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10821 SPENCER HWY_05-1023___________
;, 'e z� '_.. � 'yMe.� 4: _> � � 4 �. r x ,r �. ''fin!'...: �. �R ?.:ii A!-..` Y r t I f 7cs- - ` ..•+.. . I . � �y "-„ ,.-. 1��-... r ...-.ram � a.` ; •..'._' jji.- � � fir- _ .. .:r. �'. lx','., Y ' x z •. .�-.: r ," .a � .. p "4 +-.r e+. A. 1 •Z ,:� r � Q � a< -�.... f ,a's is r i. 'r4". � .�y., Tli•� a R At r - -' W7.. <S Y T - .. .Y� ti ti {� 1��• ( .. �..-.. • 11 a 1♦ � Fa{ _ fK .'.•.an }.y t rJ1;s �<.!'a .+w;.CY r FAX 903/597-3346 March 4, 2005 Mr. Mark Huber Brannon, Corpora � n - _t 'T'1 1321 SOUTH BROADWAY PO BOX 7487 903/597-2122 TYLER, TEXAS 75711 City of La Porte Inspection Department City Hall - 604 West Fairmont Parkway La Porte, Texas 77541 RE: Construction Plans and Technical Specifications TxDOT CSJ Project No. 0412LPRTE La Porte Municipal Airport . La Porte, Texas Dear Mr. Huber: Pursuant to your request, please find transmitted one (1) set of construction drawings and one (1) set of technical specifications complete with modifications. The specifications used for the project are standard Federal Aviation Administration and Texas Department of Transportation specifications, which have been modified to fit this particular project. If you have any questions or need additional information, please do not hesitate to call me at 800-256-2492. Sincerely, -it erl� Bennie F. Lybrand, P.E. Vice President/Aviation Copy: Steve Gillett, Airport Manager Russell Deason, Project Manager, TxDOT, Aviation Division File - 04-402 RECEr�. MAR 0 8 1005 AIRPORTS • STRUCTURAL ENGINEERING • ENGINEERING CONSTRUCTION SERVICES • PARK PLANNING • SURVEYING AND MAPPING • WATER SUPPLY AND DISTRIBUTION • STORM WATER MANAGEMENT • SOLID WASTE MANAGEMENT WASTE WATER COLLECTION AND TREATMENT • URBAN PLANNING AND DEVELOPMENT ENGINEERING WSSELL D. DEMON JR. AIRPORTENGINEERING SPECIALIST T*r*s AVIATION DIVISION III rm O0mporsnm 016E ANer � 150 E. A" Drivo Sul Tom,� in,787Sou Austin, TX 78704 51�11400M 4521 t z y' i1-000TbRlAT . V,','-_L-AVr MaiBny Adtrea Ausfin 246451 Fax 5110 oewPr ... *-rrltll rda.onodDttlm.tt.w � r I ,Texas Department of Transportation RUSSELL D. DEASON JR. AIRPORT ENGINEERING SPECIALIST AVIATION DIVISION 150 E. Riverside Drive Mailing Address 511, Floor, South Tower 125 E. 111h Street Austin, T% 78704 Austin. Tl( 78701-2483 51PJ4164526 Fa 512/416-4510 1.800-88-PILOT - *-mall rdemnOdoLstate.W.ue The C.T.eBrannon Corporation Consulting Civil Engineer 10 Urban Planner, BENNIE F. LYBRAND, P.E., R.P.L.S. Vice -President / Aviation 1321 South Broadway P.O. Box 7487 Tyler. Texas 75711 Tcicphone: 903/597.2122 E-mail: lybrand@brannoncorp.com ; Facsimile:'903/597-3346 N'ebsite: www.bmnnoncorp.com 1 Ph (480) 986-1488 FAX (480) 984-0319 i Email rogerb@ruralelectric.com �4~VIEIECTRIC Inc. 1 i 9502 E. Main St. Roger Bieberdod Mesa, AZ 85207 CITY OF LA PORTE PLANNING DEPARTMENT 604 W. Fairmont Parkway, La Porte, TX 77571 Phone: (281) 471-5020/Fax (281) 842-1868 www.ci.la-norte.tx.us March-23, 2005 - - Mark Huber 604 West Fairmont Parkway La Porte, TX 77571 Re: Letter of Infrastructure Location (CDR-05-040) Dear Mark Huber, HCADii(038=234=001-0006) - CH:T:E:# (42058) > In response to your request for public services to your proposed development located at La Porte Municipal Airport, Town of La Porte, Planning Dept has determined the following: 1. Address: 2. Zoning: *3. Culvert/Drainage. **4. Water. **5. San. Sewer. 6. Street Surface: Te address•assigned to,the'prop"crty in question is I082rSpmcegHig6way,�) This property is currently zoned PUD. No culvert siting was determined for the property in question. No waterline was determined for the property in question. The nearest fire hydrant was not determined for the property in question. No sewer line was determined for the property in question. The nearest manhole was not determined for the property in question. Spencer Highway (Concrete) This letter does not constitute permission to build. All City of La Porte ordinances and regulations must be satisfied prior to receiving permits from the City of La Porte. *The City of La Porte will install driveway culverts for residential developments only. ** The City of La Porte does not guarantee capacity of its utility mains for specific development The services of an Engineer or other professional should be obtained to ascertain capacity of existing utilities. Sincerely.( je� 6 Joe Rolke CC: Inspection Services Division Engineering Technician Engineering Division • City of La Porte PLANNING DEPARTMENT 604 West Fairmont Parkway - La Porte, Texas 77571 Office: (281) 471-5020 -Fax: (281) 842.1868 www.ci.la-oorte.txus City efty (iMlt��INt181S�`f y Contcot ��3�`t -: DEVELOPMENT REQUEST FORM NOTE TO APPLICANT In order for the City to effectively process your request for an Address, Utility Verification and/or Culvert, please include a Site Plan or Survey of the subject property illustrating all existing and proposed improvements. 'Clontact Information (to be completed by lapplicant) A 1 Name:.X4,,R 1L of t�i- V �o -ec- E-Mail: I (i nl N N Phone: X — , 0 6 ( Fax: Mailing Address: Property Information (to be completed by applicant) lDesscription of Development (i.e. Residential, Commercial, Other): h A Address of Property (if applicable): Legal Description of Property (Block, Lot & Subdivision or Other): HCAD Tax Account Number. 03 e - _a ,7,v _ I hereby authorize the City to process the following request(s) (Check all that apply): / ADDRESS CULVERT *UTILITY VERIFICATION Please indicate how you prefer to be notified of the results of your application: E-MAILHONE MAIL FAX Signature of Applicant Date of Submittal *Utilityllaps are available for review in the Planning Department R: CDR—Repom\CPCIZEN-DEVELOPER REQUEST FORM (REVISED)Ad Huber,'Mark From: Gillett, Steve Sent: Tuesday, April 05, 2005 7:41 AM To: Wilmore, Debbie; Huber, Mark Subject: RE: Airport Project Let me know if you need plans and specs. 3 J�4 kcwe SG yY LLLJJJ --Original Message -- From: WllmorDebbie Slant Y., April 04, 2005 439 PM •'�V]U 11Jt-.sue+""' � To: Huber, Mark Cc: Gillett, Steve Subject: Airport Project Mark, Steve G. & I briefly discussed how to handle the airport project. I think this is the simplest way to handle. Steve said you,should have the plans/specs (provided @ 2-3 months ago). Bldg. permit for "airport improvements project" (runway lights, electrical control room, beacon & wind cone), value is $800,000 - since this involves grant money, Steve to pay fee w/ city funds Elect permit for the new service - Steve to pay the fee. We will need standard insAicense, etc. They will use a power pole out in place @W 5 yrs ago to serve a temporary trailer ((air monitoring project). Address assigned was 10725 W. Main. Get w/me tomorrow reg. getting permits started. Coordinate w/Steve as needed. Thanks, Debbie k- r m Wilmore, Debbie From: Wilmore, Debbie Sent: Monday, April 04, 2005 4:39 PM To: Huber, Mark Cc: Gillett, Steve Subject: CAirport.P_rojed _ Mark, Steve G. & I briefly discussed how to handle the airport project. I think this is the simplest way to handle. Steve said you should have the plansispecs (provided @ 2-3 months ago). 5800,000= ince this involves grant money, Steve to pay 1ee7wPcity*funds7 l E�"� it-for-th n permew service - St—eveo_pay_the fee. We will need standard ins/license, etc. * They_will-use a power pole put in place @ 5 yrs ago to serve a temporary trailer (air monitoring project). Adds Tess--- Ca gned-was-10725 W_�_) Get w/me tomorrow reg. getting permits started. Coordinate w/Steve as needed. Thanks, Debbie 54e G :v,), od a P *, M.'j, M7 NEW N� seiVice o )Choto*. fr atiS T�d Ili % a.,�,;: fir.. It �lnspections D ips Buildin�P ChelisePage 2 I (e) Minimum 2-car garage location Yes or No (f) Driveway size, location, & dust -free sufface -,-, (i.e. concrete, asphalt) >Yes or Nq ' (g) 40% maximum lot coverage compliance (all roofed areas)- :Yes y or + No Foundation Plan (IRC, R1196.1,1) : �Yqs or No • • A Structural Franking IRC R106.J.1) As No Plan ( , or t Exterior Elevation Pjan`., T }: ` ej Rq R106.1.1) Yes or No Electrical Drawings (IRC R106.1.1) Yes or No .4 Plumbing Drawings (IRC R106.1.1) Yes or No Mechanical drawings (IRC R106.1.1) Yes or No Drainage Plan (IRC 106.1.1) Yes or No Completed Flood Plain Development Permit if building is in "AE" or WE" Flood Zone (City Ordinance Sec. 94-64) Yes w or No � Y Slab Elevation (If applicable) '" •, (IRC•: 106. Pa4T& • .- Yes - or -A No r •• Resolution 99-31) Energy Code Analysis Completed Citizen/Developer 'Request Form Completed Fill Dirt Permit Application (if applicable) Comp tell Patidon th Tie on tol p xistil3g at$r/Sewer "t4f: Current Certificate offf Insurah • (Senate Bill 5 - State Law Yes or No Effective 9-1-02) .• A i t (IRC R105.3) Yes" I e Y, (City Ordinance 1444-A) Yes., or*, No�� 4 v � (City Ordinance 759-F) Yes or (City Ordinance Sec. 82-35) 't 4 (9 .R • t: • � A S:`,CPsklFc\INSPE&lON DIVISIOMInslAktionsUdg P Checklist Resid.dacl-04 ..At t,tj r" a tr � r • W. i A 7 a � s �• 'fly '�'• r 9 f City of La Porte 604 W Fairmont Pk La Porte, Tx 7757 (281)471-5020 ext 5073 INSPECTION LINE:(281) 471-9662 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 01-00001103 Date 4/04/05 Property Address . . . . . . C1,0725._W-MAZN_ST HCAD Number . . . . . . . 038=23.4_001_0.006—% Alternate Search Method . . . Application description . . . ELECTRICAL ONLY Subdivision Name . . . . . . PAYNE W J Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Owner Contractor ------------------------ ------------------------ UNITED STATES OF AMERICA ALIEF ELECTRO-MECHANICAL INC. FEDERAL BLDG 811 PARK TWO DRIVE WASHINGTON DC 205150001 SUGAR LAND TX 77478 (281) 240-4668 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . POWER CONNECTION/AIR MONITORNG Permit Fee . . . . 15.00 Issue Date . . . . 7/30/01 Valuation . . . . 0 Expiration Date . . 1/27/02 Qty Unit Charge Per Extension BASE FEE 5.00 1.00 10.0000 EA EL - METER LOOP & SERVICE/TCI 10.00 ---------------------------------------------------------------------------- Special Notes and Comments T1 TRAILER FOR-AIR-MONITORING-FOR-90-DAYS� (TEMP6RARY)-1 2 ELEC POWER CONNECTION FOR AIR MONI- TORING SYSTEM Fee summary Charged ----------------- ---------- Permit Fee Total 15.00 Grand Total 15.00 Paid Credited Due ------------------------------ 15.00 .00 .00 15.00 .00 .00 Signature of Contractor or Authorized Agent Date Approved by Building Official or Authorized Agent Date V rr ro ) o� PRECONSTRUCTION CONFERENCE TxDOT CSJ NO. 0412LPRTE LIGHTING AND SIGNAGE IMPROVEMENTS LA PORT MUNICIPAL AIRPORT LA PORTE, TEXAS June 28, 2005 1:30 P.M. Call to order II. Introduction of attendees III. Description of Project, Engineer's Office; and Discussion of FAA, TxDOT, and Sponsor participation IV. Contract time and liquidated damages V. Contractor's construction schedule and sequence of construction; coordination of construction with sponsor, and airport users VI. Issuance of Notice to Proceed VII. Issuance of NOTAMS Vill. Resident Project Representative, authority, construction staking, certifications of materials and equipment; and submittals; construction quantity measurements; change orders, partial and final payments; and retention IX Mix designs, quality acceptance testing, and reports X. Contractor's activities, requirements, and responsibilities XI. Labor requirements, DBE requirements, and Certified payroll records XII. SWPPP and NOI XIII. Questions XIV TxDOT, Sponsor, and Attendee closing comments XV. Adjourn €€€€NH JUL a � 3M PRECONSTRUCTION CONFERENCE NE MUTES TaDOT CSJ 0412LPRTE LA PORTE MUNICIPAL AIRPORT LA PORTE, TEXAS The preconstruction conference was conducted by Mr. Bennie F. Lybrand, P.E., Vice President/Aviation, The C.T. Brannon Corporation. The conference was opened at 1:30 P.m. in the training room of the City of La Porte Public Works Building. Attached is a copy of the AGENDA. All the attendees at the conference introduced themselves. A copy of the list of attendees is also attached to these minutes. The scope of the project was identified as a Lighting and Signage Improvement project which includes replacement of all runway and taxiway lights on Runways 12-30 and 5-23, construction of anew electric vault building complete with some new regulators and other new electrical equipment, installation of a new windcone and a new rotating beacon and beacon pole. Bennie discussed the requirement to furnish and equip the Engineer's Field office, which will be located in an area near the new vault building. The office is to be equipped with a telephone, answering machine, fax machine and a copier as described in the technical specifications. The proposed office location is near existing electrical and telephone service which the Contractor should be able to easily tap. The Engineer recommended that the Contractor contact Mr. Mike Maxwell at Center Point (281-425-7371) for the electric power connection. However, the Contractor will be responsible for contacting the telephone company to get the phone lines activated. The Contractor will be required to contact the telephone company and arrange for the connection. The Contractor will be responsible for keeping all trash picked up and cold drinking water available for the RPR and the Engineer. All office furnishings are to remain in operation until removal is authorized by the Engineer. Bennie also discussed the participation of the Sponsor (City of La Porte), TxDOT, Aviation Division (Sponsor's Agent), and the FAA including the funding participation of 90% by the FAA and 10% by the Sponsor. Mr. Russell Deason. was identified as the TxDOT, Aviation Division Project Manager. Mr. Steve Gillette, Airport Manager, will be the Sponsor's representative during the project. Mr. Jeff Planty will be the FAA contact for the FAA operated PAPI and REILs associated with Runway 12. Mr. Edward Simpson, FAA technician represented Mr. Planty at the preconstruction conference. Mr. Lybrand explained to Mr. Simpson that the Contractor would be performing construction activities in the area of the REILs and that the plans called for the control panel to be reconnected to the new runway lighting circuit in a manner that would maintain the operation of the REILs as they currently operate. Mr. Simpson stated that it would be very important that the FAA be present when construction in the area of the REILs and when the re -connection was made. He requested a two weeks advance notice. Mr. Lybrand also discussed that the prudent action regarding the operation of the PAPI and the REILs would be to take them out of operation the first time Runway 12 was closed for construction activity and for them to remain out of operation until the construction impacting Runway 12-30 was completed and the lighting systems were back into full operation. Mr. Simpson, as well as the Sponsor agreed. Mr. Planty's cell phone number is currently 812-305-1731. Another contact is Danny Bradford of the Houston office. His telephone number is 713-806-4987. Page 1 of 5 The contract time for the subject project has been established as 180 calendar days. The liquidated damages have been set at $750.00 per calendar day. Bennie stated that he had requested Gerald Hamilton, our Resident Project Representative (RPR), at the end of each week, to discuss with Mr. Roger Bieberdorf, Owner of Rural Electric, who will be the Superintendent on the project until another Superintendent is named the number of days that will be charged to the project for the week. This quantity is to be included in Mr. Hamilton's weekly report to Mr. Lybrand. Bennie has requested that the time charge notation on the report be jointly signed by Gerald and the Superintendent. This will not relieve the Contractor of the responsibility to submit notification of such conditions to the Engineer if consideration for a possible time extension is desired. A total of 30 calendar days of inclement weather which will prevent construction was included in the computation of the project contract time. If work can be performed for at least 6 hours during the work period, the day will not be eligible for consideration of any time extension the Contractor may request. All lost time should be documented within 10 calendar days of the lost time. It will be helpful to the Engineer if the Contractor's representative and the RPR initial the work record. Mr. Bieberdorf, who stated that he should have a permanent superintendent on the project within three weeks from the beginning of construction, was requested to notify the Engineer in writing when the new Superintendent is named.. Mr. Bieberdorf presented his recommendation for the sequence of construction, a copy of which is included in these minutes. His approach will be to begin and complete the construction on the Runway 23 and adjacent Taxiway `B" as the First Phase; on the Runway 5 and adjacent Taxiway "B" as the Second Phase; in the area of the runway and taxiway intersections as Phase Three (work will be performed at night so both runways will be available for operation during the daylight hours; on Runway 12 and the adjacent Taxiway "A" as Phase 4; and then on Runway 30 and the adjacent Taxiway "A" as Phase Five. The Sponsor was okay with this approach. Any requests to change from this proposed sequence will be required in writing and the changes will be approved by the Sponsor and the Engineer, which will also be in writing. Mr. Bieberdorf also provided a construction schedule which was briefly reviewed by the Sponsor and the Engineer. The contract provides for updates of the construction schedule on a regular basis. The Contractor was reminded that no construction is to take place within the safety area of an active runway or taxiway. Routing of taxiing aircraft will be necessary to provide access to the apron areas. The Contractors were requested to work closely with the Sponsor to minimize conflicts with the based aircraft owners and transient aircraft using the airport. The Sponsor requested that some vehicle be provided to keep the FBOs and airport tenants advised of the progress of construction so they can plan their operations around the airport. The Engineer plans to prepare some type of calendar that can be reproduced that will enable Gerald to note the areas and corresponding days of construction and give them to the FBOs on a regular basis. Requests for NOTAMS to be issued by the FAA during the life of this project will be submitted to the FAA by Orville Burgess, Danny Cavazos, or Steve Gillett. The Contractor will provide the information through Gerald Hamilton RPR, who will pass it to Mr. Burgess, or to Mr. Cavazos, or Page 2 of 5 to Mr. Gillett. The Contractor shall provide as much advance notice as possible, but not less than 48 hours. The information provided by the Contractor shall include the reason for the NOTAM, the portion of the airport that will be affected, and the expected length of time the NOTAM will need to be in force. The Resident Project Representative for the project will be Gerald Hamilton, Wise Contractors - Consultants, Inc.. Mr. Hamilton will have RPR responsibilities as identified in the Construction Management Plan, which was provided for all the interested parties. He will represent The C.T. Brannon Corporation, who intern will represent the Sponsor and TxDOT, Aviation Division. The Contractor was reminded that although equipment submittals were being sent the Engineer, equipment and material certifications, as identified by the specifications and summarized in the Construction Management Plan, are to be submitted to Mr. Hamilton at the time of delivery of the materials and equipment. In addition _ to the oversight of the project provided by_Mr_Hamilton M •Mark'Huber,, Deputy Building Official, City of La Porte would observe the vault building electrical and power panels before the electric company will provide the meter and power to the vault. Mr. Huber requested a copy of Mr. Hamilton's weekly diary entries, so he can have documentation that the nroiect is receivin¢.daily-oversight. IF Mr. Hamilton will be responsible for measuring the quantities of completed construction. The Engineer has requested that Mr. Hamilton discuss these measurements on a weekly basis with the Contractor's superintendent to ensure agreement. These weekly quantities are to be initialed by the Superintendent and Mr. Hamilton. Mr. Hamilton will submit a copy of these quantities to the Engineer as part of his weekly report. The Engineer will be responsible for preparing and submitting documentation to TxDOT, Aviation for any required change orders or supplemental agreements. TxDOT, Aviation Division will prepare these documents and submit them to the Contractor for execution. Partial and final payment requests will be submitted to Mr. Hamilton for review and verification. He will then return the payment request to the Contractor for submittal to Mr. Deason for further processing. Mr. Hamilton will fax a copy of the payment request to the Engineer, who will review it and forward his comments concerning the request to Mr. Deason. The comments will include the Engineer's observations concerning payment requests for the various items of work, his verification of the payment computations, the estimated percentage of work completed, and the percentage of time used to complete the work. Retention for this project is 5% of the total payment requested. Only one mix design will be required for this project. The mix design shall be prepared to meet the requirements of FAA Specification Item P-610. Due to the relative small quantity of concrete required for the project, the Engineer will accept a recently approved concrete mix design for a TxDOT construction project which has the same compressive strength, air entrainment, and slump requirements as this project, if the aggregates, sand, cement, and additives used to produce the mix are the same as used on the project for which the design was approved. This mix design shall be submitted to the Engineer for review and comment at least 14 days prior to the preparation of any Page 3 of 5 concrete to be used on the project. Rodriguez Engineering Laboratories, Inc. will provide the quality acceptance testing for this project. The Contractor shall provide his schedule for acceptance testing to the RPR with as much advance notice as possible so Gerald, in turn, can schedule the lab. The concrete used for precast items of work will be subject to the same quality acceptance testing as the field placement. Testing will be performed in accordance with the Testing Schedule included in the Testing Plan section of the Construction Management Plan. Test result reports will be submitted to the Contractor, RPR, Engineer, and TxDOT, Aviation Division as specified in the Construction Management Plan. If the Sponsor would care for a copy, the Engineer will forward a copy. The Contractor was reminded that safety is of utmost importance at all times. The safety requirements included in the Contract Documents shall be followed during the life of the project. Any work performed within the Runway and Taxiway Safety Areas shall be done under "Runway and Taxiway closed" conditions. However, the Contractor must schedule his work so that access to the various FBOs and hangars will be available with no or at least minimal delay. The Contractor was reminded that aircraft always have the right of way, regardless of what NOTAMS are in place or what the noted conditions of the airport facilities may be. The Contractor shall use specification flags or highly visible flashing yellow lights on all construction equipment, material hauling vehicles, or supervisor vehicles when they are on the airport. Barricades, of the collapsible type when installed adjacent to an active runway and taxiway, shall be furnished and installed as directed by the Engineer to separate the areas of construction from the active areas of the Airport. Red flashing lights are to be mounted on barricades used in all active runway and taxiway areas. Certified payroll records are to be submitted to Amy Slaughter, Grant Manager, TxDOT, Aviation Division on a weekly basis. The RPR will verify with the Contractors that all payroll records have been received by TxDOT as part of the monthly payment request review. The RPR will interview employees of the Contractors and the Subcontractors randomly during each month. The results of these interviews will be forwarded to Ms Slaughter upon completion of the interview. The Contractor is bound by the provisions of the Contract Documents to include all the required statement and provisions in each subcontract. If requested by the Engineer, a copy of each subcontract will be forwarded for review and verification of these requirements. Bennie reminded the Contractor that it is his responsibility to abide by the various labor requirements included in the General Construction Contract Provisions of the Contract Documents as well as the contract documents. He also noted that the DBE participation goal for this project is 4% and that completion and submittal of the monthly DBE Participation Plan with the payment request is required. The Engineer has prepared a S WPPP for the project and has prepared the NOI for the Sponsor. The Contractor will be responsible for preparing and submitting his NOI. The Contractor is to display the NOI applications of the Sponsor and the Contractor in a weather protected packet at the entrance Page 4 of 5 to the construction sitef When the permits -arrive they are to 1 of the SWPPP and the NO ss wiI 11 be maintained in the Hamilton will be responsible for preparing and submitted the required reports. The Contractor's representative will also be required to sign the report before it is submitted. The Sponsor advised the Contractor that they would assist however possible and looked forward to the completion of a good project. Gerald Hamilton will work closely with the Contractor personnel and Danny Cavazos and Orville Burgess of La Porte to maintain an orderly operation on the airport. The Contractor has requested and the Sponsor, the Sponsor's Agent, and the Engineer have agreed that a prestressed concrete electric vault building constructed.by-LoneStar_P.restress.Mtg., Inc. of Houston, Texas-will'be anacceptable alternative for the vault=building-included in the ,plans. The Contractor will provide shop drawings, signed and sealed ,by_a.Registered-Professional.Engirieer authorized to practice in the -State of -Texas. These drawing shall be reviewed -by the Project Engineer. A set of accepted shop drawings-will-be-transmitted_tc Mr. Mark Huber, Building Porte. Mr. Bieberdorf was concerned about the presence of the existing fencing and above ground conduit in the area designated as the location for the new electric vault building. He was advised the Texas Commission on Environmental Quality (TCEQ) had installed this fencing, some of it even after we had visited with them about the area being unavailable for their use. Mr. Gillett and Mr. Deason will contact TCEQ and request the removal of the fencing and conduit before July 11, 2005. Mr. Bieberdorf was also interested in using the existing TCEQ electrical service for the Engineer's Field Office, with the consideration that he would pay the monthly electric bill. It was mutually decided that it would be okay with the Sponsor and the Engineer, if he could arrange it. There being no questions or comments, the preconstruction conference was adjourned at 3:00 p.m. Submitted by Bennie F. Lybrand, P.E. Vice President/Aviation Copies Sent To: Steve Gillett, Airport Manager Danny Cavazos, Airport Representative Orville Burgess, City of La Porte Russell Deason, TxDOT, Aviation Division, Project Manager Gerald Hamilton, RPR, Wise File 04-402 Page 5 of 5 G-3° -U.91 PRECONSTRUCTION CONFERENCE LaPorte, Texas La Porte Municipal Airport Lighting/Signage Improvements TxDOT CSJ NO. 0412LPRTE June 28, 2005 TBC# 04-402 CHECK -IN SHEET NAME COMPANY MAILING ADDRESS PHONE/FAX (City, State, Zip) ff�� 1JeNAit� L -Y132AnJD TF1e3 G; r $,¢q�,WoA �,aA�w-iN 13 Z/ S. $QoA0ur4i /� 9,9331yg7- Z/Z z 9&v s v-7 GEeALD 111,s-1;- eovre,s�ro� c 903 siZ- 6z�� fity%iLTO4) c 0A,6we ,4,y I^Jr-- �w T A 903-SP6-o4 9.3 � //M8g f 4By-O3�v c.r C (,(2/7 � 'CCr4fC ( 7 SmZ -f MN..v r 6&Z 7S7 6196Ct,?' 1-9 6sb ay" ktj P-e dl rj e i y 6 /4 Or l The Brannon Corporation PRECONSTRUCTION CONFERENCE LaPorte, Texas La Porte Municipal Airport Lighting/Signage Improvements TxDOT CSJ NO.0412LPRTE June 28, 2005 TBC# 04-402 CHECK -IN SHEET NAME COMPANY MAILING ADDRESS (City, State, Zip) PHONE/FAX ��VV II VV GG Lj vjorj-S(�(-5on FA4 T410 /—ocK kQ_ a"ou5+o')) TX The Brannon Corporation flr'- ELECTRIC 9502 East Main Street Mesa, AZ 85207 480-986-1488 Fax 480-984-0319 June 16, 2005 The Brannon Corporation P.O. Box 7487 Tyler, Texas 75711 Attention: Mr. Bennie F. Lybrand Re: LaPorte Municipal Airport Airport Improvements TxDOT CSJ No. 0412LPRTE Revised Sequence of Construction Gentlemen; The concept for our Revised Sequence of Construction is as follows 1. The Airfield Runways/Taxiways will be segmented into 5 Areas. 2. The segmenting is similar to the division of areas as show on Sheet 3 of the Plans 3. Each area will extend to the boundary of the intersecting Runway/Taxiway Safety Area 4. Work will be completed to the maximum extent possible in a specified area prior to moving to the next area 5. The Areas will be designated as: 23 Approach, 05 Approach, 12 Approach, 30 Approach, and Intersection 6. While working in any area, either the Runway or Taxiway will be available for taxiing and in a Safed Up Condition. 7. Taxi routes will be indicated by Barricades and Directional Sign according to Plan design 8. Cones will be used to mark the extent of the Work Area (placed at the intersecting runway safety area point) to limit possibility of ingress to the Safety Area 9. Staging areas will be established near the work area to limit the movement of vehicles in the AOA 10. Alternate entry gates will be considered for access to the work areas Our proposed Construction Schedule will reflect the Phases as indicated in the Sequence of Construction. Very truly yours, Roger Bieberdorf Arizona License: A - 075367, B-1 - 88864, C-I 1 - 52855, L-I I - 074573, L-67 - 126333 Colitomia License: 701 167 -A, C 10. B Texas License 17412 SEQUENCE OF CONSTRUCTION Construction Activity PHASE Unchanged from Plan PHASE II A 1. Maintain all temporary erosion control improvements 2. Construct and equip electric vault 3. Install Wind Cone foundation and Wind Cone when available 4. Install and maintain an "X" on each end of Runway 5-23 5. Complete all work for Taxiway/Runway Demolition and removal, Cans, Conduit, Wire, Sign Bases at Area "23 Approach" PHASE II B 1. Maintain closure "X" and all low level barricades as required 2. Complete all work for Taxiway/Runway Demolition and removal, Cans, Conduit, Wire, Sign Bases at Area "05 Approach" 3. Complete conduit Home Run from new Electrical Vault area to Taxiway A. Work outside of the Taxiway A safety area or provide traffic control when working adjacent to the Taxiway 4. Construct and equip electric vault PHASE III I . Construct all specified lighting and signage improvements in the "Intersection Area" of the runways and taxiways 2. Work during this phase shall be performed at night beginning 30 minutes after sunset and ending 30 minutes before sunrise 3. Energize and place into service edge lighting for Runway 5/23. Power supply may be from Old lighting Vault or New Lighting Vault dependent on materials availability. PHASE IV A 1. Maintain closure "X" on both ends of Runway 12/30 and all low level barricades as required 2. Complete all work for Taxiway/ Runway Demolition and removal, Cans, Conduit, Wire, Sign Bases at Area "12 Approach" PHASE IN B 1. Maintain closure "X" and all low level barricades as required 2. Complete all work for Taxiway/Runway Demolition and removal, Cans, Conduit, Wire, Sign Bases at Area "30 Approach" 3. Energize and place into service edge lighting for Runway 12/30 PHASE V Unchanged from Phase V of Plan DESCRIPTION OF WORK PHASE Unchanged from Plan PHASE II A All notes of Plan Phase III except # 3 PHASE II B All notes of Plan Phase III PHASE III All notes of Plan Phase II PHASE W A All notes of Plan Phase N PHASE IV B All notes of Plan Phase IV PHASE V Unchanged from Plan PHASE Unchanged from Plan PHASE II A All comments on Plan Phase III except # 2 & 4 PHASE II B All comments on Plan Phase III except # 2 & 4 PHASE III All comments on Plan Phase II Plan Phase III Comment # 4 PHASE IV A All comments on Plan Phase W except # 3 PHASE IV B All comments on Plan Phase IV PHASE V Unchanged from Plan AGENDA PREBID CONFERENCE TxDOT PROJECT NO. 0412LPRTE RUNWAY & TAXIWAY LIGHTING & SIGNAGE IMPROVEMENTS LA PORTE MUNICIPAL AIRPORT LA PORTE, TEXAS April 28, 2005 I. Call to order II. Introduction of attendees III. Project Scope of Work IV. Relationship of Sponsor, TxDOT, FAA, and Funding V. Proposal VI. Bid Submittal and Opening VII. Bid Award and Pay Requests Vill. Length of Contract IX. Wage Rates and Pay Rolls X. Disadvantaged Business Enterprise XI. Construction Methods and Sequence XII. Operational Safety Measures - AC 150-5370-2E XIII. TemporaryAir and Water Pollution, Soil Erosion, and Siltation Control Plan-NOI and NOT XIV. Quality Control Testing XV. Quality Acceptance Testing XVI. TxDOT Representative Comments XVII. Sponsor Comments XVIII. Questions XIX. Adjourn ID Task Name Duration Jul 10,'05 S_Mi_T 1 OfficesNard,NO1, Permit, Dig Tess/Exxon 4 days L 2 Traffic Control, Erosion Control i .. 2 days 3 Precast Can Bottoms 8 days 4 Electrical Vault Found Prep 4 days 5 Beacon Foundation 2 days 6 Vault Home Runs 2 days 7 23 Approach Demo/Conduit Cans 7 days 8 23 Approach Sign Pads/Wire Futures 3 days 9 05 Approach Demo/Conduit/Cans 8 days 10 05 Approach Sign Pads/W ire/Fbdures 3 days 11 Intersection Demo/Conduit/Cans 11 days 12 ! Intersection Sign Pads/Wire/Fixtures 3 days: 13 Vault Bldg Set, Stand Beacon 2 days 'I 14 Energize 5/23 1 day, 15 12 Approach Demo/Conduit/Cons 11 days 16 12 Approach Sign Pads/Wire Fixtures 3 days 17 -- Vault Wiring/Control 1 day 18 30 Approach Demo/ConduiUCans 13 days 19 i 30 Approach Sign Pads/Wire/Fixtures 3 days 20 1 Punch List 1 day W T.!_F S S_ I M it _W' T I Fi 4'05 Jul 31,'05 _ M_I.T W. T I_F�SI S_M TAW TF.S_ Task �_— - � Milestone ♦ External Tasks Project La Porte Schedule Split Summary ^ External Milestone '^ Date: Tue 6/21/05 Progress Project Summary zt- ,.'.' Deadline Page 1 Aug 7,'05 -- S_: M I T ! Aug 28,'M Sep 4,'05 Sep 11, '05 Sep 18, F! r__>I'-SIM[T W T F S S M T W T F S S M�TW:T;F'SS M _-- Task Milestone External Tasks Project: La Porte Schedule Split Summary ^ External Milestone Date: Tue 6121/05 Progress Project Summary Deadline Page 2 T.W.TFSS_ WIT-: Oct 1 05_ _�_ 1.Oedt 23 � -_'- -- J Oct 30, .M W 1� M _7 AIJ F L 8 L S M T T LW T J f I__S_,_ S M. T Task Milestone External Tasks Project: La Pone Schedule Split „„��„�����_ Summary ^ External Milestone Date: Tue 6/21105 . Progress Project Summary ' Deadline Page 3 �lo_Lr8'9S ----_ _ Nov_13 — —--..�1w20'OS--- _ ---- iNW27.'05 _T iDx4'05 — — Dec11,'05 T F i S.?.. S- M t T. �� T F_L$ $ I M !. TTW LT7 F1 $_I STMJ. T l 1, T 1_FL&_LSJ_M1_I j W 1 T_;_F— S-- I—TL�[ TTF I.S S M; T W T F Task i Milestone External Tasks Project: La Porte Schedule Split Summary External Milestone Date: Tue 6121/05 Progress Project Summary 4�"""'Deadline Page 4 PRECONSTRUCTION CONFERENCE TxDOT CSJ NO. 0412LPRTE LIGHTING AND SIGNAGE IMPROVEMENTS LA PORT MUNICIPAL AIRPORT LA PORTE, TEXAS June 28, 2005 1:30 P.M. Call to order II. Introduction of attendees III. Description of Project, Engineer's Office; and Discussion of FAA, TxDOT, and Sponsor participation IV. Contract time and liquidated damages so V. Contractor's construction schedule and sequence of construction; coordination of construction with sponsor, and airport users VI. Issuance of Notice to Proceed VII. Issuance of NOTAMS Vill. Resident Project Representative, authority, construction staking, certifications of materials and equipment; and submittals; construction quantity measurements; change orders, partial and final payments; and retention IX Mix designs, quality acceptance testing, and reports X. Contractor's activities, requirements, and responsibilities A. Labor requirements, DBE requirements, and Certified payroll records XII. SWPPP and NOI All. Questions XIV TxDOT, Sponsor, and Attendee closing comments XV. Adjourn Planning Department Inspection Services Memo To: Steve Gillette, Public Works Director From: Mark Huber, Deputy Building Official Date: 5/26/2005 Re: Permit Fees - Airport Project -10821 Spencer Hwy Received bid tabulation on the above referenced project. The following fees will apply. I assume you will be accepting the lowest bid of $710,458.00, so I have determined the following fees based on that dollar amount as follows: Building Permit Fee: Plan Checking Fee: Electrical Permit Fee: $3,226.00 $1.613.00 .W3oy3- Acct#: 00100004060200 AcC1#: 00100004062200 Acct#: 00100004060500 On March 31, 2005, 1 faxed a blank electrical permit application to Mr. Bill Fuller with TX DOT. The successful bidder must complete the application and fax it back to me for review and then I can inform you what the electrical permit fee will be. As of this date, I have not received the completed electrical permit application. This was also mentioned by me during the April 28, 2005 pre -bid conference. My fax number is 281470-5005. Successful bidder will need to fumish a copy of his certificate of insurance prior to building permit and electrical permit issuance. My understanding is that this will be the same contractor. Also, the contractor will need to furnish to us his copy of his master electrician's license prior to electrical permit issuance. If I can be of further assistance, please let me know. CC �w M Memo S-12 s/O To: Steve Gillette, Public Works Director From: Mark Huber, Deputy Building Official Date: 5/25/2005 Re: Permit Fees - Airport Project -10821 Spencer Hwy Received bid tabulation on the above referenced project. The following fees will apply. 1 assume you will be accepting the lowest bid of $710,458.00, so I have determined the following fees based on that dollar amount as follows: Building - xis r0 .. • 00100004060200 On March 31, 2005, 1 faxed a blank electrical pemrft application to Mr. Bill Fuller with TX DOT. The successful bidder must complete the application and fax it back to me for review and then I can inform you what the electrical permit fee will be. As of this date, I have Z received the completed electrical permit application. This was also mentioned by me during the April 28, 2005 pre -bid conference. My fax number is 281-470.5005. Successful bidder will need to fumish a copy of his certificate of insurance prior to building pemut and electrical permit Issuance. My understanding Is that this will be the some contractor. Also, the contractor will need to fumish to us his copy of his master electrician's license prior to electrical pemmt Issuance. If I can be of further assistance, please let me know. To: Debbie Wilmore, Building Official From: Steve Gillett, Director of Public Works CC: Date: May 17, 2005 Re: Airport Project 7�)Mm Attached is the bid tabulation for the three lowest bids for the airport project. Please advise of permit fees for the Project, and account number(s) for the journal entry. Thanks, 0 Page 1 BID TABULATION CITY OF LA PORTE, TEXAS LA PORTE MUNICIPAL AIRPORT TxDOT CSJ No. D412LPRTE ITEM DESCRIPTION AND UNIT PRICE P-140-2.1 Mobilization, for P-151-4.1 Clearing, for P-152A.5 Borrow Excavation, for P-156-5.2 Temporary sill fence, for P-156-5.4 Temporary crushed aggregate access road, for T-905-5.1 Topsoiling, for L-101-5.1 Airport rotating beacon, in place, for L-103-5.1 Beacon tower in place, for L-107-5.1 L-807, Style 1-B, Size 2, internally lighted wind cone assembly, for L-108-5.1 Conduit trench, for L-108-5.2 Conduit trench, asphalt area, for L-108-5.3 Conduit trench, concrete area, for L-108-5.4 Underground cable # 8 (5KV) installed in conduit, for L-108-5.5 Bare ground wire (#6 AWG) Including ground rods and ground rod connectors. Installed, for L-109-5.1 Electric vault building, complete and in place, for L-109-5.2 FumishMstall 10 KW dry, constant current regulator, L-109-5.2 Reinstall existing regulator, for L-109.5.4 Furnish and install vault electrical, for L-110-5.1 PVC conduit, 24nch Schedule 40 installed in trench L-11D-5.2 PVC conduit, 24nch Schedule 40 installed in duct L-110-5.3 Flexible conduit, 24nch encased in concrete, for L-110.5.4 Clean existing duct for L-125-5.1 Base mounted L-861 runway light, for L-125-5.2 Base mounted L-861 E threshold or displaced threshold light, for L-125-5.3 Base mounted L-861 SE threshold or displaced threshold light, for L-125-5.4 Base mounted L-861T taxiway light, for L-125-5.5 Runway exist sign (1 module), for L-125-5.6 Mandatory holding position sign (2 module), for L-125-5.7 Mandatory holding position sign (3 module), for L-125-5.8 Runway exit sign with special foundation (1 module), L-125-5.9 Mandatory holding position sign with special foundation (3 module), for L-125-5.10 Metal junction can, size D, for L-125-5.11 Light base, custom length, Size B, for L-125-5.12 Metal junction can, size D, L-8304 transformer, complete with connection to existing control cables, L-125-5.13 Furnish electrical spare parts and listed, for TOTAL BID: 1-of 2 Rural Electric F 8 W Electrical Contractors Pfeiffer and Son, LTD 9502 E. Main St. PO Box 98 1 PO Box 1116 1 LS $ 32,000.00 $ 32,000.00 $ 22.010.00 $ 22,010.00 $ 75,000.00 $ 75,0D0.00 1 LS $ 7,000.00 $ 7,000.00 $ 3,000.00 $ 3,000.00 $ 6,500.00 $ 6,500.00 150 CY $ 15.00 $ 2,250.00 $ 48.00 $ 7.200.00 $ 6.00 $ 900.00 950 LF $ 6.00 $ 5,100.00 $ 4.00 $ 3.400.00 $ 3.02 $ 2,567.00 200 SY $ 10.00 $ 2,000.00 $ 17.00 $ 3,400.00 $ 30.00 $ 6.000.00 1350 SY $ 10.00 $ 13,500.00 $ 6.00 $ 8,100.00 $ 2.40 $ 3.240.00 1 Unit $ 5,000.00 $ 5,000.00 $ 18,000.00 $ 18,000.00 $ 6,330.00 $ 6,330.00 1 Unit $ 18,000.00 $ 18,000.00 $ 9,500.00 $ 9.500.00 $ 16,845.00 $ 16,645.00 1 EA $ 5,500.00 $ 5,500.00 $ 7.900.00 $ 7,900.00 $ 9,660.00 $ 9,660.00 30,250 LF $ 4.50 $ 136.125.00 $ 3.60 $ 108,900.00 $ 2.95 $ ; 89,237.50 86 LF $ 25.00 $ 2,150.00 $ 15.00 $ 1,290.00 $ 4.00 $ ' 344.00 247 LF $ 25.00 $ 6,175.00 $ 25.00 $ 6,175.00 $ 4.00 $ 988.00 52225 LF $ 1.D0 $ 52,225.00 $ 0.55 $ 28,723.75 $ 1.10 $ 57.447.50 33830 LF $ 0.60 $ 20,298.00 $ 0.55 $ 18,606.50 $ 0.30 $ 10,149.00 1 LS $ 33,000.00 $ 33,000.00 $ 45,000.00 $ 45,000.00 $ 43,000.00 $ i 43,000.00 2 EA $ 7,670.00 $ 15.340.00 S 10,000.00 $ 20,000.00 $ 6,595.00 $ 13,190.00 2 EA $ 650.00 $ 1,300.00 $ 1,500.00 $ 3,000.00 $ 285.00 $ 570.00 1 LS $ 3,200.00 $ 3,200.00 $ 12,500.00 $ 12.500.00 $ 10,440.00 $ 10,440.00 30250 LF $ 1.50 $ 45.375.00 $ 1.00 $ 30,250.00 $ 1.10 $ i 33,275.00 1995 LF $ 2.00 $ 3,990.00 $ 1.00 $ 1,995.00 $ 3.95 $ 7,880.25 250 LF $ 6.00 $ 1,500.00 $ 2.00 $ 500.00 $ 17.65 $ 4,412.50 1960 LF S 1.00 $ 1,960.00 $ 5.00 $ 9.800.00 $ 2.35 $ 4,606.00 66 EA $ 440.00 $ 29,040.00 $ 630.00 $ 41,580.00 $ 580.75 $ 38,329.50 24 EA $ 600.00 $ 14,400.00 $ 630.00 $ 15.120.00 $ 600.00 $ 14,400.00 24 EA $ 600.00 $ 14,400.00 $ 650.00 $ 15,600.00 $ 795.00 $ 19,080.00 281 EA $ 440.00 $ 123,640.00 $ 550.00 $ 154.550.00 $ 560.00 $ I 157,360.D0 21 EA $ 2.015.00 $ 42,315.00 $ 2,300.00 $ 48,300.00 $ 2,083.70 $ 43,757.70 8 EA $ 1,750.00 $ 14,000.00 $ 2,500.00 $ 20,000.00 $ 2.306.30 $ 18,450.40 11 EA $ 3,050.00 $ 33,550.00 $ 3.500.00 $ 38,500.00 $ 2,983.78 $ 32,821.58 1 EA $ 1,800.00 $ 1,800.00 $ 2.300.00 $ 2,300.00 $ 1,890.00 $ 1,890.00 1 EA $ 3,000.00 $ 3,000.00 $ 3,500.00 $ 3.500.00 $ 3.020.00 $ 3.020.00 35 EA $ 425.Do $ 14,875.D0 $ 575.00 $ 20125.00 $ 465.00 $ 16,275.00 2 EA $ 425.00 $ 850.00 $ 575.00 $ 1:150.00 $ 595.00 $ 1,190.DO 1 LS $ 6W.00 $ 6W.00 1 $ 625.00 $ 625.00 $ 560.00 $ 5W.00 1 LS 1 $ 3.000.00 $ 3,000.001 $ 3.000.00 $ 3,000.001 $ 3,000.00 $ 1 3.000.00 $ 710,458.001 $ 736,600.251 $ MAY 182005 of t 5 - "TU-ci =1lo_°I RUNWAY AND TAXIWAY LIGHTING IMPROVEMENTS La Porte Municipal Airport La Porte, Texas TxDOT Project No. 0412LPRTE PREPARED BY THE C.T. BRANNON CORPORATION Tyler, Texas JUNE 2005 6_ 2.OS PREPARED BY THE C.T. BRANNON CORPORATION La Porte Municipal Airport TxDOT Project No. 0412LPRTE La Porte, Texas Runway and Taxiway Lighting Improvements SPONSORS AGENT Russell Deason Airport Engineering Specialist TxDOT, Aviation Division 125 E. 11th Street Austin, Texas 78701-2483 Telephone (800) 687-4568 Responsibility: Contract administration on behalf of the Sponsor, the City of La Porte, with the authority to take necessary actions to comply with the contract. PROJECT MANAGER Bennie F. Lybrand, P.E. The C.T. Brannon Corporation P.O. Box 7487 Tyler, Texas 75711 Telephone (903) 597-2122 Responsibility: Provide routine observations of the progress of construction, communicate all required reports, data, and information to the Sponsor's Agent, review all test reports, certifications, material and equipment submittals, partial and final payment estimates, schedule and monitor acceptance surveying, assist the lab in obtaining samples as needed; furnish a resident project representative for full time field construction observations and conduct a mutual final site observation of the completed construction Page 1 TESTING LABORATORY Oscar Rodriguez, P.E. Rodriguez Engineering Laboratories, Inc. 13809 Turbine Drive Austin, Texas 78728 Telephone (512) 251-4454 Fax (512) 251-1380 Responsibility: Provide all quality acceptance testing for the project. Provide construction quality acceptance testing for the Structural Concrete resultant compressive strength, slump, and air entrainment values. All testing shall be in accordance with the applicable testing procedures and the proposed quality verification and acceptance testing frequencies included in the technical specifications and in the Construction Management Testing Plan of this Construction Management Plan. Reports: Reports of the results of all quality verification and acceptance tests shall be submitted as follows: 1 copy to Bennie F. Lybrand, P.E., Project Manager 1 copy to RPR 1 copy to Ed Mayle, TxDOT, Aviation Division Construction Superintendent 2 copies to the Contractor Procedures: All materials shall be sampled and all tests shall be performed in accordance with the requirements of the applicable American Society of Testing Material's Standards, Texas Department of Highways testing procedures, or other testing procedures referenced in the technical specifications and this construction management plan. The Sponsor will be responsible for payment of all passing quality acceptance testing. The Contractor will be responsible for payment of all failing acceptance testing. Page 2 ResideFif Project Representative Gerald Hamilton Wise Contractors - Consultants, Inc. Route 1, Box 562 Oakwood, Texas 75855 Telephone (903)389-7404 FAX(903)389-7239 Responsibility: A.General. The Resident Project Representative (RPR), as the Engineer's agent, will act as directed by and under the supervision of the Engineer, and will confer with the Engineer regarding RPR's actions. The Resident Project Representative's dealings in matters pertaining to the on -site work shall in general be with the Engineer, Agent's Construction • Manager and Contractor, keeping the Sponsor advised as necessary. Dealings with the subcontractors shall only be through or with the full knowledge of the Contractor. B. Duties and Responsibilities. Resident Project Representative will: 1. Conferences. Attend preconstruction conference. Arrange and conduct a schedule of progress/coordination meetings and other job conferences as required in consultation with the Engineer and notify in advance the Agent's Construction Manager, Sponsor's Representative, Contractor and others that will be expected to attend. Record, maintain and circulate copies of minutes to all attendees. 2. Schedules. Review the progress schedule, schedule of submittals and schedule of values prepared by the Contractor and consult with the Engineer concerning their acceptability. 3. Liaison. a. Serve as the Engineer's liaison with the contractor superintendent and assist the superintendent in understanding the intent of the Contract Documents. Assist the Engineer in serving as the Sponsor's liaison with the Contractor when the Contractor's operations affect the Sponsor's on -site operations. b. As requested by the Engineer, assist in obtaining from the Agent's Construction Manager additional • details or information, when requested at the job site for proper execution of the work. 4. Submittals. a. Receive and record date of receipt of all required Submittals, receive all samples which are fumished at the site by the Contractor, and notify the Engineer of their availability for examination. b. Advise the Engineer and Contractor prior to the commencement of any work requiring a Submittal that has not been approved by the Engineer. Page 3 5. Review of Work, Rejection of Defective Work, Inspection and Tests. a. Conduct on -site observations of the work in progress to assist the Engineer in determining if the work is proceeding on schedule and in accordance with the Contract Documents and whether completed work will conform to same. b. Report immediately to the Engineer and Agent's Construction Manager whenever the RPR believes that any work is unsatisfactory, faulty or defective or does not conform to the Contract Documents, or does not meet the requirements of any inspections, tests or approval required to be made or that has been damaged prior to final acceptance; promptly advise the Engineerand Agent's Construction Managerwhen the RPR believes work should be corrected orrejected or should be uncovered for observation, or requires special testing, inspection or approval. • C. Verify that tests, equipmentand systems startups and operating/maintenance procedures are conducted as required by the Contract Documents and in the presence of the required personnel, and that the Contractor maintains adequate records thereof; observe, record (in the Daily Diary) and report to the Engineer and Agent's Construction Manager appropriate details relative to the test procedures and startups. d. Accompany visitors representing public and other agencies having jurisdiction over the Project, record (in the Daily Diary) the outcome of these inspections. 6. Interpretation of Contract Documents. Transmit to Contractor the Engineer's clarification and interpretations of the Contract Documents. 7. Modifications. Consider and evaluate Contractor's suggestions for modifications in Drawings or Specifications and report them with recommendations to the Engineer and Agent's Construction Manager. 8. Records. a. Maintain atthejob site orderly files for correspondence, reports ofjob conferences, submittals and sample submissions, reproductions of original Contract Documents including all addenda, change orders, field orders, additional Drawings issued subsequent to the execution of the Contract Documents, Daily Progress Reports, test reports and other • project related documents. b. Keep a Daily Diary, recording hours on job site (include RPR's), weather conditions, work force, equipment in use and idle, data relative to questions of extras or deductions, list of visitors, daily activities, decisions, observations in general and specific observations in more detail as in the case of observing test procedures. Send copies to the Engineer and Agent's Construction Manager on a weekly basis. C. Maintain on a current basis a set of project drawings marked to show the work as actually constructed and assist the Engineer in the preparation of Record Drawings from the information on these marked drawings. Page 4 d. Record names, addresses and telephone numbers of all Contractors, subcontractors, testing laboratories and major suppliers of materials and equipment. 9. Report. a. Fumish weekly construction reports to the Engineer and Agent's Construction Manager in the form of copies from the Daily Diary (provided by Agent) on a weekly basis. b. NotifytheEngineerandAgent'sConstructionManagerofdeficienciesintheContractorscompliancewith the approved progress schedule and/or schedule of Submittals. C. Consult with the Engineer and notify the Agent's Construction Manager in advance of scheduled major tests, inspection or start of important phases of the work. d. Report immediately to the Engineer and Agent upon the occurrence of any accident. • e. Report immediately to the Engineer and Agent's Construction Manager any tests or inspections not in compliance with the Contract Documents. 10. Payment Requests: Review and approve Contractor pay requests for compliance. Forward them with recommendations to TxDOT and copy to the Engineer, noting particularly quantities, work completed, and materials and equipment delivered at the site but not incorporated in the work. 11. Wage Rates: Review the Contractor's certified payroll and determine whether the Contractor is compensating employees in accordance with the wage rates contained in the Contract Documents and stated in the certified payroll. Submit weekly construction reports to Agent. Interview the Contractor's employees and determine whether the Contractor is compensating employees in accordance with the wage rates contained in the Contract Documents. Document the interviews in the Daily Diary. Submit one to three interviews to Agent monthly on the Wage Rate interview Form provided by the Agent for verification of pay rates. 12. Submittals of Certificates, Maintenance and Operation Manuals. During the course of the work, verify that certificates, maintenance and operation manuals and other Submittal data required to be assembled and fumished by the • Contractor are applicable to the items actually installed; and deliver this material to Engineer for his review and forwarding to the Agent prior to final acceptance of the work. 13. Completion. Conduct the final (or partial if applicable) construction. inspection in accordance with Section 50 in the general provisions of the project specifications, in the company of the Engineer, Agent, Sponsor, Contractor and other interested parties. Page 5 C. Limitations of Authority. Except upon written instructions from the Engineer and with the Agent's concurrence, the Resident Project Representative: 1. Shall not authorize any deviation from the Contract Documents or approve any substitute materials or equipment. 2. Shall not exceed limitations on the Engineers authority as set forth in the Contract Documents. 3. Shall not undertake any of the responsibilities of Contractor, subcontractors or Contractors superintendent to expedite the work. 4. Shall not advise on or issue directions relative to any aspect of the means, methods, techniques, sequences or procedures of construction unless such is specifically called for in the Contract Documents. 5. Shall not advise on or issue directions as to safety precautions and programs in connection with the work. r 6. Shall not authorize the Sponsor to occupy the Project in whole or in part. 7. Shall not participate in specialized field or laboratory tests. Page 6 ij� P�f o"r�i fiJ �'r�i f rJ tin A'4l _° Vj <_ i[i j�7A V®RWEL WEGEALN Required Contractor Submittals and Information ITEM ACCEPTANCE CRITERIA P-151, Clearing and 1. The Contractor shall famish the name, address, classification, and the name of the contact person responsible for the Grubbing removal, salvage, and delivery to the designated location of the existing runway and taxiway lighting factures and existing electric vault equipment; the removal and disposal of the existing light boxes, concrete slabs, foundations, wind cone, and other required requisite necessary to prepare the site for construction of the proposed improvements. P-152, Excavation and 1. The Contractor and the RPR shall closely monitor the condition of the electric vault floor subgrade and the quality of the Embankment borrow furnished and placed on the back slopes surrounding the electric vault building. The subgrade and the borrow backfill may be tested for adequate density at the option of the Engineer. 2. Payment for all failing density tests will be the responsibility of the Contractor P-156, Temporary Air and 1. The Contractor shall provide the name, address, and telephone number of the contact person who will be directly Water Pollution, Soil responsible for the installation and maintenance of the items included in the SWPPP. Personnel shall be on call 24 Erosion, and Siltation hours per day, seven days per week during the construction of the project. Control 2. The Engineer shall prepare the SWPPP and shall prepare and submit the NOI for the City, shall submit any supplemental plan modifications, and the completion report. The RPR will prepare and submit the weekly erosion control plan report The Contractor's representative will sign each weekly report before it is submitted. The Contractor shall be responsible for his/her own submittals. Page 7 ITEM ACCEPTANCE CRITERIA TxDOT 247, Flexible Base 1 The Contractor shall submit to the Engineer for review a copy of a recent test report for the crushed base course material Course proposed for use as the subbase for the electric vault concrete floor a minimum of 14days prior to scheduled start of the subbase course construction. The test report shall include the moisture -density relationship , the Atteberg Limits and a sieve analysis of the material. 2. Acceptance sampling and testing for density shall be at the discretion of the Engineer. If testing is requested by the Engineer, the RPR shall identify the location of all tests. 3. All retesting for failing tests shall be paid for by the Contractor. P-610, Structural Portland 1. The Contractor shall submit to the Engineer the source of supply of each of the materials to be used in the concrete mix Cement Concrete before delivery or use is started. Verification testing will be done in accordance to the requirements of the testing plan. 2. The Contractor shall submit to the Engineer a concrete mix design for review and verification. The mix design shall be submitted a minimum of 14 days prior to placing any structural concrete on the project. 3. The Contractor shall furnish vendor certificates indicating that all cement, air entrainment additive, curing materials, and reinforcing steel used on the project meets the requirements of the specifications. L-101, Airport rotating 1. The Contractor shall furnish a certificate from the manufacturer that the rotating beacon furnished meets the requirements beacon of the specifications. 2. The Contractor shall include information and data for operation and maintenance of the rotating beacon in the three required operation and maintenance manuals. The manuals shall consist of three ring binders with entitled division sheets for each Item. L-103, Beacon tower I. The Contractor shall furnish a certificate from the manufacturer that the beacon tower furnished meets the requirements of the specifications and that the safety apparatus meets the requirements of OSHA. 2. The Contractor shall include information and data for operation and maintenance of the beacon tower and safety apparatus in the three required operation and maintenance manuals. The manuals shall consist of three ring binders with entitled division sheets for each Item. Page 8 . I . ITEM ACCEPTANCE CRITERIA 1-107, Installation of 12' 1. The Contractor shall furnish a certificate from the manufacturer that the windcone and transformer furnished meets the internally lighted Wind requirements of the specifications. Cone 2. The Contractor shall include information and data for operation and maintenance of the lighted supplemental windcone in the three required operation and maintenance manuals. The manuals shall consist of three ring binders with entitled division sheets for each Item. L-108, Installation of 1. The Contractorshall famish manufacturer's certifications and catalog cut sheets that indicate the following materials meet Underground Cable For the requirements of the specifications. Airports A. Insulated Cable B. Bare Ground Wire C. Ground Rods D. Cable connectors 2. The Contractor shall include information and data for all underground cable and related appurtenances in the three required operation and maintenance manuals. The manuals shall consist of three ring binders with entitled division sheets for each Item. 1-109 Construction of 1. The Contractor shall submit to the Engineer a mix design for the concrete roof, floor, and sidewalk a minimum of 14 days electric vault before placement of concrete is scheduled to started. 2. The Contractor shall famish vendor certificates indicating that all cement, air entrainment additive, curing materials, and reinforcing steel used on the project meets the requirements of the specifications. 3. The Contractor shall furnish manufacturer's certifications that the split face concrete block, mortar, and masonry reinforcement are in compliance with current ASTM requirements. 4. A minimum of 14 days prior to commencing construction of the building, if requested by the Sponsor, the Contractor shall submit to the Sponsor for color(s) selection, a split face concrete block color chart. The Contractor shall then construct a sample panel as described in the technical specifications for the Sponsor's acceptance for color, texture, bond, and mortar, and the Engineer's acceptance for workmanship. 5. The Contractor shall submit to the Engineer for review hardware data and information sheets a minimum of 14 days prior to installation 6. A minimum of 14 days prior to commencing painting, the Contractor shall submit to the Sponsor for color(s) selection paint color charts. The Contractor shall submit manufacturer's certifications indicating that all primer, filler, and paint conforms to the technical specifications. For consideration ofacceptance ofan equivalent paint, technical formulation data shall be submitted a minimum of 14 days prior to scheduled use. Page 9 ITEM ACCEPTANCE CRITERIA L-109, Installation of 1. The Contractor shall furnish manufacturers' certifications of conformance to the technical specifications for all building Electric Vault Building panels, conduit, lights, switches, receptacles, wiring, and miscellaneous materials used to complete the vault electrical. Electrical 2. The Contractor shall include information and data for the furnished equipment in the three required operation and maintenance manuals. The manuals shall consist of three ring binders with entitled division sheets for each Item. L-109, Installation of The Contractor shall furnish manufacturer's certifications of conformance to FAA Specifications and listing in AC150/5345-1. Constant Current Catalog cut sheets shall be submitted for the following: Regulator A. Enclosure B. Switches C. Bus Connectors D. Panels E. Constant Current Regulator F. S-1 Cut-out, if required G. Photoelectric Cell 2. The Contractor shall include information and data for the furnished equipment in the three required operation and maintenance manuals. The manuals shall consist of three ring binders with entitled division sheets for each Item. L•110, Installation of 1. The Contractor shall famish manufacturer's certifications and catalog cut sheets fully describing the flexibility and Airport Underground soundness of the material, size, connectors, water tightness, and other pertinent information that indicates the electric Electrical Conduit conduits can be installed in conformance with the Specifications and plan documents and will perform as needed to complete the runway and taxiway electrical system as planned . 2. The Contractor shall include information and data for all underground electrical duct in the three required operation and maintenance manuals. The manuals shall consist of three ring binders with entitled division sheets for each Item. L-125, Installation of 1. The Contractor shall furnish manufacturer's certifications of conformance to FAA Specifications and listing in The Medium Intensity Runway, Contractor shall furnish manufacturer's certifications of conformance to FAA Specifications and listing in AC 150/5345-1. Threshold, Displaced Threshold, and Taxiway 2. The Contractor shall furnish manufacturer's certification and catalog cut sheets that indicate that the L-857 mounting bases Lights meet the requirements of the plans and specifications. 3. All electrical equipment covered by FAA Advisory Circular 150/5345-53B and 150/5345-53B, Change 1, will be acceptable for installation on this project only if it is included in the latest addendum of the above Advisory Circulars. The addendum is issued on the 15' of each month and is posted on the FAA Web Site. 4. The Contractor shall include information and data for the mounting bases and the different types of light futures, lens, lamps, and isolation transformers in the three required operation and maintenance manuals. The manuals shall consist of three ring binders with entitled division sheets for each Item. Page 10 l , ITEM ACCEPTANCE CRITERIA L-125, Runway Exit and 1. The Contractor shall furnish manufacturer's certifications of conformance to FAA Specifications and listing in Mandatory Holding AC150/5345-1. Position Signs 2. The Contractor shall furnish manufacturer's certification and catalog cut sheets that indicate that the L-857 junction boxes meet the requirements of the plans and specifications 3. All electrical equipment covered by FAA Advisory Circular 150/5345-53B and 150/5345-5313, Change 1, will be acceptable for installation on this project only if it is included in the latest addendum of the above Advisory Circulars. The addendum is issued on the 15i° of each month and is posted on the FAA Web Site. 4. The Contractor shall include information and data for the junction boxes and signs in the three required operation and maintenance manuals. The manuals shall consist of three ring binders with entitled division sheets for each Item. Lr 125, Metal junction can l . The Contractor shall furnish manufacturer's certification and catalog cut sheets that indicate that the L-857 junction and custom length cans and custom length mounting boxes meet the requirements of the plans and specifications. mounting base 2. All electrical equipment covered by FAA Advisory Circular 150/5345-53B and 150/5345-53B, Change 1, will be acceptable for installation on this project only if it is included in the latest addendum of the above Advisory Circulars. The addendum is issued on the 15' of each month and is posted on the FAA Web Site. 3. The Contractor shall include information and data for the junction boxes in the three required operation and maintenance manuals. The manuals shall consist of three ring binders with entitled division sheets for each Item. L-854, Radio Control 1. The Contractor shall famish manufacturer's certifications that the radio control equipment furnished on this project meets Equipment the requirements of the specifications including the quality assurance provisions of the document. 2. The Contractor shall verify with the Airport Manager the frequency required for the radio receiver prior to ordering the equipment. 3. The Contractor shall include information and data for the radio control equipment in the three required operation and maintenance manuals. The manuals shall consist of three ring binders with entitled division sheets for each Item. Page 11 4ji 1. C'4 f f "A f (' f� J _ _ Acceptance Testing Schedule Construction Estimated No. of Testing Acceptance I Item Test Description Ouantitv Freauencv Tests Method Criteria P-61 Q Structural Compressive Strength 1 Pours 3/Pour 3 ASTM C 39 >3,000 psi @ 28 Days Concrete, beacon Slump 1/Pour 1 ASTM C 143 4" max. tower foundation Air Content I/Pour 1 ASTM C 231 5%, +1- 1% P-610, Structural Compressive Strength 1 Pour 3/Pour 3 ASTM C 39 >3,000 psi @ 28 Days Concrete, windcone Slump ]/Pour 1 ASTM C 143 4" max. foundation Air Content I/Pour I ASTM C 231 5%, +1- 1% P-610, Structural Compressive Strength 1 Pour 3/Pour 3 ASTM C 39 >3,000 psi @ 28 Days Concrete, Electric Slump ]/Pour 1 ASTM C 143 4" max. Vault Building, floor Air Content I/Pour 1 ASTM C 231 5%, +1- 1% P-610, Structural Compressive Strength 1 Pour 3/Pour 3 ASTM C 39 >3,000 psi @ 28 Days Concrete, Electric Slump I/Pour 1 ASTM C 143 4" max. Vault Building, roof Air Content I/Pour 1 ASTM C 231 5%, +/- 1 % P-610, Structural Compressive Strength 4 Pours 3/Pour 12 ASTM C 39 >3,000 psi @ 28 Days Concrete, Light Bases Slump I/Pour 4 ASTM C 143 4" max. 394 total Air Content I/Pour 4 ASTM C 231 5%, +/- 1% P-610, Structural Compressive Strength 4 Pours 3/Pour 12 ASTM C 39 >3,000 psi @ 28 Days Concrete, Sign Bases Slump ]/Pour 4 ASTM C 143 4" max. 44 total Air Content I/Pour 4 ASTM C 231 5% +/- 1% Page 12 July 6, 2005 Mark Huber 604 West Fairmont Pkwy. La Porte, TX 77571 CITY OF LA PORTE PLANNING DEPARTMENT 604 W. Fairmont Parkway, La Porte, TX 77571 Phone: (281) 471-50201 Fax (281) 842-1868 www.cUa-aorte.dcus i� T t1 J .,ate t,nw too.., f a LAI- qc%-* f-v-� TX D a-t- of{r Re: Letter of Infrastructure Location (CDR-05-135) HCADti (038-234-001-0006) H.T.E.ti (42198) In response to your request for public services to your proposed development located at Blocks 1, & 2, Lots 1, 2, 3, & tr. 4A, W. 1. Payne Subdivision, Town of La Porte, the Planning Dept has determined the following: 1. Address: The address assigned to the property in queslionisaTOZZ"T.[.'W.¢tivlam:w r. 2. Zoning: This property is currently coned PUD •3. CulvervDrainage: No culvert sung was determined for the property in question "4. Water. No waterline was determined for the property in question. The nearest fire hydrant was not determined for the property in question. ••S. San. Sewer. No sewer line was determinerd for the properly in question. The nearest manhole was not determined for the property in question. 6. Sweet Surface: Spencer Hwy. (Harris County Maintained -Concrete) This letter does not constitute permission to build. All City of La Porte ordinances and regulations must be satisfied prior to receiving permits from the City of La Porte. a *The City of La Porte will install driveway culverts for residential developments only. " The City of La Porte does not guarantee capacity of its utility mains for specific development. The services of an Engineer or other professional should be obtained to ascertain capacity of existing utilities. Sincerely, Paul Lovell Engineerine CC: Inspection Services Division Engineering Division JUN-28-2005 15:22 FAx TRANsmissfO* N 7%DOT-Avunou Dav=w 125 & 11 th sbvd Aust1n, Txxu 78701.2465 (512) 4164519 1400.6&PQAT Fax: (S12) 416-510 DATE: June 28, 2005 NUMBER OF PAGES: 9 Including cover TO: Mr. Mark Huber FAX NUMBER: (281)470-5005 FROM: Amy Slaughter Re: Rural Electric Insurance Form Grant Manager Please contact me at 512-416-4519 if you need anything further or have any questions. Fax- 512-416-45 10 Email aslaugh@dot.state.tx.us Thanks R�rF�V w a ��D JU,1, z X 'nos P.01104 JUN-ze-zees 15:22 I21y%- IWY 23 20M 15107 FR GRE fRd INUVW111 214M911M TO 1623SMSM P.02 03 o ram mlosm Nt7T8: lea of the *ndmsWnerie Otmd a.,maa,waa in CERTIFICATE OF INSURANCE ��' eft f�w°- Tln f� c abater atw0 root c mme m wok w4l hebffe ha ebtaknd ma mbamwn kauar= apedlled In Seeft It, betas. The aonbeaW must abamafefesanMpeiWbWlMl Olelb=DeeNaamo 7WZpxb mtfaIMAddMo Whwaadfar peN' serod4,andnWhlvwof t2bro�wea In mrm wow taco a uwor polgoc y 1 ap e. O* mm mm of hueam pAAW try eda d*M%, nt wo w=ptae4 is poor kommo k cerafmbsm mIL 1.2 Gh"e10n9Ad*w am 4 Millm SL AM Codk I460) GIN-031A E,d. z WORIWW DOMPENBAMON 2.1 B za 2A Jfatumfy. Tkfas ESIdOgOd YVI31 a VYa1vOt of nakrOBi♦tea h foYQr of 1M Tkaa m dTTarfaPRptmn, 3. COMMEM.IA{. QENEAAI. 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IL UVVMMP0=DFAppAMOle) -- AN ", n ZpnS Eaten B" TOTPL P.04 x RECEIVE x DATE START SENDER JUN-28 03:18 PM P. 01 TRANSACTION REPORT RX JUN-28-2005 TUE 03:19 PM TIMEMPAGES TYPE NOTE Mi# DP >t 56"(1) 4 RECEIVE OK x F aK ,Y fi j p:f o a� t 30� y $c /L 3 TI ADS- /G s grip 10 e ,y S—o6 7 r3 S-0 73 ��a7Z 5�7z/ S a 7L •�,—t4 ts�—� tSr—l? "•j/ City of La Porte % 604 W Fairmont Pkw Cl/vL La Porte, Tx 77571' (281)470-5073 INSPECTION LINh:(281) 470-5130 r ****ELECTRICAL PERMIT**** --------p---Y-------=.-------------------------------------------------- Application Number . . . . . 05-00001022 Date 7/06/05 ,Pro ert Address . . . . 10727 W MAIN ST T HCAD Number . . . . . . . . . 038-234-001-000 Alternate Search Method . . . Application type description ELECTRICAL ONLY Subdivision Name . . . . . . PAYNE W J Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Owner Contractor ------------------------ ------------------------ UNITED STATES OF AMERICA RURAL ELECTRIC, INC'i FEDERAL BLDG 9502 E MAIN WASHINGTON DC 205150001 MESA-AZ.85202 (602) 757-6196 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . ELEC WORK AT AIRPORT Permit Fee . . . . .00 Issue Date . . . . 7/06/05 Valuation 0 Expiration Date . . 1/02/06 ---------------------------------------------------------------------------- Special Notes and Comments JOURNEL ENTRY IN THE AMOUT OF $309.30 WAS ISSUED BY STEVE GILLETT, RECEIVED BY OUR DEPARTMENT JUNE 15, 2005 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 74-a5 o(-,/, N k F-'vd 3c) to -2-7--0s yes -rC. - C/e c-Tb e&-Q— Signature of Contractor or Authorized Approved by Building Official or Au V ajl� Date Date -7 0319 OD e PERAIIT • . LICATION -:` r� h. E.. . „ ._ • VLot SPINOWSiow- 111 faA� _. Taxes HCAD Permit No. 'b S—% OZZ— Permit Fee', Plan Check Fee: 3�.3mwam 604 W. Fairmont Pkwy. • La Porte, Texas 77571 (281) 471.5020 cohmm THIS sEcnoN FOR ELECTRICAL Pomrm NOTE MINDAUM CHARGE ON PUIMT(S) 19 $20.00 . Description .: - Charges Quantity Fees PERMIT ISSUE FEE S7.50 Outlets, Fbdxuts, Lights & . Switches (In 5 — Flat foe) S3.06 I .3 Above Items; (All Others) .60 each — Clothes Washer/ Dryer S 2.00 each — Range Receptacle S 3.00 each — Cook Top or Oven S 1.50 each A/C, Window Unit Receptacle, S 3.00 each — water ficala S 3.75 each DishwaslimlGarbage Disposal S 1.50 each Meter Loop & Service (fncludn Tempormy cut -in) S 15.00 each i Tempwary Saw Pole (T Pole) S15.00eacb Reconnection of Service S15.00 each. Rcinspection Fee S20.00 each Y2 I bus 10 to!: inclu - % bp S 1 0 % less 10 110 UP to 0 by 0 & up to bp S 3 50 hp up S 4.50 Total Fee COMPLETE THIS SECTION FOR PLUMBING BING PERMITS NOTE: MINIMUM CHARGE ON PERWT(S) IS S20,00. Description Charges Quantity Fees PER,Mrr ISSUE FEE S15.00 S15,00 FbM=v`Dmiasrrraps S 3.75 each — Sewer (New, Repair, or Replacenwa) S 7.50 each Septic T1mVSecpagt Ph/Drain Field SlS.Mcach — Water Heiser $ 3.75 each Gas Piping System (1-4 oulLets, flaffee) S 7.50 05� Gas Piping System (aver 4 outlets -each) S 1.50 each hutallation, Alteration or Repair of Water Piping and/or Water Treating Eqd*mmw S 7.50 each Repair/Altcrwion — Drain or Vent S 7.50 each Each Vacuum BrtakedBackflow Prowctioti Each One (1-5) S 3.75 each Each One tow 5) S 2.25 each Reinspecaon Fee S26.00 each Total 6:%CPSbxrtWSPECT7CN DMS)ONVnqecficnsNB)ft Pcr=dk ApO SW 20CMAM A^,, e-�& On Al CITY OF LA PORTE JOURNAL ENTRY FORM AJrrF# Finance Use Only ACCOUNTING YEAR ^^,, ACCOUNTING PERIOD DATE a/+enn IR EXPLANATION l ,,�� __ __ / % Q 79 2 _ 2 "r - en a - CONTROL TOTAL $ Finance Use Only DOC# Finance Use Only 3,z ,�. - 3226.00 ,DescriPhonl BuildingPermit -7077-531-90 01050 010 001-00004060-200 010-7077-531-9050 1613.00 3266.011 Plan Check 001-0000-4062-200 010-7077-531-9 9.301 1613.00 1 Electrical Permit 001-0000-4060-500 309.30 Made By "r-LEIV- REVISED 8124/98 �a JUN 15 2005 USIAL may. ��ii/ Approve By ����Z� • ` P7" ; TO: CO] PAGES INSPECTION SERVICES DIVISION 604 WEST FAIRMONT PARKWAY, LA PORTE, TX 77571 PHONE: (281) 470-5073 FAX (281) 470-5005 FAX COVERSHEET — (o -O.5 T"Vw- If you do not receive all the pages, please contact us as soon as possible at 281-470-5073 SACPShv \INSPEMON DMSIONVmpedlow\FAX COVER SHEET REV54)&dm x DATE START RECEIVER TRANSACTION •XX.W.Y��:4:W.W..W..'����YWWWWWX'N.X�.W.WN.�YY�Y#:#�K'N.X���X.W.Y�WXYw.W.W. P. 01 REPORT JUL-06-2005 WED 02:18 PM x TX TIME M PAGES TYPE NOTE M# DP x JUL-06 02:17 PM 814809840319 28"(1) 2 SEND OK 348 x � TOTAL 28S PAGES: 2 INSPECTION SERVICES DIVISION 604 WEST FAIRMONT PARKWAY, LA PORTE, TX 77571 PHONE: (281) 470-5073 FAX (281) 470-5005 FAX COVERSHEET 604 W Fairmont Pk La Porte, Tx 7757 (281)470-50'i INSPECTIONE: (281) 470-5130 ****_ ..ICAL PERMIT****) _____ �--__ __ _r_T__--------- ---------------------- Application Number . . 05-0000.1.0.22 Date 7/06/05 Property Address �7 W MAIN ST T HCAD Number . . . . . . . . .�--038=234=001-0006 Alternate Search Method . . . Application type description ELECTRICAL ONLY Subdivision Name . . . . . . PAYNE W J Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Owner Contractor ----------------------------�-- UNITED STATES OF AMERICA RURAL ELECTRIC, INC FEDERAL BLDG 9502 E MAIN WASHINGTON DC 205150001 MESA AZ 85202 (602) 757-6196 i -------------------- PermitELECTRICAL_P.ERMIT Additional desc rLEC WORK AT AIRPORT Permit Fee 00 Issue Date . . . . 7/06/05 Valuation 0 Expiration"Date . . 1/02/06 Special Notes and Comments JOURNEL ENTRY IN THE AMOUT OF $309.30 WAS ISSUED BY STEVE GILLETT, RECEIVED BY OUR DEPARTMENT JUNE 15, 2005 ------------------------------------------------------- Fee summary Charged Paid Credited Due i ------------------------------------------- ---- ---------- Permit Fee Total .00 .00 #00 00 .00 Grand Total .00 .00 .00 gnature of Contractor or Authorized Agent Approved by Building Official or Authoriz Date r- 6 -()S t Date F1.A OF, 4 PERMTT APPLICATION 9.+ City of La Porte _ rss�c. Established 1852 .. V TEXAS 2SIA71-5020 Fxt. 5O73. SrM • Building Mechanical 'Electrical •Plumbing Project nddrea: . o*nees _ Bloom , City ass o zip Building Use: S9• F #Stories Vahration Desaibe Wodc Da°r• - Taxes HCAD Permit No. Permit Fee • . Plan Check Fee: 6CI4 14J. Faimont Pkwy. U Porte, Texas 777571 • (281) 4.71•5020 COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:; NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity PERMIT ISSUE FEE S7.50 Outlets, Fumirm Lights & Switches (1` 5 -Flat fee) $3.06 . 1_ Above Items (All Others) .60 each Clothes Washer/ Dryer S 2.00 earl Range Receptacle S 3.00 each Cook Top or Oven S 1.50 each A/C, Window Unit Receptacle. S 3.00 each Water Heater S 3.75 each Dishwash=AGarbage Disposal S 1.50 each Meter Loop & Service (includes Temporary cut -in) S 15.00 each Temporary Saw Pole (T Pole) S 15.00 each I Reconnection of Service S15.00 each. Reinspection Fee $20.00 each ?ADTORS: to but inc3u ' '/, hp X and less 10 S 2 each 10 & up to NO hp S 3.5 each 50hp dup S4.50 Total Fee COMPLETE Tins SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMII(S) IS S20.00 Fes S7.50 . aua Description Charges Quantity Fees PERMIT ISSUE FEE S15.00 S15.00 Fnmua/Dminsffraps S 3.75 each �I ^ Sewer (New, Repair, or Replaeemew) S 7.50 each .. Septic Tank/Seepage Ph/Drain Feld S15.00 each Water Heater S 3.75 each Gas Piping System (1-4 outlets, jLu fee) S 7.50 Gas Piping System (over 4 outlets -each) S 1.30 each hatallation. Alteration or Repair of Water Piping and/or Water ' Treating F.quipmew S 7.50 each Repair/Akeration - Dram or Vein S 7.50 each. &ach Vaamun BreakezMact9ow Protection' Each One (1-5) S 3.73 each Each One (Over 5) S 2.25 each Reinspection Fee S20.00 each Total VCPShae1NSPEMCN DMSXWUnsp�Mg Tama ApO tide 20a03Aoe CITY OF LA PORTE m JOURNAL ENTRY FORM ' Finance Use Only ACCOUNTING YEAR ACCOUNTING PERIOD DATE Flinnnns EXPLANATION l / J Q % 72 [ r (n a - CONTROLTOTAL$ DOC# FFinance Use Only Finance Use Only Ledger Number 010-7077-531-9050 Proj # Debit/Out 3226.00 Credit/in Description Building Permit 001-0000-4060-200 010-7077-531-9050 1613.00 3266.00 Plan Check 001-0000-4062-200 010-7077-531-9050 309.30 1613.00 Electrical Permit 001-0000-4060-500 I I309.30 Made By REVISED 8124198 " J JA 1 5 2005 V 1/1L�J IYV.J V��� Approved By City of La Porte .r15 PLANNING DEPARTMENT -4 604 West Fairmont Parkway - La Porte, Texas 77571 M Office: (281) 471-5020 -Fax: (281) 842-1868 I www.ci.la-Dorte txus - �, b 1 E XAs - ( 3 DEVELOPMENT REQUEST FORM NOTE TOAPPGICANT In order for the City to effectivelyprocess your request for an Address, Utility VerJfication and/or Culvert, please include a Site Plan or Survey ofthe subject property illustrating all existing and proposed improvements. / Contact Information (to be completed by applicant) Name: l , 4i.(4V--C- E-Mail: Phone: 28I I /O I `33 Fax: Mailing Address: G, i% O i- L- a T f E Property Information (to be completed by applicant) Description of Development (i.e. Residential, Commercial, Other): Address of Property (if applicable): } Legal Description of Property (Block, Lot & Subdivision or Other): (j't R,QoC `) -- Nac.k ( i Z Los 1 a 2) 3 5, 474-4A, va P+jx HCAD Tax Account Number.03g - 231i' - pp ) - 0(00 �P I hereby authorize the City to process the following request(s)(Check all that apply): / ADDRESS CULVERT *UTILITY VERIFICATION Please indicate how you prefer to be notified of the results of your application: E-MAIL PHONE X MAIL FAX Signature of Applicant Date of Submittal *Utility Maps are available for review in the Planning Department R:)CDR_RepwU\CITiZEY-DEVELOPER REQUEST FORM (REVISED).doc `CITY OF LA PORTE PLANNING DEPARTMENT 604 W. Fairmont Parkway, La Porte, TX 77571 Phone: (281) 471-5020 / Fax (281) 842-1868www.ci.la-norte.tx.us July 6, 2005 Mark Huber 604 West Fairmont Pkwy. La Porte, TX 77571 Re: Letter of Infrastructure Location (CDR-05-135) HCAD# (038-234-0O1-0006) H.T.E.# (42198) in response to your request for public services to your proposed development located at Blocks 1, & 2, Lots 1, 2, 3, & tr. 4A, W. J. Payne Subdivision, Town of La Porte, the Planning Dept has determined the following: 1. Address: The address assigned to the property in question is 10727T West Main. 2. Zoning: This property is currently zoned PUD *3. CulvertlDrainage: No culvert sizing was determined for the property in question **4. Water: No waterline was determined for the property in question. The nearest fire hydrant was not determined for the property in question. **5. San. Sewer: No sewer line was determined for the property in question. The nearest manhole was not determined for the property in question. 6. Street Surface: Spencer Hwy. (Harris County Maintained -Concrete) This letter does not constitute permission to build. All City of La Porte ordinances and regulations must be satisfied prior to receiving permits from the City of La Porte. *The City of La Porte will install driveway culverts for residential developments only. *• The City of La Porte does not guarantee capacity of its utility mains for specific development The services of an Engineer or other professional should be obtained to ascertain capacity of existing utilities. Sincerely, Paul Lovelace l'-� Engineering Technician CC: Inspection Services Division Engineering Division 7.50+ 3.00+ 15.00+ M-80+ 309.3* /1 C b/ 6-r— Project Address: Subdivision: ! Block: Owner's Name: Phone: Street City Zip Contractor Phone: Address: Sheet City Zip Engineer. Building Use: Sq. Footage: # Stories Valuation: Describe Work: For City Use Only Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type Use Zone # Stories Parking Req Commercial Buildings Plans Only -Fire Marshal Approval Date Checked/Approved for Issuance Special Taxes HCAD Permit No. Permit Fee Plan Check Fee: SACPsbmma=PemG3iBI&.PamuAppW A0C 604 W. Fairmont Pkwy. 0 La Porte, Texas 77571 0 (281) 471-5020 LI 7 � COMPLETE THIS SECTION FOR ELECTRICAL PERMIT: NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 1 $7.50 Outlets, Fixtures, Lights fe Switches s (1(1° 5 —Flat fee) $ 3.00 Above Items (All Others) _ _60 each M• - i1 "rl✓I Iii $91,11 � • « Temporary 1 ti each MOTORS: Utbut mclu g %: hp $ 1.5 each %:s 2up to 5 $ 50 50hp $4.0 Total Fee O ` COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 $15.00 Fixtures/Drains/rraps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flat fee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration — Drain or Vent $ 7.50 each Each Vacuum Breaker/Baclflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $20.00 each _ Total S:\CPSh=r NSPECTION DMSIONXinspeQiom0ft Pesnlil Appi ride 20e10ldm City of La Porte 604 W Fairmont Pkwy, La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT***j* ------------------- — ------------------------------------------------------- Application Number . . . . . 05-00001023 Date 7/07/05 Property Address . . . . . . 10821 SPENCER HWY HCAD Number . . . . . . . . . 038-234-001-0006 Application type description ADDN, PUBLIC WORKS/UTILITIES Subdivision Name . . . . . . PAYNE W J Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 710458 Owner Contractor ------------------------ ------------------------ UNITED STATES OF AMERICA RURAL ELECTRIC, INC FEDERAL BLDG 9502 E MAIN WASHINGTON DC 205150001 MESA AZ 85202 (602) 757-6196 -------------------------- Structure Information 000 000 ----------------- Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . . . UTILITY & MISCELLANEOUS Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -COMMERCIAL ADD ON Additional desc . . (RUNWAY LIGHTS, TEMP OFC BLDG Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 7/06/05 valuation . . . . 710458 Expiration Date . . 1/02/06 ---------------------------------------------------------------------------- Special Notes and Comments G 1. CALL FOR INSPECTIONS. 2 AS PER PLANS & SPECIFICATIONS. 3. PROJECT ELECTRICAL INSPECTOR(ON CONTRACT) WILL FURNISH INSPECTION COMPLETION RECORDS WEEKLY TO DEPUTY BUILDING OFFICIAL:[4 __FU_RNISH� f-INSTAliLATION7 FEES OF $3226.00 BUILDING PERMIT FEE AND $1613.00 PLAN CHECK FEE PAID BY JOURNAL ENTRY RECEIVED FROM STEVE GILLETT ON JUNE 15, 2005 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 (SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT) DATE1"05' (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AG DTE .Established 1892 281A71-5020 Ext 5073 *Electrical A.See f fb1iin) 4o0 2.J.3. j Tqq A -jBb* ocic-- blocK. 2 �/.70 -,Soto A. 77 gs-Z 0,f7 Zip koc�6.rm Qewjif�--n� fi— , I I Co cv C-Ro �� d. Ft, F— 0 Building Usef A42.5 Sq- Footage: m rnr*3 YSSva*.tiorr. Describe For city Use only Occtzpamy FloodZon�—X,— Cbm W, Typ;cLu— XiLZ Sq. Ft v D 1tif \ Conshiction Type' —L!4A Use Zone i Stories CommercW Buildings Plans W.Fire Marshal Approval. Q� checked/Approved fbr issuance By. YYYV4APc. W Dat e Special Conditions: eeku —k4x-- 0-1— %J u Taxes OA 8 0 HCAD 0 600 (40 F'mrift No. 05-1 6d-3 Permit Fee'# ;,Inn rh&,4, r.- 6w kv. Faim, St PERMIT APPLICATION City of LA Po'rt*e Mecha6cal— Pr6j6d Address: &Mivision:— (,kJ 6 w neesName: I I City COMPLETE THIS SECTION FOR ELECIIRICAL PERMTI`S-- NOTE MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 S73O... Outlets, Fktue Lights & Switches (10 5 - Flat fm) $3.00. Above Items (All Others) .60 c&6 Clothes Washed Dryer S 2.00 each Range Receptacle S 3.00 each Cook Top or Oven s 1.50 each A/C. Window Unit Receptacle S 3.00 each Water Heater S 1.75 each DishwasbcdOwbage Disposal S 1.50 each Maw Loop & Service (Includes Temporary cut-4 S15.00each TeMP&MY Saw Pole (T Pole) smooeach I. Reconnection of Service S15.00 each. ReinspectionFee $20.00 cwh MOTORS: Up to but not inrluding V, hp S 1-50 Cub Vz by and less than 10 hp S 2-50 each: 10 hp &uptD50bp S 3.50 each. 50 hp and up S 4.50 each, Total Fce SC COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE. MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Q=* Fees PERMIT ISSUE FEE S15.00 S15.00 FbMumOrains/Tnsps S 3.75 each Sewer (New, Rrpalr, or JZcpZ=meW) $ 7.50 each Septic Tm*/Seepap PWDrain Field S15.00 each Waler Heater S 3.75 each Gas Piping Sysum (1-4 oudets, flat fee) S 7.50 'Gai P$QSyst= (over 4 outkts-each) S 1..50 each installation, Alteration or Repair of Water Piping andGrWater S 7.50 each TmatingEquipmew Repair/Alteration - Drain or Vent S 7.50 each Each Vn--- BrtakedBackfiaw Protoctim Each One (1-5) S 3.75 each — Each One (Over S) S 215 each — Reinjection Fee S20.00 each TOW ECnCN D37S)U9l=pKfi=zNBld9 ?a-=k ApO ti& 20aD3.d= p1 CITY OF LA PORTE M JOURNAL ENTRY FORM AJITF# ACCOUNTING YEAR ACCOUNTING PERIOD — a� �Q-L- 5 EXPLANATION • CONTROL TOTAL$ Finance Use One/ Finance Use Only DATE anannns 10 V%j DOC# Finance Use Only Ledger Number I 110-7077-531-9050 Proj # I DebiVOut I 3226.001 Credit/In Description Buildinq Permit 001-0000-4060-200 010-7077-531-9050 1613,00 3266.00 Plan Check 001-0000-4062-200 1 1 1613.00 010-7077-531-9050 309.301 1 Electrical Permit 001-0000-4060-500 1 1 1309.30 Made By .`G lam(`-�r •� REVISE08/84/98 -� Jt)Iy ] 3 2D05 IVIALI 5i4a.Jul aIoo.wV - Approved By - �w P. 01 TRANSACTION REPORT JUL-07-2005 THU 07:22 AM DATE START RECEIVER TX TIME M PAGES TYPE NOTE M# DP JUL-07 07:21 AM 814809840319 47"(1) 2 SEND OK 352 x � TOTAL 47S PAGES: 2 #YYXXYXXXXXffi��KY�XY�XXYYX�XXXXX�X�Y���XX�XXY�XX��KX�%X�XXX��YXXXyXX��XXXXXY���YXXX�YYYt��XXX�YXX�C�X�YY ctv 7/7/ate INSPECTION SERVICES DIVISION 604 WEST FAIRMONT PARKWAY, LA PORTE, TX 77571 YBONE: (281) 470-5073 FAX (281) 470-5005 FAX COVERSHEET COMPANY: Q v`rc k T I o i t- k.. C N. l MA 0 INSPECTION SERVICES DIVISION 604 WEST FAIRMONT PARKWAY, LA PORTE, TX 77571 PHONE: (281) 470-5073 FAX (281) 470-5005 I9:W4 9181`113-MMI "A COMPANY: FAX: g b ��U - b- j 1 PAGES (W/COVER): �— DATE: --I —b Cj TIME: If you do not receive all the pages, please contact us as soon as possible at 281-470-5073 SACPSha \JNSPEMON DIVISIONUmpecdowTAX COVER SHEET REVS-0S.dm i ' IHH a DmoDgCe6E _ fb, Or Tts2DA_> • 0 Weex. z 3 . . _. . . .._.. . -- E9ulprnenl&Force — CST -- — -- -- !._ .}�111111 __ � , 1 Skilled i3 Intormedlate #t. . - Unskilled ,v .4 a•.... --- ,. •. PEA �•, Supervisory - FI'. . -•Operations M Operatlone M Slaned Stopped +r+4Lh'- - M•hfi� 'iY .____— .: Weather - .rLp-u�:'fl .O n ecroes Q� in O� APO_ 3 ',.-z- ,t/ c TM& a 7 0 0 a 0 0 W&ek- Z,5 Equipment & Force Skillecl Intermediate Unskilled Supervisory Op —S-.I.d m Oferstion, m Weather Remarks rge Data 771v16- 9 S' Aliq r I v ii SWIled Intermediate Unskilled Supervlsory P;11,ons Stanetl &0p tt 700 Weather Ra ma IS 414- /fO DDIGLL- - -, P-cmrl C ICA rfwJ. 4224—COL�-e 114 r- I Hw E Vim dfz&r/# 102 ,L-, A71 J4 IAISPr�7--W -J 5.r;+2rcv 97- 3:30Pw!_-U-42rlL 4--34PW *14D rR--7 13&N At IC DON A2 -z- —e, 7— ik file, rat CEl 41 Ott /Z 1 J oalao�r�see_ -3,-os_-_TuesoA_y-In . - -- -.-i l JCL u 9 v2 F 2t°- I°- — " D.o. . . ----, P 3 klEie- Z _�NAL_2 et?b�r_-S ,/�..ND fo F,v r,.z� Equipment&Force �.; -•a. �I� lRT . � I�Sffl ec . o , p-e Go/lq$CTED ...._. . _... dip Th y Jo c G.._.ctj - ,n/ 5 r,q e, INS, f�2n.. - ' t ' - h - — — - /N_USS' h x t I Skilletl -� ' S.kP ini tntennetllate ' �,r Unskilled t SupeMsory „trf -.la' '. 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It'x' ��yy,:.. -.: .. p o� �N J 16 I k16� /8 Equipment 6 Forca F—✓�.1i1.9.cER -0FF-ic I -7ou.E4gr.8E3o . ._ _� .F_r•.Laaoo_c-6ox.F�c --I-- Swuea--- Inlermetllala -- UnskilleA----__._.._.._. Supervisory / L / ill 1 Weather —,:z 1 C 1 �I�y Remarks on — oateN�,,E�� io_ IA-. 1 ,plc/, mPeN E7� / 1- o9 _o S -- -- - 1�. Tfs,t27-Fo¢T Sro 2d'fTl1 _i! 8 - I �P�/...S2,rF_r._�'ay.�ulr gyp_✓c�, t�i?•oM._/_3-�z� Z'o_5-.¢z To S--r--i4 �t1�9 _. 4� - t llo. G___4°_v�rC�FLrjE-. /�SEK f�,t-L�y1��d CpM/�Cf _, .'�. 5T-.�2ri/�1Lr-Ng--oe ELerrnJue eoeP_✓ 15 t TE .% D.._— 1g `rtTC - 7b r�L 3Fr M 2"ScL,¢c Doc-- I191Fr—Lrio-S.1 IM iP � Tro C m 144 ; e o F 0 la- F 0 F 'ss • l,. I I J Force Equipment 6 %ti y C2�2NERaTo2 _� ---- --- — N_SrAG� 9—LLT Tdxiwwy� LIGrI.77:5-- rs> _%2ErIC�Je.2 ,1 /Nsr44, 4- Za"G_l SE �N2ESNot�a /J!I/LD/ALG ,�. I JoS_T/ZA/t=�K-c - $r_-i4r+<t=./�CACEH1�nJr or �XR' n GROUND.. iGOQS �O rL %�UwJ At�,iiZJ N --- L �Qptir_,e -- -- _ IntormoCialo j'; rd�-L8G/Qy✓In/A+yU4ArS-Z_/rEi2C../2 -S.! VnskMoG- AL L.861 r fati<r r•r<+y LrcSarS -`%) r>a�t,�L r $S� supo',l ly-f�+ _ - .. o ons aiGO6 2E51t.(�GD L/G K1's - — M oTy [_ — L -- 4 ,.q_. on--' Operatls Stanotl _.._ �— - r �> weahar LEA2 o �DP-_ 1f —7_9 --- C - OL /o. o r,�r S i ts,ter:. .--- Ra marks on I C — _____._ . __ — iPv Char9os �/��. J. Z.({ �r - eygrmture �z---- —Time _ — Message Page 1 of 1 Huber, Mark From: Huber, Mark Sent: Thursday, November 10, 2005 11:41 AM To: Gillett, Steve Cc: Huber, Mark Subject: 10821 Spencer Hwy. ( Airport Project) Steve, please have someone that you designate , contact the electric company to set up an account with them. We are trying to get the electric turned on out therefor Gerald Hamilton at the electric vault airport project. Mr. Hamilton informed us that Center point told him the city has not set up an account at 10821 Spencer Hwy. The Inspection Dept. has already released the electric at this location . Tommy inspected the work on 114"5. If you have any questions, let me know. 11/10/2005 3>�XL+:'Id^14?3.T'iif'i,Zl��.Lj:'.h!^'.IYtr•' �P nhYt"it SR. R: ., :w., ........awn..,-_,:>:, . _.. .. i'r r AiT °a1 i�,TZibL$9rfi�D_9.y 9 F F F L.d'.o-iac U•CT c�r�7 Sy�TB�`'r Y� S ;�/ GT__�_rLiOc_ FL�'�BdL+_ram ' Equlprnsnl6 Forty ---. Pw�e GeNanar.a 4 Al ov i a �' /%aE—Feewr LoAnGi y, ,� � •, REC'EIbED���t � � — ----- — --- _ .- :.�� � l2/,L/_o_Fs _? "Sc�_A_o_P� <�Aa_cr //2 �r A/n • 6 �✓ 1!�� 8G_2_6_L'cfir(tn,_Tif2r' vyc �kzra II��ZbN Prccu .LLar]5 _/hla-7.4X(. 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N.�-�-- /M (' (% f 41ea-V— /6 Equipment & Fame f onto && It Ov Skilled Unak I tied SupomLacwy 091=11ono 0 a It al.-rAldons p Lq IN .4LL Timc-C.h.argo.- 44 Y- - ------------- Ir 4,qo.. -a4gLLq_ti AL4-c 6— rL* rw& A/04 41-q Ae cr-z %j E9u4WAn1 A Forgo Lf /34*-A-,#OH -1 1 -7 oe-OV4rog�- auiuod 1niarrnGdLut, q144!p,-. auw*�& 144 (57 TozAc I tj 0 1/ 1 r� rl-'W'A -W --/ ft'-= M µ7�ta� ,yt l h$T t fit" j'f '� "' u yf' r ^ t �,$i ���i �iT,A •� �.tfyi:li"?`6^ IIf 16 -A-PiFN /9-oEi7� �eiv.2ctcr Th-E EOulP oniA Fmoo G�,4►' - �...,..—_O.u2.A.atO _��IJ.iJ'!%.__-o_NCX. _/��C Taw /cc sk; _�_.. — _ ALrU . 7 . F'ou2(4�J�oor G'o eONG2O 7-4- ILunge _w�&.agg--� - — — ----- Z-,Pt7,e.- 6klllad .---. InlDrmodtoln UnolJllotl Supaivisory aq�y _TA_P_E i4cvQ _—_-- ems__ CoP_oo2-�------�- Oparatlono Warted WW -- - -_._ Remarks an 71mo Chorpoe Jjq �l /OtS ..0���p Skilled Inlermodialu supomlsory m 0 1pntl.n. �p Flurna,ka on L _,g�/O_ —Torow, qC-C74 Fj g Eq ulpmenj a p,,o I 7-C, A--- //Z e_AV# 4P z _cic u SklHad fillelmokjklll opelatlo ., M S FOO=d `(�f �I We - alh.,Ct�AcLo sz- Flco,kn on Time Cha - U, - , -Dqy lige op-Mo p I rH d7) Z,4 c INS0015 -oJ 0,-V —4 1-479 /3 12�e —AID 7/4 .jvc-W 2-"SCJ, 4,D A.,4 Nod S"Ilcr- irD.7 otu, 74 EWgknonl8 Fwa, Skilled IntormocKnie Unakiflod S"'W"lgary �rnllOne Oporati A m SI-PPd. M _Z fZ k yp Remarks llim- on Time Charges Z 7 4-,4 J7'. 74kA Av...,iy AGGr 7 S vt 5 4 tj, J-4 (�7^4cz -;-,6 c r-(J At CA Fb —r Ojspg'crzvz- 4por4oLlc'D _J<-131A/G 14-ti0 IT eIC- S6 CVAf %;IrC. -7 .--7,viwY, i!vv,94(,r 4a —7.'Ve-4L W.0 El� / 4. equiPment a Fowe -'W 0 -, 7Ze.4& 04-41'd SkW" ;_I UnaWibtl S, Out P�mee., --- ------- ig 44 C-Icvvf 46. ---- 7';t Af 5 n5I4 r-!9 CAzoN.O-uv -=Omc—g', SCA—.00 p zt'7- iC, s:-c- RECEIVED OCT 2 5 2005 Ectupment a Fame ALP I A61 5 nro-Au— ,.Jot—d at tAorree, 0 "A TX Intermediate —4Y4rr41-0(J -4C Skilled IUnskilled suponje,'y -- of rg Weather 3 Remarks TI_Znan Charges 9o3-biz- �z�v 2 (CIO' 2 ,4 — o ,2S-6S k►tele /S Epulpment & Fame f� 0 W J � 7C� Skllletl Unsklllatl suparvleaq. -------- -- --- —. OpanaUons —----- Stened !] M Operatlona t' Stoppatl L/i M Weather Q �7 Remarks w .� < <+—/ oat1�'T 9rx.�� � �usuzei . ._�.C.CAhI (/SE ...TaXtfV,w� �' 2un.1✓�j'. �0i4L �iAly-O!f 772C1Nf/1_ ¢Z/Fr_IT� 7 I W�lc- Ir, EqulPnot & For N Skillod troommmate an 11 11 � 1 0 1 01 0 1 o Ul D.t4fq?r4&5R sy, 57 dj. r c GAA D— rmz— Equot a pome 911 SkJllod jntermq"Iu Do -de veJDt9 7-1co-J-4-0-0- 1VC—k4L64f,*PI-MC-C-- _--jQw- ga re --- 4j&-ve- /.5^ Equipment & Fa ACOU4" &a dor- 44 42C e"P. L, AJ W—, 411 w e t, W 41 Z3 V d k 6 t Q A M% SkUled 6*r ImprmedMte -. rl Ur"Gd supomwory won". e�zzqoz- Lo 6 r y-,C og s 41cex. /S Equipment & Force Laud er,61mm Skilled .ICJ Intermetliate i � I 3s N H F Yp- F 90 � I M L m Dated '?roeor- Z/ .— rL -A^!D T/w c L/G A�TS1 rEiC<!A✓ePrELaC2/� UG�oUcT_(/.VD6/t t � -xy," a_y ' C —Qu5c2 L19cc S�z —.. 91 -- G...f;�eAv,orE I-$�T �oi+vlf Gp67D�'A.v -_ .,D�c.✓ 93_Gr �O./✓D_cI_I T ]R,F�/C:�_ PLq� yS_Fr- A/o, 6 _. ��pVAdr. -lt P_o XI 41 -q 4D ,6,44 Films T2E1L%a_ oi_w�s Cam✓ A-n _. _ i.. c _ -=Tr_�9L_C'DNrxr, s 7F.�c�_9.9 - JorAet- 2"ScA ifo_P✓c- - 93Fr -- �.Sb_r.A� n/_n, c .C�or.ti/re2Po�sE=ffFr_ �rE7tiUat-�� t W,Fd?K-- 13 Equipment & Fo M a Pa Skillod IntarnmdIato Oigw P=ns m 4, "AV t2,55 4:7' 4, Cs ru YL e3. A,jo .... .... .... - Cptv-Da, r 7-&L�W 2-"sc-,v4o Pvc. /,44; 4.j g, .4 .94 ge sigmium CJo3-31:)--62-(-o WEOL /3 Equipment 6 Forq Skilled _..--.---- Intermediate UneMilled Supordeory O alone s%ertod Weather D.0/ _. 0 3 J V. 0 i .Z A M Sip r M _——•—.�c._t_/`/G_O=J.�CU C_A.GiL4�_F_12v1.� �1SeL�44CD T%#KE.G.µN�_�be� �e._.C6 Ta 4LL_ON$c�L�l T'i�isr f.�„� 4_Cov.c✓t�TE C'oGe..+�.� S'� _ —T/�✓ ^� „ Fes-- - OP .L./GNT . Pjx r_.y2_E__B.os_ _--�:va.. 5�c,� Fo�z?�rr.B,✓s...mrl_7,a_w_------- ---Lg4.N_.D ME'TRL GovG�llc . aN___✓u.ted'-iarJ .__ . . _. _. .—CJ/L/C D GO,¢,,v1.3 . A�N.A . L�✓.T._fi�d_T_/E �-._. - —!l eB.re, Fug F'urua.E 5/Fi.J_�or✓ND.4.r_io�JS� -. LAy ow- L/s.Mr � Sig /v Lxsr_n_a_✓ •oT ___ - _ 07AL. OAS /MoD41Lf.-,T1&) —.�O-_ --- �r� gt�aiaz� n 91 91 121 91 91 9 Aicat /.3 .1 Equipment A Forte RAW—= 6?49Z�L6�4,9 Rml rl it Skilled I ):.I ' JT6 c,7z"'r -Lea- 2 ",4 ar: DAALM. -vF Ba Unskilled Supervisory -7 A U Remarks on Time Charges g gxg Equlpn,OM A Foro 4(- :—Cal --- IntemedstO UMkNled SupervtoorY m Weather P 2 3- r 0 STq�-T_�MM-L45-V,_0 P_41Z 67, rr raUans Slgmtum Equlp�nt & Fores SkWod Intemedlato urlamiled supovwawy 0 291MIZ10- w'-:90.4 m Wader MI. 4e. tv' k4irhl 12et-j,7,a X4 e— 7 0 .A_ g� Jd; VAJ RuV y "13 400AIS rO ry 11 - I It 14 V�w,'4jL A/ck 7o—mf.—&4- —VAc-r-C[.4wA1-4f 710 n —A-ZV _04 rlCAd FW dmj �r,-O-) �.4A Z,TdM P�ac, E 2 0IC - - - _�EN.I?T_Ed TD.CE m�F= F2o�-2u.✓kA1y /® 1;;�';-..;.4 - /N�%e_�t.Mar,o✓ -- Ti7f /1„ue.,a�r Cg�.,e B,oc� Do_��. o^, rµr'>��. a •_,�: -- 2u,v9y9 oN L2FT L+9TeP/ JG, C�i4�nE oFC�Rysi�r�- A�¢�caoFr Pc.o r lt,., o_mN_�._ P_,_a_se.�� �![t_6./as • _a , —e�.9seLE No_e,�/C_/_N_✓_�2_Ec� ei?C Dcpr �,ye�-5vo.�_!_•i_i_fC ri A tc.� a � .vT_�_ l�2 /�Lu�na_q_rieN Ai- �� ✓/EkJEd L6ci.r,aJ � 14in-G�,zA�•r-' - �-S_o_P� • , i .-T 9 9 9 9 9 9 Week /Z Equipmem & Foru _AOR 314 r-d)Aj PC UP-- u JOAL491LE4 4.4 7- 1-0 0 Art 44 Skliled Interrrodiale UnsWU� supoMsory — ----- ---- m .0mr:il:— -V. Romrks MMChargos Oat =61M �E 0 Q) ;4645r-- /3 Equipment & FOMM -X ----IQ Int,rMadlatO Ur"lled Supervisory ...... J.- m RG�Ms On �me ChargOs -.v,— I.-Pez— ualqo�ro&, t 7-o -5-&V4- 7aw A- '74, Na tor-1bAJ r '2 L cy-- 7-o-riql- Z" Ljol r - v, Slgnature/- 0 3: iS 9 9 1- EN Equlpm & Fo 7- SMIJ*d Inte"edlatu UnaMiled Oat 29 j. yS� _Z _A Alo IfIV(- A/v --r- A -136, t;k-- 16p- S- �/ W. -awl- ------------ $9 i k4on � / EquiPment & F,ce .9 Skilled lntsr edlolo . I it, 4 MP Afkt,-114-INI-Ckl- _44A.)o r7 Z& Ar -r -Ae Amc, vr .-VOLTAIL ".-SCW "Grit 7W=LlkW Won.r sig"Wre k(67&,r— /¢ EQuIPrftnt a Fox. Sknjw Lnt"Wat. on P- 2- ar e �Al Zo =r-- VAL, -cr- I-Of 0 tions PA fAJ Z4 40 a s Equl pmant & pom, Sklllpa Inlonnaawla I M O raaona Lorro_y.__L�_G6.. �5---- Dal TEFL LJ,v n C2 Twa 7-/o.u_B—L6+_ CcG'a" 4�Fr I cE Z3str 2^Sc� al 77 n!o `_�ay.MYRPoidE; �+cE <„09EDD/N67- _S.9N_n �..1l�F1.Lt yi�JG—TilPE_--- lZe9 41�/rL-&M--TV C.oCsa _ .�.ONn_F2 c7aokND _H_C6� _�ZESSbp2� G,9b_, . RND _/y/L�T 4.4-rq,Di4R/LE2C _�A2+� _iyceAL `'EL�cr2c, • C�Ge,au_cY�w Js,/3nr/w._"�8_'; .....TOT.N.L_. SB'T _ONC,.C) LYL.%-U�I.>=T_/ei_✓—Ci?.+.� _ _..T'o_r_�c U•G ES45r/n/�OrKr_-eL.�v�_v� ¢1�_-- ' _.%UN_G73ow. C�alJ-z-irEM4 S/�_ l('eM - Clio ,r(i T¢rf+L_2"Sc%-4.o--m.Dwr--47ErJ/L�w_-LJIo-S %td.'_aC_Z_^�� /�ct/.d T)t�J(�,_233Cf=�7a✓!-1��0�7_ 7orwL.iJo G C�a.�re� P_df�? � ET - � rENi_lo� .ss_ 2R - --- THE /�OflL EqAnt & Fowl t %mg Skifled �11 UnskWod supe"Isory m m Do%�L —7-j -S'Dooy -A!,gr— 1-,IEZN a If ..kr �j rem A--p i Ai rxexrA a 12 WD-Jk6Kaj!�! �CAj- 7 mv, 0 - —XA Signatum 7 gi F21 �l gi wG,6-Ac-- /4 Equipment & FOMS skill" InlermoElalo 8=110- 1-3 M Openal Weattle, tr kr -20-ZF-i --C 3, e ld4W,' 14- EqLdpm nt & Fp -.1-04-r !Ld!led InformOdlat, Lh3ald"Qd --------- - - - - Dal 'lot dFK (!4Vl re.--Aqb—S6, --- --------- ----- e-Z- 8 7t.- -EXCA-.. 67.2.j Z_ PT*L 0 m -4L 7-MOMMMMM 1 . ,.M4 utir,' i 3� N j WEEK / Z Equlpm.M & Fome I����,SEPrET�,BE•z��aa.r 5�a.rru�..zey___. No --- Skilled ntsrm.tllat. OCT 5.... 2005 -- - ---- Uruklllotl 8upemisory 6 rtetl M Op.ro4on. IWO Rermarks on Tlm. ChargesDAY -- Signature a -9 -'--- Gi r RECEIVED OCT 5 2005 RECEIVED OCT 5 2005 � J g g g g g g m WE Er— / Z %t EQuiprnent a Force fowEYLC�-EA!EQ.9.f_o2— 4 ------ _FT Lo�aaoz.- Bin. . at i ors --------. _. 6klllad Intermsdlele _—BupeMory OBporall°n1eO_ MM Weather RBT°HOn Time Gtwrpae `8 AAy 77. DG O ° ScPrem sa4 a � /w. � � ` �gr --_--. ----� .� --'_--------__-_�-_�'-----___-_ ---- �� -- -- _-' / _-_-----�- � - �-_-- �-� ----_---``--- ---_--_................ -_'- � �� -_----_--' ' ----' -- --- '| --'-----''- -' -�~---� � OCT G ____ _� ----- --- - vu^+----__ ------_-------^ _^__-^� '' ' �_------_�_ - --� --'---_- ---___- m � -----�-------''--'--' ---� 1----�-' --'� - �'- -'- ---'---'------- -----'---------------- - ..... -.....__-_______�_�| (0 Equipment & Force L ,Yq r .. ..... ........ Skilled . ......... Intermediate Unal-Jiled --- ----- --- Supem1wry 01 9 MOO 0 S _ -- -Weather Remarks on FSignet— % I I\EcElvxp.�, OCT 5 -U05 Equipment &.Force SklHad Intermediate U..Wild Supemlsory DECEIVED OCT 5 2005 7- Gt= _C ,j DOC Fr- c4 1A/5�5444- S 4'P41_rqAf64 —To I. 0 _Z . ......... Weather Remarks on Time Sipnpture ;MP"allp AM- MM, alml I.::--EIVED i�CT 5 �2805 ozAL—�MoOUL.E I—/_TE/r�^ �•/2S- r7 rn rn/_ I Mn U U LE RECEIVED wEep-- 12, Equlpn.nt & Fo SkUIW 3 lnlen odwo U."Illed Supervigory OCT 5 2005 A/or.4r) - d.A Ic 1 An, M m —1hor J . . . . . . . . . . . ..... Sig RECEIVED rt - - a ttJ WE6r--. / z EOulpr nt 6 po SWIM IntG"Idiala g�i 3 1 a K , -.3n d M ►1 OCT 5 2005 oale�T�.K4<s ae --Op�it! !_S_Fr C�iWD.u/r TZ.@C�,_Pla�sc��S .. '.' LC"C'T/L /G4C_ �A.LIL7_: G'L.E_q.✓ C. P .ate o _:gip b_-.2an./w.ry lZ_'---/�l Sr_n..elpiyooevnLeC Sipnalu,e RECEIVED 0 (a 50 sh F 0 0 I- J WEEK 11 � Equipment 6 Force , ,B1taE �,rovr_Lo�D�/L L _ - _,8_a_S yT�y-P�-gip.-- �r IN_6166_ - -- --2 --- - Skllletl ,. Inlemwtllste �_— Unekillatl SuperNs_ory _ smp'nr'aad ---- 6:� 4----St'ardns%ol MRen�rks on — Weather 'JE)iF4R—LG^�/p Time Char s OCT 5 2005 a.%9,SASItR�11Y------ �lrr�rov_C �lTMp. � �—�o�Sras_F_to.cd-3 �coel -- POu-- �, �C,4_v_ArE C_S �T Em2..�n_5—L..$670-'•n.15 ,PAL 6 -- .-- //./sacL OPEN__35Z._�SET �C�en_�_b4.i_� P_4+c PSG__.=3'S_f .c�..✓[E2-POLs.E �_lelN?_N_i.n� 6�P_�d�Au�-- - . r oc T//26E MonuGE_5 6N=L—L r 6g L I� r 7. M!2CI 4 W"tum _ Cp/JDuli 7¢y�KN ^JJLFT - nsm (.�Vr� w✓- --z;:e -/ SS ^I4/zS'176 RECEIVED I 0 .quipment 8 Force fE . =���Xe ------- doe- APA L3 4'.01.2 E7 3killod ntornnedlato Jnakll-l-ad 3upervisory t =a- 0 Sq,Alane Weather ._iCL LZ_ _4� 7 7 Remarks on 'nme Charges 6 7��-t,o-m- - OCT 5 2005 J�o—ILAqio o"L e--C— Spa ——o— rwanjeot &A 77:L.,,." a S- .7, 3LFr.ALoj -4ep sue _f7Sk/ey- Yar- _Lzil-02- - - S Wirer 140 Doe c- 'Jignawro WE-Ll--7vl--u f 0 Wce it: 11 Equipment & Force -b-oAt A--4-,4 —T, OCT 5 2005 M. 6er �1669�lq Sir 2.3 9 9 g. 5-c.4 -ite -D:SPJ=-�g A&P-Q- (:%4 Ajo Sklllotl Su r ry ....... .. 0 S=r� -0sr Time ChurgOS RECEIVED EqLp -A-6), J49 SkiInt Su 0 i c ip-dc--2 LSc 6!�-4t �2-1-19 1?4 CC— Opurallons SO=— e jCr'- / 76" weather 75 Fte,-narks on nn,o Charge. 1)A--- ---------- ---- ---- alwml-ro OCT 5 2005 0 U) pment & Force iF�K&NJr— "-ADfA. CON. Aue 40 owE,e C— to . d - ormetllsla .4 P.O."Isory RECEIVED OCT 5 2005 wae;c I Equipment & I Jae rle,4L Y(1-7-01J) / 7bv-rzl 60Y 77Z 19'T,41 )5i:lmomr'�r Skilled 1.1ormod. Unskillo, .9 -4— )c vcllr_ -- ----- 41 1per;llona 1. Oq n. Stan Won AhqCL Remarks on Time Charge. DAY, s — I . Cf. 12_ ft Af IN Sul qM5 7v,�yy 2ttzS—��Jr -z� qj-� 10'' I �N wFcx it 4 Equipment & Force OA- - B. ✓o6TLt_n���2-mFFi�E 1 rcav r-C Ar QED... %�K. Ti2Anrz 1 Fr• LwaoeK - /fin * 114 Usk Skillod Intormodlnto Unekl-Hoe SupoMsory Operations M Oporallon8 M Slartod Stopped Woothor Rcmarke on .l Time Charges 49— RECEIVED OCT 5 2005 DaJ��Pr�.�Be_z 2z�zA,s__T_s+�,zs oA y /yo_%/oLL� P2E_Ff1eME� BEG4uS.._ - o J SN 12 y� yN WEEK /) Equipmem a Fo,p J-oF--_I �'/.T_Liv Pico uP � Ton/,GLAT BED L �i.l�A�.' 30K /SlAO Skilled - -- -- - Imorrt�odlato Unskilled Supoms ry RECEIVED OCT 5 2005 ! �TEMB_E1Z l3,?ocs�z � Ay_- aI 17. paralbna " '-- Stanad-"--' M Oporationa WOaMer Remarks on Tme Charges ,A 7 Equipm,, & Fome re ey X- A T, l - Stu ration, teo-�x m SIons O= -�Pped al?�rks on itch Zc, RECEIVEv SEP 19 2005 -o. �tJP54EN$6-2-2-10,2 6_ �1210S!rlAlr� Al— a �, r, r- 5'roo-44- •• r Gli Equipment & Force 3lellee Intermediate �- �taneg .-. ij WaGthef �' RemarW on —. !'�1� Time c%rgr o 0 u "Millon, 000ea %'— _ O M RECEIVED °s ��,_zoor SVV.DAy SEP 19 Zp o 000F f IM ►a Olgnatura E LJ6/fr-U.G..T>UcT_G'2oSsinl�. W44, S-L d' _ f�Frs esiru� Gi rs- - -A[.L p RECEIVED -- --- — --- SEP 1 9--2005 Y ✓_c_/30Ff - /-rem L //a_ c l OrgL__NuGµuC_�GoxE_�f�/�r- �o�--S•r 2rAL__L 8G/_6 fHR.ESNeLa �-/_qAF-S - 1. /2$�S: Z, 6rwc _ L.._$GL.SE Tk2Ei Gxp C—�4 fir_ y - l2C- S3 ,r4( DIAL Z MO.OM1.6 �pL -3 . Mouy4E_55A—¢ — L/7,r, S. 7 orAc �-8L'/ 2vNway LIGN_>�l � /K- S• / Or9L LSb/T TAz�vJ,a.S.Q- ti- g-� RECEIV-Lj SEP 19 2005 12 ow's 4UZ4 Equipment a Forge — - ------------ nj -tc All -4 r L701 4 167- AF-7-R4 J Skillec, Interm,,,i,t, ............. .. . ------- so I pomIlt>m, a"*d 0 M...... Z) likPitsture . ...; *- IN 4s 6- Sklllad IntormocMajo t-d -- 8 "Isory OPorolions --m s OI`*opr;t'd- ---- - ---- 4(; ROmarks W Tone s-- RECEIVED SEP 19 2005 -7 13—Z-Lc,_kLr 9411 D fM- dgrit .4-?C-AYr A.9 -449VArIAA-4 ----- --- -- - _5 b Y W166-4 jo Ectulpmard & Fo SkJ]Iod Intemodate RECEIVED Data Ig S 4EP 19 2005 0 A/W Jt A)c -f,, aJ CAA) 4- '11 --- ---- --- 0 lions Stiarts 0 W-0- Weelher Renutrks Charges 421.r4 &4A421- 0j, A A 7 "M EQVIPMe t & Force 1 SkMod Unakllbtl Supamlsory q- 77/w. 1A 1. 4"Jwl�o RECEIVEU - SEP 19 2005 -AE - 7o - /- —1of- .5- rell —i-flo- - - CA la,4a L ycr- rk Fm z- r I� o op i •i aN I� }.JEE/L /0• ..III Equlpmenl &'Force 1 Ja6 r�ic�t- oFFi� I _ _ T N F1.4 r 660 x - Box raae,+e— -g I ��cr10ElL-F.bx �90E. 1 _ -K-/AI Usk _-...__..-_... Skillo0 Inlormaolslo 2 Unskilled __. SupoMsory opernoom // M Ope tlons M — Weelher pC�u� lemerkson .7�. - Time Chargoe_ (/w Y— OF/� -_-_ — RECEIVE SEP 19 2005 oe�jEPf�?�7BE12- /G, Zaor _F2i DAY re- SET u6E2.. 36` _..X_/aS 2c[N0A.7—/o,J =L E/L.D_Ef�So.J, -LaT T/o,1._�2K.1.n15p�T/oF/ -- _�pp QJ Q uE_2 ENGi-_NF_E2+NG—O.n�-- 1.o.C,.a r-•oN_ fro�_�Nc�ta_T+� T_esT�c,. a t J � I 3 m o! [F F F H F lo F N W 39 (, 6 Force KnEquipinera z — _QrE� �Q_o��aT Skilled Intermediate Unskilled SupaMwry Operatlons M Operations M Stenad Stepped Weather rkcarga DAy ��OF /J06 Time on -nmeRemark RECEIVEG SEP 19 2005 Data SiTua�Ay No RECEIVED SEP 19 2005 9 Equipment & Fo" i -Mr-1 BCD. 40,4Z) ZX— 4X /Z"k—AfIt- RECEIVED oe qEvr S_, 20O-r .��3 Aty05 RECEIVE'- SEP 1 9 ZOOS 0a. Data�EPT 6,?op,� Tugs e7� Na q q r- � F 1' �ae.ns_L G (�EEIL 9 I `� .�.iI�LJO %ZE_BA2 �o���v,TMr4L SiG,✓ __ Equipment S Force 1 S-G T .J - J. /lOd� F !7 - I-Ri�—fir_.____ - G' - - _ .BpX_T7L�c,� _ � � - '�--[(6..EE✓E---T Z—G4LAr.4..�c � S/Gw11_ .B�4SES....�._IQ. FT.Lo�o.E2 -Ao r --�TK is----- - Skilled Intarnredlate - Operations Slanoe M Operatlona.._-_....__— —f'- M Weather fl _ RR----o Rom.73-_rLs-y Time C eon Time Chergea - n y ---------L� /¢ APO _ '�ALN/L.PEI2ioO.OF �/�f��LJ�---- ni t RECEIVEL ��/ D_Ui f'HiGfSf_:tLO�GG.�taCL+.T�o..i —AT-/_✓o2r_N E.vp �![N{s/_A_r_---�� � 6t��__ �44oC-E'S _Foz L�6_7Q i RECEIVED Hill I J 9 F 0 0 0 zqulPment & Fome 91 12 Skilled Intermwiale Unskilled —j— Supemsory m 047 m West SjrE-rP 19 2005 LIGHT 22- F-2:�1/01L/— -S-6C AV E E 0 Ito 14 E� 9 Equlpment & Force De 2-. I& �-. e-r 04 At L oa-az4v aG Skilled Inte.edlate, Unskilled Supervisory algriature -C CFP-L'4995- e � -Ad I" Sfak 9316 Rcid 12ke Dr. • Howton,TX 77064-7750 �P�r�estr�ess (713)8960994 • Fas(713)8960762 • w lonestarpmstress.com Lonestar Prestress Mfg.,Inc. C 11� o L, A P gd&f PROJECT: LA PORTE MUNICIPAL AIRPORT ELECTRICAL (VAULT) BUILDING LA PORTE, TEXAS. 12'X 20'X 8'-8" EASI-SET PRECAST CONCRETE BUILDING 1. EASI-SET BUILDING DRAWINGS 2. BUILDING SPECIFICATIONS 3. UL 752 TEST METHOD LEVEL 4 4. CALCULATIONS 5. DOOR SUBMITTAL 6. EXTERIOR STAIN SPECIFICATIONS 7. EASI-SET COLOR BROCHURE - A.--ig I .r Reviewed — Revise and Resubmit Reviewed Furnish as Corrected Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication Processes and techniques of construction; coordinating its work with that of all other trades; and performing its work in a safe and satisfactory manner. TH1EnC.T.T. EIR'ANNNNON CORPO TION By: �r Date: The C.T. Brannon Corporation 1321 South Broadway Tyler, TX 75701 903/597-2122 903/597.3346 FAX INDEX OF DRAWINGS ARCHITECTURAL SHEET DRAWING 00 COVERSHEET 1 ELEVATIONS PRODUCTION SHEET DRAWING 2 PANEL A 3 PANEL B 4 PANEL C 5 PANEL D 6 ROOF 7 FLOOR 8 DETAILS 9 BLDG LIFTING ELEVATIONS SENT: 1 JULY 05 RECEIVED: N/A APPROVED FOR SUBMITTAL ENGINEERING: N/A SALES: N/A APPROVED FOR PRODUCTION ENGINEERING: N/A SALES: N/A CUSTOMER: RURAL ELECTRIC LAPORTE MUNICIPAL A/P PO NUMBER: 21288LP JOB NUMBER: #6414 BUILDING WEIGHT: APPROX. 51,000 LBS BUILDING STRUCTURAL ITEMS PANEL THICKNESS -WALLS: 4' FLOOR: 5' ROOF- 4.5* CLIPS, BOLTS AND WASHERS: STAINLESS STEEL GALVANIZE Z DIRECTION OF ROOF SLOPE: LONG SIDES MONO /GABLED Ye$ QTY OF LOUVER(S): WA SIZE: N/A CITY OF VENT(S): N/A SIZE: N/A Yes CITY OF FAN(S): WA SIZE: N/A DOOR(S) CITY OF SINGLE: 4'-0'x7'-0' GALVANIZED & INSULATED STEEL CITY OF DOUBLE: N/A TYPE & COLOR OF PAINT: EPO / ENAMEL mripiwill aRlyll WINDOW SIZE: N/A BULLET PROOF RATING: N/A LOUVER SIZE: _ N/A DOOR HARDWARE PANIC HARDWARE: YES NO ADA HARDWARE: YES /w Y951 DEADBOLT YES NO BRAND: STANDARD HANDLE STYLE: LEVER HANDLE BRAND: STANDARD LOCKING HANDLE: YES KEYED ALIKE: YES NO CLOSER w/ HOLDOPEN: YES NO HOLDOPEN ONLY: YES NO S.S. NRP HINGES YES NO WEATHER STRIP YES NO DOOR SWEEP YES / NO SURFACE BOLTS: YES NO DOOR STOP: YES NO ASTRAGAL: YES 4E9 THRESHOLD:YES NO FLAT GASKET DRIP CAP YES / NO INTERIOR ITEMS I GRAY CONCRETE FINISH ONLY YES / NO ffy / TYPE STUD: N/A SIZE: N/A PLYWOOD RATING: N/A SIZE: N/A SHEET ROCK RATING: N/A SIZE: N/A FLOOR COVERING: N/A COLOR: N/A 4W WALL COVERING: N/A COLOR: N/A AfiN CEILING COVERING: N/A COLOR: N/A jK4( BASE BOARD: N/A COLOR: N/A INSULATION TYPE: N/A R VALUE: N/A HVAC BLOCKOUTS ONLY: N/A HVAC MODEL: N/A THERMOSTAT MODEL: N/A HVAC CAPACITY: N/A HVAC VOLTAGE: N/A MASTER CONTROLLER: N/A ELECTRICAL LIGHTING: OUTLETS: N/A N/A SWITCHES: N/A PANELLOAD: N/A CIRCUITS: N/A CONDUIT: N/A OTHER: N/A - INTERIOR NOTES SPECIFICATION USED 1. LOUVER & EXHAUST FAN SIZE AND TYPE STANDARD SPECIFICATION: @% TO BE DETERMINED. CUSTOMER SPECIFICATION: N/A SdO COLOR- 1001o70S oFF- wraise C/„rIS#4 DIMENSIONS EXTERIOR: 12'-0'k20'-0'x8'-9" INTERIOR: l l'-4'x 19'-4'x8'-0' DESIGN LOADS ROOF LIVE LOAD: 60 PSF FLOOR LIVE LOAD: 250 PSF WIND LOADING: 130 MPH, CAT.II, EXP.0 (ASCE 7-95) SEISMIC PERFORMANCE CATEGORY: E(Aa 0.40) MODULAS OF SUBGRADE REACTION: 100 PCI 12'X2O'X8' 6414 PROPRIETARY AND CONFIDENTIAL RIGHTS ARE INCLUDED IN THE INFORMATION DISCLOSED HEREIN. NEITHER THIS DOCUMENT NOR THE INFORMATION DISCLOSED HEREIN SHALL BE REPRODUCED OR TRANSFERRED TO OTHER DOCUMENTS OR BE USED OR DISCLOSED TO OTHERS FOR MANUFACTURING OR FOR ANY PURPOSE EXCEPT AS SPECIFICALLY AUTHORIZED IN WRITING BY LONESTAR PRESTRESS MFG.. INC. EXTERIOR ITEMS EXPOSED AGGREGATE FINISH: N/A SYMBOL LEGEND BROOM FINISH: N/A BLOCKOUT IN BRICK IMPRINT: YES ® CONCRETE RUBBED FINISH: N/A PANEL OTHER FINISH: N/A i 1 EQUIPMENT BY LSD 4c �--- _; OTHERS PAINT I STAIN COLOR: N/A (P ELECTRICAL OUTLET SEALER: SMOOTH REVEALS: N/A 0. GROUND FAULT CIRCUIT INTERRUPT MISCELLANEOUS ® FLUORESCENT LIGH FIXTURE Ve� EXTERIOR LIGHTING: -bg< (I'x4' 2 TUBE) WALL PENETRATIONS: YES $ SWITCH Yes FLOOR PENETRATIONS: r P4/P5 LIFTING 'ids SERVICE ENTRANCE: 21/A ANGLE FABRICATED STEEL BLOCKOUT: N/A p 4 TON LIFTING ALUMINUM BULKHEAD: N/A BURKE FLOOR POST TENSION CABLE: 80 FT. q 4 TON LIFTING I I BURKE w/HAIRPIN FLOOR CABLE GAUGE PRESSURE: 672 PPSI ROOF POST TENSION CABLE: 85 FT. 4 TON LIFTING BURKE w/HAIRPIN, ROOF CABLE GAUGE PRESSURE: 6702 PSI SIDE VIEW 2 TON LIFTING BURKE EXTERIOR NOTES 2 TON LIFTING B BURKE, SIDE VIEW 1. BLOCKOUTS FOR LOUVER &FAN. ® Y2" COIL INSERT, °� "jam Colo R. PNo7o TOP VIEW Fati E:'�iL�x.��a F/NSW -Ir Y2" COIL INSERT, SIDE VIEW ® Y2" DROP -IN INSERT 4ONESTAR PRESTRESS 9316 Reid Lake Houston, TX 77064 DISTRIBUTION LIST: BRAD 1 DAVID 1 PHILIP 1 CHILO 2 RUSSEL 1 JOE 1 RURAL ELECTRIC, INC. SHEET 00-COVERSHEET MFG. I N C PREPARED BY: PPD/JPP I DATE: PRODUCT: PRECAST CONCRETE BUILDING QTY: 1 TEL. (713) 896-0994, FAX (713) 896-0762 www.lonestarprestress.com ELECTRICAL VAULT �L T 20' -;6" 20'-10" I I QgRK FS2owa 41-0"x7'-0" S NGLE STEEL DOOR /b�owF Coin" DOOR OLOR: EPDXY PAINT LOUVER BLOCK -OUT (LOUVER FBO) LoM'_'4 SIZE AND LOCATION TO BE COORDINATED F WITH INTERNAL REINFORCEMENT u O � a o I a k m C SIMULATED BRINK IMPRINT or 9" THICK CONCRETE WALLS. ALL EXTERIOR WALL PANELS TYPICAL ))) 2.-4e C a F sea Ce�,o,L PNo>e I ? PANEL A EXTERIOR VIEW �i 'bw"a ro fi 1 /oc,a.r-r o o v P,"c( C (caK,.vf'_ %w^^'3 A%nn+ CUSTOMER: RURAL ELECTRIC, IN 7 NO cvrmnrnK wont wa nlalmm Di nE nsoewnm PAGE: 1 OF 5 FILE: LaPor I`R SKALL X'@ �"'�` 14 NtOOATM m u HOE M3T >� Ism at Tw DEEs ,T onu ONESTAR PRESTRESS MFG. SCALE* N.T.S. INC. at E um M uanmm M onus FM V~AcnAtM Q BY: LDR DATE: 30 JUN Zoos Xr= EXCE" AS sPEmaxLr wmm® M vRr nc it wA3`RM "L'ne 9316 Reld Lake Houston, TX 77064 PRODUCT: 12X20X8 ELECTRICAL V TEL. (713) 896-0994, FAX C713> 896-0762 PROJECT: LA PORTE MUNICIPAL 4 T �,um Im s PANEL B EXTERIOR VIEW CUSTOMER: RURAL ELECTRIC, INC. PAGE: 2 OF 5 FILE: LaPorte1220.d; O '� SCALE: N.T.S. JOB: 641 ONES TAR PRESTRESS MFG. INC. BY: LDR DATE: 30 JUN zoos OwAcnam 9316 Reld Lake Houston, TX 77064 PRODUCT: 12X20X8 ELECTRICAL VAULT TEL. (713) 896-0994, FAX (713) 896-0762 PROJECT: LA PORTE MUNICIPAL AIRPORT PR34MA IY Nm faim0lT: MMMM HOMM ZMLt mvoffs fA it U= Q [ rm wn Rmpm Dom" N L mmm Pffim" d= wa, m 120-6" VAJEiA OW1-3FLA1 o L Ca»cef1� ? SIMULATED BRINK IMPRINT ALL EXTERIOR WALL PANELS O i LOi PANEL C EXTERIOR VIEW c('_p x -1 `D' b0orZ pA,Grc. %jLOw,•� CUSTOMER: RURAL PAGE: 3 OF 5 wtt� SCALE: N.T.S. ONESTAR PRESTRESS MFG. INC. BY: LDR DATE: ir°t 9316 Reid Lake Houston, TX 77064 PRODUCT: 12X20X8 4TEL. (713) 896-0994, FAX (713) 896-0762 PROJECT: LA POR INC. aP��ort-ee —Lc )5 AL VAU PAL AI ;i. u -6" Da �� BR owa rLA-1 sR Ga9cesn ° 4" SMOOTH (TYPICAL) SIMULATED BRINK IMPRINT ALL EXTERIOR WALL PANELS BTATNE+E PANEL D EXTERIOR VIEW Ill C. co CUSTOMER: RURAL ELECTRIC, INC. PAGE: 4 OF 5 FILE: LaPorte1220.dw v�rwn wm rnsm Mrt arms ,vim M TW f M °fm""'M TM SCALE: N.T.S. ]JOB: 6414 `° "M°""" K RM=UCED OR T NWEMO M a ONESTAR PRESTRESS MFG. INC. BY: LDR DATE: 30 JUN 2005 msa�cn a«LL a[s�ucm ue mwnrwaa m onu FOR AWn [ItW E uscn of m.�n L �� rrn sRcnRmc Q PRODUCT: 12X20X8 ELECTRICAL VAULT DO wrc nm= �r m�D To HEU FoR a vrttrpc BY 9316 Reid Lake Houston, TX 77064 "�"RMUM= WT'0G TEL. (713) 896-0994, FAX (713) 896-0762 PROJECT: LA PORTE MUNICIPAL AIRPORT �i H W Q Q O w ca 90 a e w 20'-6" 20'-0" 19'-4" PANEL B PANEL A ROOF & FLOOR R9 #= ccwmm L YDiRS ARE —1D DI THE DFWMTIDI Nam """`" "E "` °`ED TO OTLI ONESTAR PRESTRESS MFG. INC. IEIEp S ED ME 3aASED T OI ERS FO 11W m QIIEA DD BE USED DD S 94ZSED m QIIQS W IwasUM4G G Ot ulaM ExcvT As ra�Wwur �I1no�sD a vlDrva By 9316 Reid Lake Houston, TX 77064 B °"EM WrL C TEL. (713) 896-0994, FAX (713) 896-0762 CUSTOMER: RURAL ELECTRIC, INC. PAGE: 5 OF 5 FILE: LaPorte1220 SCALE: N.T.S. JOB: 64141 PROJECT: z 00 7 H UW0W z F —O oa w oa(r 3w¢ 0,00 KOM 2 O rn Q 00 zz 00 = _J (0 m ELEVATION 20'-0" 1 2'-9" 1 6'-1" 1 4'4" 1 6'-1" 1 2'-9" 1 PLAN Qu,44 Z'wp me TN,S kl,�" CLosuaa OF RuAvw4; 1 Z - 30 whir a CAAwe is ?Aosep-rl 1PE SPREADER (2 TOTAL) ATCH BLOCK 'x12' WIRE ROPE )TAL) T-12 SWIVEL PLATES (8 TOTAL) DOD WALL =CTOR 8 TON SHACKLE ENSURE THE LONG LEG OF THE T-12 SWIVEL PLATE IS MOUNTED UPWARD. ;"HIGH TENSILE BOLT T-12 SWIVEL DLATE - ,,-ER PLATE SECTION A -A A1"x6"x10' RUBBER PAD BOLTED (2 TYP) UILDING WIDTH W6x20 13'-6" I ci-1 F7 I SLING SPREADER ANGLE METAL STRAP TO J HOLD THE 2 SLING SPREADERS ON THE CORNERS OF THE ROOF. SLING SPREADER zi ANGLE O,o F 12'x2O'X8' SUGGESTED BUILDING LIFTING BUILDING WEIGHT: 51,000 LBS ROOF SECTION B-B 4" 3/I1 3 5/8n 8 P 1 %2"0 THIN SLAB %211 THIN SLAB 4" SMOOTH COIL INSERT COIL INSERT �2R Y2 Y2"Q THIN SLAB • 4 TON O COIL INSERT A BURKE O r _____ WALL DETAIL B DETAIL G 4" DETAIL A Y2"O THIN SLAB COIL INSERT _\ ____ P5 ANGLE %2"Q THIN SLAB COIL INSERT DETAIL E ' in• 4 __ 5 1t4/� %2"Q1 THIN SLAB 35/8„ 3/811 • COIL INSERT 4" DETAIL H DETAIL D RURAL ELECTRIC,INC. SHEET:B OF 9 I FILE:STANDAROETAJLS.dwg uoWL wonrs NE "nE SCALE:N.T.S. JOB:6414 e0.osm 1EREw.IEmER ms onL1AEl+t ROR TIE KbW6T10rr • oeaosEa IIEIEM&l41 w REPROdX'FD m1iwiSF]aED IOOTER ESTAR PRESTRESS MFG. INC. DSN:BBA DRwN:JPP DATE:JUNE2005 Dr:1 BE' ottaWEoroonEln raR r4wsrtn+uq oRF7CEL3j 16 Real lake Houston,TX 77060 PRECAST CONCRETE FASISET BUILDING FOR•Rr PI f@09E ExoEPT AS SPEGIFXNLYM "WWIWaIn LorEsrrA n srREss wr .,rK. , (713)896-0994,FAX(713)896-0762 www.bnestarp m estmas. m ELECTRIC VAULT BUILDING SPECIFICATIONS mq m m m m m m opm m m m m m mqm SECTION 13120 PRECAST CONCRETE BUILDING PREFABRICATED PART I - GENERAL 1.01 SUMMARY Contractor to furnish precast concrete transportable building. Building to be delivered and placed on owners prepared crushed stone foundation in accordance with manufacturer's recommendations. Precast building to be EASI-SET brand Model 1220 as manufactured by Lonestar Prestress Mfg., Inc., Houston, Texas. Building to be provided by manufacturer with all necessary openings as specified by contractor in conformance with manufacturces structural requirements. 1.02 QUALITY ASSURANCE A. ACI-318-99, "Building Code Requirements for Reinforced Concrete". B. ASCE-7-95, "Building Code Requirements for Minimum Design Loads in Buildings and Other Structures". C. 1997 UBC D. Walls to be UL-752 Test Method Level 4 for bullet resistance, certified by an independent structural engineer. E. Concrete Reinforcing Institute, "Manual of Standard Practice F. Building fabricator must have a minimum of 5.years experience manufacturing precast concrete buildings. G. No alternate building designs to the pre-engineered EAST -SET building will be allowed unless pre - approved by the owner TEN (10) days prior to the bid date. 1.03 DESIGN REQUIREMENTS A. Dimensions: Exterior: 12' x 20' x 8'-9" Interior: 11'4" x 19'4" x 8'-0" 13120-1 1.03 DESIGN REQUIREMENTS (cool.) B. Design Loads: 1. Seismic load performance category 'C', Exposure Group III 2. Standard Live Roof Load-, 60 PSF 3. Standard Floor Load - 250 PSF 4. Standard Wind Loading - I30 MPH (ASCE 7-95) C. Roof: Roof panel shall have a peak in center of 12 foot direction and shall slope 1/2" to each side. The ��a•/ 04, roof shall extend a minimum of 3" beyond the wall panel on each side and have a turndown design which extends 1/2" below the top edge of the wall panels to prevent water migration into the building GA1040 along top of wall panels. Roof shall also have an integral architectural ribbed edge. D. Floor: There shall be a 1/2" turn down, the width of the wall panels, cast into the floor. The 1/2" turn down makes the interior floor surface 1/2" higher than the joint between the wall panel and floor slab preventing intrusion of water. E. Roof, floor and wall panels must each be produced as single component monolithic panels. No roof, floor, or vertical wall joints will be allowed, except at corners. Wall panels shall set on top of floor slab. 1.04 SUBMITTALS A. Building engineering calculations that are designed and sealed by a professional engineer shall be submitted for approval. . PART2-PRODUCTS A. Concrete: Steel -reinforced, 6000PS1 minimum 28-day compressive strength, B. Reinforcing Steel: ASTM A615, grade 60 unless otherwise indicated. C. Post -tensioning Strand: 4IK Polystrand CP50, .50, 270 KSI, 7-wire strand, greased plastic sheath, (ASTM A416), roof and floor to be each post -tensioned by a single, continuous tendon. Said tendon shall form a substantially rectangular configuration having gently curving comers and a corner where the tendon members arc anchored. Tendons shall be greased and enclosed within a sheath. 1. If post -tensioning is not used in the roof panel, the following guidelines must be followed to ensure a watertight roof design. a. The entire precast concrete roof panel surface must be cleaned and primed with a material that prepares the concrete surface for proper adherence to the coating material. 13120-2 2.01 MATERIALS (cont.) A. Caulking: All joints between panels shall be caulked on the exterior and interior surface of the joints. Caulking shall be SIKAFLEX-IA elastic sealant or equal. Exterior caulk joint to be 3/8" x 3/8" square so that sides of joint are parallel for correct caulk adhesion. Back.of joint to be taped with bond breaking tape to ensure adhesion of caulk to parallel sides of joint and not the back. B. Panel Connections: All panels shall be securely fastened together NFith 1/4" or 3/8" thick steel brackets. Steel is to be of structural quality, liot-rolled carbon complying with ASTM A36 and hot dipped galvanized after fabrication. All fasteners to be I/2" diameter bolts complying with ASTM A307 for low -carbon steel bolts. Cast -in anchors used for panel connections to be Dayton -Superior #F-63, or equal. All inserts for corner connections must be secured directly to form before casting panels. Floating of connection inserts sill not be allowed. 2.02 ACCESSORIES A. Door and Frame: Shall comply with Steel Door Institute "Recommended Specifications for Standard Steel Doorsand Frames" (SDI-100), and as herein specified. The building shall be equipped with one single 4'-0" x T-O" x 1-3/4", 18-gauge steel doors, with insulated core and galvanized. Doors shall open as noted on drawings. Frames shall be 16-gauge galvanized steel. Doors and frames shall be painted one coat of rust inhibitor primer and one finish coat of epoxy paint, anditwa-giey, if no other color is specified. f2AA-it '6ADWA7 B. Door Hardware: 1. Lockset: Cal -Royal lever lock, or Easi-Set, or equal. Lcd-t SHOWN rN Sul3yJ.77ft. 0417A 2. Deadbolt: Yale or Easi-Set stainless steel keyed outside only, or equal.. 3. Hinges: Hagar stainless steel five knuckle ball bearing with non -removable pins, or equal. 4. Threshold: Hagar or National Guard Products extruded aluminum with neoprene seal, or equal. ""&x.ro/J Slloux-) rr' Ds7a 5. Overhead Door Holder: Yale surface mounted overhead slide type with safety release, or equal 6. Drip Cap: Hager or National Guard Products aluminum with stainless steel screws, or equal. 7. Door Gasketing : Jamb -up seal around door frame, or equal 8. Door Sweep: Hagar door sweep at bottom of door, or equal. 9. Door Closer: Norton Tor Yale 44I0 with hold open, or equal. MIS A)UM'%0L i5 13120-3 2.03 FINISHES A. Interior of Building: Smooth steel form finish on all interior panel surfaces. B. Exterior of Building: Architectural pre -cast concrete brick finish: Finish must be imprinted in top face of panel while in form using an open grid impression tool similar to "EASI-Brick". Finished brick size shall be 2 3/8" x 7 5/7"with vertical steel float or light broom finish. Join18 bchvecn each brick must be 3/8" wide x 3/8" deep. Back of joint shall be concave to simulate a hand tooled joint. t Each brick face shall be coated with file following acrylic concrete stain: 1) Cementrate by _ FOSROC; or, 2) Carryon Tone stain by United Coatings. Stain color shall be brick red unless I1 specified otherwise. Stain shall be applied per manufacturer's recommendation. Joints shall be kept substantially free of stain to maintain a gray concrete color. As noted on drawings Z140AJ �� A"'� `a4A&A# l D.OA.K B.�w"� PART 3 - EXECUTION 3.01 SITE PREPARATION REQUIREMENTS (MANUFACTURER'S RECOMMENDATION) A. EASI-SET building shall bear fully on firm undisturbed soils with an approved fill or pad. The turf shall be removed and a minimum 6" pad of approved fill material shall be placed. Where unacceptable material occurs, excavate and replace with an approved compacted fill material. The minimum recommended, allowable bearing shall be 1,500 pounds per square foot, B. No building shall bear directly on rock. Where rock is closer than 2 feet from the bottom of the building floor slab or foundation slab, it shall be undercut to a minimum of 2 feet below the building and replaced with an approved fill material. C. Provide positive drainage for the fill, pad, and slab, as required. D. Approved fill or pad material shall be stone which conforms to ASTM C33. Allowable sizes are #56, #67, #6, #7, and.#8. E. All fills, pads, or slabs shall he level to within a 0.042 foot (1/2 inch) differential over the entire building area. F. The entire granular fill or pad shall be kept within the confines of the soil or other surrounding objects. Do not allow the fill or pad material to he undennined.so that it may wash, erode or otherwise be undermined. G. The finished floor slab elevation shall be above the exterior grade. The grade shall have positive slope and drainage away from the building at all points. H. The stone base or pad shall be a minimum of 2 feet larger in length and width of building. S&V B(JiC-01.004 PAC) 131204 A6&U1A4r'J ,1J /N 71'ret' RL R'vt . 3.02 SITE PREPARATION REQUIREMENTS (Poured -in -place slab) F. EASI-SET building shall bear fully on an engineered concrete or asphalt slab. The slab shall be designed to support the anticipated load of the EASI-SET building and its contents. The building shall be leveled. shimmed as required, and set in a grout bed sufficient to fill all cavities between the foundation slab and the building floor slab. 3.03 SYM PREPARATION REQUIREMENTS (Cast -in -place floor) A. Contractor to pour a concrete floor slab with tumdown footing the same length and width of building. The slab shall be designed to support the anticipated load of the building walls and its contents B. Concrete slab to be steel reinforced and level within 1/8" in both directions. C. The finished floor slab elevation shall be above the caycrior grade. The grade shall have a positive slope and drainage away from the building at all points. D. Footer depth and reinforcement to be in accordance with design drawings. 3.04 ACCESS .A. Contractor must provide level unobstructed area large enough for crane and tractor trailer to park adjacent to pad. Crane must be able to place outriggers within Y-O" of edge of pad and truck and crane must be able to get side -by -side under their own power. No overhead lines may be within 75' radius of center of pad. OF 7140 13 t,I , c. 0D 004 S A/A t+'- Rd Loc.,a >r3n 243 Fecal AeoM TNg Cd1u7�X.�r.vg B� 7Fha fjr/,�Oi✓4 PE7tLPe9va�e,,.a.oc. 70 /2 wer gHAf.0 Ida ZoaP7d A'f 5YA (No Wit..,- 56'12'") 1, f ptTLrYK�c,cA,r�( G Lo Su,�d OF l%i/S Wlc� I�:{�trti.fs 'Flwi 12.30 W1411'e 13120-5 UL 752 TEST METHOD LEVEL4 /n the irpsmag God arated the heavens and the earth. Genesis l:! STR V CTV f3At_ ENGINEE121NG lecrrg1oLZ5. � �... making the most of His citation I September 26, 1996 Mr. Brian Stock Easiset Industries, Inc. 5119 Catlett Rd. Midland, Virginia 22728 Subject: UL 752 LEVEL 4 TEST- EASISET BUILDINGS Dear Mr. Stock: At 3:00 pm, on September 24, 1996, I witnessed the setup and completion of a test meeting the UL 752 TEST METHOD LEVEL 4 carried out upon an 18" square sample of a 3" thick wall section cut out of an Easiset building: The building had the typical exposed aggregate finish. The weapon utilized was a British 303 Enfield rifle loaded with a 180 grain, soft point, core-lokt bullet. The muzzle velocity of the bullet was not measured but, the specifications for the 180 grain bullet indicate that it was within the test procedure criteria. The sample observed passed the criteria set forth in the attached test description. Sincerely, Dan J. Hotek, P.E. Chief Engineer 104 S. Royal Ave., #4 ALTH OF 'i O DAN JUDSON 2 O HOTEK 'e NO.0254.16 W Oti O SfONAL Front Royal, VA 22630 ph:(540) 635-1521 fax: —2321 ... UL 752 STANDARD FOR SAFETY BULLET -RESISTING EQUIPMENT LEVEL-4 SCOPE: UL test standard 752 level 4 is designed to determine the resistance of a material to the penetration of standard 30 caliber hunting rifle fire. The material tested must be representative of the standard product as sold and used in the field. As used in these requirements, the term " bullet -resisting" signifies that protection is provided against complete penetration, passage of fragments of projectiles, or spalling (fragmentation) of the protective material to the degree that injury would be caused to a person .standing directly behind the bullet -resisting barrier. The ammunition must have a 180 grain soft core bullet and a minimum muzzle velocity of 2,540. fps and a minimum muzzle energy of 2,580 foot pounds. TEST ASSEMBLY: Each test sample of material approximately 12" X 12" in size is to be mounted in a rigidly fixed frame. The test is to be conducted at a range of 15 feet from the muzzle to the face of the test sample using a commercially available test rifle firmly fixed and commercially available test ammunition. Corrugated cardboard indicators, approximately 1/8" thick are to be placed a distance of approximately 18" behind the protected side of the test sample. TEST PROCEDURE: The rigidly mounted rifle is to be loaded with one cartridge and fired into the approximate center of the test sample. _ TEST REQUIREME TS FOR APPROVAL UNDER UL - 752 LEVEL 4 One rifle shot must not cause fragments from the projectile or the sample to penetrate the cardboard indicator which was placed 18" behind the test sample. The muzzle of the rifle must not fit through the point of projectile impact on the sample. CALCULATIONS • PROJECT: LPMI 12x20 BUILDING OIVESTAR PRESTRESS MFG.. INC. The following calculations, covering the design of the LPMI 12x20 precast concrete building, were prepared by Bennett B. Anderson, P.E. The calculations cover 12'x 20' buildings with wall heights up to and including 10 ft. Codes and References: - ASCE 7-95, Minimum Design Loads for Buildings and Other Structures. - PCI Design Handbook, 4`h Edition. - ACI 318-99, Building Code Requirements for Structural Concrete. - UBC 97, 1997 Uniform Building Code - BOCA 99, 1999 Building Officials and Code Administrators National Building Code. Design Loads: - 60 psf Roof Live Load - 250 psf Floor Live Load . - Wind Loading: 130 mph, Category11, Exposure C (ASCE 7-95) - Seismic Performance Category `E' (A, = 0.40) Modulus of Subgrade Reaction = 100 pci (assumed)00 A % % S�'SE OF TE•t.'Irt�f ♦: _t�1 BENNETT & ANDERSON ........................... ••I PROPRIETARY AND CONFIDENTIAL RIGHTS APE INCLUI 1.80559 i� IN THE INFORMATION DISCLOSED HEREIN. NEITHER' TI ONAL PROJECT: LPM1 IW040 BUILDING PACE OF - FILE: ONESTAR BY: BBA DATE, PRESTRESS MFG., INC. 'FABLE OF CONTENTS Page Wind on Main Wind Force Resisting System __—__---_ -- I Wind Loads for Components and Cladding_____________ 4 Patel Design - WAS -------------------------------- 6 ROOF ------------------------------------ g Floor Slab I5 Connection Design--__ —__--___— 24 ScisniicAnalysis --------------------------- 40 WIND ON MAIN WIND FORCE RESISTING SYSTEM ' 614I99 BUILD. TYPE: LPM112s20s10 PAGE: I WIND LOADS PER ASCE 7.95 Rp , 6 WIND n wp V • 130 mph PLAN ELEVATION TABLE 6.1(P.16): FOR OVERALL STABUTY, INTERNAL PRESSURES CANCEL OUT p • gGCs - q,(GCpQ WHEN SUMMING FORCES HORIZONTALLY, THERERFORE gh(GCpi) IS NEGLECTED WHEN CALCULATING WALL PRESSURES. WIND VELOCITY, V • 130 mph q • 0.00256 KTKi,V I (P.17) BUILDING CLASSIFICATION CATEGORY: 11 (P.2) EXPOSURE CATEGORY: C (P. 17 & 31) Kr, = 1 (FOR NO ESCARPMENTS, P. 20 8 34) KZ = 0.85 FORh•OT015'(P.17TABLE6.3) : 1 1.00 (P.17) q•_ 36.77 ps1 WIND PARALLEL TO SHORT WALL B s 20 R L • 12 IL (FIG.6-1. P11)' UB. 0.6 h• 10.7710. WALLS: WINDWARD CP' 0.8 W,• 25.01 pst (TOWARDS SURFACE) LEEWARD Co • -0.5 L• • -15.63 pst (AWAY FROM SURFACE) G • 0.85 (P.34) ROOF: IVL. 0.898 Rr • -47.49 ps1 (AWAY FROM SURFACE) ROOF Cy •: -1.22 (GCPQ• 0.8 G • 0.85 (P.34) LP WIND ON MAIN WIND FORCE RESISTING SYSTEM DATE: 6/1199 PAGE: 2 WIND PARALLEL TO LONO WALL B • 12 0. L • 20 R (FIG.6-3, P21) LIB • 1.66667 : h= 10.771 IL WALLS: WINDWARD C•. 0.8 Ws• 25.01 psi (TOWARDS SURFACE) LEEWARD Cs - 4.37 L'= -11.46 psi (AWAY FROM SURFACE) G • 0.85 (P.3/)" ' ROOF: IJL• 0.53855 Rs•. -58.52 psi (AWAY FROM SURFACE) ROOF CI. •: .-0.9305 (GCPIN 0.8 . G • 0.85 (P.34) OVERALL STABILITY - WIND LOADING BUILDING SELF WEIGHT: (UNITS: (L, b.) - WIDTH HEIGHT AREA CONCRETE DENSITY: 150 blb, FRONT WALL DOOR: 6 7 42 SIDE WALL DOOR: 0 0 0 HEIGHT LENGTH THICK- WEIGHT BLD.HT.• 10.771 fl FRONT WALL: 10 19.333 0.333 7559 BACK WALL: 10 19.333 0.333 9657 LFT SIDE WALL: 10 '12 0.333 5994 RHT SIDE WALL: 10 12 0.333 5994 ROOF: 12.5 20.5 0.351 13607 FLOOR: 12 20 0.417 15012 TOTAL 57823 Ms. OVERTURNING - WIND PARALLEL TO SHORT WALL (UNITS: bs., IL) B- 20 R L• 12 0. HORZ FORCE •Apax(Wp+1.)• 215.42 . 40.64 • 5754 bs. HORZ. ARM - BLDG. HTJ2 • 10.771 / 2.00 5.386 ft. Mo ,Ixx,Y HORZFORCE • HORZ ARM • 47143 lb.-R. VERT. FORCE =A,x Ry• 256.25 x 67.49 = 17295 Ibs, VERT. ARM •L/2= 12.00 / 2.00 = 6.00 A. IhM,w•r• VERT.FORCE x VERT. ARM • 103772 lb.-ft. M9LT9t,4• 150916 111,% MNF991• LfF1'Y) - lfl(lSW RSW . ROOF. FLOOR) 12 ( 7559 )I 6 5994 + 5994 1- 13607+ 15012) Mamt- 334345 Ib:1L MasMT _ L22 > 1.5 ox Mor,rotu WIND ON MAIN WIND FORCE RESISTING SYSTEM DATE: 6/4A79 PAGE: 3 SLIDING - WIND PARALLEL TO SHORT WALL (UNITS: bs., e.) SLIDING FORCE, F� • HORZ. FORCE FROM PREVIOUS PAGE • 8754 bs. RESISTING FORCE, Fa • COEF. OF FRICT. x (BLOG.SELFWT. - VERT. FORCE FROM PR. PG.) COEFFICIENT OF FRICITON• 0.55 Fassr • 0.55 x 57823 - 17295, 22290 bs. FsuMT _ 2.55 > 1.5 Ox Fs g I WIND ON MAIN WIND FORCE RPSI§IING SYSTEM BUILD. TYPE: LPMI 12x20xe WIND LOADS PER ASCE 7.95 RP 0 _ WIND_ h WP V. 130 mph 5/17/01 PAGE: I At r -jI PLAN ELEVATION TABLE 5-1(P.161: FOR OVERALL STABIU7Y,4NTERNAL PRESSURES CANCEL OUT P•zIGC.-%AGCpO WHEN SUMMING FORCES HORIZONTALLY, THERERFORE gh(GCp) IS NEGLECTED WHEN CALCULATING WALL PRESSURES. VEND VELOCITY, V = 130 mph q- 0.00256 KZKz,Vz1 (PA 7) BUILDING CLASSIFICATION CATEGORY: I I (P.2) EXPOSURE CATEGORY: 0 (P. 17831) Kzr • 1 (FOR NO ESCARPMENTS, P. 20 8 34) Kz • 0.85 FOR h • 0 TO 15' (P.17 TABLE 6-3) I • . 1.00 (P.17) q= 36.77 psi WIND PARALLEL TO SHORT WALL B • 20 A. L: 12 R- (FIG.6.3, P.21) L/B • 0.6 h• 8.77 R. WALLS: WINDWARD C.- 0.8 W.- 25.01 psi (TOWARDS SURFACE) LEEWARD C.- .0.5 L.- -15.63 psi (AWAY FROM SURFACE) G. 0.05 (P.34) ROOF: NL • 0.731 - R.= 43.32 psi (AWAY FROM SURFACE) ROOF Cr=: -1.08 (GCA- 0.5 G. 0.85 (P.3/) LIP LPMn2x2oz8 WIND ON MAIN WIND FORCE RESISTING 3YSTEM DATE:' 5117101 WIND PARALLEL TO LONG WALL PAGE: 2N B • 12 IL L • 20 It. (FIG.6-3, P.21) UB • 1.667 h• 8.77 8. WALLS: WINDWARD Cy• 0.8 W.= 25.01 psi (TOWARDS SURFACE), LEEWARD C.• .0.37 L.• -11.66 psi (AWAY FROM SURFACE) G. OAS (P.34) . ROOF: IJL• 0.4385 R.- .57.55 psi (AWAY FROM SURFACE) ROOF C.=: -0.9 (GCpi)• O.e G • 0.85 (P.3/)' OVERALL STABILITY - WIND LOADING BUILDING SELF WEIGHT- ( UNITS: h., Ib.) MOTH HEIGHT AREA CONCRETE DENSITY: t50 ruff? FRONT WALL DOOR: 6 7 4 ' SIDE WALL DOOR: 0 0 0 HEIGHT LENGTH THICK WEIGHT BLD.HT. • 8.771 0. FRONT WALL: 8 19.333 0.333 5628 BACK WALL: 8 19.333 0.333 7725 LFT SIDE WALL 6 12 0.333 4795 RHT SIDE WALL:8 12 0.333 4795 - ROOF: 12.5 Z9.5 0.354 13607 FLOOR: 12 20 0.417 15012 TOTAL 51562 lb,. OVERTURNING - WIND PARALLEL TO SHORT WALL (UNRS: 8n., IL) ' B. 20 R. L• 12 R. - HORZ.FORCE•ARp ,(Wp. L.)• 175.42 . 40.64 • 7128 Im. - HORZ. ARM . BLDG. HTJ2 • 8.771 / 2.00 • 4.386 It. MOI,ro1z• HORZ.FORCE x HORL ARM • 31261 Ib: R- VERT. FORCE • Ate. x R. • 256.25 x 63.32 16227 bs. VERT. ARM • U2 • 12.DO / 2.00 . 6.00 R. MoruTRt= VERTSORCE x VERT. ARM . 27361 Ib: iL MOT.raru' 128622 Ib:iL A4asar• L(FW)' L2(LSW � RSW - ROOF - FLOOR) 12 ( 5628 }F 6 ( 4795 -F 4795 4 13607+ 15012 M.w.T- 296789 Ib: R. MACMT _ 2.31 a 1.5 ox. Mm.?.Tu LPMI t2x20x6 WIND ON MAIN WIND FORCE RESISTING SYSTEM DATE: 5117/01 PAGE: 3R SLIDING - WIND PARALLEL TO SHORT WALL (UNITS: Ibs , 0.) ' SLIDING FORCE, Fm • HOR2. FORCE FROM PREVIOUS PAGE + 7125 Iba. RESISTING FORCE, F,Su, • COEF. OF FRICT. x (BLOG.SELFWT.- VERT. FORCE FROM PR. PG.) COEFFICIENT OF FRICTION • 0.55 Fmm1 • 0.55 x 51562 - 16227) 19435 W. F+ ? _ 2.75 > 1.5 O.K. Fes: WIND ON COMPONENTS AND CLADDING BUILD. TYPE: 12.x20x10 WIND LOADS PER ASCE 7-95 - IIITOi0ml AffiIIL11F mmmmIF E�it(�S�zsIi�1F ` 1E �j PLAN PLAN POSITIVE INTERNAL PRESSURE NEGATIVE INTERNAL PRESSURE TABLE 6-1(P.16): FOR COMPONENTS AND CLADDING, THE INrERNALAND E.CTERIUL PRESSURE P'=q�((GC,)-(GCO), COEFFICIENTS ARE AOOEDALGEDRAICALLYTO DETERMINE MAX PRESSURE. , WIND VELOCITY, V= 130 mph M = 0.00256 KKK( V11 (P.17) BUILDING CLASSIFICATION CATEGORY: I I (P.2) EXPOSURE CATEGORY: C FOR ALL TERRAIN (P. 17 6 31) Kr = 1 (NO HILL OR ESCARPMENT, P.20 8 34) KI,= 0.85 FOR h= 0 TO 15'(PA7 TABLE Ti-3) I = 1.00 (P.17) q= 36.77 PSI WIND PRESSURE ON WALLS. EFFECTIVE AREA: PER ASCE 7.95. SECTION 6.2'DEFINITIONS', THE EFFECTIVE AREA IS THE SPAN LENGTH MULTIPLIED BY AN EFFECTIVE WIDTH THAT NOT NEED BE LESS THAN ONE-THIRD THE SPAN LENGTH. SPAN = WALC HEIGHT • 10 8. EFFECTIVE AREA (EA.F SPAN°I3 = 33.33 fL° PER ASCE 7.95. FIG. 6-5, NOTE 5 (PG. 23), VALUES OF GCP FOR WALLS MAY BE REDUCED BY 10% WHEN 0 <= 10 DEGREES. VALUES OF GCP WILL BE MULTIPLIED BY 0.91N THE FOLLOWING CALCULATIONS. 614199 PAGE: 4 WIND ON COMPONENTS AND CLADDING 61099 PAGE: 5 WIND PRESSURE ON WALLS- CONTINUED 0.9(GC") GCp- IGCa (GC.) FIGURE 65A, P. 23 0.82 0.8 0.02 0.82 -0.3 1.12 ql ,- 38.77 x 1.12 41.19 psf -1.09 0.8 -1.89 (POSITIVE ACTS TOWARDS SURFACE) -1.09 -0.3 -0.79 ql - 36.77 x -1.89 = .69.50 PSI (NEGATIVE ACTS AWAY FROM SURFACE) WIND PRESSURE ON ROOF EFFECTIVE AREA: PER ASCE 7-95, SECTION 6.2'DEFINITIONS', THE EFFECTIVE AREA IS THE SPAN LENGTH • MULTIPLIED BY AN EFFECTIVE WIDTH THAT NOT NEED BE LESS THAN ONE-THIRD THE SPAN LENGTH. SPAN - BLDG. WIDTH = 12 0. EFFECTIVE AREA (EA)- SPAN113 - 48.00 IL' GC- GCS (GC) IGC,) FIGURE 6.58 FORE <= 10 degrees, P. 24 0.23 0.8 .0.57 0.23 -0.3 0.53 y,ps= 36.77 x 0.53 = 19.49 pal -0.93 0.8 -1.73 (POSITIVE ACTS TOWARDS SURFACE) -0.93 -0.3 -0.63 g� ` 36.77 x .1.73 -63.62 psf (NEGATIVE ACTS AWAY FROM SURACE) Pit-ac- to DATE: 08111A99 PROGRAM TO ANALYZE BUILDING WALL PANELS FOR FLEXURE. ULTIMATE STRENGTH THEORY. FILENAME: WALLDGN WALLS SUBJECTED TO WIND LOADING PROJECT: LPMI 12x20.10 DESIGN: 4' THICK WALL, IW TALL, 130 MPH WINDS FLEXURE LOAD: ANALYZE 1 FT WIDE STRIP OF WALL WALL HEIGHT • 10 R. WIND LOAD • 70 pal (SERVICE LOAD) 130 MPH ASCE 7-95 Mu • 1.275. W9W bad x 1 IL X12 hJrL x (wall heigtd)A4/(8 x 1000 CJklp) - Mw 10.39 ktPin.(ULTIMATE LOAD) , ANALYSIS: WALL THICKNESS = 4in. PHI Ma • PHI(As1 x Iy (d{afZ)) a • (A u x hY(0.85 x fc x b) PHI- 0.9 PHI Mn s PHt(/W x ry(d. (0.59'Asl x ly)qFc'b)D . FLEXURAL REINFORCEMENT: barsiao• IF 3 bar spat.= 8 in. A,• 0.17 W2AL Abar. 0.11 In-2 IS 12 in. h. 6000 Psi BETAI. 0.75 d. 1.75 In. ly. 60 ksi ROW 0.00795 0208 ROWMAX ROWMAX- 0.03773 PHI Mn= 14.07 K4N. MN 13.39 K-IN. ROWMW= 0.00333 SHEAR LOAD: 1 FT WIDE STRIP Vu= 1.275. WbM bed. Wa1 heIgtd x 1 R. / (2 x 1000IbJkip) Vu= 0.45 kips PHIVc= PH(2xsgd(fc)xbxdy1000bAip PHI. 0.85 PHI Vc. 277 kips Vu= 0.45 kips FA&F, GA ' ,DATE: 03/09/01 PROGRAM TO ANALYZE BUILDING WAU. PANELS FOR FLEXURE. ULTIMATE STRENGTH THEORY. FILENAME: WALLOGIONVF WALLS SUBJECTED TO WIND LOADING . PROJECT: LPMI 12x20xI0 DESIGN: a- THICK WALL, IV TALL. 130 MPH WINOS FLEXURE LOAD: ANALYZE I FT VIDE STRIP OF WALL WALL HEIGHT • 10 R. - .WIND LOAD = 70 psi (SERVICE LOAD) 130 MPH ASCE 7-95 Mu = 1.275 x wind load x IN. x121n./it. x (wall helghU"2/(8 x IODD lb./kip) mu. 13.39 Id,lo. (ULTIMATE LOAD) ANALYSIS: WALL THICKNESS • 4 In. . PHI Mn a PHIIAst x ly (d ja/2)) a v (Ast x ly)/(0.85 x fe x b) PHI- 0.9 PHI Mn • PHI(Asl x ty(d - (0.59•Ast x IyN(fc•b)D EO. 4.4.W4xW4 WNF FLEXURAL REINFORCEMENT: banlxe. a 3 bar Sp.c. • 11 In As• 0.I20 in-2/I1. AS,, • 0.11 In^2 b= 12 In. fc• 6000 PSI OETAI- 0.75 d. 175 in. ty. 80 kA ROW= 0.0057I 0.229 ROWMAX ROWMAX. 0.02491 PHI Ian. 14.44 K-IN. Mu. 13.39 K-IN. ROWMIN. 0.00250 SHEAR LOAD: I FT MOE STRIP Vu = 1.275 x wind load x wall height x I it. / (2 x ]ODD lb./kip) V. 0.45 MPs PHI Vc .PHI (2 x sgrl(fc) x b x dylOOO Ib.Mp PHI- 0.85 PHI Vca 2.77 kip. V. 0.45 US, PA&L 7 DATE' PROGRAM TO ANALYZE BUILDING WALL PANELS FOR FLEXURE. OWW99 ULTIMATE STRENGTH THEORY. FILENAME: WALL2DGN WALLS SUBJECTED TO WIND LOADING - PROJECT: LPMI 12x40x10 DESIGN: A" THICK WALL, IV TALL SECTION ADJACENT TO DOORWAY i FLEXURE LOAD: ANALYZE 1 FT WIDE STRIP OF WALL - Mu• N.3, kipao (ULTIMATE LOAD( ANALYSIS: WALL THICKNESS = 4In. PHIMn=PHI(Aatzly(d{ati)t a=(Astzlyy(0.85xfcxb( PHI= 0.9 PHI Lin = PHI(Ast a ly(d - (0.59-Ast x lyy(fc'b)D FLEXURAL REINFORCEMENT: bsrsUz 0 A bar spat • - s in. As- 0.00 In ML Abnr • 0.2 In-2 ' b= 12 in. rc 6000 psl BETA1= 0.75 p d= 1.75 In. tf- _ 80 ksi ROW= 0.02857 = 0757 ROWMAX - ROWMAX= 0.03773 PHI M.- 47AA K-IN. Mu• 44.34 KJN. ROWMIN= 0.00333 SHEAR N LOAD: 1 FT WIDE STRIP _ l\� vu- 1.62 Up. M PHI VC = PHI (2 X sRNfc) X b X dy10001bJkip PHI= 0.85 . PHI Vc • 277 Ups Vu- 1.82 kips ��II A' 5-7c / �Os Ssrcrj&--j SAP/oArs AOO.7i uJAL Lo4o - Q OF �2 LiDdL wt��tYLC�SS✓iZlrT r I 3 57f-1 2� IGZyv" Z �Zt /62v.yd = 3G9S#= c/y3y y ,ow c3s�P�rJ V, a a� vl Vi,sualAnalysis 3.50.c Report D. ' R C- 1L N 1 {� LL o. 0- a 01 a N a N O n O v N N P n W p N n a N a N P n h - Q N - P n p N O P - n Vl O rD - It. O — n V) �2 N O ;z V n 0, N N O a CL 0 V) M d P N H R V1 VS t0 a a a -- -- -- a a a a a a N LL — n. O d a a a a a QL a a a 06/04/99 10:39:33 Project: LPNI 12r20r10 ROOP,130 1@M WI3U),60 PEF LM I4a0 File: C2\DEIIFOLDER\LPMIl2x20x10(C)\LPM112x20x1ORWF.vap Company: WNESTM PRESTRESS MFG. INC. Engineer: Doi x1D12R50N Default Onib: Inches, Kip,. Degree,. •FahreMait, Second, Plate Global Forces PSaN Material Load Caaa Loeati.an M[ 1g Vy vy R-Lv/iv R-iv/Lv 1UJe E/ln P6 Concrete IADL ♦ 1.1LL 1116 -0.0907-0.0293-0.0057 -0.0240 P20 P102 i Concrete IADL ♦ 1.1LL 1111 -0.0957 0.0306-0.0216-0.1035 1 P105 Concrete 130 MPH WIND (UPLI") U133 Concrete IADL ♦ 1.1LL 11136 0.6066 0.3596 0.0066-0.0007 -2.1755-0.9710-0.0005-0.0079 P1DS Concrete 130 MPH WND (UPLIFT) 11136 '0.7926 0.3533 O.OD02 0.0029 P109 Concrete 1.10L a 1.1LL N139 -1.0012-0.9061 0.0102 0.0019 P114 P201 Concrete IADL ♦ 1-71.1, N1e5 -0.0910-0.0290 0.0051-0.0219 Concrete IADL ♦ 1.7LL 11230 -0.0957 0.030e-0.02.16 0.1035 A", AZ,/(64- t?7 /�) i� A,„ By VU i0 I m VisualAnalysis 3.50.c Report 06/04/99 10:61:25 PI,-J.t: LAtr 12x20x10 RDOF,130 MPH XIXD,60 PYF LTVP LOAD file: C:\AEAFOLUER\LPXI12x20x10(C)\LDXll2x2Oxl OP.Mr.vap CO�anY: LOIIESTRR PRESTRESS XFO. IIM. ED91 nee t: BEN RNDERSOH , Default Onita: lntAaa. Xipa, Dy=see, *ra..ranhelc, Seconds. Statics Check Load Casa L.PZ L.R L.IL L.1dZ L.M L.16 A.FZ R.FY A.FE R.XF A.XY R.XZ X X X X-1n X-ia X-Sn IF X R X-L. X-Ln X-lo v. m 11.'UL+1. ILL11.TY21(D)-0.0000 -12.16-0.0000 1459.60-0.0000-67S.77 0.0000 12.1634 0.0000-1459.60 0.0000 E75.77 C. 9DL a 1.3aIIHD .0.0000 5,1929 0.0000-1019.13 0.0000 611.69 0.0000-6.1929, 0.0000 1019.13 0.0000-611.69 1,6DL 1.%L 3.0000 -62.33 C.0000 5079.51 0.0000-3067.31 0.0000 42.3297 0.0000 -507 9.51 0.000S 3061.36 130 XPX X111D-]UPLIFT) 0.0000 15.3590 0.0000 -1143. 16 O.0000 1105.51 0.0000 -15.36 0.0000 1043.16 0.0000-1105.91 ROOF LIVE LARD (60 PSF) 0.00.0 -14.40 D.0000 2727.93 0.0000-1036.79 0.0000 14.3999 0.0000-1229.9] 0.0000 1036.79 SELF KF 0.0000 -12.75 0.0000 7529.90 0.0000-915.00 0.0000 12.7199 0.0000-1529.98 0.0000 918.00 SERV. ROOF DL ♦ UPLIFT 0.0000 2.6099 0.0300-313.11 1.0101 157.91 0.0000-2.6C99 O.00DO 313. 19 0.0000 -]BT. S1 S E.N. ROOF DL,R00f LL 0.0000 -27.15 0.0000 3257.91 0.0000-1951.19 0. 0000 27.1496 0.0000-3257.91 0.0000 1554.79 CutNO = /2 SLtGFwT= /Z(Zo��.35yJ`0./5kcr).� /2,?�-�sr o n s' n y $4 • Y v x "Ai U ads z � 0 u) eou o n .D) m m 1Q:Q «!n7 ro M 0) ii -ej. x y1 1 iwz - N m 7aa°n "( LV ro V 7•^ O '{ "•ynSS m,YV'�q m S F � li .Iy a 3 6 88�8 6"oao 58883 a e:`ss.l n„ V UUVVI 50>>� a0H ada>� Q -)- O IIN4 p V T \A I� n $so 13 � n p` ti voa l Nj acc t C r o Vl YYY, S88 ze: J P�G� 13 DATE: 06107ro9 PROGRAM TO ANALYZE BUILDING ROOF PANELS FOR FLEXURE. ULTIMATE STRENGTH THEORY. FILENAME:. ROOFDGN PROJECT: LPMI 12xZOx10 i DESIGN: 4.25' AVG. THICK ROOF, 60 PSF ROOF LL FLEXURE LOAD: ANALYZE I FT WIDE STRIP OF ROOF Mtrs 26.11 kip4n.(ULTIMATE LOAD) ANALYSIS: ROOF THICKNESS=" 4.5 in.(at center of span) PHI Mn m PHI(Ast x fy (d-( n)I a w (Ast x 1yy(0.05 x rc x b) PHI. 0.9 PHI Mn • PHI(Axt x Md - (0.59•Ast x yy(fc'b)0 FLEXURAL REINFORCEMENT: barsiaa=is 3bar spat. = 61n. As= 0.22 InA2JIL Abar= 0.11 W2 b- 12 in. ro 6000 psi BETAI- 0.75 ' d- 2.5 in. Fy= 60 W ROW= 0.00733 0.194 ROWMAX ROWMAX- 0.03773 i PHI Mn= 28.41 K4N.. Mua 26.11 K4N. ROWMIN- 0.00333 I i SHEAR j LOAD: I FT WIDE STRIP i Vu= 114 kips PHI Vc = PF012 x sglt(fc) x b x dy1000 bJkip PHI- 0.85 PHI Vc: 395 kips Vu= 114 kips ' P�Gc 1'i DATE: 06107/99 PROGRAM TO ANALYZE BUILDING ROOF PANELS FOR FLEXURE. ULTIMATE STRENGTH THEORY. FILENAME: ROOFDGN PROJECT: LPMI 12x20x/0 DESIGN: 4.25" AVG. THICK ROOF, 60 PSF ROOF LL FLEXURE LOAD: ANALYZE I FT VADE STRIP OF ROOF Mtn I1.64 kipan. (IJILTIMATE LOAD) ANALYSIS: ROOF THICKNESS: - 4.5in4sttxrderofapan) PHI Mn- PHI(Ast x fy (d{a2)I a • (Ast x fyy(0.85 x fc x b) PHI- 0.9 . PHI Mn • PHHAM x Md - (0.59-Ast x yy(fc-b)p _ "FLEXURAL REINFORCEMENT: barsixa= 8 0 bar spac. _ 12 in. Av 0.11 InA2JIL Abar= 0.11 in-2 b= 121n. rc= 60DO psi BETAI- 0.75 d- 2.5 in. ty- 60 ksi ROWS - 0.00367 0.097 ROWMAX ROWMAX- 0.03773 PHI Mn= 14.53 K4N. Ml 11.84 K4N. ROWMIN- 0.00333 SHEAR LOAD: I FT WIDE STRIP Vu= 1.24 kips PHI Vc- PHI Rxsgrt(rc) xbx dy10006JHp PHI- 0.85 PHI Vc - 3.95 kips V. = 1.24 kips , ONESTAR PRESTRESS MFG., INC. yt-! "i" 't-r f•_.1-T-f _l 1-r l-i r ' -' ' r r r .�oa������_.ce�i��• o,���x �%r.s���f%�''kd�/skC � r ,_ I _, r %Y?Ol ✓4_ ii S; n F; �rU'6G ?%1_�Z�rt r-r-rt-r-r- _��0L�2�5�. /Q�l+�l�_}�.r� � ✓�/f(y''i�� (Jy/_� ���J /�iJlC=}E-�..L�q !L�,TL:G.�j/_ ., _ _ _ _ _ _ _i�'_Crb!_r./!'S7_/4 �i_�r/�/F_ �lf�Ir���i r�.if_aV! y_'irr-�-•/��-_�-r-r/-,��-�t_r _r. �-. '---- _,..1_L_..J_l-L r,r r 1_r •I_r _l-T _l-1_r _l_T r i I � � �-r' � � ..L__ _.1_I• ••l r _� T r I "I l�l ' 1 � •_r_r _i_; _; _ ;_; _r. _ � ' -1 l'I' l-r-r"• l-1' r t�t�r VIUMIAnOtYsk (vntlon 3.50.c) - - I I'MI I2x2px 1 O FI00R SLAB. 250 PSF FLOOR OWE I OA13. hi Jun N I I:X 16 199Y —3 IONFSIAR PRESIRESS M(0. INC.. BEN ANOCR508 P6U MY P58 P57TTPI 0 '. P55 P54 1.53 P52 PSI P9 PSO P49 1.48 P47 P46 PO 1`45 P44 Pl P42 P41 P7 P40 P3Y Me P37 P36 P6 1135 P34 I'.9.3 P32 P31 P5 P30 P29 P20 P27 P26 Pi P25 P24 P23 P22 1'21 P3 P20 1`19 1,10. P17 PI6 112 P15 P14 P13 P12 PIE PI P/kGC- ) 8 VisualAnalysis.3.50.c Report 06/04/99 11:30:54 PrOlwt: L"liw0i10 PIDOR DLM, 250 PSl PIADR'LIV2 (AAII File: C:\BENIOLDCR\LPM112x20x10(C)\32x20x10 FWOR.vap Coepany: WIIESTAR PRESTRESS MM. INC. Engineer: EEN "DEMON Defaplt Unite: Inches; Kip,, De9reee,-•FahreNmit• 5econde Plate Global Forces Plate Material Wad Caae, WCat10e ME 12 V. Vy M-Lo/Ln l-win X/in 1Vle PI P1 Concrete JADE, 1.7LL N1 0.5715 0.5593-0.0794-0.0791 • P1 Concrete 1.4OL ♦ 1.7LL N2-0.2125-0.5312-0.1027-0.0959 Concrete 1.40L + 1.7LL 114-O.S405-0.2124-0.0973-0.1022 P2 PIO Canncrata 1.4DL 1 1.ILL .Concrete IADL i 1.7LL - 113-1.3369-1.0146-0.0717-0.0003 1120-0.5485-0.2124-O.D973 0.1022 HE P15 Concrete 1.40L . 1.7LL Concrete 1.4111. 1 1.7LL K24-1.0056-1.4621 0.0039-0.0776 1129-0.2125-0.5812 0.1027-0.0959 :i ✓✓11�rr 4 VisualAnalysis 3.50.c Report 06/04/99 11:40:00 Project: LPM112x20a10 SIOOR SIAB, 250 PST FLOOR LIVE Wax, Pile: C:\BEIIFOWER\LPM112x20x101C1\12x20a1UF140R.vap COePany: WNESTAR DRCS78ZSS MM. In,. Engineer: BEN MDZR3011 Default Unit: InchOS, Ripe, D09I.13, •FahrrMcit, Second,. Plate GlobalStresses ➢late Material toad Cana LKtatio0 Plane Sigma T Si,,a T Sigea E kst kei .ksi PI CwSr"te SCNVI CE LOADS Centroid Mid 0.0000 0.0000 0.0000 v2 concrete SERVICE WAD3. NJ not 0.2193 0.0000 0.1675 P2 Concrete SERVICE I s 113 Top -0.2193 0.0000.-0.1675 Pit Concrete SERVICE LOAD, U24 not 0.1656 0.0000 0.2389 Pit Concrete SERVICE LUA09 U24 Top -0.1656 0.0000 -0.2309 Nodal Displacements Node load Case DE DT DZ n In In N1 SERVICE fcvlD5 0.0000-0.0912 '0.0000 Ne9 SERVICE l 3 0.0000-0.0161 0.0000 (P,4Gc- 19 - T]ssui2j�J0 ks; .� Lo SSFr' sc C J..7(27Jrs,) -voles; _ /419A1, _ 1)%4X //ZY6,,;�L%yL4 7 /i'j 06 (7-&r-:- �,73ciKs: + .uC.�rs' - a.g07/Cs VisualAnalysis 3.50.0 Report 06/04/99 11:42:23 Project: LPM112r20x10 FIAOR SIAS, 250 PST FLOOR LIVE WAD File: C:\RGIIMLOER\LPM312x20x101C1\l2x2UxlOFL R.vap Cmopany: LONESTAR PRESTRESS MFG. INC. Engineer: 0BN AIIDER30:1 Default Unit.,: Inches, III, , Degrees, -Fahrenheit, Seconds Spring Results 'Sprin Load Case St,Lff..a Force OLDlaeernt Si SERVICE WA05 57.6000 K/in -1.9598 K -0.0340 In S2 *57.6000 K/in -1.9697 K -0.0342 in 53 57.6000 Win -2.0554 K -0:0357 in Se 51.6000 K/in -2.3709 K -0.0412 in 95 57.6000 K/in -3.0069 K -0.0536'1. 36 " $7.6000 K/in -2.3252 K -0.0404 in 57 57.6000 Win -2.0761 K -0.0360 in S0 17.6000 K/in -2.3252 K -0.0404 in 39 57.6000 Min -3.0869 K -0.0536 in SID 37.6000 Win -3.0869 K -0.0536 1n Sit 57.6000 K/in -1.6016 K -0.0278 in 512 57.6000 K/in -1. 3509 K -0.0235 in 313 57.6000'K/in -1.6016 K -0.0279 1. 514 57.6000 K/in -2.3109 K -0.0412 in 515 57.6000 K/in -1.2802 K -0.0222 in 316 57.6000 K/in -1.0287 K -0.0179 1. 317 _ 518 " 57.6000 Win ,-1.2802 K -0.0222 fn. 519 - 57.6000 Win 57.6000 K/in -2.0554 -1.1902 K K -0.0357 -0.0207 in in S20 - 57.6000 K/in -0.9301 K -0.0163 in 521 57.6000 K/in -1.1902 K -0.0207 in 322 - 57.6000 K/in -1.9697 K -0.0342 in 523 57.6000 K/in -1.1707 K -0.0205 in Sr4 " 57.6000 K/ln -0.926, K -0.0161 le 525 - 57.6000 K/in -2.3709 K -0.0412 In $26 57.6000 K/in -1.1107 K -0.0205 in S27 57.6000 K/in -1.9590 K -0.0340 in 520 57.6000 K/in -1.1902 K -0.0207 in S29 57.GD00 K/in -0.9381 K -0.0163 in 530 57.600D K/in -1.1902 K -0.0207 in 131 '57.6000 Win --1.9697 K -0.0342 in $33 " 57.6000 Win -1.2002 K -0.0222 1.. 33 57.6000 Win -1.0287 K -0.0179 in SJ4 57.6000 K/in -1.2902 K -0.0222 in 335 "_ - 57.6000 K/in -2.0554 K -0.0357 in 336 57.6000-K/in -1.6016 K -0.0279 in 337 57.6000 Win -1.3509 K -0.0235 1,, 338 57.6000 min -1.6016 K -0.0270 in 539 $7.6000 K/in -2.3709 K -0.0412 in 540 57.6000 K/ln -2.3252 K -0.0404 in 341 4 57.6000 K/in -2.0761 K -O.D360 in 57.6000 Win -2.0556 K -0.0357 in Sr3 57.6000 Win -2.3252 K -0.0404 1n 344 " 345 57.6000 K/in -3.0069 K -0.0536 in 57.6000 K/in -1.9691 K -0.0342 fn 3"_ 28.0000 K/in -1.$069 K -0.0550 in 20.8000 K/in -1.5031 K -0.0550 in 5r8 20.8000 K/in -1.5849 K -0.0550 in 349 28.8000 Win -1.6192 K -0.0562 in 550 28.0000 K/in -1.7660 K -0.0613 in' 351 28.8000 Win -2.0737 K -0.0720 1. 55Z 28.8000 Win -2.1126 K -0.0734 in 353 20.8000 K/in -2.0737 K -0.0720 in PRGE 2 0 -I- -1- VisualAnalysis 3.50.c Report 1 06/04/99 11: 00:e6 Prejeet: LPMI12K20x10 P 811 , 250 PSF TIODR LIVE LORD File: C:\BENFDLDER\LPM112.20x10(C)\l2x20xlOFLWR.Vap COmyeny: LONEETAR PRESTRESS M. . INC. Engineer: BEN ANDERSCN 1 Deleuit Units: Inches, Ki PS, DeOreee, •FAMreMe!t; SOCCndS. Statics Check N Load Caae I.." L." L.R L.ME L.MT L.ME R.FY' R.L R.FE R.IR R.MS R.12 K K K K-1n K-in K-1n K K K K-in K-1n K-1R 1.6DL ♦ 1.7LL 0.0000-211.72-0.0000-15397.66 0.0000-25646.09 0.0000 211.72 0.0000 15387.66 0.0000 25646.09 FLOOR LIVE LOAD 0.0000 -60.00-0.0000-6120.00 0,0000-7200.00 0.0000 60.0000 0.0000 0120.00 0.0000 72CO.00 2DOF DEAD LOAD 0.0000 -14.CS 0.0000-1C11.76 0.0000-1609.60 0.0000 14.0900 0.0000 1011.16 0.0000 1689.60 ROOF LIVE LOAD 0.0000 -15.26 0.0000-1105.92 C.CDOD-15/1.20 O.0000 15.3600 0.0000 IIOS.92 0.0000 1991.20 SELF w 0.0000 -15.07 0'.0000-1005.61 0.0000-1905.02 0.0000 15.0667 O'.0000 1009.81 0.0000 1SC6.01 SERVICE LOADS 0.0000-116.51-0.0000-9020.49 0.0000-16180.01 0.0000 136.51 0.0000 9528.49 0.0000 16390.01 PALL DKAD LCAD 0.0000 -12.00 0. 0000-2304.00 0.0000 -1040. OD 0.0000 12.D000 0.0000 2109.00 0.0000 3940.00 /tip /•Y/J Ls /. 7GGL //-JC/%0$rt /S, J�ki' ?2 `)t_/.7(G d�t!S;yo �)L cNccGccccyYGcctGCNcw RCNG N.PN.Hn... N�Nr�inP�NrNPPmm OOOOOOOOpOoo0000000000 Op000000000000pO00000I YYYYYYYXYYYYYYYYYYYYYYYY r Mrrm�maP,wmo��mnNnrPnNNr LCC`LYLrC\G `L CC'\L CCCCCYLCCC^ YYYYY%1CYXYYYYYYYYYYYYYY% Ooee0....... oOOcoea00a mmmmmmm.mmn�mo� 6e v Y N 1�1^ YI Y M � 1, 0 I n rtn ✓.nv.nnV.nNNnnnNnNNnnnJNl Z3 DATE: 06/14199 PROGRAM TO ANALYZE BUILDING FLOOR PANELS FOR FLEXURE. ULTIMATE STRENGTH THEORY. FILENAME: FLOORDGN PROJECT: LPIAI 12x2Ox10 DESIGN: 5" THICK FLOOR, 250 PSF FLOOR LL K = 100PCI FLEXURE LOAD: ANALYZE 1 FT WIDE STRIP OF FLOOR Mu= 17.50 kip -In. (ULTIMATE LOAD) ANALYSIS: FLOOR THICKNESS. 5 in. PHI M.- PHIIAstxy(d{nf2)I n.(Astxyy(0.65xfexb) PHI. 0.9 PHI Mn • PHINsi x IAd - (0.59'Ast x yy(fc'b)D FLEXURAL REINFORCEMENT: bars.___ f 3 Is. spx. = 9 In. Asa 0.147 nA7JR Aber- 0.11 nA2 b• 12 kl. fc+ .6000 psi BETAI• 0.75 d= 2.5 in. h' 60 ksi ROW- 0.00489 c 0.130 ROWMAX ROWMAX- 0.03773 PHI Mn= 19.21 K-IN. Mw 17.50 KaN. ROWMIN= 0.00333 SHEAR LOAD: I FT WIDE STRIP j Vu= 124 kips PHIVc -PHI [2x"i(rc)xb xdyl OOObJklp PHI- 0.85 PHI Vc=. 3.95 kips Vua 1.24 kips P/tGE 2 3A DATE: 03/09/01 ' PROGRAM TO ANALYZE BUILDING FLOOR PANELS FOR FLEXURE ULTIMATE STRENGTH THEORY. FILENAME: FLOORDGNWWF PROJECT: LPMI 12.20.10 DESIGN: 5- THICK FLOOR, 250 PSF FLOOR LL K a 10OPC1 FLEXURE LOAD: ANALYZE I FT WIDE STRIP OF FLOOR - Ms. 17.60 klpAn. (ULTIMATE LOAD) ANALYSIS: FLOOR THICKNESS=. 51n. PHI Mn a PHI(AM x y (d{s/2)] s a (Asl x (y)/(0.B5 x rc x b) PHI= 0.9 PHI Mn a PHNAsl x y(d . (0.59-Asl m y)/(rc•b)y - E0. AxA-W<xWA WWF FLEXURAL REINFORCEMENT: banias. R 3 Ws spec. • it in. As- 0.120 1n-2/0. Ab•r0.11 1.'2 b- 12 In. res 6000 psi BETA1= 0.75 d- 2.5 in, y- 80 ksl - ROW+ 0.00400 0.161 ROWMAX ROWMAX.0.02491 PHI Mna 20.92 K-IN. Mu. 17.5D K-IN. ROWMIN= 0.00250 SHUR LOAD: 1 FT MOE STRIP . Y. • 1.24 kips PHI Vc = PHI [2 x s0rt(rc) x b x dyI000lb./HD PHI= 0,95 PHI V. • 3.95 kips Vu • L24 kips M 2 m R y 0 Z m kA L �V L T lnrr� 1i.Z3:,c. Z�C - N-o n v ��< �p tD AOm (D NXu�• I :E 0 Z W �0 i$ Z<GZn mT Z N o>d> A N _ Z T 7. L_ 0 a BUILDING PAGE Z�OF ONESTAR..lay: BOA PRESTRESS CONNECTION DESIGN MFG:, INC. C�/Jg11�E 6� 15 Ve"G�7.-;-;_:-- ,- L L _ l I1 J_J _ jJ£rr!n�' �t�'l�=�cS_G'•cTs:C�r/�; _Ts4 4 l �_ 1 _I._ I 1 I• i 1 i 1 rr -el_ i LI_- AP-47" J_L_LJ_J_1_ L__J_1_lJ_ J_L_L__ l_ 1_!__ J_l_ iza A'4RU.IM .W.HEi?NcJf0gxs'4rilc�1E i/ iIFO.�{iEEW�_�A'Y r ' �z; �. f}jRJ�.%�-fr: } cam^ L_L-1J-L L-_ G.� J •• `JSfJ: Cfi Wit_ :Ze �.� . - - " - - J-'i-f--__l_i-f--l-i-f - 1 I ' I _I _ 1 _ 1 _ _ _ _ X/O ONESTAR PRESTRESS MFG., INC. lyllJ./YV�4f!�1-i-t n_y7 /•r f,_'1 /, %.ii ry,•-'7Cfh= r,--r-r -''-�'r'r_r__,_ _,_r__ r•—+-� _ _ _r. an- wi G(1lJG:G13v5.f�f;�✓L� it f 7� a // JvF[JUSl=J_r L r,�/i-r , r r- � ��z�`5'-t' ;-r-O I_4a l/•LiY_LYYL VI�ib ��O�O(il_`/;=Jl I.__�_.r_r__�_r IL r-'-l-1 JX/0 ONESTAR PRESTRESS MFG., INC. LI ___ _____ - } - -- -- 'r -r'f _1 __�_ ____ ^,�_��w�r;��.-�_�Ed•�z�y,.P��f�1� - -- J%'.4e-'_�i it _ _�O•�__ ✓./T_�..IIJ�' • I I '/ �� l fiL "l 3��•7J�rXJ�1I 3=';��_p =(�'t o ; _,- - _r _,__r_ i_ _;._f i_i__4�.G.•G I%r1�- J�1 L J_J L J_' YJJ L :-;--- -t-- n C5.7151 l_ _J 1_L!_1_L J_- CI ; fff , __ 1-L-�- -� L_L: J ;- r_=`fff=_ L , 1 r,-' I't-r I r_r_rr_r --}-�/y�-C-- ., PACE 2g OF ONESTAR Br: BBA - PRESTRESS CONNECTION MFG.. INC. x 20;' DESIGN i-r-r_ I r - yg �--IUE��,'1/`/L--J J_w L , _J..__'I'}C{'i� J_Lrlr;_1.__T_i ,_i soo.,�s Cb;.P).-_9i_:_: i-1-r;_. I ' L J L I r'-l-. .r i-l-T i t i-1 i ~l-1'r-T-i----i---f-,- _L _1 r i_i_ PROJECT: LIM /Z9ZOx10 BUILDING PAGE 'LCI OF FILE: ONESTAR BY: BBA DATE: PRESTRESS CONNECTION DESIGN MFG., INC. Go � F[oo�2 ---T-r-'---T-r-1-;-l-r-r--;-i-r-r-i-i--i-r----i-r-r ' _ _,_�•J_,r�_� ��_r{y/���1fJ.-1'_T/I/_��_T _r'!_��r-a�_' �"� ,. r%��lrr-�/r 'JI'_L'�_r 1 r- �. .r%_yr_,=j/�i_//{{'_l��lyyJ-�'_r_f__!___'____'_!_f_'_ r_JlL L lV2_V�_T7f Ir,//�t (� I ,-r-r_r '-r r T; -1 ;-f-rl-l-r-f t r r t r f , T f I r r l r i l l i i i I l i i 1 1 1 i 1 i 1 1 t-f r -9 r l r r J_ J_r_J_J _T I r r I ' fy-t'T-r T I _ _ r r r I r 1 r I 1 r ONESTAR PRESTRESS MFG., INC. PAGE 5P OF FILE: BY: BBA DATE: ONEST•AR CONNECTION DESIGN PRESTRESS MFG., INC. - . { �D�MT_I _ �f. � I- f%:) : W � �. L' TGdnn'7'��L. �(Q�•_ � % _ r _ _ ns � _�.__ /pgo.r;_-..pp:�_r�OfiD :_[.•=�:(f'!ru b:�:-- Jncv _T_ y' ay - J' J_L' ' ' ' r/1Lqq' -��p'G_��-JIIF��.i�,./.l�%J VSy�,�.Or�ISk.if�*_��W_•{«?1�iiF] J_IL•���[T%I'-ti I-T'r `I T r i r 'I-r -r ; , T-yr-.- r rr- r_;_. l .T I-f l T T Y. S/IOf�•�- • 1p _•?� TV -,`ir '="1'1'f -,-r -1-iTT I e!,!If--,-T-r-- I __✓1Y�4'%ifL�,LA2-:7,-0:_ }2�✓-v-eel- -o'dr1%/N -,�%,�'�5'f;-,-r(lYtIN(JT-;�%�T-J!'l-.4��J•IT-r7-�'��rSQ,I'r�Si � -r-r-rr- - - -- J"-'/��]'1 1 ,0 L(''� 9����4�d-iJl,✓'(6:(Sil_: FCp�: :v�l'IN T_L?�p.-L -- Cw�'M.'�c:.jT,-fa+_�r S_X4SJ �j 4fi5s F'[c'o_ ---r-----�-T.fu Moil . - - - _ �.ljrv.}i,fF.c;1`(ot3/,'-:_;--;-:_:-,-Ppion:t :._ _ _�_ ,_•_,-__ -, ;-r-rr-I-i-r l_ I_ 1_; __.r; 1 i-fI: .i'vogrtr�_!� J ,•l-!___-T-T-f--�-T-f ,-Tf_-,_T _f_r ,-1 I-f �-f_!__,•I_f _:_• _ I _ viSVOIA110FOS IvdsR. 3.50.CI . IPMI Ih71h10 BOX WIND ON MWFRS, 13UMP11. fd fun W 12d&00 Im EONFSTAR PRESTRESS MFG. INC., BEN ANDERSON SWA 130 MPH feel, Kips. D.Wees rrirtrt� J ftl�f�tff LLO t�tfi�ilttr� O jtj�tfr O 016 wi .UI b k31 016 VII e— t— Cvi.vo 67,j STJLu G r-. Zc- PAbE 2i? 1.025 ksl W25 ksl 025 ksl 075 F,N P, O r T H "-0Z3O +DSYJ A tOfN�_ Nmxpm . l 3ZW 0 0 � Z- 0 M T Z Zy D O� N N z 2 Z C D 0 d d d VisualAnclysis (version 3.50.c) - i LPMI 12x20xl0 BOX WIND ON MWFRS, 130 MPH, Fri Jun 04 12:54:11 1999 LONESTAR PRESTRESS MFG. INC.. BEN ANDERSON 0.9 DL + 1.3 SWA WIND Feet, Kips, Degrees '0 10 10 10 ST- 0.024 K Des F �0.283 K 4 0.175K- 0.064KY 0.276K Y, n o _ 0 0Cl4 Cli K o: O o o Op0 XX 'B 1?➢�q- L -r-0006 KK� Y P. Y � v O n ipG� O V 0 c O o CO/LN(r/CS �XPctlL/E�c2 V(�U l>=% VisualAnalysis 3.50.c Report 06/04/99 12:50:37 Ptoje t: LWII 32x20x10 BOX WIND W WTRS, 130 ImM Pile:C:\BEUFOLDE7\LPY.I12x20x10(C)\l2x2Cx1090x.cap Company: LOI:ESTAR PRESTRESS Y=. INC. Engf neef: BED XIDERS011 Default Units: Feet, Kips, Ee9teu, •FaD:eMdt, Smoc03 Statics Check LeW Ciae L.M L.PE L.PI L.= L.NY L.1 R.FX R. YS R.3Z R.I R.M R.= X X X X-ft X-ft X-ft X x X X-ft X-ft X-ft _ 0.9 DL t 1.3 SWA WIND 0.0000 -17.11 10.6599 167.66 -106. 60 -171 .13 0 0000 17.1126 -1D.66-167.6.5 705. 50 171 .12 ( SELF Wf 0.0000 -12.59 0.0000 268.50 0. 0000 -425. 87 -0. C000 12.587J-O.0000-269.50 0.0000 /25.87 32LF WF t SWA WIUD 0.0000 -26.27 8.1999 211.58 -e2.00-262.67 0.0300 26.267J-5,1999-21L.58 81.9986. 262.67 SWA 130 NPR 0.0000 16.3200 9.1999 -56.92 -82.CC 163.20 0.0000 -16.32-e.0999 56.9201. 81.9906-163.20 /Z,(20)0-3rylyo./SEC�F)t 0(ro)(iz'�(0,33'�C�.i�tcF) G 33)(0'/5-kcr-) r C (7.s'XO,it-2)(0.Oyj, Gj/i✓J� � _' : ` /D (20>(p,ai� k�,r d, 02 SLsY-� • 8.2'" P/1 GE 3C JOB: LPMI 12x20x108UILOINO TOP GATE: DW71D9 WIND ON COMPONENT 'ROOF TO LONG WALL CONNECTION ANALYSIS POINT ULTIMATE LOADS TOTAL OLTIMATLOADS MVADO. CONN. FACTOR) 0.702 K 0.913 K CONN. FACTOR. 1.3 ROOF ' 1,06 1.828 K WALL CONNECTION WALL SHEAR Vu• 0.913 K PVc• 1.919 K TENSION- 9a 1.75 in. Zia 1.N2 In. Nu= 1.628 K L.lxlaLe L- 3 in. Pu=Nu (1•9l Pu• 6.890 K OPc. 5.03 K ei=65(Lgl , ll J el COMBINED SHEAR AND TENSION ' 1) P l2. I2 1l a. LO O� C 5.92 K 1.176 ( 0J .685 + 0..11600) = 1.001 CONNECTIONNV ROOF CONNECTION Vu• 1.628 K OVC• 7.68 K Vc 8.77 K Pu• 2 K Oft • 6.450 K PC= 7.59 K Nu= 0.913 K SHEAR AND TENSION: 1.176 (0.1N + 0.N3) = 0.173 ANGLE THICKNESS L3x3M Nu,D -- 1.828 K an. Z=, In. 1 • 4(Nu.mnaN91 0.0(F7Khn) heKo . 0.5 in. F" w K51 angle length a 3.5 h. In O W7 yt PAGE 3� JOB: LPM112UOx10 BUILDING TOP CORNER DATE: 08110129 WINO ON COMPONENT DOOR WAIL ' CONNECTION ANALYSIS POINT ULTIMATE LOADS TOTAL ULTIMATE LOADS (WI ADD. CORN. FACTOR) 0.095 K GONN. FACTOR- 1.3 0.12x K ROOF 0.860 WALL 1 CONNECTION _ USE K WALL 1 SHEA 0.710K (SHORT) Ni• (W1)2.(N2)2 WI- -D.=K W2• 0.162K 0.923K W 0.K66K OVe•1.91 K . WALL2 (LONG) T IJSI N 9•, 1.75 n, N• 1.25 h Nu• 0.650 K Pu • Nu . 19 Pv-. L031 K •Po- 6.O1 � LhUt . d� , COMBINED SHEAR MO TENSION QIIP)2. IV 1 Q1 01.0 • 0.85 ) Pa 5.92K 1.176 ( 0.121 -F 0.043) = 0G93 WALL 2WALL 2 CONNECTION i1ON Vu1= 0.062 K Vu2a 0.429 K i W D.131K OVe• . 1.9I K Va 2.24 N Pu• 2.213 K OPe • 3.87 K Pa 4.58 K, Nu• 0.923 K SHEAR AND TENSION: 1.176 ( 0.236 + 0.037� = 0.322 ROOF CONNECTION Wl• '0.429 K Vu2a 0.462 K Vu• 0.930 K 6Vc • 7A6 K VCa 8.77 K Pu• C.M K OPC • 6.45 K Pv 7.59 K Nw 0.12e K SHEAR AND T1lSION: IA76(0.002+0.W5)= 0.008 ANGLETHICI(NESS L]OM M+... 0.462 K W • 2.313 In. I. qNu muNa) 0.9(WNa+) De90 • 0.5 in. Fr 30 K51 angle la pN • 3 In. I • 0.200 in. P/m,r 3s JOB: LPMI 12x20x I0 BUILDING BOTTOM CORNER DATE: 06N099 WIND ON COMPONENT POINT D CONNECTION ANALYSIS ULTIMATE LOADS - TOTAL ULTIMATE LOADS (WI ADD. CONN. FACTOR) 0.723 K 0.470 K CONN. FACTOR= 1.3 WALL (SHORT) 0.470 K 0.660 0.858K WALL WALL 1 CONNECTION (( IS TEAR 0.710 K VU • (Vu O2•(V02)2 VUI= 0A70 K Vu2- 0.482 K Ux]x1 VU• 0.859 K sVc- 1.91 N TENSION g- 1.75 in. e7• .1.25 in. Nu. 0.858 K PU-NU(I•L Pu- 2.D59K OPc• 5.03 K el 5_(Lq) aJJ 8 COMBINED :HEAR AND TENSION jf Puj 2 IVu 121 •-1.0 Vc+ 2.24 K ¢ 0.85 J Pc Vc PC- 5.92 K 1.176 ( 0.121 + 0.086) = 4244 WALL 2 CONNECTION Vut- 0.470 K Vu22 0.429 K Vu- 0.636 K OVc- 1.91 K Vc- 2.24 K PU- L215 K •Pe • 3.97 K PC- 4.56 K SHEAR AND [ENSIGN: 1.170 ( 0,236 + 0.081) = 0.373 , FLOOR CONNECTION Vu- (Vut)2•(Vu2)2 Vu1- 0.429 K W2• 0.402 K Vu- , 0.530 K OV0- 7.50 K VC- 6.82 K PU• 2255 K OPc- 6.45 K Pv 7.59 K SHEAR AND TENSION: 1.176 ( 0.088 + BOGS) = 0.110 ANGLE THICKNESS Ux34 Nu.. 0.470 K be • 2.313 In. V AINu.muI0) Ba(Fyxbn) bceo • 0.5 In. Fy- 36 KSI angle length - 3 in. 1- 0.210 K O - 0.923 K FLOOR Hu. 0.923 K Nu- BWO K Oi16C 34 JOB: LPMI 12UOx10 BUILDING BOTTOM.DOOR DATE: 06/10/99 WINO ON COMPONENT WALL TO FLOOR ADJACENT TO DOOR CONNECTION ANALYSIS POINT E CONN. FACTOR- 1.3 WALL CONNECTION SHEAR ULTIMATE LOADS TOTAL ULTIMATE LOADS (WI ADD. CONN. FACTOR) 0.000 K n . K 1.990� ', 2.587 Vw NO_SHR K OVc- 1.910 K L3x3x1 TENSION g• 1.75 In. el. 1.042 In. Nu- 2.587 K L- 0 N. ei • 5 (L-g) PC Nur1•gl Pu- 6.933 K > ,OPc- e5.03 K 'y6 11 e1. 6% FLOOR. 2 ` a 1.0 • _ 0.85 (T{I Pc)2• [) C PC- 5.92 K * ' 1.1766 ( 1.372+ BODO)= 1.614 FLOOR CONNECTION , VU• 2.587 K OVc• 7.5 K V0• 8.82 K ' Pu• NO TEN K *PC- 5.450 K Pc• 7.59 K Nu -NO TEN SHEAR AND TENSION: 1.176 ( 0.000 +: 0.086) = 0.101 ANGLE THICKNESS L3x301 Nu,mex- 2.557 K bn - 2.500 In. 1 • 4(Nu-maxK9j 0.9(Fy)(bn) b06o • 0.5 In. Fy 36 KSI Ogle length • 3.51.. 1- 0.473 in. - No7 -(-- ,; is /1; 4O r9 /ajl7cr--✓ 7-6 ao&- cw BoTN s-IX-2Es N SEISMIC ANALYSIS 6/4/99 BUILDING TYPE: LPMI12x20x10 PAGE - ANALYSIS PER EQUIVALENT LATERAL FORCE PROCEDURE, ASCE 7-95 - SEISMIC PERFORMANCE CATEGORY'E' (P.55) - SOIL PROFILE TYPE E' (SOFT CLAY) (P.47) - LOCATED IN SOUTHERN CALIFORNIA (A, = 0.4) (P.48) - - COMPONENT WEIGHTS. RESISTING MOMENTS AND RESISTING FORCES CAN BE FOUND UNDER THE ANALYSIS FOR THE MAIN WIND FORCE RESISTING SYSTEM. BASE SHEAR V = CsW (P. 68) W x THE WEIGHT TRIBUTARY TO THE LATERAL FORCE RESISTING SHEAR WALLS • ROOF DL PLUS UPPER HALF OF WALL DL • 13607 tbs. « 14602 tbs. = 28209 lbs. Cs=2.5C,IR C,= 0.36(P. 55. FOR SOIL PROFILE'E'AND A,=0.4) R = 4.5 (P. 63 FOR REINF. CONCRETE SHEAR WALLS) Cs= 0.2 V - $642 tbs. CHECK OVERTURNING Mor- BASE SHEAR x VERT. ARM - 5642 tbs. x lo.T71 0. MOT. 60767 Ib: 1. MST+ 334348 lb.-fL 6sRvurt — 5.50 > 1.5 O.K., WIND CONTROLS OT McT.ToT& CHECK SLIDING Fsuoe' BASE SHEAR = 5642 lbs. FeesnT22290 tbs. Fa T — 3.95 > 1.5 O.K. WIND CONTROLS F,,oa I SEISMIC ANALYSIS fCONT'DI 6/10199 . CHECK ROOF TO WALL CONNECTION' PAGE - A 5%ECCENTRICITY MUST BE APPLIED TO THE SEISMIC FORCE L 0.55L 0.45L i V. j h : R� fir. ROOF PLAN ELEVATION R,p1.O.SSV = 3103 tbs. NUMBER CONN'S • 5 I AT TOP OF WALL SHEAR PER CONN. • 621 tbs. I Vu • 1.4 x SHEAR PER CONN. • 869 tbs. ' Q. Vc • 1910 tbs. O.K. CHECK MOMENT AND SHEAR IN WALL PANELS' Seismic Pressure - wall thick. x concrete 0enSity x C, = 0.333 fL x 150' ,Pcf x 0.2 = 10 .psi Design Wino Pressure for Wall Panels = 70 psf l3 WIND CONTROLS DESIGN OF WALL PANELSff DOOR SUBMITTAL . �1 r.`. �r:�D6�- OMNI STEED, DOORS GALVANIZED DOORS: Many steel doors are Used for exterior applications. Exterior dcors receive unusually rough beatment and are subject to scratching, marring and therefore, rusting when the metal is not propedl protected. Zinc coating on hilt dipped gal- vanized steel will protect the exposed steel over a considerable area of bare surface when the paint covering is removed. Cold rolled steel and wipe coat galvanized steel will not. hot dip galvanizing also protects the door from rust from the inside -Out. Hot dip galvanized doors are available at no additional cast All doors manufactured by Pr:mler have hot dipped galv'ar ized faces at no additional cost Specifications for all steel doors should state 'HOT DIPPED GALVANIZED ST L FACES' and psirr.e painting. PREMIER DOOR 1 SECTION 08100 - METAL DOORS 1.0 GENERAL 1.1 Scope: This spedfication applies to standard steel doors as shown on the plans and door schedules and are to be Omni doors as manufactured by Premier Products, Inc, Monroe, Louisiana. - 1.2 Quality Assurance: Provide doors in compliance with federal Specification RR-D-575 C, ANSI A224.1, ANSI A151.1 and ANSI A250.8. Provide fire doors listed by Underwriters Laboratories or Warnock Hersey International. Provide level and model in ANSI A250.8 as listed herein. 2.0 PRODUCTS 2.1 I ) 2.2 L ' 2.3 2.4 2.5 i { 2.6 2.6.1 — t 2.6.2 Construction: Provide doors of 1%" (44) thick full Rush construction with tight hemmed vertical interlocking seams on both square edges. Provide doors complying to SDI level and model number (seled from char). Steel; Provide doors with skins fabricated from (20, 18 or 16 -select one) gage hot dipped galvanized steel, mill treated for proper paint adherence complying with ASTM A653. Top and Bottom Channels: Provide top and bottom channel of 16 gage steel projection welded to door skins on 2' (51) centers. Top channel is to be flush, bottom channel inverted. Hinge Preparation Provide doors with 9 gage steel hinge reinforcements projection welded to the door skins in six places each. Hinge preparation is to be cut through the door and provided with reversible hinge filler plates to allow building site handing. Standard hinge preparation is to be for 4'4' (114) regular weight .134' (3) hinge, conforming to ANSI A156.7, three preparations through 7' 2' (2184) height and four over 7' 2' (2184) to 9' 0' (2743) freight. Lock Preparation Provide doors with 16 gage steel formed lock reinforce- ments with extruded tapped holes projection welded to the door skins in four places. Provide SDI recommended internal reinforcements to support door skins during hardware installation. Standard lack preparation is to be for cylindrical 21C (70) badeset ANSI A115.2 Series 4000 (Gott 161) or for mortise 2%' (70) badaet ANSI,A115.1 Series IODO (Gott 86). Cam Construction: (Select com(s) of choice) Honeycomb: Provide doors with 99R test honeycomb cell core, crush strength of 55 psi. Impregnate core with water resistant resin. Core is to be secured to face skins with adhesive. Honeycomb core doors shall meet the following performance standards- If FACTOR - .42c -'R' FACTOR - 2.38c - STC RATING - 31c. FIRE PROTECTION to 3 hours. Premier Series 'Fr. Polystyrene: Provide doors with pre -foamed polystyrene slab of 1.00 test density filling the inside of the door. Core is to be secured to face skirts with adhesive. Polystyrene core doors shall meet the following per6ormancestan- dards: 1f FACTOR -.24c - Tr FACTOR - 4.17c - STC RATING - 25c. FIRE PROTECTION to 3 hours. Premier Series S: - 2.6.3 Polyurethane: Provide doors with a closed cell, waterproof foamed -in -place urethane care com lletely filling the inside of the door. f 01yurethane core doors shah meet the following performance standards: 'U' FACTOR - .079c - Tt' FACTOR-12.64c - STC RATING 26c - FIRE PROTECTI ON to 1'A hours. Premier series V. 2.6.4 Polyurethane Steel Stiffened: Provide doors with 20 gage vertical steel'P' stiffeners welded to face skins at 6' (152) centers and foamed -in -place dosed -cell, watenroof urethane core completely fitlir 9 the inside of the door.. Polyurethane steel stiffened doors shall melt the following standards- V FACDR - .079c - Tr. FACTOR = 12.64c'- SP: RATING - 26c - FIRE PROTECTION 6 1% hours: Premier Series W. 2.6.5 Mineral: Provide lire doors requiring maximum 25(t degree Fahrenheit temperature rise w.th mineral composite fire door core to resist heat trans- fer through the door to the rated temperature for 30 mire des Mineral core doors shall meet Ile following performance standards: FILE PROTECTION to 3 hours - TEMPEFWTURE RISE IN 30 MINUTES to maxin um 250 degrees fhenheit. Premier Series'M: 2.7 Reversibility: Provide doors engineered to be reversible for swing at the building site. - 2.8 Closer and other Reinforcement Provide all 18 and 15 gage doors with a 14 gage box type c.oser reinforcement attached to the tor channel.Provide iderntiral closer reinforcement on all 20 gage doors scheculed to receive a surface applied door closer. Provide other door reinforcing as necessary to .sup port the hardwire "scheduled in accordance with ANSI A250.6. 2.9 Painting: Provide doors chemically treated for proper pai r adherence and prime painted at tie factory. Finish paint to be applied al the building site by the contractor. ' 2.10 Fire Protection: Pn vlde doors with fire ratings in acca'da Ke with the door schedule from Underwriters laboratories or Warnock Herey International. 2.11 Glass Glazing and Louverr. Where required by the plans, doors are to be pm- vided prepared for installation of glass and/or louvers. Nor suppliers shall provide the cutouts, steel glazing frames and steel fram:d louvers. Glass, installation and firish painting shall be by the contrado: 3.0 EXECUTION - . 3.1 Installation: Contractor to provide installation of the doors plumb, square and in true alignment Adjust doors to required clearance s and tolerances, complying with NF'A 80, section 2-5.4 for fire doors. Meter rmmsi°n: Ma'm Urs -sawn in VamWwris after dimm*m- ort loft cwvmiv+ cakulatia lY FLUSH TOP REVERSIBLE CLOSIR CHANNEL HINGE REI:NIORCEMENT- 06AILS { ° i { INVERTED glil" BOTTOM j o ° o CHANNEL a OVERLAPPING ASTRAGAL a STANDARD DOOR FEATURES y DOOR SIZE 20 19 16 GAGE GAGE GAGE 2068 (610) (2032) 2468 (711) (2032) 2668 (762) (2032) 2868 ('813) (2032) 3068 (914) (2032) 3468 (1016) (2032) 3668 (1067) (2032) 3868 (1118)(2032) 4068 (1219) (2032) 2070 (610) (2134) ar 2470 (111) (2134) 2670 (762) (2134) 2870 '923) (2134) 3070 (914) (2134) 3470 1016 2134 3670 (1067)(2134) 3870 (1118) 12134) 4070 (1219)(2134) (2194) 3072 (914) (2184) 30110 (914) (2438) 4080 (1279) (2438) 3og10 NOTE: Above door sizes are also available in pairs. Other door sizes and designs available upon request. All core constructions may not lr available in all sizes listed. 1 POLYSTYRENE 1. tore MateriaL 2. Hot Dipped Galvanized Steel face sheets. HONEYCOMB 3. Zinc-Chmmate wash primer 4. Prime Faint. 5. Square Ages for complete reversibility. PO LYI IRETHANE 6. % St rat thickness on leading c Age. 7. rlus i Top channel. ANSI A250.11/ SDI CLASSIFICATION LEVEL 140DEL CONSTRUCTION _ PREMIER SERIES Physical Performance Level C 1 Full Flush H, F. S, PS I WA' (44) and VA" (35)) 2 Seamless H, F. S, PS Standard Duty Minimum gage - 20 Physical Performance Level B [1a1e" (44) only] 1 Full Flush H, P M, S, PS y� II Heavy Duty 2 Seamless H, P M, S, PS ]I1 Minimum gage - 18 Physical Performance Level A 1 Full Mush H. P, M, S, PS III [IA' (44) only] 2 Seamless H. P. M, 5, PS Extra Heavy Duty Minimum gage - 16 NOTE: 16 gage doors are manufactured with a 1/8' (3) in 2' (51) Move ed edge. t j l 0.t,, .yr SECTION 08100 - METAL FRAMES 1.0 GENERAL 2.3 Hinge Prepar.rtiOn.- Provide frames with 9 gage steel hinge reinforcement 1.1 Scope: This specification applies to standard steel frames as shown on the plans and Frame schedules and are to be frames Projection welded to the frame. Frames through 7 2' (2184) shall have minimum of three hinge preparations, over 7' 2" (2184) through 9' 0" as manufactured by Premier Products, Inc., Nonme, Louisiana (2143) shad have four. Standard hinge preparation shall be for template 1.2 Quality Assurance: Provide frames in compliance with ANSI A250.8 require- 4'A" x 4'A" (114 x 114) regular weight .134" (3) hinges, provide for others ments. Provide fire frames listed by Underwriters Laboratories or Warnock as required by hardware schedule and templates. Hersey International. 2.4 Strike PrepaeHon: Provide frames with 14 gage steel (or equivalent threads 2.0 PRODUCTS in extruded sleet) lock strike reinforcement pmjeetiol welded to the frame. 2.1 Sleet* Provide flames fabricated from commercial quality steel cons plying D yi g Standard preraration shall be for ANSI A115.1 or A115.2 universal strike, with ASTM A1008 (uncoated) or ASTM A653 (hot dipped gatvarrized). provide for others as required by hardware schedule and templates. 2.1.1 Commercial Frame Construction: Provide commercial frames for 1'A" (44) for 2.5 Other Reinfor:ements: Provide hardware preparation in accordance with 1'A" (35)] doors fabricated from 16 for 141 gage commercial quality steel the finish hardware schedule aria emplates. Reinforcing requirementsabei All bends shall be formed with a true sharp radii. Frame design shall have shell be in :o race with ANSI single return and double rabbet Provide welded -in base anchor for attach- fanne hatize. ment to floor. insure heavy, :omplete coverage and oven baked. Frsmes shall be suitable 2.1.2 Drywall Frame Construction: Provide all drywall frames for 1'4" (44) (or IA" for field finish painting. (35)] doors fabricated from 16 gage commercial quality steel. All bends shall be formed from a true, sharp radii. Frame design shaft have a double 27 Fire Protectlen: Provide frames with fire ratings from Underwriters Laboratory or Wamock Hersey International in rabbet and double return for installation over a finished wall. Frame shall be provided with a compression lug accordance with the frame schedule. 2.8 Architectural near the top of each jamb for secure Pressure attachment to the wall. Base anchorage shall he by screws thou holes provided in face of frame at base (or by thm Entrances, Sidelites 8 Borrowed Liter: P ovide all architectural entrances, sidAites and borrowed lites fabricated f rom 16 (or 14) gage screws concealed base clips). commercial quality steel. Construction, preparation .lnd profiles to match 2.2 Commercial Frame Assembly: Provide all interior frames knocked -down with steel comer tabs for field commercial frmes. All mullion sections to be dose(. Prepare door open- ings for hardv,are. All joints and comers of the assembly shall be face assembly. Provide all exterior frames assembled face welded and ground smooth (options -all KO; all face welded; specify welded and ground smooth. Provide steel channel glazing beads for all areas with glass. Field joints be other welding). All welded frames shall be provided with a removable ship- ping strut welded across the shall permitted wher the size of the total assembly exceeds shipping limitations. jambs at the base. 2.2.1 Drywall Frame Assembly: Provide all drywall frames knocked -down with steel corner tabs and compression lugs for field assembly over the finished 3.0 FXEC'MON 3.1 Installation: Cimtractor to provide installation of the frames plumb, square wall. and in true aliclnment. Use wood installations spmad:r at base, strike and mid -top locatit-ns to insure constant and proper jamt opening for door. o$erdimensiom- are iolt cony ecam"mlmlatvm F SERIES COMMERCIAL FRAME DETAILS VARIES 1 �.I.'flr►' .. . (16) (51) TYPICAL SECTION TYPICAL CORNER KD OR WELDED FE SERIES DRYWALL FRAME DETAILS MIN. THROAT 3' (76) MAX. THROAT 9" (229) A' 2' (16) (51) TYPICAL SECTION TYPICAL KD CORNER SF SERIES ARCHIfEM RAL ENTRANCE DETAILS _ �5. 31 lo• 3 yll 14-102. 03 2 ILim �0 'A� C 'A' — O (16)(51)(16) TYPICAL MULLION SFAIIDARD SECTION SILL!ZCTION STANDABASE ANCHOR ❑ �] 9 ETI M In M.. . ANCHOR OPTIONS •. Adjustable Wire Masonry Anchor • Masonry'T' Anchor •Adjustable Masonry Loop Archor • Existing Wall Anchor • Pipe Sleeve Anchor p • Metal Stud "Z" Clip Anchor Wood Stud "Strap" Anchor STANDARD " Universal Wood Stud, Met -it Stud or BASE ANCHOR Existing Wall Anchor . Drywall Frame Sill Clip Anchor Ne6R C&--NiIIim[tm-rto" M P=W= 0, dimemiom-ort j*cmwsi:ri tdaem" Note to specifiers: Premier can provide many options to the Prior listed standard specifications; such as special jamb depths, `- galvanized steel frames, special face dimensions, cut off stops, beveled doors, etc. Please contact our sales engineering department for assistance at 1-800-962-6517. K Dear and Hardware InHint Wavnt"At Non: U0�:a �r�cMli�r� PRODUCTS. INC_ REGIONAL SALES OFFICES & WAREHOUSES: ATLANTA: HOUSTON: OAKRIDGE BUSINESS PARK MONROE: 6945 OAKRIDGE PKWY, HIGHWAY 165 A ORTH SUITE D & E MONROE, LA 71!03 AUSTELL, GA 30168 TEL: (328) 3,51-)796 TEL: (770) 944-1006 FAX: (318) 323.5068 FAX: (770) 944-0963 ADMINISTRATIVE OFFICES, MANUFACTURING FACILITY & CUSTOMER SERVI:E P.O. BOX 7269 TEL: (318) 361-0796 HIGHWAY 165 NORTH FAX: (318) 323-5068 MONROF. LA 712.11 WWW.PREMIEF.PROD.COM '-� mcr DgjR WIDTH V8• 1 I F m J o u r J < > O m m Y u to m O M1 = W O Q z wz 0 2 �m 3/4-STANDARDFLOOR CLEARANCE F. 8'' 8^ THRU V-Y' HIGH DOOR STAN DA RO HARDWARE LOCATInm iSEE - ,its. NET DOOR WIDTH V8• L__-_J 44— < I- m 7 = O y D m D m K m m' O T M1 J G G2 z i LG 18 a 18 OZ ONLY it E I 314" STANDARD FLOOR CLEARANCE F OVER T • 2- THRU Y ff IOGH DOOR n ST,NDARO HARDWARE LOCATION - NOTE Din m1-3n sho• 7or lock psep. Gs III, Gor t 161. Im-0- Y.'hen Go.'t 8G lock is to be -wed (ANSI -A, 15.11 dintuuion to ccnlnr Of lock is 3ffo less ,Om "•NLcatmL LITE d LOUVER DETAILS MAY VARY A B REVERSIBLE HINGE PREP 1� MLGLALNG8FAD OV[RIAPPUiCASTRACAI PREMIER ELEVATIONS OMBHONEYCOMBAND DET La POLYURETHANE OR POLYSTYRENE CORE in THICK DOOR ION OMNI REVERSIBLE DOOR �7p ALUMINUM GLAZING . IIEAO G3 F LV _ V GOVT. 161 CYL LOCK PREP. DRAWN BY - DATE• 1p DuAlm s BUROM CIONNEL J «r—T 9 GA. HINGE RE1NF. JOB NO. SHEETOF 5' 0 0 M-WIDTH N^ 2" D.R. WIDTH (SEE SCH.) EM. - I PREMIER ORH SO-6 (1: i OR MOTH ♦ 4" ' DR. WIDTH n ISE- F—� 7 n • ELEV. - 2 SECT. U seer. L G 1 SECT. P SECT. / SECT. e Y' DR. WIDTH ♦ ♦" NOML P. WIDTH_7-• (SEE SCK) -60- �� a z z �t- v ' ELEV.- FRAME HINGE SPACING FOR 114' THICK DOORS. OMIT CENTER HINGE FOR CE- HIGH NONIABEL DOORS. STANDARD HINGE BACKSET IS IM" O N FRAMES FOR I %- THICK DOORL DETAIL CORNER DETAIL on. WIDTH ♦ ♦- I" �NOir. OR. WIDTH - (SEE SCK) ELEV. FRAME HINGES PACINQFOR Ia- THICK DOORS 6- - B- T HAU r- THIGH. STANDARD.HINGE BACKSET IS t'ON FRAMES FOR I Y-- THICK DOORS. BASE PREM1ERI CONVENTIONAL WALL FRAMES - SERIES F 11 K.O. CORNER. IC O x u a m ELEV.- _ . FRAME HINGE SPACING FOR I %. THIp(OooRS OVER T -z-. STANDARD HIND E BACKSET IS VON FRAMES FOR �%4' THICK DOORS. - - K.D. CORNER FACE WELDED (SUAW) 8Y - JOB NO. ET FORK SD-9 (1-91) - DATE• SHEOF • • IV 'i,? iae� Ylrf JY� 4YS�� Ye. 2 '� _x 1Ja. „ti :t 1tM{ t� t "I•r +i v tit I :f! M. 7 iiR 'is' C ; ER�DEADByT ^� .n-„'.'i�rshy °•, tc.. LY!.if4'4j„t'r, n:'� 7—,e.`. n :iS� .:Ni COMPONENT PRICING You can order Lori 4500 series deadbolts by components in four easy steps. Reduce your inventory while increasing your turns, fill rates and profitability. Order each component separately. Your order should contain the same amount of components horn each group to qualify for our special pricing. Order your deadbolts by. t. Function; sinRle or double cylinder. 2. Bolt; standard, 2.3/4" backset. 3. Front; 4. Cylinder, Remember to order 2 cylinders for the 4520 Series double cylinder deadbolt The 4510 already has an inside thumbturn furnished. Also remember to order the correct finish and length depending upon the door thickness. Example: Single Cylinder Oeadbolt, US3 Finish, Schlage C Keyway; JCK CYLINDER KEY �� CAM COLLAR sCREW9 i \/ / WASHER CAM $fCUO TY STRIKE COVER (WOOD JAMB) a/Y SCREWS STRIKE a SCREW\ IEINFORCFq G t1 � ON) SET SCREWS 0 9oLT ASSEMSLY ` FRONT RQ t ALLEeNC N �\II STRIKE (STEED JAMB) Do; STRIKE l T i VIA ♦1 F' i _ Rost HOUSING ROSE WAVE %!!/7 WASHER � COLLAR CYLwDE KEY w:/ J / OOC'JOTC I / 1.Jfl/'1(l rlyl'1. ICn Illl I.IIIv 1 �.� �•-cam i � ,—,—,-- � �,� -� SL SERIES CAL=ROYAL ANSI GRADE 2 P R O Q U C T S, I N C. CYLINDRICAL LEVERSET . _ _ _ _ __ � A.�r.�/4lle 2U:tlr 9.rtonclrrs�yeoL4 Loa PIONEER NON CLUTCH MECHANISM SL SERIES Meets ADA requirements Optional tactile warning Specially designed for Barrier Free Application meetthandieapand fir, code --. �\ Conforms with ANSI A756.2 Series 4000, Grade-2. Exceeds 400,000 cycles Push in and turn button r © LISTED 3 HOURS, function ,c' UL10C, UBC 7-2-1997 Coil compression springs provide great strength and durability UL LISTED 3 HOUR RATED 12"Throw deadlatch completely reversible for flat A beveled doors. Individual spring on each side to prevent lever sag, maintain reliability, reduce maintenance. Cyfindrial Body Concealed screw mounting kzmBolt DESIGN t 4-3 — 3r8°T� 1M1' H 6' asne• p Full length lever a, handle with 3/8" return /Solid brass 6 pin "C" keyway cylinder. Available with Interchangeable Core. i i Available with clutch. FINISHES AVAILABLE BHMA LlS SYMBOL CODE DESCRIPTION 605 3 Polished Brass 612 10 Satin Bronze 613 10B Oil Rubbed Bronze 625 26 Bright Chrome 626 26D Satk1 Chrome 606 4 Satin Brass Other finishes available with lead time. SPECIFICATIONS MpBcatbm For ofnces, schools. hospitals, apartments, holeVrnotal and other public OtriklyVs. . Door Ranges 1.3/4" thkkneas doom. .:. 2-3f4• Standard. 2,W, 3J14" and S' optional. 2.1/4;'% 1.7le^; aClusleble for flat or beveled doors 118' 1n2 ` strike. ASA aMk�yta�dard, •1" erM full lip strike available on roqut. I-V Throw`sofid bross.'revarsible for RH or LH appllrztions. UL listed. LetcA a snore s«ewa . 8: 32 X.1' FPH iustpurpose. .. ANSI atanilerds' _ l Moats or exceeds i6quirements of 13HMA%ANSI A756.2 series 4000 :. grade 2(F" 106C),, 400,0W c"S.- I. . ...... . ::� . . Factory keying with contra =INDICATES FUNCTION AVAILABLE WITH INTERCHANGEABLE CORE C11117 i, ENTRANCE/ OFFICE LOCK Pushing button in inside lever locks outside Iever.Turning inside lever or operating key in outside lever relensca button automatically. Prefix •C" W clutch ayslam ISL-03 CLASSROOM LOCK Dead locking )alch bon operated by lever from either side except when Outside lever is locked from outside Jby key. When outside lever is locked, latch bolt is operated by turning inside lever. SSL-0Prefix •C" for d trb !om VSTOREROOM LOCK Outside lever nixed. Entrance'by key only. Inside lever always urllbcked. Prefix "C" for dutch syelan, CAL -ROYAL 2110 TUBEWAY AVE, COMMERCE, CA 90040 U.S.A. TEL (323) BM-6601 FAX; (323) 888-6699 Website: cal-royal.com a Email: sales®cal-royal.com Your Source for ADA RegUirements. SL-30 DIMENSIONS The lever features —a 78" return and projection of 4-3/4•— 2-1/2" from the face of door. I SL/CSL Design Exposed'Tlin, Wrouglx braes, llrome or stainless most. lovers are Zino casting.'pttd b match lam finish.' Keying .. a -Pin "C- keyway cylinder, 2 keys par lock. Keying as per Individual Job fl? Wrament. . cylinders A Keyways . 6 pin solid brass "C" key way standard. Schknoe C-K. Rucswln Cl, Carbin 60, Sargent I -A, FeiionNolser E, Arrow, Yale 8. Yele GA (OptioW. Clutch .c. . Clutch avagabls'on,as "C' bafare,P.frayed Pucka and Privacy functions. Prefix art'numbar. , . . Electrified Looks:.s.`... . AvailaOlq Upon ie4uafll. '! Tactile 3 "a.d-LInhip Avdilaye, upon iequesi. Int«cliangeetils Core , ,... Intercharlieable core" will accept compatible 6 or 7 pin cores with REST. FALCON and ARROW, Pref0t -IC- before part number: Available I combinetotl or unLombi,al. TemppmrY consaucilm cores available. key and masterkoy, available. - SL-20 PRIVACY LOCK latch hot, operated by lever From ® either side. Outside lever is locked by Push button inside and unlocked by emergency release quiside.Turning inside lever or closing door release Push button. Prefix "C" for clutch system r, PASSAGE SET Latch bolt Op erated loy lever from either side it all times. SL-40 IDUMMY LEVER ./�4, Single dummy trim for one side of �+ door. Pull Only. SL-50 �--�AJ�hn-� EXIT LOCK JJ Blank plate outside. Inside lever always unlocked. Distributed by C R 'J Full Mortise Hinges Plain Bearing • Standard Weight - Template HA For use on Medium Weight Doors. Requiring low Frequency Service (Not for use with Door Closer) e, 1279 I Steel with steel pin ANSI A8133 r _',,,:.`•yc2® Bross w1Ne brans pin ANSI.A2133 Fa Host;;: Stainless Steel with stainless. steel pin. ANSI ASIn Pretx-H- Fae luxslde non -rising rent0.rable pin with button tip and plug. +: ' exabo ^' SPecitY screw reou'rertwsts_ ... .. •: t:•-':�;; Mingo S(xe.D'•'<:. _ip -u_•., 'Gauyo- 2r�� 11 6er .. ..t .. ¢nilty ,.....�..�. :....;...r_ . . Av9... .. petf6ie-Ob. IniJhes`'S2�: �lilllcn�fen��e7: •firibfat oifiofsa �: x e - to each �:Caio:?`:` zoo each �'�Steor_ 32 '$IBios 35 2 x 2 2Y2 x 2'h 51 x 51 0.083 ' 4 . 6 ai x6-32 'h 3 x 3 64 x 64 76 x 76 - 0.g89 0-097 6 x8-32 Y4 x10.24 �4 x-8 1 x 9 10 each 200 each 34 39 3 h x 3'h 89 x 89 0.1.19 6 'h x10-24 lx 9: 2 each 2 emit i 00 each 1 o0 each 37 66 40 72 4.a 4 102 x 102 0.129 8 'A x12-24 1 Y4 x 12 3 each 48 each 43 47 x q 114 x 102 0.134 8 'h x12-24 1 % x 12 3 each 48 each 49 53 0i x 4+h 114 x 114 0.134 8 Li x12-24 1'/4 x 12 3 eaUh 48 each 55 60 5 x 4 . 127 x 102 0.145 8 16 x12.24 1 Y4 x 12 3 each 24 each . 37 40 5 x 4+h 127 x 114. 0.145 8 b4 x12-24 V/4 x 12 3 each each 24 each 37 40 5x5. 127x127 0,145 8 Yz x12-24 1'Y4x12 24 each '. 37 40 6 x 4Y2 152 x 114 . 0.160 10 +h x Y4 -20 1 A x 14 3 each 24 each 61 66 6 x 5 152 x 127 0.160 10 Y2 x'/4 -20 144 x 14 3each ' 24'each 61 66 le x 6 152 x 152 0:160 10 'h x Y4 -20 111 x 14 3*each 24 each " 61 66 Ball Bearing Standard Weight • Template For use on Medium Weight Doors or Doors Requiring Medium Frequency Scrvice BB1Z79 NAP �Stese,l with steel pin ANSI A81 12 Va 1191 arass'with brass pin ANSI A2312 Stainless $teel with stainless steel pin ANSI AS 112. F"4e krx4CW Iwo ba0 bearings non -rising removable Pin with button Cp and pl2g. .. SMCq screw requirements. .. . Fa liwpt�: woua V 7• clalo9 wt 5c •:-.:,Hinge Size" , e: -- ":`':, :;•-.Sane Slzo, ...sZ Avu9 P. feesaID ln�hos' . sc .. e �uo(1t? ttY.^.�„:C eel ' rec 1/4a31/2 89x99 O.lt9 6 fix102a .:•-'Si;.:�iJ.v�x' 1x9 2 each e 72 4 x 4 102 x 102 0.129 8 'h x 12.24 1 Y412 x 3 each 48 ech a a3 47 , 4 `h z 4 4'h x dy4 114 x 102 0,134 8 8 Y2 x 12-24 1/2 x 12.24 W4' x 12 3 each 48 each 55 60 5 x 4 114 x 114 127 x 102 0.134 0.145 6 'h x 12-24 1 Y4 x 12 . 1 Y4 x 12 3 each 48 each 55 60 40 5 x a Y2 127 x 1 14 0.145 8 h x 12-24 1 y4 x 12 3 each 3 each 24 each 24 each 37 37 4,7 5 x 5 127 x 127 0.145 8 Y2 x 12-24 1 Y4 x 12 3 each 24 each 37 4C 6x4y2 152x Tt4 0.160 10 'hxv4-20 I A x 14 3 each 24 each 57 E2 6 x 5 152 x 127. o.1E0 10 'h x 1/420 IY2x14 3each 23'each Si 62 8 x 6 152 x 152 0.160 10 'h z t7a-20 t h x t4 3 each 24 earn 57 E2 NIN4 eS 000 /-- /4uS7 ALLoW Fob OPc Ou7W.CA•? -i4 �7S00 Series Closers for interior and exterior doors stroll be full rock -and -Pinion type with cast alu- minum dloy shell. Closers shall be surface mounted and shall project no more that 2- 1 /8' from the surface of the door. Closers shall be non -handed to permit installation on doors of either hand. Hydraulic fluid shall be non -gumming and non-freezing. Closers shall have multi -size spring power adjustment to permit setting of spring from (BF)l through 4 or 2 through b with addi- tionol spring power available. Closers shall have two non -critical valves, hex key adjusted, to independently regulate sweep and latch speed. Closers . shall have bockcheck cushioning controlled by a hex key adjusted valve. Closers shall have backcheck position controlled by a hex key adjusted value. [Closers shall have adjustable delayed - action closing controlled by a hex key adjustable valve.] [Closers shall be highly corrosion resistant and shall have all external body compo. nents of aluminum, zinc alloy or stainless steel material and all fasteners of stainless steel.] Regular arm and top jamb closers shall hove a non -hold open shoe permitting 15% ( + or - 7-1/2% ) power adjustment." Closers shall be enclosed in a (molded resin cover] (plated or sprayed metal cover] Closers to be Norton [7500] [7500M] [7500BF] (7500BF-M] [7500SS) [7500SS-M). t_ ...For special arms insert the appropriate specification from column three on this page, t t In USA: (800) 438.1951 or www.noriondoorcontrols.com 7700 / 7500 Series Door Closers 7700 Series Closers for interior and exterior doors shall be full rock -and -pinion type with cast alo- minum alloy shell. Closers shall be surface mounted and shall project no more that 2- 1 /8' from the surface of the door. Closers shall be non -handed to permit installation of doors of either hand. Hydraulic fluid shall be non -gumming, and non-freezing. Closers shall hove power adjustment to pemrit a 50% increase in power over the minimum closing force for any size. Closers shall hove two non -critical valves, hex key adjusted, to independently regulate sweep and latch speed. Closers shall have backcheck cushioning controlled by a hex key adjusted valve. Closers shall ,have backcheck position controlled by a hex key adjusted value. [Closers shall -have adjustable delayed - action closing controlled by a hex key adjustable valve.] Regular arm *and top jamb closers shall have a non -hold open shoe permitting 15% (+ or _ 7.1 /2%) power adjustment." Closers shall be enclosed in a (molded resin cover) [plated or sprayed metal cover] Closers -to be Norton [77001 (7700M). "For special arms insert that specification here (see column three on this page). -7S'oo N 7 SUGGESTED SPECIFICATIONS "UniTrol Arm . Door closers shell have built in door stop [and holder] effective at one point selected at installation, from 900 - 115' in five - degree increments. Door stop shall be cushioned by a shock-obsorbing heavy duty spring action effective at the [saf it plate] (arm shoe] pivot. [Closers shall be provided for parallel arm installation using rigid steel main arm and secondary arm lengths proportional to the door width) (Closers shall be provided for top jamb installation using steel, rigid main arm and telescoping secondary arm adequate for the frame reveal of the openings) "Closer Plus Arm Door closers shall hove built in door stop [and holder] effective of one point selected at installation, from 850 - I I T in five degree increments. Door stop mechanism shall be non -handed and attach to soffit plate. [Hold -open mechanism shall have engage/disengage selection actuated by, (thumbturn)(hex key)]. Closers shall be provided for parallel arm installation using rigid steel main and secondary arm. In Canada: (905) 564.5854 ar www.yalecorbin.on.ca 3/01 770017500 Parts list SWt Plate and Snuhhnr Aau.. Parallel arm hold -open & non -hold -open series ' Grwva pin tna 1-0100-I00e 11.611 0 Arm W1Wr/L�\`l„J \5-u00ar Sfdo 114e.0.2026 �I " 11 d10U�010 Sruawr MWI 1141047012 _ n111r rives, �wnl rvOn-ryola-Q�� — L1nn RW lcd1 NIUI 11-01000020 11-6100-7032 Tn 0mM 1141oo-zml w.vnr Stop Cam98-000P>26B 114100.o'-'OZ ,141007021 ------------T Arm P vt Joint Hood.,___ Cam AW lni Nut 11-6100-7020 114100-70321 t 11d10m d0200WWhw Thw Dick Pi a10947W7266 11410D.= 1t4to0702t 7 Screwpeck 20-0040-0526 sa��aa�rv�am�, Aua,hy M7a Arm 1=� C1wU Hdd-Opon Auwgbly &Xhkv Once vh",wr I iN4100-101e , 1.6100102r SprIM , / 1,-0100-1017 Aaw'tlrq Saw I tl147,1•, 552 Can Pont 11-0100.70; � On'Oe a Ai-�rrn0ly MoIO.ODM Nm� 114100400/ 114100.1016 MgIn arm / length• Selondaryy arm Ann mnnbw ustly 11.6100-1041 Nw7Hold9.1/2 M41 (241) 11-6100-0203 610MI -Open1141001043 11 (279)I II.61000205 610013 I.6100— 5 , 12•I/2' (318) 4 1161000201 6100.14 Door width I M�e ath / i Seaonedd��, y Arm Ilualber ag 1 auearhly 28�32 11d1001040 (111.0813) 9•I/2 (241) I1-61000204 6IMI 33.4i`_ IId1041042 — ' (838.1041) 11 (279) 11d1000206 61*3 42.48 Ild10P1041 I (1067.1219) 12412- (318) I 11.61000208 61004 (mlm to cwa kvi* In Canada: (905) 564-5854 0r WwW.yalecorbin.on.ca 3/O7 n i F 7700 speelsrl FaodHoo Door closers . telepkoee Beofb opertitfon Closer holds ine:door to the telephone booth open at 5- from the closed position. This prevents the light switch from being activated and allows the booth to be , 'via dilated. It also Indicates to users that the booth is unoccupied. Available in size 2 only for regular arm or top jamb appl'icationonly.. 7S00 Series Closers for interior and exterior doors shall be full rackrand-pinion type with cast aluminum alloy body.Closers shell be surface.mounted and shall project no more that 2-1/8'from the Surface of the door. Closers shall be iron- handed to permit iiahllat fun on doors of either hand. Closer fluid shall contain lubricity and anti -oxidation agents: Closer fluid shatl maintain stable viscosity to allow door closer to perform in temperatures ranging from extremely high to as low as::-401. Closers shall have mufti -size spring power adjustment to' permit setting of spring from (BF)l through 8 with additional spring power available. Closers shag have two non -critical valves, hex key . ; adjusted, to independently regulate sweep and . latch speed. Closers shall have baakcheCk 'Cushioning controlled by a hex.key adjusted' valve: Closers shall have.backcheck position controlled by a hex key adjusted value. " [Closers shall have adjustable delayed -action Closing controlled by a hex key adjustable valve.] (Closers shall be highly Corrosion resisant and 'shall have all external body components of 'aluminum; zinc alloy or stainless steel material and all fasteners of stainless sted.t Regular arts and top jamb closers shall have a non-holo open shoe permitting 15%, '. ( +/ - 7-1/20A ) power adjustment. —Closers she% be enclosed in'a (molded resin cover) [plated or sprayed metal cover]. Closers to be nbrronC/5001 [7500M] [7500SSI [75o0SSM]. ' For apecfat arms Insert the appropriate spec (cation from column three on this page. 750017700 Series Door Closers NlDst commony used errdoors to safe deposit box inspection cubicles. Closer holds the door to the booth open at 15'to indicate that the booth is available for use bya safe=deposil-box renter. When the door is opened, the closer will . close the door and engage the lock providing _ the occupant with the desired privacy. Available in sizes 2 and 3 only foi.regular arm: top jalnb;orparallel'arm application.. .Specify hand. 7700 Series Closers for interior and exterior doors shall be full rack-and-pinion type with cast aluminum alloy shelf. Closers Shall be surface mounted and shall project no nrom.that 2-1/8' from the surface of the door. Closers shall be non - handed to permit installation of doors olef )her hand. Closer fluid shall contain lubricity and anti -oxidation agents. Closer fluid shag maintain stable viscosity to allow door Closer to perform in tempendures ranging from ' extremely high to as Ion as -WF. Closers shall have power adjustmerd to permit a 50% increase in power over.the minimum clos'bg force for each sae. Closers shall have two rion-crilical valves, hex key adjusted, to . indepeideNyreguate sweep and latch speed: Closers shall have backcheck cushio iing controlled by a hex lay adjusted valve. Closers shall have backcheck position controlled by a hex key adjusted value. [Closers shag have adjustable delayed action. dosing a.D"lad by a hex key adfustabte valve.) Regular arm and top jamb closers shall have a non -hold open shoe permitting 15% (+/ - 7-1/2%) power adustment.' - Closers shag be enclosed in a [molded resin cover[ [plated or sprayed meal cover]. Closers to be Norton [77001 (EMI. --For special arms Insedttal specification here (see column three on this page). BospM hold open. . Closer will hold door open at approximately lF for ventilation, 450 for observation and beyond 90' for full access., Closer is supplied with a standard hold open arm for the beyond;90' hold open position. in sizes 3 and 4 only for regular arm. top jamb or parallel arm application. Specify hand. "Un itrol• Arm Door closers shall have bulk -in door stop [and holder] effective at point selected at installation, from 900. 115*,in live -degree increments: -Door stop shag be cushioned by a shock -absorbing heavy-duty spring action effective at the [soffit plate I I. [arm shoe] pivot. [posers shall be provided for parallel. arm installation using rigid steel main arm and secondary arm lengths proportional to the . ' door width.] [Closers shall be provided for top jamb installation using steel, rigid main arm and telescoping secondary arm adequate for the frame reveal of the openings.] _ ••UeserhloS' Are. Door closers shall have built-in door. stop (and holder] effective at one point selected at installation, from 85' -110° in five -degree increments. Door stop.mechanism shall be -non-handed and attach to soffit plate. [Hold . open mechanism shag have engage/disengage selection actuated by thumbbirnj.: Closers. shall be provided for parallel arm Installation' using rigid steel main and secondary arm., ?*OasairPles Am Door closers shall havvee built in door stop [and holder] effective at one point selected , at installation, from 850 -110' in five -degree Increments. Door stop mechanism shall. have a buffer spring that engages prior to the dead stop feature, reducing shock loads to the door and frame assemble. Door stop mechanism shall be non -handed and attached to soffit plate,. [Hold open mechanism shall have engage/disengage selection actuated by thu'mbtuin].'Closers Shall be provided for parallel installation using rigid steel main and secondary arm., 750017700 Series Door Closers _,:.ww.. ....:..._:......:.x::rr:, ...,: _v:::n.a...... ,......_..._:a�,:^............_....r.:r.:»f:v7:re:i::c:::i:rz:::::ixs::_-.. _.._...- ..................-. 'Y.�...: .......... An optiorml hydraulicre that adds a third speed rarrge to the closing cycle. This feature . becomes effective when the door is opened. and released at any point beyond 700.3he amount of time delay depends upon the combination of the angle, of door release and valve adfustmam. The valve can he adjusted ' with a.1/8' (3mm):hex key from no delay time up to maximum delay times of: . Door Opened ,ApQrOxlmole Time Odle d off Defer Cyde j .I80' �S minrlos . 120- 2-3 mi tes 90, 25.30 wainds Pressure'ROW Safety lialve . The delayW adionhyrtreulic system cOrrWns a.pressure relief valve. Any time the door is.' forced toward the closed direction while d is in the closing cycle, the valve will open and permit . the door to close. This prevents damage to ' door, frame and closer. Diary .. .. Release Point YA iOMMIMP",., _ Td ............ ...... coos®. Sagpited AppOwl oas Delayed.Action dosing allows slow -moving ' traffic to Clear the opening before the door ,closers normal dosing cycle begins..This . Iwture can be helpful; in health care facilities such as hospitals and nursing, homes. It provides si fiiciard tine for persons on. .'. crutches or in wheethiii s to pass through a door'wthout concern *af it closia. At the same limed can accommodale the facility's staff with movement of food service carts: . beds, and other wheeled traffic. . Use of delayed action closers on marry doors throughout industrial and commercial buildings can also assist the flow of traffic.' Locations where additional'time to clear the opening is adyarrtageous are doors between office and'factoryAvarehouse faciities, doors to workshops of latiorutaies, to kitchen and food processing areas.., to list just a few. Non -Ham opn ".Own ,Sell- loses door every time door is opened. Achieved by means of friction or ball and Auxiliary stop (by others)required except deteMJrollec Friction hold open has a range when using the CloserPlus", CloserPlus Of 90' to 180°.using template baation and Spring" or Unitrole arms. mechanical adjustment. '. . . Ball and defeat or roller hold open is effective . . ... ' is a'range. of 85' to 110°: .. Hold open arm.door closers are not permitted . . _ . DOW Ovoirig9. to be used.on fire door assemblies: Regular Ainiii, jmA Pend , '.; I Itro iienten ;P ddArm Ind Ann meeift Ddbor f°adW Am �.'pwdd !'Prdei Ars ' 1&f nor ' for belle. Slide lh� Top jreei . `= Foetid:. . . ;. NORROIDOPENi ✓. ✓ i BS.MIla- '.:85`10Ila-- es-MIla- 8s-.M110' - ✓ BS'10110'/180', - -- _110100PEN 90'TOISO' 85-TOIBO' 85'T0110' ' 85'TOTIO' ':BYTO110. 85,To110' ;.. 'N/A :.85'ToIto: .; V-NIMP111114r�•a� . '. �Yc�'•!^�f.:S:R'.�.r'•.f3-::F.�1.t�..^._`.=:`_: �:i"� �t':r- T�Yrx�' :.Js•eia�h::�r..t�.-•r:r,.:-r.-•cr '�Y :L In USA: 1.800.438.1951 or wvm.nortondoorconlmis.com In Canada 1.860.461.3007 or www.yalecorbin.on.ra 750017700 Series Door Closers Aluminum Alloy Rousing iri-Slyb• Packing Closer bodies are constructed of a'special 7500 comes with screws, brackets and soffit aluminum alloy, carefully selected to plates to allow for regular, top jamb, and _ -accommodate interactive steel .componants . -parallel arm installations. '. and operating conditions. - Rack & Pinion Operation . Adjustahls Bactcleck ' Provides a smooth constant control of the Ca &40 Nolte door through its full opening and closing '. - Provides control of the door in the opening - cycle. 160' door swing can be achieved - cycle;.begirming at•appmrimatey 75e of door when door, frame, hardware and arm opening. It slows/cushions the door opening, - function do not interfere. ','- when the door is forcibly opened beyond its pre adj nsted limes. Non -hooded . with few exceptions all series 7500 and . Adjustahle' Beickcietk series 77W door closers are non -handed nbe Positio Vcoo ll-ve and can tie installed on either' gnt or ten ' hand swing doors. Pinion snuff extends opening position, where ` - vertically, through the closer body in both badkchech cushioning begins, to be adjusted to . directions. This permits, the closer.to he a greater door angle,up to a maximum of 20*. positioned an either right or left hand doors farther (appioximaley 95-). . for'most applications. Some options, as . - noted on pages 6.7, witl require that the Standard Molded Corner tand.of the closer. be spepi ied:. Is molded of high -impact UJ_ listed material . ' SWOOP SpoedCentral .Valve -' and covers the entire closer body assembly.; - Allows adjustment of door speed tram This cover is non -handed torall applications. • . thedoors full open position down to, approidmately IT from the closed position. . 'Latch Speed Control Value . 1. These Closers carrya limited ten-year warrant': against defect and life of the building on the Allows adjustment of door speed from aluminum housing. approximatey t0° down to the door's fully closed pas tion. Camadoa-Reshttat Door Closer . Optiooal.M011 Cover The series 750OSS door closers with molded . - This steel cover is non -handed for regular plastic cover are available for use where and parallel arm applications; but is handed corrosive corrditions exist This series is for top jamb applications. Cover is, available provided with zinc diecast adjustment valves. in sprayed or architectural plated finishes. a 440 grade stainless steel pinion shaft, an all aluminum body and. bronze doses arm . v .bushing: all other components and fasteners are of 302/303.9rade stainless steel. This product is available for standard regular arm, top jamb and parallel arm, oon-hold open, . applications only.. . Closer Noid ftonGlide' closer If is a specially formulated multi -viscosity hydraulic fluid that contains lubricity and an iroxidalion agents Ihahprovide optimum 'performance and efficiency. This fluid complements the interaction of the door closer's aluminum housing with its steel and zinc :components. while maintaining' stable viscosity to.allowthe.door closer to perform in ',temperatures ranging from extremely high to, as Irry as -400 F. -. . . Door Closer Power Options Series 7700 Swill Door Clow Is available infive different power sizes (2, 3, . 4, 5 or 6). Fach power she s adjustable up to . 50% stronger than the minimum closing force for that sae, as outlined in ANSI specification At56A. .' Series 7SOO AWK•dred Dnwr Closer Is adjustable through the eritim power range of door closer sized lhrough'6, as outlined in ANSI'sandar0 At56A.' The series 7500 also conforms to the . minimum opening force requirements of.the Americans with Disabilities Act (A.D.A.)'and ANSI standard At17.1 for interior doors.. Security Cover Is supplied standard with all series 7570/7770 door closers. This deep.drawn . steel cover is handed for all. applications. The cover is fastened lo'the closer body at two points on top and to the door closer body stand-offs at two points on the bottom_ . ssrauw.�ncsrcrr�.«r:.r_ti:�-r.:ss.:_•r.>s�•--u::_�r_:: In USA: 1.800.438.1951 or www.nonondoorcontrols.cam In Canada: 1.800.461.3007 or 2/05 t i•lational Guard Products, Inc. • 1-800-647-7874 Panic Thresholds 3 12' 91 ..62 Ibs.ltt. 891DKB .62IbsJft. T Typical Wall .090 T � n �l 3 5/B' 892 .61 1bsJll. 992DKB .61 IbsA1. Typilpl Wall .166 i t ._ it 3 11/16' 3 .66 lbsAl. lDKB .a6 msJfl. T -994 I .75 IbsAt. 3 12' Al' 197 .91 tbsJh. 7DKB .911bs./h. T —� Typical Wall.115 .� 1 t t 3 3/4- ;5 .60 IbsAt. ,..35DKB .6o lbsJh. 12' added to thresholds under 61' 1' added to thresholds over 61' Bumper Gasket Bumper gaskeling is used to provide a the door and seal against increase dto weather resistance of the threshold. Vinyl Foot Seal Ytrtyl foot seal is often used itstead of caulking to increase Cte weather resistanoe of the threshold. 810"x 1-12' FH zinc plated wood screws are included on mill finish thresholds up to 1/4' in height. Chemically treated stainless steel screws are pro- vided to match DkB finish. #12 x 1-12' FH zinc plated wood screws are included on mill finish thresholds 12' or higher. Chemically treated stainless steel screws are pro- vided to match DkB finish. S 11 9 .�I Nm -' SEALING SYSTEMS =EPS / BOTTOM 3/4" 19.05mm 1/4" — 6.35m _ 41.28mm U` 1 753SN/754SN DOOR SWEEP / BOTTOM • Provides door bottom protection against weather, light sound, insects and dust for new and existing doors. • Constructed of extruded aluminum housing with a durable solid Neoprene rubber seal for lasting performance. • Door sweep creates a positive contact seal with threshold or floor. • Slotted holes for easy adjustment. • See Price List for available finishes. • Supplied with #6 sheet metal screws. • 753SN Available in AL, DU,GL Finishes. • 754SN Available in CA, DU, GL Finishes. T 1/4"" 6.35mm t 2-1/4" 57.15m sr n+g 9,241Nd0- "EVERYTHING HINGES ON HAGERII 63Q �7 SEALING SYSTEMS NYLON BRUSH WEATHERSTRIP U` 803SB JAMB UP SEAL / NYLON BRUSH • Protects against weather, light.* sound Infiltration on now and -existing doors and frames without Impairing dogr,tatching et_ omo de closing uo continuous ous seal along head and, . • Slotted holes for easy adjustment. . • Nylon brush seats have been used to control air lbw around " doors, elevator doors, ra- . vohmy Mass doors, oorrugated garage doors and aircraft harper doors of every sae. • SuPPIled with 96 sheet metal screws_ • Available in AL, OU, GL Finishes. - 1 2 �_ - I ME - - 00-N-00 - ( DI US RAIN DRIP CAP • Used for door overhead protection- • Constructed of extruded aluminum. • Provides a solution for deflecting ran, snow of Other ekffwrK • See Price List for available finishes. • SuPPBed with e6 sheet metal screws. • Avalable in AL, OV, GL Finish- . F/Ajrsrf IV gtf Seae'lev j9Y 1 jWis 1? 1127mm I y4• . 19.05r1xn 1.18' —� 28.SBnvn BIDS 29132" 23I.01mm FRAME 1 FOR 88.90mm 74Q "EVERYTHING HINGES ON HAGM 1• SEALING SYSTEMS DOOR GASKETING ®0 to�891SN/SWSv JAMB -UP SEAL • Protects against weather, light and sound Infiltration on new and existing doors and . frames without Impairing door latching at. normal closing force. • Constructed of sturdy extruded aluminum' . hmZbtg with durable seating member 8g1SV . - Vint, 891SN - Neoprene: 8915S . S15:one. .. . • Provides continuous seal'along head and labs, • Sbtted holes for aasy adltrstmenl • Supplied with 26 sheet metal screws • Avatiablo in Al, DU, GL Finishes. 892SV U� JAMB -UP SEAL • Protects against weather, light and sound infritration on new and existing doors and frames without impairing door latching at nomtsl closing force. • Constructed of sturdy aluminum housing with durable vinyl seating member. • Provides continuous seal along head and lambs. • Slotted holes for easy adjustment Supplied with 06 sheet metal'sac". • Available In CA• DU, GL Finishes. I WIMM-0020F.WrAr fflp I 25.4mm Va .6.35iTTyn . 3/4----1-I� 19.05mm I 89/S . Fl/44* 6.35mr:1 3l4' 3/0- l"f 19.05m 9.53mm 892S PINISI+ 7n R� S�16cJl�r /3Y 17+ 0 6W 4 1 ArtslPX- 9.0Q "EVERYTHING HINGES ON HAGER EXTERIOR STAIN SPECIFICATIONS I I 9 0 EXTERIOR STAIN UNITED COATINGS CANTON TONE STAIN PIGMENTED WATER-REPELLENT STAIN / Jo 7� -$,�g Comma Pi-4o7os Frnj)a,r• c'I'gir.s Construction Products Division CANYON TONE STAIN My PIGMENTED WATER-REPELLENT STAIN Technical Data & Application Instructions PRODUCT DESCRIPTION CANYON TONE STAIN is a modified, water -based acrylic, penetrating pigmented sealer. It possesses superior color stability, ultraviolet resistance, alkali and pollution resistance, and water -repellency. Toning pigments are chemically suspended in the acrylic resins, thus eliminating settling and color variations on the structure. CANYON TONE STAIN is integrally locked into the substrate as a result of its low viscosity and microscopic penetration properties. It will not peel, crack or blister from a properly prepared concrete or masonry surface. CANYON TONE STAIN allows moisture vapor to escape from the building interior while, at the same time, provides excellent water - repellency on the exterior through the use of hydrophobic resins. BASIC USES CANYON TONE STAIN is a penetrating sealer and stain with excellent water-repellent properties for use on properly prepared above -grade, smooth or textured concrete, brick, stone or stucco. CANYON TONE STAIN corrects natural color imperfections in the substrate by imparting perma- nent color uniformity plus water -repellency without disturbing the natural texture of the substrate. It is not designed for application to horizontal surfaces. CANYON TONE STAIN is used as a uniform color finish on precast and poured concrete, glass fiber reinforced concrete, brick, stucco and stone surfaces. CANYON TONE STAIN is not designed to waterproof concrete block or other porous substrates. It can be used over masonry substrates to achieve color uniformity only. Contact UNITED's Technical Service Department for addi- tional information. As a water -based system, CANYON TONE STAIN can be used on interior surfaces as well as exterior. CANYON TONE STAIN complies with all VOC regulations. Highway bridge structures, sound walls, median barriers, foundations, tunnels, retaining walls and related building structures are all candidates for the application of CANYON TONE STAIN. -_ = UNITED COATINGS L 0 N G E V I i Y 0 v a E 5 1 G N PHYSICAL PROPERTIES TABLE I property Value Method Sulidn hs Weight 401<±'_) ASIM D2369 'oy V.rLunc 41,,, (t_s) Ao-IM U209 Weight l,cr Gullmi — �0:5 Ibx (m?) ,4STn1 D75 "i.'Co,uN i4fl. 15(x)ep, C%71 1 ASTNI D2196 Dm Time* 15 minutes ASTbt D1640 Cute Time* Ihour ASTNt D1640 Glo', 4.0 (60` Gardner) ASTM D523 Permeability 1 N Pcmms (1i 4 thy mil, AS'TNt P;9[, Adhesion to Cnncrt icAlaomy 7001h,Aq. in. (4,428kN) ASTVI D33ir) 1_o,, ,& HiTi Temp: -70 -1, In 200-1 *Dn' lime a,id cru'e time a175'F (241 C), 5090 R.H. X#119 CANYON TONE STAIN is available in a selection of natural toned colors. All other colors are custom matched by UNITED for the specific application. UNITED has the color tinting facilities to match vir- tually any color. Color chips or samples must be fur- nished to UNITED for all custom colors. CANYON TONE STAIN in standard and custom colors will yield an opaque finish. A translucent, flat or semi -gloss finish can be obtained by blend- ing the stain with Canyon Tone Accent Base or Acrysheen respectively. This semi -transparent stain will allow certain background aggregate colors to remain visible while uniformly toning the substrate. The entire surface, however, will be protected by a water-repellent finish. WARRANWP UNITED COATINGS warrants to the Building Owner that, when properly applied, CANYON TONE STAIN will not peel or flake, will have excellent color retention and uniformity, and will act as a water-repellent for a period of 10-years from the date of application. PERFORMANCE PROPERTIES TABLE 2 Property Test Procedures Value Resistance to Accelerated Color retention & ultraviolet resis- No deleterious effects. Color is Weathering Lance after 3,000 hours continuous within 5 N.B.S units as per ASTM exposure. in QUV Cabinet as per D2244 & D1729. No chalking or ASTM G23 flaking as per ASTM D659 & D722 Resistance to Natural Sunlight Color & gloss retention after 18,000 Color and gloss change less than 1 megalous of radiation exposure as CJE unit per ASTM 090 Reduction of Chloride Ion Sealed concrete panels tested as per CANYON TONE STAIN achieved a Penetration ASTM D1218 for chloride Ion resis- reduction of 73% @ 1.6 to 13 mm Lance penetration and 94% @ 13 to 25 mm penetration Resistance to Wind Driven Rain Rilem Tube Method #11.4 used to deter- O penetration @ 4 dry mils (102 mine the ability to reduce water penetra- microns) after 60 minutes exposure tion in a pressurized environment Resistance to Salt Spray* Harshaw Salt Spray Cabinet — No deleterious effects; no color ASTM B 117 (5% sodium chloride fade and no efflorescence -after fog solution) 500 hours No signs of discoloration after 15 Resistance to Sulfide Immersion in saturated Hydrogen Stainingt Sulfide - ASTM D1712 minutes Resistance to Chemical Immersion in the following solutions No softening; very slight color change Reagents° for 7 days: 10% Sodium Hydroxide 10% Ammonium Hydroxide No softening; very slight color change Mineral Spirits KB Value 38 No softening or color change ADVANTAGES *Test conducted with CANYON TONE STAIN on concrete masonry blocks. %Sulfide gas is a common industrial pollutant, which discolors the pigment in many stains. *Sodium Hydroxide and Ammonium Hydroxide were tested to show CANYON TONE STAIN'S resistance to alkaline conditions found in concrete and masonry. Mineral Spirits is commonly used for graffiti removal. • Uniformity of Appearance: CANYON TONE STAIN contains a relatively low degree of pigmentation. Depending upon the desired color, a maximum of I pound of ton- ing pigments are used per 1 gallon (3.8 liters) of finished product. These toning pigments are chemically suspended in solution at all times by a proven process that eliminates set- tling and color variations on the structure. • Color Retention: Toning pigments used in CANYON TONE STAIN standard colors are laminar silicates, titanium dioxide and inor- ganic oxides. These non -fading toning pig- ments are as durable as natural stone and will greatly resist ultraviolet and ozone attack. • Single Package: CANYON TONE STAIN is a ready -to -use material after mixing. It has no pot life problems. Shelf life is unlimited. • Fast Application: CANYON TONE STAIN dries quickly and can be rapidly applied in 2 coats over most surfaces. Certain smooth and/or dense substrates can be coated in a single appli- cation utilizing a cross -hatch technique. Non -Oxidizing: CANYON TONE STAIN does not contain any ingredients that will oxidize, such as vegetable and marine oils, paraffins, stearates or organic pigments, which cause rapid degradation and allow moisture intrusion. CANYON TONE STAIN contains pure, non -yellowing acrylic polymers. There are no filler resins or plasticizers. • Non -Lapping: CANYON TONE STAIN uti- lizes a unique acrylic resin formulation which, together with its low degree of pig- mentation and sheen, virtually eliminates lap - marks under most application conditions. • Water -Based: Non -toxic and odor free for easy, safe application on both interior and exterior surfaces. Meets all Federal, State and Local V.O.C. requirements. • No peeling or Flaking: Due to the micro - penetrating qualities and tenacious adhesion of CANYON TONE STAIN to concrete and masonry surfaces, the stain weathers like nat- ural concrete and does not peel or flake from the substrate as do typical "paint" finishes. SURFACE PREPARATION APPLICATION All surfaces must be structurally sound, clean, dry, fully cured, and free from dust, curing agents or form release agents, efflorescence, scale or other foreign materials. All previous coatings on the substrate must be completely removed to allow for proper penetration. CANYON TONE STAIN is a natural penetrating stain. It is not designed to form a heavy "paint - like" film. If CANYON TONE STAIN is unable to penetrate, it will form a surface film. Surfaces such as glazed or dense brick, glass fiber rein- forced concrete, and smooth dense concrete must be sweep sandblasted prior to application of CANYON TONE STAIN to allow for maximum penetration. Although CANYON TONE STAIN has been used successfully on numerous recoat pro- jects over a wide range of existing paints and coat- ings, a test area should always be applied to verify compatibility. CANYON TONE STAIN will pro- vide the same color stable, water-repellent proper- ties, however, adhesion to the substrate will depend on the bond of the existing paint or coating. It is suggested that UNITED COATINGS' Technical Service Department be contacted for recommendations prior to application of CANYON TONE STAIN on any substrate where there is any doubt as to the ability of CANYON TONE STAIN to properly penetrate that particu- lar substrate. ESTIMATED TOTAL COVERAGE RATES TABLE 3 Surface Total Square Feet/ Gallon — Estimated Concrete Cast -In -Place* 150 (3.7 m2/1) Precast* 150 (3.7 m2Q) Glass Fiber Reinforced' Concrete (GFRC)* 150 (3.7 m2/1) Concrete Block 1 Contact UNITED's Technical Services Department for specific recommendations over concrete block Brickt 75 (1.9 m2/1) Stucco Spray-Ont 50 (1.3 m2/1) Troweled} 100(2.4 m2/1) *Apply approximately 'h the total number of gallons in each of the two (2) separate applications. f Apply approximately 2A the total number of gallons on the 18t application and the remaining ih total number of gallons on the 2nd application. Note: The above absorption (coverage) rates are pro- vided for estimating purposes only. Absorption rates will depend upon the texture and porosity of the sub. strate. Allow for extra surface area when estimating coverage for raked joints and fluted or split -face sur- faces. Estimated coverage rates are totals for two coats. CANYON TONE STAIN may be applied by roller or airless spray equipment. Any airless spray equipment capable of 1,000 psi (6,980 kPa) and %2 gallon per minute (1.9 I/minute) delivery can be used for apply- ing CANYON TONE STAIN. Utilize higher capacity spray equipment on large projects for maximum pro- duction. A reversible self-cleaning spray tip with ori- fice size of .015" to .021" (.38 to .53 millimeters) and minimum 40 degree fan angle is recommended. Brush or roller application is recommended only for edg- ing work and for confined areas that would require exten- sive masking or protection from spray during application. When applying CANYON TONE STAIN with a brush or roller, exercise care so as not to apply material at a coverage rate exceeding that which has been spray applied. If two separate applications are applied utilizing two or more methods of application, and different cover- age rates for each method, variations in the finish sheen could result. Refer to Table 3 on Estimated Coverage Rates for' type of substrate and approximate total coverage rate per gallon. The coverage rates listed are the approximate total for two (2) separate applications. These figures are provided for guideline use only. CANYON TONE STAIN is applied in a minimum of two separate coats on most applications. The first application shall achieve an indepth penetrating color base. The second application shall achieve color uni- formity, aesthetic satin tone and water -repellency. The second application can be applied as soon as the first application is dry. CANYON TONE STAIN over some smooth and/or dense surfaces is capable of being applied in a single coat application. A cross- hatch (vertical/horizontal) spray technique must be employed. Wherever possible, either spray to a termi- nation point or maintain a wet edge. Darker colors applied over light colored substrates may require a second coat for full color uniformity. Exceptionally coarse and/or porous substrates may require a third coat of CANYON TONE STAIN to achieve uniform color and sheen. Each application shall first be in a uniform horizontal direction, followed by a uniform overlapping vertical direction. When applying CANYON TONE STAIN to ribbed, fluted, split face or other textured finishes, care must be taken to apply the stain from various angles to ensure that all surfaces are evenly coated. Gun shall be held perpendicular to and not more than 18" from the wall. Care should be taken during appli- cation to prevent runs or sags. Backrolling is an effec- tive method of achieving hide over coarse or porous surfaces. The Applicator should apply a field test on a small, inconspicuous area of the actual building surface to determine the best absorption rate to achieve color uniformity. Refer to paragraph entitled Sample Area Application. Use soap and water to thoroughly flush equipment. Purge water from equipment using Mineral Spirits or Cellosolve solvent. Leave the solvent in the lines and equipment until the next use. SAMPLE AREA APPLICATION PACKAGING & MIXING UNITED recommends that a sample area appli- cation be applied by the Contractor, using the desired CANYON TONE STAIN color. Approval shall then be obtained prior to any general application of the material. Sample application shall be conducted on an inconspic- uous area on the actual building (minimum 50 square feet) (3.7 1112). Applying the desired CANYON TONE STAIN color to a sample area will determine the best absorption rate to achieve color uniformity, as well as determine suitability of the application technique employed. Final appearance is affect- ed by absorption rate, surface texture and color, porosity of the substrate and application tech- nique. For these reasons, written approval should be obtained from the Architect and/or Building Owner prior to proceeding with the general application. Approved sample area shall serve as a standard of comparison with respect to color and overall appearance. APPLICATION TIPS Whenever CANYON TONE STAIN is ordered by a customer, every effort is made to send all containers of the CANYON TONE STAIN color in the same batch number. However, due to fluctuations in inventory levels, there are occasions when different batch numbers of the same color are sent to complete an order. Whenever this occurs, it is the sole responsibili- ty of the CANYON TONE STAIN Applicator to make certain that 'only one batch number is used on any side of the building. Different batch numbers cannot be used on the same wall unless they are "boxed" or mixed together to insure total color uniformity: When pre -cast panels or GFRC panels are stained at the factory and later constructed at the building jobsite, the Contractor must be certain that all panels attached on one side of a building are stained with the same batch number of CANYON TONE STAIN. 1. NITE® COATINGS CANYON TONE STAIN is a single component, ready -to -use material available in 5-gallon (19 liter) pails and 55-gallon (209 liter) drums. Material shall be thoroughly mixed for a minimum of five (5) minutes prior to application. Do, not thin the material. Use a power mixer with a blade capa- ble of uniformly mixing the entire container. Periodically agitate the material during application to ensure even distribution of. the pigment. Shelf life in unopened containers is unlimited. Material should be stored at temperatures no lower than 40aF (4aC), or higher than 100aF (38aC). Do not open containers until ready to use the material. LIMITATIONS & PRECAUTIONS CANYON TONE STAIN will freeze and become unusable at temperatures below 32°F (0*Q. Do not ship or store unless protection from freezing is available. Do not apply CANYON TONE STAIN at temperatures below 50aF (10aC) or when there is a possibility of temperatures falling below 32°F (0*Q within a 6 hour period after application. CANYON TONE STAIN requires complete evapo- ration of water to achieve cured properties. Cool temperatures and high humidity will retard cure. Do not apply if weather conditions will not permit complete drying of material before rain, dew, fog or freezing temperatures. CANYON TONE STAIN is a low viscosity materi- al designed to provide color uniformity and water repellency without disturbing the natural texture of the substrate. It is not designed to fill or water- proof porous substrates under wind driven rain or other severe conditions. For applications requir- ing waterproofing, a membrane -forming coating such as UNITED's Aquathon, Dura-Tex or Uni- Tex should be utilized. Avoid breathing of vapor or spray mist. For exterior applications, approved (MSHA/NIOSH) chemical car- tridge respirator should be worn by Applicator. For interior applications, provide mechanical exhaust ven- tilation. Air line masks or positive pressure hose masks should be worn during interior applications. For additional. information on safety requirements, refer to OSHA guidelines and CANYON TONE STAIN Material Safety Data Sheet. L O N G E V I T Y .a Y. D E S I G N 19011 E. Cataldo Ave. • Grcenacres, WA 99016 (509) 926-7143 • Fax: (509) 928-1116 (800) 541-4383 • www.unitcdcoatings.com Om pna/wtr arc gaa. 'a"d rn amrt ennldiahrd ymdirc nerrnd.varrclardr. LJrmaoim nw,mined in.wr rnhniml dmu ie durdm kbrm wva.d�ddrraing, bar ir.rab%nt In rhnnge u,*Ntur priar mxi". No gwmaueer ifoom ran' are ghwn or inydied, nor doe UNITED acnane any re.vkvuibiliNfilr onetage. pe,?lnna,jce orinjuriew reu ffing fern Manage. Imrdling or use of mu p aduu, jiabilin. if it limind m prrdw rrplacenrun or. tf opplicable. In the lrTu voted %ithin the exemed (IRI%KI wrranly. EASI-SET COLOR BROCHURE Mftm m m m m m m stm m m m m m mqm 11 Simple site preparation, no footings required. Delivered pre -assembled to site, including roof and floor; St. Catharines, Ontario. Finishes EASI-Brick Site Preparation and Installation EASI-SE71 Precast Buildings are easily transported and installed. Because no foundations or footings are required, a level four -inch layer of sand or crushed stone on an approved sub -grade is all the preparation required. We complete your installation within a few hours. The EASI-SEr, / EASI-SPAN' Precast Building... Installed in a day for a lifetime of protection. 2:15 p.m. Installed in a matter of hours. Colors and Textures of natural materials may vary by region. Additional finishes availahle. Exposed Stone Broom Skip Trowel Demand the Best Look for the EASI-SET° door plaque for your assurance of quality, durability, and satisfaction. WRITE ... OR CALL TODAY For all you need in a building... EASI-SET® is the answer. 9316 Reid Lake Drive Houston, TX 77064 Phone: 713-896-0994 Fax: 713-896-0762 ® Available throughout North America from Licensees of 6AS1-SET® INDUSTRIES, Midland, VA 22728 (800) 547-4045 www.easi-set.com/bidg Printed in USA 11 11 11 11 11 11 1 1 1 1 1 1 8 I EASI�+ �+ r -SE7'R Steel Reinforced Precast Concrete Buildings. The original and industry leader in transportable concrete buildings advances its patented post -tensioned building system to provide even greater weather -tightness and impact resistance. EASI-SET® provides durability, flexibility, convenience, and cost-effectiveness for long-lasting security. • Impact resistant: upgraded post - tensioned design increases average compressive strengths by 28% and increases distribution of radial compressive forces by 33%. • Weather -tight. special roof and floor design provides superior water -tight construction. Interior and exterior panel joints are caulked with polyurethane concrete sealant. • Maintenance Free., will not rust, warp, corrode, rot, or burn and retains finish without maintenance. • Heavy Duty Construction: galvanized insulated doors, deluxe door hardware and extruded aluminum threshold with integral seal are a few of the quality features. Secure • Vandal resistant. steel reinforced precast concrete construction, tamper -proof hinges, dead -bolt locks, and steel doors. • Bullet resistant: UL752 — Level 4 bullet resistance. See page 7 • Fire resistant: standard fire rating of 1.5 hours. Additional protection available. • Earthquake resistant: Seismic Zone 4 rating. • Hurricane resistant: withstands up to 130 m.p.h. wind loads (150 mph available) Fallen ancient Oak Tree causes no damage. Coverphoto: 20' x 40' expandable EAST -SPAN control building, Culpeper Light and Power, Culpeper, VA. Complete installation in only two days. Improved post -tensioned roof design withstands the impact of a 100 pound block of ice dropped from 200' without any internal or external damage. Versatile • Unsurpassed range of sizes: Standard sizes: 10' x 12% 12' x 16', and 12' x 20' outside dimensions. Custom designs and sizes available. Ultra -large sizes: EASI-SPAN®, the only expandable precast concrete building in the industry, is available in 20', 24', 30', and 40' clear roof spans ... the largest transport- able precast concrete building in the industry. See page 5 • Exterior finish choices: a variety of finishes for compat- ibility with any surroundings or adjacent buildings • Unlimited optional features: buildings can be shipped equipped for all Walnut Creek pump station building applications. See page 4 with optional roof detail, Lancaster, NY. 1 t IF 1.1 EAST -SST° SPECIFICATIONS GENERAL SPECIFICATIONS STANDARD BUILDING Meets BOCA, SBC, UBC, ICBO, UL, ANSI, and ACI requirements Patented in USA and Canada • Standard EASI-SET Building Dimensions: Exterior - 10' x 12', 12' x 16', 12' x 20', custom sizes available • Interior Heights - 8% additional heights available • 5,000 psi steel -reinforced concrete • Standard double doors, 6' x 6'-8" x 13/4", 18 gauge galvanized steel, insulated, tamper -proof hinges, dead -bolt lock, adjustable mechanical door hold open arm, door stop & holder, rain guard • Extruded aluminum threshold with integral neoprene seal • Two screened aluminum vents, minimum 7" x 18", 12.5 gauge • Post -tensioned roof and floor, each by a single continuous tendon, creating radial compression in the roof and floor • Sloped roof panel with prefabricated, architectural ribbed edge' • Exclusive turned down roof with built-in drip edge • Roof load capacity: 60 psf standard; higher loadings available • Wind load: 130 mph standard; higher loadings available • Standard brick finish; exposed aggregate and other finishes optional • Bullet tested to UL 752, Level 4 (30 caliber rifle fired at 152) • Floor load: 250 psf standard; additional capacities available ADDITIONAL SPECIFICATIONS EASI-SPAN" BUILDING • Standard EASI-SPAN Building Dimensions: Widths: 20', 24', 30', and 40' Lengths: any length in multiples of 10' • Interior Heights - 9'-0"; additional heights available • Horizontal precast roof and floor joints sealed water -tight with polymer concrete grouted key ways and longitudinal post -tensioning. (Post - tensioning creates the equivalence of a monolithic two-way slab design) • Field erected on EASI-SPAN® precast concrete floor slab or customer's slab -on -grade, or delivered pre -assembled in sections • Optional expandability feature; structural integrity & water tightness maintained when expanded ADDITIONAL SPECIFICATIONS EASI-SET° HAZARDOUS MATERIAL STORAGE BUILDING Meets requirementsfor: EPASpill Containmentrequirements40CFR Par.264.175, ACI-318-93 "Building Code Requirements for Reinforced Concrete,"Concrete Reinforcing Institute "Manual of Standard Practice" and ANSI "Building Code Requirements for Minimum Design Loads in Buildings and Other Structures" • Larger secondary spill containment sump available • Non -corrosive, skid resistant clean -out floor grating (may be omitted) • Extruded aluminum threshold • 6' x 6' 8" double steel doors with standard 1.0 hour fire rating (higher ratings available) HAZARDOUS MATERIAL STORAGE BUILDING: Since we cannot anticipate all conditions under which this information and our product, or the products of other manufacturers in combination with our products, may be used, we accept no responsibility for results obtained by the application of this information or the safety and suitability of our products, eitheralone orin combination with other products. Users are aWised to makethetrown teststodetermine the safety and suitability of each such product fortheirom purposes. unless otherwise agreed in writing, we sell the products without warranty and buyers and users assume all responsibility and liability for loss or damage arising from the handling and use or of our products, whether used alone or in combinationwlth other products. 'Some standard features are not available on custom sized buildings. Contact your EASI-SETS Manufacturer for detailed specifications. Autocad drawings specifications are available on disk or via e-mail Hazardous Material Storage Building; Grand Ole Opry, Nashville, TN. Outback Restroom Building; Midland, VA. Federal Detention Facility Guard House; Batavia, NY. 2 7 SASI-SST° offers the largest selection of sizes, options and custom designs, filling virtually limitless applications. Communication Equipment Housing; Chicago, IL. Communications Fiber optic regenerator huts, switching stations and microwave transmission shelters; cellular phone and PCS sites, and other pre -finished equipment shelters. Generator Building Oliver City Sanitary Sewer System; Warrenton, VA. Utilities Electrical switching stations and transformer housing; gas control shelters and valve enclosures; water and wastewater treatment facilities; pumping stations; reduced pressure zone and water meter enclosures; and storage of contaminated substances. Restroom Building; L.n 1 egas, NV Government, School, and Municipal Weather and pollution monitoring stations, military storage, equipment housing and electronic operations, hazardous and flammable materials storage with spill containment, park vending enclosure, restrooms, and ticket kiosks, traffic control systems, school maintenance and athletic equipment storage, airport lighting control and transmitter housing, and law enforcement evidence or ammunition storage. City of Houston Water Bottling Plant Houston, TX. Commercial and Industrial Electro-mechanical housing, maintenance equipment storage, electrical controls, pump enclosures, restrooms, hazardous and flammable materi- als storage with spill containment, emergency generator shelters, gate houses, food or bottle storage, and irrigation system housing. 11 1 1 EASI-SET® The nationwide network of licensed manufacturers ensures availability of the highest quality building where you want it and when you want it. 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Quick installation of Navigational Aide Building at Dulles International Airport. Thank you for your help in the purchase of two 12' x 16' precast concrete buildings. Due to network expansion, AT&T placed additional equipment at critical locations to satisfy customer requirements. My territory needed building expansion • at two sites, and the due dares required quick delivery (� and short setup. MIA/I These buildings provide maximum security for our equipment and require minimum site preparation. They were delivered on time, set quickly and 0 correctly. Within just a few hours the building was ready for HVAC and electrical installations, All of our due dates were either met or bettered by using your buildings rather than conventional construction. We have used this technique also in �� West Virginia and Western Pennsylvania with the same excellent results. I plan to utilize EASI-SET Buildings for our future network needs. Sincerely, Gregory A. Carter Building Engineer, AT&T Practical • Saves time and gets your site operational fast: quick installation and simple site preparation. With built-in floor, no footings or foundations are necessary unless required by local codes. • Decreases maintenance expenses: durability and vandal resistant features. • Saves money: costs much less and eliminates many inherent costs of comparable built in place construction. • Relocatable: can be moved when needs change. Weathertight Features Turn -Down Roof The prefabricated turn -down roof caps the walls with an architectural ribbed edge. This design protects the roof joint from direct exposure to driving rain and provides a drip edge which prevents moisture penetration, ensuring a watertight interior. Above Door Rain Guard Drip edge protection increases water tightness. Galvanized Door and Frame are specially reinforced for high quality mechanical hold open arm. Step -Down Floor lr4' Perimeter of floor is recessed so that the wall joint is below top of floor for additional watertight integrity. Raised Aluminum Threshold Extruded aluminum threshold with integral neoprene seal provides unsurpassed moisture, dust, and pest resistance. Unique Radial Post - Tension Design Provides superior weathertight construction. EAS -SST° SPECIAL BUILDINGS Spill Containment EASI-SET* HAZARDOUS MATERIAL STORAGE BUILDING Maximum Security and Protection STANDARD FEATURES • Standard building sizes: 10' x 12' x 8' 8" and 12' x 20' x 8' 8" with storage capacities of 20 and 45 drums, respectively. • Crack and water penetration resistance: 4" thick steel - reinforced, post -tensioned roof and floor slabs. • Easy access: double steel entry doors. • Greater containment capabilities: secondary spill containment sump holds more than 33% of drum storage capacity (more than three times the minimum EPA required sump capacity specified in 40 CFR Par. 264.175-3). • Safe: galvanized steel or fiberglass grating to elevate containers from floor surface (corrosion resistant fiberglass provides 250 psf loading, skid -resistance, and spark resistance). SOME OPTIONS • Larger containment capacities. • Customized duct, pipe, or wire openings. • Special corrosion resistant epoxy coatings. • Static grounding systems to prevent sparks. • Fire rated doors. • Interior climate controls. • Fire, security, and spill alarm systems and fire protection systems with sprinkler and/or dry chemical fire suppression systems. • Explosion -proof lighting and electrical systems. • Custom explosion -relief panels. D.O.T. and N.F.P.A. warning signs and placards; ventilation systems prevent hazardous vapor accumulation. Roll -up garage doors. • Non -corrosive doors and hardware. Building povides spill containment protection. Ultra -Large Buf try. EASI-SPAN'' EXPANDABLE BUILDING ' • Self-supporting clear span roof available in widths of 20', 24', 30', and 40'. • Sizes: combine widths in multiple lengths of 10' for overall lengths of 20' to 100'. • Easily transported and installed • No footing or foundation required • Expandable: The only precast building in the industry with the option to expand the length as requirements change. .Additional sections can be attached to existing structure. All sizes are available through the EASI-SEr ' network of licensed North American manufacturers. EASI-SPAN' expandable precast buildings... ' installed in a day for a lifetime of security. The advanced engineering capabilities of EASI-SET and its manufacturing network allow the design and production of bigger, more specialized buildings to meet your specific needs. EASI-SEr provides the largest pre-engineered transportable precast concrete building in the indus- The optional EXPANDABLE feature is available ONLY from EASI-SET°. The original structural and water -tight integrity is maintained during expansion. Electrical Substation, Jamestown Board of Public Utilities; Jamestown, NY. Communication Equipment Housing; Independent Hill, VA. Gas Meter Station, National Fuel Gas; Grand Island, NY. Unobstructed 30' x 60'space allows room for large equipment. z s, ZZZ RECEIVED:=` AUG 2 9 2005 3N c f P,FR--- 7 Equipment & Force iTa,v Pice uP- 6 z i'7- /L9icc�R�- ----- V/tlT ifR_ s_a+nfJ _ _ Skilled Intermediate M Weather (,j_&,o . Lp_7 7 _ !h: 7 / Rem c on - Tlma Cnarpee DAY/ 5 m �5180 �2oog /2:OO.t/ee.d o,d 8IT oS Gvrir A�aFM O.v /-z iNe-NBRAI DateNu�us�/ �� /�OLJQ6I_�— r._ 7 (.BEST ENS o_� Aa/D_ LuN_kiA y /_Z Signature w H I 11 0 1`I 16 o q pF a o J 1 Date �y�u ST 2$�-�� , oc� /. &JEEYG % Equlp ent&Force skuled Inte"eUlate Weather Remarks on EVI -s- 1 a G . K�L1t[cT_f?4+cE_/agFr No 6. 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Stopped m Weather -n=C'—Charges 7,4 RAY 047/ft 9 �A, go ZZ-61- 7—v -5r -r, .--EI,VED AUG 2 o. C-45� S, Equipment & Force Skilled I ;jG wolf %r V ,C4,W : GE -Re 41 v 1-14,l7, c r,✓ 44PCAr- lalleaz� 4/63-312- 6A6a- - 4- /N__C. ,.i-•i Skilled Fi1�'� �. InlenneUleto Dale --.--1&a<iST 71-z c--S..-._.. :v O3 —_—_ llkmture �— -- _ -- c � ~ F F FI F FI $$3y N 9H WE Et. S Equipment S Force w _ Ly_co 7- ;.r4 -47--7-0 'ter' 2 " P67 a g. T� �S - _ %O'-V� /�ct=r'rt[ L.JBST ErAID ZA.xlss2i��'r _- ------ Skilled Intermeolete uneklnee .__ Supervisory - Slertao �;QD p M BPerotlone `�O M .... —_ �v tt PPeG v-7 �.—_.—__ Weather Tmm roe—Droy Ly ocL� 0 J . 3q a0 EN WEE/C.. S N Equipment a Fome - - -_7-'_G.�N 2 41 ;i F3O9- CAW Jod dd � �o_LGatt - Skliletl Intemteelate Unskilled / Date 4LlGL/ET �j,-Zoos _Turszr� — I' _ F'ee7 _-._— ..... � X_T_U.2 E� /SSU_ED /�or'iain �o �t R_1i✓ I Z-.3_0-.._. 441- _ pp __ _ �"c.•-7. /�_ $_9__ D.EG_�eES � ._T'Cc/o � Z/ LeaaS.. ..- DG _ �Q•' i S_iPM.-..C4.3a_,vr_r_-� Z_._Lr.�rt=_.2_,{a-P_�"'=- -- _ T2 e Nei as._Lo_C�A.r�--2--.L/.�__D.Uc� ---- _ Tr.+�..-� No_u.�r._i2Enrr_!, _8_� Fi = /_T_Ea�, �-!�a•S"i . -" nsr• Sn7s // Gppe�t Q _-�roc_Z'..:._Su.4_D__�t� - ��2�7_'_ir�,• L!!o-s"/_- M vep -- •S„ 35 � N U F f vg SN EQUlpment 6 Force JLoB T2sic-�-oGF,cE ! -- --- 7¢-- -/- :._ Box 77LerX _ IMermadiate Unekillea -- BuperHeery _— Ope-Uwe p M Btanetl G:00 Ii M 8toppad Weather ......_ - Remarks on nme char;,. PAY 3/ mF_/6b t Date Zaor /nL€DN�T�Ay_— l�._riri_E� 2�vc.�ay_Lz_3o C_LoswrzE sc�r_E�z.v.�,Eo ----- _ L 8G7_-3 _hl�T_i4LC._4.J5• - - - -411 os ,,, �A-No_G_Aw6 -e. 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