RFIs, submittals, daily logs, and transmittals to the Project management website established for the Project. The Contractor shall maintain a list of scheduled activities including planned and actual execution dates for all major construction activities and milestones defined in the approved Schedule. The Contractor shall review and act on all communications addresse d to the Contractor in the Project management website. A user’s guide to the Project management system may be available on the City’s website and shall be provided to Contractor at the Pre -construction Meeting.
2. The payment for electronic communications shall be included in the Contract Price.
ADD 5-11 STATUTORY REFERENCES
1. All references in these Agency Supplemental General Provisions (00 73 00) to any statute, rule or regulation are to the statute, rule or regulation as amended, modified, supplemented, or replaced from time to time by the corresponding legislative or regulatory body.
SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK ADD the following:
■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
1. A Payment for the Construction Schedule shall be included in the Contract Price and no separate payment will be made, therefore.
6-2 PROSECUTION OF WORK
ADD the following:
1. As soon as possible under the provisions of the Contract, the Contractor shall start the Work.
2. When a Subcontractor fails to prosecute a portion of the Work in a manner satisfactory to the Agency, Contractor shall remove such Subcontractor immediately upon written request of the Agency, and shall request approval of a replacement Subcontractor to perform the Work in accordance with the Subletting and Subcontracting Fair Practices Act (Pub. Contract Code, § 4100 et seq.) at no added cost to the Agency.
ADD 6-2.1 Order of Work.
1. The Contractor shall incorporate the requirements of the city, utility companies or agencies having jurisdiction over the Work in accordance with 2 -4 Cooperation and Collateral Work, including any phasing requirements identified on the Plans or Special Provisions.
2. If construction and demolition operations are within an active public space, the Contractor shall submit a phasing plan to the Engineer to accommodate accessibility to the public and Agency staff. Phasing plan must be approved before Work starts. Phasing plan will be considered part of the mobilization Bid item and shall include any revisions or implementation of the Plan.
ADD 6-2.2 Moratoriums.
1. When moratorium periods are specified in the Special Provisions, Contractor shall stop Work and completely demobilize all construction related activity, equipment, and materials within the stated limits prior to the beginning of the moratorium periods at no additional cost to the Agency. The Contractor shall complete any Work that has been started prior to the start of the moratorium.
2. Contractor shall restore and clean the Site prior to each moratorium. The Contractor shall not leave equipment, materials, or traffic control on the Site during the moratorium periods.
Trenches shall be backfilled during moratorium periods. Temporary resurfacing or steel plate covers over trenches shall not be used.
3. The payment for complying with moratorium requirements shall be included in the Contract Bid. Contractor shall not be entitled to any additional costs for repeated mobilization and demobilization to continue the Work after the moratorium periods. 6-3 TIME OF COMPLETION
6-3.1 General.
ADD the following:
1. Unless otherwise specified in the Contract, the time of completion of the Contract shall be expressed in Working Days.
■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
2. The number of Working Days specified for the walk-through, preparation, and the completion of Punchlist items until acceptance shall be included in the stipulated Contract Time.
3. The Contractor shall obtain the written approval of the Engineer to perform any Work outside of normal Work hours. This approval must be obtained at least 48 hours prior to commencement of such Work. The Contractor shall pay any additional costs for inspection or testing of such Work.
4. The Contractor shall not perform Work during moratoriums per 6 -2.2 or during any periods of restriction identified in agency permits or Project environmental documents and shall include all such schedule constraints in the Construction Schedule.
5. No additional payment or adjustment of Bid item prices or adjustment of Contract Time will be made for the Contractor’s inability to work outside of normal Work hours if Contractor’s request is denied by the Engineer or during prohibited periods.
6-4 DELAYS AND EXTENSIONS OF TIME
6-4.1 General.
ADD the following:
1. The Agency shall only grant an extension of time if the Extra Work or unforeseen condition impacts the Project’s critical path. All requests for an extension in Contract Time for any Extra Work or unforeseen event shall be demonstrated by using the CPM. No other scheduling method shall be used to calculate the Project’s schedule. 6-4.2 Extensions of Time.
DELETE in its entirety and SUBSTITUTE with the following:
1. The Contract Time shall be modified only by Change Order.
2. Contractor shall immediately submit to the Agency a written request for a Change Order to modify the Contract Time, but in no event later than 1 Working Day after the occurrence and discovery of the events giving rise to the request. Contractor shall include in Contractor’s request a general description of the basis for and the estimated length of any extension and submit supporting data, includin g a time impact analysis setting forth the claimed Critical Path impacts to the Construction Schedule consistent with Section 1.14 (Change Orders, Delays, and Extensions of Time).
3. The Engineer shall not grant an extension of Contract Time unless Contractor demonstrates, through an analysis of the critical path, the following:
a. The event causing the delay impacted the activities along the Project’s critical path. b. The increases in the time to perform all or part of the Project beyond the Contract Time arose from unforeseeable causes beyond Contractor’s control and without Contractor’s fault or negligence.
c. All Project float has been used.
4. The Engineer shall issue a weekly document that stipulates the Contract Time. If Contractor does not agree with this document, Contractor shall submit to the Engineer for review a written protest supporting Contractor’s objections to the document within 15 Working Days ■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
after receipt of the weekly document. Contractor’s failure to file a timely protest shall constitute Contractor’s acceptance of the Engineer’s weekly document. a. Contractor’s protest will be considered a claim for time extension and shall be subject to 2-10.1, “Claims.”
6-4.4 Written Notice and Report.
DELETE in its entirety and SUBSTITUTE with the following:
1. Contractor’s failure to file with the Engineer a written request and report of cause within 24 hours will be considered grounds for refusal by the Agency to consider such request.
2. The Contractor shall provide written notice to the Engineer within 2 hours after the beginning of the delay, or when the Contractor has placed any workers or equipment on standby for any reason that the Contractor has determined to be caused by the Agency or by any organization that the Agency may otherwise be obligated by. The Contractor shall provide continuing daily written notice to the Engineer, each Working Day, throughout the duration of such period of delay. The initial and continuing written notices shall include the classification of each worker and supervisor and the make and model of all equipment placed on standby, the cumulative duration of the standby, the Contractor’s opinion of the cause of the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable means. Should the Contractor fail to provide the notice(s) required by this section the Contractor agrees that no delay has occurred and that it will not submit any claim(s) therefore.
3. The request for payment or extension must be made at least 15 Calendar Days prior to the specified completion date. Failure by the Contractor to provide notices and reports as specified in the Contract will be considered grounds for refusal by the Agency to consider such request.
6-6 SUSPENSION OF THE WORK
6-6.1 General.
Section not used.
6-7 TERMINATION OF THE CONTRACT FOR DEFAULT
6-7.1 General.
DELETE in its entirety and SUBSTITUTE with the following:
1. Prior to the Acceptance of the Work, Contractor shall be found in default of the Contract if:
a. Contractor becomes insolvent, assign Contractor’s assets for the benefit of Contractor’s creditors, are unable to pay Contractor’s debts as they become due, or are otherwise financially unable to complete the Work.
b. Contractor abandon s the Work by failing to report to the Site and by failing to diligently execute the Work to completion.
c. Contractor disregards written instruction from the Engineer or materially violates provisions of the Contract Documents.
d. Contractor fails to execute the Work according to the Schedule approved by the Engineer.
■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
e. Contractor disregards laws or regulations of any public body having jurisdiction. f. Contractor commits continuous or repeated violations of regulatory or statutory safety requirements.
g. Contractor fails to notify the Engineer upon discovery of items of Native American, Archaeological, or Paleontological interests.
2. Notices and other written communications regarding default between the Contractor, the Agency, and the Surety shall be transmitted in accordance with 5- 2, “SPECIAL NOTICES.” 6-8 TERMINATION OF THE CONTRACT FOR CONVENIENCE.
DELETE in its entirety and SUBSTITUTE with the following:
1. At any time, the Agency may at its sole discretion terminate this Contract in whole or in part.
If the Agency decides to terminate this Contract for convenience, the Agency shall issue a written notice of termination for convenience in accordance with 5 -2, “SPECIAL NOTICES.” Upon receipt of this notice, Contractor shall immediately proceed as follows:
a. Stop Work immediately or in accordance with the Notice of Termination. b. Notify Subcontractors and Suppliers to immediately cease their Work and place no further subcontracts for materials, services, or facilities except as necessary to complete any authorized continued portion of the Contract. c. Terminate all subcontracts to the extent that they relate to the Work terminated. d. With approval by the Engineer, settle all outstanding obligations arising from the termination of subcontracts. This approval shall be final for the purposes of this section.
e. As directed by the Engineer, transfer and deliver completed or partially completed drawings, plans, calculations, specifications, and any other documents and records that, if the Contract had been completed, would be required to be furnished to the Agency.
f. Complete the performance of the Work not terminated. g. Take all necessary steps and actions to minimize all costs to the Agency as a result of the termination.
h. Take any action that may be necessary or that the Engineer may direct for the protection and preservation of the property related to the Contract that is in Contractor’s possession and in which the Agency has or may acquire an interest. 6-8.1 Termination Cost.
1. The Agency shall determine and pay Contractor the fair and reasonable amounts for Contractor’s termination cost as follows:
a. The Contract Price for completed services accepted by the Engineer not previously paid or adjusted for any saving of freight and other charges. b. The fair and reasonable cost of settling and paying termination settlements for terminated subcontracts that are chargeable to the terminated portion of the Contract.
■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
c. The Agency shall pay Contractor a prorated amount of profit for Work that Contractor performed. The Agency shall not pay for lost profit on Work that was not performed by Contractor.
6-8.2 Termination Settlement.
1. After termination, Contractor shall submit a final termination settlement proposal to the Engineer no later than 3 months from the effective date of termination, unless extended in writing by the Engineer.
2. If Contractor fails to submit the proposal within the time allowed, the Agency may determine and pay the fair and reasonable amount that may be due Contractor as a result of the termination. If Contractor does not agree that the amount determined by the Engineer is fair and reasonable, Contractor must notify the Engineer within 30 Calendar Days of receipt of payment.
6-8.3 Determination of Amount Due the Contractor.
1. In determining the amount due Contractor, the Agency shall deduct the following:
a. The fair value of property destroyed, lost, stolen, or damaged that has become undeliverable to the Agency.
b. Any claim which the Agency has against Contractor under the Contract. 6-8.4 Records and Documents Relating to Termination.
1. The Engineer will file an Agreement of Mutual Rescission of Contract with the Board. Once the Agreement is executed and a Notice of Completion is recorded, retention can be released.
2. Unless otherwise specified or required by statute, Contractor shall maintain all records and documents relating to the terminated portion of the Contract for 3 years after final settlement. This includes all books and other evidence bearing on Contractor’s costs, expenses, and settlement under the Contract. Contractor shall make these records and documents available to the Agency, at Contractor’s office, at all reasonable times, without any direct charge. If approved by the Engineer, Contractor may maintain photographs, microphotographs, and other authentic reproductions instead of original records and documents.
6-8.5 The Agency’s Right to Terminate or Suspend for Loss of Project Funds.
1. The Agency may terminate or suspend the Contract at its sole discretion if the State of California or its agents render the funds being used to fund this Project unavailable. If the Agency chooses to suspend the Contract, that suspension shall last until f unds are identified and approved by the Board, whichever is appropriate, to be used to complete this Project. If the Agency elects under this provision to terminate the Contract, then neither Party is entitled to compensation from the other Party for any c osts arising from such termination.
The Agency may also elect to terminate after invoking a suspension under this provision. 6-9 LIQUIDATED DAMAGES
DELETE in its entirety and SUBSTITUTE with the following:
■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
1. Contractor’s failure to complete the Work within the time allowed shall result in damages being sustained by the Agency. Such damages are, and shall continue to be, impracticable and extremely difficult to determine. For each consecutive Working Day in excess of the time specified for the completion of the Work, as adjusted in accordance with 6 -4, “DELAYS AND EXTENSIONS OF TIME,” Contractor shall pay to the Agency, or have withheld from monies due it, the sum described in the table below, along with any oth er damages that may be sustained by the Agency during the Project, unless otherwise specified in the Special Provisions.
2. The execution of the Contract shall constitute agreement between Contractor and the Agency that the liquidated damage amount described in the table below is the value of the damage caused by Contractor’s failure to complete the Work within the allotted time. Such sum shall not be construed as a penalty and may be deducted from Contractor’s payments if such delay occurs.
Contract Value Liquidated Damage Daily Amount
$100,000 and more $1,000
3. Any progress payments made to Contractor after the specified completion date shall not constitute a waiver of payment for damages sustained by the Agency under this section.
ADD 6-10 RIGHT TO AUDIT
6-10.1 General.
1. The Agency retains the right to review, audit, reasonably access Contractor’s and all Contractor’s Subcontractor’s premises to review and audit Contractor’s compliance with the provisions of the Contract. This includes the right to inspect, photocopy, and retain copies, outside of Contractor’s premises, of all records with appropriate safeguards if such retention is deemed necessary by the Agency in its sole discretion. The Agency will keep this information in strictest confidence.
2. Contractor shall include the Agency’s right to audit in its subcontracts and ensure that these specifications are binding upon all Subcontractors.
6-10.2 Audit.
1. The right to audit includes the right to examine any and all books, records, documents, and any other evidence of procedures and practices that the Agency determines is necessary to discover and verify that Contractor are in compliance with all requirement s under the Contract.
2. If there is a claim for additional compensation or for changes in Work, the right to audit also includes the right to verify all direct and indirect costs which are claimed to have been incurred, anticipated to be incurred, or for which a claim for additio nal compensation or for changes in the Work have been submitted.
3. Contractor shall maintain complete and accurate records in accordance with generally accepted accounting practices in the construction industry. Contractor shall also make available to the Engineer for review and audit all Project -related accounting record s and ■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
documents and any other financial data. Upon the Engineer’s request, Contractor shall submit exact duplicates of originals of all requested records to the Engineer. 6-10.3 Compliance Required Before Mediation and Litigation.
1. As a condition precedent to proceeding with mandatory mediation and further litigation under 2 -10.2, “Dispute Resolution Process” Contractor shall comply with the audit specifications within 60 Calendar Days of the Engineer’s notice to review and audit compliance. See 5-2, “SPECIAL NOTICES.”
6-10.4 Access to Records on Federally Funded Projects.
1. Contractor shall retain all records, books, papers, and documents directly pertinent to the Contract for a minimum of 5 years after the Agency makes final payments and all other pending matters are closed and shall allow access to those records to the Agency, the Federal grantor agency, the Comptroller General of the United States, or any duly authorized representatives.
SECTION 7 – MEASUREMENT AND PAYMENT
Units of Measurement. The system of measure for this contract shall be the U.S. Standard Measures.
7-2 LUMP SUM WORK
ADD 7-2.1 Schedule of Values (SOV).
1. Submit a SOV for the lump sum Bid items of the Work to the Engineer for review and approval at the pre -construction meeting. The total value for the work described in the contract documents shall be shown in the SOV with category totals reflective of those values presented in Section 00 41 00 BID FORM, Bid Schedules A and B in the contract.
2. The SOV shall:
a. Subdivide the Work into its respective parts.
b. Include values for all items comprising the Work.
3. The Engineer is the sole judge of acceptable numbers, details, and description of values established. If, in the opinion of the Engineer, a greater number of SOV items than proposed by Contractor is necessary, add the additional items identified by the Eng ineer. When requested by the Engineer, provide substantiating data in support of the SOV.
4. The Contractor shall develop the SOV independently but simultaneously with the development of the Schedule activities and logic. Incorporate phase funding impacts, if applicable, into the Schedule.
5. The Contractor shall break down the Work not specifically included in the Bid as necessary for establishment of cost and Schedule activity.
6. The Contractor shall update and submit these listings in conjunction with the Schedule monthly submittals.
7. The Contractor shall incorporate issued Change Orders or Field Orders in the Schedule into the SOV as single units identified by the Change Order or Field Order number.
8. Changes to the Schedule which add activities not included in the original Schedule but included in the original Work (schedule omissions) shall have values assigned as accepted by ■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
the Engineer. Other activity values shall be reduced to provide equal value adjustment increases for added activities as accepted by the Engineer.
9. In the event that the Contractor and the Engineer agree to make adjustments to the original SOV because of inequities discovered in the original accepted SOV, increases and equal decreases to values for activities may be made.
10. The payment for the preparation of the SOV shall be included in the Contract Price. 7-3 PAYMENT
7-3.1 General.
To paragraph (8), DELETE in its entirety and SUBSTITUTE with the following:
If, within the time fixed by law, a properly executed notice to stop payment is filed with the Agency, due to the Contractor’s failure to pay for labor or materials used in the Work, all money plus 25 percent due for such labor or materials will be withheld from payment in accordance with applicable laws. At the expiration of 30 Calendar Days from the date of recording the NOC, the amount deducted from the final estimate and retained by the Agency shall be paid to Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment.
ADD the following:
1. Unless specified otherwise, the Contract Price includes use, consumer, and other taxes mandated by applicable legal requirements. The Contract Price is not subject to adjustment for tax increases.
2. As provided in California Public Contract Code Section 7105, if the Contract is not financed by revenue bonds, Contractor is not responsible for the cost of repairing or restoring damage to the Project when damage was proximately caused by an Act of God, in excess of 5% of the Contract Price, if the following occur:
a. The damaged portion of the Project was built in accordance with the Contract requirements.
b. There are no insurance requirements in the Contract for the damages.
3. Guarantee periods shall not be affected by any payment but shall commence on the date of recordation of the Notice of Completion.
7-3.2 Partial and Final Payment.
To paragraph (5), DELETE in its entirety and SUBSTITUTE with the following:
Pursuant to Public Contract Code Section 22300, Contractor shall have the option, at Contractor’s expense, to substitute for any money withheld by the Agency, securities equivalent to the amount being withheld. Securities eligible for such substitution are bank or savings and loans certificates of deposit or such securities which are eligible for investment pursuant to Government Code Section 16430. As to any such security or securities so substituted for monies withheld, Contractor shall be the beneficial owner of same and shall receive any accrued interest.
Such security shall, at Contractor’s request and expense, be deposited with the Agency or with a ■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
State or Federally Chartered bank as the escrow agent who shall pay such monies to Contractor upon notification by the Engineer that payment can be made. Such notification shall be given at the expiration of 30 Calendar Days from the date of NOC, or as pre scribed by law, provided however, that there shall be a continued retention of the necessary securities to cover such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained.
ADD the following:
1. After final inspection, the Engineer will make a Final Payment Estimate and process a corresponding payment. This estimate will be in writing and shall be for the total amount owed the Contractor as determined by the Engineer and shall be itemized by the Contract Bid item and Change Order item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of the Contract. All prior estimates and progress payments shall be s ubject to correction in the Final Payment Estimate.
The Contractor shall have 30 Calendar Days from receipt of the Final Payment Estimate to make a written statement disputing any Bid item or Change Order item quantity or payment amount. The Contractor shall provide all documentation at the time of submitting the statement supporting its position. Should the Contractor fail to submit the statement and supporting documentation within the time specified, the Contractor acknowledges that full and final payment has been made for all Contract Bid items and Change Order items.
If the Contractor submits a written statement with supporting documents within 30 Calendar Days from receipt of the Final Payment Estimate, the Engineer will review the disputed item within 30 Calendar Days and make any appropriate adjustments on the Final Payment.
Remaining disputed quantities or amounts not approved by the Engineer will be subject to resolution as specified in Section 2-10.1.1, Initiation of Claim.
The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of the disputed items. The Engineer will consider the merits of the Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying payment for the disputed items.
2. Final Payment and release of Retention shall be paid after Contractor submits the following:
a. An affidavit that payrolls and bills for materials, equipment, and other indebtedness connected with the Work for which the Agency or the Agency’s property might be responsible for or encumbered by. Fewer amounts withheld by the Agency shall have been paid for or otherwise satisfied.
b. A certificate evidencing that insurances required by the Contract Documents shall remain in force after Final Payment is currently in effect and shall not be canceled or ■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
allowed to expire until at least a 30 Calendar Days prior written notice has been given to the Engineer.
c. Consent of Surety to Final Payment.
d. If required by the Engineer, other data establishing payment or satisfaction of obligations such as receipts, releases and waivers of liens, claims, and security interests or encumbrances arising out of the Contract Documents. If a Subcontractor refuses to furnish a release or waiver required by the Agency, Contractor may furnish a bond satisfactory to the Engineer to indemnify the Agency against such lien. e. If required in the Contract Documents, the successful completion and submittal of the required reports such as construction demolition, waste recycling, and hydrostatic discharge reports.
f. Required documentation, record drawings, operations manuals, test reports, warranty documentation, and UL labels shall be submitted before requesting the release of retention.
ADD 7-3.2.1 Application for Progress Payment.
1. Using Application for Payment Form provided by Engineer, and by the 5th day of each month, sign, fill out, and submit to the Engineer a partial payment estimate that identifies acceptable Work performed during the previous month, or since the last partial payment estimate was submitted. If requested by the Construction Manager, provide such additional data as may be required to support the payment estimate. Such data may include submission of signed field orders and satisfactory evidence of payment for equi pment, materials, and labor, including payments to Subcontractors and Suppliers.
2. Monthly schedule updates must be submitted for Engineer’s approval on monthly basis also and payment application approval will be contingent on schedule update approval.
3. Each month, the Engineer will make an approximate measurement of the Work performed to the closure date as basis for making monthly progress payments. The estimated value will be based on completed Contract and Change Order Work. Progress payments shall be made no later than 30 Calendar Days after the closure date. Five Working Days following the closure date, the Engineer shall complete the detailed progress pay estimate and submit it to the Contractor for the Contractor’s review. Should the Contractor assert that additional payment is due, the Contractor shall within 10 Calendar Days of receipt of the progress estimate, submit adequate justification supporting the amount of supplemental payment request to the Engineer. Upon receipt of the supplemental payment request, the Engineer shall, as soon as practicable after receipt, determine whether the supplemental payment request is a proper payment request. If the Engineer determines that the supplemental payment request is not proper, then the request shall be returned to the Contractor as soon as practicable, but not later than 7 Calendar Days after receipt. The returned request shall be accompanied by a document setting forth in writing the reasons why the supplemental payment request was not proper. Consist ent with Public Contract Code Section 20104.50, the Agency shall make payments within 30 Calendar Days after receipt of an undisputed and properly submitted supplemental payment request from the Contractor. If payment of the undisputed supplemental payment request is not made within 30 Calendar Days after receipt by the ■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
Engineer, then the Agency shall pay interest to the Contractor equivalent to the legal rate set forth in subdivision (a) of Code of Civil Procedure Code Section 685.010.
4. After final inspection, the Engineer will make a Final Payment Estimate and process a corresponding payment. This estimate will be in writing and shall be for the total amount owed the Contractor as determined by the Engineer and shall be itemized by the Contract Bid item and Change Order item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of the Contract. All prior estimates and progress payments shall be subject to correction in the Final Payment Estimate.
5. The Contractor shall have 30 Calendar Days from receipt of the Final Payment Estimate to make a written statement disputing any Bid item or Change Order item quantity or payment amount. The Contractor shall provide all documentation at the time of submitti ng the statement supporting its position. Should the Contractor fail to submit the statement and supporting documentation within the time specified, the Contractor acknowledges that full and final payment has been made for all Contract Bid items and Change Order items.
6. If the Contractor submits a written statement with documentation in the aforementioned time, the Engineer will review the disputed item within 30 Calendar Days and make any appropriate adjustments on the Final Payment. Remaining disputed quantities or amou nts not approved by the Engineer will be subject to resolution as specified in Section 2 -10, Disputed Work.
7. The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of the disputed items. The Engineer will consider the merits of the Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying payment for the disputed items.
8. Progress payments shall be signed, and the date of the invoice shall be the date that the invoice is submitted.
9. The Agency shall not pay progress or partial payments until Contractor submits to the Engineer an updated Schedule. It is solely the Contractor’s responsibility to prepare and submit the Schedule updates.
10. Disputed or incorrect applications shall be returned to the Contractor within 7 Calendar Days with documentation describing the reason for the rejection of the payment request.
11. ADD 7-3.2.2 Amount of Progress Payments.
1. If an undisputed and properly submitted application for payment is received by the Engineer, the Agency shall pay Contractor within 30 Calendar Days after the Engineer receives the application for Payment consistent with Public Contract Code Section 20104.50. The Agency shall pay Contractor for the Work performed, including the payment for offsite stored materials per section 7-3.3.1.2, through the period covered by the application for payment if the payment amount before Retention does not exceed the percentage of completion of the Work as set forth in the SOV.
■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
ADD 7-3.2.2.1 Progress Payment for Pipelines.
Section not used.
ADD 7-3.2.3 Waiver of Claims at Final Payment.
1. Contractor’s acceptance of Final Payment constitutes a waiver of affirmative claims by Contractor, except those previously made in writing and identified as unsettled at the time of Final Payment, which are expressly reserved by Contractor from operation of its Release of Claims pursuant to Public Contract Code Section 7100 or other Applicable Law.
ADD 7-3.2.4 Withholding of Payment and Back Charge.
1. The Engineer may withhold payment for any of the following reasons:
a. Defective or incomplete Work.
b. Stop notices, wage orders, or other withholdings required by Applicable Law. c. Contractor’s failure to comply with 5 -3.3, “Payroll Records” and the Contractor Registration and Electronic Reporting System requirements of the Contract Documents.
d. Failure to submit monthly Construction Schedule updates.
2. The Engineer may back charge the Contractor for any of the following reasons:
a. Defective or incorrect Work not remedied.
b. Damage to Agency property or a third party’s property that was caused by Contractor. c. Liquidated Damages.
d. Non-attendance at meetings without prior cancellation notice. e. Failed inspections or re-inspections paid by the Agency. 7-3.3 Delivered Materials
DELETE in its entirety and SUBSTITUTE with the following:
ADD 7-3.3.1 Payment for Stored Materials on Site.
ADD 7-3.3.1.1 General.
1. When authorized, Contractor may request payment for materials and equipment which has not been incorporated into the Work but will be at a later date and will be delivered and stored at the Project Site.
2. The material shall meet the Contract requirements and the material’s required test results and certifications shall be filed with the Engineer.
3. Only non -perishable materials for major items of Work or Materials Subject to Price Adjustment shall be considered for payment for on -site storage. However, each individual item has a value of more than 1% of the Contract Price and shall become a permanent part of the Work.
4. Materials cost shall be evidenced by the manufacturer’s paid invoice bearing the statement that Contractor has paid all invoices in full.
5. The payments for the stored materials shall not exceed the invoice price or 60% of the Bid prices for the pay items into which the materials are to be incorporated, whichever is less, unless otherwise approved by the Engineer.
■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
6. Apply for the payment for materials stored on a form provided by the Engineer and attach documentation to show the following:
a. The amount paid on the invoice (or other record of production cost) for the stored items.
b. The dollar amount of the material incorporated into each of the various Work items for the month.
c. The amount that should be retained for stored materials. d. That Contractor ha s received the materials and equipment free and are clear of all liens, charges, secured interests, and encumbrances.
e. That the materials and equipment are covered by the appropriate property insurance in accordance with the insurance provisions and other arrangements that protect the Agency’s interest.
7. Contractor shall provide the Engineer, upon request and prior to any partial payment, documentation which transfers full legal title to such materials to the Agency conditional only upon receipt of the Final Payment. Such transfer of title or any partial p ayment shall not constitute acceptance by the Agency of the materials nor shall it void the right to reject materials subsequently found to be unsatisfactory in accordance with SECTION 4 – CONTROL OF MATERIALS. This shall also not relieve Contractor of any obligation arising under the Contract Documents.
8. The payments for materials on-site are subject to retention as set forth in 7-3.2, “Partial and Final Payment.”
9. Contractor shall assume all risks associated with the loss or damage to the stored products for which payment has or has not been received.
10. Equipment and materials shall be stored in accordance with manufacturer’s recommendations. The stored products shall be in a form ready for installation. The Agency shall not pay for raw materials or parts and pieces of equipment.
11. Any and all surplus materials that are not incorporated in the Work shall become Contractor’s property at no additional cost to the Agency.
12. Unless specifically provided in the Contract, payment for the materials on hand shall not be included when determining the percentage of Work completed.
13. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available and delivered to the job site in the quantities involved, plus sales tax, freight, and delivery.
The Agency reserves the right to approve materials and sources of supply, or to supply materials to the Contractor if necessary, for the progress of the Work. No markup shall be applied to any material provided by the Agency.
ADD 7-3.3.1.2 Payment for Stored Materials Offsite.
1. The payment of materials and equipment delivered and stored offsite shall be contingent upon Contractor’s compliance with the storage and protective maintenance requirements set forth in the Contract Documents and all other requirements necessary to preserve equipment warranties for the benefit of the Agency.
■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
2. The Agency reserves the right to refuse approval for the payment of any equipment or materials suitably stored offsite in its sole discretion, regardless of whether all conditions in the Contract Documents have been met.
3. Partial payment may be made for products eligible for offsite delivery and storage only upon Contractor’s presentation of a bill of sale, a paid invoice, or an affidavit certifying that the material is received by the Contractor free and clear of all liens, encumbrances, and secured interest of any kind including offsite delivery.
4. Partial payment for products delivered and stored offsite shall be contingent upon Contractor’s compliance with the storage and protective maintenance requirements set forth in the Contract Documents and all other requirements necessary to preserve equipme nt warranties for the benefit of the Agency.
5. The cost of materials and equipment delivered but not incorporated into the Work will not be included in the progress estimate.
6. Costs associated with the delivery to and storage at an offsite facility shall be at Contractor’s expense regardless of the Engineer’s approval to deliver and store the materials.
7. Contractor shall provide written evidence to the Engineer of having made arrangements for unrestricted access by the Agency and the Agency’s authorized representatives to the materials wherever stored, including provisions for the Agency to take control and possession of such materials at any time and without restriction. Contractor shall furnish the Engineer a permit of entry, from the owner of the property, for at least 6 months after the NOC has been filed. The permit of entry shall contain information similar to the following:
PERMIT OF ENTRY: Permission is granted to the Agency and its designated employees or agents to enter upon the property described in this permit for a period of not less than 6 months after the NOC has been filed for Las Palmas Roof Replacement for the purpose of removing materials for which advance materials on hand payment has been made to (Contractor’s Name). The property is owned by (Owner’s Name) and is described as follows:
(Address and Description of Property). (Include signature(s) and date(s) for owner and lessee or purchaser, and, if appropriate, attach a copy of a warehouse receipt or contract for storage.
8. The material shall be clearly marked and identified as being specifically fabricated, produced, and reserved for use on the Project. The Contractor shall provide payment documentation for the materials.
7-3.4 Mobilization.
ADD the following:
1. Mobilization consists of Work necessary for the movement of personnel, equipment, supplies, and incidentals to and from the Site; for establishment of all offices, buildings, storage yards, and other facilities necessary for the Work; and for all other Wor k and operations which shall be performed prior to beginning the Work and after completion of the Work on the various Contract items on the Site.
2. Contractor shall properly design the Project parameters to incorporate construction mobility for moving on and off the Site in a manner that limits disturbance to the surrounding ■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
residences, businesses, and any other citizens. This includes the designated staging areas, loading areas, and assemblage areas. Contractor shall consider and address access rights of the public at all times. Prepare a mobilization plan that shall describe and govern Contractor’s mobilization activities.
3. When a Bid item has been provided for “Mobilization,” payment for mobilization Work shall be distributed equally over the first 2 progress payments up to the Bid amount of the “Mobilization” Bid item but shall not exceed 3% of the Contract Price. If Contractor’s Bid item for “Mobilization” exceeds 3% of the Contract Price, then anything above 3% of the Contract Price shall be paid as a part of the Final Payment.
4. The complete dismantling and removal of all of Contractor’s properties, temporary facilities, equipment, materials, construction wastes, and personnel at the Site referred to as demobilization is included in the payment for mobilization, unless there is a Bid item for demobilization.
5. If a separate Bid item has not been provided for mobilization, the payment for mobilization is included in the Contract Price.
7-3.5 Contract Unit Prices
7-3.5.1 General.
Section not used.
ADD 7-3.9 Field Orders.
1. The Agency shall pay Field Order items of the Work in accordance with the limits below if the cumulative total of Field Orders does not exceed the “Field Orders” Bid Item:
Contract Price Maximum Field Order Amount
Less than $100,001 $2,500
$100,001 to $1,000,000 $5,000
7-3.10 Compensation Adjustments for Price Index Fluctuations.
Section not used.
7-4 PAYMENT FOR EXTRA WORK
7-4.1 General.
ADD the following:
1. With every request for payment, Contractor shall submit to the Engineer a breakdown showing monthly and cumulative amounts of the Work performed under the Change Order by Contractor and Contractor’s Subcontractors. The reporting format shall be approved by the Engineer.
2. When the price for the Extra Work cannot be agreed upon, the Agency will pay for the Extra Work based on the accumulation of costs.
7-4.2 Basis for Establishing Costs.
7-4.2.1 Labor.
ADD the following:
■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
1. The costs of labor will be the actual cost for wages of workers performing the Extra Work at the time the Extra Work is done, plus employer payments of payroll taxes, workers compensation insurance, liability insurance, health and welfare, pension, vacatio n, apprenticeship funds, and other direct costs, resulting from federal, state, or local laws, as well as assessments or benefits required by lawful collective bargaining agreements.
2. The use of a labor classification which would increase the Extra Work cost will not be permitted unless the Contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such cos ts are not included in the invoice for equipment rental. The labor cost for foremen shall be proportionate to all their assigned work and only that applicable to Extra Work will be paid.
3. Nondirect labor costs, including superintendence, shall be considered part of the markup of Section 7-4.2.1(1).
4. The Agency reserves the right to request the following:
a. Financial records of salaries for an employee.
b. Wage rates/Certified Payroll.
c. Bonuses and deductions.
5. Contractor shall list the labor rates of its personnel and Subcontractors who work on the Project. The payment for payroll records is included in the Contract Price.
6. If Contractor’s proposal for Extra Work is based upon services and Work to be performed outside Normal Working Hours, the labor charges associated with the Extra Work shall consist of straight time wages and burdens plus the appropriate overtime or shift p remium with no additional burdens, such as fringe benefits, on the premium portion. 7-4.2.2 Tool and Equipment Rental.
DELETE in its entirety and SUBSTITUTE with the following:
1. No payment shall be made for the use of tools which have a replacement value of $200 or less.
2. Regardless of ownership, the rates and delay factors to be used in determining equipment rental costs shall not exceed those listed in the latest edition of the Caltrans publication entitled “Labor Surcharge and Equipment Rental Rates” preceding the date t he Work is accomplished. The latest edition of the Caltrans publication is available at www.dot.ca.gov.
The delay factors therein shall be used as multipliers of the rental rates for determining the value of costs for delay to the Contractor and Subcontractors, if any. The labor surcharge rates published therein are not a part of this Contract.
3. Contractor shall be entitled to a rental rate adjustment when Contractor can substantiate that the rental rates prevailing locally exceed the published rates by more than 15%. For equipment not listed in the Caltrans publication, rental rates shall not exc eed listed rates prevailing locally at equipment rental agencies or distributors at the time the Work is performed.
4. Whenever possible, Extra Work shall be accomplished using equipment available on Site or owned by Contractor. If a specific piece of equipment shall be rented to be used exclusively for the Extra Work, the rental rate shall be the invoiced rate. The rental rates paid shall
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all incidentals. Necessary loading and transportation costs for equipment used on the Extra Work shall be included.
5. If rental equipment is not being used or used intermittently and could be returned to its rental source rather than holding it at the Work Site, the Contractor shall return the equipment at no expense to the Agency unless Contractor elects to keep it at the Work Site at Contractor’s expense.
6. The reported rental time for equipment already at the Work Site shall be the duration of its use on the Extra Work. This time shall begin when equipment is first used on Extra Work, plus the time required to move it from its previous site and back or from its previous site to a closer site.
7. All equipment shall be acceptable to the Engineer, in good working condition, and suitable for the purpose for which it is to be used.
7-4.2.3 Materials.
Section not used.
7-4.2.4 Invoices.
Vendors’ invoices for material, equipment rental and other expenditures shall be submitted with the request for payment. If the request for payment is not substantiated by invoices or other documentation, the Agency may establish the cost of the item involved at the lowest price which was current at the time of the report.
7-4.3 Markup.
7-4.3.1 Work by the Contractor.
DELETE in its entirety and REPLACE with the following:
The following percentages shall be added to the Contractor’s costs and shall constitute the markup for all overhead and profits:
Labor 20
Materials 15
Equipment Rental 15
Other Items and Expenditures 15
To the sum of the costs and markups provided for in this section, 1 % shall be added as compensation for bonding.
7-4.3.2 Work by a Subcontractor.
DELETE in its entirety and REPLACE with the following:
When all or any part of the Extra Work is performed by a Subcontractor, the markup established in 7-4.3.1 shall be applied to the Subcontractor’s actual cost of such Work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the Extra Work and a markup of 5 percent on Work added in excess of $5,000 of the subcontracted portion of the Extra Work may be added by the Contractor.
■■
01 11 20 MEASUREMENT AND PAYMENT Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
7-4.4 Daily Reports.
ADD the following:
Payment for Extra Work will not be made until such time that the Contractor submits completed daily reports and all supporting documents to the Engineer.
When the price for the Extra Work cannot be agreed upon, the Contractor shall submit a daily report to the Engineer on forms approved by the Agency. Included are applicable delivery tickets, listing all labor, materials, and equipment involved for that day , and other services and expenditures when authorized. Payment for Extra Work will not be made until such time that the Contractor submits completed daily reports and all supporting documents to the Engineer.
Failure to submit the daily report by the close of the next Working Day may waive any rights for that day. An attempt shall be made to reconcile the report daily, and it shall be signed by the Engineer and the Contractor. In the event of disagreement, pertinent notes shall be entered by each party to e xplain points which cannot be resolved immediately. Each party shall retain a signed copy of the report. Reports by Subcontractors or others shall be submitted through the Contractor.
The report shall:
1. Show names of workers, classifications, and hours worked.
2. Describe and list quantities of materials used.
3. Show type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable.
4. Describe other services and expenditures in such detail as the Agency may require.
SECTION 8 – FACILITIES FOR AGENCY PERSONNEL
Section not used.
END OF SECTION
■■
01 41 26 PERMIT REQUIREMENTS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
SECTION 2
01 41 26 PERMIT REQUIREMENTS
PART 1 GENERAL
1.01 WORK COVERED BY CONTRACT DOCUMENTS
a. The Contractor is responsible to obtain all local, state and federal permits and licenses required to perform the Work. Payment for obtaining and complying with permits and licenses including, but not limited to, general construction permits, building permits, grading permits, encroachment permits, haul route permits, excavation permits, drilling permits, water discharge permits, temporary easements, licenses, inspection fees, and Federal, State and local taxes shall be borne by the Contractor and shall be included in prices Bid for Work for which such costs are appurtenant. b. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations such as, but not limited to, permits required for sewage bypass pumping or discharge; Night Work; overload; blasting or demolition or for any permit related to the operation of equipment used in such Work.
c. The Contractor shall obtain and pay for all permits for the disposal of all waste or surplus materials removed from the Project. The cost of the permit(s) shall be included in the price for the Bid items requiring the permits and no additional compensation will be allowed for them.
d. The Contractor shall provide a copy of the permit or license to the Agency prior to performing the Work requiring the permit or license.
e. Contractor shall pay for all fees applicable to Contractor’s operations. f. Contractor shall not begin Work until all permits applicable to the Work are obtained.
Permits shall be maintained in valid status until acceptance of the Work by the Agency. g. The Contractor shall pay all business taxes or license fees that are required for the Work.
1. To the extent that there is a change in the type or cost of any permits, fees, licenses, or inspections after Contract award, there shall be an equitable adjustment in the Contract Price on account of such change under the Extra Work provisions.
2. The Contractor shall comply with and give notices required by Applicable Laws.
The Contractor is not entitled to damages or additional payment for delays attributable to the acquisition of permits.
3. The Contractor shall pay the Agency for regulatory fees, fines, or penalties imposed on the Agency arising from the Contractor’s failure to complete the Work in accordance with the Contract Documents.
■■
01 41 26 PERMIT REQUIREMENTS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
h. The Contractor shall obtain, pay for, and comply with required permits, licenses, work permits, and authorizations from appropriate agencies, including the following:
1. Licenses
i. Before submitting Bids, Contractors shall be licensed in accordance with provisions of Chapter 9, Division 3, of the Business and Professions Code. ii. City of Carlsbad Business License.
i. The Agency will obtain for the Contractor, the following:
1. CEQA Notice of Exemption
2. NEPA documents
3. City of Carlsbad Building Permit
1.02 HAUL ROUTE PERMIT
Section not used.
1.03 TRAFFIC CONTROL PLANS
Section not used.
1.04 RAILROAD
Section not used.
1.05 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)/ GENERAL PERMIT Section not used.
1.06 OTHER PERMIT
Section not used.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
■■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
01 50 00 TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 PAYMENT
Section not used.
1.02 FIELD OFFICE
Section not used.
1.03 WATER
a. Water in reasonable amounts required for and in connection with the Work to be performed will be furnished at existing fire hydrants by Agency without charge to Contractor. Contractor shall furnish necessary pipe, hose, nozzles, and tools and shall perform all necessary labor. Contractor shall make arrangements with the appropriate water department (who will fix the time, rate, and duration of each withdrawal from the distribution system) as to the amount of water required and the time when the water will be needed. Unnecessary waste of water will not be tolerated. Special hydrant wrenches shall be used for opening and closing fire hydrants. In no case shall pipe wrenches be used for this purpose.
b. All water required for and in connection with the Work to be performed will be furnished by Agency in the vicinity of the Site without charge to Contractor, provided:
a. Contractor shall procure such water in the location and in the manner designated by Engineer.
b. Contractor at its own expense shall make authorized connections and provide means for delivering the water to the Site.
c. Contractor shall provide adequately against waste and needless use of water.
1.04 POWER
a. Temporary Lighting and Heating. Contractor under Contract shall provide temporary heat and light for all buildings, to protect the Work and maintain suitable working conditions.
Temporary heat and light shall be maintained until Work under Contract has bee n accepted by Agency.
b. Heating equipment and fuels shall be suitable for the particular purpose and shall include adequate safety devices. Combustion type heaters shall not be used without proper venting nor in areas where such equipment might introduce a hazard. Heat from Owner's existing facilities shall not be used.
c. All enclosed areas shall be ventilated (using forced -draft equipment when necessary) as required to maintain proper conditions for workers and the Work and to avoid any accumulation of hazardous dust or fumes.
d. Power for heating, lighting, and operation of Contractor's plant and equipment in connection with the Work to be done under this Contract shall be provided by Agency without charge to Contractor, subject to the following conditions:
1. The existing heating system at each location will remain in operation and may be utilized by Contractor to the extent available.
■■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
2. Existing lighting systems at each location may be utilized by Contractor to the extent available. Any necessary additional or temporary lighting systems shall be provided by Contractor at no additional cost to Owner.
3. Power will be available at 120 volts, 60 Hz, single phase and 240/ 480 volts, 60 Hz, 3 phase.
4. Contractor at its own expense shall make authorized connections to the existing power sources and shall extend temporary service lines to the required areas.
Temporary wiring shall conform to Article 305 of the NEC.
5. Contractor shall at all times provide adequately against waste and needless use of power. Electrical power shall be used only in such quantities as will not interfere with Owner's requirements, and care shall be taken not to overload the existing facilities. Contractor shall provide any additional or temporary electrical power or power of other voltages it may require for prosecution of the Work. e. These provisions shall not be construed as a guarantee by Agency of the uninterrupted continuation of power, and interruptions beyond the control of Agency shall not be reason for claims for additional costs nor for extensions of time. Contractor shall provide, at no additional cost to Agency, any necessary power required for prosecution of the Work during such interruptions.
1.05 SANITARY FACILITIES
a. Contractor shall furnish temporary sanitary facilities at the Site, as provided in the Contract, for the needs of all construction workers and others performing Work or furnishing services on the Project.
b. Sanitary facilities shall be of reasonable capacity, properly maintained throughout the construction period, and obscured from public view to the greatest practical extent. If toilets of the chemically treated type are used, at least 1 toilet will be furni shed for each 20 persons. Contractor shall enforce the use of such sanitary facilities by all personnel at the Site.
1.06 VOICE AND DATA SERVICES
Section not used.
1.07 CONSTRUCTION AIDS
a. Contractor shall furnish, install, maintain, and operate all construction aids required by it and its Subcontractors in the performance of the Work, except as otherwise provided in the Contract.
b. Contractor under Contract shall provide construction aids necessary for the performance of Work by other Contractors on the Project. Such construction aids shall be suitable for conditions encountered and shall include:
1. Elevators and hoists
2. Cranes
3. Temporary enclosures
4. Swing staging
5. Scaffolding
6. Temporary stairs
■■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
c. Construction aids shall be furnished without charge to the other Contractors, and all necessary erection, maintenance, and operating personnel shall be included. In the event of conflict, the Contractor furnishing the equipment shall determine priorities in the best interest of the Project.
d. The use of any plant equipment, whether furnished and installed under this Contract or not, including elevators, shop cranes, heating, ventilating, air conditioning, and plumbing fixtures, shall be only with Agency's written permission.
1.08 MAINTENANCE OF TRAFFIC
a. Contractor shall conduct its Work to interfere as little as possible with public travel, whether vehicular or pedestrian. Whenever it is necessary to cross, obstruct, or close roads, driveways, and walks, whether public or private, Contractor shall provide and maintain suitable and safe bridges, detours, or other temporary expedients for the accommodation of public and private travel, and shall give reasonable notice to owners of private drives before interfering with them. Such maintenance of traffic will not be required when Contractor has obtained permission from the Agency and tenant of private property, or from the authority having jurisdiction over public property involved, to obstruct traffic at the designated point.
b. Detours. Where required by the authority having jurisdiction thereover that traffic be maintained over any Construction Work in a public street, road, or highway, and the traffic cannot be maintained on the alignment of the original roadbed or pavement, Contractor shall, at its own expense, construct and maintain a detour around the Construction Work. Each detour shall include a bridge across the pipe trench and all necessary barricades, guardrails, approaches, lights, signals, signs, and other devices and precautions necessary for protection of the Work and safety of the public.
1.09 BARRICADES AND LIGHTS
a. All streets, roads, highways, and other public thoroughfares which are closed to traffic shall be protected by effective barricades on which shall be placed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway o r street on each side of the blocked section.
b. All open trenches and other excavations shall have suitable barricades, signs, and lights to provide adequate protection to the public. Obstructions, such as material piles and equipment, shall be provided with similar warning signs and lights. c. All barricades and obstructions shall be illuminated with warning lights from sunset to sunrise. Material storage and conduct of the Work on or alongside public streets and highways shall cause the minimum obstruction and inconvenience to the traveling public. d. All barricades, signs, lights, and other protective devices shall be installed and maintained in conformity with applicable statutory requirements and, where within railroad and highway rights-of-way, as required by the authority having jurisdiction thereover.
1.10 FENCES
a. All existing fences affected by the Work shall be maintained by Contractor until completion of the Work. Fences which interfere with construction operations shall not be relocated or dismantled until written permission is obtained from the owner of the fence, ■■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
and the period the fence may be left relocated or dismantled has been agreed upon.
Where fences must be maintained across the construction easement, adequate gates shall be installed. Gates shall be kept closed and locked at all times when not in use. b. On completion of the Work across any tract of land, Contractor shall restore all fences to their original or to a better condition and to their original locations.
1.11 PROTECTION OF PUBLIC AND PRIVATE PROPERTY
a. Contractor shall protect, shore, brace, support, and maintain all underground pipes, conduits, drains, and other underground construction uncovered or otherwise affected by its construction operations. All pavement, surfacing, driveways, curbs, walks, buildings, utility poles, guy wires, fences, and other surface structures affected by construction operations, together with all sod and shrubs in yards, parkways, and medians, shall be restored to their original condition, whether within or outside the easeme nt. All replacements shall be made with new materials.
b. No trees shall be removed outside the permanent easement, except where authorized by the Engineer or Consulting Engineer. Whenever practicable, Contractor shall tunnel beneath trees in yards and parking lots when on or near the line of trench. Hand excavation shall be employed as necessary to prevent injury to trees. Trees left standing shall be adequately protected against damage from construction operations. c. Contractor shall be responsible for all damage to streets, roads, highways, shoulders, ditches, embankments, culverts, bridges, and other public or private property, regardless of location or character, which may be caused by transporting equipment, materi als, or workers to or from the Work Site or any part of it, whether by Contractor or its Subcontractors. Contractor shall make satisfactory and acceptable arrangements with the owner of, or the agency or authority having jurisdiction over, the damaged prop erty concerning its repair or replacement or payment of costs incurred in connection with the damage.
d. All fire hydrants and water control valves shall be kept free from obstruction and available for use at all times.
1.12 DAMAGE TO EXISTING PROPERTY
a. Contractor will be held responsible for any damage to existing structures, Work, materials, or equipment because of its operations and shall repair or replace any damaged structures, Work, materials, or equipment to the satisfaction of, and at no additional cost to, Agency.
b. Contractor shall protect all existing structures and property from damage and shall provide bracing, shoring, or other work necessary for such protection. c. Contractor shall be responsible for all damage to streets, roads, curbs, sidewalks, highways, shoulders, ditches, embankments, culverts, bridges, or other public or private property, which may be caused by transporting equipment, materials, or workers to o r from the Work Site. Contractor shall make satisfactory and acceptable arrangements with the agency having jurisdiction over the damaged property concerning its repair or replacement.
■■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
1.13 TREE AND PLANT PROTECTION
a. All trees and other vegetation which must be removed to perform the Work shall be removed and disposed of by Contractor; however, no trees or cultured plants shall be unnecessarily removed unless their removal is indicated on the Drawings. All trees and plants not removed shall be protected against injury from construction operations. b. Trees considered by Engineer to have any significant effect on construction operations are indicated on the Drawings and those which are to be preserved are so indicated. c. Contractor shall take extra measures to protect trees designated to be preserved, such as erecting barricades, trimming to prevent damage from construction equipment, and installing pipe and other Work by means of hand excavation or tunneling methods. Such trees shall not be endangered by stockpiling excavated material or storing equipment against their trunks.
d. When injuring or removal of trees designated to be preserved cannot be avoided, or when removal and replacement is indicated on the Drawings, each tree injured beyond repair or removed shall be replaced with a similar tree of the nearest size possible. e. All trimming, repair, and replacement of trees and plants shall be performed by qualified nursery workers or horticulturists.
1.14 SECURITY
a. Contractor shall be responsible for protection of the Site, and all Work, materials, equipment, and existing facilities thereon, against vandals and other unauthorized persons.
b. No claim shall be made against Agency by reason of any act of an employee or trespasser, and Contractor shall make good all damage to Agency’s property resulting from Contractor's failure to provide security measures as specified. c. Security measures shall be at least equal to those usually provided by Agency’s to protect Agency’s existing facilities during normal operation, but shall also include such additional security fencing, barricades, lighting, watchman services, and other measures as required to protect the Site.
1.15 ACCESS ROADS
Section not used.
1.16 PARKING
a. Contractor shall provide and maintain suitable parking areas for the use of all workers and others performing Work or furnishing services in connection with the Project, as required to avoid any need for parking personal vehicles where they may interfere w ith public traffic, Agency’s operations, or construction activities.
1.17 NOISE CONTROL
a. Contractor shall take reasonable measures to avoid unnecessary noise. Such measures shall be appropriate for the normal ambient sound levels in the area during working hours. All construction machinery and vehicles shall be equipped with practical sound - muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work.
■■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
b. During construction activities on or adjacent to occupied buildings, and when appropriate, Contractor shall erect screens or barriers effective in reducing noise in the building and shall conduct its operations to avoid unnecessary noise which might interfere with the activities of building occupants.
1.18 DUST CONTROL
a. Contractor shall take reasonable measures to prevent unnecessary dust. Earth surfaces subject to dusting shall be kept moist with water or by application of a chemical dust suppressant. When practicable, dusty materials in piles or in transit shall be cove red to prevent blowing dust.
b. Buildings or operating facilities which may be affected adversely by dust shall be adequately protected from dust. Existing or new machinery, motors, instrument panels, or similar equipment shall be protected by suitable dust screens. Proper ventilation shall be included with dust screens.
1.19 TEMPORARY DRAINAGE PROVISIONS
a. Contractor shall provide for the drainage of storm water and such water as may be applied or discharged on the Site in performance of the Work. Drainage facilities shall be adequate to prevent damage to the Work, the Site, and adjacent property. b. Existing drainage channels and conduits shall be cleaned, enlarged, or supplemented as necessary to carry all increased runoff attributable to Contractor's operations. Dikes shall be constructed as necessary to divert increased runoff from entering adjacen t property (except in natural channels), to protect Agency’s facilities and the Work, and to direct water to drainage channels or conduits. Ponding shall be provided as necessary to prevent downstream flooding.
1.20 EROSION CONTROL
a. Contractor shall prevent erosion of soil on the Site and adjacent property resulting from its construction activities. Effective measures shall be initiated prior to the commencement of clearing, grading, excavation, or other operation that will disturb the natural protection.
b. Work shall be scheduled to expose areas subject to erosion for the shortest possible time, and natural vegetation shall be preserved to the greatest extent practicable. Temporary storage and construction buildings shall be located, and construction traffic routed, to minimize erosion. Temporary fast-growing vegetation or other suitable ground cover shall be provided as necessary to control runoff.
1.21 POLLUTION CONTROL
a. Contractor shall prevent the pollution of drains and watercourses by sanitary wastes, sediment, debris, and other substances resulting from construction activities. No sanitary wastes shall be permitted to enter any drain or watercourse other than sanitary sewers.
No sediment, debris, or other substance shall be permitted to enter sanitary sewers, and reasonable measures shall be taken to prevent such materials from entering any drain or watercourse.
■■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
1.22 PEST CONTROL
Section not used.
1.23 RODENT CONTROL
a. Section not used.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
■■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
AGENCY TECHNICAL SPECIFICATIONS / PROJECT MANUAL
City of Carlsbad
2075 Las Palmas Drive
Carlsbad, CA 92011
Roof Replacement Technical Specifications
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
TABLE OF CONTENTS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
Summary Scope of work
070150.19 Preparation for Re-roofing
075416 Adhered Single Ply Roofing
099653 Elastomeric Wall Coatings
112429 Facility Fall Protection
OTHER
Exhibit A - City Furnished Material List
Exhibit B - 30-year QA NDL system warranty
Exhibit C - Detail and Overview Roof drawings
SUMMARY SCOPE OF WORK
1. Properly remove and dispose of existing roofing, insulation and flashings to substrate.
Inspect existing plywood decking and replace any defective plywood with new 15/32" APA rated plywood sheeting. Contractor shall include 5% allowance for deck replacement in their bid price.
2. Remove and replace primary roof drains on east side of roof with new 1010 Smith Cast Iron roof drain assemblies with cast iron drain domes. Drain shall have a no hub connection and be properly secured and sealed to existing drain line. Provide and install cast iron covers for overflows on east side of roof. Remove and replace drain domes on west side of roof with new cast iron domes.
3. Remove and replace condensation clamping rings with new cast iron rings.
4. AC unit #1 and split system condensing unit shall be lifted to allow for re-roofing underneath, fabricate and install wood curbs under units with 8" clearance above roof line, install high temp peel and stick membrane on top of new curbs, 24 gage sheet metal cap, and properly re-install and secure units per Exhibit C.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
5. Install 1 layer 1.8" Isocyanurate insulation over entire roof, mechanically fasten per detail drawings (Exhibit C) with #14 fasteners and 3" plates, install tapered iso crickets behind curbs and at perimeter waterways to provide positive slope to drain, set in low rise foam adhesive, install 1/4" dens deck prime cover board set in low rise foam adhesive.
6. Install KEE Fleece back membrane system in low VOC membrane adhesive applied at 1 gallon per square. Mechanically secure membrane at perimeter edges and flashing terminations with #15 fasteners and 2 3/8" membrane plates, 12" on center.
7. Install KEE flashing membrane per warranty detail requirements. Seal and secure with termination bar of butyl tape at perimeter edge 6" on center and caulk with polyurethane sealant. Install new 24 gage skirt metal counterflashing at AC units and coping metal detail, secure 12" on center. Clean and reseal coping joints with Tremseal Pro.
8. Remove and replace designated skylight with new curb mounted skylight to match existing and install Cal-OSHA approved safety screen cover. Remove all other skylights and install wood support sized to match existing framing and 15/32" plywood sheeting, completely cover with new insulation and roof membrane.
9. Install new KEE walkway surface leading from roof access locations to and around all service locations on roof. contractor shall include bid allowance of 360 linear feet in bid price.
10. Replace service line supports with new Dura-Blok recycled rubber supports set on KEE protection mat.
11. Replace T-Top vents with new KEE Clad Cylindrical vent covers.
12. Saw cut reglet a minimum of 10" above finished roof surface and install new 2 piece counterflashing at perimeter parapet wall. Saw cut of reglet shall be done during approved off hours to minimize disruption to ongoing operations. Waterproof inside of parapet wall above counterflashing with elastomeric wall coating system.
13. Provide the City of Carlsbad with 30-year QA NDL system warranty.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
SECTION 070150.19 - PREPARATION FOR RE-ROOFING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Roof replacement preparation consisting of full roof tear-off of entire roof system.
2. Removal of flashings and counter flashings.
3. Replace any damaged decking as required. Contractor shall include 5% deck replacement in their base bid price. Contractor shall also provide a unit square foot price to replace damaged decking. If the amount of deck replacement exceeds 5%, contractor s hall receive a change order ( Unit square foot price x square footage in excess of 5%).
Contractor shall provide a credit to the City if the amount of deck replacement is less than 5% ( Unit square foot price x square footage less than 5% ).
4. Remove of owner designated skylights and obsolete equipment.
1.2 DESCRIPTION OF WORK
A. Re-roofing preparation Work consists of the following:
1. Preparation for Replacement of roof:
a. Preparation for: Roof replacement.
b. Existing Roof Type: Smooth surfaced BUR.
c. Existing Deck Type: Wood deck.
d. Roof tear-off.
e. Removal of base flashings.
1.3 MATERIALS OWNERSHIP
A. Except for items or materials indicated to be reused, reinstalled, or otherwise indicated to remain City's property, demolished materials shall become Contractor's property and shall be removed from Project site.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
1.4 DEFINITIONS
A. Roofing Terminology: Refer to ASTM D1079 "Standard Terminology Relating to Roofing and Waterproofing" and glossary in applicable edition of NRCA's "The NRCA Roofing Manual:
Membrane Roof Systems" for definition of terms related to roofing work in this Section.
B. Existing Roofing System: Roofing system identified above, including roof covering/membrane, roof insulation, surfacing, and components and accessories between deck and roof covering/membrane.
C. Full Roof Tear-Off: Removal of existing membrane roofing system from deck.
D. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging.
E. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations.
F. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.
1.5 PREINSTALLATION MEETINGS
A. Preliminary Roofing Conference: Before starting removal Work, conduct conference at Project site.
1. Coordinate with roofing pre -installation meetings specified in Division 07 roofing section(s).
2. Review methods and procedures related to roofing tear-off, including, but not limited to, the following:
a. Reroofing preparation, including roofing system manufacturer's written instructions.
b. Existing roof drains and roof drainage during each stage of reroofing, and roof-drain plugging and plug removal.
c. Construction schedule and availability of materials, Installer's personnel, equipment, and facilities needed to avoid delays.
d. Existing roof deck conditions requiring City notification. e. Existing roof deck removal procedures and City notifications. f. Condition and acceptance of existing roof deck and base flashing substrate for reuse.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
g. Structural loading limitations of roof deck during reroofing. h. Base flashings, special roofing details, drainage, penetrations, equipment curbs, and condition of other construction that affect reroofing. i. Asbestos removal and discovery of asbestos-containing materials.
1.6 PROJECT / FIELD CONDITIONS
A. City will occupy portions of building immediately below reroofing area.
1. Conduct reroofing so City's operations will not be disrupted.
2. Provide City with not less than 48 hours' written notice of activities that may affect City's operations.
3. Coordinate work activities daily with City so City can place protective dust or water leakage covers over sensitive equipment or furnishings, shut down HVAC and fire -alarm or -detection equipment if needed, and evacuate occupants from below the work area.
4. Before working over structurally impaired areas of deck, notify City to evacuate occupants from below the affected area.
a. Verify that occupants below the work area have been evacuated before proceeding with work over the impaired deck area.
B. Protect building to be reroofed, adjacent buildings, walkways, site improvements, exterior plantings, and landscaping from damage or soiling from reroofing operations.
C. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities.
D. Limit construction loads on roof to rooftop equipment wheel loads and uniformly distributed loads not exceeding recommendations of Contractor's professional engineer based upon site inspection and analysis.
E. Weather Limitations: Proceed with reroofing preparation only when existing and forecasted weather conditions permit Work to proceed without water entering existing roofing system or building.
1. Remove only as much roofing in one day as can be made watertight in the same day.
F. Daily Protection: Coordinate installation of roofing so insulation and other components of roofing system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is forecast.
G. Hazardous Materials: It is not expected that hazardous materials such as asbestos -containing materials will be encountered in the Work.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
1. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify City.
PART 2 - PRODUCTS
2.1 DECK REPAIR/REPLACEMENT MATERIALS
A. Wood Roof Deck Components:
1. Roof Sheathing:
a. Plywood Roof Sheathing: APA-Rated Exterior, Structural I sheathing. 1) Span Rating: Not less than 32/16.
2) Nominal Thickness: Not less than 15/32 inch.
2. Fasteners: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. a. For roof sheathing, provide fasteners with hot -dip zinc coating complying with ASTM A153/A 153M or Type 304 stainless steel.
1) Nails, Brads, and Staples: ASTM F1667.
2) Power-Driven Fasteners: NES NER-272.
3) Wood Screws: ASME B18.6.1.
PART 3 - EXECUTION
3.1 PREPARATION, GENERAL
A. Roof Drain Protection: Maintain roof drains in functioning condition to ensure roof drainage at end of each workday.
1. Prevent debris from entering or blocking roof drains and conductors. a. Use roof-drain plugs specifically designed for this purpose. b. Remove roof-drain plugs at end of each workday, when no work is taking place, or when rain is forecast.
3.2 ROOF TEAR-OFF
A. Notify City each day of extent of roof tear-off proposed for that day.
B. Lower removed roofing materials to ground and onto lower roof levels, using dust-tight chutes or other acceptable means of removing materials from roof areas.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
C. Roof Tear -Off: Remove existing 3 ply BUR roofing membrane and other membrane roofing system components down to the deck.
D. Inspect wood blocking, curbs, and nailers for deterioration and damage.
1. Replace existing wood components that exhibit signs of deterioration or other conditions detrimental to securement of roofing system components, including roof edge flashings.
2. Reuse of Existing Wood Nailers: Permitted where type, size and securement are in accordance with Factory Mutual Loss Prevention Data Bulletin 1 -49; and existing wood nailers exhibit no signs of deterioration or other conditions detrimental to securement of new roofing system in conformance with specified requirements.
3.3 DECK PREPARATION
A. Inspect deck after tear-off of membrane roofing system.
B. Verify that deck is sound and dry.
C. If broken or loose fasteners that secure deck panels to one another or to structure are observed or if deck appears or feels inadequately attached, immediately notify City. Do not proceed with installation until directed by City.
D. Unsuitable Deck: If deck surface is not suitable for receiving new roofing or if structural integrity of deck is suspect, immediately notify City. Do not proceed with installation until directed by City.
3.4 DECK REPAIR/REPLACEMENT
A. Repair existing deck to provide smooth working surface for installation of roof system.
1. Replace deck that cannot be repaired to sound condition.
3.5 DISPOSAL
A. Collect demolished materials and place in containers. Promptly dispose of demolished materials.
Do not allow demolished materials to accumulate on-site.
1. Storage or sale of demolished items or materials on-site is not permitted.
B. Transport and legally dispose of demolished materials off City's property.
3.6 CLEANING
A. Clean adjacent structures and improvements of dust, dirt, and debris caused by preparation for re-roofing operations. Return adjacent areas to condition existing before operations began.
END OF SECTION 070150.19
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
SECTION 075416 - KETONE ETHYLENE ESTER (KEE) ROOFING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Adhered thermoplastic KEE roofing system on wood deck, including:
2. Roof insulation.
3. Roof insulation cover board.
4. Walkway material.
5. Products in bold italics listed in Part2 – Products, will be furnished by the City of Carlsbad using its authority under California Multiple Award Schedule (CMAS ) Contract # 4-21-03-1001. Reference Attachment "A" for City Furnished Materials.
1.2 DEFINITIONS
A. Roofing Terminology: Refer to ASTM D1079 "Standard Terminology Relating to Roofing and Waterproofing" and glossary in applicable edition of NRCA's "The NRCA Roofing Manual:
Membrane Roof Systems" for definition of terms related to roofing work in this Section.
1.3 PREINSTALLATION MEETINGS
A. Pre-installation Roofing Conference: Conduct conference at Project site.
1. Review drawings and specifications.
2. Review methods and procedures related to roofing installation, including manufacturer's written instructions.
3. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.
4. Examine substrate conditions and finishes for compliance with requirements, including flatness and fastening.
5. Review structural loading limitations of roof deck during and after roofing.
6. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
7. Review temporary protection requirements for roofing system during and after installation.
1.4 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: For roofing system. Include plans, elevations, sections, details, and attachments to other work.
1. Base flashings and membrane terminations.
a. Indicate details meet requirements of NRCA and FMG required by this Section.
2. Roof plan showing types and orientation of roof deck and orientation of membrane roofing and fastening spacings and patterns for mechanically fastened membrane roofing if applicable.
3. Insulation fastening patterns for corner, perimeter, and field-of-roof locations.
C. Samples for Verification: For the following products:
1. Sheet roofing, of color specified, including T-shaped side and end lap seam.
2. Walkway pads or rolls.
1.5 INFORMATIONAL SUBMITTALS
A. Contractor's Product Certificate: Submit certificate, indicating products intended for Work of this Section, including product names and numbers and manufacturers' names, with statement indicating that products to be provided meet the requirements of the Contract Documents.
B. Qualification Data: For Installer, Manufacturer and Roofing Inspector.
1. Include letter from Manufacturer written for this Project indicating approval of Installer.
C. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system complies with requirements specified in "Performance Requirements" Article.
1. Submit evidence of compliance with performance requirements. a. Include: UL listing certificate.
2. Product Compatibility: Indicate manufacturer has verified compatibility of roofing system components, including but not limited to: Roofing membrane, flashing sheets, adhesives, and sealants.
D. Warranties: Unexecuted sample copies of special warranties.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
E. Inspection Reports: Reports of Roofing Inspector. Include weather conditions, description of work performed, tests performed, defective work observed, and corrective actions taken to correct defective work.
1. Submit reports within 24 hours after inspection.
1.6 CLOSEOUT SUBMITTALS
A. Executed copies of warranties.
B. Maintenance Data: To include in maintenance manuals.
1.7 QUALITY ASSURANCE
A. Installer Qualifications: An employer of workers trained and certified by manufacturer, including a full -time on -site supervisor with a minimum of five years' experience installing products comparable to those specified, able to communicate verbally with C ontractor, and employees, and qualified by the manufacturer to install manufacturer's product and furnish warranty of type specified.
B. Manufacturer Qualifications: Approved manufacturer listed in this Section, UL listed for roofing systems comparable to that specified for this Project, with minimum five years' experience in manufacture of thermoplastic roof membrane products in successful use in similar applications.
C. Roofing Inspector Qualifications: A technical representative of manufacturer not engaged in the sale of products and experienced in the installation and maintenance of the specified roofing system, qualified to perform roofing observation and inspection sp ecified in Field Quality Control Article, to determine Installer's compliance with the requirements of this Project, and approved by the manufacturer to issue warranty certification. The Roofing Inspector shall be one of the following:
1. An authorized full-time technical employee of the manufacturer.
D. Manufacturer's Installation Instructions: Obtain and maintain on -site access to manufacturer's written recommendations and instructions for installation of products.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, approval or listing agency markings, and directions for storing and mixing with other components.
B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight.
1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation.
D. Handle and store roofing materials and place equipment in a manner to avoid permanent deflection of deck.
1.9 PROJECT / FIELD CONDITIONS
A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements.
B. Daily Protection: Coordinate installation of roofing so insulation and other components of roofing system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is forecast.
1. Provide tie-offs at end of each day's work to cover exposed roofing and insulation with a course of roofing sheet securely in place with joints and edges sealed.
2. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing.
3. Remove temporary plugs from roof drains at end of each day.
4. Remove and discard temporary seals before beginning work on adjoining roofing.
1.10 WARRANTY
A. Manufacturer's Warranty: Roof System Manufacturer's Quality Assurance NDL system warranty in which Manufacturer agrees to repair or replace components of roofing system that fail in materials or workmanship within warranty period, as follows.
1. Form of Warranty: Manufacturer's standard warranty form.
2. Scope of Warranty: Work of this Section and including sheet metal details and termination details installed by the roof system Installer and approved by the Roof System Manufacturer.
3. Warranty Period: 30 years from date of completion.
B. Manufacturer Inspection Services: By manufacturer's technical representative, to report maintenance responsibilities to City necessary for preservation of City's warranty rights. The cost of manufacturer's inspections is included in the Contract Sum.
1. Inspections to occur in following years: 2, 5, 10, 15, 20 and 25 following completion.
C. Installer Warranty: Installer's warranty signed by Installer, as follows.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
1. Form of Warranty: Form acceptable to Roofing Manufacturer and City.
2. Scope of Warranty: Work of this Section.
3. Warranty Period: 5 years from date of completion.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Source Limitations: Obtain components for roofing system from same manufacturer as membrane roofing or manufacturer approved by membrane roofing manufacturer.
2.2 PERFORMANCE REQUIREMENTS
A. General Performance: Installed membrane roofing and base flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Membrane roofing and base flashings shall remain watertight.
1. Accelerated Weathering: Roofing system shall withstand 10,000 hours of exposure when tested according to ASTM G152, ASTM G154, or ASTM G155.
2. Impact Resistance: Roof membrane shall resist impact damage when tested according to ASTM D3746/D3746M, ASTM D4272/D4272M, or the "Resistance to Foot Traffic Test" in FM Approvals 4470.
B. Roofing System Design: Provide membrane roofing system that is identical to systems that have been successfully tested by a qualified testing and inspecting agency in accordance with ANSI/FM 4474, UL 580, or UL 1897, and to resist uplift pressures calculated in accordance with ASCE-7 and applicable code.
C. Flashings and Fastening: Provide base flashings, perimeter flashings, detail flashings and component materials and installation techniques that comply with requirements and recommendations of the following:
1. FM Global 1-49: Loss Prevention Data Sheet for Perimeter Flashings.
2. FM Global 1-29: Loss Prevention Data Sheet for Above Deck Roof Components.
3. NRCA Roofing Manual (Sixth Edition) for construction details and recommendations.
4. SMACNA Architectural Sheet Metal Manual (Seventh Edition) for construction details.
D. Exterior Fire-Test Exposure: ASTM E108, Class A; for application and roof slopes indicated, as determined by testing identical membrane roofing materials by a qualified testing agency.
Materials shall be identified with appropriate markings of applicable testing agency.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
E. Fire-Resistance Ratings: Comply with fire-resistance-rated assembly designs indicated. Identify products with appropriate markings of applicable testing agency.
F. Energy Performance: Roofing system shall have an initial solar reflectance index of not less than
0.70 and an emissivity of not less than 0.75 when tested according to CRRC-1.
2.3 MATERIALS, GENERAL
A. Material Compatibility: Roofing materials shall be compatible with one another and adjacent materials under conditions of service and application required, as demonstrated by roof membrane manufacturer based on testing and field experience.
2.4 THERMOPLASTIC MEMBRANE MATERIALS
A. KEE Roof Membrane:
1. Thermoplastic Ketone Ethylene Ester (KEE) coated polyester fabric -reinforced fleece - backed sheet, ASTM D6754 .
a. Basis of design product: Tremco, TremPly KEE FB Single Ply Roof Membrane. b. Breaking Strength, minimum, ASTM D751: Machine direction, 500 lbf (87 kN/m); Cross machine direction 400 lbf (70 kN/m).
c. Tear Strength, minimum, ASTM D751: Machine direction, 125 lbf (22 kN/m); Cross machine direction (145 lbf (25 kN/m).
d. Elongation at Break, ASTM D751: 20 percent.
e. Dynamic Impact/Puncture Resistance, ASTM D5635: Pass. f. Minimum Membrane Thickness, nominal, less backing, ASTM D751: 60 mils (1.5 mm).
g. Thickness over fiber, optical method: 0.016 inches.
h. Accelerated Weathering, ASTM G155 and ASTM G154: Not greater than 5,000 hr., no cracking or crazing.
i. Abrasion Resistance, ASTM D3389: Not greater than 2,000 cycles, H -18 wheel, 1,000 g load.
j. Color: White.
k. Solar Reflectance Index (SRI), ASTM E1980: 110 (White, initial), 86 (White, 3 -yr aged).
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
B. Sheet Flashing: Manufacturer's standard, smooth -backed, sheet flashing of same material, type, reinforcement, thickness and color as KEE roof membrane.
2.5 AUXILIARY ROOFING MATERIALS
A. General: Auxiliary membrane roofing materials recommended by roofing system manufacturer for intended use, and compatible with membrane roofing.
1. Liquid-type auxiliary materials shall comply with VOC limits of authorities having jurisdiction.
B. Membrane Bonding Adhesive:
1. Bonding adhesive, waterborne low -VOC, for bonding KEE fleece -backed single ply membranes and flashings to substrates.
a. Basis of design product: Tremco, TremPly KEE FB WBII Bonding Adhesive. b. VOC, maximum, ASTM D3960: 153 g/L.
C. Flashing Membrane Adhesive:
1. Bonding adhesive, solvent based fast drying, VOC -compliant, for bonding KEE smooth- backed single ply membranes and flashings to substrates. a. Basis of design product: Tremco, TremPly KEE LV Bonding Adhesive. b. VOC, maximum, ASTM D 3960: 200 g/L.
D. Metal Termination Bars: Manufacturer's standard, predrilled stainless-steel or aluminum bars, approximately 1 by 1/8 inch (25 mm by 3 mm) thick; with anchors.
E. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion- resistance provisions in FM Approvals 4470, designed for fastening components to substrate, and acceptable to membrane roofing system manufacturer.
F. Joint Sealant: Elastomeric joint sealant compatible with roofing materials, with movement capability appropriate for application.
1. Joint Sealant, Polyurethane: ASTM C920, Type S, Grade NS, Class 50 single -component moisture curing sealant, formulated for compatibility and use in dynamic and static joints; paintable.
a. Basis of design product: Tremco, TremSEAL Pro.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
b. Volatile Organic Compounds (VOC), maximum, ASTM D3960: 40 g/L. c. Hardness, Shore A, ASTM C661: 40.
d. Adhesion to Concrete, ASTM C794: 35 pli.
e. Tensile Strength, ASTM D412: 350 psi (2410 kPa).
f. Color: White.
G. Prefabricated Pipe Flashings: As recommended by roof membrane manufacturer.
H. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, T -joint covers, lap sealants, termination reglets, and other accessories.
2.6 ROOF INSULATION MATERIALS
A. General: Preformed roof insulation boards manufactured or approved by roofing manufacturer, selected from insulation manufacturer's standard sizes, suitable for application, and of thicknesses indicated.
1. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated, not less than two times the roof slope.
B. Roof Insulation: Provide roof insulation product in thicknesses indicated in Part 3 as follows:
1. Board Insulation, Polyisocyanurate: CFC- and HCFC- free, with recycled content glass-fiber mat facer on both major surfaces, ASTM C1289 Type II Class 1. a. Compressive Strength, ASTM D1621: Grade 2: 20 psi (138 kPa). b. Conditioned Thermal Resistance at 75 deg. F (24 deg. C): 14.4 at 2.5 inches (50.8 mm) thick.
2.7 ROOF INSULATION ACCESSORIES
A. Cover Board:
1. Gypsum panel, glass-mat-faced, primed, ASTM C1177/C1177M. a. Basis of design product: Georgia Pacific DensDeck Prime or equal. b. Board Size: 4' x 4' x 1/4".
B. Cover Board Adhesive:
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
1. Urethane adhesive, bead-applied, low -rise two -component solvent -free low odor, formulated to adhere roof insulation to substrate.
a. Basis of design product: Tremco, Low Rise Foam Insulation Adhesive. b. Flame Spread Index, ASTM E84: 10.
c. Smoke Developed Index, ASTM E84: 30.
d. Volatile Organic Compounds (VOC), maximum, ASTM D3960: 0 g/L. e. Tensile Strength, minimum, ASTM D412: 250 psi (1720 kPa). f. Peel Adhesion, minimum, ASTM D903: 17 lbf/in (2.50 kN/m). g. Flexibility, 70 deg. F (39 deg. C), ASTM D816: Pass.
C. Insulation Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion-resistance provisions in FM Approvals 4470, designed for fastening roof insulation and cover boards to substrate, and acceptable to roofing system manufacturer.
2.8 WALKWAY MATERIALS
A. Walkway / Protection Mat Material:
1. Walkway roll, reinforced KEE membrane roll with serrated slip -resistant surface, fabricated for heat welding to compatible KEE membrane surface. a. Basis of design product: Tremco, TremPly KEE Walkway Roll. b. Roll Size: 30 inches by 100 ft Thickness: 0.047 inch (0.6 mm). c. Breaking strength: 56 lbs (9.8 kN/m).
d. Color: Light yellow.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with the following requirements and other conditions affecting performance of roofing system:
1. Verify that roof openings and penetrations are in place and curbs are set and braced and that roof drain bodies are securely clamped in place.
2. Verify that wood cants, blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thicknesses of insulation.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
3. Wood Roof Deck: Verify that deck is sound and dry and securely fastened with no projecting fasteners and with no adjacent units in excess of 1/16 inch (1.6 mm) out of plane relative to adjoining deck.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions. Remove sharp projections.
B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof-drain plugs when no work is taking place or when rain is forecast.
C. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system at the end of the workday or when rain is forecast. Remove and discard temporary seals before beginning work on adjoining roofing.
3.3 INSTALLATION, GENERAL
A. Install roofing system in accordance with manufacturer’s written instructions and approved details.
B. NRCA Installation Details: Install roofing system in accordance with applicable NRCA Manual Plates and NRCA recommendations; modify as required to comply with manufacturer's approved details and perimeter fastening requirements of FM Global references if applicable.
3.4 INSULATION INSTALLATION
A. Comply with membrane roofing system and insulation manufacturer's written instructions for installing roof insulation.
B. Tapered Insulation and Crickets: Install tapered insulation under area of roofing to conform to slopes indicated.
1. Where crickets are indicated or required to provide positive slope to drain, make slope of crickets minimum of two times the roof slope, not less than 1/4 inch in 12 inches (1:48).
2. Install crickets on high sides of all curb flashings and enlarge crickets at perimeter edges to provide positive slope to drain.
C. Install insulation under area of roofing to achieve required thickness. Where overall insulation thickness is 2.7 inches (70 mm) or greater, install two or more layers with joints of each succeeding layer staggered from joints of previous layer a minimum of 6 inches (150 mm) in each direction.
■■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
1. Flat Insulation System on Sloped Roof Deck: Install insulation at minimum thickness as follows:
a. Minimum total thickness of Continuous Insulation: 1.8 inches.
2. Insulation Drain Sumps: Tapered insulation sumps, not less than 2 by 2 ft. (600 by 600 mm), sloped to roof drain; sump to maximum depth of not more than 1 inch (25 mm) less than the Project -stipulated continuous insulation thickness based upon code requirements.
D. Trim surface of insulation where necessary at roof drains so completed surface is flush and does not restrict flow of water.
E. Install insulation with long joints of insulation in a continuous straight line with end joints staggered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch (6 mm) with insulation.
1. Cut and fit insulation within 1/4 inch (6 mm) of nailers, projections, and penetrations.
F. Mechanically Fastened Insulation: Install each layer of insulation and secure to deck using mechanical fasteners specifically designed and sized for fastening specified board -type roof insulation to deck type.
1. Fasten insulation to resist uplift pressure at corners, perimeter, and field of roof.
G. Cover Boards: Install cover boards over insulation with long joints in continuous straight lines with end joints staggered between rows. Offset joints of insulation below a minimum of 6 inches (150 mm) in each direction. Loosely butt cover boards together.
1. Secure cover boards to resist uplift pressure at corners, perimeter, and field of roof.
2. Adhere cover boards by setting in ribbons of bead -applied insulation adhesive, firmly pressing and maintaining cover board in place.
3.5 ADHERED MEMBRANE ROOFING INSTALLATION
A. Adhere membrane roofing over area to receive roofing and install according to membrane roofing system manufacturer's written instructions.
B. Start installation of membrane roofing in presence of membrane roofing system manufacturer's technical personnel.
C. Accurately align membrane roofing and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps.
D. Water-Based Bonding Adhesive: Apply to substrate at rate required by manufacturer. Install membrane immediately into adhesive, avoiding any air entrapment; do not allow adhesive to dry. Roll membrane into wet adhesive. Do not apply adhesive to splice area of membrane. ■■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
E. In addition to adhering, mechanically fasten membrane roofing securely at terminations, penetrations, and perimeter of roofing.
F. Apply membrane roofing with side laps shingled with slope of roof deck where possible.
G. Welded Seams: Clean seam areas, overlap membrane roofing, and hot -air weld side and end laps of membrane roofing and sheet flashings according to manufacturer's written instructions to ensure a watertight seam installation.
1. Test lap edges with probe to verify seam weld continuity. Apply lap sealant to seal cut edges of sheet membrane.
2. Verify field strength of seams a minimum of twice daily and repair seam sample areas.
3. Repair tears, voids, and lapped seams in roofing that does not comply with requirements.
H. Spread sealant bed over deck drain flange at roof drains and securely seal membrane roofing in place with clamping ring.
3.6 BASE FLASHING INSTALLATION
A. Install sheet flashings and preformed flashing accessories and adhere to substrates according to membrane roofing system manufacturer's written instructions.
B. Apply bonding adhesive to substrate and underside of sheet flashing at required rate and allow to partially dry. Do not apply to seam area of flashing.
C. Flash penetrations and field -formed inside and outside corners with cured or uncured sheet flashing.
D. Clean seam areas, overlap, and firmly roll sheet flashings into the adhesive. Hot -air weld side and end laps to ensure a watertight seam installation.
E. Seal top termination of base flashing with a metal termination bar and a continuous bead of joint sealant.
3.7 WALKWAY INSTALLATION
A. Flexible Walkways: Install walkway products in locations indicated. Heat weld to substrate
3.8 FIELD QUALITY CONTROL
A. Roofing Reports: Manufacturer's field technical services shall provide daily project site visits and quality assurance progress reports with photos
B. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion.
■■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
C. Repair or remove and replace components of membrane roofing system where inspections indicate that they do not comply with specified requirements.
D. Additional inspections, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.
3.9 PROTECTING AND CLEANING
A. Protect membrane roofing system from damage and wear during remainder of construction period. When remaining construction will not affect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written repo rt, with copies to City's Consultant and City.
B. Correct deficiencies in or remove membrane roofing system that does not comply with requirements; repair substrates; and repair or reinstall membrane roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements.
C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.
END OF SECTION 075416
■■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
SECTION 099653 - ELASTOMERIC WALL COATINGS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes surface preparation and application of elastomeric coatings to the following exterior vertical substrates:
1. Concrete.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Samples for Initial Selection: For each type of elastomeric coating.
1.3 DELIVERY, STORAGE, AND HANDLING
A. Store materials not in use in tightly covered containers in well -ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F.
1. Maintain containers in clean condition, free of foreign materials and residue.
2. Remove rags and waste from storage areas daily.
1.4 FIELD CONDITIONS
A. Apply coatings only when temperature of surfaces to be coated and ambient air temperatures are between 50 and 90 deg F unless otherwise permitted by manufacturer's written instructions.
B. Do not apply coatings in snow, rain, fog, or mist; when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces not in compliance with requirements in Article 3.1 Examination.
C. Allow wet surfaces to dry thoroughly and attain temperature and conditions specified before starting or continuing coating operation.
PART 2 - PRODUCTS
2.1 EXTERIOR WATERBORNE, PIGMENTED ACRYLIC ELASTOMERIC COATINGS A. Coatings, General: Materials for use within each paint system shall be compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
1. For each coat in a paint system, products shall be recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.
B. Acrylic Coating, Elastomeric: High -solids breathable acrylic polymer coating formulated for use on masonry, EIFS, stucco and metal substrates.
1. Tremco, Solargard Hy-Build.
2. Tensile Strength at 77 deg. F, (25 deg. C): 375 psi (2585 kPa).
3. Tear Resistance, ASTM D522: 135 lbf/in (23 kN/m).
4. Elongation at 77 deg. F, (25 deg. C) ASTM D2370: 200 percent.
5. Flexibility at -15 deg F (-26 deg C), ASTM D522: Pass 1/2 inch mandrel bend.
6. Solids by volume, minimum ASTM D5201): 50 percent.
7. Water Vapor Permeance, ASTM E96: 12 perms.
8. Minimum Thickness, Wall Applications: 24 mils (0.60 mm) wet.
C. Primer, Masonry: Acrylic primer formulated for use on masonry, EIFS, stucco, and other cementitious surfaces, and wood.
1. Tremco, Solargard Masonry Primer.
2. Flexibility at -15 deg F (-26 deg C), ASTM D1737: Pass 1/8 inch mandrel bend.
3. Solids by volume, percent: 40 percent.
4. VOC: 62 g/L.
2.2 ACCESSORY MATERIALS
A. Crack Fillers: Elastomeric coating manufacturer's recommended, factory -formulated crack fillers or sealants, including crack filler primers, compatible with substrate and other materials indicated. Solarguard Acrylic Sealer.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions, with Applicator present, for compliance with manufacturer's requirements for maximum moisture content, alkalinity, and other conditions affecting performance of work.
B. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
C. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry.
3.2 PREPARATION
A. Comply with manufacturer's written instructions and recommendations in the "MPI Architectural Painting Specification Manual" applicable to substrates and coating systems indicated.
B. Remove hardware and hardware accessories, plates, machined surfaces, light fixtures, and similar items already installed that are not to be coated. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and coating.
1. After completing coating operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any.
C. Clean substrates of substances that could impair bond of coatings, including dirt, oil, grease, and incompatible paints and encapsulants. Do not coat surfaces if moisture content or alkalinity of surfaces to be coated exceeds that permitted in manufacturer's written instructions.
1. Remove incompatible primers and reprime substrate with compatible primers as required to produce coating systems indicated.
2. Perform cleaning and coating application so dust and other contaminants from cleaning process will not fall on wet, newly coated surfaces.
D. Crack Repair: Fill cracks according to manufacturer's written instructions before coating surfaces.
3.3 APPLICATION
A. Apply elastomeric coatings according to manufacturer's written instructions.
1. Use equipment and techniques best suited for substrate and type of material being applied.
2. Coat surfaces behind movable items the same as similar exposed surfaces.
3. Apply each coat separately according to manufacturer's written instructions.
B. Primers: Apply at a rate to ensure complete coverage.
C. Elastomeric Finish Coat: Apply in number and thickness of coats indicated in Part 2 product listing.
D. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform finish, color, and appearance.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
E. Apply coatings to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, or other surface imperfections. Cut in sharp lines and color breaks.
F. Apply coatings to prepared surfaces as soon as practicable after preparation and before subsequent surface soiling or deterioration.
3.4 FIELD QUALITY CONTROL
3.5 CLEANING AND PROTECTION
A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site.
B. After completing coating application, clean spattered surfaces. Remove spattered coatings by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces.
C. Protect work of other trades against damage from coating application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition.
D. At completion of construction activities, touch up and restore damaged or defaced coated surfaces.
3.6 ELASTOMERIC COATING SCHEDULE
A. Concrete Substrates:
1. Elastomeric Coating System:
a. Prime Coat: As recommended in writing by topcoat manufacturer. b. Topcoat: Elastomeric, pigmented, exterior, water-based coating.
END OF SECTION 099653
SECTION 112429.02 - FACILITY FALL PROTECTION, PORTABLE
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Fall protection systems, including:
1. Roof hatch rail systems, non-penetrating.
2. Skylight screen systems.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
1.2 REFERENCES
A. General: Applicable edition of references cited in this Section is current edition published on date of issue of Project specifications, unless otherwise required by building code in force.
B. American National Standards Institute (ANSI) www.ansi.org:
1. A 21.1 - Safety Requirements for Floor and Wall Openings, Railings and Toe Boards.
2. A 58.1 - Minimum Design Loads in Buildings and Other Structures.
3. A 117.1 - Accessible and Usable Buildings and Facilities.
C. ASTM International (ASTM) www.astm.org:
1. ASTM A 36/A 36M - Standard Specification for Carbon Structural Steel.
2. ASTM A 47 - Standard Specification for Ferritic Malleable Iron Castings.
3. ASTM A 53/A 53M - Standard Specification for Pipe, Steel, Black and Hot -Dipped, Zinc- Coated, Welded and Seamless.
4. ASTM A 153 - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware.
D. Code of Federal Regulations (CFR):
1. 29 CFR 1910.23 - Occupational Safety and Health Standards: Walking-Working Surfaces - Guarding floor and wall openings and holes
E. California Occupational Safety & Health Administration (CAL OSHA):
1. 1620 - Design of Temporary Railing.
2. 1621 - Railings and Toe Boards.
3. 1633 - Elevator Shafts to be Guarded.
4. 3209 - Standard Guardrails.
5. 3210 - Guardrails at Elevated Locations.
6. 3211 - Wall Openings.
7. 3212 - Floor Openings, Floor Holes and Roofs.
8. 3213 - Service Pits and Yard Surface Openings.
9. 3214 - Stair Rails and Handrails.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
F. Society for Protective Coatings (SSPC) www.sspc.org:
1.3 COORDINATION
A. Coordinate layout and location of facility fall protection with City.
1.4 CLOSEOUT SUBMITTALS
A. Operation and maintenance data.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Single Source: Provide fall protection components from a single manufacturer through a single source, unless otherwise indicated.
2.2 PERFORMANCE REQUIREMENTS
A. Occupational Safety and Health Standards: Provide fall protection components complying with requirements of 29 CFR 1910.23, including structural performance.
B. Structural Performance: Railings, including attachment to building construction, shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated:
C. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes.
2.3 ROOF HATCH RAIL SYSTEMS
A. Roof Hatch Safety Railing System: Manufacturer's standard system including pipe, fittings, and accessories attached to roof hatch, complying with requirements of authorities having jurisdiction.
1. Height: 42 inches (1067 mm) above finished roof deck.
2. Posts and Rails: 1.50-inch- (38-mm-) ID welded steel pipe. a. Post and Rail Tops and Ends: Weather resistant, closed or plugged with prefabricated end fittings.
b. Provide weep holes or another means to drain entrapped water in hollow sections of handrail and railing members.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
c. Fabricate joints exposed to weather to be watertight.
3. Maximum Opening Size: System constructed to prevent passage of a sphere 21 inches (533 mm) in diameter.
4. Self-Latching Gate: Fabricated of same materials and rail spacing as safety railing system.
Provide manufacturer's standard hinges and self-latching mechanism.
5. Fasteners: Manufacturer's standard, finished to match railing system.
6. Finish: Galvanized, exposed.
2.4 SKYLIGHT SCREEN SYSTEMS
A. Skylight Screen Systems, General: Fall protection screen components including wire mesh screen, frame, fittings, and accessories as required for complete installation complying with requirements of authorities having jurisdiction.
1. Application: Curb-mounted perimeter screen frame.
2. Application: Standing seam metal roof -mounted perimeter screen frame clamped to standing seams with puncture-free set screws.
3. Application: Ribbed or corrugated metal roof-mounted perimeter screen frame.
4. Frames: Formed galvanized steel sheet.
5. Screen: Welded wire steel mesh, galvanized, 2 by 2 inches (51 by 51 mm).
2.5 MATERIALS, STEEL
A. Provide galvanized finish for all steel and cast iron components.
B. Tubing: ASTM A 500 (cold formed) or ASTM A 513.
C. Pipe: ASTM A 53/A 53M, Grade A, Standard Weight (Schedule 40), unless another grade and weight are required by structural loads.
D. Plates, Shapes, and Bars: ASTM A 36/A 36M.
E. Cast Iron Fittings: Malleable iron, ASTM A 47/A 47M.
2.6 FITTINGS AND FASTENERS
A. General: Provide Type 304 or Type 305 stainless-steel fasteners.
B. Fittings: Malleable cast iron, ASTM A 47, galvanized according to ASTM A 153.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
C. Fasteners for Anchoring Railings to Other Construction: Select fasteners of type, grade, and class required to produce connections suitable for anchoring railings to other types of construction indicated and capable of withstanding design loads.
D. Fasteners for Anchoring Railings to Other Construction: Select fasteners of type, grade, and class required to produce connections suitable for anchoring railings to other types of construction indicated and capable of withstanding design loads.
1. Material: Alloy Group 1 (A1) stainless-steel bolts, ASTM F 593 (ASTM F 738M), and nuts, ASTM F 594 (ASTM F 836M).
2.7 MISCELLANEOUS MATERIALS
A. Galvanizing Repair Paint: High -zinc-dust-content paint complying with SSPC -Paint 20 and compatible with paints specified to be used over it.
2.8 FABRICATION
A. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch (1 mm) unless otherwise indicated. Remove sharp or rough areas on exposed surfaces.
B. Form work true to line and level with accurate angles and surfaces.
C. Nonwelded Connections: Connect members with concealed mechanical fasteners and fittings.
Fabricate members and fittings to produce flush, smooth, rigid, hairline joints.
D. Form changes in direction by inserting prefabricated elbow fittings.
E. Close exposed ends of railing members with prefabricated end fittings.
F. Brackets, Flanges, Fittings, and Anchors: Provide brackets, flanges, miscellaneous fittings, and anchors to interconnect railing members to other work unless otherwise indicated.
G. Woven-Wire Mesh Infill Panels: Fabricate infill panels from woven -wire mesh crimped into 1 - by-1/2-by-1/8-inch (25 -by-13-by-3-mm) metal channel frames. Make wire mesh and frames from same metal as railings in which they are installed.
2.9 STEEL AND IRON FINISHES
A. Comply with ASTM A 123/A 123M for hot-dip galvanized railings.
B. Comply with ASTM A 153/A 153M for hot-dip galvanized hardware.
C. Powder-Coat Finish: Comply with coating manufacturer's written instructions for cleaning, conversion coating, and applying and baking finish.
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations, dimensions, and other conditions affecting performance of the Work.
B. Verify that roof assembly is sound, dry, smooth, clean, sloped for drainage, securely anchored and ready for placement of fall protection.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION
A. Install fall protection to comply with requirements of 29 CFR 1910.29 and authorities having jurisdiction.
B. Set fall protection components accurately in location, alignment, and elevation; measured from established lines and levels and free of rack.
1. Do not weld, cut, or abrade surfaces of components that are coated or finished after fabrication and that are intended for field connection by mechanical or other means without further cutting or fitting.
2. Set components plumb within a tolerance of 1/8 inch in 3 feet (4 mm in 1 m).
3. Align horizontal members so variations from level for horizontal members and variations from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet (6 mm in 3.5 m).
C. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials.
D. Coordinate review of installation by City's safety director prior to turnover to City.
3.3 REPAIR AND CLEANING
A. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas, and repair galvanizing to comply with ASTM A 780/A 780M.
END OF SECTION 112429.02
I ■
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
Exhibit A
City Purchased Material List for Roofing Projects at the Following Site:
2075 Las Palmas Drive Carlsbad, CA 92011
The following material list is to be included in the bid form and signed/dated by the Contractor. Failure to provide this information will render your bid unresponsive. The owner is purchasing the following list of materials from CMAS contract # 4-21-03-1001 . Only these materials, in the quantities listed, will be supplied by the City.
The Contractor is responsible for purchasing any additional material directly from the roofing material manufacturer required to complete the project at the Contractor’s cost. The contractor is also responsible for ALL other items not on this list necessary for the completion of work specified. This includes, but is not limited to, fasteners, wood components, insulation, tapered insulation, cants, sheet metal, warranty charges, and other consumable materials.
The unloading of material and the storage of said material in a secure area is the sole responsibility of the Contractor. Any unused material will become the property of the Contractor at the completion of the project.
Material Quantity Container Size
Kee 60 mil FB Field Membrane 51 Rolls ................................. 72" x 80' Kee 60 Mil flashing ....... 7 Rolls .................................. 37" x 80' Kee Stripping Ply .............................. 3 Rolls ..................................... 6" x 100' Kee FBII Membrane Adhesive 38 ........................................... 5 gallon Kee LV Flashing Adhesive .................. 3 ................................ 5 gallon KEE T-Joint Covers .............................. 2 Boxes ................................ 100 per box.
KEE Universal Corners ......................... 5 Boxes ................................. 20 per box KEE Pipe Boots 1" - 6" ................ 1 Boxes .................................. 8 per box Kee Unreinforced Membrane .................. 1 Roll ...................................... 24" x 50' Tremseal Pro White................................... 2 Cases .................................... 30 per case KEE Walkway Roll Yellow ....................... 3 Rolls ..................................... 30" x 100' Low Rise Foam Insulation Adhesive ........ 50 Containers .......................... 4-5 square kit.
Solarguard Masonry Primer ..........................2 .............................................. 5 gallon Solarguard Hy-Build Wall Coating .............. 5 ............................................... 5 gallon Solarguard Acrylic Sealer .......................... 2 .............................................. 1 gallon
Bidding Contractor:_____________________________________________________________ Contractor Signature:___________________________________________________________ Date:____________________________________
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
Exhibit B
CITY WARRANTY FORM FOR EXECUTION BY MANUFACTURER AND CONTRACTOR
LAS PALMAS BUILDING ROOF WARRANTY
CONTRACT NO. 4752
Separate from the Contractor’s Guarantee Form, the City has developed a Warranty Form for execution and submission by the Roofing Materials Manufacturer and the Roofing Contractor.
This document is to be signed, notarized and returned to the City upon completion of the contract work. The contract work will not be determined “Complete” until this form has been executed and accepted by the City. An alternate version of this form may be submitted providing that the language on this City Form is replicated in its entirety and not contradicted on such alternate form.
Warranty No: _________________ Building Owner: The City of Carlsbad, California
• Building Name: Las Palmas
Address: 2075 Las Palmas Dr., Carlsbad, CA 92011
Contractor: ___________________________________
___________________________________
___________________________________
Date of Project Substantial Completion (SC): ______ Date of Final Roof Inspection: _______ Roof Area Warranted ____________ square feet
This Warranty is effective for thirty (30) years; from ______________ through ______________ (SC Date)
Manufacturer and Type of Roofing System Installed: ___________________________________ ___________________________________________________________________________ ______________________________,(“Manufacturer”) warrants to the City of Carlsbad (“City"), that subject to the terms, conditions, and limitations stated herein, Manufacturer will cause to be repaired, any leaks originating in the roof system (the “System”) indicated above as applied to the building which are caused by defects in the materials supplied by Manufacturer or defects in workmanship by a Manufacturer’s Authorized Applicator for a period of thirty (30) years commencing with the date of Substantial Completion provided by the city for the installation of the System with no monetary limit with respect to System repair costs.
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
TERMS, CONDITIONS, LIMITATIONS
1. City is required to notify Manufacturer on the first business day immediately following the discovery of each leak in the System and confirm in writing within one (1) week.
2. If on Manufacturer’s inspection, Manufacturer determines that the leak is caused by a defect in the Manufacturer’s material supplied by Manufacturer to the Manufacturer’s Authorized Applicator for this building or the workmanship of the Manufacturer’s Authorized Applicator, except as provided in the following paragraph four (4) below, Manufacturer’s liability shall be limited to Manufacturer’s repair of the System, including membrane, insulation and cover board, and the replacement of materials in the System or the substrate under the system, which are determined by Manufacturer and City to be damaged by the leak.
3. Manufacturer shall not be responsible for the removal or cost of removal and/or reinstallation of any components/ materials installed over the Manufacturer’s System, including but not limited to, insulation, drainage mat, filter fabric, growing medium, plant life, pavers, gravel, concrete or walkways.
4. This warranty does not apply and may be null and void if any of the following occur:
a. The System is damaged by a natural disaster, including without limitation, earthquake, lightning, hail, windstorm, hurricane, tornado, winds in excess of 60 mph or flood; or
b. The System is damaged by any act of negligence, accident, or misuse including but not limited to, vandalism, falling objects, civil disobedience, or act of war; or
c. The System is damaged by the use of materials not supplied by or approved of in writing by Manufacturer; or
d. A deficient pre-existing condition or equipment is causing water entry; or
e. There are any alterations or repairs made on or through the completed System, or objects such as but not limited to fixtures, equipment or structures are placed on or attached to the completed System without first obtaining written authorization from Manufacturer; or
f. Failure by City to use reasonable care in maintaining the System; or
g. Loss of integrity of the building envelope and/or structure including, but not limited to, partial or complete loss of decking, wall siding, windows, doors or other envelope components, or from damage by windblown objects; or
h. The System is damaged by structural failures, including without limitation, settling or shifting of the building or movement or cracking or deflection of the roof deck and/or roof structure; or
i. The System is damaged by chemical conditions, animals, insects, or other conditions not disclosed in writing to Manufacturer prior to the date of this Warranty; or
---
01 50 00 TEMPORARY FACILITIES CONTROLS Date Printed: November 8, 2023 Document Version: 1.0 Current Update: October 2022
j. Deficient design applied to the System such as contact with incompatible materials and/or substrates.
5. During the period of the Warranty, Manufacturer, its agents and employees, agree to request and coordinate escorted building access through the City Facilities Maintenance Department during regular business hours. Inspections and maintenance (including removal of debris from roof membranes and cleaning of drains and scuppers) will be performed at years 2 , 5, 10, 15, 20 and 25 of the thirty (30) year warranty period.
6. Should the System be concealed, the cost of exposure of the System for purposes of Manufacturer’s investigation and/or repair, shall be City’s responsibility.
7. City’s failure at any time to enforce any of the terms or conditions stated herein shall not be construed to be a waiver of such provision.
8. City is responsible to Manufacturer for all costs attributed to work performed as the result of service calls for items not covered under this Warranty.
9. This Warranty may only be transferred to a subsequent owner of the building within the applicable original warranty period. Under no circumstances, including but not limited to a warranty transfer, shall the original warranty period be deemed extended for any reason.
10. This Warranty shall not become effective unless and until signed by ____________________ (Manufacturer’s Authorized Applicator) and Manufacturer ___________________________.
11. Manufacturer shall not be responsible or liable for any consequential or incidental damages caused as a result an any leaks to areas below the roof substrate and its support framing, including other elements of the building structure or contents, loss of use of the structure or any component thereof, or damage to any personal property or persons.
12. This Warranty shall be governed by the laws of the State of California.
Manufacturer:
___________________ ______________________________ __________________ (Company name) Authorized Representative of Manufacturer Contact Phone Number
Contractor:
___________________ ______________________________ __________________ (Company name) Authorized Representative of Manufacturer Contact Phone Number
9449 Balboa Ave nue , S uite 270, San Diego, CA 921 23 | 619.299.5550 | bwesd.com | 1 of 1 Structural Engineering Civil Engineering Land Surveying
RESPONSE TO PLAN REVIEW COMMENTS
Date: October 25, 2023
Mr. John Maashoff, PE
City of Carlsbad Public Works Manager
Project: 4752 Las Palmas Roof Replacement – Carlsbad, CA
Structural Comments:
S1 a) Please see loads now notes on Sheet A3.1
b) Please see “For Reference Only” sheets from original construction set. Note, Units with an allowable load of 415 lbs noted on M/P-1; which exceeds the loads noted for current use. c) Skylights are typically between purlins with subpurlins removed at skylight. See Sheet S-1. d) See detail 1/S100 for infill framing.
S2 See weights noted on sheet A3.1, no unit exceeds 400 lbs.
B\VE
.........------ - - - ---- ---- established 1971
B\VE
established 1971
JOB NO. PAGE NO. S - ) 't) 0
PROJECT DATE J 0)2~) 2-o "2..)
SUBJECT '-/7 5 7-1.-.M PtJlM.Pr; ENGR INITIALS ~ Lv 1-.J ,~
i
I
---1--J -
--'--
--=-i--___ __.,__ __ f--
,1().
I 1t-f-µ:1L.L-e._ c;-¥1 LI l-,~
1---
(t-J) L'f-(. Svbyvrl~ .. s ~J )1iV\1'-'o,-J -Hfz."rJ
€., fr e:,i,.J I) -n, -Pu C'l.-1-I IJ
(D
08.07.2023
4752
SCOPE OF WORK
1. Properly remove and dispose of existing roofing, insulation and flashings to substrate. Inspect existing plywood decking and replace any defective plywood with new 15/32" APA rated plywood sheeting.
Contractor shall include 5% allowance for deck replacement in their bid price.
2. Remove and replace primary roof drains on east side of roof with new 1010 Smith Cast Iron roof drain assemblies with cast iron drain domes. Drain shall have a no hub connection and be properly secured and sealed to existing drain line. Provide and install cast iron covers for overflows on east side of roof. Remove and replace drain domes on west side of roof with new cast iron domes.
3. Remove and replace condensation clamping rings with new cast iron rings.
4. AC unit #1 and split system condensing unit shall be lifted to allow for re-roofing underneath, fabricate and install wood curbs under units with 8" clearance above roof line, install high temp peel and stick membrane on top of new curbs, 24 gage sheet metal cap, and properly re-install and secure units.
5. Install 1 layer 1.8" Isocyanurate insulation over entire roof, mechanically fasten per detail drawings (Exhibit B) with #14 fasteners and 3" plates, install tapered iso crickets behind curbs and at perimeter waterways to provide positive slope to drain, set in low rise foam adhesive, install 1/4" dens deck prime cover board set in low rise foam adhesive.
6. Install KEE Fleece back membrane system in low VOC membrane adhesive applied at 1 gallon per square. Mechanically secure membrane at perimeter edges and flashing terminations with #15 fasteners and 2 3/8" membrane plates, 12" on center.
7. Install KEE flashing membrane per warranty detail requirements.
Seal and secure with termination bar of butyl tape at perimeter edge 6" on center and caulk with polyurethane sealant. Install new 24 gage skirt metal counterflashing at AC units and coping metal detail, secure 12" on center. Clean and reseal coping joints with Tremseal Pro.
8. Remove and replace designated skylight with new curb mounted skylight to match existing and install Cal-OSHA approved safety screen cover. Remove all other skylights and install wood support framing 16" on center and 15/32" plywood sheeting, completely cover with new insulation and roof membrane.
9. Install new KEE walkway surface leading from roof access locations to and around all service locations on roof. contractor shall include bid allowance of 360 linear feet in bid price.
10. Replace service line supports with new Dura-Blok recycled rubber supports set on KEE protection mat.
11. Replace T-Top vents with new KEE Clad Cylindrical vent covers.
12. Saw cut reglet a minimum of 10" above finished roof surface and install new 2 piece counterflashing at perimeter parapet wall. Saw cut of reglet shall be done during approved off hours to minimize disruption to ongoing operations. Waterproof inside of parapet wall above counterflashing with elastomeric wall coating system.
CODE ANALYSIS
TOTAL BUILDING AREA: 22,120 SF
OCCUPANCY (CBC SECTION 305): B
CONSTRUCTION TYPE (CBC TABLE 602): V-B, FULLY SPRINKLERED HEIGHT & NUMBER OF STORIES 1 -STORY
BASIC ALLOWABLE AREA (CBC TABLE 506 2): 36,000 SF
ALLOWABLE AREA INCREASES: NIA
FIRE SPRINKLER INCREASE NIA
(CBC TABLE 506.2):
FRONTAGE INCREASE NIA
(CBC SECTION 506.3):
FRONTAGE INCREASE CALCULATIONS NIA
(CBC SECTION 506.2):
TOTAL ALLOWABLE AREA: 36,000 S.F.
RATIO OF PROPOSED/ALLOWED: 22,120 S.F. I 36,000 S.F.
= 0.61 < 1; OK
Ul
0 11)
N
\I
~
rC'I
z
- - - - - ----------
-:~l,1'v'-✓/\v ✓'v,"A"' .,,.." '-'"'-"'"-✓' ,,._v ✓'v'"-""-"'-l ""-''V'"V',✓--,'V'v"v''-./v-rV,/'v''v'V''J''c/v'v''V'".• ~• . !~ I
'""'"'"'"'"'"'"'"'"'"'"'"'"'"'"'"'"'"'"'"'"'"'"'"'"'/'g1;;· -- ... >\...--
EXIS1lNC SINQE STORY
BUllDINC 10 REMAIN
AREA OF WORK
\
\
\
\
\
\
\~ . Iµ
'· \l' \ IS' . -
\ 1:, ,~ ,%
C) \ -C) \ C)
',~
\
:,_---\
e,pC:i4E EA5EMENT LINE
SITE PLAN
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
E9
BUILDING DEPARTMENT NOTES
NO 1-IAZARDOUS MATEFaALS WILL 6E ST~D AND/~ U5ED WITMIN Tl-IE 6UILDING, WMICI-I EXCEED TME QUANTITIES LISTED IN 1.6.C. T A.6LES 301.1(1) AND 301.1/21.
ALL F¾>FEl<l l LINES, EASEMENTS AND 6UILDlr-.:;5, EXISTING, AND F'f<OPOSED, AAE &MOUN ON TMIS SITE FLAN.
STORMWATER POLLUTION
ST~TER POLLUTION FREVfNTION DEVICES AND PRACTICES SMALL 6E INSTALLED AND/~ INSTITUTED AS NECESSARY' TO ENSURE COMFI.IANCE TO Tl-IE CITY EROSION CONTROL FLAN A550CIATED WITM Till& PROJECT. ALL 5UCI-I 6E DEVICES AND PRACTICES SMALL 6E MAINTAINED, INSFECTED AND/~ MONIT~D TO ENSURE ADEQUACY AND ~Is A.INCTION ~T Tl-IE A.INCTION OF TME CON&T!sUCTION
PROJECT,
COMFLIANCE TO TME WATER QUALITY STANDARDS AND ANY EROSION CONTROL FLAN A550CIATED UITM TMIS PROJECT INCLUDES, 6UT 15 NOT LIMITED TO, Tl4E FOLLOWING,
REQUIREMENTS,
SEDIMENTS AND OTMER FOLLUT ANTS SMALL 6E RETAINED ON SITE UNTIL F!sOft:,,J. Y Dl5F05ED OF, AND MAY NOT 6E TR,:ljlj5FORTED FROM TME SITE VIA 614EET R.OW, &WALES, AREA DRAINS, NATURAL DRAINAGE COURSES ~ WIND.
STOCKPILE& OF EAR™ AND OTMER CON&TlsUCTION-RELATED MATERIAL& &MALL 6E PROTECTED FROM 6EING ~D FROM Tl4E SITE 6Y Tl-IE FOF<CES OF WIND AND WATER FLOW.
FUELS, OILS, SOL "1:NTS, AND OTMER TOXIC MA TEFaALS SMALL 6E ST~D
INACCORDANCE WITM TMEIR LISTING, AND ARE NOT TO CONTAMINATE TME SOIL AND 5Uf,fACE WATERS. ALL AFFROYED STORAGE CONTAINERS ARE TO 6E PROTECTED FROM Tl4E IIEATMER 5FILL6 MUCi-1 6E CLE""'1ED LIP IMMEDIATELY AND DISPOSED OF IN A Fl'<OFER M""'1NER 5FILLS MAY NOT 6E WASMED INTO Tl4E DRAINAGE SYSTEM, N~ 6E ALLOIIED TO SETTLE~ INFILTRATE INTO SOIL EXCESS~ WASTE CONCRETE MAY NOT 6E WA5MED INTO Tl4E R161.IC WAY~ ANY OTIIER DRAINAGE SYSTEM. FROYISIONS SMALL 6E MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL TMEY CAN 6E DISPOSED OF AS SOLID WASTES.
TRA5M AND CONST!sUCTION SOLID WASTES SMALL 6E DEPOSITED INTO A C0"1:RED RECEPTACLE TO FREv1:NT CONTAMINATION OF RAI-TER AND DISFERSAL 6Y WIND,
SEDIMENTS AND OTMER MATERIAL MAY NOT 6E TRACED FROM Tl4E SITE 6Y v1:MICULAR TRAFFIC. TME CONSTRUCTION ENTRANCE ROADWAYS MUST 6E ST A61LIZ!:D 50 AS TO INMl6IT SEDIMENTS FROM 6EING DEPOSITED INTO Tl-IE RJ6LIC WAY. ACCIDENTAL DEF061T5 SMALL 6E SU!:PT LIP IMMEDIATELY AND MAY NOT 6E WA51-IED DOWN 6Y RAIN ~ OTMER ME""'1S,
ANY SLOFES WITM DISTUR6ED SOILS~ REMOv1:D VEGETATION SMALL 6E ST A61LIZ!:D TO INMl61T EROSION 6Y WIND AND WATER
&TORM POLLUTION PREVENTION DEVICE& ANDI~ PRACTICES SMALL 6E MODIFIED AS NEEDED AS Tl4E PROJECT FROGRESSES TO ENSURE EFFECTlv1:NE56.
l)
z -0
.....J
::)
cc
.__ LU
~u
"""' - u u,_
-~ u,_
§.O
00V)
i<(
~~
~ .....J
<( c...
V)
:s
prime consultant
subconsultant
revisions:
drawing title:
"' V> "'O
~ C\1
~..c
r-.... ~ 0 C\1
NU
SITE PLAN
date:
drawn by:
project no:
sheet
A1.1
08.07.2023
4752
THERMOPLASTIC MEMBRANE MATERIALS
A. KEE Roof Membrane:
1.Thermoplastic Ketone Ethylene Ester (KEE) coated polyester fabric-reinforced fleece-backed sheet, ASTM D6754 . a. Basis of design product: Tremco, TremPly KEE FB Single Ply Roof Membrane. b. Breaking Strength, minimum, ASTM D751: Machine direction, 500 lbf (87 kN/m); Cross machine direction 400 lbf (70 kN/m).
c. Tear Strength, minimum, ASTM D751: Machine direction, 125 lbf (22 kN/m); Cross machine direction (145 lbf (25 kN/m). d. Elongation at Break, ASTM D751: 20 percent.
e. Dynamic Impact/Puncture Resistance, ASTM D5635: Pass. f. Minimum Membrane Thickness, nominal, less backing, ASTM D751: 60 mils (1.5 mm). g. Thickness over fiber, optical method: 0.016 inches. h. Accelerated Weathering, ASTM G155 and ASTM G154: Not greater than 5,000 hr., no cracking or crazing. i. Abrasion Resistance, ASTM D3389: Not greater than 2,000 cycles, H-18 wheel, 1,000 g load. j. Color: White.
k. Solar Reflectance Index (SRI), ASTM E1980: 110 (White, initial), 86 (White, 3-yr aged).
B. Sheet Flashing:
Manufacturer's standard, smooth-backed, sheet flashing of same material, type, reinforcement, thickness and color as KEE roof membrane.
C. Exterior Fire-Test Exposure
ASTM E108, Class A; for application and roof slopes indicated, as determined by testing identical membrane roofing materials by a qualified testing agency. Materials shall be identified with appropriate markings of applicable testing agency.
Lift HVAC system, re-roof underneath fabricate and install wood curbs under units with 8" clearance above roof line, install high temp peel and stick membrane on top of new curbs, 24 gage sheet metal cap, and properly re-install and secure units.
Remove skylight and install wood support framing 16" on center and 15/32" plywood sheeting, completely cover with new insulation and roof membrane. 0 ®
©
®
©
,
@
0 2 • • • , •
,
0 • ~
~-I e -1 1--1 ®
© ,
[±] ~ • .. ®
~
~
®
~ ~ ~ ~ ~ ©
..
©
~I ~I ~I ~I ~ ~I
~I -~r ~r ~r-~F· -~ @
0 , , ,
2 • • • • , •
NOTE: REFER TO STRUCTURAL SHEETS FOR ROOF
FRAMING INFORMATION
PROPOSED STRUCTURAL FLOOR PLAN 111&· = 1'-0"
PROPOSED FLOOR PLAN KEYNOTES
[I] EXISTING l<OOF ACCESS LADDEI-! TO 1-!EMAIN.
II] EXISTING S" DIA. STANDAAD FIFE COLU1N TO 1-!EMAIN.
[II EXISTING 24" DIA. CONCl-!ETE COl..lt'IN TO 1-!EMAIN.
G) EXISTING S-1/8' X 24" GUILAM 6EAM TO F<EMAIN.
[!j EXISTING S-1/8' X 22-1/2" GLULAM 6EAM TO 1-!EMAIN.
~ EXISTING S-1/8' X 19-1/2" c.LULAM 6EAM TO 1-!EMAN.
:·,?>'•!';~
< >::~_ ' ~1rP!c_..,~ •. ,·, ,.,-. ···:!'.
_,._
-'\, ,, -
0 ®
©
'
•
©
~
•
©
~
@
0 ii
2 0
2 NOTE:
•
t ;
-) ·_,;.
:,,,,· ,-
I
~
'
'
•
• .. , •
0 1--1 ®
©
®
#'
®
0 ~ ~
L1---
0 ' □
L ®
I
I
•
'
)
I
~ ¼ n ~
@ "'----m 1-
-
------i
0 • .. , •
EB
PROPOSED ROOF PLAN 111&·=1•-o-
PROPOSED ROOF PLAN KEYNOTES
[I] F<EMOYE AND INST ALL NEW l<OOF Dl-!AIN • ovei.FLOW.
II] EXISTING l<OOF HATCH TO 1-!EMAIN.
[II EXISTING i-lVAC EQUIPMENT TO 1-!EHAIN.
m
(.J
z -0
.....J
=> cc
.... LU 0
u "+-
,.,J
- u LL
-~ LL \
§.O
\
0 ~
N
a-. 00 V) ·-....
:.§ <( "'O ctS ·-C:
~~
en .... ctS 0
E "+-
·- I
.....J - Q) -ctS ctS .... <( a. u
c... ... en "'O ctS ctS - V) ..c i.n en
<( t-,... -.... 0 ctS .....J N u
prime consultant
subconsultant
revisions:
drawing title:
PROPOSED FLOOR
and ROOF PLANS
date:
drawn by:
project no:
sheet
A3.1
6"
RECAULK EXISTING RIGLET RECEIVER
EXISTING COUNTERFLASHING
TO REMAIN
NEW E.L.S. MASTIC TIE-OFF SYSTEM
EXISTING ROOFING TO REMAIN
EXISTING INSULATION
TO REMAIN
TERMINATION @ PARAPET
EXISTING ROOF SHEATHING
TO REMAIN
NEW TREMCO 1-PLY EMULSON ROOF COATING SYSTEM
3"
EXISTING INSULATON
TO REMAIN
EXISTING ROOF SHEATHING
TO REMAIN
EXISTING STRUCTURE
TO REMAIN
EXISTING ROOFING TO REMAIN
NEW TREMCO 1-PLY EMULSON
ROOF COATING SYSTEM
NEW 2X STRINGER
NEW PLYWOOD TO MATCH
EXISTING
NEW INSULATION TO MATCH
EXISTING
SKYLIGHT/ROOF HATCH UNIT
GROMMETTED FASTENER 12" O.C.
METAL EXTENDER PIECE W/
SEALANT ON BACKSIDE
FLASHING TO ACCEPTABLE
SUBSTRATE
NEW TREMCON 1-PLY EMULSON
ROOF COATING SYSTEM
EXISTING ROOFING TO REMAIN
4" MIN.
8" MIN.
YLIGHT/ROOF HATCH FLASH .
EXISTING INSULATION
TO REMAIN
EXISTING ROOF SHEATHING
TO REMAIN
NON-REMOVABLE UNIT
GROMMETTED FASTENER 12" O.C.
METAL EXTENDER PIECE W/ SIKA-FLEX-1A SEALANT ON BACKSIDE 8" MIN.
4" MIN.
EXISTING INSULATION
TO REMAIN
EXISTING ROOF SHEATHING
TO REMAIN
FLASHING TO ACCEPTABLE
SUBSTRATE
NEW TREMCON 1-PLY EMULSON
ROOF COATING SYSTEM
EXISTING ROOFING TO REMAIN
DRAIN STRAINER
CLAMPING RING W/SEALANT UNDER MEMBRANE
NEW MEMBRANE FLASHING
TAPERED EDGE SECURELY FASTENED AS REQUIRED
FASTENER AND WASHER AS REQUIRED
MASTIC
NEW TREMCO ROOFING SYSTEM
INSULATION SECURELY FASTENER
AIR/VAPOR BARRIER (AS REQUIRED)
STRUCTURAL DECK
NOTES:
1) EXISTING DRAIN BOWL, CLAMPING RING, AND DRAIN ACCESSORIES ARE TO BE CLEANED FREE OF ALL CONTAMINATES.
2) MEMBRANE MUST BE USED IN AREAS OF ASPHALT CONTAMINATION. 3) VAPOR BARRIER SHALL BE SEALED AT EDGES.
5/8" CD-X PLYWOOD
22 GAUGE LEVEL GALVANIZED IRON CAP
COUNTER FLASHING
8" MIN.
HVAC UNIT PLATFORM
EXISTING INSULATION
TO REMAIN
EXISTING ROOF SHEATHING
TO REMAIN
CANT STRIP
NEW TREMCON 1-PLY EMULSON
ROOF COATING SYSTEM. EXTEND TO
TOP OF PLATFORM
EXISTING ROOFING TO REMAIN
PIPE PENETRATION
6"
NEW E.L.S. MASTIC TIE-OFF SYSTEM
EXISTING ROOFING TO REMAIN
EXISTING INSULATION
TO REMAIN
EXISTING ROOF SHEATHING
TO REMAIN
NEW TREMCO 1-PLY EMULSON ROOF COATING SYSTEM
3"
SIDE ELEVATION
METAL COPING CAP W.
WATERTIGHT JOINTS
RUBBER SUPPORT
BLOCK WITH ROD AND
CLAMP
VARIES
EQUIPMENT BLOCK DETAIL
ROOF ASSEMBLY
EQUIPMENT BLOCK DETAIL
C UNIT PLATFORM
A
ADHERED SYSTEM - MECHANICALLY ATTACHED INSULATION
1 2
3 4
6 8
5 7
LOW RISE FOAM INSULATION ADHESIVE APPLICATION
PRE-MOLDED PIPE FLASHING
TYPICAL COVERS AT MEMBRANE T-LAPS
REGLET MA-MASONRY SAW-CUT INSTALLATION
TYPICAL WOOD OR SKYLIGHT CURB FLASHING T-BAR RESTRAINT
TYPICAL REINFORCED DRAIN FLASHING
FIELD FABRICATED PIPE FLASHING
08.07.2023
4752
1'I
~
a,-
N
N
~
4'
6" 18"
, I '
18" 6"
-1· , I
1'I
~
-• •
a,-
•
N
-• •
a,-
•
N
--
• •
a,-
•
N
-• • 1'I
~
4'
6"
1:::: jE---
ID
f
L
(I)
t
• • •
• • •
FIELD PATTERN 1-90
4'X8' = 11 PER BOARD
4'X4'= 6PERBOARD
TREMPLYKEE
ix,
ADHERED SYSTEM -MECHANICALLY ATTACHED
INSULATION (1.5" TO 1.9" THICKNESS)
1'I
~
a,-
N
;,
N
~
1-,J
~
(I)
&,
~
&,
~
ID
DWG NO. 05 N.T.S.
-a,
i
4'
6" 12" 12" 12" 6"
I' 'I' 'I' 'I
• • • •
• • • •
• • • •
• • • •
4'
1211 . 1211
' 12
11 ' 1211
I I I
• • •
• • •
• • •
PERIMETER PATTERN 1-90
NON-HURRICANE ZONE
4' X 8' = 16 PER BOARD
4' X 4' = 9 PER BOARD
IE-------------4' -------;,i j
'
-
-
BEAD OF TREMCO LOW RISE -
FOAM INSULATION ADHESIVE
4'
••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
••••••••••••••••••••••••••••••••
................................ --
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
Ill ■1■1■ 1■■■■1 ■ 1 ■ 1 ■ 1■1■111■■1■■
••••••••••••••••••••••••••••••••
~ rn w
0 rt rn
"'
FIELD -APPLICATION RA TE io
4 X 4 INSULATION BOARD
-TREMCO LOW RISE FOAM INSULATION
ADHESIVE
4' '
-
••••••••••••••••••••••••••••••••
-
••••••••••••••••••••••••••••••••• ti ••••••••••••••••••••••••••••••••• ci •••••••••••••••••••••••••••••••••
fu ••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••• ~ •••••••••••••••••••••••••••••••••
rn ;,-•••••••••••••••••••••••••••••••••
w •••••••••••••••••••••••••••••••••
~ •••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••• a. rn ••••••••••••••••••••••••••••••••• CX) ••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••
~
PERIMETERS -APPLICATION RA TE CORNER -APPLICATION RA TE 4 X 4 INSULATION BOARD
TREMPLYKEE
TREMCO LOW RISE FOAM
INSULATION ADHESIVE APPLICATION
DWG NO. 06
4X4 INSULATION BOARD
N.T.S.
~-l-71E---------I IPE PENETRATION
~----A,PPROVED SEALANT
8" MIN.
TREMPLY KEE
FIELD FABRICATED PIPE FLASHING
DWG NO. 10
PIPE PENETRATION
TREMPLYKEE
INSULATION ATTACHED PER
SPECIRCATION REQUIREMENTS
PRE-MOLDED PIPE FLASHING
DWG NO. 09
~----STAINLESS STEEL
OORM GEAR CLAMP
l!k---------TREMPLY KEE LV BONDING ADHESIVE
.i;t-e-------------NON-REINFORCED TREMPLY PLUS FIELD
FORMED FLASHING MEMBRANE
~---HOT AIR WELD
N.T.S.
~--TREMPL Y PLUS FASTENER
& STRESS PLATE
(MIN. 4 FASTENERS)
~-NON-REINFORCED FTR FIELD
FORMED FLASHING MEMBRANE
HOT AIR WELD
TREMPL Y KEE MEMBRANE
'------INSULATION ATTACHED PER
SPECIFICATION REQUIREMENTS
APPROVED SEALANT
~-STAINLESS STEEL
ffiRM GEAR CLAMP
,---TREMPL Y KEE "PR6-!JOLDED" FLASHING
HOT AIR WELD
TREMPL Y KEE MEMBRANE
----+----+------+---TREMPLY PLUS FASTENER
& STRESS PLATE
(MIN. 4 FASTENERS)
N.T.S.
NOTES
DRAIN ASSEMBLY
\\lTH CLAMPING RING
(BY OTHERS)
APPROVED SEALANT
'----EXTEND TREMPLY KEE REINFORCED
MINIMUM OF 112' BEYOND
INSIDE OF CLAMPING RING
--TREMPLY KEE REINFORCED
MEMBRANE FLASHING
TAPERED INSULATION
ATTACHED@MINIMUM
OF 2 FASTENERS PER BOARD
TREMPL Y KEE MEMBRANE
HOT AIR WELD
TREMPL Y PLUS FASTENER(S)
& STRESS PLATE(S) 12' O.C.
AROUND SUMP AREA
FIELD TAPER SUMP TO PROVIDE
A SMOOTH TRANSITION AS REC.
1. USE TAPERED ROOF INSULATION (EDGE STRIPS) TO CREATE DRAIN SUMP. IF TOTAL INSULATION THICKNESS IS LESS THAN OR EQUAL TO 11/2 IN .. TAPER 12 IN. FROM THE DRAIN CENTER. IF TOTAL INSULATION THICKNESS IS GREATER THAN 1 1/2 IN., TAPER 18 IN. FROM DRAIN CENTER.
TREMPLYKEE
TYPICAL REINFORCED DRAIN FLASHING
DWG NO. 26 N. T.S.
FIELD MEMBRANE
LAP
FIELD MEMBRANE-,,,
LAP
FIELD MEMBRANE
LAP
FIELD MEMBRANE
LAP
TREMPLYKEE
TYPICAL COVERS AT
MEMBRANE T-LAPS
DWG NO. 6 N.T.S.
--HOT AIR WELD
4" X 4" COVERS
AT ALL T-LAPS
---HOT AIR WELD
4" X 4" COVERS
AT ALL T-LAPS
8" MIN.
APPROVED SEALANT
BEHIND TOP OF FLASHING
NON-LIFTABLE
....._--MECHANICAL UNIT
/1"--E---METAL COUNTERFLASHING, FASTEN WI
WJOD CURB CONSTRUCTION
INSULATION ATTACHED PER ___ __,.
SPECIACATION REQUIREMENTS
EPIJM WASHERED FASTENERS (12' 0.C,)
~--TREMPL Y KEE FLASHING (FULLY ADHERED)
GALVANIZED ANNULAR
RING SHANK NAILS
(3" 0.C.)
ROOF TOP UNIT
OR SKYLIGHT
EPDM WASHERED FASTENER
AS REQUIRED
---TREMPL Y KEE MEMBRANE FLASHING
ADHERED IN TREMPL Y KEE LV BONDING
ADHESIVE
PREMOLDED CORNER
HOT AIR WELD
TREMPY KEE
MEMBRANE
APPROVED ALUMINUM TERMINATION/
RESTRAINT BAR FASTENED
l'!TH APPROVED FASTENERS
(g' O.C.)
TREMPLYKEE
TYPICAL WOOD OR SKYLIGHT CURB FLASHING
(BLOCKING ALTERNATE) T-BAR RESTRAINT
DWG NO. 03 N.T.S.
Fry Reglet Springlok® Flashing System
Type: MA-Masonry Saw-Cut Installation
LEAD SHIMS BY
OTHERS CAULK AS REQUIRED
<J
1/8" X 1-1/2" SAW-CUT
GROVE IN MASONRY
OR CONCRETE WITH
SILICONE OXIDE OR
DIAMOND BLADE.
Ll <J
<J Ll
ti
Ll
<J
" <J
<J
"MA" MASONRY REGLET
<J 1--KEE BASE FLAS!IlNG
ADHERED AND SECURED
WITil BUTYL TAPE AND
d TERMINATION BAR 6" QC 1--------":S........:::;;::;::;.::.;:,:;;;.:.;;..:;;.;,..;;;; .d
Cant strip not required
ROOFING SYSTEM BY
OTHERS.
Fry Reglet Corp/ 12342 Hawkins S~ Santa Fe Springs, CA90670 / 561303.9500 / faI 562.944.4707 1377 Stonofield Court, Alpharetta, GA3001M I 7711521.%1i41 I In 7711.521.9034 (.J
z -0
.....J
=> cc
V)
:s
prime consultant
subconsultant
revisions:
drawing title:
date:
drawn by:
project no:
sheet
..
en ""O Jg C\:S
i.n .c
r-.... ~ 0 C\:S
NU
DETAILS
A9.1
FOR REFERENCE ONLY
..
.;._ ,l'; . ,
~.,,. .,-
, '. .... '
"_ ,;· . ... - .. . '
•
-:,_
... ,. ' :. -
~;,,.,·~
.... --" ..., __
--,-;:-,,. :,· -.. ,.-
:!"'>:" -
:¼;,: :, ... ~~",
:_l_ .• t
.. - , .
. . :;;. . -:: ~ " ~
.. ,_ '~
'
~~:. _,..
. '
•
I
•
• •
VICINITY MAP
LEGAL OWNER
.
PALOMAR AIRPORT BUSINESS PARK
~354 CORTE DEL A BETO, SUITE 'A'
CARLSBAD, CALIFORNIA
-9Z008 (619) 438-2552.
LAND AREA
BUILDING AREA
PARKING
!el::Qullo!W : •
~,--
•
•
•
LEGAL DESCRIPTION
ALL OF LOT-5, CPRLSBAD TRACT NUMBER 80-33,
MAP NUMBER 10061 IN THE CITY OF CARLSBAD,
COUNTY OF SAN OIEGO, 1STATE OF CALIFORNIA,
FILED IN THE OFFtCE OF COUNTY RECORDER OF
SAN DIEGO COUNTY APRIL 15, 1981 Fi~;;: NUMBER
81-115129.
•
CONSTRUCTION TYPE
12"· N ("'ON- RAT""D)
f"UU.."!' ~P'l,t-l~L-~Ei:l
,,,,. :"t
. : ~
"'~ i>,U..O~EP, 48,ooo ';::Q.PT,
OCCUPANCY GROUP
B-'2.
OFFICE/ LIGHT MA~Uf-ACiU~lt-lG
1 ae.TAU.. Pl::.R. 400 eai.FT. ""57 ~TAU-<:., ADDRESS
Pr<Ov'I05D:
COMPA,C'l'"-ei -
eTA.r--OAfitD -
':IA!:-! o, Cl!,,P -
2.0 44
:2.
LAS PALMAS DRIVE
l
L-1
L-2
L-3
·.
' .
• •
•
• • •
-
•
-•
..
»4
• '
• . .
I· .. . ' .
-
, ..
• ., , I.
1 ....
, r
• •
• ! • ,. . ;
• •
• • • • •
SHEET INDEX
..
,
LANDSCAPE
PLANTING PLAN
IRRIGATION PLAN
ft ,
IRRIGATION AND PLANTING DETAILS.
ARCHITECTURAL
SITE/ROOF PLAN AND DETAILS
FLOOR P.LAN, DOOR SCHEDULE & DETAILS
EXTERIOR ELEVATIONS & DETAILS
BUILDING SECTION, WALL SECTIONS AND
DETAILS. •
STRUCTURAL
S-1
S-2
S-31
S--3.2
S-4
FOUNDATION PLAN ANO ROOF FRAMING PLAN
PANEL ELEVATIONS
DETAILS
DETAILS
GENERAL NOTES
MECHANICAL
PLUMBING
• '
M/P-1 FLOOR PLAN, SITE PLAN AND SCHEOUI.E
ELECTRICAL
E-1 SITE PLAN, SINGLE LINE DIAGRAM, SCHEDULES
AND NOTES.
.. ,.
ALUM.
ASPHALTIC CONCRETE
At,..UMINIJM
ABBREVATIONS
COL.
CONC.
CONT.
DlAG.
ow.
EA.
E~CL.
£:XP •
EXT .
COLUMN
CONCRETE
CO'NT!NUOUS
OIAGONAL,.
OOWN
EACH
ENCLOSLJRS
EXPANSION
EXTERIOR
F.F. (Ji FI'N F"INISHEO FI..OOR
FLA,
rH"Sr FL~T HEAO ~ETAL SC~EW
F.O.W. ~AC£ OF'WALL
GA. GAGE
G. I. GALVANIZE:-D fRON
GYP.&Q; GYPSU~ BOARO
HOLLOW MET AL
.J .. T • JOINT
' \
MFG.
MJN ..
NTL.
N.l.C.
o.c.
P~.
PLYWO.
R.O.
R.S.
SHT ..
S!M.
STL ..
STFIUCT.
ST!>.
TEMP. ORT
T.O.:P ..
T,.Q,.R,.
T.O .. W ..
\ T.:S.
\ TYP.
W.tWITH
J.. ANGLE
a ,._T
6- ANO
MANUFACTURER
MINlMUM
"ETAL
NOT IN CONTRJiCT
ON CENTER
Pt.ATE
PLYWOOD
ROUGH OPENING.
ll;rOUGH $AWN
SHEET
S?MJLA.P'
STEEL.
STR\JCTURAl..
STANDARD
TEMPERED
TO.P OF !=>ARA.PET
TOP OF R-:1:VEAL
TOP OF WALL
TUSU\..AR STEEL
TYPICAL.
G.. CENTERL !NE,
(6 DIAMETER
ii NUMBER
!'I.. PROP"'RTY L f NE
•
-...
• • •
CONSUL TANT$
CIVIL
>lEt--,R'l' ;,..OR\-1!!.Y A~e>oc:A.Te.~
7875 C.Ot-lVOY CT.
STRUCTURAL
Pl=A.<.COi..FF ~ C)E::A:WO~FI='
32. 74 Rce,s.c~AN'::>
LEGEND
7 COL.:.UI"': N :...11'-l E
0 ::,I.Ji!....Jll'-IG '-:£CT ON
4----,... -;--l----5EC:1ior-l L.Er,"E:F<.
•
....__,;;' <r'---- 5HE.E!.T WHl=i2.E 5ECTION 1~ DRAWN
J,....J.t,...l.L ':>E.CTION
4~::}---ee:GT101-J NuMe~~
~---~EET WHE.~ eEC.710N 15 011:AWN
l.
3 .
...
s.
e.
9. 10.
ll.
12. 13.
15. 16.
..., . '·{' . .,,,.. ..
I
GENERAL NOTES
CONTRACTOR TO VERlFY CONOITlCHS AND DIMENSIONS ON THE J08 .. ' . -ALL WORK SHALL CONFORM To THE UNlFORM SUit.DING cooe\ ... ! 97¢:.1 •~--,.;..,
1.ATEST EDIT!9~, !'Nt> ALL,_L_OC_,._L CODES t;/1-\tlNG_ J\i_RJS.ttJCJ'ICJh OV!;f' ·j-' THE WORK. /ALSO SHALL COMPLY WIT!-i 1981 N.E.C. ANO 1976 U.M. C:. 1 - SEE GRAblNG PLAN: FOR CURBS ANO D~AINAGE DEVICE DETAILS.
BUILDING NUMBERS SHALL se EASILY SEEN FROM STREET.
BUI~OING OCCUPANTS TO SECURE PREMJTS RE0UIR£0 BY THE FIRE OE~ARTMENT FRO~ THE FIRE PREVENT10N BUREAU PRIOR TO OCCUPY- ING THIS BVILOING •
SHOULD ANY CONDITION Afff5E WHERE THE tHTENT OF THE ~RAWtNGS IS IN DOUET OR WHERE THERE IS A O!SCRCPANCY OR A?PEA~S Tj BE AN ERROR ON THE OR~WINGS $£TWEEN THE DRAWINGS AND THE ~IEL~ C:ONOlT?ONS,.. THE ARCHITECT AND THE ST'RUCTURAL !'NG.INEER S1-iALL BE NOTlFlED AS SOON AS REASONAa~v POSSIBLE FOR PROCEDURE 10 BE FOLLOWED~
LAYOUT OF CONCRETE ~?LT-UP PANELS TO SE CARCFIJLLY COO~OlNA~eo W!Ttt A~CHITeCT ANO SiRUCTl,JRAL ENGINEER.
BRAC!NG AND TEMPORARY SUPPORTS SHALL BE ?ROV10ED AS REOUIREO TO HOLO THE WO~K SECURELY IN PLACE AND TO SUSTAlN A~~ LOAOS HtCLUDlNG THOSE THAT MAY OCCUR DURING .E'RECTIQN .J.NO UNTIL SUB SEOUENT CONSTRUCTION 1S ~OEOUATE TO RE~lACE TK~ TEMPORARY B~ACJNG. (PANELS ARE PeRMANENTLY CONNECTED.}
-ALL SHOR!NG ANO SRAClNG SHALL BE IN ACCO~DANCE W!TH CURRENT REQUIREMENTS OF CAL O~S.H.A .• TKE INDUSTR!A~ ACCIOENi CO~MIS SION OF THE STATE OF CALIFORNIA ANO OTHE~ OUBL!C AGENCIES HAViNG JURlSOICilON~
CO"PACTING ~~PORT SHALL BE SU8HITTEO TO ANo· APPROVGO BY BUI~O lNG DEPARTMENT BEFORE FOUNPAilON INSPECTION.
A CERTIFICATE OF OCCt;PANC''t WILL NOT SE ISSUED A.ND iHE SUlL'DING SHALL NOT BE USEO F □ R ANY ~URPOSE UNTIL EXIT AND TClLET FACrL ITlES ~RE PROVIDED UNDER SEPARATE·PERMIT.
EXITS TO ae OPENABLE ~RD~ THE INSIDE WJTH'OUT THE USE OF KEY ,:,:;i SPEClA~ KNOWLEDGE •
~OOF ORAlNAGE SYSTEM WA.TER: FROM BUILDING SHALL NOT FLOW 0\/E.R PUBLIC PROPERTY.
LAODERS, CONSTRUCTJON SHALL CONFORM TO STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 8 GENE~AL lNOUSTRY SAFETY 0-ROER"', TITLE 9.
FtRE HYORANT$ TO COt,CPLY WITH FIRE DEPARTMENT REOUIRE~E~iS ~QR ON-SlTE FlRE HYDRANTS. 'P'RQVIOE ALL UNDERGROUND ?!PING. \/ALVES, ANO HOOK-UPS UNDE~ SEPARATE O£RMIT.
THESE PLANS ARE FOR THE SHaLL 8U[L01NG ONLY ANO NOT
lNTEN0£0 TO A~LOW TENANT IMPROVEMENTS, A SEPARATE PERMIT ~ST SE SECURED THROUGH THE ClTY OF CARLSBAD FOR FUTURE
TENANT IMPROVE~ENTS •
11. AUYOHATlC SPRINKLER ~LAN ~AYOUT W!LL ae SUSMlTT~O TO THC CARLSBAD FIR£ MARSHA~L ~ □ R APPROVAL, PRIOR TO FINAL
AF'PROV>.L*
18. ALL EXTERIOR METAL~ INC~UOING BUT NOt LIM17~0 TO WELD PLATES. ~LASH[NG. ETC., S~AL~ BE 0R!"ED ANO PAINi~D DER THE SP£CIFtC~TtONS.
19. ALL P~IMARY ENTRANCES TO 6UJL~1NGS SHA~L BE ~AOE ACCESStS~E TO THE HANDICAPPED~
20. MAXIMUM EF~ORI TO OPERATE OQORS SrlAL~ NOT EXCEEO &.5 ?CUNnS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR COORS, SUCH ~VLL OR ?USH EFFORT. BEING APPLIED AT A]GHT kNGLES -Q HINGED ~OORS ANO AT THE CENTER ~LANE OF SL!Dl~G :~ F~LOING DCORS.
COMPENSATING DEVICES 0~ AUTOMATIC DOOR OPERATCQS MAY EE UTILIZED TO MEET THE ABOVE STANOAROS. WHEN FIR€ OOORS AflE REOUIQED. 7HE ~AXl~UM EFFORT TO CPERATE ~HE ODOR MAY 9E INCREASED NOT TO EXCEED 15 POUNDS.
21. CONSYQUCTlON. THE 90TTOM 10 INCHES OF ALL DCCR5 EXCEPY AUTO!WIATIC ANO SLIDING SHALL HAYE A SMCOTH •.JNINTt:.q_Q\JPTEO SURFACE TO ALLOW iHE DOOR TO se CPENED BY A WHE:LC~AIR
FOOTREST ~!TH~UT CREATING A T~AP ~R ~AZAROOUS CONDITION •
22. THRESHOLDS $HALL NOT EXCEED 1/2 I~CH IN HC!GHT.
23. A.
t.
2. !.
5. 6.
ORAFt S1GPS TO SE O~RT OF THE TENANT l!C'PROvEMEN7S 0 E~~JT.
DRAFT SiOF CONS7RUCt!ON TO aE •s SPECIFIED lN SECTION 2516 (F.5) OF THE U,8,C,
PUBLIC ~~LKS FROM TH£ SUILDING TO THE PUBLIC WAY OR TO
PA~KING AREAS FOR T~E HANCfCAPPEO ~DJACEN~ 70 T~E gulLD ING MUST 9E AT LEAS~ 49• WIOE ANO MUST HAVE A GRADIENT
NOT GREATER THAN 5~ tl·1Z0) 0 W!Tti NO ~BRUPT CHANGES
GREATER T"iAN t..rz• IN T!-1.E i;-LO"W ClRECTlON.
WALKS TO BE PROVIDED WIT~ LEVaL AREAS {1/~a PE~ ~OOT SL8~E rs AL~CWEO) NOT LESS THAN 60~ X 60~ AT ALL EXTERIOR EXIT DOORS.
SUR~ACE CAOSS SLOPES SHALL NOT
GRADIENT.
SURFACE $~OPES AT PARKING AREAS FOR PHYSICALLY HANDICAPPED SHALL BE LIMITED TO 1/~ 6 PER FOOT l2Xl GR.O?ENT.
CACN PARKING SPAC~ ~ESERVED ~OR T~E HANDICAPPED SHALL BE IDENTIFIED BY~ PGRMANENTLY AFPIXEO REFLECTORIZED SIGN
CONSTF.!UCTS:[) Of: PORCELAIN ON STEEL., 8EAOEO TEXT• OR EOUA..t.. • DISPLAYING THE !NTE~NATIONAL SY~BOL OF ACCESSIBJLITY. THE SlGN SHA~L NOT SE SMALLER THAN ?O SOUARC !~CHES lN AREA ANO SHALL 8E CENTERED AT THE tNTERlOR ENO~~ THE ?~RK!NG SPAC£ AT A MINIMUM HEIGHT OF 80ft F~OM !HE BOTTOM OF THE SIGN TO THE PARKl~G $PACE FINlSH£D GRADE• '.:IR CE"NTE'REO ~N 'rH:E WALL AT THC tNTERIOR ENO OF -~E P~RKING SPACE AT A ~I~IMUM
rfElGHT OF 36• FROM THE PARKING SPACE FTNISHEO GRADE, GROUND, OR Sl DEWALi{.
A SlGN SHALL ALSO BE POSTED, IN A CONSPICUOUS ?L~Ce, ~T EAC~ ENTRANCE TO TH'E OFFSTREET PA.RK.lN-G FACl'LITY, NOT LESS THAN 17"" SY 22• rN SlZE WlTH LETTERING NOT LESS THAN lR lN HEIGMTr WHICH CLEARLY ANO CONSPICUOUS~~ ST~TES THE FOL~DWlNG,
• VN~UTHORlZED VEPI~LES NOT DISPLAYING D!STINGU!SHING
PLACAQDS OR LICENSE PLATES ISSUED FOR ~HYSlCALLY HANOI CAPPED 0 eRSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE.
TOWED VEHICLES 'MAY SE RECLAIMED AT _____ OR SY
TELEPHONING ________ •
1. THE SU~FACE OF EACH PARKING PLACE SHALL ~~VE A SUR~ACE 1DEN TIFICATION OUPLlCAT]NG THE SYMao~ OF ACCES$18!LtTY IN SLUE ~AlNT, AT LSAST 3 1 SQUARE.
a. IN ADOITJON TO ALL LOCAL c □ oi::s. HANDICAP ~e:out~-e:MEN.TS $HAL~ COMPLY WITH TH~ CAL,_IFORNlA AOM!NISTRATIVE CODE~ TITLE 24, r· -2. - --... ,,. ·- --· C~RR~N~"y -l~--~:~~: ~ ~~- ~ .. _ .. ~-;•
·~ MORE THAN ONE" TeNANT OCCUPYS THE eur(OING. EAC~
l..__ TENANf SPACE ~UST COMPLY WITH HANOICAPPEO ACCCSStBILiiY~ Y -;o.'~~~A~~~~~-i~~~;-Eo~~s.: .2oo. ;~~~ YARD~--;~~ - ~~;-F-l~L. '
WU-.'t,M: ~ .a::Fitt:titi,f~,;J'e,.( .J LA
C q.?62
l~ Ao( ~Y.E\.>Wtrrt \ ., I
.; t!:6[7
1:ea ... rsr t·
Kra~-a,noeK ~.AC'\~ )\11,t a. ~~~..:<.: :,He::: .\
;::atecl o~ '"l"le!:'.a 0"'=1,~ r is ,3.,.':' ,. -E : ·- ;:
ot f'\:om"'ler--~w; Ji., :k.:E-c\ .. .., &. : ~:.:,:: -~ ,.: , anc are .nter.ce-.:i !O ne _ sec. --: :· -..., -;
v1tr 1h1S: spec ·r-: ;:,ro1ect ::-f"!i. = 1:~ :, ~.:
ot ... e-rwise .oe u ~c to.r ar' t ..:: • :-• .::: Sf'! )'>.,.. ·~, -eve· -lt',t.,o• ' : ~~ wntte'l ~ PS~':~ " ..
arc•·11!ects 7"i,: ;, sr,,a,: oe ""--: ;~.a"'f~- ,
oe\, at•.)nS ""rtf" mese ·~ a .. -, -:ys c
accor,,-paf"')'. 'I:~ spe,::.f1ca1:-:. ~ •~o_ ..,
N~•tten c:cn:s'3-r, ~f t~e a~c;,-te .. 1s:
CONSULTANTS
REVISIONS:
r.
_J...\ 13 /-.~ IC, _ • ',.._.
PROJECT,
l-a:
0~
C..a:
cc(I)
<:( (/)
5~1.0
9001-
~:::, 0 a. CQ -I
DIIAWII< Tr\.
CtlECK£1>• T.f<_
ct -z a:
0 u. -...J
<(
0 --------------· Zb .,,AC:::~--
StleET TITLE•
--,·----- --~·
'
'
-··.
~
"O
-;ff
> ::l)
-::,
CJ
1-0
1'J
m
C:
·-c:
C
ca -C.
oa
! :::, ..,
(.)
~ .... ·-.:::.
(J
1-
<C
(/J
w
I-· cc .. .. u
0 U)
u,
<:
' '
• '
,.
FOR REFERENCE ONLY
\
•
J
0 (0
. • -1 ' ' •
t<) i /, ;
'
., ' ,, ~c : ~' ,-
-
~
r;J ' -i /)J
= I "' ' ()j '/; I\ :;
. • , ~,
t>' bC ,
' ,;_',,!ft
,
"-' 'i
,
t,
-3"/l!SJ STP. <oTL-, PIPi;.
-- - c.oL-. w/ 1;4" .. 4 • 4> oTL.
Pt-. CAP- PA.lt..fT=,C)
lj~ES',
1. ~ARD w.A.li2.i::: FOR
GATE. 5 r3Y GE.HER.AL
co..rr~c:r oR.
2.- ,-.,LI.. c.JC,f'051::.D '$Tl.,
To ea PAINTt=,D.
,Wl='.i_D £. TO Pl..Al'E.
- ----L 1 Yi,' "- 2.'li' ,., o/1.!, CONT
-I ,-4:, TRIM R <&.
rA
I -.
® TRA.5H ENCL05URE.
A-1 :I+'" i!..O'I
---~
, ' ., 0 f :-
' : I ,. ' i
• I
;= -Ill -r1
1 hll !Ill
\ Toot..EO Jau--rr .i
L4• !:>A.ND Me£ i'l'f? AT
AL.L co-..rr Fl.AT wo~K..
EXFAN510N 1CON _ 6L JOINT
-I
-·--- - f<.OO!" DM!t-. ~HOWN
DA.~HED e~ow
PLAN
2 GUA.RD P05T
.:-1.----0 ;_ 0"' l- ll!
_I )'-'>
j -'" ,., ,
l j
C i..,.,
rl\.i' DRYPP..C:.K
_/,:· -5-#?> Tlf.~(il 2•0.
/ -/
NO &C."'-i.£
3(i',.. ~l<i1 ~F f-lATC-H
eeL.F CONr,.,_INW
c;t?UNTER, Ft.A~ING,
C
,-.
\
•• .. z4 GA, c&.I. GOUNT'!::~
FL.A <oHli-4 G
'-+IC'T MOP CAP &lEE.T I.JP
W.,,..U.. 4, I.IND~ F..116. li,-l&
• c- ,,,CC, -C _. - etJIL-T-1.JP i(001'l"-l6
' CA/ER ~
, / '-c.ot-rr 4' GAI-JT ~~IP.
.,-J,,-c:::-----:'lr.:::=--'·,_,__,._ U.:c:,G.e:r:t. PER. &TRUGTLkAL @~.:~ T
<:::>!::.E. ~TJi!Lk:.T~
Di<WGi&,
&t.. U-i.A M ,
\ i -~
.,~ ,.., --41> .-;. ~ ~,_.-.!l;t.~ -, ~~ •• -
\
=
. l"i , '
r
Pl,N-.ITJ=R .)
0 J>---0--f-+--"-¾y
tl
Ai'
I
.0\
l
'
-
•
\
•
•
.. ,
. .
t
, . , .
I
I
' ,
A·l -e:,r•.,1-0 1 ,, -
'
\
\
J
/
l
,
,_
'
. , .
• _;_..,., \"'\.. ;>.=,~
. ,
~~ ...... "'
-•~ $" ~-t' 'CC
, ..
f I
'I
i ' j
J
I
,
' .. <-,
-,._ ' - -
·~~-;i --~,.,
I
t ;
' ,, J
' 10
I
I l
I
I
J
"
i;:x~c:> O",f"
'SHE:le:" ~"T
UP ~at,.i,NG>' ~
LI f.lDE:fZ. F~I~
..y .::::A!-l'T -- -
'f;,-, ~'J<;--<----J:l~-,t. 2. l:,Z 1: )< 2.Vi' :,< l~ l : + ti ~ <G ':::::e-- OF ve-..i..T
'l Mi.JL.---!Oi-l N/~,
l ;-Jo~
'
ARCHITECTS:
WlLUAM C l(R;0MMENH0£K A l A..
C A-862
JOHN M MckEOWN ~ I A.
C 6617 - -. ~
Copyr1gt-it'
Kromrnerihoek McKeown & Associ~tes A 1 P..
A•' ideas des1gns, and arrangemeri!s 1nd,
ca~€'d- on these drav,;1ngs are the property
-::t Kromrnenhoek McKeown & Asscc1.ates
;;}r1d are mtended to be used m corinect1on
·1,1th th1s specific pro1ect only and shali not
,Jttier.iv1se be Js-ed "'o• any purpose wf':at::io
ever w1tr.out the wnHen consent of the
evch1tects There shall be no changes or
• dev1at,ons from these drawmgs or me
accompar~ymg specd1cat1ons wrthout me
...,nt!e;, consent oi the architects
CONSULTANTS-
REVISIONS
fa\--~ Af'Ra.. 1~64- E!>f!;>
,A;>;)er--i DJM '.A.'
~ Cl APR:- i'lf54 e,e:o
ADDS...:D\.JM 'e:l -
i:XJ,t.r,,,NG-P!il'T, ~f!:..ji
~
PFIOJECT:
DRAWN: .,. _. f>-ivl"'-1 , I i Vi'l-{,,...,,t'
PROJECT N().: e,4-.,,4
SHEET TITLEI
•
<C -z a:
0 LL
-_,
<(
()
... C
<t m .u,
..J
a:
<(
0 SITE/ROOF PLAN
~ - - ----·-
SITE -DETAILS
ROOF DETAILS
• SHEET NO,
en
C
·-c:
C
cu ......
0...
ca
~ ... ::, ...
(J
CD
+,I
fl._
.r:, ,, ·-<C
"'
FOR REFERENCE ONLY
;
1 ,
_,__....-11~-..- ,L 111f ,._1V2><114 !"p,~TI=,NED
: 1,J/ 5- 1/i: r:!> e.1-PANSION
~ ~~~IT pE:z:!11~.~
~e>... f!>e,t?+JD ~-..,.
• f;OL.T6 EQUALLY 5ff,.CE.D
MTL TRA.N50M- -----
1¾.iNTf.DTo MA.TC.H
RoLL-!JP DOOR ,-
oTL. ANGLE-o- -
PAINTED
-
- -----wi;:u:::> DOOR
1"/il. AC i<:. A E, 51=.M E;L Y
To C:.A '!;,-- IN
A.i-.iGi.,E.· PA,i-.JTE.O
t .. i_! Ef.
.;.,,""'(-,'-"-'_.,._ ..... _ ::- ' {' .:" -...., I ¢' ' .... ,. ~);_,, L 3';. 3'J< 1/,; W/ -- -- •
4 - 1/z' 4' "' (;J,' LONG
A,;,,,C--!OR eot..T5
!>-ll=.L-Df.0 TO A~GL.E
5ET FLJLL WiO'f/1 OF
op)SN1,-JG.
,_.
~ ~-::{'-.; ' ~ _ .....
!.:>ILL
ROLL-UP DOOR
A.-2
'
'
r
1-
f --- ' ---
It 3
l\·'Z
:::e.cTION
I "
• 14 5TL PL CA'!>T-
:N CON<::. PANE.'
P::.I< 5Tf<.UC.T
l/4tt-,, I' -CJ 1::-LE.\/ATION
4 1/-l. . _,.... . --1'
-
__ . - -61:Ac-At-JT IA/ e,A,Ct<.I NG
1<10D.
-20 G,A. ~L OR.IP FA.'5Tt:.N
W/ 5hT MTL. 5C~Ehl:51@
!:oN05 @ 2. INTE-R.M. 5Y
51--iT MTL. CONTl<-/>\CTOR
------~H. M Ff<A11i::. - PA!NTW
HEAD e HM. TRAN50M-TYP
\
MTl. l<OLL-UP DOOR.·
flo.JNT!=D
co ....
U·( i-\i 1; r------2.l'-4 F-f!.A.MlNG,
. : --\-- ,-f - --- LINE Of' FLlTUr.t!:. 1-JA.LL... Flt-11!:>H ! \ ' ,
I I
' i\ ~- j
I
\ ,
I
/ ..
i
\
' ' 5ta~
' '1
'51/5 .
7- ---··· ,-
' I.
-"' ~ . -:3 't- '
.>d;,;. .
[2-,.-1
I
- .,
"-·.
..
- - . , ,c.·c·;..:t;-
t-1 i:.AO E': ~ c Qi,.!T, PER. '5i!aJC'r
Jo10Te.
·----- l , ,-
•' .
' ·-
• C -
, ,
. ,.
=,-. .-
ft:
€ 24-" o.c.. Ps.R.::iTRuct ?=-...-- -
-'11.. M Do Pl-r'l'leoO~~
50fflT _ .- ~ \"l
~ ---·
-Vi PL.YWD. 5PA.C.E:R
-Yl DE.E.P RE:vt"..AL ,., ------._ .. :;,
~ ... -
-
t
-
'
I
' I ( , - " .
"
•
' f
-
t
41/t
' I
---- - -
,
-·
-.
A
' ..
-
-
(--- --- r
-,1>,.PPt .. lE.D ~'TOP
-l's i.,UM. DR. ;,EE.
5CHe.DULf:'..,
-!'4'TEMP. GL..A.&5
(~~~) ENfRA1'JCE DOOR JAMB
~ 3'a1 1-o''
-I 4'1i'
-
- -ALUM. Doc~· ee:e. ~HEPuLe:' . .
I
'
._, ' . '
'()
i
T
-Ni::.OPRE.NE. lN'oe.RT 1
r
-~LANT
,
-CONC.FLI<.. 5L,i,..e
SCHEDULE
j
I
, . ~ lO
t----L I ------c.ONC. f70..SC,)A,
t PANl:.L.- ,t,...~Ov'e.
• ! I
--'-' --~,---'--
e; \i .,.
,,
• 0
b
•
\
'
'' .,
7 PANEL JOINT
-
D •
\ .. ~eA..,ANT w/&c!(JHc
~OD E.A.C.1-' 510f:.• TYP.
'-e.:,<.TE.f<.10!<. oANOf:;I.A~T
c.::>NC. T,i.::r uP A!>NIU.-
. --- 3 'ti, Fl e.E.Fi!G!,p,, 'a>~
&\TT IN$\J\..A.'TiON
-e+'e c,yp, eD Ttr'I: '1l
· --2. )<.:.,, oR H~OeR
, - - ·· -1-t.M. DOOR·~
5CHf.OU1.-ll!..
DOOR JAMB @ E.LEC:. ROOM
C>_
\ I ! C>
f? 10
-· .-,~r ___ _
HEA:D '51M: ••
_,.-- CONC.!i:.S:.T5. PA.Ni!.L
. • ~, FHM::, It-, !:.)I.A6-,Nl:,ION
!,HIE.LO COUJ-J11!.~JNI(.
\N H.M, F-R,._ME. 2.. ANo!C>R:i
PER i-lEAO
·-:!>EAL.A.NT Wi!:;A<:.K.INGt
ROD
------------H. M. f'i< A.M/=. ( ~uc: c;.ieouT)
tt-l---- - -1-1,M. 000~ all:. TRANSOM
! 4Y-i I ~---- - ---+--
(\JC>Of<. SHOWN)- ~E..
5C.HE.DUU:..
l2 HOLLOW MTL HEI\D JAME'> 51M
A-2
t1TL ;tOL.t..· U
ooe>R
~INTED
------ -. . - ·- . ---· ---·-
-•~ -- ------ . ··- - ----
c p
,:,•
•
I
'
' I
/S!SAL-/:>-NT W1TH
,/ f,AC.KiNG 'ROO
EACH ~IDE. TYP,
o-
-·---,.\
t> •
C'
~~ \
""'" L~Te.RlOR. &,.t4oi;LA::,T
~- Tll:- UP PA.NE.I.-
.JOlNTo
1:,:c_,::p ON
Vl:!.!<ilC.AL WINDOW
MULLIONS
/
;---~
/- ,: ·:
i
'
---" M.QO_,;;,. - . lT
\ ,-""- :-,:N' 1 e;,., ---srs:.: • 15 eii...cx; .
• \ \ ~~jii!..
! • ,_ I. 2. ,-, e>L-OGK.ii--.1& e~e:.F.;.4
/ , Jolf!li WHERE ~Uli<l:-D
_\ SEA.LANT W/ BACKING
ltOD
@ 50ff/r JOiN1
/
-.
C
i
D
D
,.
D
_.,...,.. 6Af..JP E,1..-A 5cT l:l(l1:l<JO!<.
C.ONC.. T;t.. "fLJ P ~""eL-
_...--2 Y- ,..1015To ® 24" ac
PER 5TRUC.T"i.Jt<.AL
____ z. ,c ,J.::::>!67"S @ 24' OC:.
f'Ef< $Tl'<.UCT uR/>,L
__ -MTL. !<:Ehl.ET F'A.INi"'lD
TO M,.._TC.!-1 .L..LUM ,,.;UM
STO!<'.EFRON"T. ii'P.
· -· -REVE:Ac.. PER. @
TYR ~
~ --- ----Y-" -···-·---...,_
.\.:,\t'/:i t1 QO P1::'1'\lk:'OD /4\ •• 5",ff!f:"~li-:.ll"EP __ , OVE~ "'1:: ei..oo.
~PS.R..
REVEAL
0 IL
ll
·---
i
\ L'i:,LJE:,PER.l!N-5 ea::
, 5 TRwC.T .JR,.,._,L-
\_ 2.1...A-"(El<-'o 9-'e TYPE·,._:
GYP. !:,i).
; -- ---~e ,yPE, ':,.' &yP ec. EA 'o!CE
iir"'----- .. r---hf---2><!o ei'7l..lP WALL W/ ~Yi ~TT 1Ne,Uw,.,TiON.
ELE.CTl<.CAL. ROOM
ELE.CTRlCP-L RM CEiGiNG
I HR CONSTr<.LlCTION
~"-·i-------___ ,___ ----- -------·---·--
' l
'
fLOO~ PLAN
I
l
I "' I : ~, l
'-- f,1>,,1<,;,..t-1...EL.
Pt,.,RK., NG. , <oe.G
<;;;:; l TS. A.-,A.1--l
,.
\
ARCHITECTS-
WILUAM C KAOMMEN~OEK A. 1 A.
C 4862
JOHN M MeKEOWN A \ +.
C 6617
Sopvnght"
-l(rommenhoek: McKeOw!l & Assoc!ates, A ! A
All ideas, designs and arrangements indi
cated on these dra:wmgs are the property
d Krommanhoek McKeown & Associates
and are m1endect to be used rn connection.
v-. tr, tt-lls spec1f,c proJect only and stiall not
otherwise be used for any purpose whatso
ever wtthcut the wntten consent of the
arctvtects There- snan be no changes or
dev1at1ons !torn these drnw1lig-s or n,e
accompany•ng sp.ec1f1catJons w1thout the
written consent of me archrlects
CONSULTANTS:
REVISIONS
I.\ 1~ APfl.,,- 1"1M t,P,;;i
!.!'-~ A;:>;::£.;~PJM ·A"
,-
•
,k\ .9 APFtl"' l~ e:,.e,.
,A::;;9e.t--1 PJ~ "e:>''
~..+G,, Pfi:>1.~~
l{;\ ,;.a ApP~1,, r'IM
,t. D::>F,'-/;:;tlM t;.
Of!AWN: I rl
PROJECT NQ: 84-04
SHEET TITLE'
<C -z a:
0 LL. ·-
....
<C
0 .. C
<C m
U) _.
a: ct
0 FLOOR PLAN
DOOR SCHEDULE
DOC~ DETAILS
PANEL DETAILS
l% l~\l~i-
SHEET NO.
-:,
0 m
(ti
C
(IJ
...
0 :i
u, .... u, ,-
en
C
·-c
C
m -0..
ots
!
::I ....,
(,)
G> .., ·-.t::,,
u ...
<(
<i. • -<i. ...
en w
ti -0
0 en
~
ca
z 3-
0 w
~
u :E
~
w
0 ::i:
z w
:E
:i
0 a:
~
FOR REFERENCE ONLY
~-.--..,....,.~---- -- -LIN~ OF FUTURE WAL..L..
FINISH
~TOREFRONT SILL
@-CONG. =
v:L PANEL -j.
COIJC, _ _:/Ee-,,..--·--.....p,p..-e,c.11>-. ---
/
Pl'-.NliL.. --t.'. - -
•
- :,i_
-
~ "" i u:
I!; • ~ ' . 0
€i' ..
" . ,_
- - i
\\I
-+-
;,\
t-t::lR.iZONTAI,.. / ~~l,....
I ' I\
I½.' !!~'' 1\/i ..
l
t
I +-~c,,:_1_1-e:,=-i•:_·~PTH @:21'-JJ'I Ht;:;:,H "?f~~ ~r ( "'+'I.Z i
_ --CONC-f<.E.fE. PAN!o-L.. \
- SeAL..ANT w/ e>Acr:.iNG{ -+----.<,..--.,-,;.l
ROD E.A. 51Di::. TYP ) I
JAMB
- -
. - SEAL,a.,NT W/ ElACK.!NG.
ROD E,'¾. 'olOE T'f P
:.-----·-. (.-
,
.. -,,
' -
' >-'
&
. -
h
~
' ,, ..,. - ! ~
' -..,..
' • . ..
'
,6 ~
,, ••• 6
' --7_
' .,, ::i
' 4 h
" '
I ' 1 . - ----·.,,,,
B WINDOW JAMB
'
" ' ·'
'Ii' JOINT, i -0 (J
I
- I t
..,:., " l ----;r',r-1<---1r.1lr1 - ~Ni
,, . --
~-~~L-,r.ir----J. ,.:. -~ .,.
+===~,==::::::::t -1==~~; ,rt
··-, . I :.t
~170-. ~
fl'.E:.Vf:A1.., --
•
;___ I~ I! J"T. 0~
MITRe
9 COt--JG. RE.VEAL e FA5CIA
e!I...E.VAT!OH
10 P,t,.J,JSL TE)qURE PAi I ERN
A-'!> Jli,.,· .. 1-c·
I ~ I
I
.
I~ ;
M,
l't,i' Y ., ' e:J ~ 1. '
'
"
!
-- - -- - --
5E.C.iiON (s) E.LE-VATiON
14 HORIZONTAL RE.VEAL..@ WINDOW
-t,&
l
i
1-t)~ i
i:a=:eveAL.. :...J ,
rc+----1/2'. PANE!.L-..rf,
ON MIT~
7'-2'
WING,
- WAl....L-
i.---;...vi' ~
5eF'AF<.A.TION
f5 WING'WAL.L.€ T!<.A5H ENC
I
\
• I
(
'
/ /
·' J
I i
,
I
I
.,
1 \1/
' 'o/ "iei<'T J~D ~
,--~-+-' =I-IG· -r1t .. :f -UP
w
r
ELEV.A.TIOt-4-
A. \Y,r,y
I ,
I
\. - /
I I , '
~l--11::...~ W/ !
: c.,A.f-Pe,...N,,~!cP j
: FiiJi<;;:,'1 - T'(P.
'\ '-ME::P..L- ROL.L-UP OOOR5
~---MerAi- ~ ~e....(3:')
~ ~ I PE?-~-
J
I
f
~ I
WE..5T ELEVATfON
, - I
e
NORTH ELEVATION ,,
y
I
H G
y7
I • \
-
'17
-- ;,a:,:, :;,:>Ai ✓ +
C>I./E:,;!..F..Ov-/ ;:J1?.A.: ;.,l Di-J 10
G-R#.,;,H e. a:::'"' ,
~ pl.J)Me>,t.J:S, pj<:ilje,,;,
G
' .. (,
l4a_
..f-:::3,'
!
I
' 'To.P.
-IO _, ,-
. ()
"'t0 _t
-r!,. ~
- ' N -N.
- ' ,-
ARCHITECTS:
WILLIAM C KROMMENH0£K A i A
C 4862
- --.: ·---....,_
JOHN M .~41 Ai :•,
C 661~ • - \
Copyright<
~." \ ~- )_
~~ ;
k.omrr:ennoek McKeown & Associates, A I A
AH ideas, designs, and arrangements mdi
cated on tnese drawmgs are the property
of Krommenhoek McKeown & Assoc1ate6
and are intended to be used in connecuon
with tt"ns spec,t1c proJect only and shat1 not
otherwise be used for any purpose whatso~
ever without !he wntten consent of the
a:ch1tects There shall be no changes or
aev1at1ons from these drawmgs or 1he
accompanym-g :spaCJt1c;.at1ons without the
written consent of the architects
CONSULTANTS:·
REVISIONS
' •A\ i b AF'/< ,,_, i "'11?-'t f!!i,£:!>'
,A ;::;,;,e. ~ DJM :,ti.•
' ~ I:; A,i::"R..; I.- :"1B4 e::e,
A ~...j DJM I 2d
i?..~ DE.PT, ~"TIC;'{
~
"ti
b
a:!
> CD
-::,
0 m
ffl
C
Cl)
a..
0 :Ii
l0 ,...
l0 ,...
C)
C
·-c
C
ca -0.
o'5
CD .. :, ..., u
Cl) ..., ·-.1':c
PROJECT, 'U
DflAWN, T H I ~
PROJECT NO• i:¾·4,4
SHEET TITLE'
ELEVATIONS
<c(
-z a: 0 u.
:J c:t
0 ..
C
.<C
m u,
..I
a:
"<C 0
WINDOW DETAIL
SHEET NO.
...
<(
..
FOR REFERENCE ONLY
\ lr--
1 I
..
't
FUTURE. CEIUNGJ
LINE. C i-J I C )
-
,,
'
' ' '
' t '
'
11>
. A·!
TO ;-,u..,,,
J
' - -- ------"II:·
'
•
I
e-RA:::-e. l!!rA -,ti vgi HuU,.to;,.; -· @.~FRA/1~ \0
'TO l"'IUIJ.., - - . - .. 1,; ..
"Ill
' -\<}
TO "1JL.1-'---.....__
l-fRAM!NG ~
eRACIN6. Mf:Mff5
F'EK <!lT!<.UCTLIRAL
ORW6''!> :
e,R..::;e EA, VcR:;"
!-1:JU...IO\J@:t 11 1-01
§ .,
TO MtJ.J.-. -+
1 I
I
I
I
_j
- . '
___ JL;:.0,--__,,:-1..,,i.J""u.-=-_.._.,_,,_
\.
-CONC, FL.oori!
'BL.AE::..
@WALL 'SEGT!ON
Q _,
N
<'-I
-
.
-~
'
. '
i
;:- l
Ill
·•
'bi
' iQ
FIN. fL,R.'
WALL
~;,.!C. 1" I LT· JP
P.A~-~
T.'o.w\
~IOI
1-1
' TOI< i (j
-J
-----_, ...
1-1
I 1'01<
-r 1·
..
' .
·' ,-...:
I FF. '
,,___
i ,, I ,!
' '
'
2 1,
•;)
--~-~
'
'I J, i,
~
,,
I
I
"'9 i..
'
~
u ✓
' - ,. ,,
. ~ . ' ' • , , ... ' .
tt, 9
\
.ll
.,,
.,
I
•
-
. . • • - ',,/9' ~ . .
,. ?
/ ~;.,
i
I
I
.--· - .
I !
'
r WILT-LIP R,OOF!NG OVl!!lil
/ PL-'(:..JOOD e.Hi!:A.Tlf.JG
' I
I
.
. •
L
--FUTU~ CE:.11 ... ING LINE. (N.1 C.)
-----SA.ND6L.r..~T C-ON~Tl=
Tlu-Uf" P,<>,J-fS..
• ,
.. z
. . . .
.,
.
. .
i
\
'
J
I
' f
'l
•
'
(
I
i
in _, ,..
-
'
. . • . . .
' ,
I
' j
' ' \
' I \
). PA,..;,"ET .~ALL e,~YONO
'
,,,-·· • e,Ull.T-UP ROOFiNG oveR - ' I F't..YW~co ::;Hl:?.ATING / ~
J. .
. . . . . . . • ' • I
l ! ' '
'
'
!
'
' .
:
r
' -
'
/
I
(
'
'
\ \ ' '-.
' ' , ... --if'RA~G MEMEil:R
! Pe?.. fiTl~UCfURN.-
J ' i
J
J
I
I
,
,.
'
J
'
,·
' ' /
,/ DNC, F'l.OOR 6LA.e
f
1/
'
-
-~·--
..
. , . . . . .
-
'
•
rl"lJ'l"Ui-.E. Cl!'.ll..lNG l..fNe.. (N, LC..)
-y®~
,
·1
I
I
I
~NE.!..
5~!--IPe>LA.sr-,__..,.._~
I COH~ETI:..
-.-. -4,U _______ !ft' KDO Pt.Y"1000 5.0FF"rr @
JOINT W~ERE. OCCUR5 !:>El!. i TtU'-UP ~
' '
v.J.. PAl,cL-
(,1 Jj.@,~~
.., ' t-
@WALL 'oECTIOH
I
.. --~ALUM11'1\Jl1 DoOR oeE.
SG.HeDt.Jt..J<.
• ,,
•
f
•
'
~·~--
• ' . . . . . . . . . . ..
'
' '
---• ..
I ,.
• •
,
.
; .
~~¥'~•; -~
. . .
ME.TA.'- Ri:.GLE."f- fA.1NTe:p
T.::> MATG!-1 Aw.JM. tilo!<j::
ffi:ONT lT'T'P)
5 C:.DNC. FA5C..IAGW!NG WALL
T.O.W. J _,,_ ·-•
-·
·ITTI .... ' ,.. . ... .,.
., ' r-
r:o.R. 2
"
. '
b .• >< Toi :'.t. "!'!'
., I
,-']· - •',:,;!'/ r-- I
~ or: "Aoi~ 1,A~5, ; •• ..... . ,,:.,..,"
----- ----- .
J
- · t·--- ~-
j + F~ -------... ·;.··
\'I ., t-
i ---+-.:..MfL.. <ot'JRT To
.-1- ' 11,1>,.Tc.H f<.01.,L.·JF'
I I• DOOi<
~~-
;"JJ
rCONC,, Fi.,o.c,R e>L.Ae:.
I
r- C,ONG. Af'~,-l
6l.oPE. fA.VING
I
...., • .,., ' I
I
r ,
• ... 0
\
ARCfflTECTS:
WtlUAM C KAOMMENHOEK A l.,I..
C 4862
Copvnght
o<.rommenhoek McKeown & Associates A j A
.A.II ideas, designs. and arrarwements md1~
cated on these drawings are 1he property
of Krornme11hoek McKeown & Associates
a.nd are mtended to be used in connect,on
with this spec1f1c project only and shall not
otherw-1se be used f-or any purpose whatso
ever withou1 the written corsent of the
arct"itocts There shall be n-o changes or
de,,.1at1ons from these drawings or the
accompanymg s_pecff1cations without the
wntten consent of the architects
CONSULTANTS!
REVISIONS.
~ !'3 APF<,1... l"IM- ~
ADP~JM 'A 1
r •
~ ,.q A Pf<JL- !"l'o>"f
,A;:,DE:/JDL r1 'e/
~ . PWT, cz:f-!<i?Ufa'J
,£:\ w APP.1L- 1"'!6=t e,.e,,
AP.'.)!=NDU M I~ ;
PAOJfCT:
I-a:
0~
0.a:
a:~
<( c.:
a:(I)
<(Cl>
:E~ lt)
9(/)t-
~ =>o CL al ..J
DRAWN• -r H I i?M i!:>
CHECKED• TA; JM"I<
DATE 2-b t'!Af<Q-i e4-
PROJECT NQ: <:>"I • (..4
SHEET TITLE• •
BUILDING
SECUON
SHEET NO.
<(
-z a:
0 LL
-_,
<(
0 ' ....
C
<C £Q
u,
..J
~
<(
0 • -~
t,;,
0 T""
T""'
(',I
O')
co ·-c ... .e ·-ca 0
0 0,
Cl)
Q
C co VJ
~
'C ... ca > Cl)
-::s
0 a:J
co
C
Cl)
...
0 ::i:
It) ,...
It) ,...
m C
·-c
C
(ti
-C.
°" !! ::, ..,
CJ
Cl) ..., ·-&.
~ cs:
• <t •
-• <t
"'
en w
tc -u
0 en
~ ca z
~ w
~
(.)
:IE
~
w
0 ::c z w
~
:E
0 a:
~
FOR REFERENCE ONLY
-t ):..-·-·
;•_,_·? .
•.
l.rt\:,.·_.·_.
' . i: - _.
'" . _,
S:.:c -
,~:-'.·
,,_.,, -. '·.
-,;.,-~.- •
\
\
I
i
-.i
'·
.
• , c- .·LilAD CALCWI..AT10NS . •
. '-~.-.-.--":'." ______ ,.,..~--------- ... ----·-~~---·--'""-----------:-----:---- ... ----"!"'"'"~- -- ----- • •'FOR• • .. flAIN SERVICE • . . . · ••· • · • • • ' • "---~· ~-..;.,_-~----~--:-~~-------~--------------------~.:...----.... -~ ........ .:.. .... ____ _;,__..,..,.__ __ ,--:-:-------7 23000 SQ, FT.~
23000 SQ,FT,il
i \,IATTS PER SQ.FT.
••. -~~ • \<tAT:TS
··j-
't,,19~ WATTS
.. .ifc,,:;w, WAT rs
/ /
,..._..,____--+_,..,L..l._ - --- -1 I '
· l:IGHTING
~R
HlSC.
11£:CH. A/C
tiOUSf:.
(,,,. WATTS PER SQ.FT. J,e aac!O. WAT.TS •
. ~700 WATTS
SINGLE
' ' LINE
NO SCAJ.:S
1,- MAiN;",t,,.JN A MIN, 0: 5 1 V"lH!:lN PNV-,l..L.SI..IN6 -
Fi FC""!""R'1CA' ;:::_' .. 'LOO.._:'·-._.· . j0 1_A_N.1 _ .. ~-- _.,r-,' ~;_->o.. "~~i;~";"""iJ"';"'•···--·[[-··~--0""i·"'-~--· ,;;,,._. ___ ·-·--· .;.'-:; __ ;._ -. ~l-.,.;:;;..c....;;;...,l:!,...:i._ ...... _--:..,.:;;;:;.-.; • ....:....,~-~~~. ---•~---•-· -•·· ~---------··"'--....,,.•·""·· ~-,,.. _____ ..,_.,._ -,;J /\;~~} •· Cf<OSS!NG AU- INEi UfJUTl!SS .•
·, ~ C-.~.> V
'$00
22 .
30!
37 ,.
_,_ ;, . ;- ·'1 ,, ·z..
~;.. '_ ,
1 .,
·- ,.
..
'
}
(
··:~ ,,c;_,r - . '\
(
. )
'1
\
p-~ c<>::ATJllN il'l; ffl
'
.
' '• ..
ll
' .
--
' I
l J - "",t'9'4f---f--4;--4f-c----f-~~---·"--1
t-------+--+-·-➔·---,H--+-P""·,t--11-+-1 • ~-I-·-+-'-.......,·-·-+---+-· .. : --1,.....-· -----1 i-------+-----4---,+---+,+-,M, :Jt ~ ~H-+-+--------1----..-+---+--"-'--_....._. t-...----.---~·.-,-,--+·--t---,~-+--+-+i • P....fc __ +·HH-'-'....+--..i:.--..Jf--':...-..--;......·~-·•~c ►----..... --.... ➔---+~--+---1--1--+_-.,.;<,, .f'-...... tit'" -. +--+-+--+---;1-----+-...-------1 lS
-
• TOT41.
.
'
' l
I
I
I
lO'fAI.. WATTS
'3 PHASE 4 WIRE .
LIGHTING FIXTURE SCHEDULE
i
. :-
I
' . • '
'FiXT.
-· NAME
S!Te
• ..
' .
I FIX1UP.E:
~CC~w;r.r; M Ae;:,JI!
,,-----ANC~ ed..116 AS fUiql!J.R,!'O
• -·~ .~ ... o ~ 11 ~
~2 ~~ '
i ~==~,
• .. • 'JI t
:-:;•·~: -r~i ,,_···_~ ~; +~•~ . .vi-FI-T~
' ,1; :·, • ' J . t•-4h4'il!e"e:eo.c. ~~
; . :; . .
;
;. C •s .. • •
MOUNTING OESC~PTJON
70 v',J ff,S:E:SseD ON. !..TIS,
70 ~ Hf'S p,j/~ATIC i..SNS
a
WP.L.L.
• SYMBOL. UST
BRANCH CIRCUIT CONOUIT HOMERUN TO PANEL. NUMBER Of
ARROWHEADS INDICATE NUMBER OF CIRCUITS.
PA-1 INOICATES PANEL AND CIRCUIT DEBlSNATEO.
CONDUIT AND WIRING AS FOLLOWS U.O.N.:
DUPLEX CONVENIENCE OUTLET, •ORIZOHTALlY
HAIN SWITCHBOARD
LIG~TING OR POWER PANEl, SURFACE MOUNTED
MAIN TELEPHONE BACKBOARD
RECESSED OOWN LIGH; FIXTURE
.
MOUHTEO, 0 +12"
u.o.N, A.F.f.
►•--•>ii FLUORESCENT STRIP lIGHT FIXTURE
PAAKIHG LOT LliJtT FlXTURE
---s-..... r-
r·
BRANCK CIRCUIT CONDUIT. CONCEALED !N W~LL OR CEILING
PffANCH CIRCVIT CONDUIT 60NCEALED
FL.ec:r~CAL. CO\'!Dll!T
1'EJ..Sf'HON5 Sf5""E:N CONDi.JIT
IM FLOO~ OP UNDERGROUND
SiNG-1..e. """ ,.,:S,::•W~•1-n::..::;:1.H:.-------------- ILECTBlCAl SPEtIFlb.TlONS
1. 6Elili:IUL
•• !SCt!-?! llf 'WDill. - t:CM9L£U EU:C'nnc.~ .. Si'STE"1S fl.11.l 't t:tll'tC1 lOW:AL. 0--.. 'CODEli:
ll~fE Q~ CALl'FGR~IA TlTLl f.
S~A1~ OF &Al~FC~HIA Tll[ 24
ClT¥ BF t~RLS~AP ElftT~ICA~ tOOf
NATTOJl.6.t. HEC1'fl,1tAl CCOE, 1 SE1
·c. SlHScMlHALS:
Ut;tii nx rn1n:s
OiS-COl<NECHi
SER~ICE £QtilPK~~T
PMELS
lit At; S HJ Fl~Ef:S
Ll:>fT FlXTUAtS
1, P~C U~Oc.~fLOOfi CR UNtlf~GRDUND
t, E~T.1-MC ~R fl~X18LC 1H t~Of F~R~lTlfP lOCAllOkS.
e. Fl?lI~as - Sfi SCREW Pf~~JBSIELE.
- JAKE !F-tlR FLE)';J8LE CONDUlT J f'E.A"MlSSISLE
HIHF.JOf. OUH.ET .. Pfl[SE;EO 5Hfl; (;O[lf Hl~C
EX'fE!.iOfl" ou1u:1 .. CASI ~EEtV 1!0'.lt.['$.
1, Slrl'JTUIES ;"QA, 'J.7'.' VOL"T, JVGfiY, Sf'(ClfIOi!ON l,ii.At:E. 2, RECEPH,CLES 2riA. ~2(1 VOLT, l'dOR't SPfCiflf;,ATJON GRADE.'
3. :SP!E.Clll l'tfC[P-lACLES - Mi. lNOEATEtl.
f-. C<!YEFI-PL,il,lf_Si
l. lWTERJO~ - SMOOTH. IVORY, PHE~OLIC
2', [inHHOR - •EAHi~J!PAtitlF, uNrn.f COVEi';,
G. COr-lDltCTORS - CtrPf>ill: ~rw~ HUI.OUG.t. UH 2
- ALU~I~UN; •rHw~ Sl1E 1/g AHO L~ij~E~
M. PA~EL5 - VL APPROVfO; PLUG-IN
- ~e ~lGAn CEH!ERS~
I. Dl$CONiiECi S)llllGHES - HOFISEPO!t'EI< HAHO; t'50 vau FGR 120/.:'CIO ~~ voi.,.; 601, \fOL1 HHt ~nJ 00 'i'tll T; tiH1A SR IN EXTEP!Hlfi LOCA1l(l-t1S,
J. LlSHTHIJG flXlUIU:S - PE.llo--Jl\l;.HlRE. SC~U'I\H.i', O"HIUl fl)l".il.'111:;$, kA~uF•cruRERS ~AY Ef USEO UPO~ EMGIN~E~'S AfP~O~Al.
,l. BAi.tASlS; EkER~Y E~flCI~NT, UlAPPRO¥EV, MIG~ POWER F~tTOR, L. LAMPS - FEfl fl~TURE $CffEPULE. [E~ERGV SA~l~G FOR ftUOttESC£~T.
E!tlC.iltlDII,
8. -CO!tOllll &l1A1.L bf flU-l't CO#CE.Ai..EO l'ftEIU POl.<SIBLE. rn EXPOSED LOCATlOffS, counu11 $~ALL ~Uij PAAALLEL SR PERPEN~1CU~A~ TO sn:it.1i::n111c.
fWf
PrlAS£ 1"
F'MA£E S
PHASf: C
t-lEUTF-AL
"-ROUtfl:l
P-f:-0
BlACi:
£ell.ff
'1\HH.
GRECr~
2.2.U~ULY.o.Ll
81'1:PW-~
GR~NG'E
'l'fl Will'
-QP. "'(
GHI:~
\,
.';'
·- -.....
,~ CONTACTart-10 l:!>8, ~L.e!O &'f"·' e~IC ,;r " ~-~ iJµtj .; ...,. . T~D I!'( i..~ CCNTA,:::iOft ~ /'Pl.,S, 11-0V £1. SPtlC~S - £.(H.DE"tESf; CtlNtiHTOF~ 'l!f!TJI ~ LUERS Of l,lf:)e. ' e.. FIXTUFIU, CUHfTS ,O<P EOVlP'.MHH SHALL' Bi: INSTA~,l.E[, CCkP"LETE; tHltt .tu .f'Lll-STER Jl:lNGS, CUll'£RPLAH5, en: .. 'fO i\55UAt ·,11.c;C1JAATE fll<TC-?t ____ ,.,.,~~'-...____../""--...._____,,,r-· \
,_,. ·,
•
•
1.11 lll'\'tl Slfl;,f,lt;;f, •
i,, '&otfPLfTION .flflltJlREM-ENTti: ,,,
1 ;- - 4S-fl0lt.T UPIAWHIGS ARE Rftt:LJJIIIEO !iN SEPIAS. a. 'HiS1' tcll\P\.E'n Hi:C.Hnt,,.t ~Yi.,li~ TQ 1,.S'S\.JP.E ff!tE01l-"'- f°ttG~ -._ $~0flTS 111•0 GROtNDS ,;\:t,-0 PAUP.Eli! SYSHtJI- fl.EWCTJON. _j ....
ARCHITECTS:
W1Lt.!AM C. KROMM£NHOEK A.I.A.
C 4e62 •
JOHN M. McKEOWN A,, f. A,
C -6617
Cop~right;
Krnmmentio~k /Mc-Keown & AssoCfa!es, Ai A,
All i-deas, designs. and arrangements indr
ca}ed on these drawings are \he property
of Krommenfioek:'McK,eown & Associates
and are intended to be used 1n connection
with this specific project only and shaH :1ot
otherwise be used for any Oufpose whatso~
ever without ~he Wf'Hen conserit of the
arch1tec1s. There shafl be no changes er
-deviations from these drawings or the
accompanying specifications without the
wtitten consent of the architects.
CONSULTANTS:
~EVISIONS:
'
:2.-t APRIL.. l9f:l4-
'
PROJECT:
<C .
-z·
( a: '
' 0 .
. LL. :,
-..J ..
<C . O ;
;
"' l
01 <C
. ffl j
O!IAWN:
CHECKED:
DATE:
PROJECT NO,:
SHEET TITI.E'
..J l
a: i
<C 0 :,
;
,_;.
EL.EC-..,/CA.L- S'Tc f>'..Ai'l,
S'NG'..E UN::: DtAGf?P,\1,
Pf\Na. SCHSDUc.SS,
~G. ~1,-"7J~ SCHE:DUL-e,
..DAD CAc.CJ:..AT,ONS
e, :=,LEG-. NO.,.ES
51.JilTS
SHEE.f NO..
E·1
....
FOR REFERENCE ONLY
•
- ~ ----
' '
y7
!
y7
I l.
'
! l I
[3;>~-----!-
i
•
•
1 ' I
I
--o----l---o--
I
.
FLOOR PLAN
'
1,./.1~
w.i,u.;
i
FIXTURE SCHEDULE
''l00J'll1.U11.'ID 'A'
SllALL IIE J.R, SIII'fll IIO, l010-Y-A llOCO CAS'l' lltOli BODY WITH COlml!iED !'UllllING CLAJIP Al!I) GJIAVJJI. srop Wl'l'Jr M,t/llIWII DOIIII. -~
I
' '
-fl,~"£6i
j
. PRESSURE REDUCING ST A TION
n •• ~ •
' '
/
----
r
l
'
t
•
. I
..
·--
I
•
I
?
•
\
t
•
• i
LEGEND
~ ....
Me,p. .,,.
~
CQ.j,!¥f~
~IG- .»l.r>
""""" ... ~l>iof---
M-lli_
~ ..,. ... .., a)f'
~ cl&II.N Otif
c-4..:.-. """1,.
c~ w
~-~
•
'
'
r
f'lf"lie
•
fiitl':,.lt,46
rx>N!'-1 •Pl!!
e,,,,..µ.~v
~LAHCI~
------1
,,,_.'f 'f>t' H
ai. ~ QI!!~
,..~
1 '
•
•
l
i
I
1 r
;
;·:~. -·;•1i•~-wtiil; ~~n, ;\o~-:--~.,:.,?":;;~~- <'--.c -- _ ,·-; ,_,._.,~. • ~,.<-r tfth.fta ..,.., .. 8P'f-tl#"r-N a:d:ll'n .. ifL f.:0.ttliiKt:41 AIU~..fl:kl.ua-n • ~, .:--fiM1,.:u UN:r..-u.s& 0 A«~ U.J" nt JIAfidiM:-J"IAR. .... il-N•U.O ; _-SU_fftnatl,lllNI'. _ - - - - • - ' • ~ J
• I
•
," -
·\ -~
\',*:,.--' ,.. -~
' \\
' '
l'-.,,--._
~ CO!J!..Jc
\ l,)tp ~l'li'i
:J~. ~-S
•
t
SITE PLAN
l
•
,·;.<• u,r.y,-,.~ ,,~••
~-~JU ff filffl8
' f • • r:•;:~~-i~~~i~!£~u;:.t-:~~-::.s: i-:E~"~~ftUJIS AU -=-UffB. l'.flllt.f'I' -A.U.. -f'9t-ltt $F unecnns ffrlU TU Jttt.HU .. ATl:OM • M'f fllPIMi
•• -Hfift flU.ilC.lt JJJIUL!. W.U-Mlat: U'hL-"-"tDf l.l'.UUIII, .uto -.,,..r an1s.ui1 1ti:n .. tus. ... ---~ tt.JVA.Tinfi IMG'illt h PU.Ira U& fP- MF~ Oftl.l". /- #tt!'IU'CAU.t 1/H!FY Tit.-T Hlt.D-JJI.G aotn-a CA.N H tlli'UU.D WHH ,...E.« ·~ ~ .c:~rff T.O Ut.liM.l nu.R l'I- lHUUUtG .un· ...... - ~ $ ~
_ '- :ffifl:• 8114-liU•H~. HO#G.I&UE Ul:lUU . .A'tlO. 0, ftOff OA,\lijl U't"M. -_ ·••n• *n!Nf Qf' l-Hi WO!tt. lfl$TA-U.. tu~ ilA i-OT"fQl!llf ~H.f:'f AS- - - ~lJEll-. ..--.wnk ,t..uw.nu;: Alie pa.:::a flECiU'ij8 ,,. SP-1:C IHU! AJIO , lUT-aU. U RUUlf>:E:D. UdHAi..l idtO T~TE Wil/t;-l;S. A& i-kGll,11,, .. , ... , .. Uffll1
-· f. •• US'U.f,.I. PiR--f! U•H lff.U19Ilft. THm!Sl 81.0G>-I,. I:ll tntcr - _ -· ~-OttN,.tu::,e Pu: ,B.AJl 81£&8 -AAEA. -'IUlOUt. 1-T,..,._Mi PAA•txc •-HI. - • .. t- - :,...; UiRAU.. Hill .-au MID CftAUt- 't.Al..Yi "' fl'IOlffr. •. ·.u.nuu,nc f'IA-i. SPll,Uj.Ull,G Stl.>\lL ti ~lffl): FOIi ,AU,_ MIU.I ''" ~ Rl!'tl aul-L.IH f'ff afPA Ml. 11 A~P Mi ~EOUI~ED er TffE $1A?t - 'lillll l.KM. flff£ AUlNIJRi11$S. ftt£ -Mfit S¥STiBf SHA~l e£ DESIGNED SU tfl,A.t • ¥UH Hf>¥ un 'Of o .. :u UllhS P-f?I NH.Utt PE"fi $QUA-RE F=oOT -- fLG-U MH!.A CA.Ii ae: ACJt.!-EYfD Ut tN"E flOiT UH-OH a,o-eD sa.u.ui.e .~, Hu DF nt Bt:IIUititt. ,uiaa nu sHA.u ae: sn.oe:sitA.-1.J.Y ~tEli T-tti!OU&hlkrT lMi tUlLPJM6 re FAC!ll1J1l: #ijf\ltl:I 1t■•at c -~'t016H SPR'IltK~E.R UMCH ~TEMilQU.
' 1-JIES;E :P-l..,OfS MIE FM PUUi-fl-!11'6 MA.TES:UU lit •nc, .. v ttd,1SllMS t-M.'t. _- :11.ov-u:u '1.UN$Hl6 P-t,AQ M-UH ,BJ: s~u:s -F~ .l.P.PfUWA1.. PRID'R te ~ -''--UT NV'~Oll~ff-EHTS, -·
...y ~3Y~l1M BCQBI~~«£MfS:
-~ffl"A'UD iH:G!IO.&G -C:-0..-Pt..lAfit.lt Y111-i &t"VISIC-!11~7 OF TH! '-t.M...lfOMU·. ll{f!UiT :Ci#SOY.A.HD:!t S-TMf&A.Rl'JS Nuar fli. SWUU'f'fEO A-tif.l _#"MIVE'D !rf ME {;0-'f Nl.-l+J 'r-0 ~S:hM~E Of tUtHT UtP-Rfl'H.flEt,l'T Hfdt.lT~-
......... muuu
" CVITRA-C'!'fatt SNAU E:itlie-ctw ExtllEJlf c:A-,.f re AVOIO N.N.f.GE Ui _ P,PW.tltl> -ttd:ifitH«.n1:MI HJfVlCt-,$;., WH-LlTY f:GEffCIES: lmAU &IE ,Q:Q.Unte.o ta U\CA'fl bl\' Jl!»I.trfG- ~In Oft lftm?MG' Tti/\i :Kl:C!iT SE U1: ra;; .OU, Ylt£11l Ml" ~Q&,WUJUI fM:U .. ITY IS fHC.~TfrlEO W<fl.Cll ;l-lJJOT $Ji11Wfrl l)Jt THE Pt,Mj!i-:£1f' IU!kfIOr,Ul i-H AN¥ o:nrf CONJHC.r -.cuas.~-r • ttrl: -C-0-1HRtoUi,11 lD:ll-.-\.L, &l&t.OMTillU.f: f~E ex 'U un11 ANO ~urav .;:k.-4- li1f. Ai<cl'l.n-ecr ,oa ldf'Unn .
•
•
1 \
\
•
'
'IJ'lfUIAM C. ~ A.f • .A
C o\-66.2
JOt!I< M. ~ A.CA.
C -66.17
Al' 1tJeas. de$grs, a11d arrangem,e,0?<S,.. ••J ..
c<."t:eci or- tnese :traw,ngs are the ;,rr.:ce-·r1
.~· ~~ommef"hoei,,; ~cKe-o-'h-r-& Astct; dte-:
fl"lO are ,n1erided to oe '...~ ,,., conrects,;.r
-..,·:r, tt-,,s Wt?crtic p10ten vmy ara stia, "•.:·
c:-~erwtSe oe useo tor any purpose what~c.
"!.,er lr\c1thou1 tl">e wnt1&i1' consent c-t F>t
arcr:ttocts There sti-ft-1-, tie no cha.nge-s ,.~
'.'.E:Y.)jl'.he)ns f,om ttteu -dnna,•i'!QS v, 1r-->.:r
.ae.::.cc.moa-ny1f"~ SPftl-,•u:-ations w,tnc.vt 1')8
wnrten consent ot tl"le &fC')•tects
CONSUlTAl'iTS:
PEV1SIOl'iS
•
»z.;:=="'--··-'-·"""""---- -""'3;-··-··-- =
PAOJl)CT
--------. -·--
OMAWN' ..Jt,,.f!',,
CHECKED· DED , D M
JATE ;2t, Ki,~ t,,:f-
PROJl:CT !1(1· 84-C:.4
SHEET TfTlE0
Floor Plan, 'Site
Plan & Schedule
------- -·· -------SHUT NO.
·M/P·1
r
~
l
l i
! It c;,; i ~ , __
C
If:
-- ~-
. ;r
e.· i
--· :-
-0· ~
.:~ ·1
,
FOR REFERENCE ONLY
.
FOOTING AND COLUMN SCHEDULE
WIDTH
DES LENGTH - - - - THICKNESS REINFORCING CO'-IJMN BASE PLATE ANCHOR BOLTS <D
3'-0"
- a-·-o~- - - - 12· 2 #4 EA WAY PIPE 5 STD O"x7/8'xo·-10" (41 ®
2·-a~ 12' - 2~'-6"' - - - - NO STEEL PIPE 5 STD 0" x7 /8 1' :XO' -1 O" (4) ·~--••a'-•
--- ··-··--·····
®
2~-3" - 2-· -3"' - - - 12"'
- NO STEEL PIPE 5 STD O"x'l/B'xo·-10· (4)
i 'Z 11
0 - - - 1'2j' dO ':TEE-L -;; <>-rJ -r. - -
- ·•·-··-·-· IG,•
® - - - - - - 1'2.ll •-IO STEEL - -co,~1-
_2~-G,il
® - -~-· - 1'1' ,JO STE:EL - -COtJ-r
_:!;.'-9'' (J) - - - 1"£11
4 4 4- t:: ',.,/ . '2 4" q, cot.Jc.· ---".:: t_ ,qt
~·--- 31.011
® -:,.O'Co~1-1 - - - 24" 4 i.7 T{!:> - -
'?'-Oh
® -40~0•! - . '2 4-' 4 "'1 TiB ··--- -
41.,ai 4.17 Ttl:S
.
@ - - - 24" -·- ·-2i,1.ol1 Lot-JG i-,-J 171NA
FOUNDATION NOTES
0 & i:--JEE- P:.P..N FO~
LOCATIONS CONTINUOUS 2•-5P WIDE CONCRETE POUR STRIP. TYF (2) #4 HOOK BARS X 8'-0" LONG AT B'-0~ ~ c .. TYP
ro - -CONTROL JOINTS AT 24'-0" 0 C EA WAY MAXI>IUM
(.) 3 1/2' MIN CONCRETE FLOOR SLAB W/
6x6 - Wi A>tW1. 4 WELDED WIRE MESH
©
(s)
0 ©
Cs)
0 (17ji
I. f'fZiQP, T:.l TkE C0l~1f'-.ACTOF'. KE.GllJE.S-TINC. A. '3Ull ... D!f.JG 17E.f'AF-T1'1E:Nf fQUIJC::A TtOIJ INS-f'E.CTION, TiH': SOJLS- ENG it~ E.EP.
SHALL 6,DV:SE: Trlc B,J1LV•W6 Of'f'ICiAL. IN wf'Sf!WG THAT, I, THE e>IJILDiiJG ~o '.JAS ffiEf'Af'-cO ltJ ACC.Of\l?ANCIS "'111~ ~1-1e- SOILS f,Ef'Of\T•
1. 1'!lE,. J11UTY Tt',ENC~E,$ fiA\/€: ee£:l.l Ff-OPE.l",L'f eACl',flLLE:D At11? COMPACT cl?_ AtlO;
~- Tile FOtJ>JOATIOtJ ~CAVA TtO!J'S, f01'M1WG AH(, I' l::-1Nf0f',C.fc.MEN1 C.OMPL'( WliH 1fll: SOIL.'? fsi:'ft?f'.T Ai.JO AfPROVt:O f'l..t..N. ® ®
'
.S/4<l
3/4"
3/4"
-
-
-
-
---
-
-
168'-0"
®
®
®
• 0
I
-0
...
' 0
I .
0 V
' 0
t
' 0
' 0
"'
' 0
I
0 _ ..
-
0 I
" 24'-o' ,_ 24·--o"
12· 24'
0 <+--
DIA
DIA
DIA
--
-
'i FOOiiNC..
"
COLUMN ::,c HE:OULl!: (CONT IN Ufi.!i) ' j
' WI OTl-l ! DE:!>. 7:.ewE>, r - TfllCKWE:.½ REI 1--lf'OP:CI N6 ! ® --- ---
- ··-- ,., ----- ___ ,, ---
-
~~- - _., ·-· -- - ···- .. - ... -------·--· ------·--~ - -·-·-·-· --·-·- -- -
........
·---- - -- - --
-- ·-··- ----
------
----·--
--·-·-----
·-~-"-""" ~-·•,·--~··-- .
-··------•·•"'·•-·
---··- >----·~-- - . -- ·-. - - - -------r- ------- -
------- - - ----
·-
T~---_-- :__::_:_
-------- -----
-------- -- ------· .. . ..... .. ····-··-··· ••••••• ··-• ·--· --· ·-- ----- ------- NOTE.'.
1- SE.E (g/53,1 r'OI", f'ooT I r-.16 vE:F'THS.
-
-
• I
I
® ®
24'-0'
COLUl"'IN BASe F'lATE ANC!lO~ l:iOLTT:,
Ii ~ I BJl-:x 'Q/41; X , - ¼" TS'::> ><- 2 " .'2$ \.4)"4-'DIA 0 1_ qa1 - -
-----
..... ------·--···
~-------·---· ------ - --
-· . -
·--·-··
--------- ----------
• 0
I
-<D
"'
• 0
I
0 ..,
' 0
'
f ' '
.
•
®
®
___ ,
- - ., ... ..
, 1;,\5ef- PLAN FOR.
LOGA Ti.Or-JS .
-
...
,
FOUNDATION PLAN
SCAL.E 1/:t6" ~ 1 ·-0"
I .
' t
' t
j
I
I
j
ROOF FRAMING NOTES
0 AT SUBPURLINS USE SIMPSON PAR STRAPS & (5) N45A
FASTENERS !l 4B' OC
m AT PURLINS USE SIMPSON PAT-23 W/ (3) i/2" DIA MACHINE BOLTS@ 8'-0' OC (EA PURL IN) fa) HINGE CONNECTOR SIMPSON HCCT5-6
@ Lit.ilcS 3. 6,
(4) HINGE CONNECTOR SIMPSON HC5-6
@ LINES 2. 4, & 5 --
0 ROOF SHEATHING 1/2"' STRUCT I PLYWOOD
WITH 10d NAILS PER NAILING DIAPHRAGM PLAN.
(s) SIJBPURLINS SPANNING MORE THAN 8'-0'
TO BE 3X4 D~/L #2 b 24"' QC
0 SUBPUAUNS TO 6E 2x4 OF /L #2 !l 24" OC
UNLESS NOTED OTHERWISE
Ca) SIJBPURLIN HANGERS TO BE SIMPSON "F" SfRIES
0 PURLIN HANGERS TO SE SIMPSON "MNP' SERIES.
0 ELEVATIONS SHOWN ARE TOP OF BEAM OP LEDGER.
(17ji HS1<o EA SIDE 'Of BEAi'! A1 Jo11-.IT
r
FRAMING SCHEDULE
DES SIZE MATER CAM8ER
Bi 5 !/8 X 24 2.182' 1100'
B2 5 1/8 X 24 2 i82" 1100·
63 5 1/8 X 24 2 182"' 1100'
84 5 1/8 X 12 750" 60-0'
85 5 1/8 X 15 1 oao· aoo·
SB 5 1/8 X 19 1/2 1 707"' 900'
87 5 1/8 X 22 1/2 2 667'' 900' .
BB 5 1/8 X 16 1/2 1 470" 800'
P1 4X14 DF/l #1 -•·---·-- --------
~-··-·•-···--... -
P2 4x 1'2. DF /L -tc I --
NOTE:::
fi:OOf fRAt11t--k::, UNOE;P- ME-CHp..,tJlCAL
U N I i? t '? A '5 F'O l lO W<:, ;
f'U~LI f.JS: 4x It:; Dft,/1FI
$Uf;-FUF,L.Jt.l:5 : Zx4 Dfl/,a1c1 (o., 24"oc.
®
I
®
I
'
,.--::;-~
PZ / _..,--- BMC!: 10 - . r ~0
' [':,X) !- , S,. 2 I ' jr✓'
!(ft
,,,..,
I
~ j F'I
fflt I ,__ -- --
--- -
I --,.._ (L
-
Pl ---/
' i
M
--- _m ____
Pl '
' I ' +
.. f'-v·
" '
II Pl
EfsJLARGED PLAN
/A\ 1~• "=Tl. F1_'(';,1i; ~-"TJ...S.~2PB.C
~. 1ad rlA.; ~7 .Z."ot.. '_E:OG;!<: (i P''...f. _ tL .. ~l\ !)" BE.A..t...1~ & :;;t;e,. f"'":JR ... :t!?
@ 1k' 51. J:. !'';(wr7 'c~AGGEP.l':D
10~ NAIL5 -2 '62.' <>G- L.&OGE'P ~ "'~f';~ir..is
4' a,; !?EAl1S i "'ll 6 f' JP l ,N5
©
1/z." ST 1. FL"r''w'D NOT ':'.TAG:S.':c!".Sc;;
1-0,i f./Ai:.. 7 G'1 o,:; AL l.. Er7GE.'i> :..T '1-
f-.!Alllt'JG tJ ! /"" _; P, .~ M
® ® 0 ®
,:__-::,,
FOR e'>f(A;;: e;; Jo""'-i::1' --~-'
COL U ~ t ./7 Al- I I'-
-
1·,
188'-0" .,,_ _______________ .;·:__ ______ -'-'='-"----=-----------------~-----,r "' -- 1 -
® 0 ..:':...
I -
@a:· -11.---~1---
®
®
®
Q)
-0 ..,
'
"' ..
1/)
w u
<(
"-- "'
-0
I
ID
•
' 1
0 -
I a, .
0 .Q;
"
• .,,
......
0 "'
' -- I o.
ru "'
"--
IO •
24'-0"
-
-
-
-- 0..
-
..
<D
"' a,
24'-0"
-Q.
tD \ 18'4! ,12·
I:,
24'-0"
ROOF
SCALE
m m
I
ID .,
.,a·-• u2· n '\
5'!1.i
FRAMING
24'-0"
..... a,
PLAN
CD
OJ
"' a,
24'-0''
-a.
-
.
0 I
0 "
; 1-8' ----0 1/2" U-
~"'. ~ :~:,,.T L
-l ' 0
!m
-
-
' ID
"'
.
0 I
<t
(0
-
®
®
ARCHITECTS,
WILLIAM C KROMMENHOEK A I A
C '4862
JOHN M Mcl(EOWN A i A.
C 6611
Copyright'
~rommenhoek McKeown & Associates, A I A
·-AH ideas, designs, and arrangements H1di•
cated ori 1hese drawings are the property
of Krommenhoek. McKeown & Assoctates
and are intended to be used u) connection
w1H) this spec1f1c protect only and sha!I not
otherwise be used for any purpose whatso
ever without the written consent of the
a,.ch<tects There shall be no changes or
dev1at•ons from these drawings or the
acco.rnpariyIng spec1i1cat1ons without the
written conse-nt ofih'e architects
CONSULTANTS,
' ' /
' } .. , J
REVISIONS
~ :~, :.,,,--;: ~
,~~~Vb VPT
,,fu B/t.C,/t4
PROJECT
CHECKED·
t
1 PROJECT NO: B-"- ·6:>-"r
SHEET TITLE'
PB
LB
<(
-z a:
0 LL
-..J
<C
0 ....
C
<(
m
U)
..J
a:
<(
0 poU t-l t;:,A i IC' N PLAN
Roof f'!$AM I ,Jc, Pt.A 1-l
SHEET NO.
S-1
~
'0 ...
ta
> ID
-::,
0 cc
l'a
C
G)
...
0 :!:
U) ,..
U)
,-
C)
C
·-c
C
~
-c..
~
Cl)
.. ::, ..,
CJ
Cl) .., ·-s::. CJ ...
<C
• <C •
-• <(
..
U)
w
~ -(J
0 "' ~
~
z
~ w ::.:::
CJ
:E
~
w
0 :I:
z w
:E
FOR REFERENCE ONLY
• ' ;:-<;-~
·-~-J, . ..
f~i~ ..
-:~?--'c-;.-~.c&7.-:f'
:-:~3:~~~~'
;:';;J1}c:&I1:;"_
C •~._ .,;~
• 0
I .
N
"'
: :'1~.101!~1;.
• 0
-I . ... -
• C\J . . ,-..
•
CD
t
18'-1 1/2'
O.L. ~ i····--
48'- □ ®
47'-9"
iB '-6 1/2"
T.0.8. '-
r8i
3" •
C.L. JOJNT=::f:
19'-6 1/2' ,
1 .0.L \II
. CHORD
STEEL ..... , ...... ~.- .. , . .,. ........................................... -.. -· ... • ;;; •,•.•,• ............ • • ...... •.•.a" .. •••••• , fQ~w\
\: : ' .-,
' - - . - -
®
)--ARCH'L
~ j !"\
~
- 0 ·i J
INDENT
~EYOND
- "< I
'. :I ,.
. -• . . : :
: : . . . .
....!... _:_ - - --... -·
I , , \
4·:i
\' -~
:- j 1q C r
~~/ ' : : \.:'> 01 .1M
' ' ) -; : ·--~
- . - - ...F,f:l. f!,B - - ~··- - -.... -·
-· - 151'<.AC\s ,o f':00(- !"'t,F'-
OISTAIL. 1/-:,4-. T'<f'
r;, ALL Lt>JTet.'5
- -
•
- -
0 • ru .....
-
5 112· 24'-0"' ®
'
" : \
\ :· ;/
:--.
"' 11 '
c:: :.t,_ '1.j ><:•_.-
24'-5 1/2'
Si.M
0 6S7\
~
·---- ,-I
- _FJ!i. f'!.B. - . - . - ~:
®
38'-0"
-
,-..
•
"'
• .,
l
ru
"'
• 0
-I
• 0
-I
13'-0"
5'-5 1/4"
j
!. 9' -6 3/ 4"
15'-0'
®
34'-2 3/4'
® 21'-5 :1/4'
•
"L
18' -0"
·-
40'-5 1/2" ®
27'-5 1/2'
25'-5 1/2"
®
\ CHORD '-STEEL • 0
-I
l 5•-5l114• .. ,,
'
' j 5 !/2"
..
168'-0'
-·
19'-4 1/2' 20'-0 112·
/ T.0 8, /I 0 L
18'-0 112· 1B'-8 1/2" / I .,.... ..... T. 0 [ - T 0 B .. , . ..
•
"'
ru ru
®
2 3/4'.if--
• 0
~
I
• ru
I
24'-0'
28'-0"
To L.
0 24'-0"
61'-2 3/4'
L JOINT
T.0.8
®
' 35'-2 3/4" :
13'-0"
T O B
---1:1 1/4jt
THICK~
• 0
..
I .
:11'-0"
T.O.L
-N
N
®
. .....
·-·-1.i....::::....::·...=.~--=~-=--=~F~J~~::....::.F~!.B::....:: • ...=....2.=·::?...:?;·r....:.·...=.~-_;r-:-~-~~+-~--+-_..,. 24'-0"
-
5 1/2"-l!l'------=-24-'-' ·..:·O:.."------l'
24'-5 1/2'
l 'i
....
[ ~ - - - _FJ~ f'i.B_ - - - • - ~:--:1<-
•
"'
0 ®
51 '-6 1/2'
1 19'-6 1/2'
/TOB ,
/ ~ 19'-0 1.12"
'.0 L \
CL
20·-2
26'-8"
3/4" 4•-11 1/2"
..._ CL
I! ------+-JOINT ...
.. .. ..
r f __
' (I)
~f)SIMILAR
3/4H
JOINT--TYP. ]'
s·bs 3/4'\5'-o"j.
'l 'I
/
' .
26'-0"
-·-
• .,
l
"' ru
18'-S .. JL2" 18'-0
T D.L
®
--
• 0
~ l
I ' . ~- .. . ..,
-
',-- ... - .. ·,
• • -11½+' 0
-'
11.JK~ . j ... . .,.,_ - - -
5'-5 1/•
' '
Q)
1/2"
• ..,
' a,
4'-11
CL JOlNT
•
"' I . ,...
•
"'
!6'-0"
.. .. ····-········
4)
' ,•,.-...... !'.-.-.-.-.-.-.. -.-.. .J.
!/2" l ·5 3/ 4'
--..
:
..
. "' -
I' .
0 0
~
' .
LF_,_ ,.._
_._..l ..
.
(jO'\
\ s·avl <)P.
\ • .,k
............................
2'-0"
~\
. '- 'YT,· .... en n
I -~?_jl -a,
®
·,· ..... --
11 ':'\
i-C -7 ") (
". ---···
..
• <D
ru ru
39'-0"
-. ···-·· ·-·-.....
(;>
® ©
1 25'-5 i/2"
'-11 1/4'
THICK'--i
- - - - - -
,( " l 9·-5
. - -
1/ 4'
5'-6 ' 3/4" 5'-5
-
BB'-0"
. 1 i '-0"
-. -- .. ,. _.._._.._.,_ -·-'-···'-·-~ .. .. ...
{~ ·i
.• -
2· ~-o" V
) . ,F
;l
1/2"
®
,...... Cl
. ... - .
2·-0"
l'--,r
' !
f
' .. .. " .........
'i'? I j
-,coo' '-".,.
'
©
5' 5 )/1." -
!
4•-11!1;2· ' 5 3/
• .,
'
"'
CL
JOINT
···-····
•
"' I
-....
.
"'
22'-0"
JOINT-TYP
... ,. -. - . -.. ... -- ..
~)
!
' @ ~
r.,,,.,.,..
·--
-- ' i
..
..
.. .. ..
'
. ..
"' '
0 • 0
~
I .
F.F
!'·-
- - ........... , .
.. . ..
- - . - - - - - - - - - , - - - - - - - . - - _/_ - . - - - . - . - . ••••• - - - - - - - ,- '• - - - . - ' " 12'-6 3/4"
!
i8'-0 1'
. -. _,
I 35'-0" :
j
15'-0"
Ei~~GE ..,-,, F?Of fc:t<-"--"
0 E:1':L.. I L- I ;•;:, + T''F r;,
A LL. I.It fT"-- f'At J ".':LS
0 ' .
20'-0"
®
3• 23'-3JI 1 ·- ~ 23'-3" 3~ -11'------'==-....:::...------'-..H'-------=:........:c:..._ ___ ----,t 1 4x6
_/_ PLATE ,/ T .0 8
~ • ..
'
... ......
\ _ _I LLCJ
"' ~t \
LL..LJ 2 " 2' • - ..... - I -· LI...lJ 0 \ ',a- . ! . ""' - ( ~ "
. ' -~ -. ··- .... --;..-.· -.- --.......... ~ ........... ~-- .--;,. --..... ,. ... ,.. ti,;:=.-\---=--.......,, 11"
\.__ CHORD S Tl. ,,-
• !D
' "' ru
I
"' -
,,--
' ru
I . ,.._
.
a,
' "' I
0 ru
.. -. ... . ..... . . . . -. .,,._ •'
5'-5 1/ 4'
'
'/" .... ...... ... ~ ..... ~ .... ,, '
<51 /41 t/4" • ..,
~Hl_C2
I
- v !I)
- - - - - - - -
l 24'-0"
a•-5 ::.12•
5 3/4" ·-11 3/4'
CL JOIN
•
4-~i,_.,;ro:... , E11\1 ELEl
-
.
- -
... . ..
.. ., "
- -
;
l
'
-Cl) ....,
-
. . - -. -. .. ... , .... .. . · . - - < • ··----- ________ ,. ___ ._._._ ....... , "·' ..... . •. - b'f~c·'-
-~
-;,-;--... I
s~.'Jj-YF. (n"'° ~.i, ;·
d : I
i~ ,.
Ir -2 t!>isl>-~ re"- 1/<;,4 &. ~
I
rfi', ' ' c.2'.,i ~--~- .. • 0
\ '53 'Z,: -~- - I
-
! ,.._
. - - - - - - - _\ -- ~. -
12·-o" 12· -0 11
B'-5 . "
7•-11 3/4' 5 3/4"
~
x i
LATE!
:
. -.
.
(p
,n
. I
. . .., "' I
-.
"' ....
• F I_N,.f[.R_ "' : ....,,,
---- . ----· ---
- . ·-·
_._..., __ ._,_.,,._._ .......... + ···-· •• - - -.-.-..-..-................ -
~
- - - - - - - - -
24'-2 3/4"
Q)
5 3/4'~ \ta·
JOIN
~~ 1-. - j
- - - -
I •
ri'h " '
\:':::}I
• <'l
I .
"' TO
- - - - - - - - - - - - - - - - - - - - -
47~-s 112~
ts"\
' ....... 3-'1
,._ .
26'--0"
C:
I
((:
1·-: -
~
I
-,...
' ,..-- - - - . - - -··· - . -a
"'
(-/1 -
- .
"\." • •• ••· ••·. -.• • • ._.. """- • • • . -~ ~•, • .-. • • • • •. • • • .. ·n·.· _},-" ~-.,_.,. • ~3 \
-~
' #7 TOP &
-
l
l.
-
BOTTOM.
~
3'-01! 20·-o· PANEL 1123 . '-r - r:r .... • • • • • • •••••<-• • .,..._ •• •••• •· •• ••• P.s. • " • • • ••• ••• ·.-.- • • •• ·1 . -. -.-.-.·-............. ·-·---· ·-· ............ . ~ X €>
("s'-,, I I • ..,
1 I ' \<:~/..) -I I ,-...
F.ltL .FJ..F! - -' . I - -- - -- - - - - - - - - - - - - . - . - - - 1Yf .
l
~
- •
i " - 46' ··2 3/4' ... .
® ® 148'-0'
40 '-0' 40 ·-o·
,,,._(\ ,12• <?, .. ~ < I:>' 1~'-0 1 /2 11
.,....- I .U. L,
/
I .u. L
,.. ' /.0 L
• ... •
' '"1
.... . . . . ~ .......... - --.-. ·-···-·•"'"" •· .... -,, ... -.-.......... •". . ---... . .... --.· .. . - .. . -.. - ... -.~-. ... .,,-,. ................ ~-- -. --. - . , . -. -......... ~ .. ,. ........ ,. .... ····· ..... ,. ......... -.. "-'" "-'·"· '- (4\ /IV'\ s3y Tl'f'. ---;
~1.J ._.,..
T,F
"
t.; • 'U a,a ,,,, •• uu,,. >. .,; ... ,·••-"•',.''a,,-,·~··~- ., .. ,, ..... ,, .... , ... ,,. ... ,.,.,_, .. , •••••··,·uu·,, ...... ,,.,, .. ,, ... ······,u•••••··· ., ....... ,.~~-- {:> €>
I
d; • -·.:,_ - - - ... - - - - - - . - - - . - - •··· - - - - - -
TYPICAL WALL STEEL
PANEL WALL WALL VERTICAL HORIZONTAL NUMBER LINE THICKNESS STEEL STEEL 1 - 30 ----- • *4 @ 16 1/2" oc 13 !l 16 !/2' QC -
31 • 33 ----- • ,!13 ~ 16 1/2' oc #3 !i 16 1/2" oc
.
* NOTE: PANELS ARE TYPICALL V 5 J/2" THICK EXCEPT WHERE SHOWN
OTHERWISE ON WALL ELEVA'TIONS,
CHORD
STEEL
#1
_,, _____
- - - - -
REMARKS
.,
~ ' "' ..,
---- ' .., "'
0 '"
'"' I
' -• "' "' .... ..,
•
"'
I '
I
1 I
j
5' 11 1/2' 13'-9 1/2"
®
I
I.
~
IT ,~ ~
13'-9 1/2"
.
<O
-
• .,
© ®
40 ·-o•! 28'-0" .
CL JOINT--TYP
?
• ...
L~A~CH 'L
.... .............
. -.
INOENTSl
••U<d<<,OX< •• ,..,; H,,.t7 •---... ,.,.,
~
- F_ll:,L _Fl._R_ - - - - -
PANE~ NO.
1,3,5,8,11
iS, 20 23, 25. 26
2. 6, 8, 10, 12
14, 16, 18
27. 28, 29. 30
)r l 1/2"
/ .O.L
' .
• ,
\ - .... ,
,_
'\:· - - .
T • '---CHORD '2. .\ 0 .
h :---,re tj
STEEL . ·. 3~ '
1t<-::: <_:_~ I
' ...
I LI u -. , .. '
~
,,.,
""·' ~ ... -"---f • 0
~
-. I . ....
- - - - - - - - - - - - - - - - - - - -
12'-6" 12'-6"
LEDGER
LE0GEFI
SIZE
4 • e 3/4" OIA
4 X e 3/4" DIA
-4 i( 10 SEE DETAIL
4 X 10 SEE DETAIL
4 X 10 SEE DETAIL
L Bf'l-'.CE' TO
AS ;;>f1AI'-
SCHEDULE
BOLl'ING
BOLTS @ 48" oc
BOLTS @ 48" oc
4/53 2
4/S3 2
4/S3 2
1~-- 1/~"
0. [ '
• . . ··-· . .
0 -I
-
"'
-
• .....
""" ,. - ·,ff-·· --'I<
#
" - 1/4 •
"
0 I 1rik.. -. I
V "' . .
✓ ....
- - - - - - - - -
l 10·-o 3/4"5 '-5 i;J•
REMARKS
AT ALL SUB-PURLIN TO WALL CONN
AT ALL SUB·-PUALIN
TO WALL CONN
AT ALL PURl. IN TO WALL CONN
AT ALL PLRLIN
TO WALL CONN
' a,
i .
OJ
ru
l
!
' I
l
' 41
I
ARCHITECTS,
WILLIAM C KAOMMENHOEK A I A.
C 4862
JOHN M Mc:KEOWN A I A
C 6617
Copynght
KrommenhoeK McKeown & Assoc1ates, Ai A
Al I ideas des1gns, and arrangeme-nts ind,
cated on these drawings are the property
of Krommenhoek McKeov,·n & Associates
and are intended to be used m connect:orr
with this spec1f:c proJect only and shai! nc1
otherwise be used for an.y ourpose wtiatso
ever w1t'"lo:..1t the written consent of the
architects There shell be no changes or
dev1atfons from these drawings or the
accomp~ng spec1hcat1ons w11hout the
written consem of the architects
..
CONSULTANTS·
/,
--~ g ~
'j j ... ,
REVISIONS
' \
l'lAPF,84
PROJECT
DRAWN•
CHECKED'
PROJECT NQ, 54', C,,4'
SHEET TITLE'
SHEET NO. ,
S-2
<C -z a:
0 u. -...J
<C
0 ... C
<C ca
Cl)
...J
a:
<C
0 ~
,, ...
C'O
> G)
-::,
0 m
a,
C:
G,)
...
0 :E
U) ,...
U)
■
<C
■
-
■
<C
~
w
0 J:
z w
~
:e
0 a:
~
FOR REFERENCE ONLY
•
r
NOTES SPECIFICATIONS
GENERAL CONDITIONS
I. CONTRACTOR SHALL VERIFY CONDITIONS ANO DIMENSIONS AT SITE BEFORE STARTING WORK ANO NOTIFY THE ENGINEER OF ANY DISC ANC!ES OR INCONSISTENCIES FOUND.
2, WDRK AND MATERIALS INCLUDED IN THIS PROJECT SHALL BE IN ACCORDANCE WITH LATEST REGULATIONS OF LEGALLY CONSTITUTED PUBLIC AJTHORITIES HAVING JURISDICTION ANO WITH RULES OF UTILITY COMPANIES FURNISHING SERVICES THE PLANS ANO SPECIFICATIONS SHALL NOT SE CONSTRUED AS PERMITTING WORK NOT IN CONFORMANCE WITH REQUIREMENTS 3, GENERAL CONTRACTORS ANO SUBCONTRACTORS SHALL ft.ARAN GE, SECURE, AND PAY FOR PERMITS AND INSPECTIONS AS RE~UIRED UNLESS OTHERWISE PROVIDED BY OWNER 4 WHERE REGUIRED COOSTRUCTION DETAILS ARE NOT SHOWN OA NOTED ON THESE PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER ANO THE ENGINEER SHALL PROVIDE SUFFICicNT DETAILS FOR THE WORK TO PROCEED ,
5. MANUFACTURER"S SUGGESTED INSTALLATION Mt.lHODS AND SPECIFICATJot,S SHAL.l BE FOLLOWED EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE 6A. UTILITIES EXISTING OR TEMPORARY SHALL SE LOCATED AND ~AAKEQ TO
AVOID DAMAGE OR PERSONAL INJURY
68, PROVIDE ALL TEMPORARY UTILITIES REQUIRED DURING CONSTRUCTION 7, NO SUBSTITUTIONS SHALL BE MADE WITHOUT CONSENT OF THE ENGINEER
8. TH£ PROJECT AREA ANO BUILDING SITE SHALL BE MAINTAINED IN A SAFE CONDITION •REE FROM THE ACCUMULATION OF DEBRIS ANO SCRAP
MATERIAL
9 ALI. WORK SHALL BE CONDUCTED IN A SAFE ANO ORDERLY WAV 10 QUALITY AND CRAFTSMANSHIP OF WORK IS SUBJECT TO APPROVALOF THE OWNER ~'\
GRADING ANO EARTHWORK.
I, ALL GRADING AND EARTtlWORK SHALL BE PERFORMED IN COMPLIANCE WITH LOCAL GRADING CODES ANO ORDINANCES
2. REFER TO SOILS REPORT ANO GRADING PLAN FDR SPECIFIC GRADING ANO EARTHWORK REOUIRDtENTS
3. REFER TO SEPARATE GRADING PLAN (3Y OTHERS) FOR SITE DRAINAGE AND ASPHALTIC CONCRETE PAVING.
FOUNDATION AND UNDEASLOOR
1 SOIL 3EAf'ING PRESSURE 3 5 0 0 f SF
2 FOOTINGS SHALL EXTEND AS DETAILED BELOW FINISH GRADE OR
NATURAL GRADE, WHICHEVER IS LOWER
3 woo □ AN □ [Aq,~ SE0ARATION FOUNDATIONS SUPPORTING WOOD SHAU .. €XTENO 5• MlN1WJ~ ABOVE ADJACENT FINISH GRADE
PROVIDE 18" CLEARANCE UNDER WOOD JOISTS AND 12' CLEARANCE UNDER WOOD GIRDERS 4 5
ANCHOR BOLTS ANG FOOTING Sil.LS FOOTING SILLS SHALL HAVE fJLL BEARING ON THE FOOTING WALL OR MORTAR BEO AND SHALL BE BOLTED TO THE FOUNDATION AS DE'TAILE:l BUT WITH MINIMUM oc 5/8" X 10' BOLTS EMBEDDED 7' MINIMUM INTO CONCRETE BOLTS SHALL BE SPACED AS SHOWN ON THE "LANS, ANO NOT OVER 12' FROM CUT END OF SILLS POWER ACTUATED ANCHORS MAY BE l/SED l,HEAE SPECIFICALLY APPROVED A~ID SHALL BE "RAMSET" NO 3330 OR APPROVED EQUAL WITH SPACING AS SHOWN ~LL ANCHOR BOLTS AND HDLDJDWNS TO BE TJED IN PLACE PRIOR TO fOVNOATlON INSPECTlON -(i:i ~ii,..."".t f.!!:P"f f!,--( ~ Oe>E:.P-1 ~ f2Al'~F\ 'f A.57?0:::.. 1'>8l"'T NO. ".": 11',-~&-S<,,S? "\ t-'lAF',84
CONCRETE
I CONCRETE SHALL ~AVE 1HE FOLLOWING 28 DAY MI~lMUM COMPRESSIVE STRENSTH A FQO-T!~GS AND SLAB ON GRADE 2000 PSI
2 CEMENT SHALL CONFORM TO ASTM 0150 I OR II
3 PRIOR TO PLACING CONCRETE. CHECK •ITH ALL TRADES TO INSl!AE Pf'OPER PLACEMENT OF ALL OPENINGS, SLEE·✓ ES, CURBS. CONOlJITS, E.lC 4 PRIOR TO PLAC!t,G CONCRETE, RE!NFORClNG AND EMBEDDED HEMS
SHALL BE WELL SECURED IN POSICION
5 FLOOR HARDENER. LAPIOOLITH OF SONNEBORN BUILDING PRODUCTS, INC , OR EQUAL WHERE NOTED ON PLAN
6. CURING COl'PDJND ASTM C-309-74, LIQUID ME~BRANE FORMING, WITH FUG1TIVE DYE FOR IDENTI•ICATION EQUAL TOW J BURKE CO, REZ-X COMPOUND SHALL BE COMPATIELE WITH FINISH TO BE APPLIED THFlETO CURING COMPOUND ANO AREAS RECEIVING 'TT
SHALL BE APPRQVEJ BY THE ENGINEER
7 MAXIMUM SLUMP A 4• FOfi FOUNDATION AND SLABS
B 2" FOfi PAVEMENT. CURBS
8 CONCRETE SHALL BE DESIGNED BY AN APPACVEO L.ft.8 FQR THE STRENGTH REQUIRED MIX DESIGN TO BE SUBMITTED TO THE ENGINEERS 9 CONCRETE SLABS SL•Bs ON GRADE SHALL SE 3 1/2" MINIMUM THICKNESS INTERIOR SLABS SHALL BE PLACED OVER A MEMBRANE AS SPECIFIED BY THE SOILS ENGINEER STEEL ~ROWL INTERIOR SLABS LIGHT BROOM EXTERIOR SLABS UNLESS OTHERWISE NOTED. SCORE OR PROVIDE EXPANSION JOINTS AS OET AILEO A1 1B' 0 C PLUS OR MINUS OR AS NOTED 0~ PLAN
10. ALL CONCRETE SHALL BE MIXED, PLACED AND CUREQ IN ACCORDANCE WITH THE LATEST ~INIMUM REQUIREMENTS OF T~E AMERICAN CONCRETE INSTITUTE !i CONTINUOUS INSPECTION IS REaUIRED FOR ALL CONCRETE WALL CONS1RUCTION 12 CONTINUOUS INSPECTlON IS REQUIRED FOR CONCRETE ROOF SLABS
REINFORCING STEEL
I.
2,
a
4 5
6. 7
8 REINFORCING STEEL SHALL CONFORM TO ASTM A 615 GRADE 60 WELDED WIRE FABRIC SHALL CO~FORM TO ASTM A 105
REINFORCING STEEL SHALL HAVE MINIMUM CONCRETE PROTECTIVE COVERING AS FOLLOWS A POURED AGAI~ST EARTH . B POURED AGAINST FORMS BUT EXPOSED TO EARTH C WALLS ,3'
2'
.I 1/2'
REINFORCING BAAS MARKED CONTINUOUS SHALL BE SPLICED BY
LAPPING IN ACCORDANCE WITH SChELlULE CONT A!NED HERElN
WELDED WIRE FABRIC SHALL BE LAPPED 1 1/2 SPACES (9' MINI ALL REINFORCI~G BAR BENDS, HOOKS ANO PLACEMENT S~ALL CONFORI< TO AC I 315-65, MANUAL OF STANDARD PRACTICE FOP DETAILING REINFOPCING CONCRElE STRUC'llJRES WELDING OF REINF0'iCI'i-, c,~RS TO COMOLY ~ITH 1982 l! B C STANDARDS SECTIOt·• 28-B REBAR, OTHfR THAN WE_:ED BARS TO BE GRADE 60 WELDED REBAR >O BE GRADE 40 JOB '.olT!: 'wE:.LOING TO fjAVf: Sf'ECIA L ld$~(.TION
IH ACC0P:9Al~Ge ¼'114 !.le½ ':,E:.CilOIJ "30G.
PRECAST WALL PANEL ERECTION·
1 PICK-UP POINT ANO L.IFT!NG METHOD SHALL BE THE SCLE RESPONSIBILITY Of THE CONTRACTOR, INCLUDING ENGINEERING CALCULATIONS, DRAWINGS. ADDITIONAL REINFORCING STEEL REQUIRED FOR LIFTING, PICK-UP POINT AND LIFTING DEVICES, BOND PREVENTION FOR CASTING PANELS AND ERECTION EQUIPMENT 2 PANELS MAY BE ERECTED AFTER lO DAYS UPON TES' RESULTS OF 7 DAY TEST CYLINDERS INDICATION OF MINIMUM FC • 1BOD PSI.
STRUCTURAL STEEL
I ALL STRUCTURAL STtEL SHALL CONFORM TO THE ASTM SPECIFICATION A-36 UNLESS OTHERWISE SHOWN MINIMUM YIELD STRENGTH SHALL BE 36,000 PSI,
2 PIPE COLUMNS SHALL CONFORM TO ASTM A-53 GRADE 'B' MINIMU;! YIELD 35, 000 ALL STEEL TUBES SHALL CONFORM TC ASTM A-500 MINIMUM YIELD 43. 000 3 STEEL PLATES ANO SHAPES SHALL COMPLY WITH ASTM A-36 AND U B.C. STANDARD NO 27-1. ROUND BAR STOCK FOR ANCHOR BOLTS MAY 3E ASH-! A-306 GRADE 65
4. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, !980 EOJTION 5 ALL STEEL FABRICATION TO BE DONE IN A SHOP APPROVED BY THE BUILDING DEPARTMENT B, STRUCTURAL STEEL FABRICATOR TO FURNISH SHOP DRAWINGS OF ALL STEEL FOR_ARCHITECT'S APPROVAL 8EFIJ!1E FABRICATION. 7 METAL ACCESS LADDERS SHALL BE FABRICATED AND INSTALLED AS INDICATED ANO IN COl<PL!ANCE WITH CUAR!!:m CAL/OSHA REQUIRE~ENTS 8 WELDING SHALL BE ELECTRIC ARC WELD PROCESS EY OPERATORS APPROVED BY LOCAL BUILDING OFFICIALS AND SHALL COMPLY n!TH U 8.C CHAPTER 27 CONTINUOUS INSPECTION IS REQUIRED UNLESS PERFORMED IN A LICENSED FABRICATING SHOP BY CERTIFIED WELDERS. USE LOW HYDROGEN WELDING RODS FOR WELDING TO REINFORCING STtEL ?REHEATING MAY BE REQUIRED AS SUGSESTEO BY AWS 9 ALL BOLTS SHALL EE UNFINJSHED SOL.TS CONFORMING TO ASTM A-307
OF THE SIZES SHOWN ON THE DRAWINGS UNLESS OTHERWISE SHOWN
OR NOTED
10 HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A-325
GLUE-LAMINATED WOOD MEMBERS
!. PROVIDE SIZES. LENGTHS, ANC TYPES INDICATED AND REQUIRED, UNLESS INDICATED OTHERWISE, HEEL TAPER CUTS SHALL BE UNIFORM THROUGHOUT VARYING HEEL HEIGHTS SHALc BE ADJUSTED TO REQUIRED TOP ~F BEAM (TOBI HEIGHTS IND1CATEO BY VARYING LENTH OF RESPECTIVE POSTS, COLUMNS AND PILASTERS 2 SUBMIT SHOP DRAWINGS FOR GENERAL CONTRACTOR'S REVIEW AND
APPROVAL PRIOR TO FABRICATION ONE FILE COPY OF APPROVED SHOP DRAWINGS SHALL BE FURNISHED TO THE ENGINEER/ARCHITECT 3 EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER ACCOMPANIED BY A CERTIFICATE OF INSPECTION CONFORMING TO AITC INSPECT!ON MANUAL 4 LUMBER SHALL BE DOUGLAS FIR, WCLIB GRADING ANO DRESSING RULES, AND WCLA SPECIFICATIONS FOR STRuCTURAL LAMINATED DOUGLAS FIR TIMBER STRUCTURAL GLUE-LAMINATED TIMBER SHALL CONFORM TO USC STANDARD NO 25-14 -- STRESS
GRAOE AS PEA DRAWINGS
5 GLUE SHALL BE IIATER RESISTANT PHENOL-RESORCINAL TYPE
ADHESIVE
6 FABRICATION SHALL CONFORM 10 CS-253 STRUCTURAL GLUED LAMINATED TIMBER AND AITC INSPECTION MANUAL, INDUSTRIAL ARPEARANCE GRADE SCA.AF END JOINTS CAMBER AS INDICATED CERTIFICATION DATA lS TO BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO INSTALLATION 7 fIN1SH ~ITH OOE COAT PENETRATING SEALER
B CAMBER SEAMS TO TRUE LINES AS PER DRAWING
ROUGH CARPENTRY
I UNLESS OTHERWISE SPECIFIED, FRAMING MEMBERS SHALL BE OOUGLAS FIR GRADE STAMP AS FOLLOWS A HORIZONTAL MEMBERS - NO I B VERTICAL MEMBERS - NO 2
2 JO!ST HANGERS, FRAMING ANCHORS, AND MISCELLANEOUS FRAMING CONNECTORS SHAlL BE "SIMPSON' DR EG<JAL AS DESIGNATED
3. PROVIDE STANDARD CUT WASHERS BETWEEN BOLT HEADS OR NUTS ANO ~000 MEMBERS EXCEPT AS NOTED
4. CU>TJNG, NOTCHING OA DRILLING OF BEAMS OA JOISTS TO BE PERMJTTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER 5 WOOD SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR OR FOUNDATION GRADE REDWOOD 6 WOOD POSTS AND BEAMS WHICH BEAR DIRECTLY ON CONCRETE FOUNDATIONS SHALL BE SHIELDED SY 28 GA GALVANIZED SHEET ~ETAL 7 PLYWOOD SHEATHING SHALL BE DOUGLAS FIR A PLYWOOD SHALL BE LAID PERPENDICULAR TO FRAMING FOR ROOFS AND FLOORS WITH 4' JOINTS STAGGERED ANO CENTERED ON JGISTS, ALL OTHEP JOINTS BLOCKED EDGE CLEARANCE SHALL ~,JT EXCEED 3/R"'
8 t'L'IWOOO GRAO£c ,,•,: ~AILING SHALL BE
FLOORS SEE FHMt.: ~-.} ?LAN
ROOFS SEE FRAM!Nll PLAN
A SOLID BLOCK STU(;.-S AT 8' VERTICAL INTEHVALS AND AT FLOORS, B ,SOLID BLOCK JOISTS ANO RAFTERS AT SUPPORTS ANO UNDER PARTITIONS.
NAILING SCHEDULE
(;_Of"!!EC.J I OJ:l
JOIST TO SILL OR GIRDER, TOE NAIL BRIDGING TO J □ IST, TOE NAIL EACH END IX 6 SUSFLOOR TO EACH JOIST, FACE NAIL WIDER THAN 1 X 6 SUB•LOOR TO EACH JOIST, FACE NAIL 2" SUBFLOOR TO JOIST OR GIRDER, BLIND ANO FACE NAIL SOLE PLATE 10 JOIST OR BLOCKING FACE NAIL TOP PLATE TO STUD ANO NA IL STUD TO SOLE PLATE, TOE NAIL DOUBLED STUDS, FACE NAIL DOUBLED TOP PLATES, FACE NAIL TOP PLATES, LAPS ANO INTERSECTIONS, FACE NAIL CONTINUOUS HEADER, TWO PIECES l6D AT 16'
CEILING JOISTS TO PLATE, TOE NAIL CONTINUOUS HEADER TO STUD, TOE NAIL CEILING JOISTS. LAPS OVER PARTITIONS, FACE NAIL CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL RAFTER TO PLATE, TOE NAIL I• BRACE TC EACH STUD A',O PLATE FACE NAIL ! X a SHEATHING OR LESS TO EACH BEARING, FACE NAIL
WIDE~ THAN 1 X 8 SHEATHING 10 EACH BEARING, FACE NAIL BUILT-UP CORNER STUDS M.!NIMUM PENETRATION REJUIRED
fiAil,IN§
3-BD
2-60
2-80
3-80
2-160
160 AT i6' OC
2-160
4-80
160 AT 24" OC 160 AT 16" OC
2-16D
OC AL ONG EA EDGE
3-BD
4-80
3--160
3-160
3-80
2•·80
2-80
3-80
160 AT 24" QC BO. l l/2"
16D I 3/4'
NAILS EXPOSED TO WEATHER SHALL BE GALVANIZED UNLESS OTHERWISE SPECIFIED \
. ..
ROOFING AND SHEET METAL
j.
2. BUIL. T-UP ROOFING TO BE FIRE-RETARDANT, CLASS A. 15 VEAR BONDED ROOFING SHALL COMPLY WITH L.8.C. SECT, 3203 (E).
USE OWENS/CORNING SPECIFICATION 320-WMO OR APPROVED E~UAL
MATERIALS'
2 LAYERS ll cB FERMA PLY WITH 1 LAYER 78 LB CAP SHEET
HOT MOP BETWEEN LAYERS IN ACCORDANCE W!TH MANUFACTURER'S SPECIFICATIONS ALL MATERIAL SHALL BE DELIVERED IN THE ORIGINAL PACKAGES BEARING THE ~ANUFACTUREA' S LABEL.
3. GALVANIZED SHEET METAL FLASHlNG GUTTERS, DOWNSPOUTS AND THE LIKE SHALL BE AS INDICATED.
4. ELECTRICAL CONDUITS, PLUMBING VENTS'r VENTILATING AND AIR CONDITIONING VENTS, DUCTS PIPES AND O. HER ITEMS PENETRATING OR
PASSING THROUGH SHALL BE FLASHED IN ACCORDANCE WITH ROOFING MANUFACTURER'S SPECIFICATION ANO RECOMMENDED FLASHING DETAILS TO PROVIDE A WEATHER-PROOF INSTALLATION {F16/1l
iaAR NUMBER
BAA: OlAMHER i!NI
UP IN MASONRY (IN[
LAP IN CONC !2 ~SI)
LAP 1N CONC {4 !:<SI)
a
z
H
"'
2 3
1/4 3/8
12 !5
12" 12"
12" 12"'"
R
, O=DIA OF
BAR
4 5 6
1/2 5/8 3/4
20 25 30
12" 17' 24"
12 1' 15" !8'
7 B 9 10
7/B 1 9/B 5/4
35 40 45 50
34" 44" 54" 69'
23" 30" 38" 49'
4 0
2-!/2" MIN
fl= 30 113 - 118
40 #9 - 111;
~~r1E_E_S_CH_E_O _.,r _____ ]~SE_E_S_CH_E_0~1----,
~ 1/2 BAR DIA OR! 1/2" MIN
CL FOR PARALLEL BARS
11 i/8
55 84~
64'
)
REINF. BAR BENDS & LAPS
'
,z,..r; 1.-eo..;e-Fl ,(,/;
5,1, • F¼M~T C
e-. ei>A c e
········:.-···
-''-==---'--'-"-"·-=-"····:·=:~-
•
/
\ ,
/ I
/
I
I
\ I
\
\
' '
' L ---l
,-- l":?L t.-!.lf L'.'90~ F'~ l'l~
!
t
..-+--- co•Jc. L..1t-J-re1.-
I
I
E'L.E:VATIOtJ
l '3\. :/~ 1/4" w/
1/z,"4' SELi' 1AfP11.J6
5C..P.E.:W5 -;,; ~ L-- f
Hf.AD,, f'.. :" rf'
TOF 4 e,?T T --<
-r Je,E- c:.""e&l.,
f.:::01., ee ~r'.)):,J o ---;· ... ._
I
1,/ fl E;P., !':, :JC.CU fs s
•
,-· - f{Ol.L-(jf t/fl.
') ,r
_ j__ PE:P AF<:H
I
I -= ..,.. ->."
I,., _, ~ -
I H E ,:, 0 1:: f'-
1 \
I
I
ARCHITECTS
WILLIAM C KR0"1"1ENHOEK A I A
C lilS62
JOHN M MeKEOWN A I A
C 6617
Copyright"
KrommenhoeK McKeown & Associates A I A
A.ll 1-deas. designs, and arrangements md1~
cat~d on these drawings are the propert,t
of Krommenhoek McKeown -& As5oc1ates
and are mt ended to be used in cormectmn
with this soecifiC PmJect only and shall not
o!herwIse be used for any purpose whatso
ever w=thout the written consent of the
architects There shall be no changes or
OevIat10ns horn these drawings or tl:le
accofllP.invmg speot1catrons without Hie
written ccnsent of the archt-ects
CONSULTANTS:
REVISIONS
'
l ....... .J,
/8\ f;_,_,b V"fT 19APP,~4 De,
PROJECT:
DRAWN'
CHECKED:
SHEET TITLE'
.
<(
-z a:
0 LL
-..J
<(
0 "' C
<(
m
"' ..J
a:
<(
0 :?f-:N ~PA-_ f-1.?T~
SHEET NO.
:s-4
0 ....
""' ""' •
~ N
c,,' ... Jlt
•
-~
0 .,.. ,-
N
0,
cu ·-C
11,,.
0 -·--cu (J
~
0 C')
Cl)
·-C
C (V
U'J
~
'C
11,,.
(ti
> Cl)
-::,
0 CQ
cu
C
Cl)
...
0 :E
ti) .,..
It)
,-
en
C
·-C
C
C'O
-c..
~
CD .... :::, ..,
(.)
CD ..... ·-.s:::.
(.)
... <
•
<t
•
-•
<t
"'
(/)
w
~ -(J
0 (/)
~
ofJ
z
~
0 w
::-=::
(.)
~
~
w
0 :c z w
:E
:ii
0 cc
~
..
FOR REFERENCE ONLY
-.
il'i. t/12)
a w
'} u
• UJ
a: w a.
FINISHED
GRADE-"""'
ROUGH
GRADE
n
il
•
I
'
I
I
•
T
•
T
CONCRETE TILT-UP PANEL AS PER PLAN
#5 CONTINUOUS
2'-8'" POUR STRIP
I
I
C
~
• REINFORCEMENT
..... ........ -ORY FOOTING & COLU
_.,.....--,,,--- NOTE
PER
MN SCHEDULE
BOTTOM OF FOOT -- SHALL BE FCUNO ING ED ON PACTED
z
H
"'
IJ NATURAL OR COM GRADE.
NOTE· SEE FOUNDATION PLAN FOR CONCRETE SLAB REINFORCEMENT ,,,--CONC.
./ PANEL
,/
FLOOR
SLAB
WALL
_ CD,
(F2.1/12)
NOTE:
SEE FOUNDATION~r'hn-T PLAN FOR CONC SLAB REINF'G
NOTE: BOTTOM OF FOOTING SHA~L BE FOUNDED
ON NATURAL OR
COMPACTED GRADE
BEND EVERY---+►
THIRD VERT.
t-----CONC. TILT-UP PANEL AS PER PLAN
BAR INTO POU(l STRIP 2'-6" POUR STRIP
~---#4 CONTINUOUS
FIN GRADE
,
•
14 HOOK BAR -
PER PLAN
----......__ DRYPACK
<ll Cl <Jl uJ
UJ I
zU
:,,: "' u 0: .... .., i': "-
---1--.::,,. REINFORCEMENT PER
FOOTING & COLUMN
lwr □ TH PER l
'SCHEDULE '
STEEL TUBE
COLUMN FER
PLAN----~
------....
114 V '\
,,,✓---
i 1/2" DRY-/
PA CK _______/ I
•
\
. .
SCHEDULE
4- ANCHOR BOLTS
{PER SCHEDULE W/
LEVELER NUTS--TYP
Fii'I FLR,
•
0)
Z . Cl
"'"0' iJJ
I
0, _
\
3' DIA STNO
PIPE COLUMN
~
1 1/2" NON-SHRINK
GROUT
,_
•
"'
"' "' w z
"' u
H
:r ,-
le
"
0. z >-
<( ,-
_J
a. _J
u a:
uJ ",J CL <'>
•
\ \
\ Il
,T : •
j
" "
-~
, 1x
=if_-- :,:_:
T-
, IL
' •
"
=---~
?i14"V
•I • .r:
'
= • • •
I
1 l •
•
I ..
P~!' l
sc..th: v?
B' M lN EMBED 1
t ,, l
4-
AN
I
5/8' DIA. i
CrlOR BOLTS
--- -A EINFOACING
SEE PLAN I
. --'~---- -~ l
r--1V:;1 -·· ·-
-
j
= ....
,= '-' i<"· 0
it I:,
:::EL,J'. :c 1 SEE FTG SCHED "' . u
FOR REINFORCING~-- . . a, /:l ' "'
I -d--1 <{
'"I.,
--M-0
'
•
"112
\
i
J
\
'--FOOTING
•
[F7/i2}
SEE LfOGER SCHEDULE\ FDR LEDGER SIZE G
BOLTING. \
PLYWOOD SHEATHING PER PLAN
SUB-PURLJN G SIMPSON
HANGER PER FRAMING
SCHEOUl.f
(F2a)
\\
\
--CONCRETE TILT-UP
PANEL PER PLAN
-SIMPSON PAR STRAP
l
PER PLAN W/ (3) N54A 1
FASTENERS@ 48 QC.
TYPICAL
,-.~ 1 1/2" CLEAR
,r~·--2~ SUS-PURLINS
/ PER fRMG SCHED
//
-
(
,
4x PURLIN~/
PER FR1'1G SCHED
\/
/\ \
\_SIMPSON F SERIES
HANG.f.R ;::.EQ i::q~G SCHEO
S4022-D6
GLU-L
BEAM
FRMG
AM
PER
;
I
' ,,
SIMPSON
SIMILAR
Cc'l
!
I
8 10 0 0 0 0 0
~
GLB50 /
(PW=5 5/8") _/ . .
z
I
u
I
LAP~ 27" ······----------
E
i
3-#3 TIES
\_CONC WALL
PANEL -,
2-#5 \
""'
n
u
···1
•
!! -::;,." "1~' "'"'" 1 ..,..;.._ .... ______ -:,. ___ c.4_ ffi a_
{'81
SEE LEDGER SCHEDULE,\ FOR LEDGER SIZE
ANO BOLTING
PLYWOOD SHEATHING\
PER PLAN
\
SIMPSON PAR STRAP
W/ (5) N54A
FASTENERS AT EA 1
PURLIN TYPICAL
CONCRETE TILT-UP PANEL
PER PLAN
CONC. TILT-UP
PER PLAN
SIMPSON PAR
W/ (5) -N54A
FASTENERS AT
G LB 1YP.
3/16'
4X PURLIN W/"WNP"
SERIES HANGER-----~
.
C
_,
.,..-PURLINS PER SCHEO
I
(FBO]
--
... .
' ....
'
-·-··-
----~
-·-
-~--~-
' I
' ' '
\
GLU-LAM BEAM---t===l
PER SCHED L SIMPSON WNP SERIES
HANGERS
GLU-LAM 5EAM ..\
PER PLAN
;:,
,,
3-#6 BARS
GRADE 40
GLU:-LAN
BEAl-1 -
1 ·-10··
1 91.c.2_• -:5~S:..PccAC';';EccSi-=@--,.5"--'1"'/-=2Cf" "' 3" ~ 15"
. . . . . ' . . . . .. . . . .
..t:I .n J:I ..I:l
. . • ..
• • ..
, . . . . . . . . .. . . . -
. . . . . . . . . : .
. .. .. .. . . .. . . . .
.. . . . . .. . .
SIMPSON cco
PER PLAN
..-PL. 8 1/2"x1/4"x0 '-4"
t
"" C
--- CONC . WALL
PANEL
i I "(C
PL 2 1/2"x1/2"x1·-1o•_j / _ \
PL. 81/2'x1"x0'-6 1/2"__/ \ 1/B[>B 1/2"
t/B B 1/2'
SECTION B - B
0 0
, • -
,,-----lX INDENT
,--PLYWOOD SHEATHING
PER PLAN
,ri:3/1 ' CIA / HOLE FOR BOLT
3/4" CLR
i/4'
6'XB'X1/2"
STL ANGLE
..
. ... -
--·- - ---
"
0 f
l
I
, ;
i
!
I
I
'
(
I
I
t
!
I
j
I
j
f
1 I
I
1 I
l
-- . -__ . ., ------- -- -···'" I
-
.
3/16 V
-COLUMN PER . PLAN
PL 8 !/2'x 1/4" xo•-4~
'
'
{ .
I
i
r6 1/2. r :
;,-- r---r--cv S/8 [ 15) 1;2•f
ru1 1":'.:.-J.---3~;7.a:;-;-r.~1~s~Jit'-;-~1~;~2~ .. ,
'
!
SECTION C - C
r,1
23 !f'4. 1)
a:
,-J
;,, I
NOTE
SEE FOOTI NG SCHEDULE FOR CONT REINFORCEMENT
. FCOTING
•
+··············- ·-r
• FIM ~n
•
WIDTH PER
SCHEDULE
• co
:r:
t-
Q_
w
Cl
z ..,
::,;
0 w r
L}
"' 0:
uJ
a.
I I,;,--- \.,/,<>.LL FOK
I ·r P,,,., s r-1 E-~J c 1. :: ::; u P.. e
I
tc
<;! ; .v
ul' ::t:
;:.__ '' .. ..,.':.' "
-·-[-- :J· e,etJP ,,,/.,0.:,1., F'-E:IN.r
lf-.liO FOOTI Nb
- ---··---
IF151
13/16" 0
2'X1/4"X
PLATE WE
TO BOLTS
IA HOLES~
I ' 6"
LOE □ 1,-
TYP
' . .
f---e---.<
-
'
'
--.,.
-'-"
1/4.- THK
PLATE
TYPICAL
iFSB/1.2)
-
,! ..
i
~
3.; •.·. ·-·--·-·-
--~
3• 3"
.
.•
'
·····:::•.•-·
6'
---
0 0
J '
,-,
GLU-LAM BEAM
PER FRMG SCHE
1/4!0 THICK STL.
I BOTH SIDES OF B
.
1~16'
DIA HOI-ES
•
'
N
: ·•. -. •:. C
• • m .,
•
" s•J3•~3•
·---- -
<>
0 D.
PLATE
EAM
-··--·····--
_ PER FRAMING SCHEO GLU-LAM BEAM 1/ \COLUMN CAP
.
1/8" V
-
GLU-LAM BM\
•
•
Pl 6"x1/2' _/ /
XI '-0"---_/
1 1/2" DRYPACK
CDNC, WALL
PANEL--------!
2- 3/4" DIA
BOLTS,
..A v
SIMPSON CCO
;--PIPE
PER
···-
•
•
COLUMN COL SCHED_
CC05 1/4"
A
A
1/4
#3 W/ 2.!" LEGS
\
tf19/12}
I•
(F22)
l
SAWED JOINT TO 6E FILLED W/ JOINT
FIL~ER • -3:?~~;5 THK _
•'
\
1/8' PRENOLDED 0A METAL SlRIP INSERTED WHEN CONCRETE IS PLACED
FINISH FLUSH W/ CONCRETE
KEYED CONTROL----,_ rPAINT W/ CURING COMPOUND
JOINT \ BEFORE ADJACENT SLAB
N IS PLACED
1· - ··---~
~·F.VY.r 1rvr1_
NOTE: ANY OF THESE OPTIONS ARE ALLOWED
-
5 110
/
-· GLU-LAM BEAMS~
PER FRMG SCHED
/
0 0
L_ SIMPSON ~CCT SERIES
HI'1GE CONNECTOR--
TYPICAL 0.0 N
t
.0. n
4X PLATE
c-- C0NC. WALL
/ PANEL
CFJ
SECTION A A
j
ARCHITECTS:
WILLIAM C KROMMEN-HOEI< A I A
C 4862
JOHN M Me!";E-OWN A. I ,.,_
C 6617
Copyright
Krommenhoek McKeown & Ass-Qc1a.tes, A I A
All ideas, designs and arrangements md1•
cated on tf1ese drawmgs are the property
of Krnmrr-er1hoe!< McKeown & Associates
and are tntendec to be used m conr.ec11on
with this speci11c proJect ordy and shall not
otherw,se be used for any purpose whatso~
ever without the wrrtten conser1t of the
.a•ch1tects There shall be n-o changes oi
'l'.leviat icrs from these drawmgs or the
.accompanying specifacat:ons wrthout the
written coflsent of the architects
CONSULTANTS
REVISIONS
········--'
PROJECT
DRAWN,
CHECKED'
DATE :2 e, MAf<C..i-1 B4-
PROJECT NO.: 8:r--W
SHEET TITLE'
SHEET NO.
S-3.1
<C
-z a:
0 LL
-..J
<C
0 ... C
<C
al
(/'J
..J
a:
<C
0 •
-~'
0 T"'
....
N
en
ta
·-c ...
0 -·--il
~
0 0)
Q)
·-Q
C
C'CI
CJ)
~
"Cl ...
ta
> Q)
-::i ol a:if_
ta
C
(I)
...
0 ~
Lt) ,..
l.t) ,..
r::nP
C
·-c
C
«J
-C.
ca
Cl) ...
::I ..,
(,)
Cl) .., ·-.s:::.
CJ ...
<C
•
<C • -:: <(
..,
en w
ri -u
0 "' ~
ca
z
~ w
~
CJ
::i:
~
w
0 :c z w
:e :e
0 a:
~
FOR REFERENCE ONLY
2 #5
. ,.
----¼-----
' (C
R = RADIUS OF BAR
R [El
R [El
-4 X LEDGER PER PLAN
L
L
~ CHJRC STEEL
PEA PLAN
1 1/2'xl l/2"xi/4"
STEEL ANGLE
CHORD STEEL WHERE TWO ARE REQ'O
2 1/2"
E = (. 41 R L = 3" MIN OR AS NOTED
2 - *4 BARS--~
1t 1,2· ;
·. J
-
EDGE STE:E
TYPICAL-+----+--!
/
>-CONC
L.INTEL
E EQ ... ,--t--2 #5 EDGE
~--1 / STEEL
+-lf--'..,...-.---+----r---1 TYPICAL ,
'
\ '· I\ ___ 3 iL2"X!/2"X6'
• , •,, STEt.L PltTE . ! 45
9 TYf:i ' • / •
'"-'--11-----:;:-"'oi-'-,/-T't-H ' ,: "-----3 i/2"Xl/2"X4" ~ \ ">/ i STEEL PLATE 3 13 TIE!
\ /
, X .,,.
\ • '•·-r \ I
+----',,--11,-;L .. ---•:0,,----LL--'--fh-----t-
\ \....... 2 - #4 BARS '
~---cm.CRETE TILT-UP
PANEL PER PLAN
I l
- - - - - - - - - - - 7
S40i:!2-05
r
CL OF WALL
& COLUMN--✓
EXTERIOR
FACE--
f--~EXTERIOR
FACE
COLUMN
BELOW
-e
!--.. -.'-__ -_-_-___ '---__ - ____ .,__ _____ -1-8
CL OF WALL\\.______,/
& COLUMN--~
3 S/~' -t fl! L Tl
K \,/ I 1' BO LT'::> 7
B,
:-+--.{ --lle
=L
/
1 J
l EM022-C10
. . 1/2 EXPANSION
JOINT TYPICAL
R = RADIUS OF BAR R (El Ir L E = i' 4) R L = 3' MN OR AS NOTED I/ R lEJ I'-. L V
I
I , I -----·- . . .
-- -- J
/ JJ:'
LsrEEL
~-
' '
ANGLE
7 1 /2''
,_ ___
CONCRETE TILT-UP LINTEL PER PLAN
:
i"
--. -- -I
\
'
"' Q ;
CHORD-1 STEEL
7 1/2"
- r -
-
~2 - #4 / BARS
3/18 2"
3/16 2"
~,--------~-,r------;,,,__ 3 l/2" X !/2" X6" STEEL PLATE }--.,....r---.,..-~t::::;;::-- 3 1/2'X1/2"X4" STEEL PLATE I
CONCRETE TILT-UP__/ PANEL PER PLAN
1 4
2"
2"
!---EXTERIOR FACE
OF LINTEi.
" 2 ..
"--DRIP NOTCH AT FASCIA PANEL
i '<'--- .. E t:>G. E:' OF WALL FANE::L
I 6LlJ-LAM J:'.,t1~1
-- .. ----------
' - ...
' . ----
" ' .
····•---------·- - -------- I -, I -@·- 6) !
I I
,--------
······@l·. I
--- __ _._ -·-- ---- ---
i @ .. . - ---
E- I !--·····--·--· --------
./ '· \
'- r>IM r' cco
I
' '
I
EL I:: VA 1 !OW ~
I
! 1
22 I 84022--tle
I
2-#5 BARS
4'-0' LONG
TYPICAL
'--2-#5 BARS-~
4' -0 " LONG W/
45 DEGREE BEND AT CENTER
2 - #4~ BARS SEE DET 1/S~ .,2 FOR Ld• ''" G H
1 CONC. LINTEL. r,._ \ ... . . .
1 ...
6" S
EACH .
4 1/2 STEEL
• EG 6"
"
1/2"X1(4"X TEEL PATE :
SIDE --.. .
I', ..
..... ' . . . j
/
"x1;2·xs·
PLATE
;
CONCRETE TILT-UP / PANEL PER PLAN-~
.
,
;
84022-Cti?
E
,.
4x4 LEDGER W/
BOLTING PEA
15/53.2---~
PURLIN PER
PLAN--,\
SIMPSON
I ST2122-~H'-+~~
f
4x BLOCK' G _J
I 4X 4 BRACE @!
j
i
e·-o· oc ___ .,
OIJTSIOf PACE:
'J f COL. ---- ----... , ·,
HCG><i1..
1 B~ACE ;0 l"'Jl',•.11.J
I rf!:f'-, 10/S~.1. -
4X10@
EA BRACE
I
) '
l r
\
I
.
--
HEAD
1 1/2" CLA
TYPICAL
JAMB
- - - - - -~~
1/2" TVP
.
\
.
3•x112·x 4•
ATE STEEL PL
BEYOND
I
"
2 #5
TYP
\_2 .. #4
BARS SEE DETAIL
OPP SIDE
FOR LENGTH
#3 TIES
- - - - 1
VARIES
'
"' w
C,
w
ru
'
C
"
"
6' 8"
t \ I '
-
/ O C CJ C i"'
- 0
L2 5/8" DIA. ll EA
SIDE OF PURLIN
TYPICAL
T
'
6"
CONCRETE TILT-UP--., LINTEL PER PLAN \
1/2"X!/4.X6"
STEEL PLATE EACH SIDE
CONCRETE TILT-UP PANEL. PER PLAN
\"
CJ C
'
T
'
6"
84022-011
1,.,, ( (&•I
•J
,
+--CONC. WALL
PANEL
•
-TLJc;,E COL.
n,;R FL.At-.!
I
.j
I
I
I
' I
I ,
PJRLIN PER
PLAN
SIM~N ST2122
EACH SIDE----'
•
4x4 BRACE ,Q LINTEL ......... _/
·-- - ----"· - --- -- - .
I 8<Wtt-oa
i i/ "
6' 8'
i
' \ '
0 \ 0 ,, I C
0 - 0
-3/4" DIA. AB ll MIDSPAN
TYPICAL
• '
...... FILL JOINTS
WITH SEALANT
·---2 - #4
BARS
3/16
3/16
2 - 14
BARS
C
2"
2"
2 #5 VERT JAMB
STEEL l'YPICAL THROUGHOUT ____ ......1.---
B4022-04
2- *5 VERT JAMB STEEL TYPICAL
,. ---- ... -··--------.•
THROUGHOUT ----~--- -;FILL JOINTS
1/2" CHAMFER,"
TYPICAL "-
~
Fl
,- 4x4 BRACE
TD LINTEL
•
@ EA PURLIN
...
•
/
112· L
TYP .~1
OR 8'-0" OC MAX.
\ •
·!
' .,,. I
'
• '
•
1/2"
TYP
n
/ WITH SEALANT
/ TYPICAL
I /2~iTYP ~
'
-
\\
- ~
'
" \ .....
-
\CENTER L INE
OF JOINT TYPICAL
r
PAR
[5)
:.)
W/
N54A
5 4X4 BRACE
4x4 LEDGER
4x4 LEDGER W/ f
2- 3/4' DIA /
ANCHOR BOLTS@ A EACH BRACE-~
0 0
LINTEL
lL
SECTION
"
\ 1 '· ·i"' 2 , I ,
\/ ,
'i. .... Ll0~ 7/~" 4' ~a.1",
2. l>JTO PU~,1,J
Z 1,-JTO 17 f!,RACe:
- - - - -11,t :;--'-- -,
,.'.~
I '.
T$4,?~~/.,.-
5p__,r.,.....:,.e:- 1
L ~ijx: ';.!Ox. Y41t.xd-:t WELO'
1'0 COl.. A? ISf;; 2 -.
Q
- ':;:.SI,_
':JEE: l~·S-3 2 FOli:.
e !'A GE e e; •• .,, eetJ
c.01...ur-1iJs-· ----
re:.
' I
A A
15 25
ARCHITECTS:
'
WILLIAM C KROMM£NHOEK A I A
C 4662.'
JOHN M M<KEOWN .. I A
C 6617
Copynght
Krornmenhoek McKeown & Associates, A. r A
All ideas des,g ns. and arrangements indf
cated on these draw:ngs are the property
of Krom mellhoek Mc Keown & Associates
and are :ntended to be used. 1n connection
with trls. specific proJect oniy and shall :10!
otherwise be used for any purpose whatso
ever without the written- consent ot !he
architects The•e snail be no changes or
dev at ions trofT' these drawings or the
accO't'l'manying spec1f1cahor><s w1tflout 1he
,1,r tter consent of the archl!ects
CONSULTANTS:
hi ..
REVlSIONS
·\ /.._
,~13'-C-G cE:fi' l'lAPR54 DE!,
PROJECT
' DRAWN:
CHECKED'
PROJECT NQ.: \3-'T"u"r
SHEET ITTLE'
SHEET NO.
<C -z a:
0 LL
-..J
<C
0 ... C
<C
m
• "' ..J
a:
<(
0 S-3.2
~
'C
~
<'O
> CD
-::,
0 m
ffl
C:
Cl)
~
0 :E
lO .,..
lO ,...
C,
C
·-c
C c,:,
-a.
~
Cl) ..
::I ...
0 Cl)
... ·-.c
0 ...
<(
• <( •
-• <(
"'
en w
~ -0
0 en
~
~
z
~ w
~
(.)
:E
~
w
0 :c z w
:E
:E 0 a:
~