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HomeMy WebLinkAboutApplication- PermitGarfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 C3 •-bEV 6 ,) f(,,/ .93()L,_ Job Address NO. ct Nature of Work Building Permit Sjt—W_et,' Use of Building Owner j .� Contractor Cu) a Amount of Permit S Date Clerk --)_`1 L e y r GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 945-8212 INSPECTION LINE: (970)384 5003 PERMIT NO l PARCEL/SCHEDULE NO. Z3i S — 01 y -€.)0 -) 45 JOB ADDRESS: i) 3 Z .21.7 c") eTJ 1 LOT 140. a BOCK NO. T S1JBI)LViSIONIJ TION ' (� lam.°�. AfpiZiIJl�G1=L , 1 S IG.%�S�l/ 2 MGR YOlGis-1,tl,A �1�1 LI;55 ADDS= 12 i• Ess S 5'r,il�,�` � 9-7 a i4S-�SI� w« SOS �72-C%S7 3 _ + -7 1 L6^ NO 3.3 4 Al,®c'[ /4") c. t r Y l� 1 5 , ll'' '} _ r_ 1 Amz,� L I J (;. S • . S -.J n sl Gpp 75 o "L l I I l- 1 k; 5SQ. ` Pr OF MOLDING 3 42- SQ 0Q. PT. 0,I0r J o o S S? I= 5601111 I +_ 11 -ir Mo crr PLUMB 6 imE Cr BDII A• . IJUw,kwUt-) I GLUE, LI An I,IL1,�n— /1G1LL7If 7 DEDDLIWIPSILZ. FL.„gi.,,1;1 7r - r�1. i CJS` `=il-r.kizzIL1+Yl: r15�LJf�.`L ; a A + 1 L I' • R ►n_/A LLS i wT5 1rJ71. h- +:'- s '_ P rk+4-r _ x C�i,l rl ..e 8 CLASS alsWILL (11) IMOcA�ICei aALTESApOPI MEM mum 9 Nl,4 n sOXISIBLZ cAS7011% , . 10 LV o CWa1VEWAY PEWIT �J�A mei sox IMAM DEOSAL(TIC ILf J "i Mona PLAN 164jyy vAYAAt�oPw�CP qy S O c� D a J vawnari - IC 3 ,��`N' mom. CONOMEINB. NOTICE A SEPARATE ELECTRICAL PERMIT 15 REQUIRED AND MUST BR ISSUED BY DIE STATE OF COLORADO.II 445.'34 PLAN C NECKF$E: PER141Ti : 3.76 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED TS NOT COMMENCED WITHIN 110 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF ISO DAYS AT ANY TBdE AFTER WORK LS COM IENCTD. • TOTAL FEE DATE PERMIT ISSUED: 147 37. 427 J I HEREBY CERTIFY THAT I HAVE !LEAD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRITE AND CORRECT. ALL PROVISIONS OF LAWS HEREI NIOR THISNOT. TYPE OF . ' F AFCOMPLIED yam vairmER P�r DOES NOT PRESUME T� HEREIN rTs QR NOT. y N OCC: GROUP:lgagiettlie- CONST: TYPHI: V OF ANY OI STATE OR AUTHORTTYTO■ • MN THE PROVISIONS LOCAL WAW r , ' UCTLON OK TIM PERFORMANCE OF I' ODNSTR f 4 ZONING: () v, In k iL - I n L / SETBACKS: 9p -* 007 .1 iv lif fte " ' .. 111 li ide "•/IIIAr MANU. HOME: L¢DS NO. &FEE: -^' a 'argil./ . r�7 a r AFT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNED CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTI DETAB ED ON PLANS AND SPECIFICATIONS SUMMED TO AND REVIEWED BY THE BUILDINGEOZPARTMENT. 1N CONSIDERATION OF THE ISSUANCE OF THIS PER TIS SIGNER HEREBY AGREES ID COMPLY wan AIL BUDDING CODES AND LAND USE REGULATIONS ADOPT GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.21.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES TEAT IF THE ABOVE SAID ORDINANCES ARE NOT - COMPLIED WITH IN THE LOCATION, ERECTION. CONSTRUCTION AND USE OF TEE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOT ICH TEM COUNTY AND THAT THEN AND THERE IT SHAIY. BECOME NULL AND VOID. TEE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTE2R DATA SEAIL PHOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER. RECNIRIN CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OMER DATA OIL IRO PREVENTLNG BUILDING OPERATION BEING CARRIED ON TEEAECINDER WY VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THRs REVIEW OF THE BUBAdTFLED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDVCTED Iii DOES NOT CON5TITUTE AN ACCEPTANCE O` RESPONSIBILITIES OR LIABILHIPS BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE 1RESPONSTSILIIY FOR THESE ITEMS AND IMPLEME - DEEM0OONSIRUGIIONRESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER. AND OWNER COMMIS ARE INTENDED TO RE CONSERVATIVE ANI) IN OF THE OWNERS DIMMEST. Gerforro.cal J I MIRED Y ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. INITIAL The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guazd rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # -(1 I Signature Bpcont082002 Date PLAN REVIEW CHECKLIST Applicant 040k ( Date . -0 S—X....C.,470/1 Building ,_/Engineered Foundation a4. Driveway Permit /Surveyed Site Plan ildt.Septic Permit and Setbacks Grade/Topography 30% ,1A Attach Residential Plan Review List ✓Minimum Application Questionnaire f.,4 / Subdivision Plat Notes ALL Fire Department Review ✓ Valuation Determination/Fees -/Zed Line Plans/Stamps/Sticker ,t,,{, 4 Attach Conditions ✓ Application Signed '4lan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes ?Ift,es,- ci)4. Sip MiL• j Rg4--A-In-mittt, A.D4ssu ¢ nip. But4w/i4c1 m2127-- 7-0 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction Under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following 1 checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24'm and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a rooting framing plan, roof must be designed to withstand a 40 pound per square foot. up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windioad of 15 pounds per square foot and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. NOTE: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes ✓ 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on 2 the design. Yes No Not necessary for this project 3. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes ,✓ No Not necessary for this project 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No Not necessary for this project ,✓ 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes ✓ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes ✓ No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes ✓ No Not necessary for this project 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? / Yes No Not necessary for this project 10. Do the plans include design loads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes ,/ No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Chapter 16 and Tables 16A, 16B and 16C? Yes ./ No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes / No Not necessary for this project 3 13. Is the wind speed and exposure design included in the plan? Yes t/ No Not necessary for this project 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ,./ No Not necessary for this project 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes / No Not necessary for this project 16. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the,eave down to existing grade contours? Yes ./ No Not necessary for this project 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? / Yes No Not necessary for this project 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 31?/ Yes No Not necessary for this project 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with t e requirements of the Uniform Building Code? Yes No Not necessary for this project 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? / Yes No Not necessary for this project 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed gla panels; shower doors and tub enclosures and specify safety glazing for these reqs? Yes No Not necessary for this project 22. Do the plans include a complete design for all mechanical systems planned for installati in this building? Yes / No Not necessary for this project 4 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the Uniform Building Code Table 5-A) Yes I No Not necessary for this project 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes `/ No Not necessary for this project 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters jndicated on the plan? Yes ✓ No Not necessary for this project 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities both sexes? Yes No Not necessary for this project ,/ 27. Do the plans indicate that restrooms and access to the building re handicapped accessible? Yes No Not necessary for this project 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes ✓ No 29. Have you designed or had this plan designed while considering building and other construc n code requirements? Yes No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes -/ No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield Countoning Resolution for setbacks. Yes No 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes ( No 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you 5 1' pick up your building permit? Yes / No 34. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes ✓ No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply w)th the Uniform Codes? Yes , No 36. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale, in the afternoon. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re -inspection fee? Yes v No 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes 1/ No 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be requ' ed at time of inspection. Yes i/ No 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to submittal pf the building permit application? Your attention in this is appreciated. Yes V No 41. Do you know that the local fire district may esquire you to submit plans for their review of fire safety issues? Yes ✓ No (Please check with the building department about this requirement) 6 I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. iSIhI:' I/ Signature %�/ 4/4 Date 4/0 /r/61-- Phone: 30� -750- 6-19? ays); (evenings) Project Name: 44i �,A W, rz c. co; 4i, �I� Project Address: 03 2�0 Coe_ V c.nb Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could 7 Gtech HEPWORTH - PAWLAK GEOTECHNICAL - Herworth•Pawfak Geotechnical, Inc. 5020 County Road 154 Glenwood Spring, Colorado 81601 Phone: 970-945-7988 Fax- 970-945-3454 ernad hpgeo@hpgeotech corn SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED VERIZON CELL SITE ANCILLARY EQUIPMENT BUILDING 3240 CORYELL RIDGE ROAD GARFIELD COUNTY, COLORADO JOB NO. 103212 APRIL 10, 2003 PREPARED FOR: KDC ARCHITECTS -ENGINEERS, P.C. ATTN: STEVE HAAG 7442 SOUTH TUCSON WAY, SUITE 180 ENGLEWOOD, COLORADO 80112 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthome 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY 1 PROPOSED CONSTRUCTION 1 SITE CONDITIONS 2 SUBSIDENCE POTENTIAL 2 FIELD EXPLORATION 3 SUBSURFACE CONDITIONS 3 DESIGN RECOMMENDATIONS 4 FOUNDATIONS 4 FOUNDATION AND RETAINING WALLS 5 FLOOR SLABS 7 UNDERDRAIN SYSTEM 7 SURFACE DRAINAGE 8 LIMITATIONS 8 FIGURE 1 - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 - LEGEND AND NOTES FIGURE 4 - GRADATION TEST RESULTS TABLE 1- SUMMARY OF LABORATORY TEST RESULTS Job #103 212 PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed Verizon Cell Site ancillary equipment building and retaining wall to be located at 3240 Coryell Ridge Road, Garfield County, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our proposal for geotechnical engineering services to KDC Architects - Engineers, P.C. dated March 17, 2003. A field exploration program consisting of two exploratory borings was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsoil conditions encountered. PROPOSED CONSTRUCTION The proposed ancillary building will be a pre -fabricated one story structure. A concrete retaining wall about 14 feet high will be constructed uphill and behind the building. Grading for the structure will be relatively minor with cut depths up to about 5 feet. We assume relatively Tight foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. Job #103 212 2 SITE CONDITIONS The property is currently occupied with two buildings, a monopine pole and gravel access road. Topography consists of relatively flat upper and lower benches separated by a very steep unretained slope. The proposed building site is located below the developed area and vegetated with scattered trees, brush and weeds. SUBSIDENCE POTENTIAL Bedrock of the Pennsylvanian age Eagle Valley Evaporite underlies the Roaring Fork Valley in this area.. These rocks are a sequence of gypsiferous shale, fine-grained sandstone and siltstone with some massive beds of gypsurn and limestone. There is a possibility that massive gypsum deposits associated with the Eagle Valley Evaporite underlie portions of the property. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas of Iocalized subsidence. Several sinkholes are known to be present throughout the area. These sinkholes appear similar to others associated with the Eagle Valley Evaporite in areas of the Roaring Fork Valley. Sinkholes were not observed in the immediate area of the project and evidence of cavities was not encountered in the exploratory borings. Based on our present knowledge of the subsurface conditions at the site, it cannot be said for certain that sinkholes will not develop. The risk of future ground subsidence on the property throughout the service life of the proposed building, in our opinion, is low; however, the owner should be made aware of the potential for sinkhole development. If further investigation of possible cavities in the bedrock below the site is desired, we should be contacted. Job #103 212 -3 - FIELD EXPLORATION The field exploration for the project was conducted on April 2, 2003. Two exploratory borings were drilled at the locations shown on Figure 1 to evaluate the subsurface conditions. The borings were advanced with 4 inch diameter continuous flight augers powered by a truck mounted CME -45B drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with a 13/6 inch I.D. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils consist of relatively dense, slightly silty sandy gravel containing cobbles and boulders. About 4 inches of 3/4" road base overlies the sandy gravel. Drilling in the coarse granular subsoils with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit. Boulder size up to 2 to 3 feet are common in the gravel terrace deposits in this area. The soils exposed in the unretained cut slope consist of about 6 feet of man -placed fill containing silty clayey sandy gravel with cobbles, boulders and large pieces of asphalt overlying natural sandy gravel with cobbles and small boulders to the exposed height of about 10 feet. Laboratory testing performed on samples obtained from the borings included natural moisture content and gradation analyses. Results of gradation analyses performed on Job #103 212 -4 - small diameter drive samples (minus 11/2 inch fraction) of the natural coarse granular soils are shown on Figure 4. The laboratory testing is summarized in Table 1. No free water was encountered in the borings at the time of drilling and the subsoils were slightly moist to moist. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsoil conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the building and retaining wall he founded with spread footings bearing on the natural granular soils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural granular soils should be designed for an allowable bearing pressure of 4,000 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be less than 1 inch. The bearing pressure can be increased by 1/3 for eccentrically loaded footings provided the resultant of all forces acts within the central third of the footing section. 2) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least Job #103 212 -5- 10 feet. Walls that act as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. 5) All existing fill, topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to relatively dense natural granular soils. Voids created by boulder removal should be backfilled with concrete or compacted sand and gravel. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 50 pcf for backfill consisting of the on-site granular soils. Cantilevered retaining structures which are separate from the building and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 40 pcf for backfill consisting of the on-site granular soils. Backfill should not contain vegetation, topsoil, debris or oversize rock. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Job #103 212 - b - The existing fill behind the proposed uphill retaining wall should be completely removed as part of the new construction. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near retaining walls, since this could cause excessive lateral pressure on the wall. Some settlement of deep wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 03. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 400 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be a granular material compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. Soil anchors can be used to resist overturning loads. We expect that these anchors will extend down vertically near the backedge of the retaining wall footing and consist of rotary drilled holes and pressure grouted bars or tendons. Allowable anchor capacities in the range of 100 kips should be possible in the relatively dense granular soils. FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab - on -grade construction. The slab can be built separate from the foundation or as a Job #103 212 -7 - monolithic slab and foundation with logitudinal and transverse reinforcement to control cracking. Non-structural floor slabs should be provided with control joints to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A 4 inch layer of free -draining gravel should be placed beneath slabs as a leveling course. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at Least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site granular soils devoid of vegetation, topsoil, debris and oversized rock. UNDERDRAIN SYSTEM Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls be protected from wetting and hydrostatic pressure buildup by an underdrain system or gravel packed weep holes. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 2 feet below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system or as gravel pack for weep holes should contain less than 2% passing the No. 200 sieve, less than 50% passing the No_ 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1'/2 feet deep. Job #103 212 8 SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the building and retaining wall have been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Figure 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. if conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. Job #103 212 -9 - This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectively Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, Inc. Louis E. Eller Reviewed by: Steven L. Pawlak, P. LEE/ksw Job 4103 212 l UTILITY \ l EASEMENT r r Q : 1 0 1 I 1 1 ilt 1 1 1 in i r En cr▪ .1U Li -)i \\ EXISTING Q 1 r 1 I \r CONCRETE PAD "Qs), AND UTILJTYcr. `c BOXES EXISTING 1 \ \ \ X et CELL TOWER in EXISTING FENCE PROPOSED 1 j( r -- — RETAINING WALLS 1 I\ ' ` i'O, - -- NG BORI,G 2 r� `r �L J x V(511 G_,L . r -----..__ 5O PROPERTY UNE APPROXIMATE SCALE 1"=20' 0 w 0 z F X w EXISTING RETAINING WALLS EXISTING BUILDING VOICESTREAM UTILITY EASEMENT 103 212 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY BORINGS Figure 1 Elevation — Feet BORING 1 ELEV.=5980' BORING 2 ELEV.=5979' 5985 5985 5980 5975 PROPOSED FLOOR LEY. .0 5881.5' BOTTOM OF RETAINING WALL AT ELEV. - 5979.5' Tt 22/12 WC0025 +4-54 -200-9 5980 5975 — 5970 5970 Note; Explanation of symbols is shown on Figure 3. Elevation — Feet 103 212 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY BORINGS Figure 2 LEGEND: KIFILL; man—placed silty sandy gravel (road base), loose to medium dense, moist, brown. 31/12 T GRAVEL, COBBLES AND BOULDERS (GP—GM); slightly silty, sandy, medium dense to dense, slightly moist to moist, light brown, rounded rock. Drive sample; standard penetration test (SPT), 1 3/8 inch LD. split spoon sample, ASTM 0-1586. Drive sample blow count indicates that 31 blows of a 140 pound hammer falling 30 inches were required to drive the SPT sampler 12 inches. Practical drilling refusal. Where shown above the bottom of the log, indicates that multiple attempts were made to advance the boring. NOTES: 1. Exploratory borings were drilled on April 2, 2003 with a 4—inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by taping from the features shown on the site pian provided. 3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site plan. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the borings at the time of drilling. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( z ) +4 = Percent retained on No. 4 sieve. —200 = Percent passing No. 200 sieve. 103 212 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LEGEND AND NOTES Figure 3 1 ERC NT RETA! E i 114ali ii73il:fg 24WIL 7 141 46 M. 15 MN. 0 10 20 30 40 50 60 70 60 90 100 .001 .002 .003 .009 .015 037 N DROMETER A1UiLYSIS TIME READINGS 601991. 191011. 4 MIN. 1 MIN. POO X100 U.5 STANDARD SERIES Po 3O 016 le SES! ANALYSIS a E SQUARE OPQ9NGS 3/5 3/4• 1 1/r 3' 5'6' a' wwMIAMI MMMMr 1111 MAMA MMM._ w w malasMINAINIE �r MM_ E=.= ==1M111 wMMMM.w_w w MMMM__w w �MM_r MMM NMi MEM EMM_ w wEMPPM EM MrMaa r MwM_ w Mlmhal MMM_ MMMM_ w w —mm= MMM_ MMMT w M MM_ — rrr•rw �� MMMM_M aa= w MMM►. MMrMM r. Mir MM__Mir MMM.=—r— MM_rMMM�_ _�� -.MMMM_Mrr•M— MMw =MM.= •01,= MMMT w_r_Ml=mMr_ MM_ ..MMa MI=MI rMMrrr MMa r Mini wV a MEIMM.w M— M_lax i a•kom Mri.=MMrr MMMMr r-wrr_rrr_ M_MMrM_Mr_rMMMM aw I M— r AMAMMMrMM. ErAMMO MM.M_r MMS—rr ----- ■ MaMw MMM rM__ � � � •�� =MMM =- r MMS Y MMrr-ff•Mi-- MM__. MMMM MMM• — MMrr MEM_ . Mr/.r_ as MEM/ • ww ==EM_ AlaaMIN —MMMIMM=Oa PM _-- MM M wrrM� MM_ rr =PI r .MEIUMEMIES MMEMM� M rMMr MM -w MEMO Mr M Maw.IMarMM_MM.II Aminim MMAOr.�_M�i M— �� Mme— r MMMT ww MI =1111EMMI 1111 .MM. MEM M ■MMM .1.1..••=111100 r EMM nMMI._ r_ w M MMMT wr.M_Mrwr_�w -- MrM� MM. M MMS =-pM�_MMMnrw_Ar w=MA - AMMO MO a.= warMM_MrnM M r__ M MMM =Whim ww =MO= MM MMM wr._sas INA rrrw —Ma_M� r M MM_ a_a— MMrr MANN• .074 .150 .300 .000 1.15 2.36 4.75 9.512.5 14.0 375 762 DIAMETER OF PARTICLES IN MILLIMETERS 100 90 60 70 60 50 40 30 90 10 0 552 203 127 CLAY 10 56T GRAVEL 67 % LIQUID LIMIT SAMPLE OF: Slightly Silty Sandy Gravel FO+E 1 MAI 100ARSE SAND 25 I6 °Fr Mala SILT AND CLAY 8 PLASTICITY INDEX FROM: Boring 1 at 1.5 and 5 Feet Combined CODDLES hilt NT P • 1 t HYDROMETER ANALYSIS 1 c READNOS 24 164. 7 161 46 1991. 13 I. 601991. 101991.. 4 MIW. 1 Mk 0 10 20 30 40 a0 60 70 BO 90 100 .001 .002 MMMM_ MM_ Mr Male laMIIMEEEMNI MMMM_ anaM1M 1 MANNAN_ - ONIIMEM MN= MMM� w w .Mt1MM wMMiM_ - MMM. aMMM_ rMa r_ SIDE ANALYSIS U.S. STANDARD WOES 1 CLEAR 90UARE 0PEO+TNOS p200 /100 deo #30 A6 /6 to 3/6' 3/4' 11/2' S 5'6' a' rw Marr - r MMS 100 MM Ma-. wMM^+r MMS M A MMM_MMAINI =MIA IA waMMMrMOM. rM_r— aw.r_rM� MM -- MA p MSM a e Ma M_ MANN_— M — an WI MAIM aalaalia=m IA amiAa AM SWIM M iM_#l— w w r ~ME wr Ehrr MM w. AME,MM_ M MMa MMMMr AMS w MMM. - MEM . w wM'M_ MM_ M — MMfMIW A w MMMMIrr -MMMrM _.Mr MM.M _ M. r.rrr_ w_r.MM_ Mml.r MMMMM_ MMS MM M i MMMmh w MM_ Mr _MM wMM - M_-MMM_w_MrM— _w rMOMIw MM - MSM irw _ MM^ wr M____ r , MM_w -Mr r a_ Mrarwrrw M Ar_ w rwr MM_M MMrrr- MMrMr_r-M_ r Mir ww _ r MrMr M_a _MM_ -Ma waw lr-MEMM _ w�MaM+MMM• _Ma Mwaww Er MOM M.EMM- - _wwwwM M — _MM�w w Mr A_ r Ma w MMrM_ r M MUM y it _ Ma w MMMMr, r M MIME �� ml MM. r./IMINEww w_Mr_ MMa M� MMMrIIMMI w w Maw =MEMO .rrrMa w MMM. w .r- Ma w wMiMil wMMMMwrw Mrd .raMw w MITI = NI - M MMMa. M .M. MM MM_MMMM mi id.1 MMMMM r r—raMMMMMr Mir MI MM Ma IM_r 1•1111 A _MM r. irrMMM��Ma MMmMw�-.� Mir w M�M_MMMMw MMM, til_w.rr_aMI. MI= M..wMMIM1M_r-- -MM MMM_ MOW. M.•• -.i, M_r MM wr rrM w MM Mr Mr MMa I li.. IMPMMIN I I i= w w===.1 Min=ir IMM.._wEM. =•=11%, MANN_ w rrrlrir MMMT•MO M.111MNE_-- �.rMM_r_M_ rMM.Mr MMr� M._ wMMMMr. wMa.rrMMa_ w pa -MMM. M mi!". MMMrww MM ..IMM w w IMIAM MM EM. MMMrMw_rMrrMi• MM! =mini Mari MM MMr _MEr mil= NM r w-MMrml. MEM Mw aMIMI MMwMM M==11•1 M." EMPI IMIlM =MM_ MMMa MM_ =BMM fMIM MMMr^rM1iMrrM_MM MMrM^ MM MMrr M.MM_ rANM= - wr MMM.MMr•MM_ — M MMMT MAMMA_ �w r MMrw w MMMM M, MMAMI Mwr M.MMr_ MM MMM MMMMr w MM_ M EMM 90 50 70 60 .005 .009 .019 .037 .074 .150 .0 .600 1.15 236 475 9.511,5 19.0 37.5 79.21 152 203 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO51.7 EINE 1 !COMM PK 1 C0M COa6LES GRAVEL 54 % SAND 37 % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF: Slightly Silty Sandy Gravel SILT AND CLAY 9 % FROM: Boring 2 at 4 Feet 50 40 30 20 10 0 -221114301.• A kit 103 212 HEPWORTH--PAWLAK GEOTECHNICAL, INC. GRADATION TEST RESULTS Figure 4 U —J 0 HEPWORTH-PAWLAK GEOTECHN JOB NO. 103 212 C17 J 0 uJ cc H !1J } cc 0 LLI J < m cc H • m J L 0 } cn SOIL OR BEDROCK TYPE Slightly silty sandy gravel i Slightly silty sandy graved' UNCONFINED CON4PRESSIVE STRENGTH (PSF) ATTERBERG LIMITS x G d= a z o- g J TPERCENT PASSING NO 200 SIEVE 00 C7 GRADATION 4 D a N in 37 J LLI a U CO LC] NATURAL DRY DENSITY (pcf) w aix z 7 W 7 N a o ! Q Z i U CO 0, 1.i7 N 1 SAMPLE LOCATION 1 ion) HLd3G Loa o252 N 16 E ,--0 r U 1 t n. r N - 'KOC r i Architects OM 1 I Engineers ■ ■ I i I PC Project NL By ktjrn SpOCTitz, f- 010 C tVl3 p=Cgctc�1- Project No I7J 0 °! Sheet No / of S = 11,J/ ?0m p h `e = 1, Db exca C%; L 3 1 1.0 P- 22,L pacC - , 4:t Date 5-i8 CO 4'-O" �Ir o4 .` Ili!!k`l1► iaciswim.-1111 Li VARIES 1R g ml" CI) 0 0 gO gb o � F� s �2 x 9 1 0 0 .0-.91 -i0 A Nib N E I m - 7 0 k I y C' 0 V 0 01 18' - 4 1 0 sft —r� i N F 3AI1VNJ311d z m 11, immwEP-[■i immvemoviwompi 1p rigum 1 1 1 It hig 4c..i 1 1 4' V1 Pre __■ 1 1 1I �M MN ■ 1 - ..4M . SECTION C -D Soil Properties Weight of Soil Allowable Bearing Pressure Active Soil Pressure Passive Soil Pressure Sliding Resistance Depth of Soil above Heel Depth of Soil above Toe Surcharge Wall Dimensions Concrete Weight Wall Height Wall Thickness Bottom Wall Thickness Top Toe Length Heel Length Toe/ Heel Thickness Key Depth Key Width fc' Loading on Wall P @ top of wall M@top ofwall Tie Down Sparing 120 4000 40 400 0.5 12.67 0 0 150 12.67 1.33 0.67 0.5 3.5 1.33 0 0 4000 60000 125 312.5 Pc psf pcf Pc ft ft psf Pc ft ft ft ft ft ft ft ft psi psi lbs ft -lbs ft SECTION C -D Component Weights W1 (Wall) W2 (Wall) W3 (Heel) W4 (Toe) W5 (Heel Soil) W6 (Heel Soil) W7 (Toe Soil) W8 (key) Tie Down Total W (lbs) x (ft) 1273.335 0.835 627.165 1.39 698.25 2.25 99.75 0.25 3299.268 2.915 501.732 1.61 0 0.25 0 0.5 0 3.5 6499.5 Mr = xW (ft -lbs) 1063.234725 871.75935 1571.0625 24.9375 9617.36622 807.78852 0 0 0 13956.14882 Equivalent Height of Surcharge Total Earth Thrust (P) Distance from Base (y) P @ top of wall Distance from Base (y) M @ top of wall Mo 3920 lbs 4.66666667 ft 125 lbs 14ft 312.5 lb -ft 20043.3333 lb -ft Friction Force Passive Pressure = Total Resistance to sliding Safety Factor against sliding 3249.75 5.78 0 3255.53 0.8304923 Calculation to Determine Tension in Tie -down T= Safety factor 1.5 4786.81462 7650.14796 SECTION C -D REINFORCING B1=.85 Pb 0.0285068 pnax 0.0213801 .75 * Pb Pmin 0.0033333 0.0031623 STEM Vertical Steel At bottom of wall Total Earth Thrust (P) Distance from Base (y) P@top of wall Distance from Base (y) Mu R (min requirement)= P 3210.578 lbs 4.2233333 ft 125 lbs 12.67 ft 25743.255 ft -lbs includes a safety factor of 1.7 Mu/cbd 22721.408 lbs/ft2 157.78755 lbs/in2 0.0033 R = 192.23701 As 0.5331744 in2/ft At middle of wall Total Earth Thrust (P) Distance from Base (y) P @ top of wall Distance from Base (y) Mu R (min requirement) = P R= As 1 If 802.6445 lbs 2.1116667 ft 125 lbs 6.335 ft 4227.5475 ft -lbs indudes a safety factor of 1.7 Mu/4bd 7488.5136 lbs/ft2 52.003566 lbs/in2 0.0033 192.23701 0.472824 in2/ft Shear at dist d above heel P= 2648.0829 Vu = 4501.7409 $Vc= Transverse Bars in Heel/Toe Mu @ Heel R= P R= As 17366.217 24250 18068 Mu/4bd 18621.809 Ib s/ft2 129.31812 lbs/in2 0.003 175.2372 0.57456 int/ft Longitudinal Bars in Heel bottom Mu 12240.237 ft -lb #7@12s opli; Qpm R= Mu/Obd 12615.4171bs/ft2 87.60706 lbs/in2 P R= As 0.0018 106.28539 0.344736 int/ft Longitudinal Bars in Heel top Mu 3060.0592 ft -lb R= P R= As Mu/4bd 0.0018 106.28539 3153.8542 lbs/ft2 21.901765 lbs/in2 0.344736 in2/ft 1= Size of Tie Down Bar 0.5100099 Int 0, SECTION K M Soil Properties Weight of Soil Allowable Bearing Pressure Active Soil Pressure Passive Soil Pressure Sliding Resistance Depth of Soil above Heel Depth of Soil above Toe Surcharge Wall Dimensions Concrete Weight Wall Height Wall Thickness Bottom Wall Thickness Top Toe Length Heel Length Toe/ Heel Thickness Key Depth Key Width fc' fY Loading on Wall P @ top of wall Tie Down Spacing 120 5333 40 400 0.5 3 0 0 150 3 0.67 0.67 0.5 1.34 1 0 0 4000 60000 0 pcf psf Pc pcf ft ft psf Pc ft ft ft ft ft ft ft ft psi psi lbs ft SECTION K -M Component Weights W (lbs) x (ft) Mr = xW (ft -lbs) W1 (Wall) 301.5 0.835 251.7525 W2 (Wall) 0 1.17 0 W3 (Heel) 201 1.17 235.17 W4 (Toe) 75 0.25 18.75 W5 (Heel Soil) 241.2 1.505 363.006 W6 (Heel Soil) 0 1.17 0 W7 (Toe Soil) 0 0.25 0 W8 (key) 0 0.5 0 Tie Down 0 1.34 0 Total 818.7 868.6785 Equivalent Height of Surcharge 0 Total Earth Thrust (P) 320 lbs Distance from Base (y) 1.33333333 ft P @ top of wall O lbs Distance from Base (y) 4 ft Mo 426.666667 lb -ft Friction Force 409.35 Passive Pressure = 50 Total Resistance to sliding 459.35 Dist. of result. from front edge (a) 0.5398948 LJ3<a<2L13 W = 818.7 lbs L13 = 0.61 2LJ3 = 1.2 Resultant in middle third Resultant outside middle third ql (pressure @ toe) = 996.444057 psf ql = 1011 q2(pressure @ heel)_ -106.55275 psf q @ toe face 696.716663 Safety Factor against sliding 1.4354688 Safety Factor against overturning 2.0359652 SECTION K -M REINFORCING B1=.85 Pb 0.0285068 pMaX 0.0213801 .75 * pb pmin 0.0033333 0.0031623 STEM Vertical Steel At bottom of wall Total Earth Thrust (P) Distance from Base (y) P @ top of wall Distance from Base (y) Mu R (min requirement) = p R= As 180 lbs 1ft D lbs 3ft 306 ft -lbs includes a safety factor of 1.7 Mu//bd 1592.9237 lbs/ft2 11.06197 lbs/int 0.003 175.2372 0.199584 in2/ft At middle of wall Total Earth Thrust (P) 45 lbs Distance from Base (y) 0.5 ft P @ top of wall 0 lbs Distance from Base (y) 1.5 ft Mu 38.25 ft -lbs includes a safety factor of 1.7 Mu/(1)bd 199.11546 lbs/ft2 1.3827462 lbs/int R (min requirement) = p R= As 0.003 175.2372 0.14472 in2/ft Shear at dist d above heel P= 124.67022 Vu = 211.93937 (I)Vc = 7147.7594 Transverse Bars in Heel/Toe Mu @ Heel R= R= As -57.45677 Mu/4bd -127.2519 lbs/ft2 -0.883694 lbs/1n2 0.003 175.2372 0.28944 in2ift SECTION G -I Soil Properties Weight of Soil Allowable Bearing Pressure Active Soil Pressure Passive Soil Pressure Sliding Resistance Depth of Soil above Heel Depth of Soil above Toe Surcharge Wall Dimensions Concrete Weight Wall Height Wall Thickness Bottom Wall Thickness Top Toe Length Heel Length Toe/ Heel Thickness Key Depth Key Width fc' fY Loading on Wall P @ top of wall Tie Down Spacing 120 5333 40 400 0.5 5 0 0 150 5 0.67 0.67 0.5 2.5 1 0 0 4000 60000 0 0 pcf psf Pc Pc ft ft psf pcf ft ft ft ft ft ft ft ft psi psi lbs ft SECTION G -I Component Weights W (lbs) x (ft) Mr = xW (ft -lbs) Wl (Wall) 502.5 0.835 419.5875 W2 (Wall) 0 1.17 0 W3 (Heel) 375 1.75 656.25 W4 (Toe) 75 0.25 18.75 W5 (Heel Soil) 1098 2.085 2289.33 W6 (Heel Soil) 0 1.17 0 W7 (Toe Soil) 0 0.25 0 W8 (key) 0 0.5 0 Tie Down 0 2.5 0 Total 2050.5 3383.9175 Equivalent Height of Surcharge 0 Total Earth Thrust (P) 720 lbs Distance from Base (y) 2 ft P @ top of wall O lbs Distance from Base (y) 6 ft Mo 1440 lb -ft Friction Force 1025.25 Passive Pressure = 50 Total Resistance to sliding 1075.25 Dist. of result. from front edge (a) 0.9480212 L/3<a<2L/3 L/3 = 1 2L13 = 2 W = 2050.5 lbs Resultant in middle third Resultant outside middle third ql(pressure @ toe)= 1438.055 psf ql = 1442 q2(pressure @ heel) = -71.055 psf q @ toe face 118653667 Safety Factor against sliding 1.4934028 Safety Factor against overturning 2.3499427 SECTION G -I REINFORCING B1=.85 Pb 0.0285068 ATM 0.0213801 .75 * pb Pr, 0.0033333 0.0031623 STEM Vertical Steel At bottom of wall Total Earth Thrust (P) Distance from Base (y) P @ top of wall Distance from Base (y) Mu R (min requirement) = P R= As At middle of wall Total Earth Thrust (P) Distance from Base (y) P @ top of wall Distance from Base (y) Mu R (min requirement) = P R= As 500 lbs 1.6666667 ft 0 lbs 5ft 1416.6667 ft -lbs includes a safety factor of 1.7 Mu/4bd 7374.6466 lbs/ft2 51.212824 lbs/int 0.003 175.2372 0.199584 in2/ft 125 lbs 0.8333333 ft 0 lbs 2.5 ft 177.08333 ft -lbs includes a safety factor of 1.7 Mu/4bd 921.83083 lbs/ft2 6.401603 Ibsfin2 0.003 175.2372 0.14472 in2/ft Shear at dist d above heel P= 404.40622 Vu = 687.49057 ti)Vc = 7147.7594 0.003- 175.2372 .003 Transverse Bars in Heel/Tae Mu @ Heel R= P R= As -437.1312 Mu/4bd -968.1325 lbs/ft2 -6.723143 lbs/int 175.2372 0.28944 int'/ft SECTION D -E Soil Properties Weight of Soil Allowable Bearing Pressure Active Soil Pressure Passive Soil Pressure Sliding Resistance Depth of Soil above Heel Depth of Soil above Toe Surcharge Wall Dimensions Concrete Weight Wall Height Wall Thickness Bottom Wall Thickness Top Toe Length Heel Length Toe/ Heel Thickness Key Depth Key Width fc' fy Loading on Wall P @ top of wall M@top of wall Tie Down Spacing 120 4000 40 400 0.5 17.33 0 0 150 17.83 1.33 0.67 0.5 3.5 1.33 0 0 4000 60000 125 312.5 4 pcf psf pcf pcf ft ft psf pcf ft ft ft ft ft ft ft ft psi psi lbs ft -lbs ft SECTION D -E Component Weights W1 (Wall) W2 (Wall) W3 (Heel) W4 (Toe) W5 (Heel Soil) W6 (Heel Soil) W7 (Toe Soil) W8 (key) Tie Down Total W (lbs) x (ft) Mr = xW (ft -lbs) 1791.915 0.835 1496.249025 882.585 1.39 1226.79315 698.25 2.25 1571.0625 99.75 0.25 24.9375 4512.732 2.915 13154.61378 686.268 1.61 1104.89148 0 0.25 0 0 0.5 0 0 3.5 0 8671.5 18578.54744 Equivalent Height of Surcharge Total Earth Thrust (P) 6963,912 lbs Distance from Base (y) 6.22 ft P @ top of wall 125 lbs Distance from Base (y) 19.16 ft M @ top of wall 312.5 lb -ft Mo 46023.0326 lb -ft Friction Force Passive Pressure = Total Resistance to sliding 4335.75 5.78 0 4341.53 Safety Factor against sliding 0.6234326 Calculation to Determine Tension in Tie -down T= 10888.9005 Safety factor 1.5 17463.6195 SECTION D -E REINFORCING B1=.85 Pb 0.0285068 P MEM 0.0213801 .75*pb pnun 0.0033333 0.0031623 STEM Vertical Steel At bottom of wall Total Earth Thrust (P) Distance from Base (y) P @ top of wall Distance from Base (y) Mu R (min requirement). P R= As At middle of wall Total Earth Thrust (P) Distance from Base (y) P @ top of wall Distance from Base (y) Mu R (min requirement) = P R= As 6006.578 lbs 5.7766667 ft 125 lbs 17.83 ft 62775.473 ft -lbs includes a safety factor of 1.7 Mu/4bd 55406.635 lbs/ft2 384.7683 lbs/in2 0.0033 192.23701 0.5331744 in2/ft #5 @3`12'-' 1501.6445 lbs 2.8883333 ft 125 lbs 9.165 ft 9320.8873 ft -lbs includes a safety factor of 1.7 Mu/cObd 16510.658 lbs/ft2 114.65735 lbs/in2 0.0033 192.23701 0.472824 in2/ft Shear at dist d above heel P. 5227.2438 Vu = 8886.3144 :#5 @ 12" r 4Vc = Transverse Bars in Heel/Toe Mu @ Heel R= p R= As 17366.217 24250 37630.056 Mu/ bd 38783.469 lbs/ft2 269.32964 lbs/in2 0.003 175.2372 0.57456 in2/ft Longitudinal Bars in Heel bottom Mu 27941.791 ft -lb #7@12 top &l oftom R= Mu/libd 28798.245 lbs/ft2 199.98781 lbs/in2 p R = 106.28539 As 0.344736 in2/ft 1-#6 - 0.0018 Longitudinal Bars in Heel top Mu 6985.4478 ft -lb R= p R= As Size of Tie Down Bar Mu/0)d 0.0018 7199.5613 lbs/ft2 49.996953 lbs/in2 106.28539 0.344736 in2/ft 1-#6 1.1642413 int 2#7, - Concrete Wall Soil Properties Weight of Soil Allowable Bearing Pressure Active Soil Pressure Passive Soil Pressure Sliding Resistance Depth of Soil above Heel Depth of Soil above Toe Surcharge Wall Dimensions Concrete Weight Wall Height Wall Thickness Bottom Wall Thickness Top Toe Length Heel Length Toe/ Heel Thickness Key Depth Key Width fc' fY Loading on Wall P @ top of wall Wind load 120 5333 40 400 0.5 2 2 0 150 11.33 0.67 0.67 0.667 1.33 1 0 0 4000 60000 0 30 Pc psf Pd Pd ft ft psf Pc ft ft ft ft ft ft ft ft psi psi lbs lbs/ft Concrete Wall Component Weights W1 (Wall) W2 (Wall) W3 (Heel) W4 (Toe) W5 (Heel Soil) W6 (Heel Soil) W7 (Toe Soil) W8 (key) Passive soil resistance Total W (lbs) x (ft) Mr = xW (ft -lbs) 1138.665 1.002 1140.94233 0 1.337 199.5 1.332 100.05 0.3335 158.4 1.667 0 1.337 160.08 0.3335 0 0.667 1756.695 0 265.734 33.366675 264.0528 0 53.38668 0 450 2207.482485 Equivalent Height of Surcharge Total Earth Thrust (P) 180 lbs Distance from Base (y) 1 ft P @ top of wall 0 lbs Distance from Base (y) 12.33 ft Wind load 30 lbs/ft Mo 1485.7335 lb -ft Friction Force 878.3475 Passive Pressure = 450 Total Resistance to sliding Dist. of result. from front edge (a) W = 1756.695 0 1328.3475 0.4108562 L/3<a<2LJ3 L'33 = 0.67 2L/3 = 1.3 lbs Resultant in middle third g1(pressure @ toe)= 2432.78933 psf q2(pressure @ heel)= -673.45533 psf q @ toe face 1395.3005 Safety Factor against sliding 7.3797083 Safety Factor against overturning 1.4857863 Resultant outside middle third q1 = 2850 Concrete Wall REINFORCING B1=.85 Ph, 0.0285068 Pmax 0.0213801 .75 * pb po,;,, 0.0033333 0.0031623 STEM Vertical Steel At bottom of wall Total Earth Thrust (P) Distance from Base (y) P @ top of wall Distance from Base (y) Mu R (min requirement)= p R= As At middle of wall Total Earth Thrust (P) Distance from Base (y) P @ top of wall Distance from Base (y) Mu R (min requirement) = p R= As 80 lbs 0.6666667 ft 0 lbs 11.33 ft 90.666667 ft -lbs includes a safety factor of 1.7 Mu/cl)bd 471.97738 lbs/ftZ 3.2776207 lbs/int 0.003 175.2372 0.199584 int/ft #4 11 20 lbs 0.3333333 ft 0 lbs 10.33 ft 11.333333 ft -lbs includes a safety factor of 1.7 Mu/4bd 58.997173 lbs/ft2 0.4097026 lbs/int 0.003 175.2372 0.14472 int/ft Shear at dist d above heel 44.802218 Vu = 76.16377 4Vc = 7147.7594 #44 i2' 9 Transverse Bars in Heel/Toe Mu @ Heel R= R R= As -62.76819 Mu/4bd -139.0153 Ibs/ft2 -0.965384 lbs/int 0.003 175.2372 0.28944 int'/ft x#5@l2 #op•&_bottom STATE of COLORADO 11'-8" x 26' x 9' Wood Frame Building (with generator) by Dupont Building Inc., Cameron, LA. for Verizon Wireless @ Colorado Springs ENERGY CALCULATION INDEX ITEM PAGE Energy Information El Energy R Values E2 Energy Components E3 Energy Total Loads - E4 RICHAtD JESSE BIANCHI NO. C-3023 ff SED NO\ jjllYa' "' L aLo.2-41 fnoJE. Y 4l .r/iv �oz.i,J4 6v/z.6,N4 Gogh 5 // 8i1 X �G X 9 "71-44)S GiJaod ,.,JZ wl�.0 F; J -'2.c/'- " ACE 4-6 .5 AT CoGox.-.dd GobE Z /i/.06 Z_ g./+) -.4Y �8E e AdSN/za 25/i/G6 /7Jh S/Z D1/Erz.�u- %/VTE�/o�L ; ', n /I 8� /-1)/66 X z6,' 5 IN/� ./ /D. 9G Ai/z3 x -/7.54 C„,t14 X 8, }lo ,uldy A# = 9-6 07,5 4 /,2_p- /1�EA -- 3.5C7)-X1,5/t G11,151 -z-- A'Z A - S.9G /0,16-r-/7,54) Z - zg•S - 4-a z` (moorL 2e-64 = /0•S''67.54) = /9Z At' /7zz. 16 3 /.J7 /" ,dam07a/g...M& JTS 75 `f _7;z11 -6D/ GGz_ex..6G Q/1//f nE,) TS Ga L ois-A 6 S, -/ »-/ 5 Sv iaasi5 ) e i Ndn-774 GcT��a�� - 36 G t too,a r.aNG6 D,/7 D, 4, D.4I /9. 65 4 8, 01 4501, .4 O. /z g8 '- J067 dmitg = o (0.050.% 4 oa /r.* 8) O, d s 4% , SIs7,an1G STvds 3.3 7, /4 - Awl AO 74)4- ....A/4a1) 4 uPy1L,dG74)4'�G,14o1) = ,0,4.614 G6pIt�. 5f 7A )C 9.544 D,a 48 4' 141 4. L z. 7 S(0z03z,) 0,/z34 LiA 4.5 clai -r � 611z,s4) sp, Q. Z5 0.47 /1 , o0 /. 76 G/. CS /27 = /¢.9z- 3.3 7, zz u = A 047 4 , p./385 /6 C1, 1// b ��G �a.1 0- 6 60,/34.6) =a; o80¢ G• Z-5 �•z7 (x.4-7 5.76 /.40 a,DS D, 9z /Lr ,//4 f•77 (/ ▪ 4,/094 ▪ a,2o96 1 LJA1/4 : z CO3/49t)f �777(4,Zo9G)=4/2-G4 • u vr-oly 7 G<o L.o .4 3 /1-6404 !/2 M6t) T g va-/ //JJ Goi.il,pe/✓E N TS Al 77A)4 t7 /,a. ,foo,r`c /4/.,14 = C[I,r.4e, t COS As A v /9z- 061 DG4 3 < Q Q73 E— f;=o4,1 ZE.‘464. 6AY /.424.44_,S = C rl.� �W / C U -� C � Ad) o, aB/o �¢� f �a, /sCz,4.s ) Ad 48` t z4 GO64 < z4 »204 Fro. ¢ . G¢3v / Lvi5 F440 t. S ( Cf� �� /z.34 C/%L� Q. /Z3 f. 4.073 e- Sod as ,do /yz- C�o�/A)4 GZ.•/TE�I,� ,�.) f /3g , SCs ) -e- Js A5 •A Ts \ A o r' 77.5J- /3sca)] 6.64 8. 4 /9 Z �—Td�cE Aa 6a.o8o4)6¢45e.)441- 8f ,/9[xfs)/G 3.51 L 3 3 grUA• 11-4. 4- z4.5 F.ro„i F/.9 pT a /9Z 9.51 6.5 BTS%.fit; 7;ar.E rt 5 •,et x .•3 ) 3$•FrN./AT 3/1 L) dfi-0r d ! 1 Gororygpa IIdb5 I E4 1,1AL- Ali/C-4/;, //F/I 7, r1Q ry AG'a1 X141 i)'1� !•�%/�rETL- 6.GG6/72,-Z�V(oo 1/0.,e J T 5 /7, 2zO'4 90 . /34z_ &no, 5dm,A Eng 1/ D.3C/7zzVG0 6,63 5,61 (406)1 s A7-7 zrv/j 6d/1-1) /1 1-16 AT L6.4 d S /TAA4 ,a,LE A tf , 4 r °F ,g7 -01,k._ /1�aF /9L ,6,43 ‘7-6-3) 6G4 wA 8G ,!. dg / d 7 v t7 5 h Ld®yL ':s 1, 7D 3z-/, F29mir., /9z- ,/�¢ 70 /G58 //vF/Grx-AjfdA) / 3 0 i _1 i&4 4 Goads / TEr✓1 A+4 • Lf 0 A 7 "F — p,�Tcl/U,� 12oa F /gZ, 07/4. (y/-75 ) Lzo Gi�c-cr 46L ,a641 /bz-s 46o0 IL-- 2.-4.S , 19 /G G4 �Goa� /yzr //ZyG /G 3$5 /^) /LTir-4T/a,J = / `t i /4. 4 7 KDC Architects.Engineers, PC Project Transmittal: To: Garfield County Treasurer 108 8th Street, Suite 201 Building & Planning Department Glenwood Springs, CO 81601 From: Steve Haag Project Manager 720-895-1473 Direct 303-548-2800 CeII Attn: Andy: 970-945-8212 Date: 05/03104 Re: Verizon — CO3 Red Canyon Project No. 128069.008 Enclosed: Copy: Please find enclosed the following: • 1 -Signed and Completed Garfield County Building Permit Application. • 2 -Diesel Driven Generator Sets. • 2 -Stamped and Signed Structural Calculations For New Build. • 2 -Stamped and Sign Energy Code Calculations. • 2-Eye-Lert Emergency Eye Wash Specs. • 2 -Battery XL MSDS & Electrolyte Specs. • 2 -Stamped and Signed 24x36 Construction Drawings. • 2 -Bard Wall -Mount Air Conditioner Specs. • 2 -Stamped and Signed 24x36 Dupont Building Drawings. • 1 -Check (# 22501) for $649.58 For Plan Review Fee. • 1 -Signed Commercial Application form. • 2 -Stamped and Signed Soils Reports. • 2 -Stamped and Signed Structural Calculations For Additional Antennas To Existing Mono Pine. Please call our office if you have any questions Via: Courier Thank you. Steve Haag 7442 S. Tucson Way, 080 Centennial, CO 80112 (303) 750.6999 FAX (303) 750-0236 "Design Leaders in the Telecommunications Industry since 1985" SD060 Liquid Cooled Diesel Engine Generator Sets Standby Power Rating 60KW 60 Hz FEATURES Prime Power Rating 48KW 60 Hz Power Matched GENERAC 3.9DTA ENGINE Turbocharged VERIZON WIRELESa 60 kW Diesel Models: 04812-0 1 20/240 10 Open Set 04813-0120/208 lo Acoustic Enclosed 04864-0 120/208 30 Open Set 04865-0 1 20/108 3o Acoustic Enclosed • INNOVATIVE DESIGN & PROTOTYPE TESTING are key components of GENERAC'S success in 'IMPROVING POWER BY DESIGN.' But it doesn't stop there. Total commitment to component testing, reliability testing, environmental testing, destruction and life testing. plus testing to applicable CSA. NEMA, EGSA, and other standards, allows you to choose GENERAC POWER SYSTEMS with the confidence that these systems will provide superior performance. • TEST CRITERIA: ✓ PROTOTYPE TESTED ✓ SYSTEM TORSIONAL TESTED ✓ ELECTRO -MAGNETIC INTERFERENCE ./ NEMA MG1-22 EVALUATION ✓ MOTOR STARTING ABILITY ✓ SHORT CIRCUIT TESTING ✓ UL 2200 • SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION. This state-of-the-art power maximizing regulation system is standard on all Generac models. it provides optimized FAST RESPONSE to changing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by electronically torque -matching the surge loads to the engine. ■ SINGLE SOURCE SERVICE RESPONSE from Generac's dealer network provides parts and service know-how for the entire unit, from the engine to the smallest electronic component. You are never on your own when you own an GENERAC POWER SYSTEM. 1 ECONOMICAL DIESEL POWER. Low cost operation due to modem diesel engine technology. Better fuel utilization plus lowercost pergallon provide real savings. • LONGER ENGINE LIFE. Generac heavy-duty diesels provide long and reliable operating fife. • GENERAC TRANSFER SWITCHES, SWITCHGEAR AND ACCESSORIES. Long lite and reliability is synonymous with G EN ERAC POWER SYSTEMS. One reason for this confidence is that the GENERAC product line includes its own transfer systems, accessones, switchgear and controls for total system compatibility. GENERAC® POWER SYSTEMS, INC. APPLICATION & ENGINEERING DATA SDO6O GENERATOR SPECIFICATIONS TYPE Four -pole, revolving field ROTOR INSULATION Class H STATOR INSULATION Class H TOTAL HARMONIC DISTORTION ¢3% TELEPHONE INTERFERENCE FACTOR (TIF) <50 ALTERNATOR Sall -ventilated and dnp-proof BEARINGS (PRE-LUBED & SEALED) 1 COUPLING Direct, Flexible Disc LOAD CAPACITY (STANDBY) 100% LOAD CAPACITY (PRIME) 110% MAXIMUM TEMPERATURE RISE 105 °C NOTE: Emergency loading in compliance with NFPA 99, NFPA 110, paragraph 5-13.2.6. Generator rating and performance in accordance with ISO8528-5, @S5514, SAE J1349, 1503046 and D1N6271 standards. EXCITATION SYSTEM PERMANENT MAGNET EXCITER ............................. Eighteen -pole exciter ✓ Magnetically coupled DC current ✓ Mounted outboard of main beanng ✓ REGULATION Solid-state ✓ FUNGUS RESISTANT TROPICAL COATING GENERATOR FEATURES ±1% regulation ✓ (Rotor & Stator) ■ Four pole. revolving field generator, directty connected to the engine shaft through a heavy-duty, flexible disc for permanent alignment. • Generator meets the temperature rise standards for class "F" insulation as defined by NEMA MGI -32.6, while the insulation system meets the requirements for the higher class "H" rating. ■ All prototype models have passed a three-phase symmetncal short circuit test 10 assure system protection and reliability. ■ All prototype models are tested tor motor starting ability by measunng the instantaneous voltage dip with a waveform data acquisition system. • All models utilize an advanced wire hamess design for reliable interconnection within the circuitry. ■ Magnetic circuit, including amortisseur windings, tooth and skewed stator design, provides a minimal level of waveform distortion and an electromagnetic interference level which meets accepted requirements for standard AM radio, TV, and marine radio telephone applications. ■ Voltage waveform deviation, total harmonic content of the AC waveform, and T.I.F. (Telephone Influence Factor) have been evaluated to acceptable standards in accordance with NEMA MGI -32. • Alternator is self -ventilated and dnp-proof constructed. 11 Fully life -tested protective systems, including "field circuit and thermal overload protection" and main -line circuit breakers capable of handling full output capacity. • System Torsional acceptability confirmed dunng Prototype Testing. Rating definitions- Standby Applicable lorw.pplyingemergency power for the durabmottheutility power and DIN6271) Prime. Applicable tor supplying eleebic power In Ileu of commeriallypurcnased power 1 hours 12 hairs. (ASI rah ngsin accordance wld, 655514, 1503046. IsOe52a and DIN4271) ENGINE SPECIFICATIONS MAKE GENERAC MODEL 3.9DTA CYLINDERS 4 in-line DISPLACEMENT 3.9 Liter (238 cu.in.) BORE 104 mm (4.09 in.) STROKE 115 mm (4.52 in.) COMPRESSION RATIO 16.5:1 INTAKE AIR Turbocharged/Aftercooled NUMBER OF MAIN BEARINGS 5 CONNECTING RODS 4 -Drop Forged Steel CYLINDER HEAD Cast Iron Overhead Valve PISTONS 4- Aluminum Alloy CRANKSHAFT Hardened, Steel VALVE TRAIN LIFTER TYPE Solid INTAKE VALVE MATERIAL Special Heat Resistant Steel EXHAUST VALVE MATERIAL Special Heat Resistant Steel HARDENED VALVE SEATS Replaceable ENGINE GOVERNOR 0 MECHANICAL Standard FREQUENCY REGULATION, NO-LOAD TO FULL LOAD ... 5.0% STEADY STATE REGULATION ±0.33% LUBRICATION SYSTEM TYPE OF OIL PUMP Gear OIL FILTER Full flow, Cartndge CRANKCASE CAPACITY 18 Litres (19 qts.) OIL COOLER Oil to water COOLING SYSTEM TYPE OF SYSTEM Pressurized, Closed Recovery WATER PUMP Pre-Lubed, Self -Sealing TYPE OF FAN Pusher NUMBER OF FAN BLADES 7 DIAMETER OF FAN 457 mm (18 in.) COOLANT HEATER 120V, 1800 W FUEL SYSTEM FUEL it2D Fuel (Min Cetane 4140) (Fuel should conform to ASTM Spec.) FUEL FILTER & WATER SEPERATOR Single Cartndge FUEL INJECTION PUMP Stanadyne FUEL PUMP Mechanical INJECTORS Multi -Hole. Nozzle Type ENGINE TYPE Direct Injection FUEL LINE (Supply) 7.94 mm (0.31 in.) FUEL RETURN LINE 6.35 mm (0.25 in.) STARTING AID Glow Plugs ELECTRICAL SYSTEM BATTERY CHARGE ALTERNATOR 30 Amps at 24 V STARTER MOTOR ... 24 V RECOMMENDED BATTERY (2)-12 Volt. 90 A.H., 4DLT GROUND POLARITY Negative outage No mahout capability la available Icrthis rating. ;Ali ratings in ecaOr4andewith 655514.1603046 Pmnepawerlethe maximum power avadebiealvanableload A 10% ovenoad capacity le evadable tor GENERAC® POWER SYSTEMS. INC. SDO6O OPERATING DATA STANDBY , PRIME SD060 SDO60 GENERATOR OUTPUT VOLTAGE/KW-60Hz 120/240V, 1 -phase, 1.0 pl. NOTE Consurtyow 120/208V, 3-phase, 0.8 pf Generecdee6er Or addiacriovafafies 60 60 Bated AMP 48 48 Hated AMP 250 208 200 166 MOTOR STARTING KVA Maximum at 35% instantaneous voltage dip 120/208/24DV 120/208/240V with optional alternator, 60 Hz 164 164 FUEL Fuel consumption -60 Hz Load IAN la Mk @z gal./hr. 4.3 3.6 3.6 3.0 liters/hr. 16.3 13.5 13.6 11.3 Fuel pump lift 36' 36' COOLING Coolant capacity Systam - ilt. (US gal.) 15.9 (4.2) 15.9 (4.2) Engine - lit. (US gal.) 6.4 (1.7) 6.4 (1.7) Radiator - lit (US gal.) 9.5 (2.5) 9.5 (2.5) • Coolant flow/min. 60 Hz - lit. (US gar.) 128 (34) 128 (34) Heal relact on to extant 60 Hz full load ETU/hr. 170,900 136,700 Inlet air to radiator 60 Hz - ma/min. (cfm) 204 (7,200) 204 (7,200) Max. air temperature to radiator °C (°F) 54.4 (130) 54.4 (130) Max. ambient temperature °C (°F) 48.9 (120) 48.9 (120) COMBUSTION AIR REQUIREMENTS Flow al rated power 60 Hz - dm 209 168 EXHAUST Exhaust floe at rated output 60 Hz- r 4Tr . (dm) 15.5 (549) 12.4 (439) Max recommended back pressure 'Hg 1.5 1.5 Exhaust temperature 60 Hz (full load) °C (°F) 524 (975) 459 (858) Exhaust outlet size 3" 3' ENGINE Rated RPM 60 Hz 1800 1800 HP at rated KW 60 Hz 92 74 Piston speed 60 Hz - rnrmin. (ft./min.) 414 (1358) 414 (1358) BMEP 60 Hz • psi 170 138 DERATION FACTORS Temperature 5% tor every 10°C above - °C 25 25 2.77% for every 10°F above - °F 77 77 Attitude 1.1% for every 100 m above - m 1829 1829 3.5% for every 1000 ft. above - ft. 6000 6000 STANDARD ENGINE & SAFETY FEATURES SDo6o ■ High Coolant Temperature Automatic Shutdown ■ Low Coolant Level Automatic Shutdown • Low Oil Pressure Automatic Shutdown • Overspeed Automatic Shutdown (Solid-state) • Crank Limiter (Solid-state) IN Oil Drain Extension • Radiator Drain Extension • Factory -Installed Cool Flow Radiator • Closed Coolant Recovery System ■ IJV/Ozone Resistant Hoses • Rubber -Booted Engine Electrical Connections • Secondary Fuel Filter ■ Fuel Shutdown Solenoid • Batteries 2 - 12 Volt 90 AH • Stainless Steel Flexible Exhaust Connection • Battery Charge Alternator • Battery Cables ■ Composite Battery Box ! Vibration Isolation of Unit to Mounting Base • 24 Volt, Solenoid -Activated Starter Motor • Air Cleaner • Air Cleaner Service Indicator ■ Fan Guard (CSA Compliant) • CSA Guarding • Critical Grade Muffler (Shipped Loose With Open Unit) ■ High Temperature Exhaust Wrap ■ Altemator Tropicalization • Resists Moisture, Fungus and Abrasives • In Addition to Standard Class H Epoxy Impregnation Coating • Upsized Alternator For Increased Motor Starting ■ Propylene Glycol 50/50 Mix Antifreeze ■ Oil (19.0 Quarts) • Coolant Expansion and Recovery Tank ■ Extended Factory Test (2.5 Hr.) • Stepped Loads • Frame Temperature Test ■ Specification Sheet Does Not Reflect Any Verizon Wireless Corporate Authorized Variances. • 'E' Control Console — Digital/Analog Hybrid • Communication Software tor Remote Access • Analog Reading AC Volts • Analog Reading AC Amps • Analog Frequency • Emergency Stop Button • Audible Alarm • 11 Gauge Control Panel Enclosure • Programmable Engine Control (See Bulletin #0161310SBY For Details) • 20 Light Annunciator Generator Alarms • 8 Form C Dry Contact Output Relays • 120 Volt Coolant Healer 1800 Watt with 3 Wire Connection Cord • Mainline Circuit Breaker • 200 Amp & 100 Amp — 120/240 Single Phase • 200 Amp 8 50 Amp — 120/208 Three Phase ■ Flexible Fuel Lines • Fuel Pressure Loss Protection System • UL2200 Listed • Basetank • 48 Hr. Runtime at 100% Load • Double Wall • 125% Engine Fluid Containment and Alarms of all Generator Liquids • Fuel Level Sender and Visible Level Gauge • Rupture Basin Alarm • Emergency Vents • Check Valve (inlet and return) • FM Fusible Link (165°F) Shutoff • UL 142 Listed 1 Five Year Extended Warranty ■ Enclosure Options • Open Generator Set w/ Duct Adapter • Weather Protective Sound Attenuated Enclosure w/ Enclosed Critical Grade Muffler and Flex Exhaust 1 24V Duel -Rate 10 Amp Battery Charger With 120V 3 Wire Connection Cord Distributed by: Derpn and h;Adt inns hnbpd to change Mihail notice Dmensone sham ere apprnbmob Contac you Garwec daffier for Denied drawings DO NOT USE THESE DIMENSi0N5 FOR INSTALLATION PURPOSES See Installation Drawing 0 E3700 For Details mm [in] 11111112L.61 i Lr •1M1 1 M• roan "worm Nfe •r1X NM•Nr GENERAC' POWER SYSTEMS. INC. • P.O. BOX 8 • WAUKESHA, WI 53187 262/544-4811 • FAX 262/544-4851 Bunein 0157530SDY /Printed in USA 62.03, tev D4 03 02003 Genera&PowerSystems.Irrc A 1nghtsresenredAllspecdcalionssubtract torhanpe+Wnhouinotice. Underwriters Laboratories Inc. GENERAC CORP UL COORDINATOR HWY 59 PO BOX 8 WAUKESHA WI 53186 Northbrook. Ilhsnois • (847) 272-8800 Melville, New Yor1 • (631) 271-6200 Sanaa Clara. Caltiom:a • (408) 985-2400 Research Inang.ie Park North Caroltina • (915) 549-1400 Camas. Washington• (360) 817-5500 RE: Project Number(s) - 00NK50377 Your most recent Certification is shown below. You may also view this information, or a portion of this information (depending on the product category), on UL's Online Certifications Directory at www.ul.com/database. Please review the text and contact the Conformity Assessment Services staff member who handled your project if revisions are required. For instructions on placing an order for this information in a 3 x 5 -inch format, you may refer to the enclosed order form for UL Card Service. FTSR January 31, 2002 Engine Generators; GENERAC CORP AU3493 HWY 59 PO BOX 8, WAUKESHA WI 53186 Stationary engine generator assemblies. Stationary engine generator assemblies, Models 04077, 04079, 04109, 04176, 04177, 09178. Mode] 04358. Models 04389, 04390, 04456, 04664, 09665, 04666, 04679, Models 00907, 00908, 00909, 00910, 00911, 00912, 00913, 00919, 04090, 04091, 04092, 04093, 04094, 04095, 09096, 04112, 04113, 04119, 04115, 04116, 04117, 04118, 04119, 04134, 09188, 04189, 04370, 04371, 04474, 09475. All models may contain an additional one digit suffix. Model SD followed by any number 175 to 400, followed by a dash. followed by G, j or K followed by 3, followed by 6, followed by 120, 13.3 or 16.0, followed by D, followed by 18, followed by C, D or E, followed by 2' followed by Y or N, followed by N or L, followed by C Model SD followed byany number 60 to 180, followed by a dash, followed by G. ] or K followed by 3, followed by 6, followed by9.0, 5.0, or 7.5, followed by D, fllowed by 18, followed by C, D or E, followed by B or D or P, followed by N, followed by N or L, followed by C. Models 9136, 4137, Model SD followed by any number 008 to 050, followed by a dash, followed by A, G, J or K followed by 1 or 3, fol- lowed by 6, followed by 01.0. 030, or 033, followed by D, followed by 18, followed by C, D or E. followed by P D or B. followed by N, Y or 5, followed by N, Y or L, followed by C. Models 04311, 04313 (Type DG59). Models 004123, 004144,004145, 004146, 004373, 00438A, 004531, 004625, 004626, 004627; Model SG followed by any number 020 to 200, fol- lowed by a dash, followed by A, G, J or K followed by 1 or 3, followed by 6, followed by 03.0, 04.3, 05-7, 06 8 or 13.3, followed by L, N or V, followed by 18, followed by C. D or E, followed by P. D or B. followed by N, Y or 5, followed by N, Y or L, followed by C. Model SD followed by any number 400 to 2000, followed by a dash, followed by G, J or K followed by 3, followed by 6, followed by 19.6, 16.8, 18.5, 22.2, 24.5, 33.9, 37.0, 49.0 or 65.3, followed by D, followed by 18, followed by C, D or E, followed by P, followed by N, Y or 5, fol- lowed by N or L, followed by C. LOOK FOR LISTING MARK ON PRODUCT 380636001 Page 1 of 1 A. TYDi-10I 210411 010ar, ozanor, deo.caied 10 pubncc safeiy and ccmmlttec lc quality service _, S ttr u a DIVER TAM( EFERGENCT WENT J !,5 ii 21 9 mai in 1� i m W i 2 f d i ♦` f 112 NPT HALF rn1PLlrc 4' !PT WELD FLA10.i V a 5 — 1u W f II N h e m 9 0 6 0 a 0 r n Y/ 1, qWh Id 0 0 l0 w P-1 iN 6 0 0 m t 0 W -J FEW, TELUDM MARKETING, LTD. MED) 8 14 70G2 15:09;ST. 15:DS'NCI.5D0D16a12 P 3 itiducirinl Power iiretwaelf Power $3B Ps *VW BM. Lombard. L 8Q148.3249 exessluara Auguct 14, 2002 Verizon wireless 8350 E. Crescent Parkway SLAB #400 l3reenwood Village, CD 80122 Re: XL X000 MSDS & Electrolyte information Eieevfliyie values prim era aslimateal quantities deslpnGd 10 meet or exceed raponrrlp reauirements of all thrown, epoliceble health and safety codes. Product Lina Abwh a XL Modal filflumbntr XL -2000 or eons 1 Specific Gravity '1.23&..350 % or F.lealrelyis Weight 19%..24%i Weight of Elawkralyia par Gall 94.5 BWhuIc Acrd per Coil iLtbt) 252 anew* of PJacfrolyt8 par Coll 1,6 IAbsol►Ao XL 01-2OOO _ 24 1. 1.350 1854.24% ! Weight of Eiacvoiyre per 24 Calla AW r ¶54 Sulfuric Aoki per 74C4dt {Ciba} soca Galion of Baal:mire par 24 Collo 38,4 AGM TaalmWopy-Abiorhed G1aaa M t-t•ianee florins eiodrolyte VRL4- valve replltetstl lead add -Wet. lion-Spllldble" batteries J iNDUSMIAL Poral I. Product Identification MA.TERIAL SAFETY DATA SHEET A Division of r r4aFi Koaeo,m Chemical/Trade Name (Identity used on label): ABSOLYTE -XL- V/O-Sealed Lead Acid Battery Cnemical Family/Classification: Electric Storage Battery Company Name: Exide Technologies Division or Department: GNB industrial Power Address: 829 Park -view Boulevard Lombard, Illinois 60148-3249 800-872-0471 Contact Telco -lame Number. Questions concerning MSDS Mr. Richard Tnompson (972) 335-2121 x40 Transportation Emergencies: CEEMTiLEC Within the United States - Toll-free: Outside the United States - Call collect: 24 hours: (800) 424-9300 (703) 527-3887 II. Hazardous Ingredients CAS Exposure Limits MATERIAL % by Weight NUMBER OSHA ACGIH Lead 67-77 • 7439-92-1 0.05 mg/m• 0,15 mg/m5 Electrolyte: Vapor Pressure (mm fig at 20°C): 10 Vapor Density (A]R 1):• Greater than 1 (Sulfuric Acid) 18-24 7664-93-9 1 mg/m3 • 1 mg/m3 Case Material: Polypropylene 2-5 9003-07-0 N/A N/A Antnnony Oxide {0.6 7440-36-0 0.5 mglw3 0.3 mghn3 Separator 2-3 N/A N/A N/A Copper <1 7440-50-8 1 mg/m3 N/A Tin <0.2 N/A 2 mg/m3 N/A. Cadmium 0.2-0.3 7440-93-9 0.05 mg/m3 0.05 mg/m3 Antimony 0.2-0.4 7440-36-0 0.5 mg/m3 0.5 mghm3 . Pbvsical Data Matertals (at normal temperatures): Electrolyte Appearance and Odor. Electrolyte is a clear liquid with a sharp, penetrating, pungent odor. Boiling Point (at 76D MM Hg): 2037 Melting Paint. N/A Specific Gravity (H2O..1): 1.230-1.350 Vapor Pressure (mm fig at 20°C): 10 Vapor Density (A]R 1):• Greater than 1 Solubility in Water: • 100% 9/0 Volatiles by Weight N/A Evaporation Rate (Bury: Acetate -1): Less than 1 IV. Health Hazard information Routes of.Ent y: Sulfuric Arad: Under normal conditions of use, sulfuric acid vapors and mist are not generated. Sulfuric acid vapors and mist may be generated when product is overheated, oxidized, or otherwise processed or damaged. Lead Compounds: Under normal conditions of use, lead dust, vapors, and fumes are not generated. Hazardous exposure may occur when product is overheated. oxidized, or otherwise processed or damaged to create dust. vapor. or fumes. Inhalation: Sulfuric Acid vapors or mist may cause severe respiratory irritation. Lead dust or fumes may cause irritation of upper respiratory tract or rungs. PART NUMBER. Z9-MSDS-ABSXLVO Updated Aupust, 2001 REV. AB 1 of 4 Absolyte XL V/0 Sealed Lead Acid Battery —!BD•1 ANY PHOTOCOPY MUST EE OF THIS ENTIRE DOCUMENT Sldn Contact: Sulfuric Acid may cause severe irritation:burns and ulceretran. Lead Cortrpoamds are not readily absorbed through the skin Skin Absorption: Sulfuric Acid is not readily absorbed through the skin. Lead Commands are not readily absorbed through the sign Eye Contact Sulfuric Acid vapors or mist can cause severe irritation, burns, cornea damage and possible blindness. Lead Compounds may cause eve irritanon• Ingestion: Sulfuric .Acid may cause severe imtation of mouth, throat, esophagus and stomach. Lead Compounds may cause abdominal pail, nausea, vomiting, diarrhea and severe cramping. Acute ingestion should be treated by physician. SIGNS AND SYMPTOMS OF OVEREXPOSURE Acute Effects: Sulfuric Amid may cause severe skin irritation, bions, damage to cornea and possible blindness and upper respiratory irritation. Lead Compounds may cause abdominal pain. nausea, headaches, vomiting. diarrhea, severe cramming and difficulty in sleeping. Chronic Effects: Sulfuric Acid may lead to scarring of the cornea inflammation of the nose, throat and bronchial tubes and possible erosion of took enamel. Lead Compounds may cause anemia, damage to the kidneys and nervous system. May cause reproductive harm in both males and females. POTENTIAL TO CAUSE CANCER Lead Cm:paunch - Human studies are inconclusive regarding lead exposure and an increased cancer risk. The EPA and the International Agency for Research on Cancer (IARC) have categorized lead and inorganic lead compounds as a B2 classification (probable/possible human carcinogen) based on sufficient anima] evidence and inadequate haiman evidence EMERGENCY AND MST AID PROCEDURES Inhalation: Sulfuric Acid - Remove to fresh air immediately. If breathing is difficult, give oxygen. Lead Compounds - Remove from exposure; gargle, wash nose and eyes and consult physician. Skin: Sulfuric Acid - flush with large amounts of water for at least 15 minutes, remove any contaminated clothing and do not wear again until cleaned. If acid is splashed on shoes, remove and discard if they contain leather. Lead Compounds are not readily absorbed through the skin Eyes: Sulfuric Acid - flush immediately with coo] water for at least 15 minutes, then consult physician. Lead Compounds - flush immediately -with cool water for at ]east 15 minutes, then consult physician. ingest' on: Sulfunc Acid - give large quantities of water; DO NOT induce vomiting, then consult physician. Lead Compounds - consult a_physidan. a Data Flash Point: Flammable Limits: Not applicable. Lower 4.1% (Hydrogen gas) Upper 74.1% Extinguishing Media: Carbon Dioxide (CO2): foam: dry chemical. _ Special Fire Fighting Procedures: If batteries on charge, tum off power. Use positive pressure, self-contained breathing apparatus. Water applied to electrolyte generates heat and causes it to splatter. Wear acid resistant clothing. Unusual Fre and Explosion Hazard: . Hydrogen and oxygen gases are produced in the cells during normal battery operation as when on charge (hydrogen is highly• flammable and oxygen supports combustion). Theae gases enter the air through the vent caps. To avoid risk of fire or explosion, keep sparks and other sources of ignition away from the, battery, and ensure that adequate ventilation is provided. Do not allow metallic matena] to simultaneously cora= both the positive and negative terminal of batteries. Follow manufacturers' instructions for mstallation and•operation. PART NUMBER: Z4-MSDS-ABSXLV0 Updated August, 2001 REV: A6 2 of 4 Abaolyte XL V/0 Seated Lead Arid Battery — IBD -1 ANY PHOTOCOPY MUST BE OF THIS ENTIRE DOCUMENT VI. Reactivity Data Stability: = unstable ! C Stable ]ncompatibilrty (Matenat to Avoid): Combination of sulfuric acid with combustibles, and organic matenals may agents, most metals, carbides, chlorates, nitrates, and picrate. Lead Compound. Potassmam. carbides, sulfides, peroxides, phosphorus and Conditions to Avoid: Sparks and other sources of ignition. Prolonged overcharge and overheating cause fire and explosion. Also avoid strong reducing sulfur. Hazardous Decomposition Products: Sulfunc Acid: Hydrogen, sulfur dioxide, sulfur trioxide, hydrogen sulfide, and sulfuric acid must. VII: Control Measures Hazardous Polymenzanon: ❑ = May Occur ■ = Will Not Occur Engineering Controls: Store and handle lead acid batteries in well ventilated areas. Work Practices: Make certain vent caps are an tightly. Follow all manufacturers' recommendations when stacking or palletizing. Do not allow metallic materials to simultaneously contact both the positive. and negative terminals of the batteries. Use a battery carrier to lift a battery or place hands at opposite corners to avoid spilling acid through the vents. Avoid. contact with internal components of the batteries. PERSONAL PROTECTIVE EQUIPMENT Respiratory Protection: None are required under nomnal conditions. If an overcharge or overheating condition exists and concentrations of sulfuric acid • mist are known or suspected to exceed PEL, use NIOSH or MSHA approved respiratory protection Eyes are Pace: Chemical splash goggles or face shield. - Hands, Arm, Body: Rubber or plastic acid resistant gloves with elbow length gatmtlet. Other Special Clothing and Equipment Acid resistant apron. Under severe exposure or emergency conditions, wear acid resistant clothing and boots VIII. Safe Handling Precautions Hygiene Practices: Wash hands thoroughly before eating, drinking or smoking after handling batteries. Protective Measures to be taken during non -routine tasks including equipment maintenance: Charged batteries can present an electrical hazard. Take all appropriate precautions. SPILL OR LEAK PROCEDURES Protective measures to be taken if material is released or spilled: Remove combustible materials and all sources of ignition. Stop flow of materia] and contain spill by dildng with soda ash (sodium carbonate) or quick lime (calcium oxide). Carefully neutralize spill with soda ash, etc. Make certain mixture is neutral then collect residue and place in a drum or other suitable container with a label specifying "contains hazardous waste" or (if uncertain call distributor regarding proper labeling procedures). Dispose of as hazardous waste. If battery is leaking, place battery in a heavy duty plastic bag. Wear acid resistant boots, faceshield, chemical splash goggles and acid resistant gloves, DO NOT RELEASE UNNEUTRALIZED ACID. Waste Disposal Methods: Sulfuric Acid: Neutralize as described above for a spill, collect residue and place in a container labeled as containing hazardous waste. Dispose of as a hazardous waste. If uncertain.about labeling procedures, cal] your local battery distributor or contact listed at beginning. DO NOT FLUSH LEAD CONTAMINATED ACID TO SEWER. Batteries: Send to lead smelter following applicable federal. state and local regulations. PART NUMBER: Z139MSDS-ASSXLVD Updated August, 2001 REV: AB 3 of 4 Absoiyte XL V/0 Sealed Lead Acid Battery — IBaf ANY PHOTOCOPY MLTST BE OP THIS ENSI'IIRE DOCUMENT A. Other REGULATORY INFORMATION. NFPA Hazard sung for Sulfuric Acid: Flammability (Red) = 0 Health (Blue) = 3 Reactivity !YeIlow) -- US DOT identif cation and description for this battery is. US Batteries, wet, non -spillable, 8, UN 2800, PG HI Label: Corrosive (Exceptions 173.159, paragraph (d), C.F.R. 49) For air shipments, see International Air Transportation Aaeociation Dangerous Goods Regulations Manual, speial provisions A.48 and A-67. Far ocean shipments, see International Maritime Dangerous Goods Code, P. 8121. This is to certify that the `Non -Spillable" batteries are capable of withstanding the Vibration and Pressure Differentia? Test, and E n temperature of 55°C, the electrolyte will not flow from a ruptured or cracked case. The batrenes have been protected against short circuits and securely packaged The batteries and outer packaging must be plainly marked `Non -Spillable" or "Non -Spillable Battery". PROPOSITION 65 WARNING Battery posts, terminals, and related accessories contain lead and lead campotmds, chemicals known to the State of California to cause cancer and reproductive harm. Wash hands after handling. The National Toxicology Program (NTP) and the lnttrnational Agency kr Research on Cancer (IARC) have classified "strong inorganic acid Hist crmtaimng sulfuric acid" as a. substance that is carcinogenic to humans This classification does.not apply to liquid forms of sulfuric acid or sulfuric acid solutions contained within a battery. Inorganic acid mist (sulfuric acid mist) is not generated tinder normal use of this product. Misuse of the product, such as overcharging, may however result in the generation of sulfuric acid mist This product contains sulfuric acid (CAS #7664-93-9), an extremely hazardous substance (40 CFR 355.30), that may be subject to the reporting requirements of Sections 3021304, 311/312 and Section 313 (only acid aerosols including mists, vapors, gas, fog, and other airborne forms) of the Superfmd Amendments and Reauthorization Act of 1986 (SARA), and 40 CFR Paris 355, 370 and 372 (Cammumty Right-to-ICnow), This product contains lead. (CAS #7439-92-1) andlead compounds, chemicals that may be subject to the reporting requirements of Sections 3111312 and Section 313 of SARA and 40 CFR. Parts 370 and 372 (Co=unity Right -to -Know) PREPARED BY: ENVIItONMEhITAL, SAFETY AND HEALTH DEPARTMENT GNB INDSTRIAL POWER 829 PARKVIEW BOULEVARD LOMBARD, IL 60148-3249 VENDEE AND TIMID PERSONS ASSUME THE RISK OF INJURY PROXIMATELY CAUSED BY THE MATERIAL IF REASONABLE SAFETY PROCEDURES ARE NOT FOLLOWED AS PROVIDED FOR IN THE DATA SHEET, AND VENDOR SHALL NOT BE LIABLE FOR INJURY TO VENDEE OR THIRD PERSONS PROXIMATELY CAUSED BY ABNORMAL USE OF THE MATERIAL EVEN IF REASONABLE PROCEDURES ARE FOLLOWED. ALL PERSONS USING THIS PRODUCT, ALL PERSONS WORKING IN AN AREA WHERE THIS PRODUCT IS USED, AND AIL PERSONS HANDLING THIS PRODUCT SHOULD BE FAMILIAR WIT THE CONTENTS OF THIS DATA SHEET. THIS INFORMATION SHOULD BE hN CTIVELY COMMUNICATED TO EMPLOYEES AND OTHERS WHO MIGHT COME IN CONTACT WITH THE PRODUCT. • WHILE THE INFORMATION ACCUMULATED AND SET FORTH HEREIN IS RFT .'rFVED TO BE ACCURATE. AS OF TEE DATE HEREOF, E3CIDE TECHNOLOGIES MAICES NO WARRANTY WITH RESPECT THERETO AND DISCLAIMS ALL LIABILITY FROM RELIANCE THEREON. RECIPIENTS ARE ADVISED TO CONFIRM N ADVANCE OF NEED THAT THE INFORMATION IS CURRENT. APPLICABLE. AND SUITABLE FOR THEIR PARTICULAR CIRCUMSTANCES PART NUMBER: Z99-MSDS-ABSXLVO REV: AB Updated August, 2001 4 of 4 Absolyte XL VID Sealed Lead Acid Battery — IBD -1 ANY PHOTOCOPY MUST BE OF Tms ENTIRE DOCUMENT lied la La Z. J. 4.; LrJC FROM TELCDP MEETING, LTO. V LIA-ul, Wil•���.-,.� (YEN 8 14 2002 15 :11 /5i. 15:08/MC. 5000)69' 29 P 9 ,-rcHNur.nc1 - DATE' R,: BATTERIES. WET, 'NON•SPILL.ABLE" GNB 'liar, 5piJlahle` type batteries are creepier? from, }hs Hazardous Material RqutatiDns ;cr the following tree mocas of transportatksrr, Air, War enc Ground, References: Department of ?ransponatien Cade of general Regulation Title 49 Section 173.139 Para. Internatiorral,Ae. Transport ,Aserociaiion (IATA) Dangerous Goads Regulations 37th Edition Pecking Instruction $ 80S and Special Provisions A-48 and A.57 are applicable. inierneiional :•-ie Dangerous Goods Regulations Page 8125 Amendment # 27 This is to certify that the 'Non-Spltlatble' batteries are =pabie ct will-Mandtn5 the Vfbratton and Pressure Dllierential Test and at a temperature or 55 Degrees Centigrade, the electrolyte will not now From a ruptured Cr cracked case. The batteries have been protected against short circuits and securely packaged. The 13a-tterte3 artd the outer packaging must be plainly marred'Narr-Sotrlaple' or -Nan-Spillable Battary" GNI] Non -Spillable type battens;;ra: Absotyte UP WO EV8tuhamplon LD • Stowaway/12.500D Gsbtewatch [VSB Aosalyte liP(Chem;Ston MSA LSD art Cole Robert D. Costanza Dlrecror Of Engineering Corporate Traffic Manager, ECO arid Duality Assurance February) 26, 1896 CND Ireimulpgirr 1329I'arlvlrw Boufrvnrrf 1 rrllii,a d,1L,,drtltx.2_d9 1►ii4pivorir 1 nti..419 521; ricike Gunhlf' Cnurp,+!'. SPS - Eye-lert Emergency Eyewash Page 1 of 1 PRO -AM AAFETr PRODUCT STONE Sub -Categories Accessories Drench Hoses Eyewash Fixed Eyewash Gravity Fed Personal Showers Main Categories Confined Space Ergonomics Eye Protection Eyewash / Showers Facility Safety Fall Protection Fire Safety First Aid Footwear Hand Protection Head / Face Protection Hearing Protection Instrumentation Lockout / Tagout Protective Clothing Respiratory Traffic Safety Welding Home I Search I View Order 1 Customer Service Eye-lert Emergency Eyewash These emergency wash stations provide for immediate flushing of eye or body following contact with acids, caustics and other water soluble irritants. Specifications: Packaged in sterile, tamper proof bottles. Housed in a station with both double -back tape and screw holes for easy mounting. Available in a variety of sizes in convenient pull-out display. Click on the Unit of the Item you want to add to your Order Item # Description - (Mfg Item #) Unit 4029 Eye-Lert Eye Wash Solution, Sterile 1 oz. - (02- EACH 06-99) 406 Personal Eyewash Bottle, 1 oz. - (03-20-45-8) BOK/8 CASE/96 33308 Station With One 32 Bottle - (12-60-32) EACH CASE/8 405 Personal Eyewash Bottle, 4 oz. - (12-60-40) EACH CASE/12 8593 Station with two 32 oz. Bottles. - (12-70-42) EACH 403 Station With One 16 oz. Bottle - (127033) EACH CASE/8 Accessories 404 Replacement Bottle, 16 oz. - (12-60-34) EACH CASE/12 4030 Replacement Bottle, 32 oz. - (12-60-37) EACH CASE/12 9394 Replacement Backboard Only for 32oz Eye- EACH Lert Station - (90-20-03) Home I Search E View Order I Customer Service Pro -Am Safety, inc. - 551 Keystone Drive - Warrendale, PA 15086 www.pro-am.com - info@pro-am.com - 724.776.1818- Fax: 724.776.2263 ? 1995-2000 Pro•Am Safety, Inc. http://www.pro-am.com/Catalog/Exec/product.asp?product_id=111 4/14/03 NORTH HEALTH CARE - BUFFERED EYELERT 6/11/1993 Page 1 of 3 NORTH HEALTH CARE BUFFERED EYELERT Revised: 6/11/1993 5T061, 5T062, 5T063, 5T064, 5T997 NORTH NORTH HEALTH CARE 1515 ELMWOOD ROAD ROCKFORD, IL 61103 (815) 877-2531 HAZARD CODE 4=EXTREME 3=HIGH 2=MODERATE 1=SLIGHT 0=NEGLIGIBLE SECTION I Item Number: 5T061, 57062, 5T063, 57064, 5T997 Mfg. Model Number: 12-60-33, 12-60-32, 12-60-34, 12-60-37, 12-60-42 MATERIAL SAFETY DATA SHEET MAY BE USED TO COMPLY WITH OSHA'S HAZARD COMMUNICATION STD. 29CFR 1910.1200 STANDARD MUST BE CONSULTED FOR SPECIFIC REQUIREMENTS HAZARD INFORMATION LABEL DATA FLAMMABILITY 0 HEALTH 0 0 REACTIVITY N/A SPECIAL PRODUCT NAME: BUFFERED EYELERT SYNONYMS: EYEWASH MANUFACTURER'S NAME: NORTH HEALTH CARE ADDRESS (NUMBER, STREET, CITY, STATE AND ZIP CODE): 1515 ELMWOOD ROAD ROCKFORD, IL 61103 EMERGENCY TELEPHONE NUMBER: 815-877-2531 TELEPHONE NUMBER FOR INFORMATION: 615-877-2531 DATE PREPARED: 6/11/93 PREPARED BY: PHILLIP L. RIVES SECTION II - HAZARDOUS INGREDIENTS/IDENTITY INFORMATION COMPONENT NAME CAS# OSHA PEL ACGIH TLV WATER 7732185 SODIUM CHLORIDE 7647145 DISODIUM EDTA, DIHYDRATE 6361-92-6 MONOBASIC SODIUM PHOS- PHATE 10049-21-5 DIBASIC SODIUM PHOSPHATE 7782-85-6 BENZAL KONIUM CHLORIDE N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 97.93 0.39 0.10 0.25 1.31 file://C :\windows\TEMP\NORTH%20HEALTH%20CARE%20- %20B UFFERED %20EYEL... 4/9/03 NORTH HEALTH CARE - BUFFERED EYELERT 6/11/1993 Page 2 of 3 50% 8001545 N/A N/A 0.02 ALL INGREDIENTS ARE NON -HAZARDOUS SECTION III - PHYSICAL/CHEMICAL CHARACTERISTICS BOILING POINT: 100 DEG SPECIFIC GRAVITY (H20=1): 1.0 VAPOR PRESSURE (MM HG): NE MELTING POINT: <OC VAPOR DENSITY (AIR=1): NE EVAPORATION RATE (BUTYL ACETATE=1): NE SOLUBILITY IN WATER: COMPLETELY SOLUBLE APPEARANCE AND ODOR: CLEAR, COLORLESS, NEARLY ODORLESS LIQUID WHICH FOAMS WHEN SHAKEN. SECTION IV - FIRE AND EXPLOSION HAZARD DATA FLASH POINT (METHOD USED): N/A FLAMMABLE LIMITS: NONE LEL: N/A UEL: N/A EXTINGUISHING MEDIA: N/A SPECIAL FIRE FIGHTING PROCEDURES: NONE UNUSUAL FIRE AND EXPLOSION HAZARDS: NONE SECTION V - REACTIVITY DATA STABILITY: ( ) UNSTABLE CONDITIONS TO AVOID: NONE (X) STABLE INCOMPATIBILITY (MATERIALS TO AVOID): NONE HAZARDOUS DECOMPOSITION OR BYPRODUCTS: NONE HAZARDOUS POLYMERIZATION: ( ) MAY OCCUR CONDITIONS TO AVOID: NONE (X) WILL NOT OCCUR SECTION VI - HEALTH HAZARD DATA ROUTE(S) OF ENTRY: INHALATION? SKIN? (X) INGESTION? HEALTH HAZARDS (ACUTE AND CHRONIC): NONE CARCINOGENICITY: NTP? NO IARC MONOGRAPHS? NO OSHA REGULATED? NO SIGNS AND SYMPTOMS OF EXPOSURE: NONE MEDICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE: NONE KNOWN EMERGENCY AND FIRST AID PROCEDURES: NONE SECTION VII - PRECAUTIONS FOR SAFE HANDLING AND USE STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: SOAK UP WITH ABSORBENT MATERIAL. WASTE DISPOSAL METHOD: CONSULT CURRENT, LOCAL, STATE AND FEDERAL REGULATIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING: NONE OTHER PRECAUTIONS: NONE SECTION VIII - CONTROL MEASURES RESPIRATORY PROTECTION (SPECIFY TYPE(: N/A file://C:\windows\TEMP\NORTH%20HEALTH%20CARE%24-%20BUFFERED%20EYEL... 4/9/03 NORTH HEALTH CARE - BUFFERED EYELr.K'1' b/1111993 rage . of VENTILATION: LOCAL EXHAUST MECHANICAL (GENERAL) PROTECTIVE GLOVES: NONE EYE PROTECTION: NONE OTHER PROTECTIVE CLOTHING OR EQUIPMENT: NONE WORK/HYGIENIC PRACTICES: NONE SPECIAL OTHER N/A = NOT APPLICABLE NE = NOT ESTABLISHED THE INFORMATION AND RECOMMENDATIONS SET FORTH HEREIN ARE TAKEN FROM SOURCES BELIEVED TO BE ACCURATE AS OF THE DATE HEREOF, HOWEVER, NORTH HEALTH CARE MAKES NO WARRANTY WITH RESPECT TO THE ACCURACY OF THE INFORMATION OR THE SUITABILITY OF THE RECOMMENDATIONS, AND ASSUMES NO LIABILITY TO ANY USER THEREOF. f 1e://C:\windows\TEMPINORTH%20HEALTH%2OCARE%20-%20BUFFERED%20EYEL... 4/9/03 Hill THE WALL-MOUNTTM AIR CONDITIONERS - WA (6OHZ) CLIMATE CONTROL SOLUTIONS , WA -SERIES Refrigerant 22 60Hz 1.5 to 5 Ton (18,300 to 57,500 Btuh) Right Side Control Panel The Bard Wall -Mount Air Conditioner is a self contained energy efficient system which is designed to offer maximum indoor comfort at a minimal cost without using valuable indoor floor space or outside ground space. This unit is the ideal product for versatile applications such as: new con- struction, modular offices, school modernization, telecommunication struc- tures, portable structures or correctional facilities. Factory or field installed accessories are available to meet specific job requirements. CERMIED Engineered Features Aluminum Finned Copper Coils: Grooved tubing and enhanced lou- vered fin for maximum heat transfer and energy efficiency Twin Blowers: Move air quietly. Most models feature multispeed blower motors providing airflow adjustment for high and low static operation. Motor overload pro- tection rs standard on all models. Air Conditioner Compressor: Reciprocating compressors are designed for high compression ratios. Equipped with crankcase heater and dual discharge muffler. Standard on 1.5 and 2 ton models E1st'iriaat:Components; -=-_ _ "?Basi ccessiblt~-fo, toutlne-inspeU tlnn_ iffThiainienanct;#h'rou0h:g:flEnt Niki rise i*EVrinf mlrjg;Teatgresaa Add "= a _!lj Cceal oOver_.to 1hek, final a ekerx p31G' Iscoar�ectiswitch_.-; Scroll Compressors are designed for increased efficiency. quieter operation and improved reliability for longer life. Eliminates need for crankcase heater. Standard on 2 5 to 5 ton, and available on 2 ton models Phase Rotation Monitor: Standard on all 3 phase scroll com- pressors. Protects against reverse rotation if power supply is not properly connected Not required on reciprocating compressors. Galvanized 20 Gauge Zinc Coated Steel Cabinet: Cleaned, nnsed, sealed and dried before the polyurethane primer is applied The cabinet is handsomeiy finished with a baked on textured enamel which allows 11 to withstand 1000 hours of salt spray exposure. Electric Heat Scrips: Features an automatic limit and thermal cul -off safety control. Heater packages can be factory or field installed for all 1.5 through 5 ton models. One inch, Disposable Air Filters: Are standard equipment Optional one inch washable filters available and filter racks permit the addition of 2" pleated filter. Factory or field installed. Condenser Fan and Motor Shroud Assembly: Slides out for easy access. Barometric Fresh Air Damper: Standard on ai1 units. Allows up to 25% outside fresh air Built-in Circuit Breakers: Standard on all electric heal versions of single (230/208 volt) and Three phase (230/208 volt) equipment. Toggle disconnects are standard on all electric heat versions of three phase (460 volt) equipment Slope Top: Standard feature for water run-off. Full Length Mounting Brackets: Built into cabinet for improved appearance and easy installation. NOTE: Bottom mounting bracket Included to assist in installation Top Rain Flashing: Standard feature on at models Unit shown with optional Economizer Economizer Ventilation System Packages All packages are designed to meet your specific ventilation requirements utilizing one of five ventilation options for the product. The ventilation package is mounted within the unit eliminating the need for an exterior mounted hood or damper assembly on the unit. All assemblies can be factory installed, installed in the field at time of installation or as a retrofit system after installation. -Standard - Barometric Fresh Air Damper —Optional - Motorized Fresh Air Damper — Optional - Blank off Plate — Optional - Commercial Room Ventilator (CRV) -Optional - Economizer — Optional - Energy Recovery Ventilator Form No 53208-302 Page 1of12 Capacity and Efficiency Ratings x -MODELS WA1B2 'WA242 WA253 W4A302 'WA372 WA423 WA484 WA602 Cooling Capacity BT H 16,300 24.000 23.000 30 000 36,000 42,000 47.500 57.500 SEER 1020 10.50 11.00 10 60 10 00 10 60 11.00 10.20 ai Certified in accordance with ARI Standard 2101240-94 All capacity, efficiency and cost of operation information is based on high speed operation with fresh air cover plate Cover plate must be ordered separately and is recommended for use to obtain maximum energy efficiency where fresh air is not required Specifications 1-112 Ton through 3 Ton MODELS Cooling Capacity Healing Capaaty Elestrical3iadng-60 Hx Operebng Voltage Range C ompnasor-:Gireurt A Voltage Rated Losd Amps Branch Circuit Selection Current Lock Rotor Amps Compressor Type Fat►:Motor8 Condenser Fan Motor -HP -RPM Fan Molnr-Amps Fan -D Yt1CF M Blower,Motor4 Eva!). Blower Motor -HP- RPM -SPD Bower Motor -Amps CFM Coolrrg & E.S P w/Fllter (Rated -Wel Coil) Filter Sims finches) STD ShIppIn Weight-L`BS. _ WA182%4 14 "WA242,�-WA24243:-WA2S3=A .=WA253-t3 :.WA302-A, B I,WA302•', =WA302Z,': 1NA3724 WA3•$, 72 ViA372-C 18,300 24,000 24,000 + 23,000 23,000 30.000 jl 30,000 30.000 36,000 36,000 36.000 Sea Elecblc Heat Tattle 2197253 08 �21�253.1239/7 253013 �2197�2531 23197-253�2197 25306 11927.2533 230/208 230)108 7.0/8.0 9.0 49149 Reap. 115 - 1075 1.2 18"-1500 1/6-1100-1 116-1100-1 1.0 1.0 650- 40 800-.20 16x25x1 161425x1 300 300 9.5/10.0 10.0 56/56 Recip 2301208 6.6/6.9 7.0 51151 Ramp 1/5-1075 115-1075 1.2 1.2 18' • 1600 18° - 1600 1/6-1100-1I 115.1100.1 1.0 1,0 800 - 20800 - .20 2301208 8.619.5 103 54/54 230/208 6.517 0 7A 45/45 230/208 12.2/12.9 14.1 73/73 Scroll Scroll Scror 115 - 1075 115. 1075 1/5 . 1075 12 1.2 1.5 18' • 1600 18' - 1600 20° - 2100 161425x1 161425x1 '300 300 116-1100.1 1.0 80D - 20 16x25x1 •-300 • 1/3-1100-2 2.2 1000 - .40 16x30x1 '355 230/208 8.4/8.4 9.0 63183 Scrag 1/5 - 1075 1.5 20- - 2100 1/3-1100-2 2.2 1000 - 40 161430x1 355 '460 -3 `,230/208 - 1 230)208 -3 - -480 - 3 414-506 197-253 197-253 414-506 460 230/208 2301208 460 4.2 16.5/17.3 10.5/11.0 5.2 4.5 17.3 11 0 5.5 31 100/100 77177 37 Scroll Scrol Scroll Scroll 115. 1075 115. 1075 1.4 1.5 20' - 2100 20' - 1900 1/3-1100-2 1.1 1000-.40 1640x1 -355 1)3-1100-2 2.2 1100 - .30 16330x1 355 115 - 1075 1.5 20^ - 1900 113-110D-2 22 1100 - .30 1640x1 ' 355. 115 -1075 14 20' - 1900 1/3-1100-2 1.1 i100- .30 16x30141 - 355 Specifications 3-112 Ton through 5 Ton MODELS - - Cooling Capacity Healing Capacity Electrical Rating -60 Hz Operating Voltage Range hamproesor-.Glrcu1tA - Voltage Rated Load Amps Brarch Circuit Selecbon Current Lock Rotor Amps Compressor Type Fan Motor,.& Condenser Fan Motor -HP -RPM -SPO Fan Motor --Amps Fern-D14/CFM BlowerWoton& Evap. Blower Motor -HP -RPM -SPD Blower Motor -Amps CFM Cooking & E.S.P. w)Filter (Rated -Wel Cort] Filler Sites (inches,. STD Shipping -Weight -LBS. WA423 A,.'I 'WA423•B WA423-C Y WA484-A 4 WA484 B .WA484,G 1 WA602-A 42,000 f 42,000 42,000 1 47,500 I 47,500 , 47,500 See Electric Heal Table 230/2081 r.230/108.3', 480-8 197-253 197-253 414-506 2301208-1 , 230208-3 ",I. 197-253 197-253 230208 19.3121 21 1271127 Scroll 1/3-850-2 2.5 24" - 2600 1/2-1070-2 3.3 1400 -.30 20)30x1 500 230/208 11.8111.8 12.5 88/88 Scroll 1/3-850-2 25 24- -2600 1/2-1070-2 3.3 1400 - .30 201430x1 500 460-3 414-506 480 6.1 65 42 Scroll 230/208 20.2120.8 21.8 131/131 Scroll 1/3-850-2 113-850-2 1.3 2.5 24'-2600 24"•2600 1/2-1070-2 1.9 1400 - .30 2Dx30x1 500 1/2-1070-2 3.3 1550 - 20 201430x1 500 230/208 11.9112.3 12.9 91191 Scroll 1)3-850-2 2.5 24' - 2600 12-1070-2 3.3 155D - .20 20-30x1 500 46D 62 65 46 Scroll 57.500 WA602-B 57.500 WA602- 57.500 230/208.1 197-253 230/209 26.0/28.5 29.D 148/14B Scroll 1/3-850-2 1/3-850-2 1.3 2.5 24' - 2600 24' - 2600 112-1070.2 1.9 1550 • .20 20x30141 500 1/2-1070-2 33 1700 • .30 20x30141 500 230/208-3 197-253 230208 18.1118 4 190 137/137 Scroll 12.850.2 25 24' - 2600 12.1070.2 3.3 1700 - .30 20x3Dx1 500 460-3 414.506 460 68 9,0 62 Serol 1/3-85D-2 1.3 24• - 2600 1/1-1070-2 12 1700 -.30 20x30141 500 Form No 53208-302 Page 2 of 12 Ventilation System Packages Bard Wal( -Mounts are designed to provide optional venlifation packages to meet ell of your venUtatron and indoor arr quality requrrements A!I units are equipped with a barometric treat' air damper as the standard ventilation package Ali ventilation packages can be built-in at the factory, Or fietd-installed at a later date Barometric Fresh Air Damper Motorized Fresh Air Damper Commercial Room Ventilator Economizer Energy Recovery Ventilator BAROMETRIC FRESH AIR DAMPER - BFAD STANDARD The barometric fresh air damper is a standard feature on all models It is Installed on the inside of the service door and allows outside ventilation sir, up to 25% of the total airflow rating of the unit, to be introduced through the air inlet openings and to be mixed with the conditioned air The damper opens during blower operation end closes when the blower is off Adjustable blade stops allow different amounts of outside arr to be introduced into the building end can be easily locked closed 11 required BLANK OFF PLATE - BOP OPTIONAL A blank off plate is installed on the inside of the service door It covers the air inlet openings which restricts any outside err from entering the unit The blank off piste should be ulitrzed rn applications where outside air is not required to be mimed with the conditioned arr. MOTORIZED FRESH AIR DAMPER - MFAD OPTIONAL The motorized fresh air damper is Internally mounted behind the service door and altows outside ventilation err. up to 25% of the total airflow rating of the unit, to be introduced through the err inlet openings and to be mixed with the conditioned air The two position damper can be fully open or closed The damper blade Is powered open by a 24VAC motor with spring return on power loss The damper can be controlled by indoor blower op- eration or can be field connected to be managed based on building occupancy. NOTE: The above vent systems are without exhaust capability May require separate field rnstalied barometric relief and/or mechanical exhaust elsewhere within the conditioned space COMMERCIAL ROOM VENTILATOR - CRV OPTIONAL The built-in commerclai room ventilator Is internally mounted behind the service door end allows outside ventilation air, up to 50% of the total airflow rating of the unit, to be Introduced through the air inlet openings it Includes a built-rn exhaust air damper The commercial room ventilator (CRV) rs s simple end innovative approach to improving the indoor an quality by providing trash air Intake and exhaust capability through the CRV The damper can be easily adjusted to control the amount of fresh air supplied Into the building The CRV can be controlled by indoor blower operation or field controlled basad on room occupancy. The CRV rs power open - spring return on power loss Complies with ASHRAE Standard 62-01 'Ventilation for Acceptable Indoor Air Quality ECONOMIZER - EIFM OPTIONAL The built-in economizer system is Internally mounted behind the service door end allows outdoor air to be Introduced through the sir Inlet openings The amount of outdoor air varies in response to the system controls end settings defined by the and user It includes a bulli-rn exhaust air damper The economrzer is designed to provide • free cooling- when outside air conditions are mol and dry enough to satisfy cooling requirements whhout running the compressor This in tum provides lower operating costs, while extending the life of the compressor Standard Features: • One Piece Constructron • Easy to install with no mechanical linkage adjustment recurred • Exhaust Air Damper - Built rn With positive closed position Provides exhaust air capability to prevent pressurrzetron of tight buildings • Actuator Motor - 24 volt, power open spring return with built in torque limiting switch • Proportioning Type Control - for maximum 'free cooling' economy and comfort. • Moisture Eliminator & Prefilter - permanent, washable aluminum construction • Enthalpy Control - adjustable to monitor outdoor temperature and humidity • Minimum Position Potentiometer - adjustable to control minimum damper blade positron tor ventilation purposes • Mixed Arr Sensor • to monitor outside and return air to automatically modulate damper position WALL -MOUNT ENERGY RECOVERY VENTILATOR - WERV OPTIONAL The wall•mount energy recovery ventilator (WERV) is a highly innovative approach to meeting indoor err quality ventilation requirements as established by ASHRAE Standard 62-01 The WERV allows from 200 to 450 CFM (depending upon modal) of fresh air end exhaust through the unit while maintaining superior Indoor comfort and humidity levels In most cases this can be accomplished without Increasing equipment sizing or operating costs Heat transfer efficiency is up to 67% during summer and 75% during winter conditions The WERV consists of a unique -rotary energy recovery cassette' that provides effective sensible end Satenl haat transfer capabilities during summer and winter conditions Venous control schemes are addressed including limiting ventilation during building occupancy only The WERV is designed to be Internally mounted behind the service door in the WA, WH or WL model walk mount units 11 can be oullt•rn 51 She factory or field installed as an option (See Form F14D3 for complete performance and application details Manufactured under U.S Patent Nos 5,485,878. 5,301,744, 5.002,118, 4.924,934, 4375.520, 4,825,535, 4 432,409 Form No 53205-302 Page 3of12 f. Commercial Room Ventilator Performance Data - CRV-2 0 00 SUPPLY AR STATIC 0 10 SUPPLY AR STATIC Vermlahan Al (CFM) Damper A 120 145 -175 210 245 275 305 Position B 175 195 220 250 280 309 335 0 225 245 260 290 320 340 360 D 285 300 310 325 345 360 380 E 345 355 360 365 370 385 400 Reh4n Steue Pressure OD .05 10 .15 20 25 .30 0 10 SUPPLY AR STATIC 020 SUPPLY AR STATE Ver(IB on Al (CFM) Damper A 110 145 175 210 240 275 310 Poeitlon B 165 185 215 245 270 300 330 C 210 230 25D 280 305 330 350 D 265 260 290 r310 3313 345 365 E 320 330 335 345 355 365 380 Ream Smho Preselae .00 .05 .10 15 2D .25 .30 020 SUPPLY AR STATE 030 SUPPLY AR STATIC Ver iston Pd (CFM) Damper POSrhor. A 6 C D E 95 135 175 135 165 200 175 200 220 221 235 250 268 275 260 Rat= Static Pressure 00 .05 10 15 -20 .25 .30 0 40 SUPPLY AIR STATC Venhle on Al (CFM) Damper A Poston B C D E 87 120 152 196 239 Rah= Smhc .00 Presque .05 10 15 .20 .25 .30 NON -DUCTED BLOW APPLICATION VENTILATION AIR WITH RETURN AR FILTER GRILLE AND SUPPLY AIR GRILLE Venhleton Ar (CFM) Damper A 103 140 177 206 234 215 1001 Poelhm B 150 179 209 235 262 E 345 0 197 219 240 265 290 766 669 D 247 260 273 293 313 E 912 E 296 301 305 320 335 .10 .20 Ream S1ahc Pressure 00 .05 10 15 20 .25 .30 030 SUPPLY AR STATIC Ver iston Pd (CFM) Damper POSrhor. A 6 C D E 95 135 175 135 165 200 175 200 220 221 235 250 268 275 260 Rat= Static Pressure 00 .05 10 15 -20 .25 .30 0 40 SUPPLY AIR STATC Venhle on Al (CFM) Damper A Poston B C D E 87 120 152 196 239 Rah= Smhc .00 Presque .05 10 15 .20 .25 .30 NON -DUCTED BLOW APPLICATION VENTILATION AIR WITH RETURN AR FILTER GRILLE AND SUPPLY AIR GRILLE Total Delivered Air (CFM) VeroLeton Air (CFMI Damper A 175 Position 8 215 1001 C 255 785 0 300 993 E 345 CRV-2 TOTAL DELIVERED AR Total Delivered Air (CFM) Damper Cbee 1006 946 686 789 691 PDram A 1001 943 884 785 685 0 993 931 873 775 677 1 C 978 920 562 766 669 D 945 888 832 7313 645 E 912 857 801 711 621 Rohm 5tah[ Prgeese .00 .10 .20 .30 40 Commercial Room Ventilator Performance Data - CRV-3 High 0 10 SUPPLY AR STATC DPeso Blower Ventilation Al (CFM) Damper A 130 150 160 225 275 320 365 Phelfon B 220 240 265 300 340 375 410 C 31D 325 350 375 400 425 450 0 390 405 420 440 450 470 485 E 470 480 485 495 505 515 520 Return 5®tic Premise .00 .05 10 15 20 .25 .30 High Speed Blower 0.20 SUPPLY AR STATE Ventilation W (CFM) Danger A Poslhon 9 C D E 115 140 180 225 280 325 365 205 230 255 295 335 370 405 290 310 335 360 385 410 440 365 385 400 415 425 445 470 435 445 450 460 465 480 490 Ream Static Presque .00 05 10 15 20 .25 30 High Speed Blower 0.30 SUPPLY AR STATIC Ventilation Ai (CFM) Damper Pulbon A B C D E 110 140 160 235 290 165 215 250 290 330 260 285 315 340 405 330 350 370 386 400 400 410 415 430 435 Rehan Sle9c Preeaixe 00 .05 10 15 20 .25 30 High Speed Blower 0 40 SUPPLY AR STATC VenhiehanAr (CFM) Damper Position A B c D E 100 140 180 160 200 246 225 260 295 295 315 340 365 37D 380 Return Static Pressure .00 05 10 15 .20 .25 3D Form No 53208-302 Page 4 0' 12 Low Bpeed Blower 0.00 SUPPLY AR STATC VerrrlehonA, (CFR' D amper Position A 6 C D E 100 135 175 225 275 165 205 245 285 325 240 275 310 345 375 315 345 375 400 415 400 420 440 450 455 Rehm Mato Preasue .00 .05 10 15 .20 25 .30 Low Speed Blower 0 10 SUPPLY AR STATIC VeneehoI1 (CFM) D9rrper Po9t ozi A B G D E 100 135 180 225 260 160 200 240 280 325 230 265 300 335 37D 310 335 360 265 405 395 410 425 430 435 Rehm ScO Pressure 00 .05 .10 15 20 .25 .30 Low Speed Blower 0.20 SUPPLYAR STA7l Vertehpn P4 (CFM) Damper P osition A B C D E 100 140 190 240 1295 160 200 245 290 330 220 260 300 330 360 290 320 350 370 390 365 380 394 405 420 Rehm Stetic Preo9Lge .00 .05 .10 .15 20 25 3D NON -DUCTED BLOW APPLICATION VENTILATION AR WITH RETURN AR FILTER GRLLE AND SUPPLY AR GRLLE Ver4llehan Air (CFM) High Speed Law Speed Damper A PorHion g C D E 180 265 350 430 495 175 245 305 370 450 CRV-3 TOTAL DELIVERED AR High Speed Blower Torsi Delivered Air (CFMI D9rrpor Close 1370 1300 1230 1133 1035 935 POW," A 1360 1293 1225 1124 1022 920 8 1355 1289 1223 1223 1016 913 C 1350 1285 1220 1220 1010 905 D 1325 1258 1190 1190 960 875 E 1300 1230 1160 1160 950 645 Rabin &ah[ Pre98+fe OD 10 .20 .30 40 .50 CRV•3 TOTAL DELIVERED AIR Low Speed Blower Total Delivered A r (CFM) Dormer Gose 1027 1009 990 030 869 Paihtfi A 1016 998 979 916 856 B 894 884 972 907 841 C 972 B69 966 896 825 0 962 945 928 656 783 E 951 921 890 616 741 Ream Sisk Preastre 00 05 10 .15 .20 Commercial Room Ventilator Performance Data - CRV-5 High 0.00 SUPPLY AR STATIC ape= Blower VenhlaoonAi (CFM) Dormer A 155 270 350 390 425 4901 550 Poedron B 345 425 460 500 540 595 650 C 500 535 570 615 660 710 755 D 660 685 415 740 770 805 840 E 820 635 B55 870 685 910 930 Rehm Scrip Fromm .00 05 10 15 .20 .25 30 High 020 SUPPLY AR STATIC epees Blower r Veba on Al (CFM) Deeper A 175 260 350 390 43D 490 550 Position B 325 385 450 495 540 590 645 C 480 515 550 600 650 695 740 D 630 660 690 720 750 785 620 0 780 805 83D 840 1350 875 900 Slain Pressure .00 05 10 .15 20 25 .30 High 0 30 SUPPLY AR STATIC ape= Blower Ventilation Ai (CFM) Damper A 185 255 330 380 430 14851485 1390 Positron B 320 375 435 485 535 1385 B C 460 500 540 590 640 C 1840 D 600 625 655 990 730 1770 1680 E 745 755 770 795 820 1610 1525 Ream Siete Pressure 00 05 10 15 20 25 3D High 0 40 SUPPLY AR STATIC weep Blower Ven6lahon Ai (CFM) Damper A 195 255 315 1565 1565 14851485 1390 Poslhon B 320 365 42D 1565 1485 1385 B C 440 480 525 1460 1360 C 1840 D 575 595 650 1355 D 1770 1680 E 710 710 715 E 1700 1610 1525 Ratan Static P1essLre .00 D5 10 15 20 25 .30 Low Speed Blower 0.00. SUPPLY AIR STATIC Vermillion Ar (CFM) Damper Positron A B C D E 200 260 320 380 440 295 345 395 460 525 390 430 470 540 610 520 550 585 630 6130 650 675 700 725 750 Retire Stat: Pressure .00 .05 .10 15 20 .25 .30 Low Speed Blower 0 13 SUPPLY AR STATIC Vent] lotion P.r (CF MI Damper Positron A B C D E 185 250 310 375 435 260 335 385 450 515 360 425 465 530 595 505 540 570 620 665 635 660 680 710 740 Rerun Static Presume .00 05 10 .15 20 .25 .30 Low Speed Blower 0.20 SUPPLY AR STATIC Ventilators Ai (CFM) Deeper Peahen A B C D E 180 240 300 365 430 275 325 380 445 510 370 415 465 530 595 490 525 560 610 655 615 635 66D 690 720 Repro Stats Pressre D0 05 .10 15 .20 .25 .30 NON -DUCTED BLOW APPLICATION VENTILATION AR WITH RETURN AR FILTER GRLLE AND SUPPLY AR GRILLE Venhlatron Air CFM 4gh Speed Low Speed Damper Positron A B C D E 350 460 575 720 670 315 390 465 575 690 CRV-5 TOTAL DELIVERED AIR WA! WL! WH 42 arid 48 High Speed Blower Tote) Dehyered Air (CFM) Darrper Close 1665 1775 1565 1565 14851485 1390 P®4on A 1860 1770 1685 1565 1485 1385 B 1850 1755 1660 1560 1460 1360 C 1840 1740 1655 1555 1455 1355 D 1770 1680 1580 1490 1390 1290 E 1700 1610 1525 1425 1325 1225 Rohan Sled= Pressure 60 10 20 .30 4D 50 CRV-5 TOTAL DELIVERED AR WAIWL/WH42end 48 Low Speed Blower Total Dehverad Air (CFMI Damper Cb4e 1560 1530 1500 1460 1425 1390 Poston A 1545 1515 1480 1445 1415 1380 B 1530 1495 1460 1430 1400 1365 C 1510 1485 1455 1420 1385 1350 D 1490 1450 1420 1365 1345 1310 E 1445 1415 1380 1345 1305 1270 Ret1m57etc .00 10 20 .30 40 50 Pressure .00 .10 .30 CRV•5 TOTAL DELIVERED AIR WA/WLIWH60 High Speed Slower Total Delivered Air ICFM) Dsrrpsr Close 2040 1955 1870 1775 1680 1585 Ppsllon A 2030 1950 1870 1775 1880 1585 B 1995 1910 1530 1740 1645 1550 C 1960 1875 1790 1700 1610 1520 D 1885 1750 1615 1575 1535 1490 E 1810 1725 1640 1550 1460 1370 Return Static Pressure .00 10 .20 .30 .40 50 CRV-5 TOTAL DELWERED AIR WAIWL1WH60 Low Speed Blower Tole! De4vered Air (CFM) Denver Close 1510 1460 1450 1420 13135 1350 Pmlton A 1.190 1480 1430 1400 1370 1340 B 1465 1435 1410 1360 1350 1320 C 1440 1415 1390 1360 1330 1300 ❑ 1405 1375 1350 1320 1290 1260 E 1370 1340 1310 1280 1255 1230, Return Static Pressure 00 .10 .20 30 40 50 Form No 03206-302 Page 5 of 12 Performance and Application Data- WERV-*2B UW N APO LuE0 �u a W W a�y VENTILATION RATE - 200 CFM 63% EFFICENCY_ 200 CFM 75% EFF. m m p m m W m m m ...... N v m N rn- 0) n n V 0 0 m r m V 0 0 w m 0 N 0 W o p r� r 0) N W O O 0 6 1'S -„ O O p YpYnmMmnNNN NN P yY y y ryNSS NN NNNNN w N 000 S NNNN mm m m m ' m m y mynNNN p 4 4pOp6 F = O N N o o a$ N v v m O m N N 0 v 4 m m n n m O m N N $ o e n m m n N 0) 0 0^^ o m N N v1 0 0-^ $ O v m m m 0 0) 0 0 0 m^ mmm 0 00 - O m.- JO) J 7 0001n0000 n m w -0000018U000=10000000-00 a n^ C 0) M ,. A M W Y m O0 ,- 7 m m m Y Y < t0mmNNNmy pp S O b 0 g Q P tl f q ry N N N N vppyY 0 0 O O O N N N N . nnnr]NNNNN 00000.4.00= Om 0 0 0 Om 0 00 Om 0 0 0 0 0 0 70)mmvMN0Mvmmv '1,20pBppol invnOmNNSm .ommmnY000nNmm--m- pImpammQ VyOaJNYy0m m VENTLATION RATE - 225 CFM 63% EFFICENCY TT. P u U b m Y1 @W On 0S Nmmpp 011pp m D v 4 u m ^ mM-aumV o m N m n Z 0)0)0)0)0) } Zm..mmpPPNnNN YYvn.mmEnI'mmnnNNNNN NNi.N Ommymm.mmm0011 Nm ,nA 0 0 0 H x W+^ r02II@ um9 0) v v 0 W P W 10 m n 0 m .0 m W R n I'9 m m m 0 O m, 0 0 0 N m n r1 M W W 0 m m m, m n n A m n N N m m m 0 0 m 10). m N N m m I`) ^^ m m m m w m- 10). W m^ m m 0 n 0 - J- i 0 O n 10 N p P 0 m i C 0q m O 0 S N m 0 0 0 0 N r n 0 m v 0 0` m m n u11 _ u 0 V m m N 1.+ O N y .. N N N . N N N^ m 0. m m 0. m W W W m Y v Y Y V m1p 10) 1Mp M�q1 m, m M m N N N m N N N N N^.- ynnn r r 0 0 0 1 7 r r r. n n N, O r. m r F N N N- 0 4 O 0 m 10 m 1. _m W W rW 1N. ^ 0 m a m v 0 n N N e 0 m N 0 0 m m! 41 r 0) m N.. 4 a O m n r. u a N^ o m N^ r1 a N 0) N VENTLATUN RA I E - 250 CFM 62% EVFICENCY J 5 r..01_, 0) ( 0)�pp p V m rN) n p P P m v m 4 4 g u u m m, 6 N P P ON 0) n 1 m P ...00 m m o m Nn a ^ xu4+gS,vYeonmm rINv�Apm��ae aav mmN n N Ln 1ml�mlcmmmmmmppo e,,.'- an,mn y. mglryry N.. mmlvlimompmglE4vr�1W 0 1n. n a^ o n Q M n m 1, n r N N. 1 ''m1'I'rl 1n. n m.. ipnv�i0 n Nv v 0) Nv v -1..., ? J 01...... 0. uN'I v Na..-_ u] m ry rl r m N m a ,-- 0.- WO LC In MN En ? pp pp pp 0 0 0 m m m v0i u0'1 E R 110) 0 0 0 10 p S S S O v H N O 4) h n 0p 0 0 0 0n 00 4 0 0 0 0 p SSSS S N N N N N vpi v0i v0i R m T r- 0 0 0 I-.000.0. N 0 0'C 10 1.0 10 1h v !' m M m' t p -tom' 0) N 0 0 0a10 m m m 10 p m 1' 0 0 N m p '- m n Y, 10 1!( nit 10 N m G P b N n. 0r0 el`] N IP I0 m m lm+l , 0 m 0 mm n do E LL m C .m- O 0 m N p m r n Imo 10 0 o 0 w m E.P.mW m m m n ry CDD fo o a m n. A0 0 0 n .- � Imp Ip o0) p- w w m Form No S3208-302 Page 6 of 12 W V 2a St LL ~ wz a t 40 G X` M W N 2 G N Q M▪ Z � T Z Q 200 CFM 75% EFF. 2 `O } m N On !moo N C 1100 N V )00 O9- V 10 m m '00 0 0 O 0) e0) 0 rm 0 0 v N 0 0 N o n Q 0 0 m 1P '7 10 0 0 a 1)1 m A 0 0 0 0) m W 225 CFM 75% EFF. [[ - 22y ; y N f% 2 10 .- N M C m u017 n v 0 m m, 10 10 A m N 10° m m T 0 m O Zc`y�1 - N lr 10)) ' m 0 - t`d] ^ 11) ly) y^ N n Q m A 00 Q0 O N T > 250 CFM 74% EFF. 00)) 0) 0) 00) tl0) 01 00) m 0) 0) 010 0)0)0)0)0) } r N n,F 0)0)0)0)0)0) m m r. m 0) 0 0 10 0 6 0 o a o o 1n n O 1n ti O o 0) , O 0) tl 0 n m O 0 g 1n m rnerwmmma Nn^ C LL 9 0 t O 0 O 17 0) 0 01') 17 1n 0 1n ,1 0 a m m m 1n 1n n 7 C0 L•) N N r Performance and Application Data- WERV-*58 Performance and Application Data- WERV-*3111 VENTILATION RATE 300 CFM I , �o 1 V1 o a'0 01 0 0 o 0 Imo`' m 0 r m 0-^ d 0" m°a'1- O+ 1l1 0 O`0 mrlm 0 CO N -m ED 0 0 morn -- h C1 N N b Q an - e G2 0 v n COM ^in in m 0- N 2 N 0 N 0100(00 n N N N ry„'l a n n n 11 m N 01 N 1'10 m co 0❑ 0 0 0 n 010000000 N N N N N^ 4r0 N 0 10 D O O , CC = -.G m 0 0 0 Q• m m N m^ N et 0 0 0 - 01 N 0 ---o-. G m d 0 CO N e 000 ? m 110'1 n n o n A O 0 w O0i O N N .10 ti N l m 110'1 CO 0 .- 01 G -.- to m -J > 190.00000000000001n100000001111110011-1 i N NJ m- co O CV _O CD In" m _O DM N {0L N .- 11) 0 CO N .h1=001:10000-0 > ry N N 01 01 01 0 0 0 0 O m 0 CO m m 0 0 0 0 CO m CO 00 m 1D m 1G 1$ o a 0 0 0 03 0 0 m 0 0 0 0 o2' n O n C1 en V V P N N O N fro ^ m 0 0 0 I- j 00-00000000.0130000000.000. - v N 01 - n CONm m.- ^ p a m 00 CO sr 0 to O n Nm P m CO 0 m m � n N I n N Ce - m N.- n n O m N 0 h. W Z /5 i DJ = ID 0 0 rmnl N CP n^ 0 0 pp O 01 01 A 0 m _ry a 'v_ m OJ 0.1 w u 0 eg'i n m n N N u 0 u 4 er 0 T 01 n N u •Irm 0 S 0 0 rl m Q n n O N 111 x W m m O o 0 m m CO m m m m m 10 mmmm m m fO m m 0 0 0 0 et 471 PI e) re re re 0 0 0 0 0 pm 0, Dp6 m 0 0 0 O O N N N h N1D 1G o b ry m N N N N^^^ 45 1'nJ 1'031 InCD '1 lrl'1 O D 0 d _ N m CO m 0 0 - CO m N n N N n 0001:01--00,m { 03 0 0. O 0 r) I1T 0 re 0 m m 0 0 a 0 M n m 00n. 0 0 , m a 0 r1 N N 01 m 1. 0 0 10 N N{ 0 m om 01 to 40 IO N- IS 01 1'I hre O N J D. 0 0 C1 h P P m m D A P P N 0 m m IV P N d P 0.43--n Y1 -- N V P One. A n et n{ mIn 1311 -0 m fO ^ El Pi Ln m -re -p m et Csi V1 O n CO3 >' Yp'1 53 0(0 0) 01 N N N IV 0 0 0 0 a 8 8 8 8 8 m m m m m 2 10- 2 r 10- 8 0 0 0 0 2 1❑O yOl N g 0 0 0 0 6 ry N N M 0000 o 0 0 J > Lu10�+ m .n• T r N NI n m m^^ N 0100000100011-00000001'00100101001 Fl$ m 8 8 N m m 0 8 [0VVI re p0 0 0 m 0 0 0 yy ry u) O VENTLATONRATE 450 CFM _ Ln 0 V 'r 01 O= u u 0) m N 10 0 V V - - N N u u 10 m n re O 0 u u ' 0 r P O 0. 0 NJ w p 4 03 01 _ p 0 w 0err 0. w m m 01 m 0 m m-6 m m n 0- 0 A n 0 03 m W m mmmm 0 m m m m r07i M h M M Ih o1 01 a1 01 N N 101 101 0 n n Fl n n o m Gn 1?..PI! F r u] 10 .- O O O 1- K 0 ," 001 da n 0 N m m 0 T O m m 1'1 0 ry - 2 o O O 01 M 1.1.3 N n r1 0 10 O a," P r1 O N N 0 P O n N 0 N CO n W m N ;a N m O NN J '4 0 0 8 m 0 0 01 0 0 f- n . 01 0 Y N 0 0 ^ N 0 0 01 0 0 I'oi ,§ 01 0 1II11 0 0 N 0 0 re m R A IO ±!..' 00p1 Niy N O 01 O0i1 m N1 N 0 2 01 Q [Amor > 00.0-0000.000-o e e 01010101010001040 0 0 0 0 1 0p m mm m m CO b W S, S, S N N N N N 00mm100100r9 Moo CO v v a e t 0. S. N N N O O O H J p [NO 8 2 V 0 41 - w ' p E m n O N 0 r n- - - - N N 8 m N N N 0 r n A A ^ - re rs N m COpp p p g a N N N rI�e1 _ r fY A pp N y2 FA 01 8 8! r - { Y C , 01 N 0 1"i. e n 2 N' T O 6 ❑ 1°❑ ', ti n w y0y O p^ m P. P. 02 1P p 8 m n w m 001 oA m n p. m W p $ m F0- AO 100 f00 m n N m COO o N m G A W ry Z m or - 5 6 "z ❑ U 67 CC in cif sal 2 e 7 re VENTILATION RATE --250 CFM 65% EFFICENCY [J� m 0-0 n0 01 n Fl 0 -Ch n n 0 00 COco sc Ln a 0 0 10 10 0 u 03 0 N 0) 0 0 0 m 01 N Fl n E0 0 0 10 VI m Fl w L ' C U3 re 4- S N m IP m 110 111 0)) n n n n ti m n22.22..0.)..)'2 0 0 o 0 0 r1 1'1 r'1 I1 r1 N N N N N n I'1 n N N N N 0 0 10 . N N 4l N 1Yf'ii 0 F 0 0 m m m m D O O ID 0 0) N ID E0 1 0 of 2 N N n m- A O N Q M N r r 0 0- 0 0 V ,- m m 3= A P 0 LI N 1N1 N 4 0 IO N ry 0. m N1 (0 Y F- a w A 11'1 b 41 F- 0 W 1.- - U 1.11 S V 2 a^ -J > 0 O eL N 1.1 101.1fNP O S-- O 0 •0 0 N 0 0 Y1 a 01 m 0 0 N 0 O 0 0 0 re l L Iy 0 0 m N et m V 0 N N O O N 0 0 ...- 10 n u 10 N M888h ?mmmm p p H 1$ 1001110.180 m m m ml%q,1n p^ p p Dp P 801001 ILT,F,v pN p p Iii tri1Ro a e B o o 88I),8Ili N N N N N^--^ p- p pO nnw,no00 r 2 E O 4 _1 J ]^ Oti Z 0 N 0 0 m^- m m "O 0(0 0 0 0 N m 0 0 A m ro A -_ m tO m 18 0 Nm 0o 0- O a w - 03 0 a 1R 0 b u0! 0] 0 O, m 0 0 m a 0{ ^ 00 01 10 00 O 0 m m n O ti ^_ m N N N 40 1D 100 m m ra ^ 10 N^ m 0" CO N VENTI ATON RATE - 325 CFM 64% EFFCENCY = m P O Fol h 0 O O m r01 m O V m m m 0 0 O N^ O N n 0 r) u u N 0 N _ m YI R u O 0 m n IA 1r'J N m m N 0 m m m e m 21 N n m 0 k = Is.." F.,' 0 ti enO m m m m IJ] m N Imo 00 uue v0> m N N N N N Y et w et es et app ?o'8 2.1 ln'1 Fl 011 h M m m IO 0 0' N N N re re N N Fl Fl N - --- o ro o y' SmmmV N n n a ID A O N O 41 ^ CO m A m m 0303401 v1�minv to T O p O O a1 0 0 0ce) 0 O IO IO ' CO 0 n Fl O N O e l et m m 0 Is N et } m 01 N N 0 u' T N O to N a 0 O^I .• q u O n- J > 01 0 0 o a •G 03 0 P R N s ^o 0 T m O P P ^ 0 O0 -,I i- 03 0 01p0 N re 0N 411 _ 0 1'I Np1-❑ 0 ri m ^ 0 n m 0 0 w { I� - 0 re n 0 n 10 0-0 Y1 11 01 0 0 0 0 h 111 h 0 10 CO CO CO CO O 1. 0 0 O O O N N h A A h v1 N IUIpll 03 0 103') N N N N 0 0 0 0 0 0 0 0 0 P 0 0 1i1 N 0 n Fl re1'1 N 0]-Pl ur Ln Ln Lo h 0 10 01 0 0 0 H J m n he N0 0 O O O N n m 0 m n 0 N 0 m m - O N m 0 m O O m A n - O N m m- m 0 03 ry n 0 m 0 0 O N 03 0 0 N h m n n{ 0 N A m m lei .- N m m m VENTILATION RATE - 400CF M 63% EFFICENCY m 0 0 M m m r1 0 II O h- n A r 0 D N 0 Im1 �' N P P lii 0-0�m O m w - 000r- O vmi a •Crb m re p y m m I m m r b O O g o N I2D m m a c a a p n OV.• N A 100 10[1 m m m ONO NNIppp ap Y V Yryry N N N Np N N 14 ;-.1 p� pp m Om 10 m n n 5 0 O 0 H K Z a a❑ ry m m o- H m m m I- yy m n- O� ID o m m N m m m_ pp O n r1 rl O, N 1D o m tl N m Iii pvp m N n m m po m a o - N m v -SO p 8 2 N N m 2 m n N 2 03 8= M m n n m N m m S n m N J } O O O N' 1G O 0 O P O ry m W w m -6 Y c< P P 4❑ T O M p O O 1 N I'I 0 F;'�1 o 0 0 b 3 IO N a LC NJ 0 0 0 0 N N N ID m. 0 0 0 m m h. co In 0 j m m h N (0 nm 8 6 S 00 0 0 0 0 0 0 0 0 0 1 0p m mm m m CO 03 2222;9,,9,222-22,22 y m N n n r) Fl l'1 ^ N N O O O 1,050010 Reg N m o s c O mm o EDm mw 2 pp 0 m . 0 a pp m m D 0 0N1010 Om o a s 01 01 00j O Fln .E a Q 4. r G b O '1" 0 r O 2 8 O O 8 V2 4 2 O N m ro ti O 0 8 p 03 01 D a m ti M1O1O p m r Ip m r W Q• m 0 O N' CC inLL W n 1 z8 <00 WL w WCO 1 - CO O In O 0 “:1 z W Q o u.n er to Z a0 m z < 0 W U CC W N � W 2 G 030 O yo ym z 01 T VENTLATION RATE 300 CFM 1 2C m }N in 5. O 10 10 (0 fD 01 N n PI N Q R1 f0 in co O co n 1h CO N n OS I- I0 N to 10 CD o ^ O N m N IP re ?J? N } iD Q co0 N Ep 01'0 m O 7 01 O N 0 A r1 MG- 100 m 0) 1!) T T O Vel N W ID 375 CFM 01 ID �j 00 N N 0) 1') a ID 0 0) N ID E0 Q m CO ? 01 e - NI N1 ONO in0 n r CV O 10 00 J 10 N N O u] 10 Q IOD 01p 1f) ❑ N CO 0 0 u•1 10 ^ T^ ❑ 0) 0 N ID 01 csi cm O w in O N N N 450 CFM zrC sY Y, 13 PI m 0100 29 on- ID ID 1(0 0 0 0 0 N N m -MU501N0)CQQ�Sin 0 N CO N O A ti O, . 10 0 01 01 0 O) 0) N r) n N N r 2 E O 4 LL L. In m co Q 0 N O N O to 40 a O o a n b M n N O ,0 N- r VENTILATION RATE 250 CFM 77% EFF T 01 SST 0 b - 01 CO O- 0 N n CO n 010(4011.0101 a 0 A 10 N N CO n m 0) n n 10 01 10 eit n er O^ - er J 0 0 }40 - 0 0 0 0 pe. 0) N a 0 0 00Q 0 u] 0 b O _) 10 m Cr) 0 0 Oco ^ O N^ 0 0 b 0re 03 0 325 CFM I _ 76% EFF. X 03 0)) r) - 00 Op 0 N O re 01 0 n m 0 m 0r�rd 0 r1 Q5 Cr. 0 CD O O N^ rm)r n ID R N y1.11 } I+ }- b 10 ID 0) N n o 0 0 N A 0 0 F- 0a 0 0 n m V) N O N 0 0 0 01 0 P. R 0 0 10 10 o 10 n n m 400 CFM 75% EFF. 4' O 10101 ID 5.- m O 101 N CO n a P O m o a ID GD o 0 N a A re 0) - 0 0 10 ro 01 N NI T m^ 0 0 0 N N m 0 J7 01 yT N 0 0 O er tl W 0 0 ID 0000 m 0 e.-0.- 0 0 0) N 0 0 N Q 01 0 10 b 40 0OD n N N m z. ❑ E O E 4 LL ° 1O' m ID O O 1D lD li'1 O S0 10 a O f0 C n ❑ 10 r) N ❑ ...- N +- C O u 73.4 R C 0 L a N 01 c O m 1) C O colu Form No 53208.302 Page 7 al 12 Electrical Specifications - 141:4:151 - FA1ed "f 1041 era Phew. NO, Fiefs ' Purer Grrnlln Single Clrcurl Duer 618408 GP Wenn Ureal. Arrpselhr 5r IG irrcm Fa.nwr foto 0 Cot Dior CD Field Power Who 311e 13° Wire ` ID Ninrrc.n Clrnir A,me41N 10 1/. 44144 F.belyd Fun or Chi Bee m F•1F•1414le Pw6 wire erre CO Mate wire 5184 Chi A Cht 5 Chit DI 5 Ckl A ChB 'Col A 641 B W11132-A00, 102 A05 808 410 2302091 1 1 1 1 16 30 45 56 20 30 45 e0 12 10 a 6 12 10 10 10 454242 -400, 402 A06 - 'Ape 410 r - 236/10&1 1 1 - 1 1 17 470 - , 45 55 20 30 45 BO 12 10 B 5 12 10 '- 10 10 451242- BOLL a022332 BOB03-3 1 t 13 22 15 75 14 10 12 10 6A253 • A00. .402 ADS ADE 110 230406-1 1 1 1 1 15 90 45 55 25 30 45 60 10 10 8 6 ID 10 10 10 4482.47 - BOO, BOZ 8136 230208-3 1 1 _ 14 22 20 25 12 10 12 10 WA302 t A00•, AOr - AOr 808 8100 , A16 ;2301206-1 - '1 1 r - 1 1 -- 1-or 2 } 34 21 47 .`97 - 8s 35 _ 35 50 80 -' BO 8 8 a - e •4 1Q 10 a 111 7o - e 57 ' 26 - 60 ' 39 11 ' f0 ' _ 10 10 6544-]O2-,BOP. B02" <BO6 BOB, 1115 - - 2302083 1 1 ^ L.2 - "1 1 - 17 23 r75 -.22, ., 60 _ _20 36. , ' 50 - 12 13 •5 5 t2 10 -h. - `10 10 - - 1 , r 410.502 -COP, Cor COB - COB- t15 - - 46x3 1 . 1 •1 < "1 1 t 13 12 17 26 16 15 - 20 30 - 14 14 ` 12 10 - 14 -14 12 10 - ` - WA372.1017 ADr 805- 806 810 115 2301205-1 1 1 1 1 1 ort 25 32 47 5B 84 35 35 50 133 Bo 6 a a 6 4 10 10 10 10 e 57 25 4o 30 B 1a 1c 10 WA372 - B00- ear 5166 ear 015 230/88-3 1 1 1 1 20 24 29 51 25 25 35 BO 10 10 8 6 10 40 to 10 46/372 • 000•, 052• C06 COB• C15 400-3 1 1 1 1 11 12 17 26 15 15 10 30 54 14 10 10 14 14 10 10 259A23 -800,14.02 405 510 A15 120 h ', 1 - 230/206-1 7 1 - _ 1 4 1 - 1*or2', :- 14rr 2 9b • _ '55 1 r- ;490 - •65 '116 - i0 - ,. - . , ,80 =`W 110 , • 8 -0 ,8 _ 1 ' 2 - 210 - 10 ' -A,, F B - 0 E9 ' ' 5B - 26 ' 62 ` i B0 _ Bo 80 -60 - B ,8 •10 - "e 10 '10 " 10 10 468423-500. B01Z BOB _ ^915 918 'J 2313471313-9? , 1 Y, ' '1 • ''1' 1 - -1' - , 24 .A4 , 52_ - ea - _ 36 - '36' _ , ,<68 - 609 - 0 , 9 - - 5 ' 6 - ' 10 11 10 , -10 WA429•COO. COZ - COB -C75 f � 460 ' - + '1 -? `1 13 -_ 17 „ , 28 19 - - ., 20 - '30 - - 14 _ , -12 10 ' 14 0 12 10 ^ , ' 468464 -400. 4511 805 510 116 620 230408-1 1 1 1 1 or 2 1 ort 36 36 55 56 110 50 50 60 50 110 8 8 5 4 2 10 10 10 8 6 56 50 25 52 540 60 30 so 6 5 10 6 10 ID 10 10 588484 - 500. BOZ BOB B15 818 23012083 1 1 1 1 25 34 57 e0 35 35 Bo 60 5 B10 Ei 5 10 10 10 588484 - COD. CO2 COB 011 450-3 1 1 1 13 17 23 15 20 37 14 12 13 14 12 17 588602.800. ADZ A06 810 115 120 - _ 3302013.1 `1 1 1 1or2 lor2 44 44 se -Be - "110 - 160 - 80 - 60 90 110 - - 5 8 6 '4 - _ 2 10 10 10 , ,- 6 8 68 5A 95 52 85 80 - .30 BO 9 5 10 e 10 10 10 10 WAe02-BOO 0)02 BOB 9185 516 1 -2]Or10(19 - •0 1 -' 1 - -1 - -1 32 34 52 80 45 - _. 45 eO -00 , .5 '8 -6 - 6 '10 "10 10 < 10 . 548502 - C00. COZ. COB 015 I 400-0 1 1 1 r 16 17 26 - - 20 - '20 90 - • 12 - 12 - 10 12 12 3 10 - Maximum size of the time delay fuse or HACR type circuit breaker for protection of field wiring conductors m Based on 75C copper wire All wlnng must conform in the National Electncel Code and ell local codes CO Tnese 'Minimum Circuit Ampaciry" values are to be used for sizing the field power conductors Refer to the Natrona! Electrical code (lastest version), Article 310 for power conductor sizing Caution. When more then one field power circuit is run through one conduit. the conductors must be derated Pay special attention to note B of Table 310 regarding Ampacity Ad,iustment Factors when more than three (3) current carryirtg conductors are rn B raceway Top outlet supply option is available only factory installed and only on the selected models IMPORTANT: While this electrical dots is presented as a guide, rt is important to electrlrally connect progeny sized fuses and conductor wires in accordance with the National Election! Code end all Vocal codes Form No 53208-302 Page 8 o1 12 Indoor Blower Performance - CFM at 230 or 460 Volts ,Model, WA182-A _ WA242-A WA253-A ESP in H2O WA182 WA242 WA253 WA302 WA372 WA302-C. WA423-A WA4134-A ,A - WA423 WA4$4 WA -023 WA4B4-C WA602-C WA602 Dry/Wet Coil High Speed Dry/Wet-Coil Low Speed Dry/Wet Coil High.Speed DryN11et Coil Low Speed Dry/Wet Coil High Speed Dry1Wet Coil Low Speed Dry/Wet Col 0 1020/975 1395/1315 950/935 1885/1800 1650/1600 2200/2000 1600/1450 .1 9601905 1340/1270 930/915 1770/1665 1550/1500 210011900 1525/1375 -2 8651800 1285/1190 9101885 1635/1550 1450/1400 200011800 1465/1200 .3 820/735 1205/1100 855/830 1500/1400 1350/1300 1875/1700 -/- .4 7351650 1110/1000 1300/755 137011285 1300/1175 1775/1600 -1- .5 6151535 1005/870 -1- 1250/1150 -1- 1650/1475 -1- Above data is with 1' standard throwaway filter and 1' washable filter. For optional 2" pleated filter - reduce ESP by .15 in. See installation instructions for maximum ESP information on various KW application. Electric Heat Table ,Model, WA182-A _ WA242-A WA253-A WA242-B WA253-13„ 'WA302-A WA372-4 WA302-B .--` WA372-45WA372*C WA302-C. WA423-A WA4134-A ,A - WA423-13 WA484-B WA602-B WA -023 WA4B4-C WA602-C KW 240V-1 208V-1 _ BTUH BTUH 240V-3 2OBV-3- BTUH BTUH , 24OV-1 208V-1 BTUH BTUH , 24OV-3 2013V=3 BTUH BTUH ' 460V-3 '1311.1H = 240V-1 208V -i --BTUH BTUH . 240V-3 208V-3 `BTUH BTUH 460V-3 BTUH 5.0 18,000 14,000 EHWA24-B06 18,000 14,000 N/A WA302 WA372 18,840 14,300 5 8 10 15 EHWA03-B06 EHWA03-B09 EHWA03-B15 851 28,000 21,000 6 9 15 28.000 21.000 EHWA05-A05 EFM1A05-A10 EHWA05-A15 EI -A20 5 10 15 20 EHWA05-B09 EHWA05-B15 EHWA05-B 1 B 9 15 18 EHWA05A-009 EHWAO5A-C15 10.0 34,000 26,000 EHWA60-A05 EHWA05-A10 EHWA05-A15 EHWA05-A20 35,000 26,000 EHWA60-B09 EHWA05•B15 EHWAOS-B18 9 15 18 35,900 27,100 9 15 15.0 52,000 39,000 52,975 39,900 20.0 70,035 52,700 6.0 21,000 16,000 22,000 16.000 22,000 9-0 32,000 24,000 29,500 32,395 24,530 32,475 15-0 52,000 39,000 48,000 52,975 40,175 52,975 16.0 63,210 47,575 Heater Packages - Field Installed • Designed for adding Electric Heat.tg,0 KW.Units • Circuit'Breaker Standard on 230/208V -Models • To le Disconnect Standard on -460V Models • UL•Listed _ • CUL Listed Air tyortiihdnar Modals -A00=Models 230/208-1 • - _.800 -Models 230/208.3 - -000 Models 460-3 Heater Model # , KW HeaterModel # KW Heater Model # KW WA182 EHWA02-A05 EHWA02A-A08 EHWA02A-A10 5 8 10 NIA NIA WA242 WA253 EHWA02-A05 EHWA02A-A08 EHWAO2A-A10 5 8 10 EHWA24-B06 6 N/A WA302 WA372 EHWA03-A05 EHWA03-A08 EHWA03-A10 EHWA03-A 15 5 8 10 15 EHWA03-B06 EHWA03-B09 EHWA03-B15 6 9 15 EHWC03A-006 EHWC03A-009 EHWAO3A-C15 6 9 15 WA423 WA484 EHWA05-A05 EFM1A05-A10 EHWA05-A15 EI -A20 5 10 15 20 EHWA05-B09 EHWA05-B15 EHWA05-B 1 B 9 15 18 EHWA05A-009 EHWAO5A-C15 9 15 WA602 EHWA60-A05 EHWA05-A10 EHWA05-A15 EHWA05-A20 5 10 15 20 EHWA60-B09 EHWA05•B15 EHWAOS-B18 9 15 18 EHWAO5A•C09 EHWA05A-C15 9 15 NOTE Field installed Heater Packages are not approved for use with top supply opening models Form No 53208-302 Page 9 of 12 Cooling Application Data - Outdoor Temperature CD Model D•B1W.B. CP Goofing Capacity 75©F 80°F -85°F 90°F 95°F 100°F 105°F 110°F 115°F 420°F 125°F 75/ Total Cooling 19,600 18.675 17,725 16.825 15,925 15.050 14,175 13.325 12,500 11,700 11 100 62 Sensible Cooling 14,825 14,700 14.475 14,190 13,830 13,390 12,880 12,300 11.640 10.700 10150 WA182 50/ 67 Total Cooking Sensible Cooling 20,975 14,625 20,360 14,465 19,710 14,300 19,022 14,135 18,300 13,970 17,540 13,640 16.750 13,230 15,920 12,720 15,060 12,125 14400 11,600 13,800 11,000 65/ Total Coohng 24,950 23.760 22,620 21 460 20,315 19,180 18,050 16,930 15.815 14,700 13,600 72 Sensible Cooling 14.750 14,620 14,400 14,090 13,690 13.190 12.610 11,930 11,155 10,400 9,650 _ 751 Total Cooling 24,900 .23,880 22,870 21,870 '30,880 19,900 18,920 • 17,960, 17,000 16.050 15050 62 ' Sensible -Cooling 19200 19,530• 19,140" 48,720 113;275 17_800' 17,300,, 16,770 16,215 15,300 14,300 WA242 80/ 67 • Total Cooling Sensible-Coolin0 26,600: 19,300 26.040 49,160 25,420'- 18,970' ' 24740- 118740, 24,000 18,460 23,210 18,140, 22,350 17770'• 21,450' 17,350; 20,480 16.890 19,000 15,700 17,550 '14,400 85/ . Totai Cooltrg. 31,300 "30,350 -. 29,260, 28,020 26,640 .25,110 , 23,440 .21,620 • 20.600 , 19,475 , 18;400 72- - Sensible ,Cooling •, 19775' 1-9,430 ' 12,040 18,590, 18290 , '172302 18,920 16260 ; 15,540 14,700, `13,900 75/ Total Cooling 23,400 22,600 21,800 21,000 20,100 19,200 18,300 17,400 16,400 15,400 14,300 62 Sensible Cooling 19,100 18,700 18,400 17,900 17,600 17,100 16,600 16200 15,600 15,100 14,600 WA253 801 67 Total Cooling Sensible Cooling 24.900 16.500 24,600 18,300 24,200 18.200 23,700 17,900 23,000 17.700 22,300 17,400 21,500 17,000 20,700 16,700 19,700 16,200 18,600 15,800 17,400 15,300 851 Total Cooing 29.700 28.800 27,800 26,800 25,600 24,400 23,200 22,100 20,700 19.400 17,900 72 Sensible Cooling 19,000 18,600 18,300 17,800 17,400 16,900 16,200 15,700 15.000 14,300 13,600 75/ Total Cooking 30,900. •29,700 28,500' 27,400 • 2.6400 •25,100 24,000 _ 22.900: 21,900 20,800 '19700 fit Sensible Goofing 25,700' 25,3001 24200, 24;400' '23500 .23;800,_ . 22,700 , 22200 •' '21,500 20,800 ' 20,100 WA302 60/ ' 67 Total Cooling . Sensible Cooling 33,000. 24,900 ' 32,300 ,24;800 z' "31:600 -- 24200-24,400 30,900 ' 30,000 - 24,100 =29,200 23,700 -28,300 23,300 . 27,300 22,900 26,300 22,300 25,200 21,700 - 24,000 "21;100 =85/ To1a1-Coo1Ing 39,300; ;37,800, 36,300 _ 34,900 - 33400 - 32:000. 38500 29,100 '27;700, ;26,200. 24.700 72 Sensible Cooling "25,500, - 25,200' '.24,700" 24:300 = ,23.700'. 23000 - 2Z200; , 21,500` 20,600, 19,600 ' 18,7.00 75/ Total Cooling 37,300 35,700 34,200 32,800 31,400 30,100 28,900 27,800 26.700 25,700 24,600 62 Sensible Cooling 28,100 27,700 27,300 26,800 26,400 25,800 25,200 24,500 23.800 22.900 22,100 WA372 80/ 67 Total Cooling Sensible Cooling 39,800 27.200 38,900 27,100 38,000 27,000 37,000 26.800 36,000 26,600 35,100 26,200 34.100 25,800 33,100 25.300 32,100 24,700 31.100 24,000 30.000 23.200 85/ Total Coohrg 47,400 45,500 43,700 41,600 40.000 38,400 36,800 35,200 33,800 32.300 30.900 72 Sensible Cooling 27.900 27,500 27,200 26,600 26,100 25,400 24,600 23,700 22.800 21,700 20.600 75/ ; Total,Cooling . ' 43200 41,700'; 140700,; -38,400, ,36,500; "34;800-,33,600 .31;000 ;-' _29,000: 26,900 24.7,00 82 ' Sensible.Caoling -35.000'. _34;300 , 33,500,. • 32,$00 32,000.. •51.200,2 30,200' 29,300.. -28,300 27,200. 26100 1NA423 80/ 67 ' . Total -tooling Senstbte'00o11n9- 46.100_1'; 33,900' •45400 33,600 44,5004' 33,200' 43;400; 12,900 -,42,000 - '32,300 --40,506 31700 ,38:900' 31,000: 37,600 ; 30,300 .34;900 29,400- 32,600 28,500 30.100 .27,500 851 Total Cooling ' 54,900. -53100' 51100. .-49.000, -46,700 -44,300- 42,000; .39,400 36,700 33,900, 31;000 72 ' Sensible Cooling 34,700 - "34;100 ' 33,400" 32;600 • 31,700. `.30,700 - 29,600 - 28,'400. 27,100 25200' 24,400 75/ Total Cooling 48,200 46,300 44,650 43.070 41.300 39,340 37,190 34,840 32,300 30,900 29,500 62 Sensible Cooling 39,120 38.520 37,680 37,510 37,000 36,130 34,910 33,330 31,400 30.000 28.700 WA484 80/ 67 Total Coolirg Sensible Cooling 51,440 37,950 50,440 37,500 49,640 37.600 48,750 37,400 47.500 37.300 45,890 36,740 43,920 35,600 41,590 34,490 38,900 32.800 38.100 32.050 37,250 31,350 B5/ Total Cooling 59.900 58,650 57,240 55.360 522,700 49,700 46,700 43,800 40.850 39.100 37,450 72 Sensible Cooling 38,750 38,250 37,450 37,230 36,600 35,570 34,150 32,320 30.100 28.700 27,500 75/ Total Cooling 60,350 '57,500' -54,630 52,320 '50,000 47,660 45290 42910 40.500 'NIA N/A 62 . Senstble Cooling - -45,170 ; '43700 = -42,180 i " 41;114 -40,000 - 38,840" "37,640 , -36,390 35.100 NIA NA WA602 50/ . 67 = Total Cooling - Sensible -Cooling 64,600 43,950: -82750' -42,960' 5NA 0.690 , 41,830. -59;190 41150 •57.530' '40400 .55,610 39,570' 53,540 36,660 51,260 37,670 48,800 36,600 N/A 'N/A -N/A 85/ Total Cobiing _ 75.800 73,300; 69,610 - 66,740 63,800 60,780. 57700 - 54,530 51,300 NWA N/A 72 ; Sensible Cooling' 44,900' 43,470 41,970 - 40;840 39,600 38260 '36;810' '36,260 33,600 NIA N1A CD Below 65°F (15.3C), unit requires a factory or field installed low ambient control Capacity Mu1tlplterFactors 07 Return air temperature % of Rated Airflow -10 Rated +10 Total BTUH 0.975 1.0 1.02 Sensible BTUH 0.950 1.0 1.05 Form No 53200.302 Page 10 of 12 Air Conditioning Wall -Mount Model Nomenclature (10.00 - 11.00 SEER) MODEL NUMBER CAPACITY � 113 - 1-r/, Ton 24. 2 Ton 25 - 2 Ton 30 - 2-% Ton 37 - 3 Ton 42 - 3-16 Ton 48 - 4 Ton 60 - 5 Ton WA 37 VOLTS & PHASE 1 A - 230/208/60/1 B - 230/208!6013 C - 460160/3 REVISION A 10 VENTILATION OPTIONS X - Barometric Fresh Air Damper (Standard) B - Blank -off Plate M - Motorized Free!) Air Damper V - Commercial Room Ventilator-Motonzed with Exhaust E - Economizer - Fully Modulating with Exhaust R - Energy Recover Ventilator - Motonzed with Exhaust D - Economizer - Fully Modulating with Exhaust (For use only with "V" Control Module and TCS20 DDC Controller) X X COLOR OPTIONS X - Beige (Standard) 1 - White 2 - Mesa Tan 4 - Buckeye Gray 5 - Desert Brown 8 - Dark Bronze X �-1 CONTROL MODULES (Sae Chart Below) FILTER OPTIONS X - 1 inch Throwaway (Standard) W - 1 inch Washable P - 2 inch Pleated Note: For OKW and circuit breakers (230/206 Voltj Or toggle disconnects (460 Volt) applications, insert OZ in the KW field of the model number. COIL OPTIONS X - Standard 1 - Pnenolic Coated Evaporator 2 - Phenolic Coated Condenser 3 - Phenol+c Coaled Evaporator and Condenser I OUTLET OPTIONS X - Front (Standard) T - Top ton WA.30 and WA37 Models) Ventilation Options Models WA7a2, WA242,:WA253 ,Wlt302 WA3T2 ' WA423, WA484,-WA602 -Descrtpeori Factorytstailed Code`No , Field Instahed Part No. Factorylisfalted Code No - Field 1nsteued _ Part'No ,Factory hstalled , Code No FieId.klslalled ParrNo Barometnc Fresh Air Damper X BFAD-2 X BFAD-3 X BFAD-5 Blank -Off Plate B BOP -2 B BOP -3 6 BOP -5 Motonzed Fresh Alr Damper M MFAD-2 M MFAD-3 M MFAD-5 Commercial Ventilator - Motonzed V CRV-2 V CRV-3 V CRV-5 Economizer- Fully Modulating Q) E EFM-2B E EFM-38 E EFM-5B Economizer- Fully Modulating 02 D N/A 0 N/A D N/A Energy Recovery Ventilator - 230 Volt R WERV-A25 R WERV-A3B R WERV-A5B Energy Recovery Ventilator - 460 Volt N/A N/A R WERv-C36 R WERV-CSB m Low ambient control is required wtth economizer for low temperature compressor operation m For use only with "V" Control Module and TCS20 Controller Air Conditioning Control Modules WA253, WA4B4, WA602 Models •WA182: WA242. WA302, WA372,WA423 - _ - Models AVAILABLE CONTROL OPTIONS , TDR LD HPC m . LPC m it CCM Ei ' -LAC S ALR4D SKta -:ODT ® DDC '; Factory Installed Code field Installed Part • G CMA -16A STD • D CMA -5 • CMA -IBA STD STD • E - CMA -6 • • • STD • STD • • G CMA -10A J • • • • • • H CMA -13A • • STD • • • M Factory Only I CMA -12 STD • • • • • Field Installed Only CMC -15 STD J Factory Only • • • • CMA -14 • • STD • K •CMA -13A 8 CMC -1S • • • • • 1 M Factory Only Field Installed Only CMA -24 A 1 Field Installed Only CMC -15 • Field lrislalled Only CMA -14 • • • • • • V illi Factory Orth • Field !stalled Only CMA -23 ■ Air Conditioning Control Modules WA253, WA4B4, WA602 Models AVAILABLE CONTROL OPTIONS TOR 0) HPC • LPC ® CCM ® LAG ai ALR ® SK m ADT'® .DDC ® ' Factory Installed Code -Field Installed Part Does Not Apply To These Models STD • STD G CMA -16A STD • STD • H CMA -IBA STD STD • - I CMA -6 STD • STD • • J Factory Only STD • STD • • K CMA -13A & CMC -15 STD • STD • • • M Factory Only STD STD • Field Installed Only CMC -15 STD STD • Field Installed Only CMA -14 STD • STD • • • V e Factory Only STD STD • Field Installed Only CMA -24 A STD = Standard equiomerr for These specified models CP ToA Time delay relay only for compressor is fixed 5 -minute delay -on -break to prevent snort cycling Nal needed f HPC or LPC are seed See notes 0.C1, and HPC High pressure control is auto reset Ahaays used wan compressor control module (CCM) which Is included Sae note ad LPC Low pressure control is auto reset Always used with compressor Comm) module (CCM). which to mduded See note e CCM. Compressor control rnodute has adjustable 30 -second to 5 -minute decay -0h -Creak Omer OD India power -up. or any lane the power a Interupled, the delay -on -make win ba 2 -minutes plus 10% of the delay-an-breek setting There is no deley-0o-mate during routine operation of the unit, The module also provides the lockout lealure (,Nth 1 retry) for high and/or tow -pressure controls, end e 2 -minute timed bypass tor row-praesua control ID LAC, Low ambient control permits cooling operates down Ip 01 ® ALR The alarm relay hese eel of normally open ana normally closed dry contacts to =ode the abldy to signal a condition of shutdown on either high or tow pressure controls m SA Stan Mn can ha used with all -A single phase models only is not used or available for -B or -C Three phase models DDT Dulosor thermostat is adjustable from 0 ID 50"F 11 is suitable for use es IS compressor coon Thermostat e DOC Incorporates a additional aensors disdiarge err temperature. indoor blower airflow, compressor current end dirty filter Tnese sensing devices Function ID input analog data such as temperature, as well as dgilal safe such es sir Pot. compressor Stews or finer steles -V- control module should re ordered in conprnction with direct digital control's., (DDC) model TCS20 Refer to DOC spechhcsiion sheer 53250 for more miormation i Use LMA -24 for Model WAd23 A Use CMA -23 for Wrests WA253 Form No 53206-302 Page 11 of 12 learances Required for Service Access nd Adequate Condenser Air Flow MODELS LEFT SIDE RIGHT SIDE WA18, WA24, WA25. WA37 15" 20" WA42, WA48, WA60 20" 20" NOTE: For side by side installation of two (2) WA models there must be 20' between units. This can be reduced W 15" by using a WL model (left side compressor and controls) for the left unit and WA (right side compressor and controls) for nght unit See WL Specifications S3279. Minimum Clearances Required to Combustible Materials MODELS CD SUPPLY AIR DUCT FIRST THREE FEU CABINET WA18, WA24, WA25 0" 0" WA30, WA37 114" 0" WA42 WA48, WA60 114" 0" C Refer to the Installation manual for more detailed information imensions of Basic Unit for Architectural and installation Requirements (Nominal) 'MODEL WIDTH (0) ' DEPTH iD) HE1GHTt (H) , SUPPLY RETURN - A . B C 13 E F. G I J K L M j N 0- P Q R S" T WA18 WA24 WA25 33.300 17.125 70.563 7.88 1938 11.88 19.88 35.00 18.50 25.75 20.56 26.75 28.06 29.25 27.00, 2.63 34.13 22.06 10.55 4.19 12.00 5.00 WAN WA37 38.200 17.125 70.563 7.88 27.88 13.8827.88 40.0D 18.50.25.75 17.93 26.7528.75 29.25127.00 2.75 39 19 22.75 9.14 4 19 12.00 5.0D WA42 WA48 WA60 42.075 22.432 84.875 9.88 29.88 15.88 29.88 43.88 19 10 31.66 30.00 32.68 26.94 34 69'32 43 3.37 42.88 23 88 10.00 2.00 16.00 1 88 All dimensions are in inches. Dimensional drawings are not to scale. 8U!1.1 IN RAIN FOOD 4° PI1CH 1 CONDENSED AIR OUTLET FRONT VIEW ELECTRIC HEA1 HEATER ACCESS PANEL CI,RCU 11, aRErrJ(EI: i - qi-1-2oNNECT ,yCCE'SS PANEL (LOCKABLE) - ELECTRICAL ENTRANCES LOW VOLTAGE ELECIGICAL EN FRANCE ilLif ACCESS DOOR VENTILATION AIR �1 7 873} . -l0"F 1 250x2 0" N COQ A' R INLET 11 20' A DRA I N SIDE VIEW *Optional top outlet (factory installed only) for WA30 and WA37 models only SIDE WALL MOUNTING BRACKETS (BUILT-IN) OPl I NAL ELECTRICA. EN1RANCE5 438 SUPPLY AIR 9PEN I NG �B IOP RAIN FLASHING SHIPPING LOCA110h �~ M P RE1URN AIR OPENING R 5 E01 IDA INSTALLA110N RRACKE i BACK VIEW MIS -1262 irsif Page 12 of 12 BARD MANUFACTURING CO BRYAN, OHID 43506 Since /914 . Moving ahead, just as planned Due to our continuous product Improvement policy, all specifications subject to change without notice. Before purchasing this apohance, read important energy cost and efficiency information ava iabie from your retailer Form No. S3208 March. 2002 Stpessecs 5320&301 1047 N. 204'n Avenue Elkhorn, NE 68022 Ph:402-289-1888 Fax:402-289-1 861 SEMAAN ENGINEERING SOLUTIONS 54 ft EE1 Pine Tree Pole Structural Analysis Nj6 NN/lnY\-' Prepared for: T -Mobile USA 12920 SE 38th Street Bellevue, WA 98006 Site: DN02085F / Roto Rooter / Verizon Garfield County, CO lPa�r��+� �% June 2, 2003 Mr. Joseph Laurenzano T -Mobile USA 12920 SE 38th Street Bellevue, WA 98006 Re: Site Number DN02085F — Roto Rooter, Verizon. Dear Mr. Laurenzano: We have completed the structural analysis for the existing monopole, located at the above referenced site. The purpose of this analysis is to determine that the existing monopole design is in conformance with the EIA'TIA-222-F standard for the proposed antennae Toads installation. Refer to the Review and Recommendations section at the end of this report for the analysis results. Description of Structure: The structure is a 54 ft EEI pine tree pole. Refer to EEI job # 10090 dated October 17, 2001 for a detailed description of the structure. Method of analysis: The tower was analyzed using Semaan Engineering Solutions' software suite for communication structures. The structural analysis is performed using the SAPS finite element engine. The method is 3D, non-linear, which accounts for the second order geometric effects due to the displacements. The analysis was performed in conformance with EIAITIA-222-F for a basic wind speed of 80 mph and 1/2" radial ice with reduced wind speed. Wind is applied to the structure, accessories and antennas. • Page 2 Structure loading: Per the loading sheet supplied, the analysis was performed using the following loading: (Proposed loading in bold) Elev. (ft) City. Antennas and Mounts Coax Owner 52.0 12 RR65-19-0ODP Mounted On (3) T -Arms (24) 7/8 T -Mobile 52.0 12 Airtech LNA Mounted On the same (3) T -Arms T -Mobile 44.5 6 RV65-12-XXDAL4 Mounted On (3) T -Arms (6) 7/8 Verizon 44.5 3 Mounted On the same (3) T- Arms (3) 718 (3) Verizon 35.0 1 Std. MW Dish w/o Rad, 4' D (1) 7/8 T -Mobile All new access holes shall be reinforced with welded rims that are compatible with the pole and to be sized and supplied by pole manufacturer. All transmission lines are assumed running inside of pole shaft. Results of Analysis: Refer to the attached Computer Summary sheets for detailed analysis results. Structure: The existing monopole is structurally capable of supporting the existing and proposed antennas. The maximum structure usage is: 93.9%. Foundation: Pole Reactions Original Design Reactions Current Analysis Reactions % Of Design Moment (ft -kips) 476.59 473.08 99.3 Shear (kips) 10.84 10.85 100.0 The structure base reactions resulting from this analysis do not exceed the ones shown on the original structure drawings. Review and Recommendations: Based on the analysis results, the existing structure meets the requirements per the EIAITIA-222-F standards for a basic wind speed of 80 mph and 1/2" radial ice with reduced wind speed. • Page 3 Capynghr Semaan Engineenng Soluvons, Inc 49'-0° 44'x" D'-3'15/16 39'-0' 35'-0' T-7'15/16 0'0' D a 16-4 1/16 3116" Thick (65 KSi) 32° F -L 54'-0' 40'-3' 15116 1/4' Thick (65 KSi) Job Information Pole : DN02085F Description : Client : T -Mobile USA -WA Location : Roto Rooter, Verizon Type : 18 Sides Base Elev (ft): 0.00 Height :(ft) 54.00 Taper: 0.224540 (inftt) Sections Properties Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (ft) Top Bottom (in) Type (in) (in/ft) (ksl) 1 40.330 15.69 24.75 0.250 0.000 0.224540 65 2 16.337 13.00 16.66 0.188 Slip Joint 32.000 0.224540 65 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Type Oty Description 52.000 52.000 Panel 12 RR65-19-0ODP 52.000 52.000 Panel 12 Alrtech LNA 52.000 52.000 Straight 3 T -Arms 49.000 49.000 Straight 1 Plne Tree Branches 44.500 44.500 Panel 6 RV65-12-XXDAL4 44.500 44.500 Panel 3 DB874H83E-SX 44.500 44.500 Straight 3 T -Arms 39.000 39.000 Straight 1 Pine Tree Branches 35.000 35.000 Dish 1 Std. MW Dish w/o Rad, 4' D Load Cases ! Deflections Load Case Attach Translation Rotation Elev (ft) (1n) (deg) No ice No Ice Wind Speed = 50.00 mph vw/ Too Ice 52.000 22.46 49.000 20.34 44.500 17.18 39.000 13.49 35.000 11.00 ice Ice Wind Speed = 69.28 mph w/ Ice 0.50 in Thick 52.000 21.39 -3.248 49.000 19.35 -3.233 44.500 16.34 -3.136 39.000 12.83 -2.937 35.000 10.45 -2.725 Twist/Sway Twist/Sway Wind Speed = 50.00 mph w/ No Ice -3.413 -3.396 -3.294 -3.084 -2.862 52.000 49.000 44.500 39.000 35.000 8.79 7.96 6.72 5.28 4.30 -1.334 -1.326 -1.288 -1.206 -1.119 Reactions Load Case Moment (Kip -ft) Shear (Kips) Axial (Kips) No ice 473.079 10.853 -7.784 Ice 447.675 10.113 -9.996 Twist/Sway 184.906 4.240 -7.820 54.0 0.02 SI 0.05 2.55 3.47 Load Case : No Ice 52.000 49.000 44.500- 40.330- 39.000- 37.663- 35.000 0.000- c 0 C) m au 5.000- 20.000- 15.000- 10.000- 5.000-4 L 11.43 16.2.19-88 17.42 19.96 0.000 , 2.93 7.93 12.93 17.93 22.93 27.93 32.93 37.93 42.93 47.93 [73 Stresses (ksll -r r 24.13 -- 31.10 r I 36.37 r-- 40.38 7 43.44 45.76 47.51 -52 5 52 I.S2 48.83 J2 71 52 52 0 52 Pole : Location: Height : Shape : Base Dia : Taper : DN02085 F Roto Rooter, Verizon 54.00 (ft) 18 Sides 24.75 (in) 0.224540 (in/ft) T -Mobile USA -WA Base Elev : 0.000 (ft) Top Dia : 13.00 (in) Copyngh' Semeen Engineenng 5olur,ons, Inc 6/2/2003 11:23:43 AM Page: 1 Shaft Section Properties Slip Sect Length Thick Fy Joint Joint Weight Num (ft) (in) (ksl) Type Len (in) (Ib) 1 40.330 0.2500 65 0.00 2,175 2 16.337 0.1875 65 Slip Joint 32.00 485 Shaft Weight 2,659 Discrete Appurtenance Properties Attach Elev (ft) Description 52.00 RR65-19-00DP 52.00 Airtech LNA 52.00 T -Arms 49.00 Pine Tree Branches 44.50 RV65-12-XXDAL4 44.50 DB874H83E-SX 44.50 T -Arms 39.00 Pine Tree Branches 35.00 Std. MW Dish w/o Rad, 4' D Totals Bottom Dia Elev Area Ix W/t D/t (in) (tt) (sgin) (inA4) Ratio Ratio 24.75 0.000 19.44 1474.3 16.05 99.00 16.66 37.66 9.81 336.6 14.26 88.90 Top Dia Elev Area Ix Wit D/t Taper (in) (ft) (sqin) (inA4) Ratio Ratio (in/ft) 15.69 40.33 12.25 369.3 9.66 62.78 0.22454 13.00 54.00 7.62 158.1 10.81 69.33 0.22454 No Ice Ice Distance Vert Weight CaAa CaAa Weight CaAa CaAa From Face X Angle Ecc Oty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (deg) (ft) 12 23.00 6.000 0.67 52.00 6.850 0.67 0.000 0.00 0.000 12 13.20 0.690 1.00 18.25 0.870 1.00 0.000 0.00 0.000 3 242.00 8.190 0.67 301.00 11.130 0.67 0.000 0.00 0.000 1 1500.00 90.000 1.00 1800.00 120.00 1.00 0.000 0.00 0.000 6 8.40 1.170 0.67 15.21 1.400 0.67 0.000 0.00 0.000 3 14.00 5.600 0.67 43.00 6.100 0.67 0.000 0.00 0.000 3 242.00 8.190 0.67 301.00 11.130 0.67 0.000 0.00 0.000 1 1500.00 90.000 1.00 1800.00 120.00 1.00 0.000 0.00 0.000 1 188.00 20.910 1.00 277.00 21.790 1.00 0.000 0.00 0.000 42 5166.80 .6746.26 Number of Loadings : 9 Pole : DN02085F Location: Rota Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (in/ft) T -Mobile USA -WA Base Eiev : 0.000 (ft) Top Dia : 13.00 (in) Copynght Semaan Eng;neenng Solu!,ons, Inc Y 6!2!2003 11:23:43 AM Page: 2 z/ x Segment Properties (Max Len : 5 ft) Seg Eiev Thick Dia Area ix Wit Dtt Fy Fb Weight (It) Description (In) (in) (inA2) (inA4) Ratio Ratio (ksi) (ksl) (Ib) 0.00 0.2500 24.750 19.440 1,474.3 16.05 99.00 65 52 0.0 5.00 0.2500 23.627 18.549 1,280.8 15.25 94.51 65 52 323.2 10.00 0.2500 22.505 17.658 1,105.0 14.46 90.02 65 52 308.0 15.00 0.2500 21.382 16.768 946.0 13.67 85.53 65 52 292.9 20.00 0.2500 20.259 15.877 803.1 12.88 81.04 65 52 277.7 25.00 0.2500 19.136 14.986 675.4 12.09 76.55 65 52 262.5 30.00 0.2500 18.014 14.095 561.9 11.29 72.06 65 52 247.4 35.00 0.2500 16.891 13.204 462.0 10.50 67.56 65 52 232.2 37.66 Bot - Section 2 0.2500 16.293 12.730 414.0 10.08 65.17 65 52 117.5 39.00 0.2500 15.993 12.492 391.1 9.87 63.97 65 52 101.6 40.00 0.2500 15.768 12.313 374.6 9.71 63.07 65 52 74.7 40.33 Top - Section 1 0.1875 16.069 9.451 301.2 13.70 85.70 65 52 24.4 44.50 0.1875 15.133 8.894 251.0 12.82 80.71 65 52 130.2 45.00 0.1875 15.021 8.827 245.4 12.72 80.11 65 52 15.1 49.00 0.1875 14.123 8.293 203.5 11.87 75.32 65 52 116.5 50.00 0.1875 13.898 8.159 193.8 11.66 74.12 65 52 28.0 52.00 0.1875 13.449 7.892 175.4 11.24 71.73 65 52 54.6 54.00 0.1875 13.000 7.625 158.1 10.81 69.33 65 52 52.8 2,659.3 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (in/ft) T -Mobile USA -WA Base Elev : 0.000 (ft) Top Dia : 13.00 (in) Copyngh/ Semaan Engineering SOIul,Ons, Inc f ¥ 6/2/2003 11:23:43 Ah Page: 3 Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 80 mph - No Ice 19 Iterations Effective Wind Speed : 80.00 (mph) Shaft Forces Seg Top Elev (ft) Description Wind Wind qz RzGh C Tributary Aa CfAa Force X Force Z Weight Kz (psf) (psf) (mph -ft) Cf (ft) (st) (sf) (Ib) (Ib) (Ib) 0.00 1.00 16.38 27.68 165.00 0.650 0.00 0.000 0.000 0.00 0.00 0.0 5.00 1.00 16.38 27.68 157.52 0.650 5.00 10.079 6.551 181.39 0.00 323.2 10.00 1.00 16.38 27.68 150.03 0.650 5.00 9.611 6.247 172.97 0.00 308.0 15.00 1.00 16.38 27.68 142.55 0.650 5.00 9.143 5.943 164.55 0.00 292.9 20.00 1.00 16.38 27.68 135.06 0.650 5.00 8.675 5.639 156.14 0.00 277.7 25.00 1.00 16.38 27.68 127.58 0.650 5.00 8.207 5.335 147.72 0.00 262.5 30.00 1.00 16.38 27.68 120.09 0.650 5.00 7.740 5.031 139.30 0.00 247.4 35.00 Appertunance(s) 1.01 16.66 28.15 113.56 0.650 5.00 7.272 4.727 133.10 0.00 232.2 37.66 Bot - Section 2 1.03 17.01 28.75 110.69 0.650 2.66 3.682 2.394 68.83 0.00 117.5 39.00 Appertunance(s) 1,04 17.18 29.04 109.19 0.650 1.34 1.840 1.196 34.74 0.00 101.6 40.00 1.05 17.31 29.25 108.05 0.650 1.00 1.355 0.881 25.76 0.00 74.7 40.33 Top - Section 1 1.05 17.35 29.32 107.67 0.650 0.33 0.443 0.288 8.44 0.00 24.4 44.50 Appertunance(s) 1.08 17.84 30.15 105.29 0.650 4.17 5.422 3.524 106.28 0.00 130.2 45.00 1.09 17.90 30.25 104.67 0.650 0.50 0.628 0.408 12.35 0.00 15.1 49.00 Appertunance(s) 1.12 18.34 31.00 99.62 0.650 4.00 4.857 3.157 97.87 0.00 116.5 50.00 1.12 18.44 31.17 98.32 0.650 1.00 1.168 0.759 23.66 0.00 28.0 52.00 Appertunance(s) 1.13 18.65 31.53 95.68 0.650 2.00 2.279 1.481 46.71 0.00 54.6 54.00 1.15 18.85 31.87 92.98 0.650 2.00 2.204 1.433 45.66 0.00 52.8 Totals: 54.00 1,565.46 0.00 2,659.3 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (inlft) T -Mobile USA -WA Base Elev : 0.000 (ft) Top Dia : 13.00 (in) Copyright Semean Engrneenng Solutions, Inc Y 6!2!200311:23:43 AN Page: 4 Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 80 mph - No Ice 19 Iterations Effective Wind Speed : 80.00 (mph) Discrete Appurtenance Forces Eiev (tt) Description Total Horiz Vert Wind Wind Mom Mom Mom qz qzGh t;aAa CaAa Ecc Ecc X Angle Force X Force Z X Y Z Weight Qty (psf) (psf) (sf) Factor (ft) (ft) (deg) (Ib) (Ib) (Ib -ft) (lb -ft) (lb -ft) (Ib) 35.00 Std. MW Dish w/o Rad, 1 16.66 28.15 20.910 1.000 0.000 0.0 0.0 588.79 0.00 0.00 0.00 0.00 188.0 39.00 Pine Tree Branches 1 17.18 29.04 90.000 1.000 0.000 0.0 0.0 2613.83 0.00 0.00 0.00 0.00 1500.0 44.50 RV65-12-XXDAL4 6 17.84 30.15 4.682 0.667 0.000 0.0 0.0 141.21 0.00 0.00 0.00 0.00 50,4 44.50 DB874H83E-SX 3 17.84 30.15 11.206 0.667 0.000 0.0 0.0 337.94 0.00 0.00 0.00 0.00 42.0 44.50 T -Arms 3 17.84 30.15 16.388 0.667 0.000 0.0 0.0 494.24 0.00 0.00 0.00 0.00 726.0 49.00 Pine Tree Branches 1 18.34 31.00 90.000 1.000 0.000 0.0 0.0 2789.98 0.00 0.00 0.00 0.00 1500.0 52.00 RR65-19-000P 12 18.65 31.53 48.024 0.667 0.000 0.0 0.0 1514.23 0.00 0.00 0.00 0.00 276.0 52.00 Airtech LNA 12 18.65 31.53 8.280 1.000 0.000 0.0 0.0 261.07 0.00 0.00 0.00 0.00 158.4 52.00 T -Arms 3 18.65 31.53 16.388 0.667 0.000 0.0 0.0 516.72 0.00 0.00 0.00 0.00 726.0 9,258.02 0.00 5,166.8 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (inlft) T -Mobile USA -WA Base Elev : 0.000 (ft) Top Dia : 13.00 (in) Copyripf; Semaan Engineenng Solutions. Inc Y 6/2/2003 11:23:43 AN Page: 5 Load Case: No Ice 80 mph - No Ice Gust Response Factor : 1.69 Effective Wind Speed : 80.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 19 Iterations Applied Forces Summary Seg X Z Lateral Axial Lateral Moment Torsion Moment Elev Coord Coord FX (-) FY (-) FZ MX MY MZ (ft) (ft) (ft) (Ib) (Ib) (Ib) (Ib -ft) (Ib -it) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 181.39 323.17 0.00 0.00 0.00 0.00 10.00 0.00 0.00 172.97 308.02 0.00 0.00 0.00 0.00 15.00 0.00 0.00 164.55 292.86 0.00 0.00 0.00 0.00 20.00 0.00 0.00 156.14 277.70 0.00 0.00 0.00 0.00 25.00 0.00 0.00 147.72 262.55 0.00 0.00 0.00 0.00 30.00 0.00 0.00 139.30 247.39 0.00 0.00 0.00 0.00 35.00 0.00 0.00 721.89 420.23 0.00 0.00 0.00 0.00 37.66 0.00 0.00 68.83 117.51 0.00 0.00 0.00 0.00 39.00 0.00 0.00 2,648.57 1,601.57 0.00 0.00 0.00 0.00 40.00 0.00 0.00 25.76 74.74 0.00 0.00 0.00 0.00 40.33 0.00 0.00 8.44 24.42 0.00 0.00 0.00 0.00 44.50 0.00 0.00 1,079.67 948.56 0.00 0.00 0.00 0.00 45.00 0.00 0.00 12.35 15.08 0.00 0.00 0.00 0.00 49.00 0.00 0.00 2,887.85 1,616.51 0.00 0.00 0.00 0.00 50.00 0.00 0.00 23.66 27.99 0.00 0.00 0.00 0.00 52.00 0.00 0.00 2,338.73 1,215.02 0.00 0.00 0.00 0.00 54.00 0.00 0.00 45.66 52.80 0.00 0.00 0.00 0.00 Totals: 10,823.47 7,826.12 0.00 0.00 0.00 0.00 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (in/ft) T -Mobile USA -WA Base Elev : 0.000 (ft) Top Dia : 13.00 (in) Copynghi Semaan Engmeenng Solutions, Inc 6/212003 11:23:43 AN Page: 6 / X [iad Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 80 mph - No Ice 19 Iterations Effective Wind Speed : 80.00 (mph) Calouiated Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX (-) FY (-) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (in) (in) (in) (deg) 0.00 10.853 7.784 0.000 0.000 0.000 473.079 0.000 0.000 0.000 0.000 5,00 10.727 7.381 0.000 0.000 0.000 418.814 -0.232 0.000 0.232 -0.430 10.00 10.604 6.994 0.000 0.000 0.000 365.182 -0.918 0.000 0.918 -0.866 15.00 10.484 6.625 0.000 0.000 0.000 312.164 -2.061 0.000 2.061 -1.302 20.00 10.367 6.275 0.000 0.000 0.000 259.744 -3.659 0.000 3.659 -1.732 25.00 10.253 5.947 0.000 0.000 0.000 207.909 -5.700 0.000 5.700 -2.146 30.00 10.139 5.642 0.000 0.000 0.000 156.646 -8.159 0.000 8.159 -2.530 35.00 9.420 5.217 0.000 0.000 0.000 105.953 -10.995 0.000 10.995 -2.862 37.66 9.354 5.086 0.000 0.000 0.000 80.867 -12.637 0.000 12.637 -3.015 39.00 6.628 3.621 0.000 0.000 0.000 68.362 -13.492 0.000 13.492 -3.084 40.00 6.600 3.544 0.000 0.000 0.000 61.734 -14.143 0.000 14.143 -3.131 40.33 6.596 3.510 0.000 0.000 0.000 59.557 -14.360 0.000 14.360 -3.146 44,50 5.468 2.617 0.000 0.000 0.000 32.052 -17.179 0.000 17.179 -3.294 45.00 5.457 2.597 0.000 0.000 0.000 29.318 -17.525 0.000 17.525 -3.311 49,00 2.481 1.151 0.000 0.000 0.000 7.489 -20.342 0.000 20.342 -3.396 50.00 2.455 1.124 0.000 0.000 0.000 5.008 -21.054 0.000 21.054 -3.405 52.00 0.049 0.050 0.000 0.000 0.000 0.097 -22.482 0.000 22.482 -3.413 54.00 0.046 0.000 0.000 0.000 0.000 0.000 -23.910 0.000 23.910 -3.413 Pale : Location: Height : Shape: Base Dia : Taper: DN02085 F Roto Rooter, Verizon 54.00 (ft) 18 Sides 24.75 (in) 0.224540 (in/ft) T -Mobile USA -WA Base Elev : 0.000 (ft) Top Dia : 13.00 (in) Copyngnr 5emasn Engineering Solutions, Inc Y 6/2/200311:23:43 AM Page: 7 A z/ x Load Case: No ice 80 mph - No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Effective Wind Speed : 80.00 (mph) 19 Iterations Calculated Stresses Seg Elev Axial (Y) (ft) (ksi) Shear (X) Shear (Z) (ksi) (ksi) Applied -Stresses Torsion Bending (X) Bending (Z) (ksi) (ksi) (ksi) Combined (ksi) Allowable Stress (Fb) (ksi) Stress Ratio 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 37.66 39.00 40.00 40.33 44.50 45.00 49.00 50.00 52.00 54.00 0.400 0.398 0.396 0.395 0.395 0.397 0.400 0.395 0.400 0.290 0.288 0.371 0.294 0.294 0.139 0.138 0.006 0.000 1.125 1.165 1.210 1.260 1.316 1.379 1.450 1.438 1.481 1.069 1.080 1.406 1.239 1.246 0.603 0.607 0.012 0.012 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 48.387 47.073 45.314 42.986 39.920 35.892 30.594 23.601 19.392 17.029 15.830 19.359 11.774 10.934 3.167 2.188 0.045 0.000 48.826 47.513 45.759 43.436 40.380 36.367 31.096 24.125 19.957 17.418 16.226 19.880 12.257 11.434 3.467 2.552 0.056 0.021 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 0.939 0.914 0.880 0.836 0.777 0.700 0.598 0.464 0.384 0.335 0.312 0.382 0.236 0.220 0.067 0.049 0.001 0.000 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (infft) T -Mobile USA -WA Base Elev : 0.000 (ft) Top Dia : 13.00 (in) Copyright Semaan Engineering Solulrons, Inc 6/2/200311:23:44 AI1! Page: 8 Z X Load Case: Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 80 mph - With Ice - Ice Thickness = 0.5 in 19 Iterations Effective Wind Speed : 69.28 (mph) Shaft Forces Seg Top Elev (ft) Description Wind Wind qz qzGh C Tributary Aa CfAa Force X Force Z Weight Kz (psf) (psf) (mph -ft) Cf (ft) (sf) (sf) (Ib) (lb) (Ib) 0.00 1.00 12.28 20.76 142.89 0.650 0.00 0.000 0.000 0.00 0.00 0.0 5.00 1.00 12.28 20.76 136.41 0.650 5.00 10.495 6.822 141.66 0.00 397.6 10.00 1.00 12.28 20.76 129.93 0.650 5.00 10.027 6.518 135.35 D.00 379.0 15.00 1.00 12.28 20.76 123.44 0.650 5.00 9.560 6.214 129.03 0.00 360.4 20.00 1.00 12.28 20.76 116.96 0.650 5.00 9.092 5.910 122.72 0.00 341.8 25.00 1.00 12.28 20.76 110.48 0.650 5.00 8.624 5.606 116.40 0.00 323.1 30.00 1.00 12.28 20.76 104.00 0.650 5.00 8.156 5.302 110.09 0.00 304.5 35.00 Appertunance(s) 1.01 12.49 21.11 98.34 0.650 5.00 7.689 4.998 105.54 0.00 285.9 37.66 Bot - Section 2 1.03 12.76 21.56 95.86 0.650 2.66 3.904 2.538 54.73 0.00 145.1 39.00 Appertunance(s) 1.04 12.88 21.78 94.56 0.650 1.34 1.951 1.268 27.63 0.00 115.5 40.00 1.05 12.98 21.93 93.57 0.650 1.00 1.438 0.935 20.51 0.00 85.0 40.33 Top - Section 1 1.05 13.01 21.99 93.24 0.650 0.33 0.470 0.306 6.72 0.00 27.8 44.50 Appertunance(s) 1.08 13.38 22.61 91.18 0.650 4.17 5.769 3.750 84.81 0.00 170.4 45.00 1.09 13.42 22.69 90.65 0.650 0.50 0.670 0.435 9.88 0.00 19.9 49.00 Appertunance(s) 1.12 13.75 23.24 86.27 0.650 4.00 5.191 3.374 78.44 0.00 152.6 50.00 1.12 13.83 23.38 85.14 0.650 1.00 1.251 0.813 19.01 0.00 36.9 52.00 Appertunance(s) 1.13 13.99 23.64 82.86 0.650 2.00 2.446 1.590 37.59 0.00 71.8 54.00 1.15 14.14 23.90 80.52 0.650 2.00 2.371 1.541 36.83 0.00 69.5 Totals: 54.00 1,236.93 0.00 3,286.8 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (mitt) T -Mobile LISA -WA Base Elev : 0.000 (ft) Top Dia : 13.00 (in) Gop rngh; Semaaa Engtneenng Sorulrons. Inc Y 6/2/2003 11:23:44 All Page: 9 Load Case: Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 80 mph - With Ice - Ice Thickness = 0.5 in 19 Iterations Effective Wind Speed : 69.28 (mph) Discrete Appurtenance Forces EIev (ft) Description Total Horiz Vert Wind Wind Mom Mom Mom qz qzGh t. aAa CaAa Ecc Ecc X Angle Force X Force 2 X Y Z Weight (NV (psi) (psi) (st) Factor (tt) (tt) (deg} (ib) (ib) (Ib-tt) (Ib -ft) (lb -ft) (Ib) 35.00 Std. MW Dish w/o Rad, 1 12.49 21.11 21.790 1.000 0.000 0.0 0.0 460.15 0.00 0.00 0.00 0.00 277.0 39.00 Pine Tree Branches 1 12.88 21.78 120.000 1.000 0.000 0.0 0.0 2613.68 0.00 0.00 0.00 0.00 1800.0 44.50 RV65-12-XXDAL4 6 13.38 22.61 5.603 0.667 0.000 0.0 0.0 126.72 0.00 0.00 0.00 0.00 91.3 44.50 D6874I183E-SX 3 13.38 22.61 12.206 0.667 0.000 0.0 0.0 276.07 0.00 0.00 0.00 0.00 129.0 44.50 T -Arms 3 13.38 22.61 22.271 0.667 0.000 0.0 0.0 503.71 0.00 0.00 0.00 0.00 903.0 49.00 Pine Tree Branches 1 13.75 23.24 120.000 1.000 0.000 0.0 0.0 2789.82 0.00 0.00 0.00 0.00 1800.0 52.00 RR65-19-00DP 12 13.99 23.64 54.827 0.667 0.000 0.0 0.0 1296.48 0.00 0.00 0.00 0.00 624.0 52.00 Airtech LNA 12 13.99 23.64 10.440 1.000 0.000 0.0 0.0 246.87 0.00 0.00 0.00 0.00 219.0 52.00 T -Arms 3 13.99 23.64 22.271 0.667 0.000 0.0 0.0 526.64 0.00 0.00 0.00 0.00 903.0 8,840.13 0.00 6,746.3 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (in/ft) T -Mobile USA -WA Base Eiev : 0.000 (ft) Top Dia : 13.00 (in) Copyngnl Serrras,, Engmeenng Solutions, Inc ¥ 6/2/2003 1 t23:44 M Page: 10 Load Case: ice 80 mph - With Ice - Ice Thickness = 0.5 in Gust Response Factor : 1.69 Effective Wind Speed : 69.28 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 19 Iterations Applied Forces Summary Seg X Z Lateral Axial Lateral Moment Torsion Moment Elev Coord Coord FX (-) FY (-) FZ MX MY MZ (ft) (ft) (ft) (Ib) (Ib) (Ib) (Ib -ft) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 141.66 397.62 0.00 0.00 0.00 0.00 10.00 0.00 0.00 135.35 379.00 0.00 0.00 0.00 0.00 15.00 0.00 0.00 129.03 360.38 0.00 0.00 0.00 0.00 20.00 0.00 0.00 122.72 341.76 0.00 0.00 0.00 0.00 25.00 0.00 0.00 116.40 323.14 0.00 0.00 0.00 0.00 30.00 0.00 0.00 110.09 304.52 0.00 0.00 0.00 0.00 35.00 0.00 0.00 565.69 562.90 0.00 0.00 0.00 0.00 37.66 0.00 0.00 54.73 145.11 0.00 0.00 0.00 0.00 39.00 0.00 0.00 2,641.31 1,915.48 0.00 0.00 0.00 0.00 40.00 0.00 0.00 20.51 85.01 0.00 0.00 0.00 0.00 40.33 0.00 0.00 6.72 27.80 0.00 0.00 0.00 0.00 44.50 0.00 0.00 991.32 1,293.65 0.00 0.00 0.00 0.00 45.00 0.00 0.00 9.88 19.86 0.00 0.00 0.00 0.00 49.00 0.00 0.00 2,868.25 1,952.61 0.00 0.00 0.00 0.00 50.00 0.00 0.00 19.01 36.88 0.00 0.00 0.00 0.00 52.00 0.00 0.00 2,107.57 1,817.84 0.00 0.00 0.00 0.00 54.00 0.00 0.00 36.83 69.46 0.00 0.00 0.00 0.00 Totals: 10,077.07 10,033.03 0.00 0.00 0.00 0.00 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0,224640 (inlft) T -Mobile USA -WA Base Elev : 0.000 (ft) Top Dia : 13.00 (in) Copynghr Semaa, Engneertng Solutions, me Y 6/2/2003 11:23:44 Ali Page: 11 Load Case: ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 80 mph - With ice - Ice Thickness = 0.5 in Effective Wind Speed : 69.28 (mph) 19 Iterations Calculated Fot'ces and Deilectbons Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Eiev FX (-) FY (-) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (in) (in) (in) (deg) 0.00 10.113 9.996 0.000 0.000 0.000 447.675 0.000 0.000 0.000 0.000 5.00 10.039 9.527 0.000 0.000 0.000 397.110 -0.220 0.000 0.220 -0.408 10.00 9.965 9.078 0.000 0.000 0.000 346.917 -0.870 0.000 0.870 -0.821 15.00 9.892 8.649 0.000 0.000 0.000 297.092 -1.954 0.000 1.954 -1.235 20.00 9.819 8.241 4.000 0.000 0.000 247.632 -3.471 0.000 3.471 -1.645 25.00 9.745 7.857 0.000 0.000 0.000 198.536 -5.410 0.000 5.410 -2.040 30.00 9.669 7.499 0.000 0.000 0.000 149.811 -7.750 0.000 7.750 -2.407 35.00 9.105 6.927 0.000 0.000 0.000 101.470 -10.449 0.000 10.449 -2.725 37.66 9.056 6.768 0.000 0.000 0.000 77.220 -12.013 0.000 12.013 -2.871 39.00 6.326 4.983 0.000 0.000 0.000 65.115 -12.826 0.000 12.826 -2.937 40.00 6.303 4.896 0.000 0.000 0.000 58.790 -13.446 0.000 13.446 -2.982 40.33 6.302 4.859 0.000 0.000 0.000 56.710 -13.653 0.000 13.653 -2.996 44.50 5.248 3.614 0.000 0.000 0.000 30.429 -16.338 0.000 16.338 -3.136 45.00 5.240 3.590 0.000 0.000 0.000 27.806 -16.667 0.000 16.667 -3.153 49.00 2.268 1.799 0.000 0.000 0.000 6.845 -19.349 0.000 19.349 -3.233 50.00 2.248 1.763 0.000 0.000 0.000 4.577 -20.027 0.000 20.027 -3.241 52.00 0.041 0.067 0.000 0.000 0.000 0.081 -21.387 0.000 21.387 -3.248 54.00 0.037 0.000 0.000 0.000 0.000 0.000 -22.746 0.000 22.746 -3.248 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (in/ft) T -Mobile USA -WA Base Elev : 0.000 (ft) Top Dia : 13.00 (in) 7/ Copyrrghr Semaan =ngrneenng Solutions, Inc 6/212003 11:23:44 AN Page: 12 Load Case: ice Gust Response Factor : 1.69 Dead Load Factor: 1.00 Wind Load Factor : 1.00 80 mph - With Ice - Ice Thickness = 0.5 in 19 Iterations Effective Wind Speed : 69.28 (mph) Calculated Stresses Seg Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) 0.00 0.514 1.048 0.000 0.000 0.000 45.788 46.338 52.0 5.00 0.514 1.091 0.000 0.000 0.000 44.633 45.186 52.0 10.00 0.514 1.137 0.000 0.000 0.000 43.048 43.607 52.0 15.00 0.516 1.189 0.000 0.000 0.000 40.911 41.478 52.0 20.00 0.519 1.246 0.000 D.000 0.000 38.059 38.638 52.0 25.00 0.524 1.311 0.000 0.000 0.000 34.274 34.872 52.0 30.00 0.532 1.382 0.000 0.000 0.000 29.259 29.887 52.0 35.00 0.525 1.390 0.000 0.000 0.000 22.603 23.252 52.0 37.66 0.532 1.434 0.000 0.000 0.000 18.518 19.211 52.0 39.00 0.399 1.021 0.000 0.000 0.000 16.221 16.713 52.0 40.00 0.398 1.032 0.000 0.000 0.000 15.075 15.576 52.0 40.33 0.514 1.344 0.000 0.000 0.000 18.434 19.090 52.0 44.50 0.406 1.189 0.000 0.000 0.000 11.177 11.765 52.0 45.00 0.407 1.196 0.000 0.000 0.000 10.370 10.974 52.0 49.00 0.217 0.551 0.000 0.000 0.000 2.895 3.255 52.0 50.00 0.216 0.555 0.000 0.000 0.000 2.000 2.416 52.0 52.00 0.009 0.010 0.000 0.000 0.000 0.038 0.050 52.0 54.00 0.000 0.010 0.000 0.000 0.000 0.000 0.017 52.0 Stress Ratio 0.892 0.869 0.839 0.798 0.743 0.671 0.575 0.447 0.370 0.322 0.300 0.367 0.226 0.211 0.063 0.046 0.001 0.000 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (in/ft) T-Mobiie USA -WA Base Elev : 0.000 (ft) Top Dia : 13.00 (in) Copvnght Samoan Engineenng Solutions, Inc Y 6/2/2003 11:23:44 AM Page: 13 7/ X Load Case: Twist/Sway 50 mph - No Ice 19 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Effective Wind Speed : 50.00 (mph) Shaft Forces Seg Top Elev (ft) Description Wind Wind qz qzGh C Tributary Aa CfAa Force X Force Z Weight Kz (psf) (psf) (mph -ft) Cf (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 6.400 10.81 103.13 0.650 0.00 0.000 0.000 0.00 0.00 0.0 5.00 1.00 6.400 10.81 98.45 0.650 5.00 10.079 6.551 70.86 0.00 323.2 10.00 1.00 6.400 10.81 93.77 0.650 5.00 9.611 6.247 67.57 0.00 308.0 15.00 1.00 6.400 10.81 89.09 0.650 5.00 9.143 5.943 64.28 0.00 292.9 20.00 1.00 6.400 10.81 84.41 0.650 5.00 8.675 5.639 60.99 0.00 277.7 25.00 1.00 6.400 10.81 79.74 0.650 5.00 8.207 5.335 57.70 0.00 262.5 30.00 1.00 6.400 10.81 75.06 0.650 5.00 7.740 5.031 54.41 0.00 247.4 35.00 Appertunance(s) 1.01 6.509 10.99 70.97 0.650 5.00 7.272 4.727 51.99 0.00 232.2 37.66 Bot - Section 2 1.03 6.646 11.23 69.18 0.650 2.66 3.682 2.394 26.88 0.00 117.5 39.00 Appertunance(s) 1.04 6.713 11.34 68.25 0.650 1.34 1.840 1.196 13.57 0.00 101.6 40.00 1.05 6.762 11.42 67.53 0.650 1.00 1.355 0.881 10.06 0.00 74.7 40.33 Top - Section 1 1.05 6.777 11.45 67.29 0.650 0.33 0.443 0.288 3.30 0.00 24.4 44.50 Appertunance(s) 1.08 6.971 11.78 65.81 0.650 4.17 5.422 3.524 41.51 0.00 130.2 45.00 1.09 6.993 11.81 65.42 0.650 0.50 0.628 0.408 4.83 0.00 15.1 49.00 Appertunance(s) 1.12 7.165 12.10 62.26 0.650 4.00 4.857 3.157 38.23 0.00 116.5 50.00 1.12 7.207 12.17 61.45 0.650 1.00 1.168 0.759 9.24 0.00 28.0 52.00 Appertunance(s) 1.13 7.288 12.31 59.80 0.650 2.00 2.279 1.481 18.24 0.00 54.6 54.00 1.15 7.367 12.45 58.11 0.650 2.00 2.204 1.433 17.84 0.00 52.8 Totals: 54.00 611.51 0.00 2,659.3 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (in/ft) T -Mobile USA -WA Base Elev : 0.000 (ft) Top Dia : 13.00 (in) Capynght Semeen Engineenng Solutions, Inc Y 612/2003 11:23:44 M Page: 14 Load Case: TwislSway 50 mph - No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Effective Wind Speed : 50.00 (mph) 19 Iterations Discrete Appurtenance Forces Elev (ft) Description Total Horiz Vert Wind Wind Mom Mom Mom qz qzGh t;aAa CaAa Ecc Ecc X Angle Force X Force Z X Y Z Weight Qty (psf) (psf) (sf) Factor (ft) (ft) (deg) (lb) (Ib) (Ib -ft) (lb -ft) (Ib -ft) (Ib) 35.00 Std. MW Dish w/o Rad, 1 6.509 10.99 20.910 1.000 0.000 0.0 0.0 230.00 0.00 0.00 0.00 0.00 188.0 39.00 Pine Tree Branches 1 6.713 11.34 90.000 1.000 0.000 0.0 0.0 1021.03 0.00 0.00 0.00 0.00 1500.0 44.50 RV65-12-XXDAL4 6 6.971 11.78 4.662 0.667 0.000 0.0 0.0 55.16 0.00 0.00 0.00 0.00 50.4 44.50 DB874H83E-SX 3 6.971 11.78 11.206 0.667 0.000 0.0 0.0 132.01 0.00 0.00 0.00 0.00 42.0 44.50 T-Arrns 3 6.971 11.78 16.388 0.667 0.000 0.0 0.0 193.06 0.00 0.00 0.00 0.00 726.0 49.00 Pine Tree Branches 1 7.165 12.10 90,000 1.000 0.000 0.0 0.0 1089.84 0.00 0.00 0.00 0.00 1500.0 52.00 RR65-19-00DP 12 7.288 12.31 48.024 0.667 0.000 0.0 0.0 591.49 0.00 0.00 0.00 0.00 276.0 52.00 Airtech LNA 12 7.285 12.31 8.280 1.000 0.000 0.0 0.0 101.98 0.00 0.00 0.00 0.00 158.4 52.00 T -Arms 3 7.288 12.31 16.388 0.667 0.000 0.0 0.0 201.84 0.00 0.00 0.00 0.00 726.0 3,616.41 0.00 5,166.6 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (in/ft) T -Mobile USA -WA Base Bev : 0.000 (ft) Top Dia : 13.00 (in) Copyrrgh; Semaaa Engineering Solutions, Inc Y A X 6/2/2003 11:23:44 A14 Page: 15 Load Case: TwistlSway 50 mph - No ice Gust Response Factor : 1.69 Effective Wind Speed : 50.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 19 Iterations Applied Forces Summary Seg X z Lateral Axial Lateral Moment Torsion Moment Elev Coord Coord FX (-) FY (-) FZ MX MY MZ (ft) (ft) (ft) (Ib) (Ib) (Ib) (lb -ft) (lb -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 70.86 323.17 0.00 0.00 0.00 0.00 10.00 0.00 0.00 67.57 308.02 0.00 0.00 0.00 0.00 15.00 0.00 0.00 64.28 292.86 0.00 0.00 0.00 0.00 20.00 0.00 0.00 60.99 277.70 0.00 0.00 0.00 0.00 25.00 0.00 0.00 57.70 262.55 0.00 0.00 0.00 0.00 30.00 0.00 0.00 54.41 247.39 0.00 0.00 0.00 0.00 35.00 0.00 0.00 281.99 420.23 0.00 0.00 0.00 0.00 37.66 0.00 0.00 26.88 117.51 0.00 0.00 0.00 0.00 39.00 0.00 0.00 1,034.60 1,601.57 0.00 0.00 0.00 0.00 40.00 0.00 0.00 10.06 74.74 0.00 0.00 0.00 0.00 40.33 0.00 0.00 3.30 24.42 0.00 0.00 0.00 0.00 44.50 0.00 0.00 421.75 948.56 0.00 0.00 0.00 0.00 45.00 0.00 0.00 4.83 15.08 0.00 0.00 0.00 0.00 49.00 0.00 0.00 1,128.07 1,616.51 0.00 0.00 0.00 0.00 50.00 0.00 0.00 9.24 27.99 0.00 0.00 0.00 0.00 52.00 0.00 0.00 913.57 1,215.02 0.00 0.00 0.00 0.00 54.00 0.00 0.00 17.84 52.80 0.00 0.00 0.00 0.00 Totals: 4,227.92 7,826.12 0.00 0.00 0.00 0.00 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (in/tt) T -Mobile USA -WA Base Elev : 0.000 (ft) Top Dia : 13.00 (in) Copyright Samson Engrnesnng Solutions, Inc 6/2/2003 11:23:44 Ali Page: 16 Load Case: TwistlSway 50 mph - No Ice Gust Response Factor : 1.69 Effective Wind Speed : 50.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 / 19 Iterations Calculated Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX (-) FY (-) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft -kips) (ft -kips) (fi-kips) (in) (in) (in) (deg) 0.00 4.240 7.820 0.000 0.000 0.000 184.906 0.000 0.000 0.000 0.000 5.00 4.190 7.484 0.000 0.000 0.000 163.709 -0.091 0.000 0.091 -0.168 10.00 4.143 7.164 0.000 0.000 0.000 142.757 -0.359 0.000 0.359 -0.338 15.00 4.097 6.860 0.000 0.000 0.000 122.044 -0.806 0.000 0.806 -0.509 20.00 4.052 6.571 0.000 0.000 0.000 101.561 -1.430 0.000 1.430 -0.677 25.00 4.008 6.298 0.000 0.000 0.000 81.302 -2.228 0.000 2.228 -0.839 30.00 3.964 6.042 0.000 0.000 0.000 61.263 -3.190 0.000 3.190 -0.989 35.00 3.684 5.621 0.000 0.000 0.000 41.442 -4.299 0.000 4.299 -1.119 37.66 3.659 5.502 0.000 0.000 0.000 31.632 -4.942 0.000 4.942 -1.179 39.00 2.592 3.921 0.000 0.000 0.000 26.741 -5.276 0.000 5.276 -1.206 40.00 2.581 3.846 0.000 0.000 0.000 24.149 -5.530 0.000 5.530 -1.224 40.33 2.580 3.820 0.000 0.000 0.000 23.297 -5.615 0.000 5.615 -1.230 44.50 2.139 2.880 0.000 0.000 0.000 12.539 -6.718 0.000 6.718 -1.288 45.00 2.135 2.864 0.000 0.000 0.000 11.469 -6.853 0.000 6.853 -1.295 49.00 0.970 1.274 0.000 0.000 0.000 2.930 -7.955 0.000 7.955 -1.328 50.00 0.961 1.246 0.000 0.000 0.000 1.959 -8.234 0.000 8.234 -1.331 52.00 0.019 0.052 0.000 0.000 0.000 0.038 -8.793 0.000 8.793 -1.334 54.00 0.018 0.000 0.000 0.000 0.000 0.000 -9.351 0.000 9.351 -1.334 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (in/ft) T -Mobile USA -WA Base Elegy : 0.000 (ft) Top Dia : 13.00 (in) Copyright Semean Engineenng Solutions, Inc 6/212003 11:23:45 ,4fk Page: 17 X Load Case: Twist/Sway 50 mph - No Ice Gust Response Factor : 1.69 Effective Wind Speed : 50.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 19 Iterations Calculated Stresses Seg .. • . • Allowable Bev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Stress Ratio 0.00 0.402 0.440 0.000 0.000 0.000 18.912 19.330 52.0 0.372 5.00 0.403 0.455 0.000 0.000 0.000 18.400 18.820 52.0 0.362 10.00 0.406 0.473 0.000 0.000 0.000 17.714 18.139 52.0 0.349 15.00 0.409 0.492 0.000 0.000 0.000 16.806 17.236 52.0 0.332 20.00 0.414 0.514 0.000 0.000 0.000 15.609 16.048 52.0 0.309 25.00 0.420 0.539 0.000 0.000 0.000 14.035 14.486 52.0 0.279 30.00 0.429 0.567 0.000 0.000 0.000 11.965 12.433 52.0 0.239 35.00 0.426 0.562 0.000 0.000 0.000 9.231 9.706 52.0 0.187 37.66 0.432 0.579 0.000 0.000 0.000 7.585 8.080 52.0 0.155 39.00 0.314 0.418 0.000 0.000 0.000 6.661 7.013 52.0 0.135 40.00 0.312 0.423 0.000 0.000 0.000 6.192 6.546 52.0 0.126 40.33 0.404 0.550 0.000 0.000 0.000 7.573 8.034 52.0 0.155 44.50 0.324 0.485 0.000 0.000 0.000 4.606 5.001 52.0 0.096 45.00 0.324 0.487 0.000 0.000 0.000 4.277 4.679 52.0 0.090 49.00 0.154 0.236 0.000 0.000 0.000 1.239 1.451 52.0 0.028 50.00 0.153 0.237 0.000 0.000 0.000 0.856 1.089 52.0 0.021 52.00 0.007 0.005 0.000 0.000 0.000 0.018 0.026 52.0 0.000 54.00 0.000 0.005 0.000 0.000 0.000 0.000 0.008 52.0 0.000 Pole : DN02085F Location: Roto Rooter, Verizon Height : 54.00 (ft) Shape : 18 Sides Base Dia : 24.75 (in) Taper : 0.224540 (in/ft) T -Mobile USA -WA Base Elev : 0.000 (ft) Top Dia : 13.00 (in) CopyrrgN Semaan Enpmeenny Solutions, Inc Y 6/2/2003 11:23:45 AN Page: 18 Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 80 mph - No Ice 19 Iterations Effective Wind Speed : 80.00 (mph) Analysis Summary Reactions Max Stresses Shear Shear Axial Moment Moment Moment Combined Allowable FX FZ FY MX MY MZ Stress Stress Bev Stress Load Case (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ksi) (ksi) (ft) Ratio No Ice 10.853 0.000 7.784 0.000 0.000 473.079 48.826 52.0 0.000 0.939 Ice 10.113 0.000 9.996 0.000 0.000 447.675 46.338 52.0 0.000 0.892 Twist/Sway 4.240 0.000 7.820 0.000 0.000 184.906 19.330 52.0 0.000 0.372 � WILLLAM B. EDDY Date: $/ Io4 To: Randy Hanson Mountain Wireless Construction, Inc. 948 Salida Way Aurora, CO 80011 RE: 0-S.2 -I c.sa_a.yL, c. Project No. 9 f9 This is to certify that our office inspected the following (As indicated below) for referenced project: Generator Foundation Equipment Trailer Foundation Tower Foundation Structural Steel Building Foundation A inspection. William B. Eddy, P.E. were M accordance with approved plans at the time of our William B. Eddy Colorado P.E. No. 20486 tis.:t •• • - _ 2048. • 17592 E. Eldorado Circle Aurora, CO 80013 (303) 693-4833 No. Job Address 0301- Owner Contractor ( wM ietbacks: + Front Rear jr; • uA Assessor's Parcel No ,395— o (V-60 -!op Date C/ V/a t{ G PERMIT CARA c,--,si/Gof dress /??�SE 38 S0 . Address Phone #5-°5--0`7E- 65.57 Phone #Q'%-�!'S-SS/� Soils Test Footing Foundation Grout Underground Plumbing Rough Plumbing Framing Insulation Roofing Drywall Gas Piping RH LH INSPECTIONS NOTES Zoning Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) 3- 2-5---"` vfrL" FinalllL'4'h-ecklist Completed? Certificate Occupancy # Date Septic System # Date Final Other (continue on back) • INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued .(. I.Loned Area Permit No AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building InspecIpr and IMMEDIATELY BECOME N 'L ANIS V ID. Use ���tN5 Addresi Legal Description Owner VC, ICeSM'reiiM Setbacks !rout Side Side Rear This Card Must Be Posted So It is Plainly Visible Frown The Street Until Final Inspection. INSPECTION RECORD Footing Foundation Underground Plumbing Insulation Rough Plumbing Drywall Chimney & Vent Electric Final (by State Inspector) S --25-N 'V Gas Piping Final %2`-ZJ —p Electric Rough (By State Inspector) Septic Final Framing (To include Roo[ in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 3845003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD oat Byre WitA0440.- IF LACED OUTSIDE - CO WITH CLEAR PLASTIC