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Home My WebLink About17306 Smokey Point Dr_BLD5147_2025 BLACK MOUNTAIN CONSULTING LLC 22566 SW Washington St., Ste. 206 Sherwood, OR 97140 503.625.2517 www.blkmountain.com January 5, 2023 Black Mountain Project No. 220032-GEO Smartlink LLC 621 SW Alder Street, Suite 660 Portland, Oregon 97205 Attn: Ms. Sharon Gretch Subject: Geotechnical Engineering Evaluation SN2975 Smokey Point North 17306 Smokey Point Drive Arlington, Snohomish County, Washington 98223 Black Mountain Consulting LLC (Black Mountain) is pleased to submit this report describing our recent geotechnical engineering evaluation for the SN2975 Smokey Point North tower site. The purpose of our work was to interpret general surface and subsurface site conditions in order to provide recommendations for design and construction. Our scope of services was authorized by Smartlink on behalf of AT&T Mobility (AT&T) and consisted of a surface reconnaissance, subsurface exploration, geotechnical analyses, and report preparation. We prepared this report in accordance with generally accepted geotechnical engineering practices at the time we prepared it, for the exclusive use of Smartlink, AT&T and their agents, for specific application to this project. Use or reliance upon this report by a third party is at their own risk. Black Mountain does not make any representation or warranty, express or implied, to such other parties as to the accuracy or completeness of this report or the suitability of its use by such other parties for any purpose whatever, known or unknown, to Black Mountain. BLACK MOUNTAIN CONSULTING LLC We appreciate the opportunity to be of service to you. If you have any questions, or if we can be of further assistance to you, please contact us at (503) 625.2517. Respectfully Submitted, Black Mountain Consulting LLC Robert Nystrom, L.G. Staff Geologist EXPIRES 10-02-23 Jeanne M. Niemer; PE Principal Engineer Attachment A Figures Figure 1 - Site Location Map Figure 2 - Site & Exploration Plan Attachment B Subsurface Exploration Log 2 | Page Black Mountain Consulting LLC | Project 220032-GEO | January 5, 2023 BLACK MOUNTAIN CONSULTING LLC Smartlink Geotechnical Engineering Evaluation SN2975 Smokey Point North Arlington, Washington 220032-GEO January 2023 3 | Page Black Mountain Consulting LLC | Project 220032-GEO | January 5, 2023 BLACK MOUNTAIN CONSULTING LLC PROJECT DESCRIPTION The property is located at 17306 Smokey Point Drive, in Arlington, Snohomish County, Washington, as shown on the attached Site Location Map, Figure 1. The proposed project will consist of constructing a new 139- foot-tall telecommunications tower and installing ground equipment within a new fenced compound. SITE CONDITIONS Surface Conditions The site is approximately level and is located in an asphalt-paved parking area in the southern portion of the property. There was no standing water present in the lease area at the time of our exploration. Subsurface Conditions We explored the subsurface conditions at the project site on January 3, 2023. We drilled one boring, using hollow stem drilling methods, to approximately 36.5 feet below ground surface (bgs) near the proposed tower location, as shown on the attached Site & Exploration Plan, Figure 2. We performed Standard Penetration Tests (ASTM D 1586) at regular five-foot intervals. We logged and classified the subsurface materials in general accordance with the Manual Visual Classification Method (ASTM D 2488). In boring B-1 we encountered loose fine sand that graded to medium dense below 5 feet. We encountered medium dense fine sand to the extent of our exploration at about 37 feet bgs. We encountered groundwater at approximately 7 feet bgs at the time of our exploration. Groundwater levels may fluctuate in response to changing precipitation patterns, off-site construction activities, and changes in site utilization. CONCLUSIONS Based on the results of our exploration and analysis, the tower can be supported on a drilled pier that derives support from the medium dense sand. The equipment shelter can be constructed on the upper sand that has been recompacted to a medium dense or better state. Based on our analysis of subsurface exploration logs and a review of published geologic maps, we interpret the on-site soil conditions to correspond to Site Soil Class D, as defined by Table 1613.5.2 of the 2018 International Building Code. Based on the consistency of the site soils below the groundwater, we conclude that the potential for liquefaction settlement during a design level earthquake is negligible. Our specific recommendations are presented in the following sections. 4 | Page Black Mountain Consulting LLC | Project 220032-GEO | January 5, 2023 BLACK MOUNTAIN CONSULTING LLC GEOTECHNICAL DESIGN RECOMMENDATIONS Seismic Design Parameters Our recommended seismic design parameters are summarized in the table below. Seismic Design Parameters Short Period 1 Second Mapped Spectral Acceleration Values SS=1.19 S1=0.36 Site Soil Class D Seismic Design Category D Design Spectral Response Acceleration Parameters SDS=0.93 SD1=0.53 Drilled Pier Design Recommendations Axial Capacity â€“ Skin Friction: For frictional resistance along the shaft of the drilled piers, acting both downward and in uplift, we recommend using the ultimate skin friction values listed below. We recommend that frictional resistance be neglected in the uppermost 2 feet below the ground surface. The ultimate skin friction values presented do not include a safety factor, in accordance with the provisions of the current EIA/TIA 222 code. Ultimate Skin Friction Depth (feet) Skin Friction (psf) 0-5 0 5-7.5 500 7.5-37 700 Axial Capacity â€“ End Bearing: We recommend that the drilled pier be located a minimum depth of 20 feet bgs in the medium dense sand. For vertical compressive soil bearing capacity, we recommend using the unit end bearing capacities presented below, where B is the diameter of the pier in feet and D is the depth into the bearing layer in feet, in accordance with the current EIA/TIA 222 code. This ultimate end bearing capacity does not include a safety factor. Ultimate End Bearing Capacity Depth (feet) Bearing Capacity (tsf) Limiting Point Resistance (tsf) 20-37 12 D/B 20 Notes: D = the embedment depth (in feet) into the bearing layer. B = pier diameter (feet). Drilled Pier Lateral Capacity Passive Earth Pressure Method: The passive earth pressure method is a simplified approach that is generally used to estimate an allowable lateral load capacity based on soil wedge failure theory. Although the lateral deflection associated with the soil wedge failure may be estimated, design lateral deflections using the passive earth pressure method should be considered approximate, due to the simplified nature of the method. A lateral deflection on the order of one-half inch would be required to mobilize the passive pressure presented below. Our recommended passive earth pressures for the soil layers encountered at this site are 5 | Page Black Mountain Consulting LLC | Project 220032-GEO | January 5, 2023 BLACK MOUNTAIN CONSULTING LLC presented in the table below and do not include a safety factor. They may be assumed to act over an area measuring two pier diameters wide by eight pier diameters deep. Ultimate Lateral Passive Earth Pressures Depth (feet) Passive Pressure (pcf) 0-5 0 5-7.5 400 7.5-37 600 For analyzing deflection, shear, bending moment, and soil response with respect to depth, in nonlinear soils under lateral loading using the computer program LPile, we recommend using the parameters shown below. L-Pile Input Parameters Effective Unit Strain Undrained Friction Depth Soil Type Weight e50 Shear Strength Angle (ft) (pcf) (psf) (deg) Sand 5-7.5 100 - - 30 Sand 7.5-37 58.6 - - 34 Drilled Pier Construction Considerations: We encountered static groundwater at about 7 feet bgs at the time of our exploration; therefore, it may be necessary to pump accumulated groundwater prior to pier concrete placement. Alternatively, the use of bentonite slurry could be utilized to stabilize the drilled pier excavation. The drilling contractor should be prepared to clean out the bottom of the pier excavation if loose soil is observed or suspected, with or without the presence of slurry or groundwater. As a minimum, we recommend that the drilling contractor have a cleanout bucket on site to remove loose soils and/or mud from the bottom of the pier. If groundwater is present and abundant within the pier hole, we recommend that the foundation concrete be tremied from the bottom of the hole to displace the water and minimize the risk of contaminating the concrete mix. We recommend that concrete be placed by tremie methods if more than 3 inches of water has accumulated in the excavation. Spread Footings Lightly loaded structures such as the equipment shelter can be supported on spread footings. Continuous- wall and isolated-spread footings should be at least 18 and 24 inches wide, respectively. For frost protection, the footings should be located at least 24 inches below the lowest adjacent grades or deeper if required by local building code. Footings should bear directly on a minimum thickness of two feet the native sand, placed and compacted to a medium dense or better state, in accordance with our recommendations that follow. Footings should be sized for an allowable bearing capacity of 2,000 psf. We estimate post construction settlements will be less than one inch for the above recommended bearing capacity. We estimate that the differential settlement will be approximately half of the total settlement. Our recommended bearing capacity is based on limiting settlements and includes a factor of safety of 3 against bearing capacity failure. 6 | Page Black Mountain Consulting LLC | Project 220032-GEO | January 5, 2023 BLACK MOUNTAIN CONSULTING LLC Lateral loads acting on the foundations can be resisted by passive earth pressures on the sides of the foundation and by friction along the soil-concrete interface at the base of the foundation. We recommend using an allowable passive earth pressure of 300 pounds per cubic foot (pcf) for foundations confined by sand or structural fill placed in accordance with our recommendations. The passive pressure within the upper two feet of embedment should be neglected. We recommend an allowable coefficient of friction of 0.34. In order to develop these capacities, concrete must be poured neat in excavations, the adjacent grade must be level, and the static ground water level must remain below the base of the footing throughout the year. These allowable lateral resistance values include a minimal factor of safety of 1.5. Floor Slabs We recommend a 6-inch-thick layer of imported granular structural fill be placed and compacted over the prepared subgrade. The granular fill should be placed in 6-inch-thick lifts and compacted to at least 95 percent of the maximum dry density, as determined by the American Society for Testing and Materials (ASTM) D 1557. A modulus of subgrade reaction value of 75 pounds per cubic inch (pci) may be used to design the floor slab. Foundation Construction Considerations A geotechnical engineer from Black Mountain (or their representative) should confirm suitable bearing conditions and evaluate the foundation subgrades. Observations should also confirm that loose or soft material, organics, unsuitable fill, or old topsoil zones were removed. Localized deepening of footing excavations may be required to penetrate any deleterious materials. Because foundation stresses are transferred outward as well as downward into the bearing soils, all footing over-excavations should extend horizontally outward from the footing edge a distance equal to one half the over-excavation depth for the structural backfill. CONSTRUCTION RECOMMENDATIONS Site Preparation Clearing and Stripping: After surface and near-surface water sources have been controlled, the construction areas should be cleared and stripped of organic matter and other deleterious materials. Silt fences, hay bales, buffer zones of natural growth, sedimentation ponds, and granular haul roads should be used as required to reduce sediment transport during construction to acceptable levels. Where present, fill and existing topsoil should be stripped and removed from proposed development locations and for a five-foot-margin around such areas. Based on our explorations, we anticipate the depth of stripping will be on the order of one foot or less, although greater stripping depths may be required if deleterious materials are encountered. Deleterious materials encountered during site preparation should be removed from the subgrade soils and hauled off site for disposal. Stripped material should be transported off site for disposal or stockpiled for use in landscaped areas. If stripping operations occur during wet weather, a generally greater stripping depth might be required in order to remove disturbed moisture- sensitive soils; therefore, stripping is best performed during a period of dry weather. Excavations: We anticipate that site grading will be minimal. Where required, temporary soil cuts associated with site excavations or regrading activities should be adequately sloped back to prevent sloughing and collapse, unless a shoring box or other suitable excavation side wall bracing is provided. It is the responsibility of the contractor to ensure that excavations are properly sloped or braced for worker safety protection, in accordance with OSHA safety guidelines. 7 | Page Black Mountain Consulting LLC | Project 220032-GEO | January 5, 2023 BLACK MOUNTAIN CONSULTING LLC Final Grades: Final site grades should slope downward away from the structure at a minimum of two percent and runoff should be conveyed to a suitable drainage outlet. Additionally, the area surrounding the structure could be capped with concrete, asphalt or compacted, low-permeability soils to reduce surface water infiltration into the subsurface soils near the foundation. Structural Fill The following recommendations for structural fill are provided for design and construction purposes, if required. Materials: Structural fill includes any fill materials placed under footings, pavements, or driveways and backfill over the embedded mat foundation. Typical materials used for structural fill include: clean, well- graded sand and gravel; clean sand; crushed rock; controlled-density fill (CDF); lean-mix concrete; and various soil mixtures of silt, sand, and gravel. Recycled concrete, asphalt, and glass derived from pulverized parent materials may also be used as structural fill when mixed at a ratio of 1:1 with clean gravel. Use of the on-site soils as structural fill is also feasible. Placement and Compaction: When used as structural fill, the on-site soils should be placed in lifts with a maximum thickness of 8 inches and compacted to not less than 92 percent of the materialâ€™s maximum dry density, as determined by ASTM D-1557. The on-site soils should be moisture-conditioned to within 3 percent of the optimum moisture content (ASTM D-1557). If the on-site soils cannot be properly moisture- conditioned, we recommend using imported granular material for structural fill. Imported granular structural fill should consist of angular pit or quarry run rock, crushed rock, or crushed gravel and sand that is fairly well graded between coarse and fine particle sizes. The fill should contain no organic matter or other deleterious materials, have a maximum particle size of one inch, and have less than 5 percent passing the U.S. No. 200 Sieve. In deep excavations, or where subgrade soils require stabilization, the particle size may be increased to four inches. The percentage of fines can be increased to 12 percent of the material passing the U.S. No. 200 Sieve if placed during dry weather and provided the fill material is moisture-conditioned, as necessary, for proper compaction. The material should be placed in lifts with a maximum uncompacted thickness of 12 inches and be compacted to not less than 95 percent of the maximum dry density, as determined by ASTM D-1557. During the wet season or when wet subgrade conditions exist, the initial lift thickness should be increased to 24 inches and should be compacted by rolling with a smooth-drum, nonvibratory roller. CDF and lean-mix concrete do not require special placement or compaction procedures. Regardless of location or material, all structural fill should be placed over firm, unyielding subgrade soils. If earthwork takes place during freezing conditions, we recommend that all exposed subgrades be allowed to thaw and be recompacted prior to placing subsequent lifts of structural fill. CONSTRUCTION OBSERVATIONS Satisfactory earthwork performance depends on the quality of construction. Sufficient monitoring of the contractorâ€™s activities is a key part of ensuring that work is completed in accordance with the construction drawings and specifications. We recommend that a representative from Black Mountain confirm that the subsurface conditions observed during our site investigation are consistent with those encountered during construction, and that foundation subgrades are suitable for placement of structural fill, rebar, or concrete for the new structures. 8 | Page Black Mountain Consulting LLC | Project 220032-GEO | January 5, 2023 BLACK MOUNTAIN CONSULTING LLC Some jurisdictions require a final letter of geotechnical compliance before they will issue a final permit. It is incumbent on the client to determine if a final letter of geotechnical compliance is required by the jurisdiction. If such a letter is required, a representative from Black Mountain MUST observe foundation subgrades PRIOR to concrete being poured for the foundation. If Black Mountain does not perform this observation, we cannot provide a final letter of geotechnical compliance, and a permit will not be eligible for final sign-off. It is the ownerâ€™s responsibility to ensure that Black Mountain is notified in a timely manner (i.e., at least 48 hours prior to the required site observation) of the need for our services on site during construction. CLOSURE We have prepared this report for use by the owner/developer and other members of the design and construction team for the proposed tower site. The opinions and recommendations contained within this report are not intended to be, nor should they be construed as a warranty of subsurface conditions, but are forwarded to assist in the planning and design process. We have made observations based on our explorations that indicate the soil conditions at only those specific locations and only to the depths penetrated. These observations do not necessarily reflect soil types, strata thickness, or water level variations that may exist in other locations. If subsurface conditions vary from those encountered in our site exploration, Black Mountain should be alerted to the change in conditions so that we may provide additional geotechnical recommendations, if necessary. The future performance and integrity of the improvements will depend largely on proper initial site preparation, drainage, and construction procedures. Observation by experienced geotechnical personnel should be considered an integral part of the construction process. The conclusions and recommendations contained in this report are based on our understanding of the currently proposed project, as derived from written and verbal information that the client supplied to us. When the design has been finalized, we recommend we review the design and specifications to see that our recommendations have been interpreted and implemented as intended. If design changes are made, we request that we be retained to review our conclusions and recommendations and to provide a written modification or verification. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractorâ€™s methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Within the limitations of scope, schedule, and budget, our services have been executed in accordance with the generally accepted practices in this area at the time this report was prepared. No warranty or other conditions, express or implied, should be understood. 9 | Page Black Mountain Consulting LLC | Project 220032-GEO | January 5, 2023 BLACK MOUNTAIN CONSULTING LLC ATTACHMENT A FIGURES SUBJECT SITE N BaseMapCourtesyofU.S.G.S.TopographicMapâ€œArlingtonWest,Wash.â€(1956,photorevised1981) NottoScale Location FIGURE 1 - LocationMap BlackMountainConsultingLLC SN2975 Smokey PointNorth 22566 SW Washington St., Ste. 206 17306Smokey Point Drive Sherwood, OR 97140 Project:220032 Arlington,Washington 98223 TEL. 503.625-2517 | www.blkmountain.com Client:Smartlink Date :January 2023 LEVEL BORING B-1 (APPROXIMATE) LEVEL N SiteDrawingprovidedbySmartlink,NottoScale FIGURE 2 - Site& Exploration Plan Location BlackMountainConsultingLLC SN2975 Smokey PointNorth 22566 SW Washington St., Ste. 206 17306Smokey Point Drive Sherwood, OR 97140 Project:220032 Arlington,Washington 98223 TEL. 503.625-2517 | www.blkmountain.com Client:Smartlink Date :January 2023 BLACK MOUNTAIN CONSULTING LLC ATTACHMENT B SUBSURFACE EXPLORATION LOG Black Mountain Consulting LLC BORING LOG 22566 SW Washington St., Suite 206 Sherwood, Oregon 97140 TEL:503.625.2517 PROJECT : SN2975 Smokey Point North Arlington, Washington 98223 Job Number: 220032-GEO Boring No.: B-1 Smartlink ElevationReference: WellCompleted: N.A. TESTING GroundSurfaceElevation: CasingElevation: N.A. OBSERVATIONS 0 Loose, brown-oxidized, moist, fineSAND (SM), fine roots 2 1 2 3 4 becomes mottled 2 3 3 becomes gray 5 Mediumdense, gray, moist, mediumsand(SP) below 5â€™ Slight increase in moisture 5 3 8 11 Groundwater approximately 7' becomes wet to saturatedbelow 7.5â€™ 1-3 Drilling mud added to boring 6 4 11 14 10 Mediumdense, gray, saturated, fine-medium-coarse 10 SAND (SW) below 10â€™, clean 5 20 10 15 7 becomes very dense 6 9 8 20 becomes finesand (SP), below 20â€™ 9 7 9 19 Stiff, light brown, moist, CLAY (CL) friablewith some non-friable lenses 25 6 8 4 21 becomes gray below 26â€™ With some fine sand becomes stiff, below 25â€™, oxidizedsilt intip LEGEND 2-inchO.D.Split-SpoonSample StaticWaterLevelatDrilling GrabSample DATE 1"Geoprobe StaticWaterLevel WTPH-DExt. TypeofAnalyticalTestingUsed DATE 8010 Page: SamplenotRecovered PerchedGroundwater NR NoRecovery 1 of 2 ATD AtTimeofDrilling DrillingStartDate: 1-3-23 DrillingCompletionDate: 1-3-23 LoggedBy:RN Black Mountain Consulting LLC BORING LOG 22566 SW Washington St., Suite 206 Sherwood, Oregon 97140 TEL:503.625.2517 PROJECT : SN2975 Smokey Point North Arlington, Washington 98223 Job Number: 220032-GEO Boring No.: B-1 Smartlink ElevationReference: WellCompleted: N.A. TESTING GroundSurfaceElevation: CasingElevation: N.A. OBSERVATIONS 30 Mediumdense, gray, saturated, fine SAND (SP) below 30â€™ 4 9 6 4" stratumof wet, SILT at about 31â€™ 11 35 6 10 11 13 Boring terminatedat approximately 36.5feet bgs. Groundwater encounteredat approximately 7 feet bgs at time of exploration. 40 45 50 55 LEGEND 2-inchO.D.Split-SpoonSample StaticWaterLevelatDrilling GrabSample DATE 1"Geoprobe StaticWaterLevel WTPH-DExt. TypeofAnalyticalTestingUsed DATE 8010 Page: SamplenotRecovered PerchedGroundwater NR NoRecovery 2 of 2 ATD AtTimeofDrilling DrillingStartDate: 1-3-23 DrillingCompletionDate: 1-3-23 LoggedBy:RN COMMERCIAL BUILDING PERMIT APPLICATION Community and Economic Development City of Arlington â€¢ 18204 59th Ave NE â€¢ Arlington, WA 98223 â€¢ Phone (360) 403-3551 The following information is required for Commercial, Multi-Family, and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents. See ASSISTANCE BULLETIN #30 for detailed design requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING; Incomplete applications will not be accepted. REQUIRED DOCUMENTS City of Arlington Commercial Tenant Improvement Permit Application Site Plan âœ” Architectural Plans âœ” Structural Plans âœ” Structural Calculations Mechanical System Modifications, (if applicable) Plumbing System Modifications, (if applicable) Project Specification Manuals, (if applicable) WSEC Compliance Forms, (if applicable) https://waenergycodes.com/ âœ” Special Inspection and Testing Agreement Deferred Submittal Request Airport Property Lease (if building is located within the Arlington Airport Property Boundary) 1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 2. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at lni.wa.gov or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following, a Deferred Submittal Request MUST be completed. Deferred submittals require separate applications, plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans (if not included in the plan set) 3. Fire Sprinkler 4. Fire Alarm 5. Signage B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. Reinforced Concrete Structural Steel and Welding Bolting in Concrete High-Strength Bolting Pre-stressed Concrete Spray-Applied Fireproofing Shotcrete Smoke-Control Systems Structural Masonry Other - Specify: ______________________________________ âœ” I acknowledge that all items designated as submittal requirements must accompany my Commercial Building Permit Application to be considered a complete submittal. COMMERCIAL BUILDING INSTALLATION, MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECK ALL THAT APPLY Automatic fire extinguishing systems Compressed gas systems Fire pumps Flammable and combustible liquids (tanks, piping etc.) Standpipe systems Hazardous materials Private fire hydrants Industrial ovens/furnace Fire alarm and detection systems Spraying or dipping operations High piled/rack storage Temporary membrane structure, tents (>200 sq. ft.) or canopies (>400 sq. ft.) Provide details on any of the above checked items: _________________________________________________________________________ ________________________________________________________________________________________ Type of Permit: âœ” Commercial Multi-Family Mixed-Use Property Address: 17306 Smokey Pooint Dr, Arlington, WA 98223 Project Valuation: $150,000 Lot #: Parcel ID No.: 00645300000700 Subdivision: Project Scope of Work: Installation of a 130' monopole camouflaged as a 140' fir tree with 9 antennas, 12 remote radio units, 2 surge suppressors and 8 cables attached, 2-bay walk-up cabinet on 4'x6' concrete pad, diesel generator on 4'x10' concrete pad, and utility H-frame on ground. All equipment within 20'x40' lease area surrounded by a 6' chain-link fence with interior metal screening. IBC Construction Type: II-B IBC Occupancy Type: U Building/Space Square Footage: 800 sf Number of Stories: N/A Square Footage Per Floor: 1st 2nd 3rd 4th 5th 6th Primary Contact: Owner Architect Engineer âœ” Contractor Owner Name: Ironmount, Inc c/o Ramaley Office No.: 360-629-9300 Email Address: Cell No.: Mailing Address: PO Box 837 City: Stanwood State: WA Zip: 98292 Architect Name: Infinigy Office No.: Email Address: pdanneberg@infinigy.com Cell No.: 206-375-3798 Mailing Address: 500 OFFICE CENTER DR STE 150 City: Fort Washington State: PA Zip: 19034-3214 Professional License Number: 40190 Expiration Date: Engineer Name: Ehresmann Engineering, Wells Holmes Office No.: 605-665-7532 Email Address: c.degen@ehresmannengineering.com Cell No.: Mailing Address: 4400 West 31st St City: Yankton State: SD Zip: 57078 Professional License Number: 51006 Expiration Date: 10/6/2024 Primary Contractor: TBD Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: REV03.2022 Page 2 of 6 COMMERCIAL BUILDING MECHANICAL SYSTEM INFORMATION Type of Permit: ï²âœ” New Installation Gas Piping Mechanical Contractor: TBD Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: â€¢ New gas piping requires a pressure test hooking to any appliance â€¢ Sediment traps (drips) are required on all gas lines â€¢ Gas lines are required to be supported/secured per IFGS, Section 415 â€¢ Proper Combustion air and venting required for all appliances â€¢ A shut-off valve is required within 6 feet of each appliance Gas Piping Specification and complete Schematic PAGE 4 ï²âœ” Not Applicable Proposed Piping Material: ï² CSST ï²Brass ï²Black Steel ï²Galvanized Steel ï²Other Proposed Piping Size: ï²Â½â€ ï² â…â€ ï² Â¾â€ ï² 1â€ ï² 1Â½â€ ï² 2â€ Inlet Pressure: Pressure Drop: Specific Gravity: MECHANICAL PERMIT FEES (per unit) Type of Fixture No. of Units Cost per Unit Subtotal Additional Plan Review fees x $ 75.00 = $ Air Cond. Unit â‰¤100Btu/h x $ 15.00 = $ Air Cond. Unit >100Btu/h x $ 25.00 = $ Air Cond. Unit >500Btu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler <100Btu/h >3hp x $ 15.00 = $ Boiler >1 million Btu/h<50hp x $ 25.00 = $ Boiler >1.5 million Btu/h<50hp x $ 50.00 = $ Boiler >100Btu/h 3-15hp x $ 15.00 = $ Boiler >500Btu/h 15-30hp x $ 25.00 = $ Commercial Hoods -Type I x $ 25.00 = $ Commercial Hoods -Type II x $ 50.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork (drawings required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust/Ventilation Fans x $ 15.00 = $ Fireplace/Insert/Stove x $ 15.00 = $ Forced Air Heat â‰¤100 Btu/h x $ 15.00 = $ Forced Air Heat >100 Btu/h x $ 25.00 = $ Gas Clothes Dryer x $ 15.00 = $ Gas Fired AC â‰¤100 Btu/h x $ 15.00 = $ Gas Fired AC >100 Btu/h x $ 25.00 = $ REV03.2022 Page 3 of 6 COMMERCIAL BUILDING MECHANICAL PERMIT FEES (per unit) Gas Fired AC > 500 Btu/h x $ 50.00 = $ Gas Piping â‰¤ 5 units x $ 15.00 = $ Gas Piping > 5 units (plus <5 units) x $ 2.00 = $ Heat Exchangers x $ 15.00 = $ Heat Pump-Condensing Unit x $ 25.00 = $ Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance - regulated by $ 15.00 $ x = mechanical code, not otherwise specified Pkg. Units â‰¤100btu x $ 25.00 = $ Pkg. Units >100btu x $ 50.00 = $ Range/Cook top-Gas Fired x $ 15.00 = $ Refrigeration Unit â‰¤100Btu/h x $ 15.00 = $ Refrigeration Unit >100Btu/h x $ 25.00 = $ Refrigeration Unit >500Btu/h x $ 50.00 = $ Re-inspection fee (all) x $ 75.00 = $ Unit Heaters â‰¤ 100 Btu/h x $ 15.00 = $ Unit Heaters >100 Btu/h x $ 25.00 = $ VAV Boxes (Variable Air Volume, part of air $ 10.00 $ x = conditioning system) Wall Heaters - Gas Fired x $ 25.00 = $ Water Heater - Gas Fired x $ 25.00 = $ Permit Fee $ Table 4-8; Plan Review Fee $ Processing/Technology Fee $25.00 Total $ PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY â€“ USE A SEPARATE SHEET, IF NECESSARY ï² SCHEMATIC IS TO SCALE ï² SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE: Any interior pressure regulators must be indicated REV03.2022 Page 4 of 6 COMMERCIAL BUILDING PLUMBING SYSTEM INFORMATION N/A Plumbing Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: The following items need to be specified on the plans: ï² Fixture specifications and equipment with locations. ï² Location and type of all backflow assemblies for each fixture. ï² Calculations for Grease Interceptor. ï² Pipe size and location of sanitary and potable water systems. ï² Riser diagram of waste, vent, and rain water systems, including sizes. ï² Medical gas piping riser diagram, type of gas, storage room and size of piping. PLUMBING PERMIT FEES (per fixture) Commercial plumbing permits are required to submit line drawings. A plan review fee of 65% per Table 4-6 for plumbing permits will be assessed at time of submittal. Includes two (2) inspections with permit. Type of Fixture No. of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $ 75.00 = Alteration/repair piping x $ 15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee $ 25.00 $25.00 Bath/Shower Combo x $ 15.00 = Building Main Waste x $ 25.00 = Clothes Washer x $ 15.00 = Dishwasher x $ 15.00 = Drinking Fountain x $ 15.00 = Floor Drains x $ 15.00 = Grease Interceptor x $ 75.00 = Grease Trap x $ 25.00 = Hose Bibb x $ 15.00 = Icemaker/Refrigerator x $ 15.00 = Irrigation â€“ per meter x $ 25.00 = Kitchen Sink & Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = Med Gas Piping â‰¤ 5 inlets/outlets x $ 60.00 = Med Gas Piping > 5 inlets/outlets (plus â‰¤ 5 x $ 5.00 = inlets/outlets) Miscellaneous â€“ regulated by plumbing x $ 15.00 = code, not otherwise specified Pretreatment Interceptor x $ 15.00 = REV03.2022 Page 5 of 6 COMMERCIAL BUILDING PLUMBING PERMIT FEES (per fixture) Re-inspection Fee (all) x $ 75.00 = Roof Drains x $ 15.00 = Shower (only) x $ 15.00 = Sink (bar, service, etc.) x $ 15.00 = Toilets x $ 15.00 = Urinal x $ 15.00 = Vacuum Breakers x $ 25.00 = Water Heater x $ 25.00 = Water Heater - Tankless x $ 25.00 = Permit Fee Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total PROPOSED BUILDING USE ï² New ï² Retail ï² Medical ï² Automotive Based ï² Industrial ï² Office ï² Restaurant ï² Machine Shop ï² Other: ____________________________________ CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. ï² Ice Machine ï² Dialysis Equip. ï² Air washers ï² Coffee Urn/Espresso ï² Hydrotherapy Equip. ï² Steam Generators ï² Carbonated Bev. ï² Dental Equip. ï² Dye Vats ï² Fume Hoods ï² Laboratory Equip. ï² Pressure Washers ï² Degreasers ï² Autoclave/Sterilizers ï² Cooling Towers ï² Hot Tub/Spa ï² Decorative Fountain ï² Fire Sprinkler ï² Aquarium ï² Swimming Pools ï² Sprinkler w/chemicals ï² Lawn Irrigation ï² Well on property ï² Other: ________________________ WASTEWATER DISCHARGE Does the plumbing system currently have a grease interceptor? ï² Yes ï² No ï² Donâ€™t Know Does the plumbing system currently have an oil/water ï² Yes ï² No ï² Donâ€™t Know separator? Is water used in the business process (washing, rinsing, ï² Yes ï² No ï² Donâ€™t Know cooling)? Does your business require a NPDES permit? ï² Yes ï² No ï² Donâ€™t Know I hereby certify that I am the Owner, Applicant, Contractor, and authorized to sign this application and that the above information is correct and construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington, and the City of Arlington. A final inspection and approval shall be obtained when complete. Nancy Sears Digitally signed by Nancy Sears Nancy Sears 1/30/2023 Date: 2023.01.31 08:38:49 -08'00' Signature Print Name Date SAVE PRINT REV03.2022 Page 6 of 6 at&t at&t 16221 NE 72ND WAY REDMOND, WA 98052 AT&T SITE NUMBER: SN2975 FA #: 12918864 USID: 319186 AT&T SITE NAME: SMOKEY POINT NORTH SITE ADDRESS: 17306 SMOKEY POINT DR ARLINGTON, WA 98223 PROJECT TYPE: NSB, LTE 1C-5C, 5G COUNTY: SNOHOMISH 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 SITE TYPE: MONOPINE JURISDICTION: CITY OF ARLINGTON TOWER HEIGHT: 139'-0" LAT: 48Â° 09' 10.60" N LONG: 122Â° 11' 13.60" W INFINIGY SITE INFORMATION SHEET INDEX VICINITY MAP LOCATION MAP SITE PHOTO BELLEVUE, WA 98004 PROPERTY INFORMATION: SHEET DESCRIPTION SITE ADDRESS: 17306 SMOKEY POINT DR AT&T SITE: ARLINGTON, WA 98223 T-1 TITLE SHEET COUNTY: SNOHOMISH T-2 SPECIFICATIONS & NOTES SN2975 LATITUDE (NAD83): 48Â° 09' 10.60" N (48.152944Â°) T-3 SPECIFICATIONS & NOTES SMOKEY POINT NORTH LONGITUDE (NAD83): 122Â° 11' 13.60" W (-122.187111Â°) SV-1 TOPOGRAPHIC & BOUNDARY SURVEY GROUND ELEVATION (NAVD88): Â±123.4 AMSL FA#: 12918864 JURISDICTION: CITY OF ARLINGTON SV-2 TOPOGRAPHIC & BOUNDARY SURVEY SITE SITE APN: 00645300000700 A-1 OVERALL SITE PLAN ZONING: HC - HIGHWAY COMMERCIAL A-1.1 ENLARGED SITE PLAN 17306 SMOKEY POINT DR OCCUPANCY CLASSIFICATION: U A-2 ENLARGED COMPOUND PLAN ARLINGTON, WA 98223 LEGAL DESCRIPTION: SEE SURVEY A-3 NORTHWEST ELEVATION PACE #: MRWOR057996, MRWOR057998, MRWOR034955, MRWOR041455, A-4 ANTENNA PLAN & RF SCHEDULE MRWOR041362, MRWOR041932, MRWOR041681, MRWOR041599 SNOHOMISH COUNTY CONSTRUCTION INFORMATION: A-4.1 RF PLUMBING DIAGRAM AREA OF CONSTRUCTION: Â±800 SQ. FT. A-5 EQUIPMENT DETAILS PLN #963 / ARLINGTON DIST. 3 TYPE OF CONSTRUCTION: II-B A-6 EQUIPMENT DETAILS AIRPORT PROTECTION PROPOSED USE: UNMANNED TELECOMMUNICATIONS A-7 EQUIPMENT DETAILS DISTRICT - SUBDISTRICT 3 FACILITY A-8 GENERATOR DETAILS HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR A-9 FENCE DETAILS HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. E-1 UTILITY ROUTING 139'-0" MONOPINE CUT AND FILL: NO CUT/FILL; LEVEL GRADING E-2 ONE-LINE & RISER DIAGRAMS PROPERTY OWNER: E-3 WIRING DIAGRAM N DRAWINGS ISSUED FOR: COMPANY: IRONMOUNT, INC C/O RAMALEY E-4 CONNECTION DIAGRAMS ADDRESS: PO BOX 837 G-1 SCHEMATIC GROUNDING PLANS & NOTES CITY, STATE, ZIP: STANWOOD, WA 98292 REV. DATE DRAWN DESCRIPTION QA/QC G-2 GROUNDING DETAILS CONTACT: MARK RAMALEY A 08/11/22 TJB PRELIMINARY REVIEW PD PHONE: (360) 629-9300 DRIVING DIRECTIONS FROM AT&T LOCAL OFFICE (16221 NE 72ND WAY, REDMOND, WA 98052): HEAD SOUTHEAST ON NE 72ND WAY TOWARD 164TH AVE NE; 0 09/08/22 JGB 100% CONSTRUCTION PD TURN RIGHT ONTO 164TH AVE NE; TURN RIGHT ONTO BEAR CREEK PKWY; TURN LEFT ONTO REDMOND WAY; CONTINUE ONTO NE 85TH ST; TURN RIGHT 1 09/13/22 JGB 100% CONSTRUCTION PD ONTO THE I-405 N RAMP; MERGE ONTO I-405 N; TAKE THE I-5 N EXIT TOWARD VANCOUVER BC; MERGE ONTO I-5 N; TAKE EXIT 206 TOWARD WA-531 E/172ND ST NE/EDGECOMB RD; TURN RIGHT ONTO WA-531 E/172ND ST NE/EDGECOMB RD; MAKE A U-TURN AT SMOKEY POINT BLVD; TURN RIGHT ONTO SMOKEY 2 09/21/22 JGB 100% CONSTRUCTION PD APPLICANT: POINT DR; SITE WILL BE ON THE LEFT: 17306 SMOKEY POINT DR, ARLINGTON, WA 98223 COMPANY: AT&T MOBILITY ADDRESS: 19801 SW 72ND AVE, SUITE 200 CITY, STATE, ZIP: TUALATIN, OR 97062 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS CONTACT: BRIAN GULLEN AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY PROJECT DESCRIPTION CODE COMPLIANCE PHONE: TBD THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE E-MAIL: bc385u@att.com PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. AT&T PROPOSES TO CONSTRUCT AN UNMANNED TELECOMMUNICATIONS ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN FACILITY IN A 20'-0"x40'-0" (800 SQ. FT.) LEASE AREA AS FOLLOWS: ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING TOWER SCOPE OF WORK: CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. Â· INSTALL A 139'-0" MONOPINE NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT PROJECT TEAM APPROVALS Â· INSTALL A MOUNT KIT CONFORMING TO THE LATEST EDITIONS OF THESE CODES. Â· INSTALL (6) CMA-UBTULBULBHH/6517/17/21/21 PANEL ANTENNAS ARCHITECTURAL & ENGINEERING: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE Â· INSTALL (3) AEQU & (3) AEQK PANEL ANTENNAS 1. 2018 INTERNATIONAL BUILDING CODE COMPANY: INFINIGY ENGINEERING, PLLC DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH Â· INSTALL (3) AHLBBA, (3) AHFIB, (3) AHCA, & (3) AHNA RRH'S 2. 2018 INTERNATIONAL MECHANICAL CODE CONTACT: PAUL DANNEBERG CONSTRUCTION AS DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS Â· INSTALL (2) DC9-48-60-24-8C-EV SURGE SUPPRESSION UNITS 3. 2018 INTERNATIONAL FIRE CODE PHONE: (206) 375-3798 ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & ANY Â· INSTALL (2) 24-PAIR FIBER CABLES & (6) DC CABLES 4. 2018 UNIFORM PLUMBING CODE E-MAIL: pdanneberg@infinigy.com CHANGES OR MODIFICATIONS THEY MAY IMPOSE. GROUND SCOPE OF WORK: 5. 2020 NATIONAL ELECTRICAL CODE Â· INSTALL A BLACK VINYL COATED CHAIN LINK FENCE (W/ INTERIOR 6. 2018 INTERNATIONAL FUEL GAS CODE APPROVAL: SIGNATURE: DATE: METAL SCREENING) AROUND A 20'-0"x40'-0" COMPOUND WITH A 12'-0" 7. 2018 INTERNATIONAL ENERGY CONSERVATION CODE SITE ACQUISITION: WIDE DOUBLE SWING ACCESS GATE 8. ANSI/TIA-222-H OR LATEST EDITION PROJECT MANAGER COMPANY: SMARTLINK, LLC Â· INSTALL A DELTA 2-BAY WUC ON A 4'-0"x6'-0" CONCRETE PAD 9. ASCE 7-16 ADDRESS: 11232 120TH AVE NE, SUITE 204 SITE ACQUISITION Â· INSTALL (1) 30kW DIESEL GENERATOR ON A 4'-0"x10'-0" CONCRETE PAD 10. NFPA 780 - LIGHTNING PROTECTION CODE CITY, STATE, ZIP: KIRKLAND, WA 98033 CONSTRUCTION MANAGER Â· INSTALL A UTILITY H-FRAME W/ A METER BANK & (1) TELCO CABINET 11. ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES, CONTACT: SAMANTHA DOWNS Â· INSTALL AN ICE BRIDGE & (1) GPS ANTENNA MOST RECENT EDITION SHEET TITLE: PHONE: (971) 338-3783 SITE OWNER 12. LOCAL AMENDMENTS TO THE ABOVE, WHERE E-MAIL: samantha.downs@smartlinkgroup.com RF ENGINEER DESIGN IS BASED ON: APPLICABLE TITLE ZONING: RFDS VERSION 1.00, DATED 04/29/2022 (NSD, LTE 1C-5C, 5G) 13. CITY/COUNTY ORDINANCES DEVELOPMENT MANAGER THESE PLANS HAVE BEEN DEVELOPED FOR THE CONSTRUCTION OF AN 14. LIFE SAFETY CODE NFPA-101 SHEET COMPANY: SMARTLINK, LLC ADDRESS: 11232 120TH AVE NE, SUITE 204 CONSTRUCTION MANAGER UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY AT&T R IN ACCORDANCE WITH THE PROVIDED SCOPE OF WORK, INCORPORATED CITY, STATE, ZIP: KIRKLAND, WA 98033 AT&TOPS MANAGER IN THE PLANS BY INFINIGY. THESE PLANS ARE NOT FOR CONSTRUCTION SHEET NUMBER: REVISION: CONTACT: NANCY SEARS UNLESS STAMPED & SIGNED, & ACCOMPANIED BY A PASSING Know what'sbelow. PHONE: (425) 444-1434 REGULATORY REVIEW E-MAIL: nancy.sears@smartlinkgroup.com STRUCTURAL STABILITY ANALYSIS FOR THE STRUCTURE AND MOUNT Callbefore you dig. T-1 2 PROJECT MANAGER PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. A. GENERAL C. COATING SYSTEM SPECIFICATIONS 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF 12. THE CONTRACTOR SHALL PROVIDE CONTINUOUS 23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED ARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS OF SUPERVISION AND DIRECT ALL WORK WHILE ANY PLANS PERTAINING TO THIS PROJECT SHALL BE KEPT IN 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS 1. DTM ACRYLIC COATING (SERIES B66) BY SHERWIN THE CONTRACT FOR CONSTRUCTION" ARE INCLUDED IN SUBCONTRACTORS OR WORKERS ARE ONSITE, USING A PLAN BOX AND SHALL NOT BE USED BY WORKERS. ALL UNLESS SPECIFICALLY NOTED OTHERWISE BY AT&T. WILLIAMS CO. 1MIL DFT PER COAT APPLIED IN TWO THESE SPECIFICATIONS AS IF COMPLETELY HIS OR HER BEST SKILL AND ATTENTION. THE CONSTRUCTION SETS SHALL REFLECT THE SAME at&t COATS OVER DTM BONDING PRIMER (B66A50). REPRODUCED HEREIN. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND CONSTRUCTION MEANS, METHODS, TECHNIQUES, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS APPLY ALL FINISHES PER LATEST EDITION OF 2. 100% ACRYLIC, LATEX COATING EQUIVALENT TO A-100 2. THIS FACILITY IS AN UNOCCUPIED PCS PROCEDURES, SEQUENCES, AND COORDINATION OF ALL WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS 16221 NE 72ND WAY MANUFACTURER'S SPECIFICATIONS. (SERIES A-82) BY SHERWIN WILLIAMS CO. 1 MIL DFT PER TELECOMMUNICATIONS SITE AND IS EXEMPT FROM ADA PORTIONS OF THE CONTRACTED WORK. ON THE PREMISES AT ALL TIMES. THESE ARE TO BE REDMOND, WA 98052 COAT APPLIED IN TWO COATS OVER SPECIFIED PRIMER. ACCESS REQUIREMENTS. UNDER THE CARE OF THE CONSTRUCTION 3. COMPLY WITH MANUFACTURER'S WRITTEN 13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST SUPERINTENDENT. INSTRUCTIONS REGARDING SUFFICIENT DRYING TIME D. PAINT & PRIMER 3. PRIOR TO SUBMISSION OF BIDS, THE CONTRACTORS QUALITY OF THE TRADE INVOLVED, AND SHALL MEET OR BETWEEN COATS WITH PROVISIONS AS RECOMMENDED PARTICIPATING SHALL VISIT THE JOB SITE WITH THE EXCEED THE FOLLOWING MINIMUM REFERENCE 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND BY MANUFACTURER FOR EXISTING WEATHER ANTENNAS CONSTRUCTION AND CONTRACT DOCUMENTS TO STANDARDS FOR QUALITY AND PROFESSIONAL WASTE MATERIALS ON A DAILY BASIS, EXCEPT FOR THAT CONDITIONS. Â· PRIMER: KEM AQUA E61-W525 CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS CONSTRUCTION PRACTICE: SPECIFIED AS THE PROPERTY OF THE BUILDING OR Â· TOPCOAT: COROTHANE II B65W200/B60V22 DESIGNED HEREIN, AS WELL AS TO FAMILIARIZE PROPERTY OWNER AND SHALL EXERCISE STRICT 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING NRCA - NATIONAL ROOFING CONTRACTORS ASSOCIATION CONTROL OVER SITE CLEANING THROUGHOUT SHALL MATCH EXISTING ADJACENT SURFACES UNLESS BTS CABINET THE PROPOSED PROJECT INCLUDING DEMOLITION, O'HARE INTERNATIONAL CENTER CONSTRUCTION AND FINAL CLEAN-UP UPON OTHERWISE NOTED BY AT&T. Â· PRIMER: KEM AQUA E61-W525 ELECTRICAL, MECHANICAL AND STRUCTURAL 10255 W HIGGINS RD, SUITE 600 COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A 11232 120TH AVE NE, SUITE 204 Â· TOPCOAT: COROTHANE II B65W200/B60V22 INSTALLATIONS PRIOR TO PROCEEDING WITH ROSEMONT, IL 60018-5607 BROOM CLEAN CONDITION AT THE END OF EACH DAY KIRKLAND, WA 98033 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR THEN AT A VACUUM CLEAN CONDITION, FREE FROM TO THE AT&T CONSTRUCTION MANAGER. COAXIAL JUMPER CABLES DISCREPANCIES BE FOUND, THE GENERAL CONTRACTOR SMACNA - SHEET METAL AND AIR CONDITIONING PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE AT Â· PRIMER: AS REQUIRED FOR ADHESION. APPLY ONE SHALL IMMEDIATELY NOTIFY IN WRITING, THE AT&T CONTRACTORS NATIONAL ASSOCIATION COMPLETION OF WORK. 6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT COAT OF KEM AQUA WATER REDUCIBLE PRIMER CONSTRUCTION MANAGER AND THE ARCHITECT. 4201 LAFAYETTE CENTER DR SANDING WITH 400 GRIT SANDPAPER AND E61W25 REDUCED 25% CHANTILLY, VA 20151-1219 25. THE GENERAL CONTRACTOR MUST PERFORM WORK NON-HYDROCARBON WASH. PREPARE GALVANIZED Â· TOPCOAT: 2 COATS COROTHANE II POLYURETHANE 4. IN THE EVENT OF DISCREPANCIES WITHIN THESE DURING PROPERTY OWNER'S PREFERRED HOURS TO INFINIGY SURFACES BY ACID ETCH OR SOLVENT CLEANING IN B65W200/B60V2 DRAWINGS, THE CONTRACTOR SHALL INCLUDE THE IILP - INTERNATIONAL INSTITUTE FOR LATH AND PLASTER AVOID DISRUPTION OF NORMAL ACTIVITY. ACCORDANCE WITH SSPC-SP1. MORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESS 820 TRANSFER RD RAW STEEL SPECIFICALLY DIRECTED OTHERWISE BY AT&T. IF A ST. PAUL, MN 55114-1406 26. ALL EXPOSED METAL SHALL BE HOT-DIPPED 7. FURNISH DROP CLOTHS, SHIELDS, MASKING AND OTHER Â· PRIMER: KEM BOND HS B50WZ4, DMT ACRYLIC PRIMER DISCREPANCY EXISTS AND THE PROJECT MANAGER AND GALVANIZED. BELLEVUE, WA 98004 PROTECTIVE METHODS TO PREVENT SPRAY OR Â· TOPCOAT: 2 COATS COROTHANE II POLYURETHANE ARCHITECT ARE NOT NOTIFIED, THE GENERAL 14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE DROPPINGS FROM DAMAGING ADJACENT SURFACES AND B65W200/B60V2 CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL LATEST EDITION OF THE MANUFACTURER'S 27. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS FACILITIES. COSTS INCURRED TO REPAIR OR CORRECT ALL INSTALLATION SPECIFICATIONS UNLESS OTHERWISE WITH U.L. LISTED OR FIRE MARSHALL APPROVED AT&T SITE: GALVANIZED METAL PROBLEMS THAT RESULT. INDICATED BY AT&T, OR WHERE LOCAL CODES OR MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY 8. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY Â· ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR REGULATIONS TAKE PRECEDENCE. AND PROJECT SITE. SN2975 BETWEEN EACH SUCCEEDING ENAMEL COAT ON FLAT PRIMER COAT AND FINISH COAT (GALVITE HIGH 5. THESE DRAWINGS SHALL NOT BE SCALED AS THESE SURFACES. APPLY MATERIAL TO ACHIEVE A COATING NO SOLIDS OR DTM PRIMER/FINISH) DRAWINGS ARE INTENDED TO BE FOR DIAGRAMMATIC 15. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND 28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A SMOKEY POINT NORTH THINNER THAN THE DRY FILM THICKNESS INDICATED. PURPOSES ONLY. FIGURED DIMENSIONS HAVE PROVIDE ALL NECESSARY BLOCKING, BACKING, RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FA#: 12918864 STAINLESS STEEL PRECEDENCE OVER DRAWING SCALE AND DETAIL FRAMING, HANGERS OR OTHER SUPPORTS FOR ALL FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE 9. APPLY BLOCK FILTER TO CONCRETE BLOCK Â· PRIMER: OTM WASH PRIMER, B71Y1 DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE ITEMS. PROJECT AREA UNDER CONSTRUCTION. CONSTRUCTION AND ENSURE COMPLETE COVERAGE Â· TOPCOAT: 2 COATS COROTHANE II POLYURETHANE DRAWINGS. CONTRACTOR SHALL CHECK THE ACCURACY 17306 SMOKEY POINT DR WITH PORES COMPLETELY FILLED. B65W200/B60V2 OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY 16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL 29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER ARLINGTON, WA 98223 NOTED, DO NOT FABRICATE ANY MATERIALS, OR BEGIN GIVE ALL REQUIRED CONSTRUCTION NOTICES AND NEC ARTICLES 250 AND 810. 10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES PRE-PRIMED STEEL ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, AND OTHER DEFECTS INCLUDING INADEQUATE Â· TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD REGULATIONS, LAWS AND ORDINANCES, AS WELL AS THE 30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF SNOHOMISH COUNTY COVERAGE AS DIRECTED BY THE AT&T CONSTRUCTION BOND HS, SS0WZ4 DIMENSIONS. STATE DEPARTMENT OF INDUSTRIAL RELATIONS CONDITIONED SPACES SUCH AS AT WALL AND ROOF MANAGER. REPAINT AS NECESSARY TO ACHIEVE REGULATIONS, INCLUDING BUT NOT LIMITED TO THE PENETRATIONS SHALL BE CAULKED OR SEALED TO LIMIT PLN #963 / ARLINGTON DIST. 3 SURFACES THAT ARE SMOOTH, EVENLY COATED WITH ALUMINUM & COPPER 6. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID DIVISION OF OCCUPATIONAL SAFETY AND HEALTH INFILTRATION OF AIR AND MOISTURE. AIRPORT PROTECTION UNIFORM SHEEN AND FREE FROM BLEMISHES. Â· PRIMER: DTM WASH PRIMER, B71Y1 ALL MATERIALS, EQUIPMENT, APPURTENANCES AND (OSHA). Â· TOPCOAT: 2 COATS COROTHANE II POLYURETHANE LABOR NECESSARY TO COMPLETE THE WORK AS 31. UPON COMPLETION OF CONSTRUCTION, AT&T DISTRICT - SUBDISTRICT 3 B. PAINTING SCOPE B65W200/B60V2 INDICATED OR IMPLIED BY THESE DRAWINGS. 17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY CONSTRUCTION MANAGER SHALL CONDUCT A FROM DAMAGE THAT MAY OCCUR DURING WALK-THRU WITH PROPERTY OWNER OR 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CONCRETE MASONRY 7. CONTRACTOR SHALL NOTIFY THE AT&T CONSTRUCTION CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING REPRESENTATIVE OF PROPERTY OWNER. 139'-0" MONOPINE CHECKED BELOW WITH THE COATING SYSTEM Â· PRIMER: PRO MAR EXTERIOR BLOCK FILLER MANAGER, THE PROPERTY OWNER AND THE ARCHITECT FINISHES, CONSTRUCTION, STRUCTURE, LANDSCAPING, INDICATED. Â· TOPCOAT: 2 COATS A-100 LATEX HOUSE & TRIM, IF ANY DETAILS ARE CONSIDERED IMPRACTICAL, CURBS, STAIRS, OR EQUIPMENT, ETC. SHALL BE 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHEEN TO MATCH UNSUITABLE, UNSAFE, NOT WATERPROOF, OR NOT IMMEDIATELY REPAIRED OR REPLACED TO THE MAINTAINING ALL SYSTEM EQUIPMENT IN A CLEAN DRAWINGS ISSUED FOR: WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS SATISFACTION OF AT&T AND THE PROPERTY OWNER'S WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT PAINTING SCOPE CONCRETE STUCCO (EXISTING) PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO REPRESENTATIVE, AT THE EXPENSE OF THE BY AT&T. REV. DATE DRAWN DESCRIPTION QA/QC Â· 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO OBJECTION TO ANY DETAIL. DETAILS ARE INTENDED TO CONTRACTOR. COATING DO MATCH SHOW THE END RESULT OF THE DESIGN. MINOR 33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE A 08/11/22 TJB PRELIMINARY REVIEW PD SURFACE TO BE PAINTED PAINT NOT N/A SYSTEM PAINT MODIFICATIONS MAY BE REQUIRED TO SUIT JOB 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND LATEST EDITION OF THE MANUFACTURER'S 0 09/08/22 JGB 100% CONSTRUCTION PD STUCCO CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE SHALL REPLACE OR REMEDY, ANY FAULTY, IMPROPER, INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY BTS UNIT X Â· PRIMER: PRO MAR MASONRY CONDITIONER WORK. OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR 1 09/13/22 JGB 100% CONSTRUCTION PD ALL EQUIPMENT & CABINETS X B-46-W21000 DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER REGULATION TAKE PRECEDENCE. 2 09/21/22 JGB 100% CONSTRUCTION PD OTHER THAN THE BTS UNIT Â· TOPCOAT: SUPERPAINT A-80 SERIES A-89 SATIN A-84 8. EXISTING ELEVATIONS AND LOCATIONS SHALL BE THE COMPLETION AND ACCEPTANCE OF THE WORK BY ANTENNA COVERS, TILT GLOSS VERIFIED BY THE CONTRACTOR BEFORE AT&T UNDER THIS CONTRACT. BRACKETS, MOUNTING CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN BRACKETS AND ASSOCIATED WOOD ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE 19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL SEE SEE HARDWARE, CABLE AND CABLE PLANS PLANS Â· PRIMER: A-100 EXTERIOR ALKYD WOO9D PRIMER AT&T CONSTRUCTION MANAGER AND THE ARCHITECT SO CONTRACTOR TO PROTECT AND LOCATE, OR CONTACT COVERS EXPOSED TO VIEW, Y-24W20 THAT MODIFICATIONS CAN BE MADE BEFORE AN OUTSIDE AGENCY TO LOCATE, ALL EXISTING EXPOSED CONDUIT AND Â· TOPCOAT: 2 COATS A-100 LATEX HOUSE & TRIM SHEEN PROCEEDING WITH THE WORK. UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN HANGERS, ETC. TO MATCH ADJACENT SURFACES HEREIN. THE CONTRACTOR SHALL BEAR ALL EXPENSES FLASHING UNITS, METAL TRIM X 9. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE & FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR AND OTHER METAL SURFACES RADIO EQUIPMENT LAYOUTS, SPECIFICATIONS, OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE STUCCO, CONCRETE, PERFORMANCE, INSTALLATION AND FINAL LOCATIONS EXECUTION OF WORK. CONCRETE BLOCK AND X WITH AT&T CONSTRUCTION MANAGER PRIOR TO CEMENTIOUS TYPE FINISH BEGINNING WORK. THE CONTRACTOR SHALL BE 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SYSTEMS. RESPONSIBLE FOR COORDINATING ALL WORK WITH COMPLETE SECURITY OF THE PROJECT SITE WHILE THE PLYWOOD, LUMBER AND WOOD ERICSSON RADIO SYSTEMS. JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED TRIM INCLUDING THE BACK SIDE X AND ACCEPTED BY AT&T. OF ALL SCREEN WALLS 10. ALL SYMBOLS & ABBREVIATIONS USED ON THESE DRYWALL X DRAWINGS ARE CONSIDERED CONSTRUCTION 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, CONCRETE POLES X METAL POLES AND METAL POLE STANDARDS. IF THE CONTRACTOR HAS QUESTIONS POWER AND TOILET FACILITIES AS REQUIRED BY THE X REGARDING THEIR EXACT MEANING, THE AT&T PROPERTY OWNER, AT&T, AND THE CITY OR GOVERNING STAND-OFF CONSTRUCTION MANAGER AND THE ARCHITECT SHALL AGENCY. BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. 22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION DOCUMENTS TO 11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE. THIS PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED SHEET TITLE: PERFORMANCE OF THE WORK AND INCLUDE THOSE IN FINAL INSPECTION BY THE RESPONSIBLE BUILDING SPECIFICATIONS THE COST OF THE WORK TO AT&T. AGENCY. ONE SET OF REDLINED DRAWINGS SHALL BE & NOTES PROVIDED TO THE AT&T CONSTRUCTION MANAGER. SHEET NUMBER: REVISION: T-2 2 2 PAINT SPECIFICATIONS 1 GENERAL SPECIFICATIONS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. A. GENERAL C. CONCRETE 13. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL, DOWELS, INSERTS, ETC., SHALL BE WELL SECURED IN 1. PRECEDENCE: UNLESS OTHERWISE SHOWN OR 1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE POSITION PRIOR TO PLACING CONCRETE. NO SPECIFIED, THE FOLLOWING GENERAL NOTES SHALL THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT REPOSITIONING DURING CONCRETE POUR IS ALLOWED. at&t APPLY. INFORMATION ON THESE DRAWINGS SHALL HAVE AGE OF 28 DAYS: THE FOLLOWING PRECEDENCE. 14. SLABS SHALL BE SPRAYED WITH A CURING COMPOUND LOCATION STRENGTHWT. SLUMP ADMIXTURE IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS 16221 NE 72ND WAY A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SLAB&FOOTING 3000psi 150pcf 4" NONE USED ON CONCRETE WHERE TILE OR FLOOR COVERING REDMOND, WA 98052 SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. IS TO BE BONDED TO THE CONCRETE SURFACE SHALL BE 2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTH APPROVED BY THE TILE OR FLOOR COVERING B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE GREATER THAN 2500psi SHALL BE CONTINUOUSLY MANUFACTURER. KEEP SLAB WET FOR 7 DAY MINIMUM PRECEDENCE OVER GENERAL NOTES AND TYPICAL INSPECTED DURING PLACEMENT BY A DEPUTY PERIOD. DETAILS. INSPECTOR EMPLOYED BY A TESTING LABORATORY APPROVED BY THE BUILDING DEPT. 15. CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED AS C. MATERIAL NOTES AND SPECIFICATIONS ON THE IT IS BEING PLACED WITH ELECTRICALLY OPERATED DRAWINGS SHALL TAKE PRECEDENCE OVER THE 3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN VIBRATING EQUIPMENT. SPECIFICATIONS. PREFORMED BARS CONFORMING TO ASTM A615 AS FOLLOWS: D. TIMBER 11232 120TH AVE NE, SUITE 204 2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS KIRKLAND, WA 98033 FOR ALL DIMENSIONS NOT SHOWN. #4 & SMALLER BARS.................GRADE 40 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS #5 & LARGER BARS...................GRADE 60 SHALL BE NO. 1 GRADE DOUGLAS FIR., S45, UNLESS 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL ALL BARS AT CAISSON FOOTING...GRADE 60 NOTED OTHERWISE. APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY 4. FOUNDATIONS & SLABS: TYPE V, LOW ALKALI, 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS CONFORMING TO ASTM C-150. PIER/CAISSON FOOTINGS: SHALL BE NO.2 GRADE DOUGLAS FIR, S45, UNLESS INFINIGY SHOWN FOR SIMILAR CONDITIONS. TYPE V, LOW ALKALI, CONFORMING TO ASTM C-150. NOTED OTHERWISE. 4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE 5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM 3. STRIPPING, BLOCKING, BACKING AND OTHER CONTRACTOR TO INSTALL ALL TEMPORARY BRACING TO ASTM C-33. USE ONLY AGGREGATES KNOWN NOT TO NON-STRUCTURAL LUMBER SHALL BE NO. 2 OR STD & BELLEVUE, WA 98004 AND SHORING TO INSURE THE SAFETY OF THE WORK CAUSE EXCESSIVE SHRINKAGE. THE MAXIMUM SIZE BTR GRADE DOUGLAS FIR, S45. 2X4 STUD WALLS SHALL UNTIL IT IS COMPLETED. THIS INCLUDES UNDERPINNING AGGREGATE IN CONCRETE WORK SHALL BE THE BE D.F. STANDARD & BTR. EXISTING FOOTINGS WHERE APPLICABLE. FOLLOWING: 4. ALL BEAMS, JOISTS AND RAFTERS SHALL BE INSTALLED AT&T SITE: 5. SAFETY: THESE DRAWINGS REPRESENT THE FINISHED A. FOUNDATIONS & SLABS 9" OR LESS: 3/4" GRAVEL WITH CROWN SIDE UP. SN2975 STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO B. PIER/CAISSON FOOTING: 1" GRAVEL. NOT INDICATE THE METHOD OF CONSTRUCTION. 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SMOKEY POINT NORTH 6. SHALL BE CLEAN AND FREE FROM DELETERIOUS SHEATHING WITH A SPAN INDEX RATIO 32/16. EDGE NAIL FA#: 12918864 6. WATERPROOFING: WATERPROOFING AND DRAINAGE AMOUNT OF ACIDS, ALKALIS, ORGANIC MATERIALS AND WITH8d AT 6" O.C. UNLESS NOTED OTHERWISE ON PLANS. DETAILS OR SPECIFICATIONS SHOWN IN THESE SHALL BE SUITABLE FOR HUMAN CONSUMPTION. FIELD NAIL WITH 8d AT 12" O.C. DRAWINGS ARE FOR GENERAL INFORMATIONAL 17306 SMOKEY POINT DR PURPOSES ONLY. CONTRACTOR TO NOTIFY THE AT&T 7. MIXING: PREPARATION OF CONCRETE SHALL CONFORM 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY TO ASTM C-94. NO MORE THAN 90 MINUTES SHALL PERPENDICULAR TO SUPPORTS AND WITH THE EDGES ARLINGTON, WA 98223 INADEQUATE OR IMPROPER CONDITIONS. ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE STAGGERED, UNLESS NOTED OTHERWISE ON THE PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. PLANS. B. STEEL SNOHOMISH COUNTY 8. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR PLN #963 / ARLINGTON DIST. 3 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE BE FLOPPED THROUGH REINFORCING STEEL (AS IN PTL AND SHALL CONFORM TO PS 1-83. MEMBERS SHALL CONFORM TO ASTM A-36 AND BE WALLS, COLUMNS, CAISSON, AND DROP CAPITALS) SO AS AIRPORT PROTECTION FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS TO CAUSE SEGREGATION OF AGGREGATES. USE 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER DISTRICT - SUBDISTRICT 3 OF THE AISC. HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT SHALL NOT EXCEED 24% AT THE TIME OF INSTALLATION. THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS EXCEED 5 FT. 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF 139'-0" MONOPINE OTHERWISE NOTED ON PLANS. HIGH STRENGTH BOLTS BUILDING CODE. ALL NAILS SHALL BE COMMON WIRE SHALL CONFORM TO ASTM A-325 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A NAILS. MINIMUM OF 30 DIAMETERS AND SECURELY WIRED DRAWINGS ISSUED FOR: 3. STEEL PIPE COLUMNS SHALL BE GRADE "B" TOGETHER. SPLICES OF ADJACENT REINFORCING BARS 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS CONFORMING TO ASTM A53. SHALL BE STAGGERED WHEREVER POSSIBLE. UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH REV. DATE DRAWN DESCRIPTION QA/QC WOOD. 4. STEEL TUBING SHALL BE GRADE "B" CONFORMING TO 10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, A 08/11/22 TJB PRELIMINARY REVIEW PD ASTM A500. BEAMS, GIRDERS AND COLUMNS SHALL BE TO FACE OF 11. LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT STIRRUPS OR TIES. UNLESS OTHERWISE NOTED, DRIVEN. LAG BOLTS SHALL BE INSTALLED IN 0 09/08/22 JGB 100% CONSTRUCTION PD 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC CONCRETE COVERAGE FOR REINFORCING BARS TO PRE-DRILLED HOLES WITH A DIAMETER EQUAL TO 75% 1 09/13/22 JGB 100% CONSTRUCTION PD METHOD. ALL WELDERS SHALL BE PROPERLY QUALIFIED FACE OF BAR SHALL BE AS FOLLOWS: DIAMETER OF BOLT. AND BE PRE-APPROVED. SURPLUS METAL SHALL BE 2 09/21/22 JGB 100% CONSTRUCTION PD DRESSED OFF TO SMOOTH, EVEN SURFACES WHERE A. CONCRETE IN CONTACT WITH EARTH, UNFORMED 3" 12. CONNECTORS: ALL SHEET METAL FRAMING WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING SHALL B. CONCRETE IN CONTACT WITH EARTH, FORMED 2" CONNECTORS SHOWN IN THE PLANS SHALL BE STRONG COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS. C. WALL, EXTERIOR FACE 1-1/2" CONNECTORS AS MANUFACTURED BY THE SAMSON D. WALL, INTERIOR FACE 1" COMPANY. SUBSTITUTIONS MAY BE MADE WHEN 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: E. STRUCTURAL SLABS 3/4" APPROVED BY THE STRUCTURAL ENGINEER. A. 250 AMP WELDERS. F. JOISTS 3/4" B. ROD OVENS. G. BEAMS, GIRDERS & COLUMNS 1-1/2" 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT C. GRINDERS. WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED 11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BE PRESSURE TREATED LUMBER OR A NATURALLY DECAY 7. NO BUZZ BOXES SHALL BE USED. PLACED IN BEAMS, SLABS, WALLS AND COLUMNS, RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR. EXCEPT THOSE SHOWN ON THE PLANS. CONTRACTOR 8. ALL STRUCTURAL STEEL SHALL HAVE MILL SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON ANY ADDITIONAL SLEEVES OR CHASES. ALL PLUMBING, A. LUMBER SPECIES: ALASKAN YELLOW CEDAR (A.C.) THE JOB SITE FOR EXAMINATION BY THE DESIGN ELECTRICAL AND MECHANICAL OPENINGS SHALL BE CONFORMING TO 20F-V12 ENGINEER AND THE CITY INSPECTOR. SLEEVES. CORING IS NOT ALLOWED UNLESS PRIOR B. STRENGTH PROPERTIES: APPROVAL IS OBTAINED FROM THE STRUCTURAL Fb BOTTOM FIBER BENDING STRESS 2000psi MIN. 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL ENGINEER. Fb TOP FIBER BENDING STRESS 1000psi MIN. CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON Fv SHEAR STRESS 190psi MIN. THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. 12. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE Fc COMPRESSION STRESS PERPENDICULAR TO SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER GRAIN 560psi MIN. 10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN THAN 1/4 THE THICKNESS OF THE SLAB. CONDUIT SHALL C. MODULUS ELASTICITY 1400ksi MIN. THE FIELD SHALL BE TOUCHED UP WITH COLD NOT BE EMBBEDED IN A SLAB THAT IS LESS THAN 3-1/2" D. CAMBER TO RADIUS OF 1600Â° U.O.N. GALVANIZING PAINT. THICK, UNLESS SLAB IS LOCALLY THICKENED. MINIMUM E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX GLUE. 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED INCHES. F. MANUFACTURE OF GLB'S SHALL CONFORM TO THE SHEET TITLE: FOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESS UBC. SPECIFICATIONS NOTED "FULL STRESS" AT END OF WELD SYMBOL. G. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AITC A190.1 AND ASTM D3737. & NOTES SHEET NUMBER:T-3 REVISION:2 2 SIGNAGE SPECIFICATIONS 1 STRUCTURAL SPECIFICATIONS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. LEGAL DESCRIPTION TOPOGRAPHIC & BOUNDARY SURVEY BASIS OF BEARINGS REFERENCES VERTICAL DATUM LEGEND ABBREVIATIONS PARCEL NO. 31052000400500 ARLINGTON, WA 98223 17306 SMOKEY POINT DR SN2975 SMOKEY POINT VICINITY MAP N.T.S. TOPOGRAPHIC & BOUNDARY SURVEY SMOKEY POINT DR SITE SMOKEY POINT BLVD 15' ROW SURVEYOR'S NOTES INDEXING INFORMATION 1/4 1/4 JOB NUMBER: 220755 SE SE 4 4 DATE: 04/27/22 NW NE SECTION: 20 TOWNSHIP: DRAFTED BY: JPH 31N 4 4 RANGE: 05E, W.M. CHECKED BY: JPS SW SE COUNTY:SNOHOMISH SCALE: N.T.S. REVISION HISTORY STEEP SLOPE/BUFFER DISCLAIMER: 172ND ST NE (SR-531) CONTROL MAP N.T.S. SHEET NUMBER 1OF2 TOPOGRAPHIC & BOUNDARY SURVEY STEEP SLOPE/BUFFER DISCLAIMER: INDEXING INFORMATION SE 1/4 SE 1/4 4 4 NW NE SECTION: 20 TOWNSHIP: 31N 4 4 RANGE: 05E, W.M. SW SE COUNTY: SNOHOMISH 15' ROW SMOKEY POINT DR PARCEL NO. 31052000400500 ARLINGTON, WA 98223 17306 SMOKEY POINT DR SN2975 SMOKEY POINT TOPOGRAPHIC & BOUNDARY SURVEY ABBREVIATIONS LEGEND JOB NUMBER: 220755 DATE: 04/27/22 DRAFTED BY: JPH CHECKED BY: JPS SCALE: 1"= 20' REVISION HISTORY ABBREVIATIONS SHEET NUMBER 2 OF 2 at&t 16221 NE 72ND WAY REDMOND, WA 98052 APPROXIMATE FIBER P.O.C. 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 INFINIGY BELLEVUE, WA 98004 AT&T SITE: SN2975 SMOKEY POINT NORTH FA#: 12918864 17306 SMOKEY POINT DR ARLINGTON, WA 98223 SNOHOMISH COUNTY PLN #963 / ARLINGTON DIST. 3 AIRPORT PROTECTION PROPOSED AT&T FIBER ROUTE WITHIN 5' UTILITY EASEMENT DISTRICT - SUBDISTRICT 3 139'-0" MONOPINE ADJACENT PARCEL DRAWINGS ISSUED FOR: APN: 00645300000800 ZONING: HC REV. DATE DRAWN DESCRIPTION QA/QC SMOKEY POINT DR A 08/11/22 TJB PRELIMINARY REVIEW PD 0 09/08/22 JGB 100% CONSTRUCTION PD 1 09/13/22 JGB 100% CONSTRUCTION PD SUBJECT PARCEL 2 09/21/22 JGB 100% CONSTRUCTION PD APN: 00645300000700 EXISTING PAD MOUNTED ZONING: HC TRANSFORMER I-5 ONRAMP EXISTING PROPERTY LINE, TYP. SETBACKS REQUIRED: Â· FRONT: 10'-0" Â· BACK/SIDE: 5'-0" EXISTING FENCE TYP.) SETBACKS PROVIDED: FENCE: EXISTING TREE TO REMAIN Â· NORTH = 239'-4" Â· EAST = 179'-8" ADJACENT PARCEL PROPOSED AT&T LEASE Â· SOUTH = 5'-0" APN: 00645300000200 AREA & FENCED COMPOUND Â· WEST = 5'-0" ZONING: HC (SEE SHEET A-2) CENTER OF MONOPINE: EXISTING BUILDING (TYP.) Â· NORTH = 249'-4" Â· EAST = 211'-2" Â· SOUTH = 19'-0" SHEET TITLE: Â· WEST = 15'-0" OVERALL SITE PLAN SHEET NUMBER: REVISION: 172ND ST NE (SR-531) A-1 2 1 OVERALL SITE PLAN 22"x34" SCALE: 1" = 60'-0" 11"x17" SCALE: 1" = 120'-0" 60' 30' 0' 60' THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. at&t 16221 NE 72ND WAY PROPOSED AT&T FIBER ROUTE REDMOND, WA 98052 WITHIN 5' UTILITY EASEMENT ADJACENT PARCEL APN: 00645300000800 ZONING: HC 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 124 SMOKEY POINT DR INFINIGY BELLEVUE, WA 98004 AT&T SITE: SUBJECT PARCEL SN2975 APN: 00645300000700 SMOKEY POINT NORTH ZONING: HC FA#: 12918864 I-5 ONRAMP 126 17306 SMOKEY POINT DR ARLINGTON, WA 98223 239'-4" SNOHOMISH COUNTY PLN #963 / ARLINGTON DIST. 3 AIRPORT PROTECTION EXISTING DISTRICT - SUBDISTRICT 3 PARKING LOT 249'-4" 124 139'-0" MONOPINE 179'-8" DRAWINGS ISSUED FOR: INGRESS 211'-2" EGRESS REV. DATE DRAWN DESCRIPTION QA/QC A 08/11/22 TJB PRELIMINARY REVIEW PD 0 09/08/22 JGB 100% CONSTRUCTION PD 1 09/13/22 JGB 100% CONSTRUCTION PD 2 09/21/22 JGB 100% CONSTRUCTION PD 124 124 PROPOSED AT&T 20'-0" WIDE EXISTING CHAIN 20'-0" ACCESS & UTILITY EASEMENT LINK FENCE, TYP. EXISTING WOOD FENCE 40'-0" EXISTING PROPERTY EXISTING PAD MOUNTED LINE, TYP. TRANSFORMER SETBACKS REQUIRED: Â· FRONT: 10'-0" 5'-0" 5'-0" PROPOSED AT&T POWER ROUTE FROM PAD MOUNTED Â· BACK/SIDE: 5'-0" TRANSFORMER P.O.C. TO 15'-0" AT&T METER SETBACKS PROVIDED: FENCE: PROPOSED AT&T LEASE ADJACENT PARCEL Â· NORTH = 239'-4" AREA & FENCED COMPOUND 19'-0" EXISTING TREE TO REMAIN APN: 00645300000200 Â· EAST = 179'-8" (SEE SHEET A-2) 10'-5" ZONING: HC Â· SOUTH = 5'-0" Â· WEST = 5'-0" CENTER OF MONOPINE: Â· NORTH = 249'-4" Â· EAST = 211'-2" Â· SOUTH = 19'-0" SHEET TITLE: Â· WEST = 15'-0" ENLARGED EXISTING BUILDING, TYP. SITE PLAN SHEET NUMBER: REVISION: A-1.1 2 1 ENLARGED SITE PLAN 22"x34" SCALE: 1" = 20'-0" 11"x17" SCALE: 1" = 40'-0" 20' 10' 0' 20' THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. at&t 16221 NE 72ND WAY REDMOND, WA 98052 14'-0" 12'-0" PROPOSED 14'-0" GATE INGRESSEGRESS 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 FUTURE CARRIER 5'-0"x10'-0" LEASE PROPOSED BLACK VINYL COATED AREA CHAIN LINK FENCE WITH INTERIOR METAL SCREENING INFINIGY PROPOSED AT&T 20'-0" WIDE PROPOSED 139'-0" MONOPINE ACCESS & UTILITY EASEMENT BELLEVUE, WA 98004 PROPOSED AT&T UTILITY PROPOSED AT&T ANTENNA AREA H-FRAME WITH METER BANK & TELCO CABINET AT&T SITE: SN2975 SMOKEY POINT NORTH FUTURE CARRIER FA#: 12918864 10'-0"x10'-0" LEASE AREA 17306 SMOKEY POINT DR ARLINGTON, WA 98223 PROPOSED AT&T ICE BRIDGE PROPOSED AT&T 30kW DIESEL GENERATOR ON SNOHOMISH COUNTY 4'-0"x10'-0" CONCRETE PAD PROPOSED AT&T DELTA PLN #963 / ARLINGTON DIST. 3 2-BAY WUC ON 4'-0"x6'-0" AIRPORT PROTECTION CONCRETE PAD DISTRICT - SUBDISTRICT 3 PROPOSED AT&T 139'-0" MONOPINE GPS ANTENNA 20'-0" PROPOSED AT&T LEASEAREA & FENCED COMPOUND 10'-0" DRAWINGS ISSUED FOR: PROPOSED NOISE BARRIER INSTALLED ON INTERIOR OF FENCE REV. DATE DRAWN DESCRIPTION QA/QC A 08/11/22 TJB PRELIMINARY REVIEW PD 0 09/08/22 JGB 100% CONSTRUCTION PD 4'-0" 1 09/13/22 JGB 100% CONSTRUCTION PD 2 09/21/22 JGB 100% CONSTRUCTION PD 2'-9" 2'-6" 6'-0" 5'-0" 4'-0" 3'-0" 40'-0" PROPOSED AT&T LEASE AREA & FENCED COMPOUND SHEET TITLE: ENLARGED COMPOUND PLAN SHEET NUMBER: REVISION: A-2 2 1 ENLARGED COMPOUND PLAN 22"x34" SCALE: 1/2" = 1'-0" 11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0' 2' THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. at&t TOP OF PROPOSED MONOPINE BRANCHES ELEV. = Â±139'-0" REF., Â±140'-0" AGL 16221 NE 72ND WAY REDMOND, WA 98052 TOP OF PROPOSED AT&T ANTENNAS ELEV. = Â±130'-0" REF., Â±131'-0" AGL TOP OF PROPOSED MONOPINE SHAFT ELEV. = Â±130'-0" REF., Â±131'-0" AGL PROPOSED AT&T ANTENNAS WITH â„„ OF PROPOSED AT&T ANTENNAS ASSOCIATED EQUIPMENT MOUNTED ELEV. = Â±128'-9" REF., Â±129'-9" AGL TO MONOPINE â„„ OF PROPOSED AT&T ANTENNAS ELEV. = Â±126'-0" REF., Â±127'-0" AGL 11232 120TH AVE NE, SUITE 204 â„„ OF PROPOSED AT&T ANTENNAS KIRKLAND, WA 98033 ELEV. = Â±123'-3" REF., Â±124'-3" AGL FUTURE CARRIER ANTENNAS WITH ASSOCIATED EQUIPMENT MOUNTED TO MONOPINE INFINIGY BELLEVUE, WA 98004 AT&T SITE: SN2975 SMOKEY POINT NORTH FA#: 12918864 17306 SMOKEY POINT DR ARLINGTON, WA 98223 SNOHOMISH COUNTY PLN #963 / ARLINGTON DIST. 3 AIRPORT PROTECTION DISTRICT - SUBDISTRICT 3 139'-0" MONOPINE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 08/11/22 TJB PRELIMINARY REVIEW PD 0 09/08/22 JGB 100% CONSTRUCTION PD 1 09/13/22 JGB 100% CONSTRUCTION PD PROPOSED 139'-0" MONOPINE (SHAFT NOTES: PAINTED NON-REFLECTIVE BROWN) 2 09/21/22 JGB 100% CONSTRUCTION PD Â· THESE DRAWINGS ARE NOT INTENDED TO BE A VERIFICATION THAT THE STRUCTURE OR MOUNTS ARE ADEQUATE TO SUPPORT THE PROPOSED AT&T (2) 24-PAIR FIBER PROPOSED LOADING. VERIFICATION THAT THE CABLES & (6) 6-CONDUCTOR #6 AWG EXISTING STRUCTURE AND MOUNTS CAN DC CABLES IN (3) 2" INNERDUCTS SUPPORT THE PROPOSED LOADING SHALL BE ROUTED UP INSIDE OF MONOPINE PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER PRIOR TO CONSTRUCTION. Â· CONTRACTOR TO REFER TO THE STRUCTURAL ANALYSIS AND MOUNT ASSESSMENT AND VERIFY LOADING WITH THE MOST RECENT RFDS PRIOR TO CONSTRUCTION. Â· ANTENNAS, ASSOCIATED EQUIPMENT, CABLING, MOUNTS, & HARDWARE SHALL BE PAINTED TO MATCH THE FAUX PINE NEEDLES. PROPOSED AT&T EQUIPMENT AT GROUND - SEE SHEET A-2 PROPOSED BLACK VINYL COATED CHAIN LINK FENCE WITH INTERIOR BOTTOM OF TOWER STEEL METAL SCREENING ELEV. = 0'-0" REF., Â±1'-0" AGL TOP OF TOWER FOUNDATION ELEV. = Â±0'-6" AGL SHEET TITLE: GRADE NORTHWEST ELEV. = 0'-0" AGL (Â±123.4 AMSL) ELEVATION SHEET NUMBER:A-3 REVISION:2 2 NOT USED NOT TO 1 PROPOSED NORTHWEST ELEVATION 22"x34" SCALE: 1/8" = 1'-0" SCALE 11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 0' 8' THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. PROPOSED ANTENNA CONFIGURATION AND SCHEDULE RAD # OF MECH. ELEC. # OF SECTOR ALPHA AZIMUTH CENTER ANTENNAS VENDOR MODEL TILT TILT RET RRH/TMA COAX COAX Ã˜ LENGTH DIPLEXED (1) AHLBBA at&t LTE 700 3Â° YES FIBER CMA-UBTULBULBHH (B12/B14/29) 90Â° 126'-0" 1 CELLMAX 0Â° Â±140-0" NO LTE 1900/AWS, /6517/17/21/21 2Â° YES (1) AHFII (B25/66) FIBER 5G 1900 16221 NE 72ND WAY 5G 850 3Â° YES (1) AHCA (B5) FIBER REDMOND, WA 98052 CMA-UBTULBULBHH 90Â° 126'-0" 1 CELLMAX 0Â° Â±140-0" NO /6517/17/21/21 LTE WCS 2Â° YES (1) AHNA (B30) FIBER C-BAND 5G 90Â° 123'-3" 1 NOKIA AEQK 0Â° 0Â° YES (INTERNAL) FIBER Â±140-0" NO DoD 3.45 GHz 5G 90Â° 128'-9" 1 NOKIA AEQU 0Â° 0Â° YES (INTERNAL) FIBER Â±140-0" NO RAD # OF MECH. ELEC. # OF SECTOR BETA AZIMUTH CENTER ANTENNAS VENDOR MODEL TILT TILT RET RRH/TMA COAX COAX Ã˜ LENGTH DIPLEXED (1) AHLBBA LTE 700 4Â° YES FIBER CMA-UBTULBULBHH (B12/B14/29) 230Â° 126'-0" 1 CELLMAX 0Â° Â±140-0" NO 11232 120TH AVE NE, SUITE 204 LTE 1900/AWS, /6517/17/21/21 2Â° YES (1) AHFII (B25/66) FIBER KIRKLAND, WA 98033 5G 1900 5G 850 4Â° YES (1) AHCA (B5) FIBER CMA-UBTULBULBHH 230Â° 126'-0" 1 CELLMAX 0Â° Â±140-0" NO /6517/17/21/21 LTE WCS 2Â° YES (1) AHNA (B30) FIBER C-BAND 5G 230Â° 123'-3" 1 NOKIA AEQK 0Â° 0Â° YES (INTERNAL) FIBER Â±140-0" NO DoD 3.45 GHz 5G 230Â° 128'-9" 1 NOKIA AEQU 0Â° 0Â° YES (INTERNAL) FIBER Â±140-0" NO INFINIGY RAD # OF MECH. ELEC. # OF SECTOR GAMMA AZIMUTH CENTER ANTENNAS VENDOR MODEL TILT TILT RET RRH/TMA COAX COAX Ã˜ LENGTH DIPLEXED (1) AHLBBA LTE 700 2Â° YES FIBER CMA-UBTULBULBHH (B12/B14/29) BELLEVUE, WA 98004 350Â° 126'-0" 1 CELLMAX 0Â° Â±140-0" NO LTE 1900/AWS, /6517/17/21/21 1Â° YES (1) AHFII (B25/66) FIBER 5G 1900 5G 850 CMA-UBTULBULBHH 2Â° YES (1) AHCA (B5) FIBER AT&T SITE: 350Â° 126'-0" 1 CELLMAX 0Â° Â±140-0" NO /6517/17/21/21 LTE WCS 1Â° YES (1) AHNA (B30) FIBER SN2975 C-BAND 5G 350Â° 123'-3" 1 NOKIA AEQK 0Â° 0Â° YES (INTERNAL) FIBER Â±140-0" NO SMOKEY POINT NORTH DoD 3.45 GHz 5G 350Â° 128'-9" 1 NOKIA AEQU 0Â° 0Â° YES (INTERNAL) FIBER Â±140-0" NO FA#: 12918864 NOTE: CONTRACTOR TO REFER TO FINAL RFDS FOR ALL RF CONFIGURATION DETAILS. PROPOSED CABLE SCHEDULE 17306 SMOKEY POINT DR QTY TYPE LENGTH ARLINGTON, WA 98223 2 24-PAIR FIBER CABLE Â±140-0" 6 6-CONDUCTOR #6 AWG DC CABLE Â±140-0" PANEL ANTENNAS "C" 3 2" INNERDUCT (FIBER & DC INSIDE) Â±140-0" SNOHOMISH COUNTY PLN #963 / ARLINGTON DIST. 3 AZ= 350Â° AIRPORT PROTECTION DISTRICT - SUBDISTRICT 3 139'-0" MONOPINE PROPOSED AT&T MOUNT KIT 5 A-6 DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 08/11/22 TJB PRELIMINARY REVIEW PD PROPOSED AT&T PANEL ANTENNA 0 09/08/22 JGB 100% CONSTRUCTION PD (2 PER SECTOR, 6 TOTAL) 1 2 A-5 A-5 1 09/13/22 JGB 100% CONSTRUCTION PD MOUNTED TO MONOPINE 2 09/21/22 JGB 100% CONSTRUCTION PD (8" MIN.) Â±5" PROPOSED 139'-0" MONOPINE PANEL ANTENNAS "A" Â±2'-0" AZ= 90Â° (3'-0" MIN.) (3'-0" MIN.)Â±3'-6" PROPOSED AT&T SURGE SUPPRESSION UNIT (2 TOTAL) 4 A-6 PROPOSED AT&T RRH (4 PER SECTOR, 12 TOTAL) 4 5 6 7 4 A-5 A-5 A-5 A-5 A-7 (3'-0" MIN.)Â±3'-1" PROPOSED AT&T PANEL ANTENNAS 1 3 AZ= 230Â° (STACK MOUNTED) (2 PER SECTOR, A-5 A-5 PANEL ANTENNAS "B" 6 TOTAL) MOUNTED TO MONOPINE SHEET TITLE: Â±1'-11" ANTENNA PLAN (3'-0"MIN.) & RF SCHEDULE SHEET NUMBER: REVISION: A-4 2 2 NOT USED NOT TO 1 PROPOSED ANTENNA PLAN 22"x34" SCALE: 1/2" = 1'-0" SCALE 11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0' 2' THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. at&t 16221 NE 72ND WAY REDMOND, WA 98052 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 INFINIGY BELLEVUE, WA 98004 AT&T SITE: SN2975 SMOKEY POINT NORTH FA#: 12918864 17306 SMOKEY POINT DR ARLINGTON, WA 98223 SNOHOMISH COUNTY PLN #963 / ARLINGTON DIST. 3 AIRPORT PROTECTION DISTRICT - SUBDISTRICT 3 139'-0" MONOPINE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 08/11/22 TJB PRELIMINARY REVIEW PD 0 09/08/22 JGB 100% CONSTRUCTION PD 1 09/13/22 JGB 100% CONSTRUCTION PD 2 09/21/22 JGB 100% CONSTRUCTION PD SHEET TITLE: RF PLUMBING DIAGRAM SHEET NUMBER: REVISION: A-4.1 2 1 PROPOSED RF PLUMBING DIAGRAM NOT TO SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. AHNA RADIO MODULE AHCA RADIO MODULE AHFII RADIO MODULE AHLBBA RADIO MODULE at&t HEIGHT: 16.83" HEIGHT: 13.3" HEIGHT: 25.20" HEIGHT: 24.7" WIDTH: 12.76" WIDTH: 11.6" WIDTH: 13.46" WIDTH: 14.8" DEPTH: 8.18" DEPTH: 6.5" DEPTH: 4.57" DEPTH: 8.3" 16221 NE 72ND WAY WEIGHT: 43 LBS WEIGHT: 36.8 LBS WEIGHT: 70.55 LBS WEIGHT: 101.4 LBS REDMOND, WA 98052 4.57" 12.76" 8.18" 11.60" 6.50" 13.46" 14.84" 8.31" 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 13.30" 13.30" 16.83" 16.83" 25.20" 25.20" 24.72" 24.72" INFINIGY BELLEVUE, WA 98004 FRONT SIDE FRONT SIDE FRONT SIDE FRONT SIDE AT&T SITE: SN2975 12.76" 11.60" 13.46" 14.84" SMOKEY POINT NORTH FA#: 12918864 17306 SMOKEY POINT DR 6.50" 4.57" ARLINGTON, WA 98223 8.18" 8.27" SNOHOMISH COUNTY TOP TOP TOP TOP PLN #963 / ARLINGTON DIST. 3 AHNA DETAIL NOT TO 6 AHCA DETAIL NOT TO AHFII DETAIL NOT TO 4 AHLBBA DETAIL NOT TO AIRPORT PROTECTION 7 SCALE SCALE 5 SCALE SCALE DISTRICT - SUBDISTRICT 3 MANUFACTURER: NOKIA MANUFACTURER: NOKIA MANUFACTURER: CELLMAX MODEL: AEQK MODEL: AEQU MODEL: CMA-UBTULBULBHH/6517/17/21/21 26.7 139'-0" MONOPINE WEIGHT: 99.2 LBS; BRACKETS: _ LBS WEIGHT: 99.2 LBS; BRACKETS: _ LBS WEIGHT: 130 LBS; BRACKETS: 11 LBS DIMENSIONS: 29.5" X 17.7" X 9.5" DIMENSIONS: 29.5" X 17.7" X 9.5" DIMENSIONS: 96.5" X 26.7" X 7.7" FREQUENCY: REFER TO RF DATA SHEET FREQUENCY: REFER TO RF DATA SHEET FREQUENCY: REFER TO RF DATA SHEET DRAWINGS ISSUED FOR: DOWNTILT ANTENNA MOUNTING REV. DATE DRAWN DESCRIPTION QA/QC BRACKET AND HARDWARE BY ANTENNA MANUFACTURER A 08/11/22 TJB PRELIMINARY REVIEW PD 17.7 0 09/08/22 JGB 100% CONSTRUCTION PD 26.7 1 09/13/22 JGB 100% CONSTRUCTION PD 2 09/21/22 JGB 100% CONSTRUCTION PD 9.5 7.7 17.7 TOP TOP STAND OFF ARM OR PLATFORM MOUNT PIPE AT&T ANTENNA 29.5 96.5 ANTENNA MOUNTING KIT BY ANTENNA FRONT SIDE MANUFACTURER SHEET TITLE: EQUIPMENT DETAILS JUMPER CABLE FRONT SIDE SHEET NUMBER: REVISION: NOTE: ROTATE FRAME OF MOUNT TO MATCH DEGREE LINE WHERE APPLICABLE. A-5 2 ANTENNA DETAIL NOT TO ANTENNA DETAIL NOT TO MOUNTING DETAIL NOT TO 3 SCALE 2 SCALE 1 SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. MOUNTING PIPE 11.0" 1 7/8"Ã˜ PIPE INCLUDED at&t IN MOUNTING KIT (#B1841) 16221 NE 72ND WAY RAYCAP DC SURGE REDMOND, WA 98052 SUPPRESSION UNIT RAYCAP DC SURGE SUPPRESSION UNIT 24.0" 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 NOTE: TO BE 9.0" INSTALLED WITHIN 6 MOUNT FEET OF RADIO UNIT INFINIGY MOUNTING BRACKET BY FRONT ELEVATION MANUFACTURER BELLEVUE, WA 98004 18.0" MANUFACTURER: COMMSCOPE MOUNT MOUNT MODEL: MCG23HDX-12M996 SIDE ELEVATION AT&T SITE: SN2975 SMOKEY POINT NORTH MANUFACTURER: RAYCAP MODEL: DC9-48-60-24-8C-EV FA#: 12918864 17306 SMOKEY POINT DR ARLINGTON, WA 98223 SNOHOMISH COUNTY PLAN VIEW PLN #963 / ARLINGTON DIST. 3 5 ANTENNA MOUNT SPECIFICATION NOT TO 4 SURGE SUPPRESSION UNIT DETAIL NOT TO AIRPORT PROTECTION SCALE SCALE DISTRICT - SUBDISTRICT 3 BATTERY QUANTITY: (3) STRINGS (MAXIMUM) IN CABINET, 139'-0" MONOPINE (4) BATTERIES PER STRING, (12) BATTERIES TOTAL MANUFACTURER: DELTA STORAGE CAPACITY: MODEL: ESOF020-HCV02 9.120 kWh PER STRING, 27.36 kWh TOTAL DRAWINGS ISSUED FOR: HEIGHT: 80.0" + 6.0" PLINTH BATTERY SPECIFICATIONS: WIDTH: 68.0" MANUFACTURER: ENERSYS REV. DATE DRAWN DESCRIPTION QA/QC DEPTH: 42.0" PRODUCT: POWERSAFE SBS-190F WEIGHT: 1,860 LBS (EMPTY) CHEMISTRY: VALVE REGULATED LEAD ACID A 08/11/22 TJB PRELIMINARY REVIEW PD Â±4,200 LBS (W/ EQUIPMENT) NUMBER OF CELLS: 6 0 09/08/22 JGB 100% CONSTRUCTION PD NOMINAL VOLTAGE: 12 V NOMINAL CAPACITY: 1 09/13/22 JGB 100% CONSTRUCTION PD 8HR RATE 1.75Vpc @ 77Â°F (25Â°C): 190 Ah 2 09/21/22 JGB 100% CONSTRUCTION PD 10HR RATE 1.80Vpc @ 68Â°F (20Â°C): 190 Ah NOMINAL DIMENSIONS: LENGTH: 22.1" (561 mm) W WIDTH: 4.9" (125 mm) HEIGHT: 12.4" (316 mm) L WEIGHT: 132 LBS (60.0 kg) SHORT CIRCUIT CURRENT: 3990 AMPS INTERNAL RESISTANCE: 3.20 MILLI-OHMS TERMINALS: M6 M ELECTROLYTE (PER BLOC) VOLUME: 2.34 GAL (8.86 L) H WEIGHT: 25.3 LBS (11.5 kg) PURE H2SO4 ACID (PER BLOC) VOLUME: 0.66 GAL (2.49 L) SBS B8F-190F WEIGHT: 10.1 LBS (4.56 kg) Front Terminal LEAD WEIGHT (PER BLOC): 95.8 LBS (43.4 kg) SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER:A-6 REVISION:2 2-BAY WUC DETAIL NOT TO BATTERY SPECIFICATIONS NOT TO NOT USED NOT TO 3 SCALE 2 SCALE 1 SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. PIPE CAP PER PLAN NOTE: SITE PRO 1 24" INSTALL CONDUIT AND FITTINGS SUPPORT ARM OR IN A MANNER THAT ALLOWS FOR APPROVED EQUAL 5" OF VERTICAL TRAVEL BOTH at&t WAYS (EXPANSION FITTINGS OR SUITABLE FLEXIBLE CONDUIT). SITE PRO 1 24" WIDE GRIP ALL WIRES AND CONDUCTORS STRUT ICE BRIDGE, OR 16221 NE 72ND WAY SHALL BE INSTALLED WITH APPROVED EQUAL (CUT TO REDMOND, WA 98052 EXPANSION LOOPS. SUIT), TOUCH UP WITH 2 COATS OF GALVACON NOTES: COAX CABLE HANGERS B B - - 1. CONCRETE SHALL ATTAIN (TO SUIT CABLE SIZE) OR APPROVED EQUAL A COMPRESSIVE STRENGTH OF f'c=3,000 SITE VERIFY PSI MINIMUM AT 28 DAYS. SITE PRO 1 DIRECT-BURIAL PER PLAN 11232 120TH AVE NE, SUITE 204 24" WIDE 8'-0" MIN. PIPE COLUMN OR 2. ALL REINFORCING STEEL KIRKLAND, WA 98033 GRIPSTRUT APPROVED EQUAL SHALL COMPLY WITH CHANNEL ASTM A615, GRADE 60. 3/4" CHAMFER BOTTOM OF COAX BLOCKING AT 8'-0' AGL 2" MIN. TOP OF EXISTING GRADE 12" CONCRETE SLAB W/ #4 INFINIGY REBAR EACH WAY @ 12" O.C. GALVINIZED STEEL POST PLAN VIEW 3/4" CHAMFER CONCRETE PIER 3" CLEAR (TYP.) BELLEVUE, WA 98004 CONCRETE PIER (2500 (TYP. ALL SIDES) PSI-5 1/2 SACK MIX) 4" AT&T SITE: 3'-6"MIN. SN2975 8" EXCAVATE AS REQUIRED TO SMOKEY POINT NORTH REMOVE VEGETATION & FA#: 12918864 6" MIN. TOPSOIL. EXPOSE UNDISTURBED NATURAL 4'-0" FOR 13'-4" COLUMN5'-0" FOR 18'-0" COLUMN SITE PRO 1 PART # SUBGRADE. 17306 SMOKEY POINT DR CONSOLIDATED/UNDISTURBED #4 @ 12" O.C. EACH WAY ARLINGTON, WA 98223 DIRECT-BURIAL PIPE COLUMNS SUBGRADE COMPACTED TO TOP AND BOTTOM 6"MIN. 13'-4'' COLUMN IB24D-V 95% STD. PROCTOR DENSITY 6" MIN. COMPACTED 1'-6" 18'-0" COLUMN IB24D-216V 6" BELOW(1'-2" MIN.) SECTION B-B CRUSHED AGGREGATE SNOHOMISH COUNTY FROST DEPTH PLN #963 / ARLINGTON DIST. 3 ICE BRIDGE SPECIFICATION NOT TO CONCRETE PAD DETAIL NOT TO AIRPORT PROTECTION 6 SCALE 5 SCALE DISTRICT - SUBDISTRICT 3 4'-0" MAX. TO EACH POST CONTRACTOR TO VERIFY 139'-0" MONOPINE OVERALL LENGTH REQUIRED TO ACCOMMODATE EQUIPMENT DRAWINGS ISSUED FOR: PLAN VIEW REV. DATE DRAWN DESCRIPTION QA/QC A 08/11/22 TJB PRELIMINARY REVIEW PD SABRE P/N: C10123105 OR APPROVED EQUAL; 1-5/8" GALV. SQUARE P1000 3" DIA. SCH 40 0 09/08/22 JGB 100% CONSTRUCTION PD UNIVERSAL PIPE MOUNT BRACKET FOR 2" TO UNISTRUT RAIL (12 GA.) STAINLESS STEEL 5" OD PIPE. FITS UP TO 20 DEGREE TAPERS. 1 09/13/22 JGB 100% CONSTRUCTION PD (TYP.) COORDINATE EXACT OR GALV. PIPE W/ FITS 2"-6" ROUND TOWER LEGS AND 2-1/2 - 6" LOCATION IN FIELD PIPE CAP (TYP) 2 09/21/22 JGB 100% CONSTRUCTION PD ANGLE TOWER LEGS 4 BACK TO BACK RRU MOUNT NOT TO SCALE 1/2" U-BOLT (TYP.) V.I.F. GPS ANTENNA 1 1/2" STD. (1.9" O.D.) X 3'-0" MAX. GALV. STEEL MOUNTING PIPE V.I.F. ANTENNA MOUNTING PIPE (OR SIMILAR) PIPE-TO-PIPE CLAMP Â±3' MIN. FINISH GRADE COAX GROUND KIT 12"Ã˜ PLAIN CONCRETE Â±3' MIN. COAX CABLE OR SAKRETE PIER SHEET TITLE: #6 AWG GROUND WIRE TO EQUIPMENT CADWELD ON POST OR DETAILS LUG ON GROUND BAR ELEVATION END VIEW SHEET NUMBER: REVISION: ELEVATION A-7 2 GPS ANTENNA DETAIL NOT TO 2 H-FRAME DETAIL NOT TO 1 NOT USED NOT TO 3 SCALE SCALE SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. at&t 16221 NE 72ND WAY REDMOND, WA 98052 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 INFINIGY BELLEVUE, WA 98004 AT&T SITE: SN2975 SMOKEY POINT NORTH FA#: 12918864 17306 SMOKEY POINT DR ARLINGTON, WA 98223 SNOHOMISH COUNTY PLN #963 / ARLINGTON DIST. 3 AIRPORT PROTECTION DISTRICT - SUBDISTRICT 3 139'-0" MONOPINE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 08/11/22 TJB PRELIMINARY REVIEW PD 0 09/08/22 JGB 100% CONSTRUCTION PD 1 09/13/22 JGB 100% CONSTRUCTION PD 2 09/21/22 JGB 100% CONSTRUCTION PD SHEET TITLE: GENERATOR DETAILS SHEET NUMBER:A-8 REVISION:2 GENERATOR DETAIL NOT TO 1 SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. 10'-0" MAX. FENCING NOTES GATE OR END POST. REFER TO NOTE 1. 3 STRANDS OF 1. GATE POST, CORNER, END, OR PULL POST: 4" STD. (4.5" O.D.) PIPE, 10.8 LBS/FT, PER ASTM-F1083. 4-POINT BARB WIRE (IF REQUIRED) at&t 2. LINE POST: 2-1/2" STD. (2.875" O.D.) PIPE, 5.8 LBS/FT, PER ASTM-F1083. 3. TOP RAIL AND BRACE RAIL: 2" STD. (2.375" O.D.) PIPE, 3.66 LBS/FT, PER ASTM-F1083. INSTALL BRACE AT ALL CORNER LOCATIONS AND ADJACENT TO GATES. 1'-0" TOP EDGE OF FABRIC FASTENED AT 24" O.C. 16221 NE 72ND WAY 4. GATE FRAME: 1-1/2" STD. (1.9" O.D.) PIPE, 2.72 LBS/FT, PER ASTM-F1083. GATE FRAME SHALL BE WELDED. (IF REQUIRED) REDMOND, WA 98052 5. FABRIC SHALL BE TWO-INCH CHAIN LINK MESH NO. 9 GAUGE (0.148") WIRE. THE FABRIC SHALL HAVE A KNUCKLED FINISH FOR THE TOP SELVAGES. FABRIC SHALL CONFORM TO ASTM A-392 CLASS 1. 2" STD. PIPE TOP RAIL CORNER POST 6. TIE WIRE: MINIMUM 11 GAUGE GALVANIZED STEEL. PROVIDE A SINGLE WRAP OF FABRIC TIE AT POSTS, RAILS, AND AT TENSION WIRE BY HOG RINGS. MAXIMUM SPACING OF 24" O.C. 2.5" STD. PIPE LINE POST 7. TENSION WIRE: MINIMUM 7 GAUGE GALVANIZED STEEL. STEEL STRETCHER BAR 8. BARB WIRE: DOUBLE STRAND 12 GAUGE 1/2" O.D. TWISTED WIRE TO MATCH WITH FABRIC, 14 GAUGE 4PT. BARBS 1/4" X 3/4" MIN. 1.5" STD. PIPE BRACE RAIL SPACED ON APPROXIMATE 5" CENTERS. 11232 120TH AVE NE, SUITE 204 9. BARB WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS. KIRKLAND, WA 98033 6'-0" 10. BARB WIRE SUPPORT ARMS SHALL BE PRESSED STEEL COMPLETE WITH SET BOLT AND LOCK WIRE IN THE ARM. 9 GA. 2" CHAIN LINK FABRIC (BLACK VINYL COATED) 11. PROVIDE (2) 6' WIDE SWING OUT GATES (UNLESS NOTED OTHERWISE) NO PERSONNEL GATES ARE REQUIRED (UNLESS AS DIRECTED BY THE CONSTRUCTION MANAGER). GATES SHALL BE ABLE TO LOCK. 12. GATE POSTS SHALL BE EXTENDED 12", INCLUDING DOME CAP, TO PROVIDE FOR ATTACHMENT OF BARB WIRE. STRETCHER BAR 7 GA. BOTTOM WIRE BANS AT 16" O.C. FASTENED AT 24" O.C. 13. GATE FRAMES SHALL HAVE A FULL HEIGHT VERTICAL BRACE AND A FULL WIDTH HORIZONTAL BRACE, SECURED IN INFINIGY PLACE BY USE OF GATE BRACE CLAMPS. CRUSHED ROCK BASE 14. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 180Â° ATTACHMENT OR APPROVED EQUAL. KNUCKLED BOTTOM EDGE BELLEVUE, WA 98004 15. GATE LATCH: 1-3/8" O.D. PLUNGER ROD WITH MUSHROOM TYPE CATCH. 16. A 6" BY 1/2" DIAMETER EYEBOLT, TO HOLD TENSION WIRE, SHALL BE PLACED AT LINE POSTS. 1" 17. STRETCHER BARS SHALL BE 3/16" OR HAVE EQUIVALENT CROSS-SECTIONAL AREA. MAX. CONCRETE PIER AT&T SITE: 18. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAP AND BARB WIRE SUPPORTING ARM. UNDISTURBED EARTH OR SN2975 COMPACTED BACKFILL 19. ALL CAPS SHALL BE MALLEABLE IRON, DOME OR ACORN SHAPED AS REQUIRED BY PIPE SIZE. SMOKEY POINT NORTH 20. OTHER HARDWARE MAY INCLUDE BUT NOT BE LIMITED TO TIE CLIPS, BAND CLIPS, AND TENSION BAND CLIPS. 3'-9" FA#: 12918864 4'-0" 21. WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED, 24" DIAMETERS COIL, BARBED TAPE, STAINLESS STEEL, CYCLONE FENCE MODEL G8P TO TYPE III SHALL BE FURNISHED. IT SHALL BE SUPPORTED ABOVE THE TOP RAIL BY USE OF (6) BARB WIRE ARMS POSITIONED ATOP EACH LINE/CORNER POST. 17306 SMOKEY POINT DR 22. UNLESS NOTED OTHERWISE, ALL CHAIN LINK FENCING COMPONENTS MUST BE HOT DIPPED GALVANIZED. ARLINGTON, WA 98223 23. CRUSHED ROCK BASE SHALL CONSIST OF EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL, WITH 100% PASSING THROUGH 1-1/2" SIEVE AND NOT MORE THAN 5% PASSING THROUGH #4 SIEVE. SNOHOMISH COUNTY 1'-6" DIA. PLN #963 / ARLINGTON DIST. 3 4 FENCING NOTES NOT TO 3 FENCE NOT TO AIRPORT PROTECTION SCALE SCALE DISTRICT - SUBDISTRICT 3 WIDTH AS NOTED WIDTH AS NOTED 139'-0" MONOPINE ON PLANS ON PLANS DRAWINGS ISSUED FOR: C.L. FENCE POST 1'-0" GATE OR END POST. REV. DATE DRAWN DESCRIPTION QA/QC REFER TO NOTE 1. SIMPSON STRONG A 08/11/22 TJB PRELIMINARY REVIEW PD TIE #PGT 6'x10'x3/4" EXTERIOR GRADE PLYWOOD TO BE MOUNTED ON THE INTERIOR SIDE OF 0 09/08/22 JGB 100% CONSTRUCTION PD PRESSURE TREATED FENCE (SOUTHEAST SIDE) PER CAUTION 1 09/13/22 JGB 100% CONSTRUCTION PD 2x4 RAIL (3 TYP) RECOMMENDATIONS OF SSA ACOUSTIC GATE LATCH REPORT FROM 06/07/22 2 09/21/22 JGB 100% CONSTRUCTION PD BARRIER MATERIAL SHALL BE CONTINUOUS. RF WARNING SIGNAGE 2'-9" ALL GAPS OF JOINTS SHALL BE SEALED WITH BRACE RAIL 6'x10' SHEET METAL TO BE ACOUSTICAL CAULKING MOUNTED ON THE INTERIOR SIDE OF FENCE (ALL SIDES) 6'x10'x1" EXTERIOR GRADE SOUND PER REQUIREMENT FROM ABSORBING MATERIAL, APPLIED TO SIDE OF JURISDICTION BARRIER FACING EQUIPMENT (SOUTHEAST SIDE) PER RECOMMENDATIONS OF SSA 6'-0" ACOUSTIC REPORT FROM 06/07/22 6'-0" 4" STD. PIPE GATE POST 2'-9" CONCRETE PIER 1" MAX. CRUSHED ROCK BASE UNDISTURBED EARTH OR COMPACTED BACKFILL 3'-9" 4'-0" SHEET TITLE: CONCRETE PIER FENCE DETAILS SHEET NUMBER: REVISION: 1'-6" 1'-6" DIA. DIA. A-9 2 2 INTERIOR METAL SCREENING NOT TO 1 DOUBLE SWING GATE NOT TO SCALE SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. NOTE: NOTE: DESIGN IS PRELIMINARY, CONSTRUCT ALL EXISTING, EXTENDED, AND NEW ELECTRICAL POWER LINES PENDING UCR. (NOT TO INCLUDE TRANSFORMERS OR ENCLOSURES CONTAINING ELECTRICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO, SWITCHES, METERS, OR at&t CAPACITORS WHICH MAY BE PAD MOUNTED), TELEPHONE, GAS DISTRIBUTION, PROPOSED AT&T POWER CABLE TELEVISION, AND OTHER COMMUNICATION AND UTILITY LINES IN OR ROUTE FROM PAD MOUNTED ADJACENT TO ANY LAND USE OR BUILDING PERMIT APPROVED AFTER THE TRANSFORMER P.O.C. TO EFFECTIVE DATE OF THIS CHAPTER SHALL BE PLACED UNDERGROUND IN 16221 NE 72ND WAY AT&T METER ACCORDANCE WITH THE SPECIFICATIONS AND POLICIES OF THE RESPECTIVE REDMOND, WA 98052 UTILITY SERVICE PROVIDERS AND LOCATED IN ACCORDANCE WITH THE PROPOSED AT&T FIBER ADMINISTRATIVE GUIDELINE ENTITLED â€œPUBLIC WORKS CONSTRUCTION ROUTE FROM FIBER P.O.C. STANDARDS AND SPECIFICATION.â€ EVEN IN THE EVENT THE DISTRIBUTION LINE TO AT&T FIBER BOX ORIGINATES FROM A POINT OPPOSITE ANY PUBLIC ROADWAY FROM THE NEW CONSTRUCTION THE SERVICE LINES SHALL BE PLACED BENEATH SAID ROADWAY BY MEANS OF BORING OR SURFACE EXCAVATION ACROSS SAID ROADWAY. PROPOSED AT&T (1) 4" CONDUIT FROM TELCO TO WUC 11232 120TH AVE NE, SUITE 204 PROPOSED AT&T (1) KIRKLAND, WA 98033 2-1/2" CONDUIT FROM METER TO WUC INFINIGY PROPOSED AT&T (2) 3" CONDUITS FOR GENERATOR PROPOSED AT&T (1) BELLEVUE, WA 98004 1" CONDUIT FOR GENERATOR ALARMS AT&T SITE: SN2975 SMOKEY POINT NORTH PROPOSED AT&T (2) 24-PAIR FIBER FA#: 12918864 CABLES & (6) 6-CONDUCTOR #6 AWG DC CABLES IN (3) 2" INNERDUCTS ROUTED ALONG ICE 17306 SMOKEY POINT DR BRIDGE & UP MONOPINE TO AT&T ANTENNA LEVEL ARLINGTON, WA 98223 SNOHOMISH COUNTY PLN #963 / ARLINGTON DIST. 3 4 POWER & TELCO ROUTING 22"x34" SCALE: 3/8" = 1'-0" NOT USED NOT TO AIRPORT PROTECTION 11"x17" SCALE: 3/16" = 1'-0" 2' 1' 0' 2' 3 SCALE DISTRICT - SUBDISTRICT 3 139'-0" MONOPINE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 08/11/22 TJB PRELIMINARY REVIEW PD 0 09/08/22 JGB 100% CONSTRUCTION PD 1 09/13/22 JGB 100% CONSTRUCTION PD 2 09/21/22 JGB 100% CONSTRUCTION PD SHEET TITLE: UTILITY ROUTING SHEET NUMBER: REVISION: E-1 2 2 NOT USED NOT TO NOT USED NOT TO SCALE 1 SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. 1. WIRING SHALL BE AWG COPPER WITH THHN/THWN OR EQUIVALENT INSULATION. #12 MINIMUM INSTALLED IN 3/4" MINIMUM RACEWAY. SIGNAL WIRING SHALL BE INSULATED #22 AWG. NO BX OR ROMEX CABLE IS PERMITTED. RACEWAY SHALL BE SURFACE MOUNTED. 2. WIRING DEVICES AND EQUIPMENT SHALL BE UL LISTED SPECIFICATION GRADE. 3. MATERIALS SHALL BE NEW AND CONFORM TO THE APPLICABLE STANDARDS ESTABLISHED FOR EACH at&t ITEM BY THE ORGANIZATIONS USED BELOW. Â· AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM) Â· UNDERWRITER'S LABORATORY (UL) 16221 NE 72ND WAY Â· NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION (NEMA) REDMOND, WA 98052 Â· AMERICAN STANDARDS ASSOCIATION (ASA) Â· NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 4. INSTALLATION OF MATERIALS SHALL COMPLY WITH CURRENT REGULATIONS ADOPTED BY LOCAL JURISDICTION INCLUDING BUT NOT LIMITED TO: Â· THE NATIONAL ELECTRICAL CODE (NFPA 70) Â· THE NATIONAL ELECTRICAL SAFETY CODE (ANSI C-2) Â· THE LIFE SAFETY CODE (NFPA 101) Â· LOCAL BUILDING CODES 5. THE ENTIRE SYSTEM SHALL BE SOLIDLY GROUNDED USING LOCKNUTS AND BONDING NUTS ON 11232 120TH AVE NE, SUITE 204 CONDUITS AND PROPERLY BONDED GROUND CONDUCTOR. RECEPTACLES AND EQUIPMENT BRANCH KIRKLAND, WA 98033 CIRCUITS SHALL BE GROUNDED WITH A FULL-SIZED EQUIPMENT GROUNDING CONDUCTOR RUN IN THE CIRCUIT'S CONDUIT. 6. OUTLET AND JUNCTION BOXES SHALL BE HOT DIPPED GALVANIZED, ZINC-COATED, OR CADMIUM PLATED STEEL NOT LESS THAN 4" SQUARE AND SUITABLE FOR THE TYPE SERVICE AND OUTLET. OUTLET AND JUNCTION BOXES SHALL BE SURFACE MOUNTED AND LABELED WITH BRANCH CIRCUIT BREAKER NUMBER. INFINIGY 7. LABEL ALL EQUIPMENT SERVED FROM AT&T PANEL BOARD WITH LABELS SIZED IN RELATION TO USAGE. 8. OUTDOOR CONDUCTORS ABOVE GROUND SHALL BE INSTALLED IN RIGID GALVANIZED STEEL OR INTERMEDIATE METAL CONDUIT UNLESS NOTED OTHERWISE. HORIZONTAL OUTDOOR CONDUCTORS BELOW GRADE SHALL BE INSTALLED IN RIGID SCHEDULE 40 PVC. 9. CONTRACTOR TO PROVIDE AND INSTALL ENGRAVED LABEL WITH 1/2" MINIMUM LETTERS ON THE AT&T BELLEVUE, WA 98004 METER SOCKET ENCLOSURE. SYMBOLS ABBREVIATIONS GROUND ROD WITH ACCESS ACCA ANTENNA CABLE COVER ASSEMBLY AT&T SITE: AWG AMERICAN WIRE GAUGE SN2975 XIT GROUND ROD BTCW BARE TINNED COPPER WIRE SMOKEY POINT NORTH GROUND ROD C CONDUIT CIGBE COAX INSULATED GROUND BAR EXTERNAL FA#: 12918864 DISCONNECT SWITCH CO CONDUIT ONLY M UTILITY METER DWG DRAWING EMT ELECTRICAL METALLIC TUBING 17306 SMOKEY POINT DR CIRCUIT BREAKER (E) EXISTING ARLINGTON, WA 98223 FUSE GEN GENERATOR NOTES: ASSEMBLIES. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS G GENERATOR GFCI GROUND FAULT CIRCUIT INTERRUPTER 1. CONTRACTOR SHALL INSPECT ANY EXISTING CONDUITS PRIOR TO SUBMITTING A BID. ANY AND RECOMMENDATIONS. GND GROUND SNOHOMISH COUNTY QUESTIONS, ARISING DURING THE BID PERIOD IN REGARD TO THE CONTRACTOR'S FUNCTIONS, THE 8. ALL DISCONNECT AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC LIGHT SWITCH GPS GLOBAL POSITIONING SYSTEM SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL COMPRESSION, CLAMP, OR DOUBLE GR GROWTH PLN #963 / ARLINGTON DIST. 3 DURING THE BID PERIOD WITH PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT FIELD LOCATION FED FROM. HOLE LUG TYPE GROUND CONNECTION IGR INTERIOR GROUND RING (HALO) AIRPORT PROTECTION HAS BEEN AWARDED. 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATION AND MIGB MASTER ISOLATED GROUND BAR EXOTHERMIC CONNECTION (CADWELD) 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL NEC 250. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, TO GROUND RING AND COMPRESSION (N) NEW (PROVIDE AND INSTALL UNLESS DISTRICT - SUBDISTRICT 3 CODES AND ALL STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS PULL BOXES, AND ALL DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. TO GROUND HALO NOTED OTHERWISE) AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 10. ALL MATERIAL SHALL HAVE A U.L. LABEL. GROUNDING WIRE, DASHED LINE PCS PERSONAL COMMUNICATION SERVICE 3. LOCATION OF EQUIPMENT, CONDUITS AND DEVICE SHOWN ON THE DRAWINGS ARE APPROXIMATE 11.PANEL SCHEDULE LOADING AND CIRCUITS ARRANGEMENT REFLECT POST- CONSTRUCTION INDICATES UNDERGROUND PPC POWER PROTECTION CABINET 139'-0" MONOPINE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. EQUIPMENT. PRC PRIMARY RADIO CABINET TELEPHONE LINE, DASHED LINE 4. CONDUITS ROUGH-IN SHALL BE COORDINATED WITH MECHANICAL EQUIPMENT TO AVOID LOCATION 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. PVC POLYVINYL CHLORIDE CONDUIT INDICATES UNDERGROUND CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. 13.DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V RGS RIGID GALVANIZED STEEL DRAWINGS ISSUED FOR: COAXIAL CABLE, DASHED LINE 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A CONDUCTOR WIRING. RED MARKING SHALL IDENTIFY +24V. BLUE MARKING SHALL IDENTIFY -48. RWY RACEWAY INDICATES UNDERGROUND COMPLETE SYSTEM. REFER TO ATT-TP-76300 SECTION L. S.L.D. SINGLE LINE DIAGRAM REV. DATE DRAWN DESCRIPTION QA/QC ANTENNA COAX 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC 14.DC POWER WIRING SIZE 14 AWG TO 10 AWG SHALL BE TELCOFLEX III. DC POWER WIRING 8 AWG AND TEL TELEPHONE ARTICLE 314. LARGER SHALL BE TELCOFLEX IV. REFER TO ATT-002-290-701. DETAIL REFERENCE TYP. TYPICAL A 08/11/22 TJB PRELIMINARY REVIEW PD # (DETAIL # ON SHEET X-X) WP WEATHERPROOF EQUIPMENT 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORT FOR ALL CABLE 15.UMTS/LTE POWER WIRING SHALL BE ACCORDANCE WITH ATT-002-290-531. X-X 0 09/08/22 JGB 100% CONSTRUCTION PD NOT TO NOT TO 1 09/13/22 JGB 100% CONSTRUCTION PD 4 PANEL SCHEDULE SCALE 3 SYMBOLS & ABBREVIATIONS SCALE 2 09/21/22 JGB 100% CONSTRUCTION PD SHEET TITLE: ONE-LINE & RISER DIAGRAMS SHEET NUMBER: REVISION: E-2 2 2 POWER RISER DIAGRAM NOT TO ONE-LINE DIAGRAM NOT TO SCALE 1 SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. at&t 16221 NE 72ND WAY REDMOND, WA 98052 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 INFINIGY BELLEVUE, WA 98004 AT&T SITE: SN2975 SMOKEY POINT NORTH FA#: 12918864 17306 SMOKEY POINT DR ARLINGTON, WA 98223 SNOHOMISH COUNTY PLN #963 / ARLINGTON DIST. 3 AIRPORT PROTECTION DISTRICT - SUBDISTRICT 3 139'-0" MONOPINE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 08/11/22 TJB PRELIMINARY REVIEW PD 0 09/08/22 JGB 100% CONSTRUCTION PD 1 09/13/22 JGB 100% CONSTRUCTION PD 2 09/21/22 JGB 100% CONSTRUCTION PD SHEET TITLE: WIRING DIAGRAM SHEET NUMBER:E-3 REVISION:2 1 WIRING DIAGRAM NOT TO SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. at&t 16221 NE 72ND WAY REDMOND, WA 98052 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 INFINIGY BELLEVUE, WA 98004 AT&T SITE: SN2975 SMOKEY POINT NORTH FA#: 12918864 17306 SMOKEY POINT DR ARLINGTON, WA 98223 SNOHOMISH COUNTY PLN #963 / ARLINGTON DIST. 3 3 GPS GROUNDING NOT TO AIRPORT PROTECTION SCALE DISTRICT - SUBDISTRICT 3 139'-0" MONOPINE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 08/11/22 TJB PRELIMINARY REVIEW PD 0 09/08/22 JGB 100% CONSTRUCTION PD 1 09/13/22 JGB 100% CONSTRUCTION PD 2 09/21/22 JGB 100% CONSTRUCTION PD SHEET TITLE: CONNECTION DIAGRAMS SHEET NUMBER: REVISION: E-4 2 2 DC/FIBER SYSTEM DIAGRAM NOT TO DC SURGE SUPPRESSION SYSTEM NOT TO SCALE 1 SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. GROUNDING SYMBOLS at&t GROUND BAR 16221 NE 72ND WAY GROUND ROD WITH ACCESS REDMOND, WA 98052 CHEMICAL GROUND ROD GROUND ROD CADWELD TYPE CONNECTION COMPRESSION TYPE CONNECTION 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 GROUNDING WIRE TYPICAL: #6 AWG FROM EQUIPMENT TO GROUND BAR; #2 FROM GROUND BAR TO GROUND RING, FROM METER TO GROUND RING, AND FOR GROUND RING. INFINIGY BELLEVUE, WA 98004 AT&T SITE: SN2975 SMOKEY POINT NORTH FA#: 12918864 NOT TO 17306 SMOKEY POINT DR 3 NOT USED SCALE ARLINGTON, WA 98223 GENERAL GROUNDING NOTES: SNOHOMISH COUNTY 1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS: PLN #963 / ARLINGTON DIST. 3 - #2/0 BARE TINNED SOLID COPPER CONDUCTOR: CADWELD TO RODS OR GROUND RING AIRPORT PROTECTION - LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT. DISTRICT - SUBDISTRICT 3 ALL LUGS SHALL BE COPPER (NO ALUMINUM SHALL BE PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 3/4" PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO METALLIC 139'-0" MONOPINE CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS. 3. OWNER'S REPRESENTATIVE WILL INSPECT CADWELDS AND CONDUCT MEGGER TEST PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS REQUIRED. DRAWINGS ISSUED FOR: 4. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND NO GREATER THAN 90 DEGREES. 5. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SHALL REV. DATE DRAWN DESCRIPTION QA/QC INSPECT THE GROUNDING SYSTEM. A 08/11/22 TJB PRELIMINARY REVIEW PD 6. THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF THE TOWER PRIOR TO THE COAX BEND. BONDING IS SHOWN ON THE ICE BRIDGE DUE TO DIFFICULTY WITH WELDING OR ATTACHING TO TOWER LEGS. CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER PRIOR TO PLACING CIGBE 0 09/08/22 JGB 100% CONSTRUCTION PD ON ICE BRIDGE IF MOUNTING TO TOWER LEG IS POSSIBLE. 1 09/13/22 JGB 100% CONSTRUCTION PD 7. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING MEANS. BONDING 2 09/21/22 JGB 100% CONSTRUCTION PD JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-30. ISOLATED GROUND ROD FOR METER ANTENNA ANTENNA ANTENNA ASSOCIATED ASSOCIATED ASSOCIATED ANTENNA ANTENNA ANTENNA EQUIPMENT EQUIPMENT EQUIPMENT MAST MAST MAST (I.E. RRH/TMA) (I.E. RRH/TMA) (I.E. RRH/TMA) #6 AWG (TYP.) #6 AWG (TYP.) GND BAR GND BAR GND BAR OVP (CIGBE) (CIGBE) (CIGBE) NEAR NEAR NEAR ANTENNAS ANTENNAS ANTENNAS SHEET TITLE: SCHEMATIC GROUNDING INSULATED GROUND (TYP.) PLANS & NOTES GND BAR AT RAD CENTER (CIGBE) WITHOUT INSULATORS SHEET NUMBER: REVISION: G-1 2 2 EQUIPMENT SCHEMATIC GROUNDING PLAN 22"x34" SCALE: 1/4" = 1'-0" 1 ANTENNA SCHEMATIC GROUNDING SYSTEM & NOTES NOT TO 11"x17" SCALE: 1/8" = 1'-0" 4' 3' 2' 1' 0' 4' SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. NOTE: #6 AWG FROM ANTENNA GROUND BARS AT BOTTOM OF CABLE GROUND KIT TOWERS/MONOPOLES SHALL EXISTING GRADE ONLY USE EXOTHERMIC WELDS. 3/4" CRUSHED STONE, 18" DIAMETER PRECAST WELL at&t FILL TEST WELL TO WITH SELF SEALING STEEL WITHIN 2" OF TOP. LID. SUBMIT SHOP DRAWINGS FOR APPROVAL 16221 NE 72ND WAY GROUND BAR ON 4 EXISTING GRADE REDMOND, WA 98052 1 WALL, ICE BRIDGE, CADWELD CONCRETE, OR ON 6" BELOW(30" MIN.) ANTENNA TOWER 3 FROST DEPTH 2 TEST LOOP - #2 SOLID TINNED WIRE GROUND #2 AWG BCW RING GROUND #2 AWG 6" BELOW(30" MIN.) SOLID, TINNED BCW SOLID, TINNED FROST DEPTH TOWARD SHORTEST PATH TO TOWER 11232 120TH AVE NE, SUITE 204 KIRKLAND, WA 98033 GROUNDING SYSTEM CAD WELD NOTE: GROUND ROD 1 MAIN CONDUCTOR, COPPER CABLE TOTAL OF 2 WELLS PER SITE COPPER CLAD STEEL *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE - VERIFY LOCATION WITH 5/8"Ã˜x10'-0" LONG 2 5/8"x10' COPPER CLAD STEEL GROUND ROD PROJECT MANAGER. GROUND ROD USED WITH #2 AWG BCW TO BUILDING SERVICE INFINIGY COPPER CLAD STEEL GROUND OR GROUND RING 3 CADWELD TYPE "TA" 5/8"Ã˜x10'-0" LONG GROUND CONDUCTOR SHALL BE ELIMINATED SPACED 20'-0" APART WHEN GROUND BAR IS ELECTRICALLY BONDED 4 CADWELD TYPE "GT" TO METAL TOWER/MONOPOLE STRUCTURE BELLEVUE, WA 98004 GROUND RING BONDING NOT TO 11 TEST WELL NOT TO 10 GROUND ROD NOT TO GROUND WIRE INSTALLATION NOT TO 12 SCALE SCALE SCALE 9 SCALE AT&T SITE: 1.) COPPER GROUND BAR, 1/4"x 4"x 20", NEWTON INSTRUMENT CO. SN2975 CAT. NO. B-6142 OR APPROVED EQUAL. HOLE CENTERS TO MATCH SMOKEY POINT NORTH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) FA#: 12918864 FINISHED GRADE OR PAVING. #2 AWG BCW (TYP.) 2.) 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO. MATCH SLOPE AND THICKNESS CAT. NO. 3015-8 OR APPROVED EQUAL OF EXISTING CONDITIONS 3.) WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. 17306 SMOKEY POINT DR CAT NO. A-6056 OR APPROVED EQUAL WEED BARRIER ARLINGTON, WA 98223 4.) 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. BACKFILL (SAND OR NATIVE SOIL) POST CAT NO. 3012-1 OR APPROVED EQUAL PER ASTM STANDARDS CADWELD 4 SNOHOMISH COUNTY (TYP.) 3 PLN #963 / ARLINGTON DIST. 3 RING GROUND #2 AWG SOLID BCW SEE NOTES AIRPORT PROTECTION UNDISTURBED SOIL 3/4" 7/16" DISTRICT - SUBDISTRICT 3 #2 AWG SOLID BCW CADWELD (TYP.) CABLE TO CABLE CADWELD 2" 6" BELOW(30" MIN.) FROST DEPTH GROUND RING NOTES: 139'-0" MONOPINE VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER OF THE FENCE. AT A MINIMUM, ONE VERTICAL POST SHALL BE BONDED TO 2 1 THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. EACH DRAWINGS ISSUED FOR: VERTICAL POST ADJACENT TO A GATE SHALL BE BONDED TO THE RING. 4" GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE OR FLEXIBLE 1" REV. DATE DRAWN DESCRIPTION QA/QC COPPER BRAID BURNDY TYPE B WITH SLEEVES ON EACH END NOTES: GROUND RING A 08/11/22 TJB PRELIMINARY REVIEW PD DESIGNED FOR EXOTHERMIC WELDING. GROUND BAR AT ANTENNA LEVEL TO BE BONDED DIRECTLY TO TOWER GATE JUMPER SHALL BE INSTALLED 12" ABOVE FINISHED GRADE AND STRUCTURE; NO INSULATORS USED. GROUND BAR AT BASE OF TOWER 0 09/08/22 JGB 100% CONSTRUCTION PD SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN STRUCTURE TO BE ATTACHED WITH INSULATORS. CONNECTION TO TOWER GATE IS FULLY OPEN IN EITHER DIRECTION. STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. 1 09/13/22 JGB 100% CONSTRUCTION PD 2 09/21/22 JGB 100% CONSTRUCTION PD GROUND RING TRENCH NOT TO 7 FENCE & GATE GROUNDING NOT TO 6 SUPPORT POST GROUNDING NOT TO TYPICAL GROUND BAR NOT TO 8 SCALE SCALE SCALE 5 SCALE TO ANTENNAS NOTES: (TYPICALLY) 1. DO NOT INSTALL CABLE 2 1/2" 12" TO 24" MONOPINE ANTENNA CABLE DIA. MAX. GROUND KIT AT A BEND 120" MAX. C L AND ALWAYS DIRECT RF CABLE TO ANTENNA RX2 TX1/RX1 GROUND WIRE DOWN TO ANTENNA GROUND BAR. ANTENNA GROUND BAR STANDARD COAX JUMPER WEATHERPROOFING KIT GROUND KIT (TYP) WITHOUT INSULATORS, (TYP) 2. WEATHERPROOFING (SEE NOTE 3) BONDED DIRECTLY TO THE TYPE TA TYPE VN TYPE NC TYPE SS SHALL BE TWO-PART MONOPOLE AT RAD CENTER TAPE KIT. COLD SHRINK CABLE GROUND KIT CABLE #6 AWG (PROVIDED CONNECTOR SHALL NOT BE USED. CONNECTOR WITH GROUND KIT TYP) ANTENNA GROUND BAR WEATHERPROOFING #6 AWG STRANDED COPPER WITH INSULATORS, AT KIT (TYP) SEE NOTE 2 WEATHERPROOFING GROUND WIRE (GROUNDED TO BOTTOM OF MONOPOLE RF CABLE (TYP KIT (TYP) GROUND BAR). SEE NOTES 1 & 2 FOR ALL) EXOTHERMIC WELD TYPE VV TYPE VS TYPE VB TYPE PT GROUND KIT (TYP) RF CABLE TO ANTENNA CABLE TO EQUIPMENT (TYP) NOTES: EQUIPMENT AREA VIA MONOPOLE #6 AWG TRAY OR ICE BRIDGE FOUNDATION 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ANTENNA GROUND BAR, ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. SHEET TITLE: WITHOUT INSULATORS. GROUND RING GROUNDING BONDED DIRECTLY TO 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS TYPE GT TYPE GY TYPE GR TYPE GL MONOPOLE OR TOWER SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. #2 AWG BCW SOLID DETAILS TINNED (TYPICAL) AT ANTENNA LEVEL. 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. SHEET NUMBER: REVISION: TO GROUND RING G-2 2 EXOTHERMIC CONNECTIONS NOT TO 3 CABLE GROUND CONNECTIONS NOT TO 2 CABLE GROUND KIT NOT TO 1 RF CABLE GROUND NOT TO 4 SCALE SCALE SCALE SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. NON-IONIZING ELECTROMAGNETIC EXPOSURE ANALYSIS & ENGINEERING CERTIFICATION SITE NUMBER: SN2975 SITE NAME: SMOKEY POINT NORTH SITE ADDRESS: 17306 Smokey Point Dr Arlington, WA 98223 DATE: March 20, 2022 PREPARED BY: B. J. THOMAS, P.E. 7607 80th Avenue NE Marysville, WA 98370 (206) 851-1106 PROJECT The proposed AT&T project consists of a WCF (Wireless Communications Facility) located at 17306 Smokey Point Dr, Arlington, WA 98223, Snohomish County tax parcel 00645300000700. The planned improvements include (9) panel antennas on a 130â€™ AGL steel monopole with supporting BTS (Base Transmission System) radio equipment located near the base of the monopole. EQUIPMENT Type of Service: LTE 700, 5G 850, LTE 1900, LTE AWS, LTE WCS, 5G C Band Antennas: CMA-UBTULBULBHH/6517/17/21/21, Nokia AEQK & AEQU Sectors: (3) (X = 90Â°, Y = 230Â°, Z = 350Â°) Antenna Rad Center: 126â€™ AGL CALCULATIONS Calculations for RF power densities near ground level are based on the â€œEvaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields OET Bulletin 65â€ Edition 97-01, August 1997 issued by the Federal Communications Commission Office of Engineering & Technology. Section 2 of OET Bulletin 65 demonstrates that â€œfor a truly worst-case prediction of power density at or near the surface, such as at ground-level or on a rooftop, 100% reflection of incoming radiation can be assumed, resulting in a potential doubling of predicted field strength and a four-fold increase in (far field equivalent) power densityâ€, therefore the following equation is used: S = EIRP/Ï€RÂ² Where S = power density (mW/cmÂ²), EIRP = equivalent isotropically radiated power and R = distance to the center of the radiation antenna (cm) The calculations show that the maximum MPE at ground level (6â€™ above AGL) at the base of the monopole and the power density is 0.003913 mW/cmÂ² with an assumed worst-case power level of 10,000 watts ERP for the lowest antenna array. This is 0.8378% of the MPE limit for the general population/uncontrolled exposure of 0.467 mW/cmÂ² as referenced in Table I OET Bulletin 65 Appendix A for the lowest frequency range. SN2975 SMOKEY POINT NORTH MPE Calculations Effective tower height assumes a person 6 ft tall. main beam tower height, hypotenuse 126 height (ft) 3.91E-03 y 0.003913 max power density in mW/cm2 0.8378% percentage of standard horiz. Dist., x Note: 0.467 mW/cm2 is 100% of allowable standard for lowest frequency effective radiation tower ERP ERP Power at point x center height minor lobe dB below horiz. dist. hypotenuse hypotenuse hypotenuse main lobe main lobe minor lobe minor lobe minor lobe at ground level (feet), y (feet), y angle main lobe x length (feet) length (km) length (cm) (watts) (dBm) ERP (dBm) EIRP (dBm) EIRP (mW) mW/cm^2 126 120 90 20 0.000 120.000 0.037 3657.600 10000 70.00 50.00 52.16 164437.17 3.91E-03 TOTAL 3.91E-03 5/20/2022 Antenna Type 12047v CMA-UBTULBULBHH/6517/17/21/21 8-port antenna unit Frequency range MHz 698 - 894 698 - 894 1695 - 2690 1695 - 2690 Polarization x x x x HBW Ëš 65 65 65 65 Gain dBi 17 17 21 21 EDT range Ëš 2 - 10 2 - 10 1 - 10 1 - 10 Y1 R1 R2 Y2 ïƒ„ Product architecture 1(4) Product picture CMA-12047vA_B2 -20190730 PRELIMINARY Antenna Type 12047v CMA-UBTULBULBHH/6517/17/21/21 Electrical Parameters R1 and R2: Parameter (Radiation) Frequency band MHz 698 - 798 824 - 894 Gain dBi 17.3 17.7 Azimuth Parameters Azimuth (3dB) Beam Width Ëš 65 62 Azimuth Beam Squint Ëš 7 7 Front to Back Ratio (total dB >25 >25 power) Cross-Polar Discrimination dB >20 >20 (0Ëš) Sector Power Ratio % 7 7 Elevation Parameters Elevation (3 dB) Beam Width Ëš 9 8 Electrical Downtilt Range Ëš 2 - 10 2 â€“ 10 First upper Sidelobe dB >16 >16 suppression First Nullfill Below Horizon dB - - Parameter (ports) Frequency band MHz 698 - 894 Impedance Î© 50 VSWR/Return Loss _/dB 1.5 / 14 Intra Array Isolation dB 28 Inter Array Isolation dB 28 Passive Intermodulation @ dBc -158 2x43 dBm CW Maximum Input Power per W 500 port Antenna Insertion Loss dB 0.4 2(4) CMA-12047vA_B2 -20190730 PRELIMINARY Antenna Type 12047v CMA-UBTULBULBHH/6517/17/21/21 Electrical Parameters Y1 and Y2: Parameter (Radiation) Frequency band MHz 1710 - 1880 1850 - 1990 1920 - 2170 2490 - 2690 Gain dBi 196 19.6 19.9 21.4 Azimuth Parameters Azimuth (3dB) Beam Width Ëš 64 66 67 52 Azimuth Beam Squint** Ëš 6 6 6 5 Front to Back Ratio (total >25 >25 >25 >25 dB power) Cross-Polar Discrimination dB 17 22 22 21 (0Ëš) Sector Power Ratio % 3.2 3.3 3.3 3.3 Elevation Parameters Elevation (3 dB) Beam Width Ëš 4.9 4.6 4.4 3.4 Electrical Downtilt Range Ëš 1 â€“ 10 1 â€“ 10 1 â€“ 10 1 â€“ 10 First upper Sidelobe dB 15 16 16 14 suppression First Nullfill Below Horizon dB >-24 >-21 -20 -16 Parameter (ports) Frequency band MHz 1710 - 1880 1850 - 1990 1920 - 2170 2490 - 2690 Impedance Î© 50 VSWR/Return Loss _/dB 1.5 / 14 Intra Array Isolation dB 28 28 28 28 Inter Array Isolation dB 28 28 28 28 Passive Intermodulation @ dBc -160 2x43 dBm CW Maximum Input Power per W 500 port Antenna Insertion Loss dB 0.5 0.5 0.6 0.8 3(4) CMA-12047vA_B2 -20190730 PRELIMINARY Antenna Type 12047v CMA-UBTULBULBHH/6517/17/21/21 Mechanical parameters Mechanical specification: RET info: Connectors 8 x 4.3 -10 female Connector position Bottom The RET actuator is AISG compatible and signals Lightning protection DC grounded Single-Antenna RET Device type 0x01 (hex) in AISG Height mm (inch) 2450 (96.5) protocol layer 2 as described in 3GPP TS25.462 Width mm (inch) 690 (27.2) (a.k.a. TYPE 1). Depth mm (inch) 196 (7.7) One RET actuator per antenna columns, with Antenna weight kg (lb) 51 (112) individual AISG connectors in and out. The antenna columns are R1, R2, Y1 and Y2. Wind load at 42 m/s (94 mph) Frontal N (lbf) 1615 (363) CellMax actuator type CMA-RET-02 Lateral N (lbf) 321 (72) Survival wind speed m/s (mph) 67 RET spare part order number: 110086. EPA m2 (inch2) 1.45 (2249) Colour radome Light Grey, RAL 7035 Radome material ASA Packing data Mounting hardware: Box size mm (inch) Mounting bracket 2 Box weight kg (lb) Bracket weight (complete) kg (lb) 7 (15) Pallet type Pole diameter mm (inch) 45 (1.8) - 120 (4.7) Maximum number of boxes Mechanical tilt range Âº 0 - 5 per pallet Ordering information: Product number Product description 4(4) CMA-12047vA_B2 -20190730 PRELIMINARY AEQK AirScale MAA 64T64R 192AE n77 200W AirScale High Power MAA Technical datasheet Product Specifications benefits Standard 3GPP/FCC NR compliant, TDD Band / Frequency range 3700~3980MHz â€¢ 5G Adaptive Antenna System for optimized Supported RAT 5G capacity and coverage Max. supported modulation 256QAM â€¢ Digital beamforming for multi-user MIMO Number of TX/RX paths 64T / 64R MIMO streams 16 â€¢ Connectivity with AirScale BBU (via eCPRI) Instantaneous bandwidth IBW 200MHz â€¢ Beamforming capable 64T64R with total Occupied bandwidth OBW 100MHz+100MHz for 32TRX + 32TRX split mode 200W output power Total average EIRP 77dBm â€¢ 32TRX + 32TRX split mode support Max. output power per TRX 3.125 W / TRX (200 W total) -SW settable up to 13 dB down Dimensions / Volume 750 x 450 x 240mm (H x W x D) Weight 45kg w/o bracket Supply voltage / Connector type DC -40.5 Vâ€¦ -57V / 2 pole connector Power consumption 727 W (75% DL duty cycle, ETSI Average) Optical ports 2xSFP28,10/25GE eCPRI Other interfaces / Connector type LMI / HDMI, RF monitor port / SMA, Control AISG, External Alarms / MDR26, status LEDs Operational temperature range -40degC to +55C Cooling Natural convection cooling Installation options / mechanical tilt Pole, wall,with vertical adjustment of Â±15Â°(thermally limited) Ingress / Surge protection IP65/Class II 20KA AEQK 475589A 2 Confidential Â© Nokia 2020 FS phase: FS0 FS1 FS2 AEQU AirScale MAA 64T64R 192AE n77 200W AirScale High Power Wide Technical data (Preliminary) Band MAA benefits Product Specifications Standard 3GPP/FCC, TDD â€¢ 5G Adaptive Antenna System for optimized Supported RAT by HW 5G capacity and coverage Band / Frequency range 3450 -3550 MHz â€¢ Beamforming capable 64T64R with total Max. supported modulation 256 QAM 200W output power Number of TX/RX paths 64T / 64R MIMO streams 16 Instantaneous bandwidth IBW 100 MHz Occupied bandwidth OBW 100 MHz Total average EIRP 77.5dBm Max. output power per TRX 3.125 W / TRX (200W total) Dimensions / Volume 750 x 450 x 240mm (H x W x D)/ 71.7 L Weight 45kg w/o bracket Supply voltage / Connector type DC -40.5 Vâ€¦ -57V / 2 pole connector Power consumption 730W (75% DL duty cycle, ETSI 24h average load) Optical ports 2 x SFP28, 10/25GE eCPRI Other interfaces / Connector type AISG / RS-485, EAC (6 alarms + 1 control) / MDR26, RF Monitor Port/SMA, 4 status LEDs Operational temperature range -40 â„ƒ â€¦ +55 â„ƒ Cooling Natural convection cooling Installation options Pole / Wall, Â±15Â°mechanical vertical tilt Ingress / Surge protection IP65 / Class II 20 kA AEQU 476085A 17306 Smokey Pooint Dr, Arlington, WA 98223 00645300000700 Installation of a 130' monopole camouflaged as a 140' fir tree with 9 antennas, 12 remote radio units, 2 surge suppressors and 8 cables attached, 2-bay walk-up cabinet on 4'x6' concrete pad, diesel generator on 4'x10' concrete pad, and utility H-frame on ground. All equipment within 20'x40' lease area surrounded by a 6' chain-link fence with interior metal screening. âœ” 360-629-9300 Ironmount, Inc c/o Ramaley PO Box 837 Stanwood WA 98292 Infinigy Engineering pdanneberg@infinigy.com 360-629-9300 500 Office Center Dr Ste 150 Fort Washington PA 19034 40190 07/18/24 TBD X X X TBD Krazan Digitally signed by Jeffrey S Jeffrey S Mercer DN: cn=Jeffrey S Mercer, c=US, o=Krazan & Associates, Mercer email=jeffmercer@krazan.com âœ” Date: 2023.01.30 14:33:06 -08'00' 01/30/23 APPLICANT CERTIFICATION I certify that I am the Owner or Ownerâ€™s authorized agent. If acting as an authorized agent, I further certify that I am authorized to act as the Owners agent regarding the property at the above referenced address for the purpose of filing applications for permits or review under the Arlington Municipal Code and I have full power and authority to perform on behalf of the Owner all acts required to enable the City to process and review such applications. I do hereby declare under penalty of perjury under the laws of the state of Washington that I have familiarized myself with the rules and regulations with respect to preparing and filing this application and that the statements and information submitted herewith are in all respects true and correct to the best of my knowledge and belief. DATED AT Kirkland , Washington on this date: 5/26/22 Applicantâ€™s Signature: NancySears REAL PROPERTY OWNER CERTIFICATION I do hereby declare under penalty of perjury under the laws of the state of Washington that I am the owner of the subject property or an officer/member of the entity owning the subject property, that it is my desire to seek the subject land use permit, and that I will abide by any requirements and conditions that may be part of the approval of this request. I also hereby grant permission for City employees, agents of the City and/or other agency officials to enter the subject property, if necessary, for the purpose of site inspections. DATED AT , Washington on this date: Ownerâ€™s Signature: All other property owners of the subject property must also sign below (attach additional sheets if necessary): 1) Name: Signature: Address: Phone: 2) Name: Signature: Address: Phone: 3) Name: Signature: Address: Phone: City of Arlington Conditional Use Permit Application Page 3 of 3 Rev 11/2021 01/31/2023 Firm License Number: 2202 VSE Project Number: U1408.546.231 01/31/2023 Firm License Number: 2202 VSE Project Number: U1408.546.231 01/31/2023 Firm License Number: 2202 VSE Project Number: U1408.546.231 01/31/2023 Firm License Number: 2202 VSE Project Number: U1408.546.231 01/31/2023 Firm License Number: 2202 VSE Project Number: U1408.546.231 130.0 ft Pine Branches(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(3) AirScale Dual RRH 4T4R B12/B14 (3) AirScale RRH 4T4R B5 160 W (3) AirScale Dual RRH 4T4R B25/B66 (3) AirScale RRH 4T4R B30 100 W DC9-48-60-24-8C-EV(3) 14' EEI T-FRAMES(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(3) AirScale Dual RRH 4T4R B12/B14 (3) AirScale RRH 4T4R B5 160 W (3) AirScale Dual RRH 4T4R B25/B66 (3) AirScale RRH 4T4R B30 100 W DC9-48-60-24-8C-EV(3) 14' EEI T-FRAMESPine Branches(3) 14' EEI T-FRAMES(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(3) AirScale Dual RRH 4T4R B12/B14 (3) AirScale RRH 4T4R B5 160 W (3) AirScale Dual RRH 4T4R B25/B66 (3) AirScale RRH 4T4R B30 100 W DC9-48-60-24-8C-EV(3) 14' EEI T-FRAMES(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(3) AirScale Dual RRH 4T4R B12/B14 (3) AirScale RRH 4T4R B5 160 W (3) AirScale Dual RRH 4T4R B25/B66 (3) AirScale RRH 4T4R B30 100 W DC9-48-60-24-8C-EVPine Branches DESIGNED APPURTENANCE LOADING130 - 110126116110 - 901069690 - 7070 - 50 CMA-UBTULBULBHH/6517/17/21/21320W (AHLBA)(AHCA)320W (AHFIB)(AHNA)CMA-UBTULBULBHH/6517/17/21/21320W (AHLBA)(AHCA)320W (AHFIB)(AHNA)CMA-UBTULBULBHH/6517/17/21/21320W (AHLBA)(AHCA)320W (AHFIB)(AHNA)CMA-UBTULBULBHH/6517/17/21/21320W (AHLBA)(AHCA)320W (AHFIB)(AHNA) TYPE ELEVATION TYPE ELEVATION Pine Branches 130 - 110 (3) 14' EEI T-FRAMES 106 (2) 126 (2) 106 CMA-UBTULBULBHH/6517/17/21/21 CMA-UBTULBULBHH/6517/17/21/21 (2) AEQK+AEQU STACKED 126 (2) AEQK+AEQU STACKED 106 (2) 126 (2) 106 CMA-UBTULBULBHH/6517/17/21/21 CMA-UBTULBULBHH/6517/17/21/21 (2) AEQK+AEQU STACKED 126 (2) AEQK+AEQU STACKED 106 (2) 126 (2) 106 CMA-UBTULBULBHH/6517/17/21/21 CMA-UBTULBULBHH/6517/17/21/21 (2) AEQK+AEQU STACKED 126 (2) AEQK+AEQU STACKED 106 1 18 5.00 4.0 (3) AirScale Dual RRH 4T4R B12/B14 126 (3) AirScale Dual RRH 4T4R B12/B14 106 51.50 0.2500 320W (AHLBA) 320W (AHLBA) 22.000035.9645 (3) AirScale RRH 4T4R B5 160 W 126 (3) AirScale RRH 4T4R B5 160 W 106 (AHCA) (AHCA) (3) AirScale Dual RRH 4T4R B25/B66 126 (3) AirScale Dual RRH 4T4R B25/B66 106 320W (AHFIB) 320W (AHFIB) (3) AirScale RRH 4T4R B30 100 W 126 (3) AirScale RRH 4T4R B30 100 W 106 (AHNA) (AHNA) DC9-48-60-24-8C-EV 126 DC9-48-60-24-8C-EV 106 DC9-48-60-24-8C-EV 126 DC9-48-60-24-8C-EV 106 DC9-48-60-24-8C-EV 126 DC9-48-60-24-8C-EV 106 (3) 14' EEI T-FRAMES 126 (3) 14' EEI T-FRAMES 96 (2) 116 (2) 96 CMA-UBTULBULBHH/6517/17/21/21 CMA-UBTULBULBHH/6517/17/21/21 (2) AEQK+AEQU STACKED 116 (2) AEQK+AEQU STACKED 96 (2) 116 (2) 96 78.5 ft CMA-UBTULBULBHH/6517/17/21/21 CMA-UBTULBULBHH/6517/17/21/21 (2) AEQK+AEQU STACKED 116 (2) AEQK+AEQU STACKED 96 (2) 116 (2) 96 CMA-UBTULBULBHH/6517/17/21/21 CMA-UBTULBULBHH/6517/17/21/21 (2) AEQK+AEQU STACKED 116 (2) AEQK+AEQU STACKED 96 (3) AirScale Dual RRH 4T4R B12/B14 116 (3) AirScale Dual RRH 4T4R B12/B14 96 320W (AHLBA) 320W (AHLBA) (3) AirScale RRH 4T4R B5 160 W 116 (3) AirScale RRH 4T4R B5 160 W 96 (AHCA) (AHCA) (3) AirScale Dual RRH 4T4R B25/B66 116 (3) AirScale Dual RRH 4T4R B25/B66 96 320W (AHFIB) 320W (AHFIB) (3) AirScale RRH 4T4R B30 100 W 116 (3) AirScale RRH 4T4R B30 100 W 96 (AHNA) (AHNA) A572-65 6.50 DC9-48-60-24-8C-EV 116 DC9-48-60-24-8C-EV 96 50.00 DC9-48-60-24-8C-EV 116 DC9-48-60-24-8C-EV 96 2 18 8.3 0.3750 34.108747.6665 DC9-48-60-24-8C-EV 116 DC9-48-60-24-8C-EV 96 (3) 14' EEI T-FRAMES 116 Pine Branches 90 - 70 Pine Branches 110 - 90 Pine Branches 70 - 50 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-65 65 ksi 80 ksi 33.5 ft ALL REACTIONS ARE FACTORED AXIAL 88 K SHEAR MOMENT 40.00 8 K 768 kip-ft 3 18 9.6 0.4375 45.154056.0002 TORQUE 0 kip-ft 30 mph WIND - 1.0000 in ICE AXIAL 61 K SHEAR MOMENT 60 K 5683 kip-ft 0.0 ft TORQUE 2 kip-ft 21.9 REACTIONS - 98 mph WIND 01/31/2023 Firm License Number: 2202 VSE Project Number: U1408.546.231 Section Length (ft) Number of Sides Thickness (in) Socket Length (ft) Top Dia (in) Bot Dia (in) Grade Weight (K) Ehresmann Engineering Job: SN2975 SMOKEY POINT NORTH, WA - 113190_ 4400 W 31st St Project: 130 FT MONOPINE Yankton, SD 57078 Client: SMARTLINK Drawn by: EH App'd: Phone: (605) 665-7532 Code: TIA-222-H Date: 01/25/23 Scale: NTS FAX: (605) 665-9780 Path: Dwg No. E-1 Z:\EEI JOBS\11319 - SN2975 Smokey Point North, WA\113190\113190-Engineering\113190 - SN2975 Smokey Point North, WA - 130' Monopine.eri Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 1 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Snohomish County, Washington. Tower base elevation above sea level: 123.00 ft. Basic wind speed of 98 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.00 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50 Â°F. Deflections calculated using a wind speed of 60 mph. Weld together tower sections have slip joint connections.. Connections use galvanized A325 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications.. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards.. Welds are fabricated with ER80S-XXX electrodes.. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments - Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments - Diagonals Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification Use Clear Spans For Wind Area SR Leg Bolts Resist Compression âˆš Use Code Stress Ratios Use Clear Spans For KL/r âˆš All Leg Panels Have Same Allowable Use Code Safety Factors - Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice âˆš Bypass Mast Stability Checks Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients âˆš Include Angle Block Shear Check Use Special Wind Profile âˆš Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption âˆš Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg. Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 2 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 130.00-78.50 51.50 5.00 18 22.0000 35.9645 0.2500 1.0000 A572-65 (65 ksi) L2 78.50-33.50 50.00 6.50 18 34.1087 47.6665 0.3750 1.5000 A572-65 (65 ksi) L3 33.50-0.00 40.00 18 45.1540 56.0002 0.4375 1.7500 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q w w/t in in2 in4 in in in3 in4 in2 in L1 22.3008 17.2586 1031.4832 7.7212 11.1760 92.2945 2064.3237 8.6310 3.4320 13.728 36.4807 28.3395 4566.8643 12.6786 18.2700 249.9657 9139.7377 14.1724 5.8898 23.559 L2 35.9537 40.1516 5772.5601 11.9755 17.3272 333.1496 11552.7159 20.0796 5.3431 14.248 48.3440 56.2887 15904.6689 16.7885 24.2146 656.8221 31830.2656 28.1497 7.7293 20.611 L3 47.5728 62.0944 15686.4723 15.8744 22.9382 683.8574 31393.5853 31.0531 7.1771 16.405 56.7966 77.1557 30093.4732 19.7248 28.4481 1057.8378 60226.5441 38.5852 9.0860 20.768 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 in in in in L1 1 1.03 1.01 130.00-78.50 L2 78.50-33.50 1 1.03 1.01 L3 33.50-0.00 1 1.03 1.01 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 3 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Monopole Base Plate Data Base Plate Data Base plate is square Base plate is grouted Anchor bolt grade A615-75 Anchor bolt size 2.2500 in Number of bolts 20 Embedment length 72.0000 in f'c 4.500 ksi Grout space 4.5000 in Base plate grade A572-50 Base plate thickness 2.0000 in Bolt circle diameter 64.0000 in Outer diameter 71.0000 in Inner diameter 49.0000 in Base plate type Stiffened Plate Bolts per stiffener 1 Stiffener thickness 0.4375 in Stiffener height 18.0000 in Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total CAAA Weight or Shield From Type Number Leg Torque ft ft2/ft plf Calculation LDF7-50A (1-5/8 C No Yes Inside Pole 126.00 - 0.00 12 No Ice 0.00 0.82 FOAM) 1/2'' Ice 0.00 0.82 1'' Ice 0.00 0.82 Hybrid Cable C No Yes Inside Pole 126.00 - 0.00 8 No Ice 0.00 0.82 1/2'' Ice 0.00 0.82 1'' Ice 0.00 0.82 LDF7-50A (1-5/8 C No Yes Inside Pole 116.00 - 0.00 12 No Ice 0.00 0.82 FOAM) 1/2'' Ice 0.00 0.82 1'' Ice 0.00 0.82 Hybrid Cable C No Yes Inside Pole 116.00 - 0.00 8 No Ice 0.00 0.82 1/2'' Ice 0.00 0.82 1'' Ice 0.00 0.82 LDF7-50A (1-5/8 C No Yes Inside Pole 106.00 - 0.00 12 No Ice 0.00 0.82 FOAM) 1/2'' Ice 0.00 0.82 1'' Ice 0.00 0.82 Hybrid Cable C No Yes Inside Pole 106.00 - 0.00 8 No Ice 0.00 0.82 1/2'' Ice 0.00 0.82 1'' Ice 0.00 0.82 LDF7-50A (1-5/8 C No Yes Inside Pole 96.00 - 0.00 12 No Ice 0.00 0.82 FOAM) 1/2'' Ice 0.00 0.82 1'' Ice 0.00 0.82 Hybrid Cable C No Yes Inside Pole 96.00 - 0.00 8 No Ice 0.00 0.82 1/2'' Ice 0.00 0.82 1'' Ice 0.00 0.82 Feed Line/Linear Appurtenances Section Areas Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 4 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft ft2 ft2 ft2 ft2 K L1 130.00-78.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 2.13 L2 78.50-33.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 2.95 L3 33.50-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 2.20 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft2 ft2 ft2 ft2 K L1 130.00-78.50 A 1.120 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 2.13 L2 78.50-33.50 A 1.053 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 2.95 L3 33.50-0.00 A 0.934 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 2.20 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft Â° ft ft2 ft2 K ft ft (3) 14' EEI T-FRAMES A None 0.0000 126.00 No Ice 26.00 26.00 1.75 1/2'' Ice 37.80 37.80 1.98 1'' Ice 49.60 49.60 2.20 (2) A From Face 3.87 0.0000 126.00 No Ice 22.72 8.18 0.10 CMA-UBTULBULBHH/651 0.00 1/2'' Ice 23.39 8.77 0.22 7/17/21/21 0.00 1'' Ice 24.06 9.38 0.35 (2) AEQK+AEQU A From Face 3.87 0.0000 126.00 No Ice 8.97 5.31 0.20 STACKED 0.00 1/2'' Ice 9.39 5.69 0.26 0.00 1'' Ice 9.81 6.07 0.32 (2) B From Face 3.87 0.0000 126.00 No Ice 22.72 8.18 0.10 CMA-UBTULBULBHH/651 0.00 1/2'' Ice 23.39 8.77 0.22 7/17/21/21 0.00 1'' Ice 24.06 9.38 0.35 (2) AEQK+AEQU B From Face 3.87 0.0000 126.00 No Ice 8.97 5.31 0.20 STACKED 0.00 1/2'' Ice 9.39 5.69 0.26 0.00 1'' Ice 9.81 6.07 0.32 (2) C From Face 3.87 0.0000 126.00 No Ice 22.72 8.18 0.10 CMA-UBTULBULBHH/651 0.00 1/2'' Ice 23.39 8.77 0.22 7/17/21/21 0.00 1'' Ice 24.06 9.38 0.35 (2) AEQK+AEQU C From Face 3.87 0.0000 126.00 No Ice 8.97 5.31 0.20 STACKED 0.00 1/2'' Ice 9.39 5.69 0.26 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 5 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft Â° ft ft2 ft2 K ft ft 0.00 1'' Ice 9.81 6.07 0.32 (3) AirScale Dual RRH 4T4R A From Face 3.87 0.0000 126.00 No Ice 3.68 2.32 0.10 B12/B14 320W (AHLBA) 0.00 1/2'' Ice 3.93 2.52 0.13 0.00 1'' Ice 4.19 2.74 0.16 (3) AirScale RRH 4T4R B5 B From Face 3.87 0.0000 126.00 No Ice 1.29 0.72 0.04 160 W (AHCA) 0.00 1/2'' Ice 1.43 0.83 0.05 0.00 1'' Ice 1.58 0.96 0.06 (3) AirScale Dual RRH 4T4R C From Face 3.87 0.0000 126.00 No Ice 2.22 1.13 0.07 B25/B66 320W (AHFIB) 0.00 1/2'' Ice 2.41 1.28 0.08 0.00 1'' Ice 2.61 1.44 0.10 (3) AirScale RRH 4T4R B30 B From Face 3.87 0.0000 126.00 No Ice 1.79 1.01 0.04 100 W (AHNA) 0.00 1/2'' Ice 1.96 1.15 0.05 0.00 1'' Ice 2.13 1.29 0.07 DC9-48-60-24-8C-EV A From Face 3.87 0.0000 126.00 No Ice 1.56 4.78 0.03 0.00 1/2'' Ice 1.72 5.06 0.06 0.00 1'' Ice 1.89 5.35 0.10 DC9-48-60-24-8C-EV B From Face 3.87 0.0000 126.00 No Ice 1.56 4.78 0.03 0.00 1/2'' Ice 1.72 5.06 0.06 0.00 1'' Ice 1.89 5.35 0.10 DC9-48-60-24-8C-EV C From Face 3.87 0.0000 126.00 No Ice 1.56 4.78 0.03 0.00 1/2'' Ice 1.72 5.06 0.06 0.00 1'' Ice 1.89 5.35 0.10 (3) 14' EEI T-FRAMES A None 0.0000 116.00 No Ice 26.00 26.00 1.75 1/2'' Ice 37.80 37.80 1.98 1'' Ice 49.60 49.60 2.20 (2) A From Face 3.87 0.0000 116.00 No Ice 22.72 8.18 0.10 CMA-UBTULBULBHH/651 0.00 1/2'' Ice 23.39 8.77 0.22 7/17/21/21 0.00 1'' Ice 24.06 9.38 0.35 (2) AEQK+AEQU A From Face 3.87 0.0000 116.00 No Ice 8.97 5.31 0.20 STACKED 0.00 1/2'' Ice 9.39 5.69 0.26 0.00 1'' Ice 9.81 6.07 0.32 (2) B From Face 3.87 0.0000 116.00 No Ice 22.72 8.18 0.10 CMA-UBTULBULBHH/651 0.00 1/2'' Ice 23.39 8.77 0.22 7/17/21/21 0.00 1'' Ice 24.06 9.38 0.35 (2) AEQK+AEQU B From Face 3.87 0.0000 116.00 No Ice 8.97 5.31 0.20 STACKED 0.00 1/2'' Ice 9.39 5.69 0.26 0.00 1'' Ice 9.81 6.07 0.32 (2) C From Face 3.87 0.0000 116.00 No Ice 22.72 8.18 0.10 CMA-UBTULBULBHH/651 0.00 1/2'' Ice 23.39 8.77 0.22 7/17/21/21 0.00 1'' Ice 24.06 9.38 0.35 (2) AEQK+AEQU C From Face 3.87 0.0000 116.00 No Ice 8.97 5.31 0.20 STACKED 0.00 1/2'' Ice 9.39 5.69 0.26 0.00 1'' Ice 9.81 6.07 0.32 (3) AirScale Dual RRH 4T4R A From Face 3.87 0.0000 116.00 No Ice 3.68 2.32 0.10 B12/B14 320W (AHLBA) 0.00 1/2'' Ice 3.93 2.52 0.13 0.00 1'' Ice 4.19 2.74 0.16 (3) AirScale RRH 4T4R B5 B From Face 3.87 0.0000 116.00 No Ice 1.29 0.72 0.04 160 W (AHCA) 0.00 1/2'' Ice 1.43 0.83 0.05 0.00 1'' Ice 1.58 0.96 0.06 (3) AirScale Dual RRH 4T4R C From Face 3.87 0.0000 116.00 No Ice 2.22 1.13 0.07 B25/B66 320W (AHFIB) 0.00 1/2'' Ice 2.41 1.28 0.08 0.00 1'' Ice 2.61 1.44 0.10 (3) AirScale RRH 4T4R B30 B From Face 3.87 0.0000 116.00 No Ice 1.79 1.01 0.04 100 W (AHNA) 0.00 1/2'' Ice 1.96 1.15 0.05 0.00 1'' Ice 2.13 1.29 0.07 DC9-48-60-24-8C-EV A From Face 3.87 0.0000 116.00 No Ice 1.56 4.78 0.03 0.00 1/2'' Ice 1.72 5.06 0.06 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 6 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft Â° ft ft2 ft2 K ft ft 0.00 1'' Ice 1.89 5.35 0.10 DC9-48-60-24-8C-EV B From Face 3.87 0.0000 116.00 No Ice 1.56 4.78 0.03 0.00 1/2'' Ice 1.72 5.06 0.06 0.00 1'' Ice 1.89 5.35 0.10 DC9-48-60-24-8C-EV C From Face 3.87 0.0000 116.00 No Ice 1.56 4.78 0.03 0.00 1/2'' Ice 1.72 5.06 0.06 0.00 1'' Ice 1.89 5.35 0.10 Pine Branches C None 0.0000 70.00 - 50.00 No Ice 304.07 304.07 1.18 1/2'' Ice 354.07 354.07 1.68 1'' Ice 404.07 404.07 2.18 Pine Branches C None 0.0000 90.00 - 70.00 No Ice 243.91 243.91 0.94 1/2'' Ice 288.91 288.91 1.44 1'' Ice 333.91 333.91 1.94 Pine Branches C None 0.0000 110.00 - 90.00 No Ice 163.11 163.11 0.72 1/2'' Ice 203.11 203.11 1.22 1'' Ice 243.11 243.11 1.72 Pine Branches C None 0.0000 130.00 - 110.00 No Ice 192.28 192.28 0.82 1/2'' Ice 232.28 232.28 1.32 1'' Ice 272.28 272.28 1.82 (3) 14' EEI T-FRAMES A None 0.0000 106.00 No Ice 26.00 26.00 1.75 1/2'' Ice 37.80 37.80 1.98 1'' Ice 49.60 49.60 2.20 (2) A From Face 3.87 0.0000 106.00 No Ice 22.72 8.18 0.10 CMA-UBTULBULBHH/651 0.00 1/2'' Ice 23.39 8.77 0.22 7/17/21/21 0.00 1'' Ice 24.06 9.38 0.35 (2) AEQK+AEQU A From Face 3.87 0.0000 106.00 No Ice 8.97 5.31 0.20 STACKED 0.00 1/2'' Ice 9.39 5.69 0.26 0.00 1'' Ice 9.81 6.07 0.32 (2) B From Face 3.87 0.0000 106.00 No Ice 22.72 8.18 0.10 CMA-UBTULBULBHH/651 0.00 1/2'' Ice 23.39 8.77 0.22 7/17/21/21 0.00 1'' Ice 24.06 9.38 0.35 (2) AEQK+AEQU B From Face 3.87 0.0000 106.00 No Ice 8.97 5.31 0.20 STACKED 0.00 1/2'' Ice 9.39 5.69 0.26 0.00 1'' Ice 9.81 6.07 0.32 (2) C From Face 3.87 0.0000 106.00 No Ice 22.72 8.18 0.10 CMA-UBTULBULBHH/651 0.00 1/2'' Ice 23.39 8.77 0.22 7/17/21/21 0.00 1'' Ice 24.06 9.38 0.35 (2) AEQK+AEQU C From Face 3.87 0.0000 106.00 No Ice 8.97 5.31 0.20 STACKED 0.00 1/2'' Ice 9.39 5.69 0.26 0.00 1'' Ice 9.81 6.07 0.32 (3) AirScale Dual RRH 4T4R A From Face 3.87 0.0000 106.00 No Ice 3.68 2.32 0.10 B12/B14 320W (AHLBA) 0.00 1/2'' Ice 3.93 2.52 0.13 0.00 1'' Ice 4.19 2.74 0.16 (3) AirScale RRH 4T4R B5 B From Face 3.87 0.0000 106.00 No Ice 1.29 0.72 0.04 160 W (AHCA) 0.00 1/2'' Ice 1.43 0.83 0.05 0.00 1'' Ice 1.58 0.96 0.06 (3) AirScale Dual RRH 4T4R C From Face 3.87 0.0000 106.00 No Ice 2.22 1.13 0.07 B25/B66 320W (AHFIB) 0.00 1/2'' Ice 2.41 1.28 0.08 0.00 1'' Ice 2.61 1.44 0.10 (3) AirScale RRH 4T4R B30 B From Face 3.87 0.0000 106.00 No Ice 1.79 1.01 0.04 100 W (AHNA) 0.00 1/2'' Ice 1.96 1.15 0.05 0.00 1'' Ice 2.13 1.29 0.07 DC9-48-60-24-8C-EV A From Face 3.87 0.0000 106.00 No Ice 1.56 4.78 0.03 0.00 1/2'' Ice 1.72 5.06 0.06 0.00 1'' Ice 1.89 5.35 0.10 DC9-48-60-24-8C-EV B From Face 3.87 0.0000 106.00 No Ice 1.56 4.78 0.03 0.00 1/2'' Ice 1.72 5.06 0.06 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 7 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft Â° ft ft2 ft2 K ft ft 0.00 1'' Ice 1.89 5.35 0.10 DC9-48-60-24-8C-EV C From Face 3.87 0.0000 106.00 No Ice 1.56 4.78 0.03 0.00 1/2'' Ice 1.72 5.06 0.06 0.00 1'' Ice 1.89 5.35 0.10 (3) 14' EEI T-FRAMES A None 0.0000 96.00 No Ice 26.00 26.00 1.75 1/2'' Ice 37.80 37.80 1.98 1'' Ice 49.60 49.60 2.20 (2) A From Face 3.87 0.0000 96.00 No Ice 22.72 8.18 0.10 CMA-UBTULBULBHH/651 0.00 1/2'' Ice 23.39 8.77 0.22 7/17/21/21 0.00 1'' Ice 24.06 9.38 0.35 (2) AEQK+AEQU A From Face 3.87 0.0000 96.00 No Ice 8.97 5.31 0.20 STACKED 0.00 1/2'' Ice 9.39 5.69 0.26 0.00 1'' Ice 9.81 6.07 0.32 (2) B From Face 3.87 0.0000 96.00 No Ice 22.72 8.18 0.10 CMA-UBTULBULBHH/651 0.00 1/2'' Ice 23.39 8.77 0.22 7/17/21/21 0.00 1'' Ice 24.06 9.38 0.35 (2) AEQK+AEQU B From Face 3.87 0.0000 96.00 No Ice 8.97 5.31 0.20 STACKED 0.00 1/2'' Ice 9.39 5.69 0.26 0.00 1'' Ice 9.81 6.07 0.32 (2) C From Face 3.87 0.0000 96.00 No Ice 22.72 8.18 0.10 CMA-UBTULBULBHH/651 0.00 1/2'' Ice 23.39 8.77 0.22 7/17/21/21 0.00 1'' Ice 24.06 9.38 0.35 (2) AEQK+AEQU C From Face 3.87 0.0000 96.00 No Ice 8.97 5.31 0.20 STACKED 0.00 1/2'' Ice 9.39 5.69 0.26 0.00 1'' Ice 9.81 6.07 0.32 (3) AirScale Dual RRH 4T4R A From Face 3.87 0.0000 96.00 No Ice 3.68 2.32 0.10 B12/B14 320W (AHLBA) 0.00 1/2'' Ice 3.93 2.52 0.13 0.00 1'' Ice 4.19 2.74 0.16 (3) AirScale RRH 4T4R B5 B From Face 3.87 0.0000 96.00 No Ice 1.29 0.72 0.04 160 W (AHCA) 0.00 1/2'' Ice 1.43 0.83 0.05 0.00 1'' Ice 1.58 0.96 0.06 (3) AirScale Dual RRH 4T4R C From Face 3.87 0.0000 96.00 No Ice 2.22 1.13 0.07 B25/B66 320W (AHFIB) 0.00 1/2'' Ice 2.41 1.28 0.08 0.00 1'' Ice 2.61 1.44 0.10 (3) AirScale RRH 4T4R B30 B From Face 3.87 0.0000 96.00 No Ice 1.79 1.01 0.04 100 W (AHNA) 0.00 1/2'' Ice 1.96 1.15 0.05 0.00 1'' Ice 2.13 1.29 0.07 DC9-48-60-24-8C-EV A From Face 3.87 0.0000 96.00 No Ice 1.56 4.78 0.03 0.00 1/2'' Ice 1.72 5.06 0.06 0.00 1'' Ice 1.89 5.35 0.10 DC9-48-60-24-8C-EV B From Face 3.87 0.0000 96.00 No Ice 1.56 4.78 0.03 0.00 1/2'' Ice 1.72 5.06 0.06 0.00 1'' Ice 1.89 5.35 0.10 DC9-48-60-24-8C-EV C From Face 3.87 0.0000 96.00 No Ice 1.56 4.78 0.03 0.00 1/2'' Ice 1.72 5.06 0.06 0.00 1'' Ice 1.89 5.35 0.10 Tower Pressures - No Ice GH = 1.100 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 8 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Section z KZ qz AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 L1 102.51 1.272 30 126.135 A 0.000 129.919 129.919 100.00 0.000 0.000 130.00-78.50 B 0.000 129.919 100.00 0.000 0.000 C 0.000 129.919 100.00 0.000 0.000 L2 78.50-33.50 55.38 1.118 26 158.058 A 0.000 162.800 162.800 100.00 0.000 0.000 B 0.000 162.800 100.00 0.000 0.000 C 0.000 162.800 100.00 0.000 0.000 L3 33.50-0.00 16.70 0.868 21 145.682 A 0.000 150.053 150.053 100.00 0.000 0.000 B 0.000 150.053 100.00 0.000 0.000 C 0.000 150.053 100.00 0.000 0.000 Tower Pressure - With Ice GH = 1.100 Section z KZ qz tZ AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf in ft2 e ft2 ft2 ft2 ft2 ft2 L1 130.00-78.50 102.51 1.272 3 1.1200 135.749 A 0.000 139.821 139.821 100.00 0.000 0.000 B 0.000 139.821 100.00 0.000 0.000 C 0.000 139.821 100.00 0.000 0.000 L2 78.50-33.50 55.38 1.118 2 1.0531 166.458 A 0.000 171.452 171.452 100.00 0.000 0.000 B 0.000 171.452 100.00 0.000 0.000 C 0.000 171.452 100.00 0.000 0.000 L3 33.50-0.00 16.70 0.868 2 0.9342 151.562 A 0.000 156.109 156.109 100.00 0.000 0.000 B 0.000 156.109 100.00 0.000 0.000 C 0.000 156.109 100.00 0.000 0.000 Tower Pressure - Service GH = 1.100 Section z KZ qz AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 L1 102.51 1.272 10 126.135 A 0.000 129.919 129.919 100.00 0.000 0.000 130.00-78.50 B 0.000 129.919 100.00 0.000 0.000 C 0.000 129.919 100.00 0.000 0.000 L2 78.50-33.50 55.38 1.118 9 158.058 A 0.000 162.800 162.800 100.00 0.000 0.000 B 0.000 162.800 100.00 0.000 0.000 C 0.000 162.800 100.00 0.000 0.000 L3 33.50-0.00 16.70 0.868 7 145.682 A 0.000 150.053 150.053 100.00 0.000 0.000 B 0.000 150.053 100.00 0.000 0.000 C 0.000 150.053 100.00 0.000 0.000 Tower Forces - No Ice - Wind Normal To Face Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 9 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 2.13 4.04 A 1 0.73 30 1 1 129.919 3.08 59.81 C 130.00-78.50 B 1 0.73 1 1 129.919 C 1 0.73 1 1 129.919 L2 2.95 8.29 A 1 0.73 26 1 1 162.800 3.38 75.09 C 78.50-33.50 B 1 0.73 1 1 162.800 C 1 0.73 1 1 162.800 L3 33.50-0.00 2.20 9.57 A 1 0.73 21 1 1 150.053 2.51 74.90 C B 1 0.73 1 1 150.053 C 1 0.73 1 1 150.053 Sum Weight: 7.28 21.89 OTM 544.81 8.97 kip-ft Tower Forces - No Ice - Wind 60 To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 2.13 4.04 A 1 0.73 30 1 1 129.919 3.08 59.81 C 130.00-78.50 B 1 0.73 1 1 129.919 C 1 0.73 1 1 129.919 L2 2.95 8.29 A 1 0.73 26 1 1 162.800 3.38 75.09 C 78.50-33.50 B 1 0.73 1 1 162.800 C 1 0.73 1 1 162.800 L3 33.50-0.00 2.20 9.57 A 1 0.73 21 1 1 150.053 2.51 74.90 C B 1 0.73 1 1 150.053 C 1 0.73 1 1 150.053 Sum Weight: 7.28 21.89 OTM 544.81 8.97 kip-ft Tower Forces - No Ice - Wind 90 To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 2.13 4.04 A 1 0.73 30 1 1 129.919 3.08 59.81 C 130.00-78.50 B 1 0.73 1 1 129.919 C 1 0.73 1 1 129.919 L2 2.95 8.29 A 1 0.73 26 1 1 162.800 3.38 75.09 C 78.50-33.50 B 1 0.73 1 1 162.800 C 1 0.73 1 1 162.800 L3 33.50-0.00 2.20 9.57 A 1 0.73 21 1 1 150.053 2.51 74.90 C B 1 0.73 1 1 150.053 C 1 0.73 1 1 150.053 Sum Weight: 7.28 21.89 OTM 544.81 8.97 kip-ft Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 10 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Tower Forces - With Ice - Wind Normal To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 2.13 6.18 A 1 1.2 3 1 1 139.821 0.51 9.92 C 130.00-78.50 B 1 1.2 1 1 139.821 C 1 1.2 1 1 139.821 L2 2.95 10.78 A 1 1.2 2 1 1 170.935 0.55 12.15 C 78.50-33.50 B 1 1.2 1 1 170.935 C 1 1.2 1 1 170.935 L3 33.50-0.00 2.20 11.60 A 1 1.2 2 1 1 155.425 0.40 11.95 C B 1 1.2 1 1 155.425 C 1 1.2 1 1 155.425 Sum Weight: 7.28 28.55 OTM 89.30 1.46 kip-ft Tower Forces - With Ice - Wind 60 To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 2.13 6.18 A 1 1.2 3 1 1 139.821 0.51 9.92 C 130.00-78.50 B 1 1.2 1 1 139.821 C 1 1.2 1 1 139.821 L2 2.95 10.78 A 1 1.2 2 1 1 170.935 0.55 12.15 C 78.50-33.50 B 1 1.2 1 1 170.935 C 1 1.2 1 1 170.935 L3 33.50-0.00 2.20 11.60 A 1 1.2 2 1 1 155.425 0.40 11.95 C B 1 1.2 1 1 155.425 C 1 1.2 1 1 155.425 Sum Weight: 7.28 28.55 OTM 89.30 1.46 kip-ft Tower Forces - With Ice - Wind 90 To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 2.13 6.18 A 1 1.2 3 1 1 139.821 0.51 9.92 C 130.00-78.50 B 1 1.2 1 1 139.821 C 1 1.2 1 1 139.821 L2 2.95 10.78 A 1 1.2 2 1 1 170.935 0.55 12.15 C 78.50-33.50 B 1 1.2 1 1 170.935 C 1 1.2 1 1 170.935 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 11 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L3 33.50-0.00 2.20 11.60 A 1 1.2 2 1 1 155.425 0.40 11.95 C B 1 1.2 1 1 155.425 C 1 1.2 1 1 155.425 Sum Weight: 7.28 28.55 OTM 89.30 1.46 kip-ft Tower Forces - Service - Wind Normal To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 2.13 4.04 A 1 0.73 10 1 1 129.919 1.03 20.06 C 130.00-78.50 B 1 0.73 1 1 129.919 C 1 0.73 1 1 129.919 L2 2.95 8.29 A 1 0.73 9 1 1 162.800 1.13 25.19 C 78.50-33.50 B 1 0.73 1 1 162.800 C 1 0.73 1 1 162.800 L3 33.50-0.00 2.20 9.57 A 1 0.73 7 1 1 150.053 0.84 25.12 C B 1 0.73 1 1 150.053 C 1 0.73 1 1 150.053 Sum Weight: 7.28 21.89 OTM 182.72 3.01 kip-ft Tower Forces - Service - Wind 60 To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 2.13 4.04 A 1 0.73 10 1 1 129.919 1.03 20.06 C 130.00-78.50 B 1 0.73 1 1 129.919 C 1 0.73 1 1 129.919 L2 2.95 8.29 A 1 0.73 9 1 1 162.800 1.13 25.19 C 78.50-33.50 B 1 0.73 1 1 162.800 C 1 0.73 1 1 162.800 L3 33.50-0.00 2.20 9.57 A 1 0.73 7 1 1 150.053 0.84 25.12 C B 1 0.73 1 1 150.053 C 1 0.73 1 1 150.053 Sum Weight: 7.28 21.89 OTM 182.72 3.01 kip-ft Tower Forces - Service - Wind 90 To Face Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 12 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 2.13 4.04 A 1 0.73 10 1 1 129.919 1.03 20.06 C 130.00-78.50 B 1 0.73 1 1 129.919 C 1 0.73 1 1 129.919 L2 2.95 8.29 A 1 0.73 9 1 1 162.800 1.13 25.19 C 78.50-33.50 B 1 0.73 1 1 162.800 C 1 0.73 1 1 162.800 L3 33.50-0.00 2.20 9.57 A 1 0.73 7 1 1 150.053 0.84 25.12 C B 1 0.73 1 1 150.053 C 1 0.73 1 1 150.053 Sum Weight: 7.28 21.89 OTM 182.72 3.01 kip-ft Force Totals Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments, Mx Moments, Mz K K K kip-ft kip-ft kip-ft Leg Weight 21.89 Bracing Weight 0.00 Total Member Self-Weight 21.89 -1.20 1.04 Total Weight 50.40 -1.20 1.04 Wind 0 deg - No Ice -0.00 -59.96 -5468.95 1.42 -0.80 Wind 30 deg - No Ice 30.02 -51.93 -4736.22 -2737.22 -1.40 Wind 60 deg - No Ice 52.00 -29.98 -2734.74 -4742.15 -1.63 Wind 90 deg - No Ice 60.05 0.00 -0.82 -5476.15 -1.42 Wind 120 deg - No Ice 52.01 29.99 2733.01 -4742.53 -0.83 Wind 150 deg - No Ice 30.03 51.93 4734.20 -2737.89 -0.02 Wind 180 deg - No Ice 0.00 59.96 5466.55 0.66 0.80 Wind 210 deg - No Ice -30.02 51.93 4733.82 2739.30 1.40 Wind 240 deg - No Ice -52.00 29.98 2732.34 4744.23 1.63 Wind 270 deg - No Ice -60.05 -0.00 -1.58 5478.23 1.42 Wind 300 deg - No Ice -52.01 -29.99 -2735.41 4744.61 0.83 Wind 330 deg - No Ice -30.03 -51.93 -4736.60 2739.96 0.02 Member Ice 6.66 Total Weight Ice 77.06 -3.06 1.61 Wind 0 deg - Ice 0.00 -7.97 -720.22 1.59 -0.06 Wind 30 deg - Ice 3.99 -6.90 -624.15 -357.47 -0.13 Wind 60 deg - Ice 6.91 -3.99 -361.66 -620.31 -0.17 Wind 90 deg - Ice 7.98 -0.00 -3.08 -716.51 -0.16 Wind 120 deg - Ice 6.91 3.99 355.50 -620.29 -0.11 Wind 150 deg - Ice 3.99 6.90 618.01 -357.43 -0.03 Wind 180 deg - Ice -0.00 7.97 714.10 1.63 0.06 Wind 210 deg - Ice -3.99 6.90 618.03 360.69 0.13 Wind 240 deg - Ice -6.91 3.99 355.54 623.53 0.17 Wind 270 deg - Ice -7.98 0.00 -3.04 719.73 0.16 Wind 300 deg - Ice -6.91 -3.99 -361.62 623.51 0.11 Wind 330 deg - Ice -3.99 -6.90 -624.13 360.65 0.03 Total Weight 50.40 -1.20 1.04 Wind 0 deg - Service -0.00 -20.11 -1835.01 1.17 -0.27 Wind 30 deg - Service 10.07 -17.42 -1589.26 -917.34 -0.47 Wind 60 deg - Service 17.44 -10.05 -917.99 -1589.76 -0.55 Wind 90 deg - Service 20.14 0.00 -1.07 -1835.94 -0.48 Wind 120 deg - Service 17.44 10.06 915.82 -1589.89 -0.28 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 13 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments, Mx Moments, Mz K K K kip-ft kip-ft kip-ft Wind 150 deg - Service 10.07 17.42 1586.99 -917.56 -0.01 Wind 180 deg - Service 0.00 20.11 1832.61 0.91 0.27 Wind 210 deg - Service -10.07 17.42 1586.86 919.42 0.47 Wind 240 deg - Service -17.44 10.05 915.59 1591.84 0.55 Wind 270 deg - Service -20.14 -0.00 -1.33 1838.01 0.48 Wind 300 deg - Service -17.44 -10.06 -918.22 1591.97 0.28 Wind 330 deg - Service -10.07 -17.42 -1589.39 919.64 0.01 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice 3 0.9 Dead+1.0 Wind 0 deg - No Ice 4 1.2 Dead+1.0 Wind 30 deg - No Ice 5 0.9 Dead+1.0 Wind 30 deg - No Ice 6 1.2 Dead+1.0 Wind 60 deg - No Ice 7 0.9 Dead+1.0 Wind 60 deg - No Ice 8 1.2 Dead+1.0 Wind 90 deg - No Ice 9 0.9 Dead+1.0 Wind 90 deg - No Ice 10 1.2 Dead+1.0 Wind 120 deg - No Ice 11 0.9 Dead+1.0 Wind 120 deg - No Ice 12 1.2 Dead+1.0 Wind 150 deg - No Ice 13 0.9 Dead+1.0 Wind 150 deg - No Ice 14 1.2 Dead+1.0 Wind 180 deg - No Ice 15 0.9 Dead+1.0 Wind 180 deg - No Ice 16 1.2 Dead+1.0 Wind 210 deg - No Ice 17 0.9 Dead+1.0 Wind 210 deg - No Ice 18 1.2 Dead+1.0 Wind 240 deg - No Ice 19 0.9 Dead+1.0 Wind 240 deg - No Ice 20 1.2 Dead+1.0 Wind 270 deg - No Ice 21 0.9 Dead+1.0 Wind 270 deg - No Ice 22 1.2 Dead+1.0 Wind 300 deg - No Ice 23 0.9 Dead+1.0 Wind 300 deg - No Ice 24 1.2 Dead+1.0 Wind 330 deg - No Ice 25 0.9 Dead+1.0 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 14 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Comb. Description No. 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip-ft kip-ft L1 130 - 78.5 Pole Max Tension 14 0.00 -0.00 0.00 Max. Compression 26 -50.00 1.95 3.55 Max. Mx 20 -26.60 1047.09 1.53 Max. My 2 -26.62 1.36 1044.81 Max. Vy 20 -40.35 1047.09 1.53 Max. Vx 2 -40.26 1.36 1044.81 Max. Torque 19 -1.61 L2 78.5 - 33.5 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -69.47 1.99 3.61 Max. Mx 20 -42.44 3302.31 1.78 Max. My 2 -42.44 1.58 3296.19 Max. Vy 20 -58.68 3302.31 1.78 Max. Vx 2 -58.59 1.58 3296.19 Max. Torque 19 -1.61 L3 33.5 - 0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -88.36 1.99 3.61 Max. Mx 20 -60.71 5682.83 1.93 Max. My 2 -60.71 1.73 5673.25 Max. Vy 20 -60.10 5682.83 1.93 Max. Vx 2 -60.02 1.73 5673.25 Max. Torque 19 -1.60 Maximum Reactions Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Comb. Pole Max. Vert 38 88.36 3.99 6.90 Max. Hx 20 60.76 60.05 0.00 Max. Hz 2 60.76 0.00 59.96 Max. Mx 2 5673.25 0.00 59.96 Max. Mz 8 5680.17 -60.05 -0.00 Max. Torsion 7 1.60 -52.00 29.98 Min. Vert 25 45.57 30.03 51.93 Min. Hx 8 60.76 -60.05 -0.00 Min. Hz 14 60.76 -0.00 -59.96 Min. Mx 14 -5670.17 -0.00 -59.96 Min. Mz 20 -5682.83 60.05 0.00 Min. Torsion 19 -1.60 52.00 -29.98 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 15 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Tower Mast Reaction Summary Load Vertical Shearx Shearz Overturning Overturning Torque Combination Moment, Mx Moment, Mz K K K kip-ft kip-ft kip-ft Dead Only 50.63 0.00 0.00 -1.22 1.05 0.00 1.2 Dead+1.0 Wind 0 deg - No 60.76 -0.00 -59.96 -5673.25 1.73 -0.78 Ice 0.9 Dead+1.0 Wind 0 deg - No 45.57 -0.00 -59.96 -5618.21 1.37 -0.79 Ice 1.2 Dead+1.0 Wind 30 deg - No 60.76 30.02 -51.93 -4913.20 -2839.10 -1.37 Ice 0.9 Dead+1.0 Wind 30 deg - No 45.57 30.02 -51.93 -4865.47 -2812.08 -1.38 Ice 1.2 Dead+1.0 Wind 60 deg - No 60.76 52.00 -29.98 -2837.04 -4918.82 -1.60 Ice 0.9 Dead+1.0 Wind 60 deg - No 45.57 52.00 -29.98 -2809.32 -4871.76 -1.60 Ice 1.2 Dead+1.0 Wind 90 deg - No 60.76 60.05 0.00 -1.14 -5680.17 -1.39 Ice 0.9 Dead+1.0 Wind 90 deg - No 45.57 60.05 0.00 -0.73 -5625.79 -1.39 Ice 1.2 Dead+1.0 Wind 120 deg - 60.76 52.01 29.99 2834.66 -4919.21 -0.81 No Ice 0.9 Dead+1.0 Wind 120 deg - 45.57 52.01 29.99 2807.74 -4872.15 -0.81 No Ice 1.2 Dead+1.0 Wind 150 deg - 60.76 30.03 51.93 4910.52 -2839.78 -0.02 No Ice 0.9 Dead+1.0 Wind 150 deg - 45.57 30.03 51.93 4863.60 -2812.76 -0.02 No Ice 1.2 Dead+1.0 Wind 180 deg - 60.76 0.00 59.96 5670.17 0.94 0.78 No Ice 0.9 Dead+1.0 Wind 180 deg - 45.57 0.00 59.96 5615.95 0.59 0.79 No Ice 1.2 Dead+1.0 Wind 210 deg - 60.76 -30.02 51.93 4910.12 2841.76 1.38 No Ice 0.9 Dead+1.0 Wind 210 deg - 45.57 -30.02 51.93 4863.21 2814.04 1.38 No Ice 1.2 Dead+1.0 Wind 240 deg - 60.76 -52.00 29.98 2833.97 4921.48 1.60 No Ice 0.9 Dead+1.0 Wind 240 deg - 45.57 -52.00 29.98 2807.06 4873.72 1.60 No Ice 1.2 Dead+1.0 Wind 270 deg - 60.76 -60.05 -0.00 -1.93 5682.83 1.39 No Ice 0.9 Dead+1.0 Wind 270 deg - 45.57 -60.05 -0.00 -1.52 5627.75 1.39 No Ice 1.2 Dead+1.0 Wind 300 deg - 60.76 -52.01 -29.99 -2837.73 4921.88 0.81 No Ice 0.9 Dead+1.0 Wind 300 deg - 45.57 -52.01 -29.99 -2810.00 4874.11 0.81 No Ice 1.2 Dead+1.0 Wind 330 deg - 60.76 -30.03 -51.93 -4913.59 2842.45 0.02 No Ice 0.9 Dead+1.0 Wind 330 deg - 45.57 -30.03 -51.93 -4865.86 2814.72 0.02 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 88.36 -0.00 -0.00 -3.61 1.99 -0.00 1.2 Dead+1.0 Wind 0 deg+1.0 88.36 0.00 -7.97 -767.72 2.05 -0.06 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 88.36 3.99 -6.90 -665.38 -380.43 -0.13 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 88.36 6.91 -3.99 -385.76 -660.42 -0.17 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 88.36 7.98 -0.00 -3.79 -762.90 -0.16 Ice+1.0 Temp Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 16 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Load Vertical Shearx Shearz Overturning Overturning Torque Combination Moment, Mx Moment, Mz K K K kip-ft kip-ft kip-ft 1.2 Dead+1.0 Wind 120 88.36 6.91 3.99 378.18 -660.40 -0.11 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 88.36 3.99 6.90 657.81 -380.39 -0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 88.36 -0.00 7.97 760.18 2.10 0.06 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 88.36 -3.99 6.90 657.84 384.58 0.13 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 88.36 -6.91 3.99 378.22 664.57 0.17 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 88.36 -7.98 0.00 -3.75 767.05 0.16 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 88.36 -6.91 -3.99 -385.72 664.55 0.11 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 88.36 -3.99 -6.90 -665.35 384.54 0.03 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg - Service 50.63 -0.00 -20.11 -1894.08 1.24 -0.27 Dead+Wind 30 deg - Service 50.63 10.07 -17.42 -1640.43 -946.82 -0.47 Dead+Wind 60 deg - Service 50.63 17.44 -10.05 -947.57 -1640.88 -0.54 Dead+Wind 90 deg - Service 50.63 20.14 0.00 -1.15 -1894.97 -0.47 Dead+Wind 120 deg - Service 50.63 17.44 10.06 945.24 -1641.01 -0.28 Dead+Wind 150 deg - Service 50.63 10.07 17.42 1638.00 -947.05 -0.01 Dead+Wind 180 deg - Service 50.63 0.00 20.11 1891.52 0.98 0.27 Dead+Wind 210 deg - Service 50.63 -10.07 17.42 1637.87 949.03 0.47 Dead+Wind 240 deg - Service 50.63 -17.44 10.05 945.01 1643.10 0.54 Dead+Wind 270 deg - Service 50.63 -20.14 -0.00 -1.41 1897.19 0.47 Dead+Wind 300 deg - Service 50.63 -17.44 -10.06 -947.80 1643.23 0.28 Dead+Wind 330 deg - Service 50.63 -10.07 -17.42 -1640.56 949.26 0.01 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 1 0.00 -50.63 0.00 0.00 50.63 0.00 0.000% 2 -0.00 -60.76 -59.96 0.00 60.76 59.96 0.000% 3 -0.00 -45.57 -59.96 0.00 45.57 59.96 0.000% 4 30.02 -60.76 -51.93 -30.02 60.76 51.93 0.000% 5 30.02 -45.57 -51.93 -30.02 45.57 51.93 0.000% 6 52.00 -60.76 -29.98 -52.00 60.76 29.98 0.000% 7 52.00 -45.57 -29.98 -52.00 45.57 29.98 0.000% 8 60.05 -60.76 0.00 -60.05 60.76 -0.00 0.000% 9 60.05 -45.57 0.00 -60.05 45.57 -0.00 0.000% 10 52.01 -60.76 29.99 -52.01 60.76 -29.99 0.000% 11 52.01 -45.57 29.99 -52.01 45.57 -29.99 0.000% 12 30.03 -60.76 51.93 -30.03 60.76 -51.93 0.000% 13 30.03 -45.57 51.93 -30.03 45.57 -51.93 0.000% 14 0.00 -60.76 59.96 -0.00 60.76 -59.96 0.000% 15 0.00 -45.57 59.96 -0.00 45.57 -59.96 0.000% 16 -30.02 -60.76 51.93 30.02 60.76 -51.93 0.000% 17 -30.02 -45.57 51.93 30.02 45.57 -51.93 0.000% 18 -52.00 -60.76 29.98 52.00 60.76 -29.98 0.000% 19 -52.00 -45.57 29.98 52.00 45.57 -29.98 0.000% 20 -60.05 -60.76 -0.00 60.05 60.76 0.00 0.000% 21 -60.05 -45.57 -0.00 60.05 45.57 0.00 0.000% 22 -52.01 -60.76 -29.99 52.01 60.76 29.99 0.000% 23 -52.01 -45.57 -29.99 52.01 45.57 29.99 0.000% 24 -30.03 -60.76 -51.93 30.03 60.76 51.93 0.000% Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 17 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 25 -30.03 -45.57 -51.93 30.03 45.57 51.93 0.000% 26 0.00 -88.36 0.00 0.00 88.36 0.00 0.000% 27 0.00 -88.36 -7.97 -0.00 88.36 7.97 0.000% 28 3.99 -88.36 -6.90 -3.99 88.36 6.90 0.000% 29 6.91 -88.36 -3.99 -6.91 88.36 3.99 0.000% 30 7.98 -88.36 -0.00 -7.98 88.36 0.00 0.000% 31 6.91 -88.36 3.99 -6.91 88.36 -3.99 0.000% 32 3.99 -88.36 6.90 -3.99 88.36 -6.90 0.000% 33 -0.00 -88.36 7.97 0.00 88.36 -7.97 0.000% 34 -3.99 -88.36 6.90 3.99 88.36 -6.90 0.000% 35 -6.91 -88.36 3.99 6.91 88.36 -3.99 0.000% 36 -7.98 -88.36 0.00 7.98 88.36 -0.00 0.000% 37 -6.91 -88.36 -3.99 6.91 88.36 3.99 0.000% 38 -3.99 -88.36 -6.90 3.99 88.36 6.90 0.000% 39 -0.00 -50.63 -20.11 0.00 50.63 20.11 0.000% 40 10.07 -50.63 -17.42 -10.07 50.63 17.42 0.000% 41 17.44 -50.63 -10.05 -17.44 50.63 10.05 0.000% 42 20.14 -50.63 0.00 -20.14 50.63 -0.00 0.000% 43 17.44 -50.63 10.06 -17.44 50.63 -10.06 0.000% 44 10.07 -50.63 17.42 -10.07 50.63 -17.42 0.000% 45 0.00 -50.63 20.11 -0.00 50.63 -20.11 0.000% 46 -10.07 -50.63 17.42 10.07 50.63 -17.42 0.000% 47 -17.44 -50.63 10.05 17.44 50.63 -10.05 0.000% 48 -20.14 -50.63 -0.00 20.14 50.63 0.00 0.000% 49 -17.44 -50.63 -10.06 17.44 50.63 10.06 0.000% 50 -10.07 -50.63 -17.42 10.07 50.63 17.42 0.000% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00029541 3 Yes 4 0.00000001 0.00013382 4 Yes 5 0.00000001 0.00056534 5 Yes 5 0.00000001 0.00023013 6 Yes 5 0.00000001 0.00058217 7 Yes 5 0.00000001 0.00023788 8 Yes 4 0.00000001 0.00038401 9 Yes 4 0.00000001 0.00019912 10 Yes 5 0.00000001 0.00056768 11 Yes 5 0.00000001 0.00023137 12 Yes 5 0.00000001 0.00057210 13 Yes 5 0.00000001 0.00023346 14 Yes 4 0.00000001 0.00029241 15 Yes 4 0.00000001 0.00013161 16 Yes 5 0.00000001 0.00058047 17 Yes 5 0.00000001 0.00023717 18 Yes 5 0.00000001 0.00056416 19 Yes 5 0.00000001 0.00022957 20 Yes 4 0.00000001 0.00038795 21 Yes 4 0.00000001 0.00020169 22 Yes 5 0.00000001 0.00057872 23 Yes 5 0.00000001 0.00023605 24 Yes 5 0.00000001 0.00057378 25 Yes 5 0.00000001 0.00023381 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 18 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 26 Yes 4 0.00000001 0.00001266 27 Yes 5 0.00000001 0.00009260 28 Yes 5 0.00000001 0.00009759 29 Yes 5 0.00000001 0.00009732 30 Yes 5 0.00000001 0.00009109 31 Yes 5 0.00000001 0.00009574 32 Yes 5 0.00000001 0.00009558 33 Yes 5 0.00000001 0.00009045 34 Yes 5 0.00000001 0.00009644 35 Yes 5 0.00000001 0.00009686 36 Yes 5 0.00000001 0.00009227 37 Yes 5 0.00000001 0.00009841 38 Yes 5 0.00000001 0.00009843 39 Yes 4 0.00000001 0.00006506 40 Yes 4 0.00000001 0.00065095 41 Yes 4 0.00000001 0.00069571 42 Yes 4 0.00000001 0.00007454 43 Yes 4 0.00000001 0.00065491 44 Yes 4 0.00000001 0.00066628 45 Yes 4 0.00000001 0.00006476 46 Yes 4 0.00000001 0.00069076 47 Yes 4 0.00000001 0.00064782 48 Yes 4 0.00000001 0.00007488 49 Yes 4 0.00000001 0.00068754 50 Yes 4 0.00000001 0.00067431 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. Â° Â° L1 130 - 78.5 32.630 49 2.1103 0.0032 L2 83.5 - 33.5 13.734 48 1.5610 0.0012 L3 40 - 0 3.110 48 0.7046 0.0003 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in Â° Â° ft 130.00 Pine Branches 49 32.630 2.1103 0.0032 26462 126.00 (3) 14' EEI T-FRAMES 49 30.875 2.0723 0.0030 26462 125.00 Pine Branches 49 30.437 2.0627 0.0030 26462 120.00 Pine Branches 49 28.254 2.0143 0.0027 13231 116.00 (3) 14' EEI T-FRAMES 49 26.524 1.9744 0.0026 9450 115.00 Pine Branches 49 26.094 1.9643 0.0025 8820 110.00 Pine Branches 49 23.969 1.9118 0.0023 6615 106.00 (3) 14' EEI T-FRAMES 49 22.300 1.8676 0.0021 5512 105.00 Pine Branches 49 21.889 1.8562 0.0021 5291 100.00 Pine Branches 49 19.865 1.7965 0.0018 4409 96.00 (3) 14' EEI T-FRAMES 49 18.295 1.7453 0.0017 3890 95.00 Pine Branches 49 17.910 1.7320 0.0016 3779 90.00 Pine Branches 48 16.034 1.6619 0.0014 3306 85.00 Pine Branches 48 14.250 1.5853 0.0013 2954 80.00 Pine Branches 48 12.567 1.5016 0.0011 2809 75.00 Pine Branches 48 10.991 1.4114 0.0010 2759 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 19 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in Â° Â° ft 70.00 Pine Branches 48 9.523 1.3158 0.0008 2712 65.00 Pine Branches 48 8.167 1.2163 0.0007 2666 60.00 Pine Branches 48 6.923 1.1142 0.0006 2622 55.00 Pine Branches 48 5.793 1.0106 0.0005 2579 50.00 Pine Branches 48 4.780 0.9070 0.0005 2538 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. Â° Â° L1 130 - 78.5 97.735 20 6.3245 0.0096 L2 83.5 - 33.5 41.160 20 4.6816 0.0036 L3 40 - 0 9.319 20 2.1123 0.0010 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in Â° Â° ft 130.00 Pine Branches 20 97.735 6.3245 0.0096 9003 126.00 (3) 14' EEI T-FRAMES 20 92.480 6.2109 0.0091 9003 125.00 Pine Branches 20 91.168 6.1824 0.0089 9003 120.00 Pine Branches 20 84.636 6.0379 0.0082 4500 116.00 (3) 14' EEI T-FRAMES 20 79.457 5.9189 0.0076 3213 115.00 Pine Branches 20 78.171 5.8885 0.0075 2999 110.00 Pine Branches 20 71.808 5.7319 0.0068 2248 106.00 (3) 14' EEI T-FRAMES 20 66.813 5.5997 0.0062 1872 105.00 Pine Branches 20 65.580 5.5655 0.0061 1797 100.00 Pine Branches 20 59.522 5.3871 0.0055 1496 96.00 (3) 14' EEI T-FRAMES 20 54.821 5.2339 0.0050 1319 95.00 Pine Branches 20 53.668 5.1940 0.0049 1281 90.00 Pine Branches 20 48.051 4.9840 0.0043 1119 85.00 Pine Branches 20 42.706 4.7546 0.0038 999 80.00 Pine Branches 20 37.664 4.5037 0.0033 949 75.00 Pine Branches 20 32.941 4.2331 0.0029 930 70.00 Pine Branches 20 28.544 3.9465 0.0025 913 65.00 Pine Branches 20 24.478 3.6479 0.0022 896 60.00 Pine Branches 20 20.749 3.3413 0.0019 880 55.00 Pine Branches 20 17.363 3.0305 0.0016 864 50.00 Pine Branches 20 14.325 2.7195 0.0014 849 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 20 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Base Plate Design Data Plate Number Anchor Bolt Actual Actual Actual Actual Controlling Ratio Thickness of Anchor Size Allowable Allowable Allowable Allowable Condition Bolts Ratio Ratio Ratio Ratio Bolt Bolt Plate Stiffener Tension Compression Stress Stress in in K K ksi ksi 2.0000 20 2.2500 210.07 216.14 35.178 36.886 Bolt T 0.86 243.58 404.34 45.000 45.000 0.86 0.53 0.78 0.82 Compression Checks Pole Design Data Section Elevation Size L Lu Kl/r A Pu ï¦Pn Ratio No. Pu ft ft ft in2 K K ï¦P n L1 130 - 78.5 (1) TP35.9645x22x0.25 51.50 0.00 0.0 27.2636 -26.60 1594.92 0.017 L2 78.5 - 33.5 (2) TP47.6665x34.1087x0.375 50.00 0.00 0.0 54.1909 -42.44 3170.17 0.013 L3 33.5 - 0 (3) TP56.0002x45.154x0.4375 40.00 0.00 0.0 77.1557 -60.71 4513.61 0.013 Pole Bending Design Data Section Elevation Size Mux ï¦Mnx Ratio Muy ï¦Mny Ratio No. Mux Muy ft kip-ft kip-ft ï¦Mnx kip-ft kip-ft ï¦Mny L1 130 - 78.5 (1) TP35.9645x22x0.25 1047.09 1279.79 0.818 0.00 1279.79 0.000 L2 78.5 - 33.5 (2) TP47.6665x34.1087x0.375 3302.31 3518.98 0.938 0.00 3518.98 0.000 L3 33.5 - 0 (3) TP56.0002x45.154x0.4375 5682.83 6024.81 0.943 0.00 6024.81 0.000 Pole Shear Design Data Section Elevation Size Actual ï¦Vn Ratio Actual ï¦Tn Ratio No. Vu Vu Tu Tu ft K K ï¦Vn kip-ft kip-ft ï¦Tn L1 130 - 78.5 (1) TP35.9645x22x0.25 40.35 478.48 0.084 1.40 1439.72 0.001 L2 78.5 - 33.5 (2) TP47.6665x34.1087x0.375 58.68 951.05 0.062 1.39 3792.03 0.000 L3 33.5 - 0 (3) TP56.0002x45.154x0.4375 60.10 1354.08 0.044 1.39 6588.83 0.000 Pole Interaction Design Data Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 21 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. Pu Mux Muy Vu Tu Stress Stress ft ï¦Pn ï¦Mnx ï¦Mny ï¦Vn ï¦Tn Ratio Ratio L1 130 - 78.5 (1) 0.017 0.818 0.000 0.084 0.001 0.842 1.000 4.8.2 L2 78.5 - 33.5 (2) 0.013 0.938 0.000 0.062 0.000 0.956 1.000 4.8.2 L3 33.5 - 0 (3) 0.013 0.943 0.000 0.044 0.000 0.959 1.000 4.8.2 Section Capacity Table Section Elevation Component Size Critical P Ã¸Pallow % Pass No. ft Type Element K K Capacity Fail L1 130 - 78.5 Pole TP35.9645x22x0.25 1 -26.60 1594.92 84.2 Pass L2 78.5 - 33.5 Pole TP47.6665x34.1087x0.375 2 -42.44 3170.17 95.6 Pass L3 33.5 - 0 Pole TP56.0002x45.154x0.4375 3 -60.71 4513.61 95.9 Pass Summary Pole (L3) 95.9 Pass Base Plate 86.2 Pass RATING = 95.9 Pass Program Version 8.1.1.0 - 6/3/2021 File:Z:/EEI JOBS/11319 - SN2975 Smokey Point North, WA/113190/113190-Engineering/113190 - SN2975 Smokey Point North, WA - 130' Monopine.eri TS Foundation - v 2.0.1.5 Foundation Analysis Program Licensed to: Ehresmann Engineering (c) 2007 - 2020 TowerSoft www.TSTower.com 4400 W 31st St, Yankton, SD 57078 ___________________________________________________________________________________________________ File: C:\Users\Foundation\Documents\TSFoundation Jobs\113190-SN2975 SMOKEY POINT NORTH, WA - PIER. Contract: 113190 Revision: 0 Project: PIER FOUNDATION Site: SMOKEY POINT NORTH, WA Date and Time: 1/30/2023 3:48:04 PM Engineer: EH CAISSON FOUNDATION ANALYSIS DESIGN VALUES FOR CONCRETE, STEEL AND SOIL PROPERTIES: Concrete Strength (F'c) : 4.50 (ksi) Steel Reinforcement Yield : 60.00 (ksi) Concrete Weight per Unit Volume : 140.06 (pcf) Soil Properties Layer Depth Density Submerged Rankine Allowable Net Cohesion Skin Skin Uplift Type # Density Passive Bearing of Soil Friction Friction Bearing of Pressure Pressure Download Uplift Pressure Soil (ft) (pcf) (pcf) (psf) (psf) (psf) (psf) (psf) 1 5.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 SAND 2 2.50 100.00 38.00 3.000 0.00 0.00 500.00 500.00 0.00 SAND 3 34.50 120.00 58.60 3.537 6400.00 0.00 700.00 700.00 6400.00 SAND Depth of water below grade : 7.00 (ft) Frost Depth : 0.83 (ft) Depth of top soil ignored for cohesion : 0.98 (ft) Extension of Caisson Above Grade : 0.50 (ft) Foundation Designed According to : ANSI/TIA-222-H Rebars : American LOADING FACTORED AS PER ANSI/TIA-222-H DOWNLOAD SHEAR MOMENT TOTAL LOADING (Kips) (Kips) (Kipsft) 61.00 60.00 5683.03 Load Case 1 - Maximum Moment and matching Axial and Shear ALLOWABLE SOIL BEARING PRESSURE (NET) : 6400.00 (psf) ULTIMATE SOIL BEARING PRESSURE (SAFETY FACTOR = 2.00) : 12800.00 (psf) FACTORED SOIL BEARING PRESSURE : 9600.00 (psf) SUPERSTRUCTURE : MONOPOLE CAISSON DIAMETER BELL BELL BELL ANGLE VOLUME DEPTH DIAMETER HEIGHT SLOPED HEIGHT (ft) (ft) (ft) (ft) (ft) (yd^3) 40.00 7.50 N/A N/A N/A 0.00 66.27 Min. Depth required for lateral pressure : 31.50 (ft) % LATERAL PRESSURE = 78.74% Download Capacity : 848.18 (Kips) % DOWNLOAD = 7.19% Center of Rotation (COR) below grade : 23.87 (ft) Maximum bending moment : 6075.84 (Kipsft) Depth below grade to maximum moment : 8.16 (ft) SHEAR FORCES AND MOMENTS ALONG CAISSON Depth below Grade Shear Force Moment (ft) (Kips) (Kipsft) 1.93 68.58 5715.49 5.04 68.58 5902.50 8.16 0.41 6075.84 9.64 -19.51 6051.92 12.75 -86.60 5882.16 15.87 -187.67 5457.32 18.99 -322.71 4671.49 22.10 -491.72 3418.79 25.22 -515.49 2438.54 28.34 -278.53 2096.44 31.50 0.00 0.00 TS Foundation - v 2.0.1.5 Foundation Analysis Program Licensed to: Ehresmann Engineering (c) 2007 - 2020 TowerSoft www.TSTower.com 4400 W 31st St, Yankton, SD 57078 ___________________________________________________________________________________________________ File: C:\Users\Foundation\Documents\TSFoundation Jobs\113190-SN2975 SMOKEY POINT NORTH, WA - PIER. Contract: 113190 Revision: 0 Project: PIER FOUNDATION Site: SMOKEY POINT NORTH, WA Date and Time: 1/30/2023 3:48:04 PM Engineer: EH COLUMN CAPACITY CAISSON REINFORCEMENT: 52-#9 PERCENTAGE: 0.82 % MINIMUM REINFORCEMENT IN COMPRESSION REQUIRED BY CODE: 0.50 % MAXIMUM DOWNLOAD: 129.35 (Kips) MAXIMUM MOMENT: 9005.45 (Kipsft) APPLIED MOMENT = 6075.84 (Kipsft) % COLUMN REINF. = 100 * 6075.84 / 9005.45 = 67.47% MAXIMUM PERCENTAGE UTILIZED = 78.74% DETAILS OF CALCULATION: CALCULATION OF DOWNLOAD CAPACITY Soil Bearing Capacity = Phi x BottomArea x SafetyFactor x AllowableBearingCapacity Soil Bearing Capacity = 0.75 x 44.179 x 2.00 x 6400.00 = 424.09 (Kips) Download resistance due to Skin Friction/Adhesion, Drf Layer # 2 PI x 2.50 x 7.50 x 500.00 = 29.45 (Kips) Layer # 3 PI x 32.50 x 7.50 x 700.00 = 536.00 (Kips) Sum of Skin Friction/Adhesion for entire shaft = 565.45 (Kips) Drf = Phi x SkinResistance = 0.75 x 565.45 = 424.09 (Kips) Total Download Capacity = 848.18 (Kips) Page 2 MOUNT ANALYSIS REPORT October 10, 2022 Site Name Smokey Point North Site Number SN2975 Infinigy Job Number 4106-A0001-B Client Smartlink Carrier AT&T 17306 Smokey Point Dr Arlington, WA 98223 Site Location Snohomish County 48.152944Â° N NAD83 122.187111Â° W NAD83 Structure Type Monopole Structure Height 130.0 ft Mount Type 12.7 ft Sector Frame Mount Elevation 127.0 ft AGL Structural Usage Ratio 39.3% Overall Result Pass The enclosed structural analysis has been performed in accordance with the 2018 IBC / 2018 Washington State Building Code based on an ultimate 3-second gust wind speed of 98 mph. The evaluation criteria and applicable standards are presented in the next section of this report. 10-10-22 structural@infinigy.com Mount Analysis Report October 10, 2022 CONTENTS 1. Introduction 2. Design/Analysis Parameters 3. Proposed Loading Configuration 4. Supporting Documentation 5. Results 6. Recommendations 7. Assumptions 8. Liability Waiver and Limitations 9. Calculations Page | 2 Mount Analysis Report October 10, 2022 1. INTRODUCTION Infinigy performed a structural analysis on the AT&T proposed telecommunication equipment supporting Sector Frame mounted to the existing structure located at the aforementioned address. All referenced supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site. The mount was analyzed using RISA-3D version 20.0.1 analysis software. 2. DESIGN/ANALYSIS PARAMETERS Wind Speed 98 mph (3-Second Gust) Wind Speed w/ ice 30 mph (3-Second Gust) w/ 1.0 ice Adopted Code 2018 IBC / 2018 Washington State Building Code Standard(s) TIA-222-H Risk Category II Exposure Category B Topographic Factor 1 Seismic Spectral Response Ss = 1.07 g / S1 = 0.382 g Live Load Wind Speed 30 mph Man Live Load at Mid/End Points 250 lbs Man Live Load at Mount Pipes 500 lbs Ground Elevation (HMSL) 123.46 ft 3. PROPOSED LOADING CONFIGURATION - 127.0 ft. AGL Sector Frame Centerline Qty. Appurtenance Manufacturers Appurtenance Models (ft) 129.8 3 Nokia AEQU 6 Cellmax CMA-UBTULBULBHH/6517/17/21/21 3 Nokia AHLBBA 3 Nokia AHFII 127.0 3 Nokia AHCA 3 Nokia AHNA 2 Raycap DC9-48-60-24-8C-EV 124.3 3 Nokia AEQK 4. SUPPORTING DOCUMENTATION Construction Drawings Infinigy Engineering dated September 21, 2022 AT&T Proposed Loading RFDS ID: 5104667 dated April 4, 2022 Page | 3 Mount Analysis Report October 10, 2022 5. RESULTS Components Capacity Pass/Fail Mount Pipe 23.7% Pass Horizontal 36.1% Pass Standoff 39.3% Pass Main Vertical Pipe 32.5% Pass Tieback 11.8% Pass Connection 11.9% Pass RATING = 39.3% Pass Notes: 1. See additional documentation in Appendix for calculations supporting the capacity consumed and detailed mount connection calculations. 2. Rating per TIA-222-H, Section 15.5 6. RECOMMENDATIONS Infinigy recommends installing AT&Tâ€™s proposed equipment loading configuration on the Sector Frame at 127.0 ft. The installation shall be performed in accordance with the construction documents issued for this site. Christopher H. Lee, MS, PE Engineering Manager | INFINIGY Page | 4 Mount Analysis Report October 10, 2022 7. ASSUMPTIONS The antenna mounting system was properly fabricated, installed and maintained in accordance with its original design and manufacturer's specifications. The configuration of antennas, mounts, and other appurtenances are as specified in the proposed loading configuration table. All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. The analysis will require revisions if the existing conditions in the field differ from those shown in the above-referenced documents or assumed in this analysis. No allowance was made for any damaged, missing, or rusted members. Steel grades have been assumed as follows, unless noted otherwise: Channel, Solid Round, Angle, Plate ASTM A529 GR 50 HSS (Rectangular) ASTM A500-B GR 46 HSS (Circular) ASTM A500-B GR 42 Pipe ASTM A500-C GR 46 Connection Bolts ASTM A307 U-Bolts ASTM A307 All bolted connections are pretensioned in accordance with Table 8.2 of the RCSC 2014 Standard. 8. LIABILITY WAIVER AND LIMITATIONS Our structural calculations are completed assuming all information provided to Infinigy is accurate and applicable to this site. For the purposes of calculations, we assume an overall structure condition as erected and all members and connections to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structureâ€™s condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report, Infinigy should be notified immediately to assess the impact on the results of this report. Our evaluation is completed using industry standard methods and procedures. The structural results, conclusions and recommendations contained in this report are proprietary and should not be used by others as their own. Infinigy is not responsible for decisions made by others that are or are not based on the stated assumptions and conclusions in this report. This report is an evaluation of the mount structure only and does not determine the adequacy of the supporting structure, other carrier mounts or cable mounting attachments. The analysis of these elements is outside the scope of this analysis, are assumed to be adequate for the purpose of this report and to have been installed per their manufacturer requirements. This document is not for construction purposes. Page | 5 Infinigy Engineering SN2975 Wireframe - 1 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Infinigy Engineering SN2975 Render - 2 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Infinigy Engineering SN2975 Shape - 3 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Infinigy Engineering SN2975 Section Set - 4 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Infinigy Engineering SN2975 Grade - 5 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Infinigy Engineering SN2975 Length - 6 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Program Inputs PROJECT INFORMATION CODE STANDARDS Infinigy Load Calculator V2.3.2 Site Name: Smokey Point North Building Code: 2018 IBC Carrier: AT&T TIA Standard: TIA-222-H Engineer: Chris Lee ASCE Standard: ASCE 7-16 SITE INFORMATION WIND AND ICE DATA Risk Category: II Ultimate Wind (Vult): 98 mph Exposure Category: C Design Wind (V): N/A mph Topo Factor Procedure: Method 1, Category 1 Ice Wind (Vice): 40 mph Site Class: D - Stiff Soil (Assumed) Base Ice Thickness (ti): 1 in Ground Elevation: 123.46 ft *Rev H Radial Ice Thickness (tiz): 1.144 in Flat Pressure: 61.896 psf MOUNT INFORMATION Round Pressure: 37.137 psf Mount Type: Sector Frame (Multiple) Ice Wind Pressure: 6.187 psf Num Sectors: 3 Centerline AGL: 127.00 ft SEISMIC DATA Tower Height AGL: 130.00 ft Short-Period Accel. (Ss): 1.070 g 1-Second Accel. (S1): 0.382 g Short-Period Design (SDS): 0.856 TOPOGRAPHIC DATA 1-Second Design (SD1): 0.488 Topo Feature: N/A Short-Period Coeff. (Fa): 1.200 Slope Distance: N/A ft 1-Second Coeff. (Fv): 1.918 Crest Distance: N/A ft Amplification Factor (As): 3.000 Crest Height: N/A ft Response Mod. Coeff. (R): 2.000 Seismic Importance (Ie): 1.000 FACTORS Seismic Response Co. (Cs): 0.428 Directionality Fact. (Kd): 0.950 Total App. Weight: 718.380 lb Ground Ele. Factor (Ke): 0.996 *Rev H Only Total Shear Force (Vs): 307.467 lb Rooftop Speed-Up (Ks): 1.000 *Rev H Only Hor. Seismic Load (Eh): 307.467 lb Topographic Factor (Kzt): 1.000 Vert. Seismic Load (Ev): 122.987 lb * Height Esc. Fact. (Kiz): 1.144 *For reference only. Per TIA rev H section 16.7, Ev is not applicable to mounts Gust Effect Factor (Gh): 1.000 Shielding Factor (Ka): 0.900 Velocity Pressure Co.(Kz): 1.331 (Mount Elev) SN2975_Smokey Point North 10/10/2022 Program Inputs ELEVATION VIEW PLAN VIEW Infinigy Load Calculator V2.3.2 MP4MP3 MP5 MP6MP2MP7 MP8 MP1MP9 APPURTENANCE INFORMATION 2 2 Member Appurtenance Name Elevation Qty. Height (in) Width (in) Depth (in) Weight (lbs) EPAN (ft ) EPAT (ft ) (Î± sector) NOKIA AEQU 129.8 3 29.50 17.70 9.50 99.21 4.35 2.39 MP3 CELLMAX TECHNOLOGIES CMA-UBTULBULBHH/6517/17/21/21127.0 3 96.50 27.20 7.70 121.00 22.72 8.18 MP1 CELLMAX TECHNOLOGIES CMA-UBTULBULBHH/6517/17/21/21127.0 3 96.50 27.20 7.70 121.00 22.72 8.18 MP2 NOKIA AEQK 124.3 3 29.53 17.72 9.53 99.21 4.36 2.40 MP3 NOKIA AHNA 127.0 3 16.83 12.76 8.18 43.00 1.79 1.15 R1 NOKIA AHCA 127.0 3 13.30 11.60 6.50 36.80 1.29 0.72 R1 NOKIA AHFII 127.0 3 25.20 13.46 4.57 70.55 2.83 1.07 R2 NOKIA AHLBBA 127.0 3 24.70 14.80 8.30 101.41 3.05 1.74 R2 RAYCAP DC9-48-60-24-8C-EV 127.0 2 31.40 10.24 18.28 26.20 2.74 4.78 M42 SN2975_Smokey Point North 10/10/2022 Infinigy Engineering SN2975 DL - 7 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Infinigy Engineering SN2975 Wind Z - 8 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Infinigy Engineering SN2975 Wind X - 9 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Infinigy Engineering SN2975 Ice Weight - 10 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Infinigy Engineering SN2975 Ice Wind Z - 11 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Infinigy Engineering SN2975 Ice Wind X - 12 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Infinigy Engineering SN2975 Seismic Z - 13 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Infinigy Engineering SN2975 Seismic X - 14 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Infinigy Engineering SN2975 Service/Maintenance Load - 15 CL Oct 10, 2022 4106-A0001-B SN2975_loaded.r3d Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Primary Data Label I Node J Node Section/Shape Type Design List Material Design Rule 1 M1 P15 P14 Standoff Beam None A500 GR.C Typical 2 M2 P16 P13 Standoff Beam None A500 GR.C Typical 3 M3 P18 P13 Standoff Beam None A500 GR.C Typical 4 M4 P17 P14 Standoff Beam None A500 GR.C Typical 5 M5 P3 P4 Horizontal Beam None A500 GR.C Typical 6 M6 P1 P2 Horizontal Beam None A500 GR.C Typical 7 MP3 P23 P19 Mount Pipe Beam None A500 GR.C Typical 8 MP2 P25 P21 Mount Pipe Beam None A500 GR.C Typical 9 MP1 P24 P20 Mount Pipe Beam None A500 GR.C Typical 10 M11 P27 N152 Tieback Beam None A500 GR.C Typical 11 M12 P29 P32 Main Pipe Beam None A500 GR.C Typical 12 M13 P15 N210 Brace Beam None A529 Gr. 50 Typical 13 M14 P17 N209 Brace Beam None A529 Gr. 50 Typical 14 M15 P33 P30 Standoff Vertical Beam None A500 GR.C Typical 15 M16 P34 P31 Standoff Vertical Beam None A500 GR.C Typical 16 M17 N36 P16 RIGID None None RIGID Typical 17 M18 N35 P15 RIGID None None RIGID Typical 18 M19 N38 P18 RIGID None None RIGID Typical 19 M20 N37 P17 RIGID None None RIGID Typical 20 M23 P6 N46 RIGID None None RIGID Typical 21 M24 P5 N47 RIGID None None RIGID Typical 22 M25 P9 N43 RIGID None None RIGID Typical 23 M26 P11 N49 RIGID None None RIGID Typical 24 M27 P8 N44 RIGID None None RIGID Typical 25 M28 P7 N48 RIGID None None RIGID Typical 26 M29 N50 N45 RIGID None None RIGID Typical 27 M30 N52 N51 RIGID None None RIGID Typical 28 M31 N55 N87 Horizontal Beam None A500 GR.C Typical 29 M32 N77 N59 Standoff Beam None A500 GR.C Typical 30 M34 N86 N83 RIGID None None RIGID Typical 31 M35 N85 N82 RIGID None None RIGID Typical 32 M36 N70 N208 Brace Beam None A529 Gr. 50 Typical 33 M37 N90 N73 RIGID None None RIGID Typical 34 M38 N81 N77 RIGID None None RIGID Typical 35 M39 N56 N95 RIGID None None RIGID Typical 36 M40 N80 N70 RIGID None None RIGID Typical 37 M41 N75 N57 Horizontal Beam None A500 GR.C Typical 38 M42 N67 N66 Main Pipe Beam None A500 GR.C Typical 39 M43 N79 N78 Standoff Vertical Beam None A500 GR.C Typical 40 M44 N70 N76 Standoff Beam None A500 GR.C Typical 41 M45 N84 N61 Standoff Vertical Beam None A500 GR.C Typical 42 M46 N82 N207 Brace Beam None A529 Gr. 50 Typical 43 M47 N82 N76 Standoff Beam None A500 GR.C Typical 44 M48 N83 N59 Standoff Beam None A500 GR.C Typical 45 MP9 N63 N72 Mount Pipe Beam None A500 GR.C Typical 46 MP7 N91 N60 Mount Pipe Beam None A500 GR.C Typical 47 MP8 N94 N93 Mount Pipe Beam None A500 GR.C Typical 48 M52 N88 N97 RIGID None None RIGID Typical 49 M53 N89 N74 RIGID None None RIGID Typical 50 M54 N54 N53 RIGID None None RIGID Typical 51 M55 N92 N96 RIGID None None RIGID Typical 52 M56 N98 N62 RIGID None None RIGID Typical 53 M57 N71 N69 RIGID None None RIGID Typical 54 M58 N101 N133 Horizontal Beam None A500 GR.C Typical 55 M59 N123 N105 Standoff Beam None A500 GR.C Typical RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 1 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Primary Data (Continued) Label I Node J Node Section/Shape Type Design List Material Design Rule 56 M61 N132 N129 RIGID None None RIGID Typical 57 M62 N131 N128 RIGID None None RIGID Typical 58 M63 N116 N206 Brace Beam None A529 Gr. 50 Typical 59 M64 N136 N119 RIGID None None RIGID Typical 60 M65 N127 N123 RIGID None None RIGID Typical 61 M66 N102 N141 RIGID None None RIGID Typical 62 M67 N126 N116 RIGID None None RIGID Typical 63 M68 N121 N103 Horizontal Beam None A500 GR.C Typical 64 M69 N113 N112 Main Pipe Beam None A500 GR.C Typical 65 M70 N125 N124 Standoff Vertical Beam None A500 GR.C Typical 66 M71 N116 N122 Standoff Beam None A500 GR.C Typical 67 M72 N130 N107 Standoff Vertical Beam None A500 GR.C Typical 68 M73 N128 N205 Brace Beam None A529 Gr. 50 Typical 69 M74 N128 N122 Standoff Beam None A500 GR.C Typical 70 M75 N129 N105 Standoff Beam None A500 GR.C Typical 71 MP6 N109 N118 Mount Pipe Beam None A500 GR.C Typical 72 MP4 N137 N106 Mount Pipe Beam None A500 GR.C Typical 73 MP5 N140 N139 Mount Pipe Beam None A500 GR.C Typical 74 M79 N134 N143 RIGID None None RIGID Typical 75 M80 N135 N120 RIGID None None RIGID Typical 76 M81 N100 N99 RIGID None None RIGID Typical 77 M82 N138 N142 RIGID None None RIGID Typical 78 M83 N144 N108 RIGID None None RIGID Typical 79 M84 N117 N115 RIGID None None RIGID Typical 80 M85 N148 N147 RIGID None None RIGID Typical 81 M86 N150 P27 RIGID None None RIGID Typical 82 M87 N151 N146 RIGID None None RIGID Typical 83 M88 N152 N145 RIGID None None RIGID Typical 84 M89 N153 N148 Tieback Beam None A500 GR.C Typical 85 M90 N154 N153 RIGID None None RIGID Typical 86 M91 N155 N151 Tieback Beam None A500 GR.C Typical 87 M92 N156 N155 RIGID None None RIGID Typical 88 M93 N173 N175 Mount Pipe Beam None A500 GR.C Typical 89 M94 N174 N176 Mount Pipe Beam None A500 GR.C Typical 90 M95 N169 N168 RIGID None None RIGID Typical 91 M96 N170 N162 RIGID None None RIGID Typical 92 M97 N171 N161 RIGID None None RIGID Typical 93 M98 N172 N167 RIGID None None RIGID Typical 94 R2 N179 N177 RIGID None None RIGID Typical 95 R1 N180 N178 RIGID None None RIGID Typical 96 M101 N181 N165 RIGID None None RIGID Typical 97 M102 N182 N183 Mount Pipe Beam None A500 GR.C Typical 98 M103 N184 N185 Mount Pipe Beam None A500 GR.C Typical 99 M104 N186 N166 RIGID None None RIGID Typical 100 M105 N187 N160 RIGID None None RIGID Typical 101 M106 N188 N159 RIGID None None RIGID Typical 102 R6 N189 N190 RIGID None None RIGID Typical 103 R5 N191 N192 RIGID None None RIGID Typical 104 M109 N193 N163 RIGID None None RIGID Typical 105 M110 N194 N195 Mount Pipe Beam None A500 GR.C Typical 106 M111 N196 N197 Mount Pipe Beam None A500 GR.C Typical 107 M112 N198 N164 RIGID None None RIGID Typical 108 M113 N199 N158 RIGID None None RIGID Typical 109 M114 N200 N157 RIGID None None RIGID Typical 110 R4 N201 N202 RIGID None None RIGID Typical RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 2 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Primary Data (Continued) Label I Node J Node Section/Shape Type Design List Material Design Rule 111 R3 N203 N204 RIGID None None RIGID Typical Member Advanced Data Label I Release J Release Physical Deflection Ratio Options Seismic DR 1 M1 Yes Default None 2 M2 Yes Default None 3 M3 Yes Default None 4 M4 Yes Default None 5 M5 Yes Default None 6 M6 Yes Default None 7 MP3 Yes Default None 8 MP2 Yes Default None 9 MP1 Yes Default None 10 M11 BenPIN Yes Default None 11 M12 Yes Default None 12 M13 BenPIN BenPIN Yes Default None 13 M14 BenPIN BenPIN Yes Default None 14 M15 Yes Default None 15 M16 Yes Default None 16 M17 Yes ** NA ** None 17 M18 Yes ** NA ** None 18 M19 Yes ** NA ** None 19 M20 Yes ** NA ** None 20 M23 Yes ** NA ** None 21 M24 Yes ** NA ** None 22 M25 Yes ** NA ** None 23 M26 Yes ** NA ** None 24 M27 Yes ** NA ** None 25 M28 Yes ** NA ** None 26 M29 Yes ** NA ** None 27 M30 Yes ** NA ** None 28 M31 Yes Default None 29 M32 Yes Default None 30 M34 Yes ** NA ** None 31 M35 Yes ** NA ** None 32 M36 BenPIN BenPIN Yes Default None 33 M37 Yes ** NA ** None 34 M38 Yes ** NA ** None 35 M39 Yes ** NA ** None 36 M40 Yes ** NA ** None 37 M41 Yes Default None 38 M42 Yes Default None 39 M43 Yes Default None 40 M44 Yes Default None 41 M45 Yes Default None 42 M46 BenPIN BenPIN Yes Default None 43 M47 Yes Default None 44 M48 Yes Default None 45 MP9 Yes Default None 46 MP7 Yes Default None 47 MP8 Yes Default None 48 M52 Yes ** NA ** None 49 M53 Yes ** NA ** None 50 M54 Yes ** NA ** None 51 M55 Yes ** NA ** None RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 3 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Advanced Data (Continued) Label I Release J Release Physical Deflection Ratio Options Seismic DR 52 M56 Yes ** NA ** None 53 M57 Yes ** NA ** None 54 M58 Yes Default None 55 M59 Yes Default None 56 M61 Yes ** NA ** None 57 M62 Yes ** NA ** None 58 M63 BenPIN BenPIN Yes Default None 59 M64 Yes ** NA ** None 60 M65 Yes ** NA ** None 61 M66 Yes ** NA ** None 62 M67 Yes ** NA ** None 63 M68 Yes Default None 64 M69 Yes Default None 65 M70 Yes Default None 66 M71 Yes Default None 67 M72 Yes Default None 68 M73 BenPIN BenPIN Yes Default None 69 M74 Yes Default None 70 M75 Yes Default None 71 MP6 Yes Default None 72 MP4 Yes Default None 73 MP5 Yes Default None 74 M79 Yes ** NA ** None 75 M80 Yes ** NA ** None 76 M81 Yes ** NA ** None 77 M82 Yes ** NA ** None 78 M83 Yes ** NA ** None 79 M84 Yes ** NA ** None 80 M85 Yes ** NA ** None 81 M86 Yes ** NA ** None 82 M87 Yes ** NA ** None 83 M88 Yes ** NA ** None 84 M89 BenPIN Yes Default None 85 M90 Yes ** NA ** None 86 M91 BenPIN Yes Default None 87 M92 Yes ** NA ** None 88 M93 Yes Default None 89 M94 Yes Default None 90 M95 Yes ** NA ** None 91 M96 Yes ** NA ** None 92 M97 Yes ** NA ** None 93 M98 Yes ** NA ** None 94 R2 Yes ** NA ** None 95 R1 Yes ** NA ** None 96 M101 Yes ** NA ** None 97 M102 Yes Default None 98 M103 Yes Default None 99 M104 Yes ** NA ** None 100 M105 Yes ** NA ** None 101 M106 Yes ** NA ** None 102 R6 Yes ** NA ** None 103 R5 Yes ** NA ** None 104 M109 Yes ** NA ** None 105 M110 Yes Default None 106 M111 Yes Default None RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 4 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Advanced Data (Continued) Label I Release J Release Physical Deflection Ratio Options Seismic DR 107 M112 Yes ** NA ** None 108 M113 Yes ** NA ** None 109 M114 Yes ** NA ** None 110 R4 Yes ** NA ** None 111 R3 Yes ** NA ** None Node Boundary Conditions Node Label X [k/in] Y [k/in] Z [k/in] X Rot [k-ft/rad] Y Rot [k-ft/rad] Z Rot [k-ft/rad] 1 N45 Reaction Reaction Reaction Reaction Reaction Reaction 2 N51 Reaction Reaction Reaction Reaction Reaction Reaction 3 N62 Reaction Reaction Reaction Reaction Reaction Reaction 4 N69 Reaction Reaction Reaction Reaction Reaction Reaction 5 N108 Reaction Reaction Reaction Reaction Reaction Reaction 6 N115 Reaction Reaction Reaction Reaction Reaction Reaction Material Take-Off Material Size Pieces Length[in] Weight[K] 1 General Members 2 RIGID 60 198 0 3 Total General 60 198 0 4 5 Hot Rolled Steel 6 A500 GR.C PIPE_2.0 9 522.1 0.151 7 A500 GR.C PIPE_2.5 33 2642.1 1.206 8 A500 GR.C PIPE_4.0 3 137.3 0.115 9 A529 Gr. 50 SR3/4 6 363.1 0.045 10 Total HR Steel 51 3664.6 1.518 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design RuleArea [inÂ²] Iyy [inâ´] Izz [inâ´] J [inâ´] 1 Mount Pipe PIPE_2.5 Beam None A500 GR.C Typical 1.61 1.45 1.45 2.89 2 Horizontal PIPE_2.5 Beam None A500 GR.C Typical 1.61 1.45 1.45 2.89 3 Standoff PIPE_2.5 Beam None A500 GR.C Typical 1.61 1.45 1.45 2.89 4 Standoff Vertical PIPE_2.0 Beam None A500 GR.C Typical 1.02 0.627 0.627 1.25 5 Main Pipe PIPE_4.0 Beam None A500 GR.C Typical 2.96 6.82 6.82 13.6 6 Brace SR3/4 Beam None A529 Gr. 50 Typical 0.442 0.016 0.016 0.031 7 Tieback PIPE_2.0 Beam None A500 GR.C Typical 1.02 0.627 0.627 1.25 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rule Area [inÂ²] Iyy [inâ´] Izz [inâ´] J [inâ´] 1 CF1 8CU1.25X057 Beam None A653 SS Gr33 Typical 0.581 0.057 4.41 0.00063 Wood Section Sets Label Shape Type Design List Material Design Rule Area [inÂ²] Iyy [inâ´] Izz [inâ´] J [inâ´] 1 WOOD1 2X6 Beam None DF Typical 8.25 1.547 20.797 5.125 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 5 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Nodal Point Distributed 1 Self Weight DL -1 38 2 Wind Load AZI 0 WLZ 76 3 Wind Load AZI 30 None 76 4 Wind Load AZI 60 None 76 5 Wind Load AZI 90 WLX 76 6 Wind Load AZI 120 None 76 7 Wind Load AZI 150 None 76 8 Wind Load AZI 180 None 76 9 Wind Load AZI 210 None 76 10 Wind Load AZI 240 None 76 11 Wind Load AZI 270 None 76 12 Wind Load AZI 300 None 76 13 Wind Load AZI 330 None 76 14 Distr. Wind Load Z WLZ 111 15 Distr. Wind Load X WLX 111 16 Ice Weight OL1 38 111 17 Ice Wind Load AZI 0 OL2 76 18 Ice Wind Load AZI 30 None 76 19 Ice Wind Load AZI 60 None 76 20 Ice Wind Load AZI 90 OL3 76 21 Ice Wind Load AZI 120 None 76 22 Ice Wind Load AZI 150 None 76 23 Ice Wind Load AZI 180 None 76 24 Ice Wind Load AZI 210 None 76 25 Ice Wind Load AZI 240 None 76 26 Ice Wind Load AZI 270 None 76 27 Ice Wind Load AZI 300 None 76 28 Ice Wind Load AZI 330 None 76 29 Distr. Ice Wind Load Z OL2 111 30 Distr. Ice Wind Load X OL3 111 31 Seismic Load Z ELZ -1.284 38 32 Seismic Load X ELX -1.284 38 33 Service Live Loads LL 34 Maintenance Load Lm1 LL 1 35 Maintenance Load Lm2 LL 1 36 Maintenance Load Lm3 LL 1 37 Maintenance Load Lm4 LL 1 38 Maintenance Load Lm5 LL 1 39 Maintenance Load Lm6 LL 1 40 Maintenance Load Lm7 LL 1 41 Maintenance Load Lm8 LL 1 42 Maintenance Load Lm9 LL 1 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1.4DL Yes Y 1 1.4 2 1.2DL + 1WL AZI 0 Yes Y 1 1.2 2 1 14 1 15 3 1.2DL + 1WL AZI 30 Yes Y 1 1.2 3 1 14 0.866 15 0.5 4 1.2DL + 1WL AZI 60 Yes Y 1 1.2 4 1 14 0.5 15 0.866 5 1.2DL + 1WL AZI 90 Yes Y 1 1.2 5 1 14 15 1 6 1.2DL + 1WL AZI 120 Yes Y 1 1.2 6 1 14 -0.5 15 0.866 7 1.2DL + 1WL AZI 150 Yes Y 1 1.2 7 1 14 -0.866 15 0.5 8 1.2DL + 1WL AZI 180 Yes Y 1 1.2 8 1 14 -1 15 9 1.2DL + 1WL AZI 210 Yes Y 1 1.2 9 1 14 -0.866 15 -0.5 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 6 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Load Combinations (Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 10 1.2DL + 1WL AZI 240 Yes Y 1 1.2 10 1 14 -0.5 15 -0.866 11 1.2DL + 1WL AZI 270 Yes Y 1 1.2 11 1 14 15 -1 12 1.2DL + 1WL AZI 300 Yes Y 1 1.2 12 1 14 0.5 15 -0.866 13 1.2DL + 1WL AZI 330 Yes Y 1 1.2 13 1 14 0.866 15 -0.5 14 0.9DL + 1WL AZI 0 Yes Y 1 0.9 2 1 14 1 15 15 0.9DL + 1WL AZI 30 Yes Y 1 0.9 3 1 14 0.866 15 0.5 16 0.9DL + 1WL AZI 60 Yes Y 1 0.9 4 1 14 0.5 15 0.866 17 0.9DL + 1WL AZI 90 Yes Y 1 0.9 5 1 14 15 1 18 0.9DL + 1WL AZI 120 Yes Y 1 0.9 6 1 14 -0.5 15 0.866 19 0.9DL + 1WL AZI 150 Yes Y 1 0.9 7 1 14 -0.866 15 0.5 20 0.9DL + 1WL AZI 180 Yes Y 1 0.9 8 1 14 -1 15 21 0.9DL + 1WL AZI 210 Yes Y 1 0.9 9 1 14 -0.866 15 -0.5 22 0.9DL + 1WL AZI 240 Yes Y 1 0.9 10 1 14 -0.5 15 -0.866 23 0.9DL + 1WL AZI 270 Yes Y 1 0.9 11 1 14 15 -1 24 0.9DL + 1WL AZI 300 Yes Y 1 0.9 12 1 14 0.5 15 -0.866 25 0.9DL + 1WL AZI 330 Yes Y 1 0.9 13 1 14 0.866 15 -0.5 26 1.2D + 1.0Di Yes Y 1 1.2 16 1 27 1.2D + 1.0Di +1.0Wi AZI 0 Yes Y 1 1.2 16 1 17 1 29 1 30 28 1.2D + 1.0Di +1.0Wi AZI 30 Yes Y 1 1.2 16 1 18 1 29 0.866 30 0.5 29 1.2D + 1.0Di +1.0Wi AZI 60 Yes Y 1 1.2 16 1 19 1 29 0.5 30 0.866 30 1.2D + 1.0Di +1.0Wi AZI 90 Yes Y 1 1.2 16 1 20 1 29 30 1 31 1.2D + 1.0Di +1.0Wi AZI 120 Yes Y 1 1.2 16 1 21 1 29 -0.5 30 0.866 32 1.2D + 1.0Di +1.0Wi AZI 150 Yes Y 1 1.2 16 1 22 1 29 -0.866 30 0.5 33 1.2D + 1.0Di +1.0Wi AZI 180 Yes Y 1 1.2 16 1 23 1 29 -1 30 34 1.2D + 1.0Di +1.0Wi AZI 210 Yes Y 1 1.2 16 1 24 1 29 -0.866 30 -0.5 35 1.2D + 1.0Di +1.0Wi AZI 240 Yes Y 1 1.2 16 1 25 1 29 -0.5 30 -0.866 36 1.2D + 1.0Di +1.0Wi AZI 270 Yes Y 1 1.2 16 1 26 1 29 30 -1 37 1.2D + 1.0Di +1.0Wi AZI 300 Yes Y 1 1.2 16 1 27 1 29 0.5 30 -0.866 38 1.2D + 1.0Di +1.0Wi AZI 330 Yes Y 1 1.2 16 1 28 1 29 0.866 30 -0.5 39 (1.2 + 0.2Sds)DL + 1.0E AZI 0 Yes Y 1 1.371 31 1 32 40 (1.2 + 0.2Sds)DL + 1.0E AZI 30 Yes Y 1 1.371 31 0.866 32 0.5 41 (1.2 + 0.2Sds)DL + 1.0E AZI 60 Yes Y 1 1.371 31 0.5 32 0.866 42 (1.2 + 0.2Sds)DL + 1.0E AZI 90 Yes Y 1 1.371 31 32 1 43 (1.2 + 0.2Sds)DL + 1.0E AZI 120 Yes Y 1 1.371 31 -0.5 32 0.866 44 (1.2 + 0.2Sds)DL + 1.0E AZI 150 Yes Y 1 1.371 31 -0.866 32 0.5 45 (1.2 + 0.2Sds)DL + 1.0E AZI 180 Yes Y 1 1.371 31 -1 32 46 (1.2 + 0.2Sds)DL + 1.0E AZI 210 Yes Y 1 1.371 31 -0.866 32 -0.5 47 (1.2 + 0.2Sds)DL + 1.0E AZI 240 Yes Y 1 1.371 31 -0.5 32 -0.866 48 (1.2 + 0.2Sds)DL + 1.0E AZI 270 Yes Y 1 1.371 31 32 -1 49 (1.2 + 0.2Sds)DL + 1.0E AZI 300 Yes Y 1 1.371 31 0.5 32 -0.866 50 (1.2 + 0.2Sds)DL + 1.0E AZI 330 Yes Y 1 1.371 31 0.866 32 -0.5 51 (0.9 - 0.2Sds)DL + 1.0E AZI 0 Yes Y 1 0.729 31 1 32 52 (0.9 - 0.2Sds)DL + 1.0E AZI 30 Yes Y 1 0.729 31 0.866 32 0.5 53 (0.9 - 0.2Sds)DL + 1.0E AZI 60 Yes Y 1 0.729 31 0.5 32 0.866 54 (0.9 - 0.2Sds)DL + 1.0E AZI 90 Yes Y 1 0.729 31 32 1 55 (0.9 - 0.2Sds)DL + 1.0E AZI 120 Yes Y 1 0.729 31 -0.5 32 0.866 56 (0.9 - 0.2Sds)DL + 1.0E AZI 150 Yes Y 1 0.729 31 -0.866 32 0.5 57 (0.9 - 0.2Sds)DL + 1.0E AZI 180 Yes Y 1 0.729 31 -1 32 58 (0.9 - 0.2Sds)DL + 1.0E AZI 210 Yes Y 1 0.729 31 -0.866 32 -0.5 59 (0.9 - 0.2Sds)DL + 1.0E AZI 240 Yes Y 1 0.729 31 -0.5 32 -0.866 60 (0.9 - 0.2Sds)DL + 1.0E AZI 270 Yes Y 1 0.729 31 32 -1 61 (0.9 - 0.2Sds)DL + 1.0E AZI 300 Yes Y 1 0.729 31 0.5 32 -0.866 62 (0.9 - 0.2Sds)DL + 1.0E AZI 330 Yes Y 1 0.729 31 0.866 32 -0.5 63 1.0DL + 1.5LL + 1.0SWL (60 mph) AZI 0 Yes Y 1 1 2 0.375 14 0.375 15 33 1.5 64 1.0DL + 1.5LL + 1.0SWL (60 mph) AZI 30 Yes Y 1 1 3 0.375 14 0.325 15 0.187 33 1.5 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 7 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Load Combinations (Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 65 1.0DL + 1.5LL + 1.0SWL (60 mph) AZI 60 Yes Y 1 1 4 0.375 14 0.187 15 0.325 33 1.5 66 1.0DL + 1.5LL + 1.0SWL (60 mph) AZI 90 Yes Y 1 1 5 0.375 14 15 0.375 33 1.5 67 1.0DL + 1.5LL + 1.0SWL (60 mph) AZI 120 Yes Y 1 1 6 0.375 14 -0.187 15 0.325 33 1.5 68 1.0DL + 1.5LL + 1.0SWL (60 mph) AZI 150 Yes Y 1 1 7 0.375 14 -0.325 15 0.187 33 1.5 69 1.0DL + 1.5LL + 1.0SWL (60 mph) AZI 180 Yes Y 1 1 8 0.375 14 -0.375 15 33 1.5 70 1.0DL + 1.5LL + 1.0SWL (60 mph) AZI 210 Yes Y 1 1 9 0.375 14 -0.325 15 -0.187 33 1.5 71 1.0DL + 1.5LL + 1.0SWL (60 mph) AZI 240 Yes Y 1 1 10 0.375 14 -0.187 15 -0.325 33 1.5 72 1.0DL + 1.5LL + 1.0SWL (60 mph) AZI 270 Yes Y 1 1 11 0.375 14 15 -0.375 33 1.5 73 1.0DL + 1.5LL + 1.0SWL (60 mph) AZI 300 Yes Y 1 1 12 0.375 14 0.187 15 -0.325 33 1.5 74 1.0DL + 1.5LL + 1.0SWL (60 mph) AZI 330 Yes Y 1 1 13 0.375 14 0.325 15 -0.187 33 1.5 75 1.2DL + 1.5LL Yes Y 1 1.2 33 1.5 76 1.2DL + 1.5LM-MP1 + 1SWL (30 mph) AZI 0 Yes Y 1 1.2 34 1.5 2 0.094 14 0.094 15 77 1.2DL + 1.5LM-MP1 + 1SWL (30 mph) AZI 30 Yes Y 1 1.2 34 1.5 3 0.094 14 0.081 15 0.047 78 1.2DL + 1.5LM-MP1 + 1SWL (30 mph) AZI 60 Yes Y 1 1.2 34 1.5 4 0.094 14 0.047 15 0.081 79 1.2DL + 1.5LM-MP1 + 1SWL (30 mph) AZI 90 Yes Y 1 1.2 34 1.5 5 0.094 14 15 0.094 80 1.2DL + 1.5LM-MP1 + 1SWL (30 mph) AZI 120 Yes Y 1 1.2 34 1.5 6 0.094 14 -0.047 15 0.081 81 1.2DL + 1.5LM-MP1 + 1SWL (30 mph) AZI 150 Yes Y 1 1.2 34 1.5 7 0.094 14 -0.081 15 0.047 82 1.2DL + 1.5LM-MP1 + 1SWL (30 mph) AZI 180 Yes Y 1 1.2 34 1.5 8 0.094 14 -0.094 15 83 1.2DL + 1.5LM-MP1 + 1SWL (30 mph) AZI 210 Yes Y 1 1.2 34 1.5 9 0.094 14 -0.081 15 -0.047 84 1.2DL + 1.5LM-MP1 + 1SWL (30 mph) AZI 240 Yes Y 1 1.2 34 1.5 10 0.094 14 -0.047 15 -0.081 85 1.2DL + 1.5LM-MP1 + 1SWL (30 mph) AZI 270 Yes Y 1 1.2 34 1.5 11 0.094 14 15 -0.094 86 1.2DL + 1.5LM-MP1 + 1SWL (30 mph) AZI 300 Yes Y 1 1.2 34 1.5 12 0.094 14 0.047 15 -0.081 87 1.2DL + 1.5LM-MP1 + 1SWL (30 mph) AZI 330 Yes Y 1 1.2 34 1.5 13 0.094 14 0.081 15 -0.047 88 1.2DL + 1.5LM-MP2 + 1SWL (30 mph) AZI 0 Yes Y 1 1.2 35 1.5 2 0.094 14 0.094 15 89 1.2DL + 1.5LM-MP2 + 1SWL (30 mph) AZI 30 Yes Y 1 1.2 35 1.5 3 0.094 14 0.081 15 0.047 90 1.2DL + 1.5LM-MP2 + 1SWL (30 mph) AZI 60 Yes Y 1 1.2 35 1.5 4 0.094 14 0.047 15 0.081 91 1.2DL + 1.5LM-MP2 + 1SWL (30 mph) AZI 90 Yes Y 1 1.2 35 1.5 5 0.094 14 15 0.094 92 1.2DL + 1.5LM-MP2 + 1SWL (30 mph) AZI 120 Yes Y 1 1.2 35 1.5 6 0.094 14 -0.047 15 0.081 93 1.2DL + 1.5LM-MP2 + 1SWL (30 mph) AZI 150 Yes Y 1 1.2 35 1.5 7 0.094 14 -0.081 15 0.047 94 1.2DL + 1.5LM-MP2 + 1SWL (30 mph) AZI 180 Yes Y 1 1.2 35 1.5 8 0.094 14 -0.094 15 95 1.2DL + 1.5LM-MP2 + 1SWL (30 mph) AZI 210 Yes Y 1 1.2 35 1.5 9 0.094 14 -0.081 15 -0.047 96 1.2DL + 1.5LM-MP2 + 1SWL (30 mph) AZI 240 Yes Y 1 1.2 35 1.5 10 0.094 14 -0.047 15 -0.081 97 1.2DL + 1.5LM-MP2 + 1SWL (30 mph) AZI 270 Yes Y 1 1.2 35 1.5 11 0.094 14 15 -0.094 98 1.2DL + 1.5LM-MP2 + 1SWL (30 mph) AZI 300 Yes Y 1 1.2 35 1.5 12 0.094 14 0.047 15 -0.081 99 1.2DL + 1.5LM-MP2 + 1SWL (30 mph) AZI 330 Yes Y 1 1.2 35 1.5 13 0.094 14 0.081 15 -0.047 100 1.2DL + 1.5LM-MP3 + 1SWL (30 mph) AZI 0 Yes Y 1 1.2 36 1.5 2 0.094 14 0.094 15 101 1.2DL + 1.5LM-MP3 + 1SWL (30 mph) AZI 30 Yes Y 1 1.2 36 1.5 3 0.094 14 0.081 15 0.047 102 1.2DL + 1.5LM-MP3 + 1SWL (30 mph) AZI 60 Yes Y 1 1.2 36 1.5 4 0.094 14 0.047 15 0.081 103 1.2DL + 1.5LM-MP3 + 1SWL (30 mph) AZI 90 Yes Y 1 1.2 36 1.5 5 0.094 14 15 0.094 104 1.2DL + 1.5LM-MP3 + 1SWL (30 mph) AZI 120 Yes Y 1 1.2 36 1.5 6 0.094 14 -0.047 15 0.081 105 1.2DL + 1.5LM-MP3 + 1SWL (30 mph) AZI 150 Yes Y 1 1.2 36 1.5 7 0.094 14 -0.081 15 0.047 106 1.2DL + 1.5LM-MP3 + 1SWL (30 mph) AZI 180 Yes Y 1 1.2 36 1.5 8 0.094 14 -0.094 15 107 1.2DL + 1.5LM-MP3 + 1SWL (30 mph) AZI 210 Yes Y 1 1.2 36 1.5 9 0.094 14 -0.081 15 -0.047 108 1.2DL + 1.5LM-MP3 + 1SWL (30 mph) AZI 240 Yes Y 1 1.2 36 1.5 10 0.094 14 -0.047 15 -0.081 109 1.2DL + 1.5LM-MP3 + 1SWL (30 mph) AZI 270 Yes Y 1 1.2 36 1.5 11 0.094 14 15 -0.094 110 1.2DL + 1.5LM-MP3 + 1SWL (30 mph) AZI 300 Yes Y 1 1.2 36 1.5 12 0.094 14 0.047 15 -0.081 111 1.2DL + 1.5LM-MP3 + 1SWL (30 mph) AZI 330 Yes Y 1 1.2 36 1.5 13 0.094 14 0.081 15 -0.047 112 1.2DL + 1.5LM-MP4 + 1SWL (30 mph) AZI 0 Yes Y 1 1.2 37 1.5 2 0.094 14 0.094 15 113 1.2DL + 1.5LM-MP4 + 1SWL (30 mph) AZI 30 Yes Y 1 1.2 37 1.5 3 0.094 14 0.081 15 0.047 114 1.2DL + 1.5LM-MP4 + 1SWL (30 mph) AZI 60 Yes Y 1 1.2 37 1.5 4 0.094 14 0.047 15 0.081 115 1.2DL + 1.5LM-MP4 + 1SWL (30 mph) AZI 90 Yes Y 1 1.2 37 1.5 5 0.094 14 15 0.094 116 1.2DL + 1.5LM-MP4 + 1SWL (30 mph) AZI 120 Yes Y 1 1.2 37 1.5 6 0.094 14 -0.047 15 0.081 117 1.2DL + 1.5LM-MP4 + 1SWL (30 mph) AZI 150 Yes Y 1 1.2 37 1.5 7 0.094 14 -0.081 15 0.047 118 1.2DL + 1.5LM-MP4 + 1SWL (30 mph) AZI 180 Yes Y 1 1.2 37 1.5 8 0.094 14 -0.094 15 119 1.2DL + 1.5LM-MP4 + 1SWL (30 mph) AZI 210 Yes Y 1 1.2 37 1.5 9 0.094 14 -0.081 15 -0.047 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 8 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Load Combinations (Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 120 1.2DL + 1.5LM-MP4 + 1SWL (30 mph) AZI 240 Yes Y 1 1.2 37 1.5 10 0.094 14 -0.047 15 -0.081 121 1.2DL + 1.5LM-MP4 + 1SWL (30 mph) AZI 270 Yes Y 1 1.2 37 1.5 11 0.094 14 15 -0.094 122 1.2DL + 1.5LM-MP4 + 1SWL (30 mph) AZI 300 Yes Y 1 1.2 37 1.5 12 0.094 14 0.047 15 -0.081 123 1.2DL + 1.5LM-MP4 + 1SWL (30 mph) AZI 330 Yes Y 1 1.2 37 1.5 13 0.094 14 0.081 15 -0.047 124 1.2DL + 1.5LM-MP5 + 1SWL (30 mph) AZI 0 Yes Y 1 1.2 38 1.5 2 0.094 14 0.094 15 125 1.2DL + 1.5LM-MP5 + 1SWL (30 mph) AZI 30 Yes Y 1 1.2 38 1.5 3 0.094 14 0.081 15 0.047 126 1.2DL + 1.5LM-MP5 + 1SWL (30 mph) AZI 60 Yes Y 1 1.2 38 1.5 4 0.094 14 0.047 15 0.081 127 1.2DL + 1.5LM-MP5 + 1SWL (30 mph) AZI 90 Yes Y 1 1.2 38 1.5 5 0.094 14 15 0.094 128 1.2DL + 1.5LM-MP5 + 1SWL (30 mph) AZI 120 Yes Y 1 1.2 38 1.5 6 0.094 14 -0.047 15 0.081 129 1.2DL + 1.5LM-MP5 + 1SWL (30 mph) AZI 150 Yes Y 1 1.2 38 1.5 7 0.094 14 -0.081 15 0.047 130 1.2DL + 1.5LM-MP5 + 1SWL (30 mph) AZI 180 Yes Y 1 1.2 38 1.5 8 0.094 14 -0.094 15 131 1.2DL + 1.5LM-MP5 + 1SWL (30 mph) AZI 210 Yes Y 1 1.2 38 1.5 9 0.094 14 -0.081 15 -0.047 132 1.2DL + 1.5LM-MP5 + 1SWL (30 mph) AZI 240 Yes Y 1 1.2 38 1.5 10 0.094 14 -0.047 15 -0.081 133 1.2DL + 1.5LM-MP5 + 1SWL (30 mph) AZI 270 Yes Y 1 1.2 38 1.5 11 0.094 14 15 -0.094 134 1.2DL + 1.5LM-MP5 + 1SWL (30 mph) AZI 300 Yes Y 1 1.2 38 1.5 12 0.094 14 0.047 15 -0.081 135 1.2DL + 1.5LM-MP5 + 1SWL (30 mph) AZI 330 Yes Y 1 1.2 38 1.5 13 0.094 14 0.081 15 -0.047 136 1.2DL + 1.5LM-MP6 + 1SWL (30 mph) AZI 0 Yes Y 1 1.2 39 1.5 2 0.094 14 0.094 15 137 1.2DL + 1.5LM-MP6 + 1SWL (30 mph) AZI 30 Yes Y 1 1.2 39 1.5 3 0.094 14 0.081 15 0.047 138 1.2DL + 1.5LM-MP6 + 1SWL (30 mph) AZI 60 Yes Y 1 1.2 39 1.5 4 0.094 14 0.047 15 0.081 139 1.2DL + 1.5LM-MP6 + 1SWL (30 mph) AZI 90 Yes Y 1 1.2 39 1.5 5 0.094 14 15 0.094 140 1.2DL + 1.5LM-MP6 + 1SWL (30 mph) AZI 120 Yes Y 1 1.2 39 1.5 6 0.094 14 -0.047 15 0.081 141 1.2DL + 1.5LM-MP6 + 1SWL (30 mph) AZI 150 Yes Y 1 1.2 39 1.5 7 0.094 14 -0.081 15 0.047 142 1.2DL + 1.5LM-MP6 + 1SWL (30 mph) AZI 180 Yes Y 1 1.2 39 1.5 8 0.094 14 -0.094 15 143 1.2DL + 1.5LM-MP6 + 1SWL (30 mph) AZI 210 Yes Y 1 1.2 39 1.5 9 0.094 14 -0.081 15 -0.047 144 1.2DL + 1.5LM-MP6 + 1SWL (30 mph) AZI 240 Yes Y 1 1.2 39 1.5 10 0.094 14 -0.047 15 -0.081 145 1.2DL + 1.5LM-MP6 + 1SWL (30 mph) AZI 270 Yes Y 1 1.2 39 1.5 11 0.094 14 15 -0.094 146 1.2DL + 1.5LM-MP6 + 1SWL (30 mph) AZI 300 Yes Y 1 1.2 39 1.5 12 0.094 14 0.047 15 -0.081 147 1.2DL + 1.5LM-MP6 + 1SWL (30 mph) AZI 330 Yes Y 1 1.2 39 1.5 13 0.094 14 0.081 15 -0.047 148 1.2DL + 1.5LM-MP7 + 1SWL (30 mph) AZI 0 Yes Y 1 1.2 40 1.5 2 0.094 14 0.094 15 149 1.2DL + 1.5LM-MP7 + 1SWL (30 mph) AZI 30 Yes Y 1 1.2 40 1.5 3 0.094 14 0.081 15 0.047 150 1.2DL + 1.5LM-MP7 + 1SWL (30 mph) AZI 60 Yes Y 1 1.2 40 1.5 4 0.094 14 0.047 15 0.081 151 1.2DL + 1.5LM-MP7 + 1SWL (30 mph) AZI 90 Yes Y 1 1.2 40 1.5 5 0.094 14 15 0.094 152 1.2DL + 1.5LM-MP7 + 1SWL (30 mph) AZI 120 Yes Y 1 1.2 40 1.5 6 0.094 14 -0.047 15 0.081 153 1.2DL + 1.5LM-MP7 + 1SWL (30 mph) AZI 150 Yes Y 1 1.2 40 1.5 7 0.094 14 -0.081 15 0.047 154 1.2DL + 1.5LM-MP7 + 1SWL (30 mph) AZI 180 Yes Y 1 1.2 40 1.5 8 0.094 14 -0.094 15 155 1.2DL + 1.5LM-MP7 + 1SWL (30 mph) AZI 210 Yes Y 1 1.2 40 1.5 9 0.094 14 -0.081 15 -0.047 156 1.2DL + 1.5LM-MP7 + 1SWL (30 mph) AZI 240 Yes Y 1 1.2 40 1.5 10 0.094 14 -0.047 15 -0.081 157 1.2DL + 1.5LM-MP7 + 1SWL (30 mph) AZI 270 Yes Y 1 1.2 40 1.5 11 0.094 14 15 -0.094 158 1.2DL + 1.5LM-MP7 + 1SWL (30 mph) AZI 300 Yes Y 1 1.2 40 1.5 12 0.094 14 0.047 15 -0.081 159 1.2DL + 1.5LM-MP7 + 1SWL (30 mph) AZI 330 Yes Y 1 1.2 40 1.5 13 0.094 14 0.081 15 -0.047 160 1.2DL + 1.5LM-MP8 + 1SWL (30 mph) AZI 0 Yes Y 1 1.2 41 1.5 2 0.094 14 0.094 15 161 1.2DL + 1.5LM-MP8 + 1SWL (30 mph) AZI 30 Yes Y 1 1.2 41 1.5 3 0.094 14 0.081 15 0.047 162 1.2DL + 1.5LM-MP8 + 1SWL (30 mph) AZI 60 Yes Y 1 1.2 41 1.5 4 0.094 14 0.047 15 0.081 163 1.2DL + 1.5LM-MP8 + 1SWL (30 mph) AZI 90 Yes Y 1 1.2 41 1.5 5 0.094 14 15 0.094 164 1.2DL + 1.5LM-MP8 + 1SWL (30 mph) AZI 120 Yes Y 1 1.2 41 1.5 6 0.094 14 -0.047 15 0.081 165 1.2DL + 1.5LM-MP8 + 1SWL (30 mph) AZI 150 Yes Y 1 1.2 41 1.5 7 0.094 14 -0.081 15 0.047 166 1.2DL + 1.5LM-MP8 + 1SWL (30 mph) AZI 180 Yes Y 1 1.2 41 1.5 8 0.094 14 -0.094 15 167 1.2DL + 1.5LM-MP8 + 1SWL (30 mph) AZI 210 Yes Y 1 1.2 41 1.5 9 0.094 14 -0.081 15 -0.047 168 1.2DL + 1.5LM-MP8 + 1SWL (30 mph) AZI 240 Yes Y 1 1.2 41 1.5 10 0.094 14 -0.047 15 -0.081 169 1.2DL + 1.5LM-MP8 + 1SWL (30 mph) AZI 270 Yes Y 1 1.2 41 1.5 11 0.094 14 15 -0.094 170 1.2DL + 1.5LM-MP8 + 1SWL (30 mph) AZI 300 Yes Y 1 1.2 41 1.5 12 0.094 14 0.047 15 -0.081 171 1.2DL + 1.5LM-MP8 + 1SWL (30 mph) AZI 330 Yes Y 1 1.2 41 1.5 13 0.094 14 0.081 15 -0.047 172 1.2DL + 1.5LM-MP9 + 1SWL (30 mph) AZI 0 Yes Y 1 1.2 42 1.5 2 0.094 14 0.094 15 173 1.2DL + 1.5LM-MP9 + 1SWL (30 mph) AZI 30 Yes Y 1 1.2 42 1.5 3 0.094 14 0.081 15 0.047 174 1.2DL + 1.5LM-MP9 + 1SWL (30 mph) AZI 60 Yes Y 1 1.2 42 1.5 4 0.094 14 0.047 15 0.081 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 9 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Load Combinations (Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 175 1.2DL + 1.5LM-MP9 + 1SWL (30 mph) AZI 90 Yes Y 1 1.2 42 1.5 5 0.094 14 15 0.094 176 1.2DL + 1.5LM-MP9 + 1SWL (30 mph) AZI 120 Yes Y 1 1.2 42 1.5 6 0.094 14 -0.047 15 0.081 177 1.2DL + 1.5LM-MP9 + 1SWL (30 mph) AZI 150 Yes Y 1 1.2 42 1.5 7 0.094 14 -0.081 15 0.047 178 1.2DL + 1.5LM-MP9 + 1SWL (30 mph) AZI 180 Yes Y 1 1.2 42 1.5 8 0.094 14 -0.094 15 179 1.2DL + 1.5LM-MP9 + 1SWL (30 mph) AZI 210 Yes Y 1 1.2 42 1.5 9 0.094 14 -0.081 15 -0.047 180 1.2DL + 1.5LM-MP9 + 1SWL (30 mph) AZI 240 Yes Y 1 1.2 42 1.5 10 0.094 14 -0.047 15 -0.081 181 1.2DL + 1.5LM-MP9 + 1SWL (30 mph) AZI 270 Yes Y 1 1.2 42 1.5 11 0.094 14 15 -0.094 182 1.2DL + 1.5LM-MP9 + 1SWL (30 mph) AZI 300 Yes Y 1 1.2 42 1.5 12 0.094 14 0.047 15 -0.081 183 1.2DL + 1.5LM-MP9 + 1SWL (30 mph) AZI 330 Yes Y 1 1.2 42 1.5 13 0.094 14 0.081 15 -0.047 Member Point Loads (BLC 1 : Self Weight) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 Y -49.605 0 2 MP3 Y -49.605 24 3 MP1 Y -60.5 6 4 MP1 Y -60.5 90 5 MP2 Y -60.5 6 6 MP2 Y -60.5 90 7 MP3 Y -49.605 72 8 MP3 Y -49.605 96 9 R1 Y -43 0 10 R1 Y -36.8 0 11 R2 Y -70.55 0 12 R2 Y -101.41 0 13 M42 Y -26.2 %50 14 MP6 Y -49.605 0 15 MP6 Y -49.605 24 16 MP4 Y -60.5 6 17 MP4 Y -60.5 90 18 MP5 Y -60.5 6 19 MP5 Y -60.5 90 20 MP6 Y -49.605 72 21 MP6 Y -49.605 96 22 R3 Y -43 0 23 R3 Y -36.8 0 24 R4 Y -70.55 0 25 R4 Y -101.41 0 26 M12 Y -26.2 %50 27 MP9 Y -49.605 0 28 MP9 Y -49.605 24 29 MP7 Y -60.5 6 30 MP7 Y -60.5 90 31 MP8 Y -60.5 6 32 MP8 Y -60.5 90 33 MP9 Y -49.605 72 34 MP9 Y -49.605 96 35 R5 Y -43 0 36 R5 Y -36.8 0 37 R6 Y -70.55 0 38 R6 Y -101.41 0 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 10 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 2 : Wind Load AZI 0) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X 0 0 2 MP3 Z -60.87 0 3 MP3 X 0 24 4 MP3 Z -60.87 24 5 MP1 X 0 6 6 MP1 Z -316.44 6 7 MP1 X 0 90 8 MP1 Z -316.44 90 9 MP2 X 0 6 10 MP2 Z -316.44 6 11 MP2 X 0 90 12 MP2 Z -316.44 90 13 MP3 X 0 72 14 MP3 Z -60.45 72 15 MP3 X 0 96 16 MP3 Z -60.45 96 17 R1 X 0 0 18 R1 Z -49.85 0 19 R1 X 0 0 20 R1 Z -35.81 0 21 R2 X 0 0 22 R2 Z -78.73 0 23 R2 X 0 0 24 R2 Z -84.85 0 25 M42 X 0 %50 26 M42 Z -76.2 %50 27 MP6 X 0 0 28 MP6 Z -40.27 0 29 MP6 X 0 24 30 MP6 Z -40.27 24 31 MP4 X 0 6 32 MP4 Z -164.5 6 33 MP4 X 0 90 34 MP4 Z -164.5 90 35 MP5 X 0 6 36 MP5 Z -164.5 6 37 MP5 X 0 90 38 MP5 Z -164.5 90 39 MP6 X 0 72 40 MP6 Z -40.04 72 41 MP6 X 0 96 42 MP6 Z -40.04 96 43 R3 X 0 0 44 R3 Z -36.43 0 45 R3 X 0 0 46 R3 Z -24 0 47 R4 X 0 0 48 R4 Z -41.97 0 49 R4 X 0 0 50 R4 Z -57.53 0 51 M12 X 0 %50 52 M12 Z -76.2 %50 53 MP9 X 0 0 54 MP9 Z -40.27 0 55 MP9 X 0 24 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 11 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 2 : Wind Load AZI 0) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 56 MP9 Z -40.27 24 57 MP7 X 0 6 58 MP7 Z -164.5 6 59 MP7 X 0 90 60 MP7 Z -164.5 90 61 MP8 X 0 6 62 MP8 Z -164.5 6 63 MP8 X 0 90 64 MP8 Z -164.5 90 65 MP9 X 0 72 66 MP9 Z -40.04 72 67 MP9 X 0 96 68 MP9 Z -40.04 96 69 R5 X 0 0 70 R5 Z -36.43 0 71 R5 X 0 0 72 R5 Z -24 0 73 R6 X 0 0 74 R6 Z -41.97 0 75 R6 X 0 0 76 R6 Z -57.53 0 Member Point Loads (BLC 3 : Wind Load AZI 30) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X -27 0 2 MP3 Z -46.77 0 3 MP3 X -27 24 4 MP3 Z -46.77 24 5 MP1 X -132.9 6 6 MP1 Z -230.19 6 7 MP1 X -132.9 90 8 MP1 Z -230.19 90 9 MP2 X -132.9 6 10 MP2 Z -230.19 6 11 MP2 X -132.9 90 12 MP2 Z -230.19 90 13 MP3 X -26.82 72 14 MP3 Z -46.46 72 15 MP3 X -26.82 96 16 MP3 Z -46.46 96 17 R1 X -22.69 0 18 R1 Z -39.29 0 19 R1 X -15.94 0 20 R1 Z -27.6 0 21 R2 X -33.24 0 22 R2 Z -57.57 0 23 R2 X -37.87 0 24 R2 Z -65.6 0 25 M42 X -45.23 %50 26 M42 Z -78.34 %50 27 MP6 X -27 0 28 MP6 Z -46.77 0 29 MP6 X -27 24 30 MP6 Z -46.77 24 31 MP4 X -132.9 6 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 12 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 3 : Wind Load AZI 30) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 32 MP4 Z -230.19 6 33 MP4 X -132.9 90 34 MP4 Z -230.19 90 35 MP5 X -132.9 6 36 MP5 Z -230.19 6 37 MP5 X -132.9 90 38 MP5 Z -230.19 90 39 MP6 X -26.82 72 40 MP6 Z -46.46 72 41 MP6 X -26.82 96 42 MP6 Z -46.46 96 43 R3 X -22.69 0 44 R3 Z -39.29 0 45 R3 X -15.94 0 46 R3 Z -27.6 0 47 R4 X -33.24 0 48 R4 Z -57.57 0 49 R4 X -37.87 0 50 R4 Z -65.6 0 51 M12 X -45.23 %50 52 M12 Z -78.34 %50 53 MP9 X -16.7 0 54 MP9 Z -28.93 0 55 MP9 X -16.7 24 56 MP9 Z -28.93 24 57 MP7 X -56.93 6 58 MP7 Z -98.6 6 59 MP7 X -56.93 90 60 MP7 Z -98.6 90 61 MP8 X -56.93 6 62 MP8 Z -98.6 6 63 MP8 X -56.93 90 64 MP8 Z -98.6 90 65 MP9 X -16.62 72 66 MP9 Z -28.78 72 67 MP9 X -16.62 96 68 MP9 Z -28.78 96 69 R5 X -15.98 0 70 R5 Z -27.67 0 71 R5 X -10.03 0 72 R5 Z -17.38 0 73 R6 X -14.86 0 74 R6 Z -25.73 0 75 R6 X -24.21 0 76 R6 Z -41.94 0 Member Point Loads (BLC 4 : Wind Load AZI 60) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X -34.88 0 2 MP3 Z -20.14 0 3 MP3 X -34.88 24 4 MP3 Z -20.14 24 5 MP1 X -142.47 6 6 MP1 Z -82.25 6 7 MP1 X -142.47 90 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 13 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 4 : Wind Load AZI 60) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 8 MP1 Z -82.25 90 9 MP2 X -142.47 6 10 MP2 Z -82.25 6 11 MP2 X -142.47 90 12 MP2 Z -82.25 90 13 MP3 X -34.67 72 14 MP3 Z -20.02 72 15 MP3 X -34.67 96 16 MP3 Z -20.02 96 17 R1 X -31.55 0 18 R1 Z -18.21 0 19 R1 X -20.79 0 20 R1 Z -12 0 21 R2 X -36.35 0 22 R2 Z -20.98 0 23 R2 X -49.82 0 24 R2 Z -28.77 0 25 M42 X -103.03 %50 26 M42 Z -59.49 %50 27 MP6 X -52.72 0 28 MP6 Z -30.44 0 29 MP6 X -52.72 24 30 MP6 Z -30.44 24 31 MP4 X -274.05 6 32 MP4 Z -158.22 6 33 MP4 X -274.05 90 34 MP4 Z -158.22 90 35 MP5 X -274.05 6 36 MP5 Z -158.22 6 37 MP5 X -274.05 90 38 MP5 Z -158.22 90 39 MP6 X -52.35 72 40 MP6 Z -30.22 72 41 MP6 X -52.35 96 42 MP6 Z -30.22 96 43 R3 X -43.17 0 44 R3 Z -24.92 0 45 R3 X -31.01 0 46 R3 Z -17.9 0 47 R4 X -68.18 0 48 R4 Z -39.36 0 49 R4 X -73.48 0 50 R4 Z -42.42 0 51 M12 X -103.03 %50 52 M12 Z -59.49 %50 53 MP9 X -34.88 0 54 MP9 Z -20.14 0 55 MP9 X -34.88 24 56 MP9 Z -20.14 24 57 MP7 X -142.47 6 58 MP7 Z -82.25 6 59 MP7 X -142.47 90 60 MP7 Z -82.25 90 61 MP8 X -142.47 6 62 MP8 Z -82.25 6 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 14 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 4 : Wind Load AZI 60) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 63 MP8 X -142.47 90 64 MP8 Z -82.25 90 65 MP9 X -34.67 72 66 MP9 Z -20.02 72 67 MP9 X -34.67 96 68 MP9 Z -20.02 96 69 R5 X -31.55 0 70 R5 Z -18.21 0 71 R5 X -20.79 0 72 R5 Z -12 0 73 R6 X -36.35 0 74 R6 Z -20.98 0 75 R6 X -49.82 0 76 R6 Z -28.77 0 Member Point Loads (BLC 5 : Wind Load AZI 90) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X -33.4 0 2 MP3 Z 0 0 3 MP3 X -33.4 24 4 MP3 Z 0 24 5 MP1 X -113.86 6 6 MP1 Z 0 6 7 MP1 X -113.86 90 8 MP1 Z 0 90 9 MP2 X -113.86 6 10 MP2 Z 0 6 11 MP2 X -113.86 90 12 MP2 Z 0 90 13 MP3 X -33.23 72 14 MP3 Z 0 72 15 MP3 X -33.23 96 16 MP3 Z 0 96 17 R1 X -31.95 0 18 R1 Z 0 0 19 R1 X -20.07 0 20 R1 Z 0 0 21 R2 X -29.71 0 22 R2 Z 0 0 23 R2 X -48.42 0 24 R2 Z 0 0 25 M42 X -133.23 %50 26 M42 Z 0 %50 27 MP6 X -54 0 28 MP6 Z 0 0 29 MP6 X -54 24 30 MP6 Z 0 24 31 MP4 X -265.8 6 32 MP4 Z 0 6 33 MP4 X -265.8 90 34 MP4 Z 0 90 35 MP5 X -265.8 6 36 MP5 Z 0 6 37 MP5 X -265.8 90 38 MP5 Z 0 90 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 15 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 5 : Wind Load AZI 90) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 39 MP6 X -53.64 72 40 MP6 Z 0 72 41 MP6 X -53.64 96 42 MP6 Z 0 96 43 R3 X -45.37 0 44 R3 Z 0 0 45 R3 X -31.87 0 46 R3 Z 0 0 47 R4 X -66.48 0 48 R4 Z 0 0 49 R4 X -75.74 0 50 R4 Z 0 0 51 M12 X -133.23 %50 52 M12 Z 0 %50 53 MP9 X -54 0 54 MP9 Z 0 0 55 MP9 X -54 24 56 MP9 Z 0 24 57 MP7 X -265.8 6 58 MP7 Z 0 6 59 MP7 X -265.8 90 60 MP7 Z 0 90 61 MP8 X -265.8 6 62 MP8 Z 0 6 63 MP8 X -265.8 90 64 MP8 Z 0 90 65 MP9 X -53.64 72 66 MP9 Z 0 72 67 MP9 X -53.64 96 68 MP9 Z 0 96 69 R5 X -45.37 0 70 R5 Z 0 0 71 R5 X -31.87 0 72 R5 Z 0 0 73 R6 X -66.48 0 74 R6 Z 0 0 75 R6 X -75.74 0 76 R6 Z 0 0 Member Point Loads (BLC 6 : Wind Load AZI 120) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X -34.88 0 2 MP3 Z 20.14 0 3 MP3 X -34.88 24 4 MP3 Z 20.14 24 5 MP1 X -142.47 6 6 MP1 Z 82.25 6 7 MP1 X -142.47 90 8 MP1 Z 82.25 90 9 MP2 X -142.47 6 10 MP2 Z 82.25 6 11 MP2 X -142.47 90 12 MP2 Z 82.25 90 13 MP3 X -34.67 72 14 MP3 Z 20.02 72 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 16 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 6 : Wind Load AZI 120) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 15 MP3 X -34.67 96 16 MP3 Z 20.02 96 17 R1 X -31.55 0 18 R1 Z 18.21 0 19 R1 X -20.79 0 20 R1 Z 12 0 21 R2 X -36.35 0 22 R2 Z 20.98 0 23 R2 X -49.82 0 24 R2 Z 28.77 0 25 M42 X -103.03 %50 26 M42 Z 59.49 %50 27 MP6 X -34.88 0 28 MP6 Z 20.14 0 29 MP6 X -34.88 24 30 MP6 Z 20.14 24 31 MP4 X -142.47 6 32 MP4 Z 82.25 6 33 MP4 X -142.47 90 34 MP4 Z 82.25 90 35 MP5 X -142.47 6 36 MP5 Z 82.25 6 37 MP5 X -142.47 90 38 MP5 Z 82.25 90 39 MP6 X -34.67 72 40 MP6 Z 20.02 72 41 MP6 X -34.67 96 42 MP6 Z 20.02 96 43 R3 X -31.55 0 44 R3 Z 18.21 0 45 R3 X -20.79 0 46 R3 Z 12 0 47 R4 X -36.35 0 48 R4 Z 20.98 0 49 R4 X -49.82 0 50 R4 Z 28.77 0 51 M12 X -103.03 %50 52 M12 Z 59.49 %50 53 MP9 X -52.72 0 54 MP9 Z 30.44 0 55 MP9 X -52.72 24 56 MP9 Z 30.44 24 57 MP7 X -274.05 6 58 MP7 Z 158.22 6 59 MP7 X -274.05 90 60 MP7 Z 158.22 90 61 MP8 X -274.05 6 62 MP8 Z 158.22 6 63 MP8 X -274.05 90 64 MP8 Z 158.22 90 65 MP9 X -52.35 72 66 MP9 Z 30.22 72 67 MP9 X -52.35 96 68 MP9 Z 30.22 96 69 R5 X -43.17 0 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 17 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 6 : Wind Load AZI 120) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 70 R5 Z 24.92 0 71 R5 X -31.01 0 72 R5 Z 17.9 0 73 R6 X -68.18 0 74 R6 Z 39.36 0 75 R6 X -73.48 0 76 R6 Z 42.42 0 Member Point Loads (BLC 7 : Wind Load AZI 150) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X -27 0 2 MP3 Z 46.77 0 3 MP3 X -27 24 4 MP3 Z 46.77 24 5 MP1 X -132.9 6 6 MP1 Z 230.19 6 7 MP1 X -132.9 90 8 MP1 Z 230.19 90 9 MP2 X -132.9 6 10 MP2 Z 230.19 6 11 MP2 X -132.9 90 12 MP2 Z 230.19 90 13 MP3 X -26.82 72 14 MP3 Z 46.46 72 15 MP3 X -26.82 96 16 MP3 Z 46.46 96 17 R1 X -22.69 0 18 R1 Z 39.29 0 19 R1 X -15.94 0 20 R1 Z 27.6 0 21 R2 X -33.24 0 22 R2 Z 57.57 0 23 R2 X -37.87 0 24 R2 Z 65.6 0 25 M42 X -45.23 %50 26 M42 Z 78.34 %50 27 MP6 X -16.7 0 28 MP6 Z 28.93 0 29 MP6 X -16.7 24 30 MP6 Z 28.93 24 31 MP4 X -56.93 6 32 MP4 Z 98.6 6 33 MP4 X -56.93 90 34 MP4 Z 98.6 90 35 MP5 X -56.93 6 36 MP5 Z 98.6 6 37 MP5 X -56.93 90 38 MP5 Z 98.6 90 39 MP6 X -16.62 72 40 MP6 Z 28.78 72 41 MP6 X -16.62 96 42 MP6 Z 28.78 96 43 R3 X -15.98 0 44 R3 Z 27.67 0 45 R3 X -10.03 0 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 18 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 7 : Wind Load AZI 150) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 46 R3 Z 17.38 0 47 R4 X -14.86 0 48 R4 Z 25.73 0 49 R4 X -24.21 0 50 R4 Z 41.94 0 51 M12 X -45.23 %50 52 M12 Z 78.34 %50 53 MP9 X -27 0 54 MP9 Z 46.77 0 55 MP9 X -27 24 56 MP9 Z 46.77 24 57 MP7 X -132.9 6 58 MP7 Z 230.19 6 59 MP7 X -132.9 90 60 MP7 Z 230.19 90 61 MP8 X -132.9 6 62 MP8 Z 230.19 6 63 MP8 X -132.9 90 64 MP8 Z 230.19 90 65 MP9 X -26.82 72 66 MP9 Z 46.46 72 67 MP9 X -26.82 96 68 MP9 Z 46.46 96 69 R5 X -22.69 0 70 R5 Z 39.29 0 71 R5 X -15.94 0 72 R5 Z 27.6 0 73 R6 X -33.24 0 74 R6 Z 57.57 0 75 R6 X -37.87 0 76 R6 Z 65.6 0 Member Point Loads (BLC 8 : Wind Load AZI 180) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X 0 0 2 MP3 Z 60.87 0 3 MP3 X 0 24 4 MP3 Z 60.87 24 5 MP1 X 0 6 6 MP1 Z 316.44 6 7 MP1 X 0 90 8 MP1 Z 316.44 90 9 MP2 X 0 6 10 MP2 Z 316.44 6 11 MP2 X 0 90 12 MP2 Z 316.44 90 13 MP3 X 0 72 14 MP3 Z 60.45 72 15 MP3 X 0 96 16 MP3 Z 60.45 96 17 R1 X 0 0 18 R1 Z 49.85 0 19 R1 X 0 0 20 R1 Z 35.81 0 21 R2 X 0 0 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 19 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 8 : Wind Load AZI 180) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 22 R2 Z 78.73 0 23 R2 X 0 0 24 R2 Z 84.85 0 25 M42 X 0 %50 26 M42 Z 76.2 %50 27 MP6 X 0 0 28 MP6 Z 40.27 0 29 MP6 X 0 24 30 MP6 Z 40.27 24 31 MP4 X 0 6 32 MP4 Z 164.5 6 33 MP4 X 0 90 34 MP4 Z 164.5 90 35 MP5 X 0 6 36 MP5 Z 164.5 6 37 MP5 X 0 90 38 MP5 Z 164.5 90 39 MP6 X 0 72 40 MP6 Z 40.04 72 41 MP6 X 0 96 42 MP6 Z 40.04 96 43 R3 X 0 0 44 R3 Z 36.43 0 45 R3 X 0 0 46 R3 Z 24 0 47 R4 X 0 0 48 R4 Z 41.97 0 49 R4 X 0 0 50 R4 Z 57.53 0 51 M12 X 0 %50 52 M12 Z 76.2 %50 53 MP9 X 0 0 54 MP9 Z 40.27 0 55 MP9 X 0 24 56 MP9 Z 40.27 24 57 MP7 X 0 6 58 MP7 Z 164.5 6 59 MP7 X 0 90 60 MP7 Z 164.5 90 61 MP8 X 0 6 62 MP8 Z 164.5 6 63 MP8 X 0 90 64 MP8 Z 164.5 90 65 MP9 X 0 72 66 MP9 Z 40.04 72 67 MP9 X 0 96 68 MP9 Z 40.04 96 69 R5 X 0 0 70 R5 Z 36.43 0 71 R5 X 0 0 72 R5 Z 24 0 73 R6 X 0 0 74 R6 Z 41.97 0 75 R6 X 0 0 76 R6 Z 57.53 0 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 20 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 8 : Wind Load AZI 180) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 21 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 9 : Wind Load AZI 210) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X 27 0 2 MP3 Z 46.77 0 3 MP3 X 27 24 4 MP3 Z 46.77 24 5 MP1 X 132.9 6 6 MP1 Z 230.19 6 7 MP1 X 132.9 90 8 MP1 Z 230.19 90 9 MP2 X 132.9 6 10 MP2 Z 230.19 6 11 MP2 X 132.9 90 12 MP2 Z 230.19 90 13 MP3 X 26.82 72 14 MP3 Z 46.46 72 15 MP3 X 26.82 96 16 MP3 Z 46.46 96 17 R1 X 22.69 0 18 R1 Z 39.29 0 19 R1 X 15.94 0 20 R1 Z 27.6 0 21 R2 X 33.24 0 22 R2 Z 57.57 0 23 R2 X 37.87 0 24 R2 Z 65.6 0 25 M42 X 45.23 %50 26 M42 Z 78.34 %50 27 MP6 X 27 0 28 MP6 Z 46.77 0 29 MP6 X 27 24 30 MP6 Z 46.77 24 31 MP4 X 132.9 6 32 MP4 Z 230.19 6 33 MP4 X 132.9 90 34 MP4 Z 230.19 90 35 MP5 X 132.9 6 36 MP5 Z 230.19 6 37 MP5 X 132.9 90 38 MP5 Z 230.19 90 39 MP6 X 26.82 72 40 MP6 Z 46.46 72 41 MP6 X 26.82 96 42 MP6 Z 46.46 96 43 R3 X 22.69 0 44 R3 Z 39.29 0 45 R3 X 15.94 0 46 R3 Z 27.6 0 47 R4 X 33.24 0 48 R4 Z 57.57 0 49 R4 X 37.87 0 50 R4 Z 65.6 0 51 M12 X 45.23 %50 52 M12 Z 78.34 %50 53 MP9 X 16.7 0 54 MP9 Z 28.93 0 55 MP9 X 16.7 24 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 22 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 9 : Wind Load AZI 210) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 56 MP9 Z 28.93 24 57 MP7 X 56.93 6 58 MP7 Z 98.6 6 59 MP7 X 56.93 90 60 MP7 Z 98.6 90 61 MP8 X 56.93 6 62 MP8 Z 98.6 6 63 MP8 X 56.93 90 64 MP8 Z 98.6 90 65 MP9 X 16.62 72 66 MP9 Z 28.78 72 67 MP9 X 16.62 96 68 MP9 Z 28.78 96 69 R5 X 15.98 0 70 R5 Z 27.67 0 71 R5 X 10.03 0 72 R5 Z 17.38 0 73 R6 X 14.86 0 74 R6 Z 25.73 0 75 R6 X 24.21 0 76 R6 Z 41.94 0 Member Point Loads (BLC 10 : Wind Load AZI 240) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X 34.88 0 2 MP3 Z 20.14 0 3 MP3 X 34.88 24 4 MP3 Z 20.14 24 5 MP1 X 142.47 6 6 MP1 Z 82.25 6 7 MP1 X 142.47 90 8 MP1 Z 82.25 90 9 MP2 X 142.47 6 10 MP2 Z 82.25 6 11 MP2 X 142.47 90 12 MP2 Z 82.25 90 13 MP3 X 34.67 72 14 MP3 Z 20.02 72 15 MP3 X 34.67 96 16 MP3 Z 20.02 96 17 R1 X 31.55 0 18 R1 Z 18.21 0 19 R1 X 20.79 0 20 R1 Z 12 0 21 R2 X 36.35 0 22 R2 Z 20.98 0 23 R2 X 49.82 0 24 R2 Z 28.77 0 25 M42 X 103.03 %50 26 M42 Z 59.49 %50 27 MP6 X 52.72 0 28 MP6 Z 30.44 0 29 MP6 X 52.72 24 30 MP6 Z 30.44 24 31 MP4 X 274.05 6 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 23 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 10 : Wind Load AZI 240) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 32 MP4 Z 158.22 6 33 MP4 X 274.05 90 34 MP4 Z 158.22 90 35 MP5 X 274.05 6 36 MP5 Z 158.22 6 37 MP5 X 274.05 90 38 MP5 Z 158.22 90 39 MP6 X 52.35 72 40 MP6 Z 30.22 72 41 MP6 X 52.35 96 42 MP6 Z 30.22 96 43 R3 X 43.17 0 44 R3 Z 24.92 0 45 R3 X 31.01 0 46 R3 Z 17.9 0 47 R4 X 68.18 0 48 R4 Z 39.36 0 49 R4 X 73.48 0 50 R4 Z 42.42 0 51 M12 X 103.03 %50 52 M12 Z 59.49 %50 53 MP9 X 34.88 0 54 MP9 Z 20.14 0 55 MP9 X 34.88 24 56 MP9 Z 20.14 24 57 MP7 X 142.47 6 58 MP7 Z 82.25 6 59 MP7 X 142.47 90 60 MP7 Z 82.25 90 61 MP8 X 142.47 6 62 MP8 Z 82.25 6 63 MP8 X 142.47 90 64 MP8 Z 82.25 90 65 MP9 X 34.67 72 66 MP9 Z 20.02 72 67 MP9 X 34.67 96 68 MP9 Z 20.02 96 69 R5 X 31.55 0 70 R5 Z 18.21 0 71 R5 X 20.79 0 72 R5 Z 12 0 73 R6 X 36.35 0 74 R6 Z 20.98 0 75 R6 X 49.82 0 76 R6 Z 28.77 0 Member Point Loads (BLC 11 : Wind Load AZI 270) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X 33.4 0 2 MP3 Z 0 0 3 MP3 X 33.4 24 4 MP3 Z 0 24 5 MP1 X 113.86 6 6 MP1 Z 0 6 7 MP1 X 113.86 90 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 24 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 11 : Wind Load AZI 270) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 8 MP1 Z 0 90 9 MP2 X 113.86 6 10 MP2 Z 0 6 11 MP2 X 113.86 90 12 MP2 Z 0 90 13 MP3 X 33.23 72 14 MP3 Z 0 72 15 MP3 X 33.23 96 16 MP3 Z 0 96 17 R1 X 31.95 0 18 R1 Z 0 0 19 R1 X 20.07 0 20 R1 Z 0 0 21 R2 X 29.71 0 22 R2 Z 0 0 23 R2 X 48.42 0 24 R2 Z 0 0 25 M42 X 133.23 %50 26 M42 Z 0 %50 27 MP6 X 54 0 28 MP6 Z 0 0 29 MP6 X 54 24 30 MP6 Z 0 24 31 MP4 X 265.8 6 32 MP4 Z 0 6 33 MP4 X 265.8 90 34 MP4 Z 0 90 35 MP5 X 265.8 6 36 MP5 Z 0 6 37 MP5 X 265.8 90 38 MP5 Z 0 90 39 MP6 X 53.64 72 40 MP6 Z 0 72 41 MP6 X 53.64 96 42 MP6 Z 0 96 43 R3 X 45.37 0 44 R3 Z 0 0 45 R3 X 31.87 0 46 R3 Z 0 0 47 R4 X 66.48 0 48 R4 Z 0 0 49 R4 X 75.74 0 50 R4 Z 0 0 51 M12 X 133.23 %50 52 M12 Z 0 %50 53 MP9 X 54 0 54 MP9 Z 0 0 55 MP9 X 54 24 56 MP9 Z 0 24 57 MP7 X 265.8 6 58 MP7 Z 0 6 59 MP7 X 265.8 90 60 MP7 Z 0 90 61 MP8 X 265.8 6 62 MP8 Z 0 6 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 25 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 11 : Wind Load AZI 270) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 63 MP8 X 265.8 90 64 MP8 Z 0 90 65 MP9 X 53.64 72 66 MP9 Z 0 72 67 MP9 X 53.64 96 68 MP9 Z 0 96 69 R5 X 45.37 0 70 R5 Z 0 0 71 R5 X 31.87 0 72 R5 Z 0 0 73 R6 X 66.48 0 74 R6 Z 0 0 75 R6 X 75.74 0 76 R6 Z 0 0 Member Point Loads (BLC 12 : Wind Load AZI 300) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X 34.88 0 2 MP3 Z -20.14 0 3 MP3 X 34.88 24 4 MP3 Z -20.14 24 5 MP1 X 142.47 6 6 MP1 Z -82.25 6 7 MP1 X 142.47 90 8 MP1 Z -82.25 90 9 MP2 X 142.47 6 10 MP2 Z -82.25 6 11 MP2 X 142.47 90 12 MP2 Z -82.25 90 13 MP3 X 34.67 72 14 MP3 Z -20.02 72 15 MP3 X 34.67 96 16 MP3 Z -20.02 96 17 R1 X 31.55 0 18 R1 Z -18.21 0 19 R1 X 20.79 0 20 R1 Z -12 0 21 R2 X 36.35 0 22 R2 Z -20.98 0 23 R2 X 49.82 0 24 R2 Z -28.77 0 25 M42 X 103.03 %50 26 M42 Z -59.49 %50 27 MP6 X 34.88 0 28 MP6 Z -20.14 0 29 MP6 X 34.88 24 30 MP6 Z -20.14 24 31 MP4 X 142.47 6 32 MP4 Z -82.25 6 33 MP4 X 142.47 90 34 MP4 Z -82.25 90 35 MP5 X 142.47 6 36 MP5 Z -82.25 6 37 MP5 X 142.47 90 38 MP5 Z -82.25 90 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 26 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 12 : Wind Load AZI 300) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 39 MP6 X 34.67 72 40 MP6 Z -20.02 72 41 MP6 X 34.67 96 42 MP6 Z -20.02 96 43 R3 X 31.55 0 44 R3 Z -18.21 0 45 R3 X 20.79 0 46 R3 Z -12 0 47 R4 X 36.35 0 48 R4 Z -20.98 0 49 R4 X 49.82 0 50 R4 Z -28.77 0 51 M12 X 103.03 %50 52 M12 Z -59.49 %50 53 MP9 X 52.72 0 54 MP9 Z -30.44 0 55 MP9 X 52.72 24 56 MP9 Z -30.44 24 57 MP7 X 274.05 6 58 MP7 Z -158.22 6 59 MP7 X 274.05 90 60 MP7 Z -158.22 90 61 MP8 X 274.05 6 62 MP8 Z -158.22 6 63 MP8 X 274.05 90 64 MP8 Z -158.22 90 65 MP9 X 52.35 72 66 MP9 Z -30.22 72 67 MP9 X 52.35 96 68 MP9 Z -30.22 96 69 R5 X 43.17 0 70 R5 Z -24.92 0 71 R5 X 31.01 0 72 R5 Z -17.9 0 73 R6 X 68.18 0 74 R6 Z -39.36 0 75 R6 X 73.48 0 76 R6 Z -42.42 0 Member Point Loads (BLC 13 : Wind Load AZI 330) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X 27 0 2 MP3 Z -46.77 0 3 MP3 X 27 24 4 MP3 Z -46.77 24 5 MP1 X 132.9 6 6 MP1 Z -230.19 6 7 MP1 X 132.9 90 8 MP1 Z -230.19 90 9 MP2 X 132.9 6 10 MP2 Z -230.19 6 11 MP2 X 132.9 90 12 MP2 Z -230.19 90 13 MP3 X 26.82 72 14 MP3 Z -46.46 72 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 27 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 13 : Wind Load AZI 330) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 15 MP3 X 26.82 96 16 MP3 Z -46.46 96 17 R1 X 22.69 0 18 R1 Z -39.29 0 19 R1 X 15.94 0 20 R1 Z -27.6 0 21 R2 X 33.24 0 22 R2 Z -57.57 0 23 R2 X 37.87 0 24 R2 Z -65.6 0 25 M42 X 45.23 %50 26 M42 Z -78.34 %50 27 MP6 X 16.7 0 28 MP6 Z -28.93 0 29 MP6 X 16.7 24 30 MP6 Z -28.93 24 31 MP4 X 56.93 6 32 MP4 Z -98.6 6 33 MP4 X 56.93 90 34 MP4 Z -98.6 90 35 MP5 X 56.93 6 36 MP5 Z -98.6 6 37 MP5 X 56.93 90 38 MP5 Z -98.6 90 39 MP6 X 16.62 72 40 MP6 Z -28.78 72 41 MP6 X 16.62 96 42 MP6 Z -28.78 96 43 R3 X 15.98 0 44 R3 Z -27.67 0 45 R3 X 10.03 0 46 R3 Z -17.38 0 47 R4 X 14.86 0 48 R4 Z -25.73 0 49 R4 X 24.21 0 50 R4 Z -41.94 0 51 M12 X 45.23 %50 52 M12 Z -78.34 %50 53 MP9 X 27 0 54 MP9 Z -46.77 0 55 MP9 X 27 24 56 MP9 Z -46.77 24 57 MP7 X 132.9 6 58 MP7 Z -230.19 6 59 MP7 X 132.9 90 60 MP7 Z -230.19 90 61 MP8 X 132.9 6 62 MP8 Z -230.19 6 63 MP8 X 132.9 90 64 MP8 Z -230.19 90 65 MP9 X 26.82 72 66 MP9 Z -46.46 72 67 MP9 X 26.82 96 68 MP9 Z -46.46 96 69 R5 X 22.69 0 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 28 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 13 : Wind Load AZI 330) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 70 R5 Z -39.29 0 71 R5 X 15.94 0 72 R5 Z -27.6 0 73 R6 X 33.24 0 74 R6 Z -57.57 0 75 R6 X 37.87 0 76 R6 Z -65.6 0 Member Point Loads (BLC 16 : Ice Weight) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 Y -41.096 0 2 MP3 Y -41.096 24 3 MP1 Y -144.002 6 4 MP1 Y -144.002 90 5 MP2 Y -144.002 6 6 MP2 Y -144.002 90 7 MP3 Y -41.014 72 8 MP3 Y -41.014 96 9 R1 Y -40.678 0 10 R1 Y -29.164 0 11 R2 Y -45.986 0 12 R2 Y -59.929 0 13 M42 Y -90.859 %50 14 MP6 Y -41.096 0 15 MP6 Y -41.096 24 16 MP4 Y -144.002 6 17 MP4 Y -144.002 90 18 MP5 Y -144.002 6 19 MP5 Y -144.002 90 20 MP6 Y -41.014 72 21 MP6 Y -41.014 96 22 R3 Y -40.678 0 23 R3 Y -29.164 0 24 R4 Y -45.986 0 25 R4 Y -59.929 0 26 M12 Y -90.859 %50 27 MP9 Y -41.096 0 28 MP9 Y -41.096 24 29 MP7 Y -144.002 6 30 MP7 Y -144.002 90 31 MP8 Y -144.002 6 32 MP8 Y -144.002 90 33 MP9 Y -41.014 72 34 MP9 Y -41.014 96 35 R5 Y -40.678 0 36 R5 Y -29.164 0 37 R6 Y -45.986 0 38 R6 Y -59.929 0 Member Point Loads (BLC 17 : Ice Wind Load AZI 0) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X 0 0 2 MP3 Z -5.18 0 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 29 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 17 : Ice Wind Load AZI 0) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 3 MP3 X 0 24 4 MP3 Z -5.18 24 5 MP1 X 0 6 6 MP1 Z -24.35 6 7 MP1 X 0 90 8 MP1 Z -24.35 90 9 MP2 X 0 6 10 MP2 Z -24.35 6 11 MP2 X 0 90 12 MP2 Z -24.35 90 13 MP3 X 0 72 14 MP3 Z -5.15 72 15 MP3 X 0 96 16 MP3 Z -5.15 96 17 R1 X 0 0 18 R1 Z -5.37 0 19 R1 X 0 0 20 R1 Z -4.2 0 21 R2 X 0 0 22 R2 Z -7.9 0 23 R2 X 0 0 24 R2 Z -8.09 0 25 M42 X 0 %50 26 M42 Z -8.66 %50 27 MP6 X 0 0 28 MP6 Z -4.28 0 29 MP6 X 0 24 30 MP6 Z -4.28 24 31 MP4 X 0 6 32 MP4 Z -16.39 6 33 MP4 X 0 90 34 MP4 Z -16.39 90 35 MP5 X 0 6 36 MP5 Z -16.39 6 37 MP5 X 0 90 38 MP5 Z -16.39 90 39 MP6 X 0 72 40 MP6 Z -4.25 72 41 MP6 X 0 96 42 MP6 Z -4.25 96 43 R3 X 0 0 44 R3 Z -4.68 0 45 R3 X 0 0 46 R3 Z -3.37 0 47 R4 X 0 0 48 R4 Z -5.32 0 49 R4 X 0 0 50 R4 Z -6.77 0 51 M12 X 0 %50 52 M12 Z -8.66 %50 53 MP9 X 0 0 54 MP9 Z -4.28 0 55 MP9 X 0 24 56 MP9 Z -4.28 24 57 MP7 X 0 6 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 30 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 17 : Ice Wind Load AZI 0) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 58 MP7 Z -16.39 6 59 MP7 X 0 90 60 MP7 Z -16.39 90 61 MP8 X 0 6 62 MP8 Z -16.39 6 63 MP8 X 0 90 64 MP8 Z -16.39 90 65 MP9 X 0 72 66 MP9 Z -4.25 72 67 MP9 X 0 96 68 MP9 Z -4.25 96 69 R5 X 0 0 70 R5 Z -4.68 0 71 R5 X 0 0 72 R5 Z -3.37 0 73 R6 X 0 0 74 R6 Z -5.32 0 75 R6 X 0 0 76 R6 Z -6.77 0 Member Point Loads (BLC 18 : Ice Wind Load AZI 30) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X -2.44 0 2 MP3 Z -4.23 0 3 MP3 X -2.44 24 4 MP3 Z -4.23 24 5 MP1 X -10.85 6 6 MP1 Z -18.79 6 7 MP1 X -10.85 90 8 MP1 Z -18.79 90 9 MP2 X -10.85 6 10 MP2 Z -18.79 6 11 MP2 X -10.85 90 12 MP2 Z -18.79 90 13 MP3 X -2.43 72 14 MP3 Z -4.2 72 15 MP3 X -2.43 96 16 MP3 Z -4.2 96 17 R1 X -2.57 0 18 R1 Z -4.45 0 19 R1 X -1.96 0 20 R1 Z -3.4 0 21 R2 X -3.52 0 22 R2 Z -6.1 0 23 R2 X -3.83 0 24 R2 Z -6.63 0 25 M42 X -4.64 %50 26 M42 Z -8.04 %50 27 MP6 X -2.44 0 28 MP6 Z -4.23 0 29 MP6 X -2.44 24 30 MP6 Z -4.23 24 31 MP4 X -10.85 6 32 MP4 Z -18.79 6 33 MP4 X -10.85 90 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 31 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 18 : Ice Wind Load AZI 30) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 34 MP4 Z -18.79 90 35 MP5 X -10.85 6 36 MP5 Z -18.79 6 37 MP5 X -10.85 90 38 MP5 Z -18.79 90 39 MP6 X -2.43 72 40 MP6 Z -4.2 72 41 MP6 X -2.43 96 42 MP6 Z -4.2 96 43 R3 X -2.57 0 44 R3 Z -4.45 0 45 R3 X -1.96 0 46 R3 Z -3.4 0 47 R4 X -3.52 0 48 R4 Z -6.1 0 49 R4 X -3.83 0 50 R4 Z -6.63 0 51 M12 X -4.64 %50 52 M12 Z -8.04 %50 53 MP9 X -1.99 0 54 MP9 Z -3.44 0 55 MP9 X -1.99 24 56 MP9 Z -3.44 24 57 MP7 X -6.87 6 58 MP7 Z -11.9 6 59 MP7 X -6.87 90 60 MP7 Z -11.9 90 61 MP8 X -6.87 6 62 MP8 Z -11.9 6 63 MP8 X -6.87 90 64 MP8 Z -11.9 90 65 MP9 X -1.98 72 66 MP9 Z -3.43 72 67 MP9 X -1.98 96 68 MP9 Z -3.43 96 69 R5 X -2.23 0 70 R5 Z -3.86 0 71 R5 X -1.55 0 72 R5 Z -2.68 0 73 R6 X -2.23 0 74 R6 Z -3.86 0 75 R6 X -3.17 0 76 R6 Z -5.48 0 Member Point Loads (BLC 19 : Ice Wind Load AZI 60) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X -3.71 0 2 MP3 Z -2.14 0 3 MP3 X -3.71 24 4 MP3 Z -2.14 24 5 MP1 X -14.2 6 6 MP1 Z -8.2 6 7 MP1 X -14.2 90 8 MP1 Z -8.2 90 9 MP2 X -14.2 6 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 32 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 19 : Ice Wind Load AZI 60) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 10 MP2 Z -8.2 6 11 MP2 X -14.2 90 12 MP2 Z -8.2 90 13 MP3 X -3.68 72 14 MP3 Z -2.13 72 15 MP3 X -3.68 96 16 MP3 Z -2.13 96 17 R1 X -4.05 0 18 R1 Z -2.34 0 19 R1 X -2.92 0 20 R1 Z -1.68 0 21 R2 X -4.61 0 22 R2 Z -2.66 0 23 R2 X -5.86 0 24 R2 Z -3.39 0 25 M42 X -9.13 %50 26 M42 Z -5.27 %50 27 MP6 X -4.49 0 28 MP6 Z -2.59 0 29 MP6 X -4.49 24 30 MP6 Z -2.59 24 31 MP4 X -21.09 6 32 MP4 Z -12.18 6 33 MP4 X -21.09 90 34 MP4 Z -12.18 90 35 MP5 X -21.09 6 36 MP5 Z -12.18 6 37 MP5 X -21.09 90 38 MP5 Z -12.18 90 39 MP6 X -4.46 72 40 MP6 Z -2.58 72 41 MP6 X -4.46 96 42 MP6 Z -2.58 96 43 R3 X -4.65 0 44 R3 Z -2.68 0 45 R3 X -3.64 0 46 R3 Z -2.1 0 47 R4 X -6.84 0 48 R4 Z -3.95 0 49 R4 X -7.01 0 50 R4 Z -4.05 0 51 M12 X -9.13 %50 52 M12 Z -5.27 %50 53 MP9 X -3.71 0 54 MP9 Z -2.14 0 55 MP9 X -3.71 24 56 MP9 Z -2.14 24 57 MP7 X -14.2 6 58 MP7 Z -8.2 6 59 MP7 X -14.2 90 60 MP7 Z -8.2 90 61 MP8 X -14.2 6 62 MP8 Z -8.2 6 63 MP8 X -14.2 90 64 MP8 Z -8.2 90 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 33 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 19 : Ice Wind Load AZI 60) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 65 MP9 X -3.68 72 66 MP9 Z -2.13 72 67 MP9 X -3.68 96 68 MP9 Z -2.13 96 69 R5 X -4.05 0 70 R5 Z -2.34 0 71 R5 X -2.92 0 72 R5 Z -1.68 0 73 R6 X -4.61 0 74 R6 Z -2.66 0 75 R6 X -5.86 0 76 R6 Z -3.39 0 Member Point Loads (BLC 20 : Ice Wind Load AZI 90) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X -3.98 0 2 MP3 Z 0 0 3 MP3 X -3.98 24 4 MP3 Z 0 24 5 MP1 X -13.74 6 6 MP1 Z 0 6 7 MP1 X -13.74 90 8 MP1 Z 0 90 9 MP2 X -13.74 6 10 MP2 Z 0 6 11 MP2 X -13.74 90 12 MP2 Z 0 90 13 MP3 X -3.96 72 14 MP3 Z 0 72 15 MP3 X -3.96 96 16 MP3 Z 0 96 17 R1 X -4.45 0 18 R1 Z 0 0 19 R1 X -3.09 0 20 R1 Z 0 0 21 R2 X -4.46 0 22 R2 Z 0 0 23 R2 X -6.33 0 24 R2 Z 0 0 25 M42 X -11.16 %50 26 M42 Z 0 %50 27 MP6 X -4.88 0 28 MP6 Z 0 0 29 MP6 X -4.88 24 30 MP6 Z 0 24 31 MP4 X -21.7 6 32 MP4 Z 0 6 33 MP4 X -21.7 90 34 MP4 Z 0 90 35 MP5 X -21.7 6 36 MP5 Z 0 6 37 MP5 X -21.7 90 38 MP5 Z 0 90 39 MP6 X -4.85 72 40 MP6 Z 0 72 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 34 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 20 : Ice Wind Load AZI 90) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 41 MP6 X -4.85 96 42 MP6 Z 0 96 43 R3 X -5.14 0 44 R3 Z 0 0 45 R3 X -3.92 0 46 R3 Z 0 0 47 R4 X -7.04 0 48 R4 Z 0 0 49 R4 X -7.65 0 50 R4 Z 0 0 51 M12 X -11.16 %50 52 M12 Z 0 %50 53 MP9 X -4.88 0 54 MP9 Z 0 0 55 MP9 X -4.88 24 56 MP9 Z 0 24 57 MP7 X -21.7 6 58 MP7 Z 0 6 59 MP7 X -21.7 90 60 MP7 Z 0 90 61 MP8 X -21.7 6 62 MP8 Z 0 6 63 MP8 X -21.7 90 64 MP8 Z 0 90 65 MP9 X -4.85 72 66 MP9 Z 0 72 67 MP9 X -4.85 96 68 MP9 Z 0 96 69 R5 X -5.14 0 70 R5 Z 0 0 71 R5 X -3.92 0 72 R5 Z 0 0 73 R6 X -7.04 0 74 R6 Z 0 0 75 R6 X -7.65 0 76 R6 Z 0 0 Member Point Loads (BLC 21 : Ice Wind Load AZI 120) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X -3.71 0 2 MP3 Z 2.14 0 3 MP3 X -3.71 24 4 MP3 Z 2.14 24 5 MP1 X -14.2 6 6 MP1 Z 8.2 6 7 MP1 X -14.2 90 8 MP1 Z 8.2 90 9 MP2 X -14.2 6 10 MP2 Z 8.2 6 11 MP2 X -14.2 90 12 MP2 Z 8.2 90 13 MP3 X -3.68 72 14 MP3 Z 2.13 72 15 MP3 X -3.68 96 16 MP3 Z 2.13 96 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 35 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 21 : Ice Wind Load AZI 120) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 17 R1 X -4.05 0 18 R1 Z 2.34 0 19 R1 X -2.92 0 20 R1 Z 1.68 0 21 R2 X -4.61 0 22 R2 Z 2.66 0 23 R2 X -5.86 0 24 R2 Z 3.39 0 25 M42 X -9.13 %50 26 M42 Z 5.27 %50 27 MP6 X -3.71 0 28 MP6 Z 2.14 0 29 MP6 X -3.71 24 30 MP6 Z 2.14 24 31 MP4 X -14.2 6 32 MP4 Z 8.2 6 33 MP4 X -14.2 90 34 MP4 Z 8.2 90 35 MP5 X -14.2 6 36 MP5 Z 8.2 6 37 MP5 X -14.2 90 38 MP5 Z 8.2 90 39 MP6 X -3.68 72 40 MP6 Z 2.13 72 41 MP6 X -3.68 96 42 MP6 Z 2.13 96 43 R3 X -4.05 0 44 R3 Z 2.34 0 45 R3 X -2.92 0 46 R3 Z 1.68 0 47 R4 X -4.61 0 48 R4 Z 2.66 0 49 R4 X -5.86 0 50 R4 Z 3.39 0 51 M12 X -9.13 %50 52 M12 Z 5.27 %50 53 MP9 X -4.49 0 54 MP9 Z 2.59 0 55 MP9 X -4.49 24 56 MP9 Z 2.59 24 57 MP7 X -21.09 6 58 MP7 Z 12.18 6 59 MP7 X -21.09 90 60 MP7 Z 12.18 90 61 MP8 X -21.09 6 62 MP8 Z 12.18 6 63 MP8 X -21.09 90 64 MP8 Z 12.18 90 65 MP9 X -4.46 72 66 MP9 Z 2.58 72 67 MP9 X -4.46 96 68 MP9 Z 2.58 96 69 R5 X -4.65 0 70 R5 Z 2.68 0 71 R5 X -3.64 0 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 36 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 21 : Ice Wind Load AZI 120) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 72 R5 Z 2.1 0 73 R6 X -6.84 0 74 R6 Z 3.95 0 75 R6 X -7.01 0 76 R6 Z 4.05 0 Member Point Loads (BLC 22 : Ice Wind Load AZI 150) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X -2.44 0 2 MP3 Z 4.23 0 3 MP3 X -2.44 24 4 MP3 Z 4.23 24 5 MP1 X -10.85 6 6 MP1 Z 18.79 6 7 MP1 X -10.85 90 8 MP1 Z 18.79 90 9 MP2 X -10.85 6 10 MP2 Z 18.79 6 11 MP2 X -10.85 90 12 MP2 Z 18.79 90 13 MP3 X -2.43 72 14 MP3 Z 4.2 72 15 MP3 X -2.43 96 16 MP3 Z 4.2 96 17 R1 X -2.57 0 18 R1 Z 4.45 0 19 R1 X -1.96 0 20 R1 Z 3.4 0 21 R2 X -3.52 0 22 R2 Z 6.1 0 23 R2 X -3.83 0 24 R2 Z 6.63 0 25 M42 X -4.64 %50 26 M42 Z 8.04 %50 27 MP6 X -1.99 0 28 MP6 Z 3.44 0 29 MP6 X -1.99 24 30 MP6 Z 3.44 24 31 MP4 X -6.87 6 32 MP4 Z 11.9 6 33 MP4 X -6.87 90 34 MP4 Z 11.9 90 35 MP5 X -6.87 6 36 MP5 Z 11.9 6 37 MP5 X -6.87 90 38 MP5 Z 11.9 90 39 MP6 X -1.98 72 40 MP6 Z 3.43 72 41 MP6 X -1.98 96 42 MP6 Z 3.43 96 43 R3 X -2.23 0 44 R3 Z 3.86 0 45 R3 X -1.55 0 46 R3 Z 2.68 0 47 R4 X -2.23 0 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 37 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 22 : Ice Wind Load AZI 150) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 48 R4 Z 3.86 0 49 R4 X -3.17 0 50 R4 Z 5.48 0 51 M12 X -4.64 %50 52 M12 Z 8.04 %50 53 MP9 X -2.44 0 54 MP9 Z 4.23 0 55 MP9 X -2.44 24 56 MP9 Z 4.23 24 57 MP7 X -10.85 6 58 MP7 Z 18.79 6 59 MP7 X -10.85 90 60 MP7 Z 18.79 90 61 MP8 X -10.85 6 62 MP8 Z 18.79 6 63 MP8 X -10.85 90 64 MP8 Z 18.79 90 65 MP9 X -2.43 72 66 MP9 Z 4.2 72 67 MP9 X -2.43 96 68 MP9 Z 4.2 96 69 R5 X -2.57 0 70 R5 Z 4.45 0 71 R5 X -1.96 0 72 R5 Z 3.4 0 73 R6 X -3.52 0 74 R6 Z 6.1 0 75 R6 X -3.83 0 76 R6 Z 6.63 0 Member Point Loads (BLC 23 : Ice Wind Load AZI 180) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X 0 0 2 MP3 Z 5.18 0 3 MP3 X 0 24 4 MP3 Z 5.18 24 5 MP1 X 0 6 6 MP1 Z 24.35 6 7 MP1 X 0 90 8 MP1 Z 24.35 90 9 MP2 X 0 6 10 MP2 Z 24.35 6 11 MP2 X 0 90 12 MP2 Z 24.35 90 13 MP3 X 0 72 14 MP3 Z 5.15 72 15 MP3 X 0 96 16 MP3 Z 5.15 96 17 R1 X 0 0 18 R1 Z 5.37 0 19 R1 X 0 0 20 R1 Z 4.2 0 21 R2 X 0 0 22 R2 Z 7.9 0 23 R2 X 0 0 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 38 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 23 : Ice Wind Load AZI 180) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 24 R2 Z 8.09 0 25 M42 X 0 %50 26 M42 Z 8.66 %50 27 MP6 X 0 0 28 MP6 Z 4.28 0 29 MP6 X 0 24 30 MP6 Z 4.28 24 31 MP4 X 0 6 32 MP4 Z 16.39 6 33 MP4 X 0 90 34 MP4 Z 16.39 90 35 MP5 X 0 6 36 MP5 Z 16.39 6 37 MP5 X 0 90 38 MP5 Z 16.39 90 39 MP6 X 0 72 40 MP6 Z 4.25 72 41 MP6 X 0 96 42 MP6 Z 4.25 96 43 R3 X 0 0 44 R3 Z 4.68 0 45 R3 X 0 0 46 R3 Z 3.37 0 47 R4 X 0 0 48 R4 Z 5.32 0 49 R4 X 0 0 50 R4 Z 6.77 0 51 M12 X 0 %50 52 M12 Z 8.66 %50 53 MP9 X 0 0 54 MP9 Z 4.28 0 55 MP9 X 0 24 56 MP9 Z 4.28 24 57 MP7 X 0 6 58 MP7 Z 16.39 6 59 MP7 X 0 90 60 MP7 Z 16.39 90 61 MP8 X 0 6 62 MP8 Z 16.39 6 63 MP8 X 0 90 64 MP8 Z 16.39 90 65 MP9 X 0 72 66 MP9 Z 4.25 72 67 MP9 X 0 96 68 MP9 Z 4.25 96 69 R5 X 0 0 70 R5 Z 4.68 0 71 R5 X 0 0 72 R5 Z 3.37 0 73 R6 X 0 0 74 R6 Z 5.32 0 75 R6 X 0 0 76 R6 Z 6.77 0 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 39 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 24 : Ice Wind Load AZI 210) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X 2.44 0 2 MP3 Z 4.23 0 3 MP3 X 2.44 24 4 MP3 Z 4.23 24 5 MP1 X 10.85 6 6 MP1 Z 18.79 6 7 MP1 X 10.85 90 8 MP1 Z 18.79 90 9 MP2 X 10.85 6 10 MP2 Z 18.79 6 11 MP2 X 10.85 90 12 MP2 Z 18.79 90 13 MP3 X 2.43 72 14 MP3 Z 4.2 72 15 MP3 X 2.43 96 16 MP3 Z 4.2 96 17 R1 X 2.57 0 18 R1 Z 4.45 0 19 R1 X 1.96 0 20 R1 Z 3.4 0 21 R2 X 3.52 0 22 R2 Z 6.1 0 23 R2 X 3.83 0 24 R2 Z 6.63 0 25 M42 X 4.64 %50 26 M42 Z 8.04 %50 27 MP6 X 2.44 0 28 MP6 Z 4.23 0 29 MP6 X 2.44 24 30 MP6 Z 4.23 24 31 MP4 X 10.85 6 32 MP4 Z 18.79 6 33 MP4 X 10.85 90 34 MP4 Z 18.79 90 35 MP5 X 10.85 6 36 MP5 Z 18.79 6 37 MP5 X 10.85 90 38 MP5 Z 18.79 90 39 MP6 X 2.43 72 40 MP6 Z 4.2 72 41 MP6 X 2.43 96 42 MP6 Z 4.2 96 43 R3 X 2.57 0 44 R3 Z 4.45 0 45 R3 X 1.96 0 46 R3 Z 3.4 0 47 R4 X 3.52 0 48 R4 Z 6.1 0 49 R4 X 3.83 0 50 R4 Z 6.63 0 51 M12 X 4.64 %50 52 M12 Z 8.04 %50 53 MP9 X 1.99 0 54 MP9 Z 3.44 0 55 MP9 X 1.99 24 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 40 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 24 : Ice Wind Load AZI 210) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 56 MP9 Z 3.44 24 57 MP7 X 6.87 6 58 MP7 Z 11.9 6 59 MP7 X 6.87 90 60 MP7 Z 11.9 90 61 MP8 X 6.87 6 62 MP8 Z 11.9 6 63 MP8 X 6.87 90 64 MP8 Z 11.9 90 65 MP9 X 1.98 72 66 MP9 Z 3.43 72 67 MP9 X 1.98 96 68 MP9 Z 3.43 96 69 R5 X 2.23 0 70 R5 Z 3.86 0 71 R5 X 1.55 0 72 R5 Z 2.68 0 73 R6 X 2.23 0 74 R6 Z 3.86 0 75 R6 X 3.17 0 76 R6 Z 5.48 0 Member Point Loads (BLC 25 : Ice Wind Load AZI 240) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X 3.71 0 2 MP3 Z 2.14 0 3 MP3 X 3.71 24 4 MP3 Z 2.14 24 5 MP1 X 14.2 6 6 MP1 Z 8.2 6 7 MP1 X 14.2 90 8 MP1 Z 8.2 90 9 MP2 X 14.2 6 10 MP2 Z 8.2 6 11 MP2 X 14.2 90 12 MP2 Z 8.2 90 13 MP3 X 3.68 72 14 MP3 Z 2.13 72 15 MP3 X 3.68 96 16 MP3 Z 2.13 96 17 R1 X 4.05 0 18 R1 Z 2.34 0 19 R1 X 2.92 0 20 R1 Z 1.68 0 21 R2 X 4.61 0 22 R2 Z 2.66 0 23 R2 X 5.86 0 24 R2 Z 3.39 0 25 M42 X 9.13 %50 26 M42 Z 5.27 %50 27 MP6 X 4.49 0 28 MP6 Z 2.59 0 29 MP6 X 4.49 24 30 MP6 Z 2.59 24 31 MP4 X 21.09 6 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 41 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 25 : Ice Wind Load AZI 240) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 32 MP4 Z 12.18 6 33 MP4 X 21.09 90 34 MP4 Z 12.18 90 35 MP5 X 21.09 6 36 MP5 Z 12.18 6 37 MP5 X 21.09 90 38 MP5 Z 12.18 90 39 MP6 X 4.46 72 40 MP6 Z 2.58 72 41 MP6 X 4.46 96 42 MP6 Z 2.58 96 43 R3 X 4.65 0 44 R3 Z 2.68 0 45 R3 X 3.64 0 46 R3 Z 2.1 0 47 R4 X 6.84 0 48 R4 Z 3.95 0 49 R4 X 7.01 0 50 R4 Z 4.05 0 51 M12 X 9.13 %50 52 M12 Z 5.27 %50 53 MP9 X 3.71 0 54 MP9 Z 2.14 0 55 MP9 X 3.71 24 56 MP9 Z 2.14 24 57 MP7 X 14.2 6 58 MP7 Z 8.2 6 59 MP7 X 14.2 90 60 MP7 Z 8.2 90 61 MP8 X 14.2 6 62 MP8 Z 8.2 6 63 MP8 X 14.2 90 64 MP8 Z 8.2 90 65 MP9 X 3.68 72 66 MP9 Z 2.13 72 67 MP9 X 3.68 96 68 MP9 Z 2.13 96 69 R5 X 4.05 0 70 R5 Z 2.34 0 71 R5 X 2.92 0 72 R5 Z 1.68 0 73 R6 X 4.61 0 74 R6 Z 2.66 0 75 R6 X 5.86 0 76 R6 Z 3.39 0 Member Point Loads (BLC 26 : Ice Wind Load AZI 270) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X 3.98 0 2 MP3 Z 0 0 3 MP3 X 3.98 24 4 MP3 Z 0 24 5 MP1 X 13.74 6 6 MP1 Z 0 6 7 MP1 X 13.74 90 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 42 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 26 : Ice Wind Load AZI 270) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 8 MP1 Z 0 90 9 MP2 X 13.74 6 10 MP2 Z 0 6 11 MP2 X 13.74 90 12 MP2 Z 0 90 13 MP3 X 3.96 72 14 MP3 Z 0 72 15 MP3 X 3.96 96 16 MP3 Z 0 96 17 R1 X 4.45 0 18 R1 Z 0 0 19 R1 X 3.09 0 20 R1 Z 0 0 21 R2 X 4.46 0 22 R2 Z 0 0 23 R2 X 6.33 0 24 R2 Z 0 0 25 M42 X 11.16 %50 26 M42 Z 0 %50 27 MP6 X 4.88 0 28 MP6 Z 0 0 29 MP6 X 4.88 24 30 MP6 Z 0 24 31 MP4 X 21.7 6 32 MP4 Z 0 6 33 MP4 X 21.7 90 34 MP4 Z 0 90 35 MP5 X 21.7 6 36 MP5 Z 0 6 37 MP5 X 21.7 90 38 MP5 Z 0 90 39 MP6 X 4.85 72 40 MP6 Z 0 72 41 MP6 X 4.85 96 42 MP6 Z 0 96 43 R3 X 5.14 0 44 R3 Z 0 0 45 R3 X 3.92 0 46 R3 Z 0 0 47 R4 X 7.04 0 48 R4 Z 0 0 49 R4 X 7.65 0 50 R4 Z 0 0 51 M12 X 11.16 %50 52 M12 Z 0 %50 53 MP9 X 4.88 0 54 MP9 Z 0 0 55 MP9 X 4.88 24 56 MP9 Z 0 24 57 MP7 X 21.7 6 58 MP7 Z 0 6 59 MP7 X 21.7 90 60 MP7 Z 0 90 61 MP8 X 21.7 6 62 MP8 Z 0 6 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 43 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 26 : Ice Wind Load AZI 270) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 63 MP8 X 21.7 90 64 MP8 Z 0 90 65 MP9 X 4.85 72 66 MP9 Z 0 72 67 MP9 X 4.85 96 68 MP9 Z 0 96 69 R5 X 5.14 0 70 R5 Z 0 0 71 R5 X 3.92 0 72 R5 Z 0 0 73 R6 X 7.04 0 74 R6 Z 0 0 75 R6 X 7.65 0 76 R6 Z 0 0 Member Point Loads (BLC 27 : Ice Wind Load AZI 300) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X 3.71 0 2 MP3 Z -2.14 0 3 MP3 X 3.71 24 4 MP3 Z -2.14 24 5 MP1 X 14.2 6 6 MP1 Z -8.2 6 7 MP1 X 14.2 90 8 MP1 Z -8.2 90 9 MP2 X 14.2 6 10 MP2 Z -8.2 6 11 MP2 X 14.2 90 12 MP2 Z -8.2 90 13 MP3 X 3.68 72 14 MP3 Z -2.13 72 15 MP3 X 3.68 96 16 MP3 Z -2.13 96 17 R1 X 4.05 0 18 R1 Z -2.34 0 19 R1 X 2.92 0 20 R1 Z -1.68 0 21 R2 X 4.61 0 22 R2 Z -2.66 0 23 R2 X 5.86 0 24 R2 Z -3.39 0 25 M42 X 9.13 %50 26 M42 Z -5.27 %50 27 MP6 X 3.71 0 28 MP6 Z -2.14 0 29 MP6 X 3.71 24 30 MP6 Z -2.14 24 31 MP4 X 14.2 6 32 MP4 Z -8.2 6 33 MP4 X 14.2 90 34 MP4 Z -8.2 90 35 MP5 X 14.2 6 36 MP5 Z -8.2 6 37 MP5 X 14.2 90 38 MP5 Z -8.2 90 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 44 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 27 : Ice Wind Load AZI 300) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 39 MP6 X 3.68 72 40 MP6 Z -2.13 72 41 MP6 X 3.68 96 42 MP6 Z -2.13 96 43 R3 X 4.05 0 44 R3 Z -2.34 0 45 R3 X 2.92 0 46 R3 Z -1.68 0 47 R4 X 4.61 0 48 R4 Z -2.66 0 49 R4 X 5.86 0 50 R4 Z -3.39 0 51 M12 X 9.13 %50 52 M12 Z -5.27 %50 53 MP9 X 4.49 0 54 MP9 Z -2.59 0 55 MP9 X 4.49 24 56 MP9 Z -2.59 24 57 MP7 X 21.09 6 58 MP7 Z -12.18 6 59 MP7 X 21.09 90 60 MP7 Z -12.18 90 61 MP8 X 21.09 6 62 MP8 Z -12.18 6 63 MP8 X 21.09 90 64 MP8 Z -12.18 90 65 MP9 X 4.46 72 66 MP9 Z -2.58 72 67 MP9 X 4.46 96 68 MP9 Z -2.58 96 69 R5 X 4.65 0 70 R5 Z -2.68 0 71 R5 X 3.64 0 72 R5 Z -2.1 0 73 R6 X 6.84 0 74 R6 Z -3.95 0 75 R6 X 7.01 0 76 R6 Z -4.05 0 Member Point Loads (BLC 28 : Ice Wind Load AZI 330) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X 2.44 0 2 MP3 Z -4.23 0 3 MP3 X 2.44 24 4 MP3 Z -4.23 24 5 MP1 X 10.85 6 6 MP1 Z -18.79 6 7 MP1 X 10.85 90 8 MP1 Z -18.79 90 9 MP2 X 10.85 6 10 MP2 Z -18.79 6 11 MP2 X 10.85 90 12 MP2 Z -18.79 90 13 MP3 X 2.43 72 14 MP3 Z -4.2 72 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 45 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 28 : Ice Wind Load AZI 330) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 15 MP3 X 2.43 96 16 MP3 Z -4.2 96 17 R1 X 2.57 0 18 R1 Z -4.45 0 19 R1 X 1.96 0 20 R1 Z -3.4 0 21 R2 X 3.52 0 22 R2 Z -6.1 0 23 R2 X 3.83 0 24 R2 Z -6.63 0 25 M42 X 4.64 %50 26 M42 Z -8.04 %50 27 MP6 X 1.99 0 28 MP6 Z -3.44 0 29 MP6 X 1.99 24 30 MP6 Z -3.44 24 31 MP4 X 6.87 6 32 MP4 Z -11.9 6 33 MP4 X 6.87 90 34 MP4 Z -11.9 90 35 MP5 X 6.87 6 36 MP5 Z -11.9 6 37 MP5 X 6.87 90 38 MP5 Z -11.9 90 39 MP6 X 1.98 72 40 MP6 Z -3.43 72 41 MP6 X 1.98 96 42 MP6 Z -3.43 96 43 R3 X 2.23 0 44 R3 Z -3.86 0 45 R3 X 1.55 0 46 R3 Z -2.68 0 47 R4 X 2.23 0 48 R4 Z -3.86 0 49 R4 X 3.17 0 50 R4 Z -5.48 0 51 M12 X 4.64 %50 52 M12 Z -8.04 %50 53 MP9 X 2.44 0 54 MP9 Z -4.23 0 55 MP9 X 2.44 24 56 MP9 Z -4.23 24 57 MP7 X 10.85 6 58 MP7 Z -18.79 6 59 MP7 X 10.85 90 60 MP7 Z -18.79 90 61 MP8 X 10.85 6 62 MP8 Z -18.79 6 63 MP8 X 10.85 90 64 MP8 Z -18.79 90 65 MP9 X 2.43 72 66 MP9 Z -4.2 72 67 MP9 X 2.43 96 68 MP9 Z -4.2 96 69 R5 X 2.57 0 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 46 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 28 : Ice Wind Load AZI 330) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 70 R5 Z -4.45 0 71 R5 X 1.96 0 72 R5 Z -3.4 0 73 R6 X 3.52 0 74 R6 Z -6.1 0 75 R6 X 3.83 0 76 R6 Z -6.63 0 Member Point Loads (BLC 31 : Seismic Load Z) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 Z -63.693 0 2 MP3 Z -63.693 24 3 MP1 Z -77.682 6 4 MP1 Z -77.682 90 5 MP2 Z -77.682 6 6 MP2 Z -77.682 90 7 MP3 Z -63.693 72 8 MP3 Z -63.693 96 9 R1 Z -55.212 0 10 R1 Z -47.251 0 11 R2 Z -90.586 0 12 R2 Z -130.21 0 13 M42 Z -33.641 %50 14 MP6 Z -63.693 0 15 MP6 Z -63.693 24 16 MP4 Z -77.682 6 17 MP4 Z -77.682 90 18 MP5 Z -77.682 6 19 MP5 Z -77.682 90 20 MP6 Z -63.693 72 21 MP6 Z -63.693 96 22 R3 Z -55.212 0 23 R3 Z -47.251 0 24 R4 Z -90.586 0 25 R4 Z -130.21 0 26 M12 Z -33.641 %50 27 MP9 Z -63.693 0 28 MP9 Z -63.693 24 29 MP7 Z -77.682 6 30 MP7 Z -77.682 90 31 MP8 Z -77.682 6 32 MP8 Z -77.682 90 33 MP9 Z -63.693 72 34 MP9 Z -63.693 96 35 R5 Z -55.212 0 36 R5 Z -47.251 0 37 R6 Z -90.586 0 38 R6 Z -130.21 0 Member Point Loads (BLC 32 : Seismic Load X) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 1 MP3 X -63.693 0 2 MP3 X -63.693 24 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 47 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Point Loads (BLC 32 : Seismic Load X) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(in, %)] 3 MP1 X -77.682 6 4 MP1 X -77.682 90 5 MP2 X -77.682 6 6 MP2 X -77.682 90 7 MP3 X -63.693 72 8 MP3 X -63.693 96 9 R1 X -55.212 0 10 R1 X -47.251 0 11 R2 X -90.586 0 12 R2 X -130.21 0 13 M42 X -33.641 %50 14 MP6 X -63.693 0 15 MP6 X -63.693 24 16 MP4 X -77.682 6 17 MP4 X -77.682 90 18 MP5 X -77.682 6 19 MP5 X -77.682 90 20 MP6 X -63.693 72 21 MP6 X -63.693 96 22 R3 X -55.212 0 23 R3 X -47.251 0 24 R4 X -90.586 0 25 R4 X -130.21 0 26 M12 X -33.641 %50 27 MP9 X -63.693 0 28 MP9 X -63.693 24 29 MP7 X -77.682 6 30 MP7 X -77.682 90 31 MP8 X -77.682 6 32 MP8 X -77.682 90 33 MP9 X -63.693 72 34 MP9 X -63.693 96 35 R5 X -55.212 0 36 R5 X -47.251 0 37 R6 X -90.586 0 38 R6 X -130.21 0 Member Distributed Loads (BLC 14 : Distr. Wind Load Z) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 SZ -37.137 -37.137 0 %100 2 M2 SZ -37.137 -37.137 0 %100 3 M3 SZ -37.137 -37.137 0 %100 4 M4 SZ -37.137 -37.137 0 %100 5 M5 SZ -37.137 -37.137 0 %100 6 M6 SZ -37.137 -37.137 0 %100 7 MP3 SZ -37.137 -37.137 0 %100 8 MP2 SZ -37.137 -37.137 0 %100 9 MP1 SZ -37.137 -37.137 0 %100 10 M11 SZ -37.137 -37.137 0 %100 11 M12 SZ -37.137 -37.137 0 %100 12 M13 SZ -37.137 -37.137 0 %100 13 M14 SZ -37.137 -37.137 0 %100 14 M15 SZ -37.137 -37.137 0 %100 15 M16 SZ -37.137 -37.137 0 %100 16 M17 SZ 0 0 0 %100 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 48 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Distributed Loads (BLC 14 : Distr. Wind Load Z) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 17 M18 SZ 0 0 0 %100 18 M19 SZ 0 0 0 %100 19 M20 SZ 0 0 0 %100 20 M23 SZ 0 0 0 %100 21 M24 SZ 0 0 0 %100 22 M25 SZ 0 0 0 %100 23 M26 SZ 0 0 0 %100 24 M27 SZ 0 0 0 %100 25 M28 SZ 0 0 0 %100 26 M29 SZ 0 0 0 %100 27 M30 SZ 0 0 0 %100 28 M31 SZ -37.137 -37.137 0 %100 29 M32 SZ -37.137 -37.137 0 %100 30 M34 SZ 0 0 0 %100 31 M35 SZ 0 0 0 %100 32 M36 SZ -37.137 -37.137 0 %100 33 M37 SZ 0 0 0 %100 34 M38 SZ 0 0 0 %100 35 M39 SZ 0 0 0 %100 36 M40 SZ 0 0 0 %100 37 M41 SZ -37.137 -37.137 0 %100 38 M42 SZ -37.137 -37.137 0 %100 39 M43 SZ -37.137 -37.137 0 %100 40 M44 SZ -37.137 -37.137 0 %100 41 M45 SZ -37.137 -37.137 0 %100 42 M46 SZ -37.137 -37.137 0 %100 43 M47 SZ -37.137 -37.137 0 %100 44 M48 SZ -37.137 -37.137 0 %100 45 MP9 SZ -37.137 -37.137 0 %100 46 MP7 SZ -37.137 -37.137 0 %100 47 MP8 SZ -37.137 -37.137 0 %100 48 M52 SZ 0 0 0 %100 49 M53 SZ 0 0 0 %100 50 M54 SZ 0 0 0 %100 51 M55 SZ 0 0 0 %100 52 M56 SZ 0 0 0 %100 53 M57 SZ 0 0 0 %100 54 M58 SZ -37.137 -37.137 0 %100 55 M59 SZ -37.137 -37.137 0 %100 56 M61 SZ 0 0 0 %100 57 M62 SZ 0 0 0 %100 58 M63 SZ -37.137 -37.137 0 %100 59 M64 SZ 0 0 0 %100 60 M65 SZ 0 0 0 %100 61 M66 SZ 0 0 0 %100 62 M67 SZ 0 0 0 %100 63 M68 SZ -37.137 -37.137 0 %100 64 M69 SZ -37.137 -37.137 0 %100 65 M70 SZ -37.137 -37.137 0 %100 66 M71 SZ -37.137 -37.137 0 %100 67 M72 SZ -37.137 -37.137 0 %100 68 M73 SZ -37.137 -37.137 0 %100 69 M74 SZ -37.137 -37.137 0 %100 70 M75 SZ -37.137 -37.137 0 %100 71 MP6 SZ -37.137 -37.137 0 %100 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 49 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Distributed Loads (BLC 14 : Distr. Wind Load Z) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 72 MP4 SZ -37.137 -37.137 0 %100 73 MP5 SZ -37.137 -37.137 0 %100 74 M79 SZ 0 0 0 %100 75 M80 SZ 0 0 0 %100 76 M81 SZ 0 0 0 %100 77 M82 SZ 0 0 0 %100 78 M83 SZ 0 0 0 %100 79 M84 SZ 0 0 0 %100 80 M85 SZ 0 0 0 %100 81 M86 SZ 0 0 0 %100 82 M87 SZ 0 0 0 %100 83 M88 SZ 0 0 0 %100 84 M89 SZ -37.137 -37.137 0 %100 85 M90 SZ 0 0 0 %100 86 M91 SZ -37.137 -37.137 0 %100 87 M92 SZ 0 0 0 %100 88 M93 SZ -37.137 -37.137 0 %100 89 M94 SZ -37.137 -37.137 0 %100 90 M95 SZ 0 0 0 %100 91 M96 SZ 0 0 0 %100 92 M97 SZ 0 0 0 %100 93 M98 SZ 0 0 0 %100 94 R2 SZ 0 0 0 %100 95 R1 SZ 0 0 0 %100 96 M101 SZ 0 0 0 %100 97 M102 SZ -37.137 -37.137 0 %100 98 M103 SZ -37.137 -37.137 0 %100 99 M104 SZ 0 0 0 %100 100 M105 SZ 0 0 0 %100 101 M106 SZ 0 0 0 %100 102 R6 SZ 0 0 0 %100 103 R5 SZ 0 0 0 %100 104 M109 SZ 0 0 0 %100 105 M110 SZ -37.137 -37.137 0 %100 106 M111 SZ -37.137 -37.137 0 %100 107 M112 SZ 0 0 0 %100 108 M113 SZ 0 0 0 %100 109 M114 SZ 0 0 0 %100 110 R4 SZ 0 0 0 %100 111 R3 SZ 0 0 0 %100 Member Distributed Loads (BLC 15 : Distr. Wind Load X) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 SX -37.137 -37.137 0 %100 2 M2 SX -37.137 -37.137 0 %100 3 M3 SX -37.137 -37.137 0 %100 4 M4 SX -37.137 -37.137 0 %100 5 M5 SX -37.137 -37.137 0 %100 6 M6 SX -37.137 -37.137 0 %100 7 MP3 SX -37.137 -37.137 0 %100 8 MP2 SX -37.137 -37.137 0 %100 9 MP1 SX -37.137 -37.137 0 %100 10 M11 SX -37.137 -37.137 0 %100 11 M12 SX -37.137 -37.137 0 %100 12 M13 SX -37.137 -37.137 0 %100 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 50 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Distributed Loads (BLC 15 : Distr. Wind Load X) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 13 M14 SX -37.137 -37.137 0 %100 14 M15 SX -37.137 -37.137 0 %100 15 M16 SX -37.137 -37.137 0 %100 16 M17 SX 0 0 0 %100 17 M18 SX 0 0 0 %100 18 M19 SX 0 0 0 %100 19 M20 SX 0 0 0 %100 20 M23 SX 0 0 0 %100 21 M24 SX 0 0 0 %100 22 M25 SX 0 0 0 %100 23 M26 SX 0 0 0 %100 24 M27 SX 0 0 0 %100 25 M28 SX 0 0 0 %100 26 M29 SX 0 0 0 %100 27 M30 SX 0 0 0 %100 28 M31 SX -37.137 -37.137 0 %100 29 M32 SX -37.137 -37.137 0 %100 30 M34 SX 0 0 0 %100 31 M35 SX 0 0 0 %100 32 M36 SX -37.137 -37.137 0 %100 33 M37 SX 0 0 0 %100 34 M38 SX 0 0 0 %100 35 M39 SX 0 0 0 %100 36 M40 SX 0 0 0 %100 37 M41 SX -37.137 -37.137 0 %100 38 M42 SX -37.137 -37.137 0 %100 39 M43 SX -37.137 -37.137 0 %100 40 M44 SX -37.137 -37.137 0 %100 41 M45 SX -37.137 -37.137 0 %100 42 M46 SX -37.137 -37.137 0 %100 43 M47 SX -37.137 -37.137 0 %100 44 M48 SX -37.137 -37.137 0 %100 45 MP9 SX -37.137 -37.137 0 %100 46 MP7 SX -37.137 -37.137 0 %100 47 MP8 SX -37.137 -37.137 0 %100 48 M52 SX 0 0 0 %100 49 M53 SX 0 0 0 %100 50 M54 SX 0 0 0 %100 51 M55 SX 0 0 0 %100 52 M56 SX 0 0 0 %100 53 M57 SX 0 0 0 %100 54 M58 SX -37.137 -37.137 0 %100 55 M59 SX -37.137 -37.137 0 %100 56 M61 SX 0 0 0 %100 57 M62 SX 0 0 0 %100 58 M63 SX -37.137 -37.137 0 %100 59 M64 SX 0 0 0 %100 60 M65 SX 0 0 0 %100 61 M66 SX 0 0 0 %100 62 M67 SX 0 0 0 %100 63 M68 SX -37.137 -37.137 0 %100 64 M69 SX -37.137 -37.137 0 %100 65 M70 SX -37.137 -37.137 0 %100 66 M71 SX -37.137 -37.137 0 %100 67 M72 SX -37.137 -37.137 0 %100 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 51 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Distributed Loads (BLC 15 : Distr. Wind Load X) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 68 M73 SX -37.137 -37.137 0 %100 69 M74 SX -37.137 -37.137 0 %100 70 M75 SX -37.137 -37.137 0 %100 71 MP6 SX -37.137 -37.137 0 %100 72 MP4 SX -37.137 -37.137 0 %100 73 MP5 SX -37.137 -37.137 0 %100 74 M79 SX 0 0 0 %100 75 M80 SX 0 0 0 %100 76 M81 SX 0 0 0 %100 77 M82 SX 0 0 0 %100 78 M83 SX 0 0 0 %100 79 M84 SX 0 0 0 %100 80 M85 SX 0 0 0 %100 81 M86 SX 0 0 0 %100 82 M87 SX 0 0 0 %100 83 M88 SX 0 0 0 %100 84 M89 SX -37.137 -37.137 0 %100 85 M90 SX 0 0 0 %100 86 M91 SX -37.137 -37.137 0 %100 87 M92 SX 0 0 0 %100 88 M93 SX -37.137 -37.137 0 %100 89 M94 SX -37.137 -37.137 0 %100 90 M95 SX 0 0 0 %100 91 M96 SX 0 0 0 %100 92 M97 SX 0 0 0 %100 93 M98 SX 0 0 0 %100 94 R2 SX 0 0 0 %100 95 R1 SX 0 0 0 %100 96 M101 SX 0 0 0 %100 97 M102 SX -37.137 -37.137 0 %100 98 M103 SX -37.137 -37.137 0 %100 99 M104 SX 0 0 0 %100 100 M105 SX 0 0 0 %100 101 M106 SX 0 0 0 %100 102 R6 SX 0 0 0 %100 103 R5 SX 0 0 0 %100 104 M109 SX 0 0 0 %100 105 M110 SX -37.137 -37.137 0 %100 106 M111 SX -37.137 -37.137 0 %100 107 M112 SX 0 0 0 %100 108 M113 SX 0 0 0 %100 109 M114 SX 0 0 0 %100 110 R4 SX 0 0 0 %100 111 R3 SX 0 0 0 %100 Member Distributed Loads (BLC 16 : Ice Weight) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 Y -5.619 -5.619 0 %100 2 M2 Y -5.619 -5.619 0 %100 3 M3 Y -5.619 -5.619 0 %100 4 M4 Y -5.619 -5.619 0 %100 5 M5 Y -5.619 -5.619 0 %100 6 M6 Y -5.619 -5.619 0 %100 7 MP3 Y -5.619 -5.619 0 %100 8 MP2 Y -5.619 -5.619 0 %100 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 52 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Distributed Loads (BLC 16 : Ice Weight) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 9 MP1 Y -5.619 -5.619 0 %100 10 M11 Y -4.92 -4.92 0 %100 11 M12 Y -7.891 -7.891 0 %100 12 M13 Y -2.648 -2.648 0 %100 13 M14 Y -2.648 -2.648 0 %100 14 M15 Y -4.92 -4.92 0 %100 15 M16 Y -4.92 -4.92 0 %100 16 M17 Y -1.6 -1.6 0 %100 17 M18 Y -1.6 -1.6 0 %100 18 M19 Y -1.6 -1.6 0 %100 19 M20 Y -1.6 -1.6 0 %100 20 M23 Y -1.6 -1.6 0 %100 21 M24 Y -1.6 -1.6 0 %100 22 M25 Y -1.6 -1.6 0 %100 23 M26 Y -1.6 -1.6 0 %100 24 M27 Y -1.6 -1.6 0 %100 25 M28 Y -1.6 -1.6 0 %100 26 M29 Y -1.6 -1.6 0 %100 27 M30 Y -1.6 -1.6 0 %100 28 M31 Y -5.619 -5.619 0 %100 29 M32 Y -5.619 -5.619 0 %100 30 M34 Y -1.6 -1.6 0 %100 31 M35 Y -1.6 -1.6 0 %100 32 M36 Y -2.648 -2.648 0 %100 33 M37 Y -1.6 -1.6 0 %100 34 M38 Y -1.6 -1.6 0 %100 35 M39 Y -1.6 -1.6 0 %100 36 M40 Y -1.6 -1.6 0 %100 37 M41 Y -5.619 -5.619 0 %100 38 M42 Y -7.891 -7.891 0 %100 39 M43 Y -4.92 -4.92 0 %100 40 M44 Y -5.619 -5.619 0 %100 41 M45 Y -4.92 -4.92 0 %100 42 M46 Y -2.648 -2.648 0 %100 43 M47 Y -5.619 -5.619 0 %100 44 M48 Y -5.619 -5.619 0 %100 45 MP9 Y -5.619 -5.619 0 %100 46 MP7 Y -5.619 -5.619 0 %100 47 MP8 Y -5.619 -5.619 0 %100 48 M52 Y -1.6 -1.6 0 %100 49 M53 Y -1.6 -1.6 0 %100 50 M54 Y -1.6 -1.6 0 %100 51 M55 Y -1.6 -1.6 0 %100 52 M56 Y -1.6 -1.6 0 %100 53 M57 Y -1.6 -1.6 0 %100 54 M58 Y -5.619 -5.619 0 %100 55 M59 Y -5.619 -5.619 0 %100 56 M61 Y -1.6 -1.6 0 %100 57 M62 Y -1.6 -1.6 0 %100 58 M63 Y -2.648 -2.648 0 %100 59 M64 Y -1.6 -1.6 0 %100 60 M65 Y -1.6 -1.6 0 %100 61 M66 Y -1.6 -1.6 0 %100 62 M67 Y -1.6 -1.6 0 %100 63 M68 Y -5.619 -5.619 0 %100 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 53 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Distributed Loads (BLC 16 : Ice Weight) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 64 M69 Y -7.891 -7.891 0 %100 65 M70 Y -4.92 -4.92 0 %100 66 M71 Y -5.619 -5.619 0 %100 67 M72 Y -4.92 -4.92 0 %100 68 M73 Y -2.648 -2.648 0 %100 69 M74 Y -5.619 -5.619 0 %100 70 M75 Y -5.619 -5.619 0 %100 71 MP6 Y -5.619 -5.619 0 %100 72 MP4 Y -5.619 -5.619 0 %100 73 MP5 Y -5.619 -5.619 0 %100 74 M79 Y -1.6 -1.6 0 %100 75 M80 Y -1.6 -1.6 0 %100 76 M81 Y -1.6 -1.6 0 %100 77 M82 Y -1.6 -1.6 0 %100 78 M83 Y -1.6 -1.6 0 %100 79 M84 Y -1.6 -1.6 0 %100 80 M85 Y -1.6 -1.6 0 %100 81 M86 Y -1.6 -1.6 0 %100 82 M87 Y -1.6 -1.6 0 %100 83 M88 Y -1.6 -1.6 0 %100 84 M89 Y -4.92 -4.92 0 %100 85 M90 Y -1.6 -1.6 0 %100 86 M91 Y -4.92 -4.92 0 %100 87 M92 Y -1.6 -1.6 0 %100 88 M93 Y -5.619 -5.619 0 %100 89 M94 Y -5.619 -5.619 0 %100 90 M95 Y -1.6 -1.6 0 %100 91 M96 Y -1.6 -1.6 0 %100 92 M97 Y -1.6 -1.6 0 %100 93 M98 Y -1.6 -1.6 0 %100 94 R2 Y -1.6 -1.6 0 %100 95 R1 Y -1.6 -1.6 0 %100 96 M101 Y -1.6 -1.6 0 %100 97 M102 Y -5.619 -5.619 0 %100 98 M103 Y -5.619 -5.619 0 %100 99 M104 Y -1.6 -1.6 0 %100 100 M105 Y -1.6 -1.6 0 %100 101 M106 Y -1.6 -1.6 0 %100 102 R6 Y -1.6 -1.6 0 %100 103 R5 Y -1.6 -1.6 0 %100 104 M109 Y -1.6 -1.6 0 %100 105 M110 Y -5.619 -5.619 0 %100 106 M111 Y -5.619 -5.619 0 %100 107 M112 Y -1.6 -1.6 0 %100 108 M113 Y -1.6 -1.6 0 %100 109 M114 Y -1.6 -1.6 0 %100 110 R4 Y -1.6 -1.6 0 %100 111 R3 Y -1.6 -1.6 0 %100 Member Distributed Loads (BLC 29 : Distr. Ice Wind Load Z) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 SZ -11.112 -11.112 0 %100 2 M2 SZ -11.112 -11.112 0 %100 3 M3 SZ -11.112 -11.112 0 %100 4 M4 SZ -11.112 -11.112 0 %100 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 54 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Distributed Loads (BLC 29 : Distr. Ice Wind Load Z) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 5 M5 SZ -11.112 -11.112 0 %100 6 M6 SZ -11.112 -11.112 0 %100 7 MP3 SZ -11.112 -11.112 0 %100 8 MP2 SZ -11.112 -11.112 0 %100 9 MP1 SZ -11.112 -11.112 0 %100 10 M11 SZ -12.149 -12.149 0 %100 11 M12 SZ -9.333 -9.333 0 %100 12 M13 SZ -25.066 -25.066 0 %100 13 M14 SZ -25.066 -25.066 0 %100 14 M15 SZ -12.149 -12.149 0 %100 15 M16 SZ -12.149 -12.149 0 %100 16 M17 SZ 0 0 0 %100 17 M18 SZ 0 0 0 %100 18 M19 SZ 0 0 0 %100 19 M20 SZ 0 0 0 %100 20 M23 SZ 0 0 0 %100 21 M24 SZ 0 0 0 %100 22 M25 SZ 0 0 0 %100 23 M26 SZ 0 0 0 %100 24 M27 SZ 0 0 0 %100 25 M28 SZ 0 0 0 %100 26 M29 SZ 0 0 0 %100 27 M30 SZ 0 0 0 %100 28 M31 SZ -11.112 -11.112 0 %100 29 M32 SZ -11.112 -11.112 0 %100 30 M34 SZ 0 0 0 %100 31 M35 SZ 0 0 0 %100 32 M36 SZ -25.066 -25.066 0 %100 33 M37 SZ 0 0 0 %100 34 M38 SZ 0 0 0 %100 35 M39 SZ 0 0 0 %100 36 M40 SZ 0 0 0 %100 37 M41 SZ -11.112 -11.112 0 %100 38 M42 SZ -9.333 -9.333 0 %100 39 M43 SZ -12.149 -12.149 0 %100 40 M44 SZ -11.112 -11.112 0 %100 41 M45 SZ -12.149 -12.149 0 %100 42 M46 SZ -25.066 -25.066 0 %100 43 M47 SZ -11.112 -11.112 0 %100 44 M48 SZ -11.112 -11.112 0 %100 45 MP9 SZ -11.112 -11.112 0 %100 46 MP7 SZ -11.112 -11.112 0 %100 47 MP8 SZ -11.112 -11.112 0 %100 48 M52 SZ 0 0 0 %100 49 M53 SZ 0 0 0 %100 50 M54 SZ 0 0 0 %100 51 M55 SZ 0 0 0 %100 52 M56 SZ 0 0 0 %100 53 M57 SZ 0 0 0 %100 54 M58 SZ -11.112 -11.112 0 %100 55 M59 SZ -11.112 -11.112 0 %100 56 M61 SZ 0 0 0 %100 57 M62 SZ 0 0 0 %100 58 M63 SZ -25.066 -25.066 0 %100 59 M64 SZ 0 0 0 %100 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 55 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Distributed Loads (BLC 29 : Distr. Ice Wind Load Z) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 60 M65 SZ 0 0 0 %100 61 M66 SZ 0 0 0 %100 62 M67 SZ 0 0 0 %100 63 M68 SZ -11.112 -11.112 0 %100 64 M69 SZ -9.333 -9.333 0 %100 65 M70 SZ -12.149 -12.149 0 %100 66 M71 SZ -11.112 -11.112 0 %100 67 M72 SZ -12.149 -12.149 0 %100 68 M73 SZ -25.066 -25.066 0 %100 69 M74 SZ -11.112 -11.112 0 %100 70 M75 SZ -11.112 -11.112 0 %100 71 MP6 SZ -11.112 -11.112 0 %100 72 MP4 SZ -11.112 -11.112 0 %100 73 MP5 SZ -11.112 -11.112 0 %100 74 M79 SZ 0 0 0 %100 75 M80 SZ 0 0 0 %100 76 M81 SZ 0 0 0 %100 77 M82 SZ 0 0 0 %100 78 M83 SZ 0 0 0 %100 79 M84 SZ 0 0 0 %100 80 M85 SZ 0 0 0 %100 81 M86 SZ 0 0 0 %100 82 M87 SZ 0 0 0 %100 83 M88 SZ 0 0 0 %100 84 M89 SZ -12.149 -12.149 0 %100 85 M90 SZ 0 0 0 %100 86 M91 SZ -12.149 -12.149 0 %100 87 M92 SZ 0 0 0 %100 88 M93 SZ -11.112 -11.112 0 %100 89 M94 SZ -11.112 -11.112 0 %100 90 M95 SZ 0 0 0 %100 91 M96 SZ 0 0 0 %100 92 M97 SZ 0 0 0 %100 93 M98 SZ 0 0 0 %100 94 R2 SZ 0 0 0 %100 95 R1 SZ 0 0 0 %100 96 M101 SZ 0 0 0 %100 97 M102 SZ -11.112 -11.112 0 %100 98 M103 SZ -11.112 -11.112 0 %100 99 M104 SZ 0 0 0 %100 100 M105 SZ 0 0 0 %100 101 M106 SZ 0 0 0 %100 102 R6 SZ 0 0 0 %100 103 R5 SZ 0 0 0 %100 104 M109 SZ 0 0 0 %100 105 M110 SZ -11.112 -11.112 0 %100 106 M111 SZ -11.112 -11.112 0 %100 107 M112 SZ 0 0 0 %100 108 M113 SZ 0 0 0 %100 109 M114 SZ 0 0 0 %100 110 R4 SZ 0 0 0 %100 111 R3 SZ 0 0 0 %100 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 56 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Distributed Loads (BLC 30 : Distr. Ice Wind Load X) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 SX -11.112 -11.112 0 %100 2 M2 SX -11.112 -11.112 0 %100 3 M3 SX -11.112 -11.112 0 %100 4 M4 SX -11.112 -11.112 0 %100 5 M5 SX -11.112 -11.112 0 %100 6 M6 SX -11.112 -11.112 0 %100 7 MP3 SX -11.112 -11.112 0 %100 8 MP2 SX -11.112 -11.112 0 %100 9 MP1 SX -11.112 -11.112 0 %100 10 M11 SX -12.149 -12.149 0 %100 11 M12 SX -9.333 -9.333 0 %100 12 M13 SX -25.066 -25.066 0 %100 13 M14 SX -25.066 -25.066 0 %100 14 M15 SX -12.149 -12.149 0 %100 15 M16 SX -12.149 -12.149 0 %100 16 M17 SX 0 0 0 %100 17 M18 SX 0 0 0 %100 18 M19 SX 0 0 0 %100 19 M20 SX 0 0 0 %100 20 M23 SX 0 0 0 %100 21 M24 SX 0 0 0 %100 22 M25 SX 0 0 0 %100 23 M26 SX 0 0 0 %100 24 M27 SX 0 0 0 %100 25 M28 SX 0 0 0 %100 26 M29 SX 0 0 0 %100 27 M30 SX 0 0 0 %100 28 M31 SX -11.112 -11.112 0 %100 29 M32 SX -11.112 -11.112 0 %100 30 M34 SX 0 0 0 %100 31 M35 SX 0 0 0 %100 32 M36 SX -25.066 -25.066 0 %100 33 M37 SX 0 0 0 %100 34 M38 SX 0 0 0 %100 35 M39 SX 0 0 0 %100 36 M40 SX 0 0 0 %100 37 M41 SX -11.112 -11.112 0 %100 38 M42 SX -9.333 -9.333 0 %100 39 M43 SX -12.149 -12.149 0 %100 40 M44 SX -11.112 -11.112 0 %100 41 M45 SX -12.149 -12.149 0 %100 42 M46 SX -25.066 -25.066 0 %100 43 M47 SX -11.112 -11.112 0 %100 44 M48 SX -11.112 -11.112 0 %100 45 MP9 SX -11.112 -11.112 0 %100 46 MP7 SX -11.112 -11.112 0 %100 47 MP8 SX -11.112 -11.112 0 %100 48 M52 SX 0 0 0 %100 49 M53 SX 0 0 0 %100 50 M54 SX 0 0 0 %100 51 M55 SX 0 0 0 %100 52 M56 SX 0 0 0 %100 53 M57 SX 0 0 0 %100 54 M58 SX -11.112 -11.112 0 %100 55 M59 SX -11.112 -11.112 0 %100 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 57 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Distributed Loads (BLC 30 : Distr. Ice Wind Load X) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 56 M61 SX 0 0 0 %100 57 M62 SX 0 0 0 %100 58 M63 SX -25.066 -25.066 0 %100 59 M64 SX 0 0 0 %100 60 M65 SX 0 0 0 %100 61 M66 SX 0 0 0 %100 62 M67 SX 0 0 0 %100 63 M68 SX -11.112 -11.112 0 %100 64 M69 SX -9.333 -9.333 0 %100 65 M70 SX -12.149 -12.149 0 %100 66 M71 SX -11.112 -11.112 0 %100 67 M72 SX -12.149 -12.149 0 %100 68 M73 SX -25.066 -25.066 0 %100 69 M74 SX -11.112 -11.112 0 %100 70 M75 SX -11.112 -11.112 0 %100 71 MP6 SX -11.112 -11.112 0 %100 72 MP4 SX -11.112 -11.112 0 %100 73 MP5 SX -11.112 -11.112 0 %100 74 M79 SX 0 0 0 %100 75 M80 SX 0 0 0 %100 76 M81 SX 0 0 0 %100 77 M82 SX 0 0 0 %100 78 M83 SX 0 0 0 %100 79 M84 SX 0 0 0 %100 80 M85 SX 0 0 0 %100 81 M86 SX 0 0 0 %100 82 M87 SX 0 0 0 %100 83 M88 SX 0 0 0 %100 84 M89 SX -12.149 -12.149 0 %100 85 M90 SX 0 0 0 %100 86 M91 SX -12.149 -12.149 0 %100 87 M92 SX 0 0 0 %100 88 M93 SX -11.112 -11.112 0 %100 89 M94 SX -11.112 -11.112 0 %100 90 M95 SX 0 0 0 %100 91 M96 SX 0 0 0 %100 92 M97 SX 0 0 0 %100 93 M98 SX 0 0 0 %100 94 R2 SX 0 0 0 %100 95 R1 SX 0 0 0 %100 96 M101 SX 0 0 0 %100 97 M102 SX -11.112 -11.112 0 %100 98 M103 SX -11.112 -11.112 0 %100 99 M104 SX 0 0 0 %100 100 M105 SX 0 0 0 %100 101 M106 SX 0 0 0 %100 102 R6 SX 0 0 0 %100 103 R5 SX 0 0 0 %100 104 M109 SX 0 0 0 %100 105 M110 SX -11.112 -11.112 0 %100 106 M111 SX -11.112 -11.112 0 %100 107 M112 SX 0 0 0 %100 108 M113 SX 0 0 0 %100 109 M114 SX 0 0 0 %100 110 R4 SX 0 0 0 %100 RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 58 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Member Distributed Loads (BLC 30 : Distr. Ice Wind Load X) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, k-ft/in]End Magnitude [lb/ft, F, psf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 111 R3 SX 0 0 0 %100 Envelope Node Reactions Node Label X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N45 max 1601.944 81 2596.291 33 485.711 14 -0.179 14 2.084 7 0.745 108 2 min -1215.275 111 731.918 62 -2448.542 33 -2.324 33 -1.959 25 -1.097 78 3 N51 max 1215.608 105 433.75 27 2446.731 27 0.121 20 1.93 19 0.635 102 4 min -1588.919 87 105.662 56 -473.559 20 -1.518 27 -2.103 13 -0.944 84 5 N62 max 739.527 17 2596.464 37 1953.458 135 1.511 135 2.261 11 2.053 121 6 min -2529.276 11 731.92 54 -552.211 58 -0.272 19 -2.137 17 0.203 17 7 N69 max 2520.308 5 433.91 31 540.094 52 1.075 129 2.107 23 1.387 115 8 min -726.762 23 105.662 60 -1955.236 129 -0.411 25 -2.28 5 -0.06 23 9 N108 max 2216.73 162 2535.411 29 2339.819 149 1.806 148 2.1 3 -0.021 22 10 min -287.3 22 722.371 58 -769.41 21 0.007 56 -1.974 21 -1.982 30 11 N115 max 280.284 16 372.831 35 755.42 15 1.333 154 1.946 15 0.235 16 12 min -2217.188 168 96.115 52 -2325.457 155 -0.139 14 -2.117 9 -1.283 36 13 Totals: max 5965.036 5 8953.904 27 5907.115 14 14 min -5965.036 23 2657.839 56 -5907.116 8 Envelope AISC 15TH (360-16): ASD Member Steel Code Checks Member Shape Code Check Loc[in] LC Shear Check Loc[in] LC Pnc/om [lb]Pnt/om [lb]Mnyy/om [k-ft]Mnzz/om [k-ft] Cb Eqn 1 M44 PIPE_2.5 0.393 50.299 5 0.048 25.149 112 36711.36544347.305 3.145 3.145 1 H1-1b 2 M32 PIPE_2.5 0.388 50.299 11 0.146 50.299 123 36711.36544347.305 3.145 3.145 1 H1-1b 3 M71 PIPE_2.5 0.371 50.299 9 0.048 25.149 152 36711.36544347.305 3.145 3.145 1 H1-1b 4 M1 PIPE_2.5 0.369 50.299 13 0.048 25.149 84 36711.36544347.305 3.145 3.145 1 H1-1b 5 M59 PIPE_2.5 0.367 50.299 3 0.146 50.299 151 36711.36544347.305 3.145 3.145 1 H1-1b 6 M2 PIPE_2.5 0.364 50.299 7 0.146 50.299 83 36711.36544347.305 3.145 3.145 1 H1-1b 7 M31 PIPE_2.5 0.361 39.583 5 0.092 112.417 6 9433.258 44347.305 3.145 3.145 1 H1-1b 8 M6 PIPE_2.5 0.359 112.417 8 0.093 112.417 2 9433.258 44347.305 3.145 3.145 1 H1-1b 9 M58 PIPE_2.5 0.355 112.417 4 0.092 112.417 10 9433.258 44347.305 3.145 3.145 1 H1-1b 10 M5 PIPE_2.5 0.354 112.417 2 0.092 112.417 8 9433.258 44347.305 3.145 3.145 1 H1-1b 11 M41 PIPE_2.5 0.351 112.417 6 0.092 112.417 12 9433.258 44347.305 3.145 3.145 1 H1-1b 12 M68 PIPE_2.5 0.351 112.417 10 0.092 112.417 4 9433.258 44347.305 3.145 3.145 1 H1-1b 13 M47 PIPE_2.5 0.261 50.299 5 0.042 25.149 134 36711.36544347.305 3.145 3.145 1 H1-1b 14 M48 PIPE_2.5 0.257 50.299 11 0.128 50.299 132 36711.36544347.305 3.145 3.145 1 H1-1b 15 M42 PIPE_4.0 0.254 9.531 11 0.325 36.219 5 76699.80381532.934 9.296 9.296 1 H3-6 16 M74 PIPE_2.5 0.245 50.299 9 0.042 25.149 162 36711.36544347.305 3.145 3.145 1 H1-1b 17 M69 PIPE_4.0 0.243 9.531 3 0.31 36.219 9 76699.80381532.934 9.296 9.296 1 H3-6 18 M75 PIPE_2.5 0.242 50.299 3 0.128 50.299 160 36711.36544347.305 3.145 3.145 1 H1-1b 19 M4 PIPE_2.5 0.242 50.299 13 0.042 25.149 106 36711.36544347.305 3.145 3.145 1 H1-1b 20 M3 PIPE_2.5 0.238 50.299 7 0.128 50.299 104 36711.36544347.305 3.145 3.145 1 H1-1b 21 MP9 PIPE_2.5 0.237 66 120 0.059 66 45 22280.32144347.305 3.145 3.145 1 H1-1b 22 MP6 PIPE_2.5 0.237 66 158 0.059 66 49 22280.32144347.305 3.145 3.145 1 H1-1b 23 MP3 PIPE_2.5 0.237 66 80 0.059 66 41 22280.32144347.305 3.145 3.145 1 H1-1b 24 MP4 PIPE_2.5 0.22 30 161 0.048 30 161 22280.32144347.305 3.145 3.145 1 H1-1b 25 MP1 PIPE_2.5 0.22 30 105 0.048 30 105 22280.32144347.305 3.145 3.145 1 H1-1b 26 MP7 PIPE_2.5 0.22 30 133 0.048 30 133 22280.32144347.305 3.145 3.145 1 H1-1b 27 M12 PIPE_4.0 0.218 36.219 13 0.308 36.219 13 76699.80381532.934 9.296 9.296 1 H3-6 28 MP5 PIPE_2.5 0.203 67 4 0.025 67 4 22280.32144347.305 3.145 3.145 1 H1-1b 29 MP8 PIPE_2.5 0.203 67 12 0.025 67 12 22280.32144347.305 3.145 3.145 1 H1-1b 30 MP2 PIPE_2.5 0.203 67 8 0.025 67 8 22280.32144347.305 3.145 3.145 1 H1-1b 31 M13 SR3/4 0.193 60.517 81 0.009 60.517 7 637.469 13227.126 0.165 0.165 1 H1-1b* 32 M36 SR3/4 0.193 60.517 121 0.009 60.517 11 637.469 13227.126 0.165 0.165 1 H1-1b* RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 59 Company : Infinigy Engineering 10/10/2022 Designer : CL 5:30:49 PM Job Number : 4106-A0001-B Checked By : __________ Model Name : SN2975 Envelope AISC 15TH (360-16): ASD Member Steel Code Checks (Continued) Member Shape Code Check Loc[in] LC Shear Check Loc[in] LC Pnc/om [lb]Pnt/om [lb]Mnyy/om [k-ft]Mnzz/om [k-ft] Cb Eqn 33 M63 SR3/4 0.193 60.517 149 0.009 60.517 3 637.469 13227.126 0.165 0.165 1 H1-1b* 34 M43 PIPE_2.0 0.178 40.56 122 0.031 3.19 114 22786.37128095.808 1.637 1.637 1 H1-1b 35 M15 PIPE_2.0 0.178 40.56 82 0.031 3.19 86 22786.37128095.808 1.637 1.637 1 H1-1b 36 M70 PIPE_2.0 0.178 40.56 150 0.031 3.19 154 22786.37128095.808 1.637 1.637 1 H1-1b 37 M14 SR3/4 0.172 60.517 106 0.015 60.517 13 637.469 13227.126 0.165 0.165 1 H1-1b* 38 M46 SR3/4 0.172 60.517 134 0.016 60.517 5 637.469 13227.126 0.165 0.165 1 H1-1b* 39 M73 SR3/4 0.172 60.517 162 0.015 60.517 9 637.469 13227.126 0.165 0.165 1 H1-1b* 40 M72 PIPE_2.0 0.171 40.56 161 0.029 40.56 154 22786.37128095.808 1.637 1.637 1 H1-1b 41 M16 PIPE_2.0 0.171 40.56 105 0.029 40.56 86 22786.37128095.808 1.637 1.637 1 H1-1b 42 M45 PIPE_2.0 0.171 40.56 133 0.029 40.56 114 22786.37128095.808 1.637 1.637 1 H1-1b 43 M89 PIPE_2.0 0.118 86.544 10 0.014 86.544 130 12379.04128095.808 1.637 1.637 1 H1-1b 44 M91 PIPE_2.0 0.109 86.544 12 0.014 86.544 170 12379.04128095.808 1.637 1.637 1 H1-1b 45 M11 PIPE_2.0 0.106 86.544 41 0.014 86.544 102 12379.04128095.808 1.637 1.637 1 H1-1b 46 M102 PIPE_2.5 0.059 21.875 44 0.037 40.56 43 38439.65344347.305 3.145 3.145 1 H1-1b 47 M93 PIPE_2.5 0.059 21.875 42 0.037 40.56 39 38439.65344347.305 3.145 3.145 1 H1-1b 48 M110 PIPE_2.5 0.059 21.875 50 0.037 40.56 47 38439.65344347.305 3.145 3.145 1 H1-1b 49 M111 PIPE_2.5 0.045 40.56 170 0.023 40.56 169 38439.65344347.305 3.145 3.145 1 H1-1b 50 M94 PIPE_2.5 0.045 40.56 102 0.023 40.56 100 38439.65344347.305 3.145 3.145 1 H1-1b 51 M103 PIPE_2.5 0.045 40.56 130 0.023 40.56 129 38439.65344347.305 3.145 3.145 1 H1-1b RISA-3D Version 20 [ SN2975_loaded.r3d ] Page 60 Member Information I nodes of M29, M30, M56, M57, M83, M84, Bolt Calculation Tool, V1.6.2 PROJECT DATA Site Name: Smokey Point North BOLT CHECK Site Number: SN2975 Tensile Strength 10354.37 Connection Description: Mount to Tower Shear Strength 6212.62 Max Tensile Usage 6.1% Max Shear Usage 10.1% ENVELOPE BOLT LOADS Combined Shear and Tension (Max Usage) 10.1% â‰¤1.05 (LC29 M83) Bolt Tension: 635.69 lbs Result Pass (LC121 M56) Bolt Shear: 624.39 lbs SLIP CHECK MAX BOLT USAGE LOADS1 Torsional Slip Resistance 2536.30 Bolt Tension: 500.06 lbs Sliding Resistance 13526.92 Bolt Shear: 624.39 lbs Torsional Slip Usage 0.0% Sliding Usage 11.9% MAX CONNECTION SLIP USAGE LOADS2 Interaction Check 0.01 â‰¤1.05 Sliding Force: 1609.11 lbs Result Pass Torsion About Leg: 1.25 lbs-ft BOLT PROPERTIES Bolt Type: U-Bolt - Bolt Diameter: 0.625 in Bolt Grade: A307 - # of U-Bolts: 2 - Leg Diameter: 4.5 in Threads Excluded? No - 1Max bolt usage loads correspond to Load combination #121 on member M56 in RISA- 3D, which causes the maximum demand on the bolts. 2 Max slip usage loads correspond to Load combination #121 on member M56 in RISA 3D, which causes the maximum slip demand on the connection. ASCE 7 Hazards Report Address: Standard: ASCE/SEI 7-16 Elevation: 123.46 ft (NAVD 88) No Address at This Risk Category: II Latitude: 48.152944 Location Soil Class: D - Default (see Longitude: -122.187111 Section 11.4.3) Wind Results: Wind Speed 98 Vmph 10-year MRI 68 Vmph 25-year MRI 74 Vmph 50-year MRI 79 Vmph 100-year MRI 84 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1â€“CC.2-4, and Section 26.5.2 Date Accessed: Mon Oct 10 2022 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. https://asce7hazardtool.online/ Page 1 of 3 Mon Oct 10 2022 Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: SS : 1.07 SD1 : N/A S1 : 0.382 TL : 6 Fa : 1.2 PGA : 0.454 Fv : N/A PGA M : 0.544 SMS : 1.285 FPGA : 1.2 SM1 : N/A Ie : 1 SDS : 0.856 Cv : 1.314 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Mon Oct 10 2022 Date Source: USGS Seismic Design Maps https://asce7hazardtool.online/ Page 2 of 3 Mon Oct 10 2022 Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 25 F Gust Speed 30 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Mon Oct 10 2022 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided â€œas isâ€ and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Mon Oct 10 2022 June 7, 2022 Paul Danneberg Infinigy 2255 Sewell Mill Road, Suite 130 Marietta, GA 30062 Re: Acoustical Report â€“ AT&T SN2975 Smokey Point North Site: 17306 Smokey Point Drive, Arlington, WA 98223 Dear Paul, This report presents a noise survey performed in the immediate vicinity of the proposed AT&T telecommunications facility at 17306 Smokey Point Road in Arlington, Washington. This noise survey extends from the proposed equipment to the nearest properties. The purpose of this report is to document the existing conditions and the impacts of the acoustical changes due to the proposed equipment. This report contains data on the existing and predicted noise environments, impact criteria and an evaluation of the predicted sound levels as they relate to the criteria. Code Requirements The site is located within the City of Arlington Zoning jurisdiction on property with an HC zoning designation. All of the receiving properties are zoned HC and CC. Arlington Code 20.44.210 identifies HC and CC as Class B EDNA. The proposed new equipment includes equipment support cabinets and an emergency generator. The equipment support cabinets are expected to run 24 hours a day. The generator will run once a week during daytime hours for maintenance and testing purposes only. Arlington Municipal Code 20.44.210 adopts WAC 173-60-020by reference. Under WAC 173-60-040, noise from equipment on a Class B EDNA property is limited as follows: Class B EDNA Receiver: Noise is limited to 60 dBA 24 hours a day. The cabinets must meet this limit. Additionally, WAC 173-60-040 allows that during any one-hour period, the maximum permissible noise level may be exceeded by 5 dBA for a 15 minute period. Therefore, the generator must not exceed 65 dBA when running during daytime hours for maintenance testing. The generator is exempt during emergency operation. AT&T Page 2 SN2975 Smokey Point North Ambient Conditions Existing ambient noise levels were measured on site with a Svantek 971 sound level meter on May 18, 2022. Measurements were conducted as close to the proposed location as possible and the property lines in accordance with the State of Washington code for Maximum Environmental Noise Levels WAC 173-60-020. The average ambient noise level was 61 dBA, due primarily to local traffic. Predicted Equipment Sound Levels 24-Hour Operation Equipment The following table presents a summary of the equipment and their associated noise levels: Table 1: Equipment Noise Levels Combined Equipment dBA (each) Quantity dBA @ 5 ft Delta ESOF030 65 dBA @ 5 ft 1 65 Total dBA (All cabinets combined) 65 Methods established by ARI Standard 275-2010 and ASHRAE were used in predicting equipment noise levels to the receiving properties. Application factors such as location, height, and reflective surfaces are accounted for in the calculations. The equipment will be located at grade surrounded by a chain-link fence. The nearest receiving property is approximately 12 feet southeast of the equipment. The following table presents the predicted sound levels at the nearest receiving property: Table 2: Predicted Noise Levels: Proposed Equipment Cabinets Line Application Factor SE 1 Sound Pressure Level at 5 ft (dBA), Lp1 65 Distance Factor (DF) -8 2 Inverse-Square Law (Free Field): DF = 20*log (d1/d2) (12 ft) New Equipment Sound Pressure Level at Receiver, Lpr 3 57 (Add lines 1 and 2) As shown in Table 2, the sound pressure level from the proposed equipment is predicted to be 57 dBA at the nearest receiving property to the southeast, which meets the 60 dBA code limit. Noise levels at other receiving properties, which are further away, will be lower and within code limits. AT&T Page 3 SN2975 Smokey Point North Emergency Equipment The proposed equipment includes one Kohler 30REOZK 30 KW generator with a sound enclosure which has a sound level of 65 dBA at 23 feet. The generator will be located at grade surrounded by a chain-link fence. The nearest receiving property is approximately 13 feet southeast of the generator. The following table presents the predicted sound levels at the nearest receiving properties: Table 3: Predicted Noise Levels: Proposed Emergency Generator Line Application Factor SE 1 Equipment Sound Pressure Level at 23 ft. (dBA), Lp1 65 Distance Factor (DF) +5 2 Inverse-Square Law (Free Field): DF = 20log (d1/d2) (13 ft) 3 New Equipment Sound Pressure Level at Receiver, Lpr 70 As shown in Table 3, the sound pressure level from the proposed generator during test cycle operation is predicted to be 70 dBA at the nearest receiving property to the southeast, which exceeds the 65 dBA code limit. In order for the equipment to meet code, the following noise mitigation measures must be implemented: AT&T Page 4 SN2975 Smokey Point North Noise Mitigation Noise levels will need to be reduced by 5 dB for the generator to meet code at the southeast receiving property. To provide the noise reduction, a noise barrier will need to be installed between the equipment and the receiving properties as follows: Noise Barrier â€¢ Install a noise barrier around the southeast side of the equipment as indicated by the bold red line in Figure 2. â€¢ The top of the noise barrier shall be 6â€™-0â€ above grade. â€¢ Construct the noise barrier with a solid material that has a surface mass of at least 2.5 lbs/sq ft. The following are common barrier materials that meet this requirement: o 3/4-inch exterior grade plywood o 16-gauge sheet metal o HardiPanel Vertical Siding or HardiBacker 1/2-inch â€¢ Install sound absorbing material inside of the barrier with a minimum NRC rating of 0.80. The material should be installed between 1â€™-0â€ and 5â€™-0â€ above grade. The following are recommended products for this application: o 1â€ thick F-Sorb o 1â€ thick Polysorb o Soundseal Quilted Fiberglass Absorber (QFA-10 Silicone-coated-fiberglass-cloth faced). â€¢ A detail of the barrier construction is presented in the following figure. Figure 1: Noise Barrier Detail AT&T Page 5 SN2975 Smokey Point North Figure 2: Noise Barrier - Plan AT&T Page 6 SN2975 Smokey Point North Predicted Noise Levels With Mitigation The following tables present the predicted noise levels with the noise mitigation implemented. Table 4: Predicted Noise Levels: Proposed Emergency Generator Line Application Factor SE 1 Equipment Sound Pressure Level at 23 ft. (dBA), Lp1 65 2 Noise Reduction â€“ Noise Barrier -5 Distance Factor (DF) +5 3 Inverse-Square Law (Free Field): DF = 20log (d1/d2) (13 ft) 4 New Equipment Sound Pressure Level at Receiver, Lpr 65 As shown in Table 4, the sound pressure level from the proposed generator during test cycle operation with the proposed mitigation is predicted to be 65 dBA at the nearest receiving property to the southeast, which meets the 65 dBA code limit. Please contact us if you have any questions or require further information. Sincerely, SSA Acoustics, LLP Steven Hedback Acoustical Consultant This report has been prepared for the titled project or named part thereof and should not be used in whole or part and relied upon for any other project without the written authorization of SSA Acoustics, LLP. SSA Acoustics, LLP accepts no responsibility or liability for the consequences of this document if it is used for a purpose other than that for which it was commissioned. Persons wishing to use or rely upon this report for other purposes must seek written authority to do so from the owner of this report and/or SSA Acoustics, LLP and agree to indemnify SSA Acoustics, LLP for any and all resulting loss or damage. SSA Acoustics, LLP accepts no responsibility or liability for this document to any other party other than the person by whom it was commissioned. The findings and opinions expressed are relevant to the dates of the works and should not be relied upon to represent conditions at substantially later dates. Opinions included therein are based on information gathered during the study and from our experience. If additional information becomes available which may affect our comments, conclusions or recommendations SSA Acoustics, LLP reserves the right to review the information, reassess any new potential concerns and modify our opinions accordingly. SEISMIC CALCULATIONS for SN2975 SMOKEY POINT NORTH, WA at 17306 SMOKEY POINT DRIVE ARLINGTON, WA 98223 for EEI ENTERPRISES, LLC (DBA EHRESMANN ENGINEERING) 01/31/2023 BY: WELLS HOLMES, S.E. PROJECT ENGINEER WA Firm License #: 2202 PROJECT #: U1408.546.231 DATE: January 31, 2023 DESIGNED BY EME; CHECKED BY CNM NOTE: Copyright Â© 2023 Vector Structural Engineering, LLC The calculations presented in this package are This Excel workbook contains proprietary intended for a single use at the location indicated information belonging to Vector Structural above, for the client listed above. These calculations Engineering, LLC, and may be neither wholly nor shall not be reproduced, reused, â€œcard filedâ€, sold to partially copied or reproduced without the prior a third party, or altered in any way without the written permission of Vector Structural Engineering, written authorization of Vector Structural LLC. Engineering, LLC and EEI Enterprises, LLC (DBA Ehresmann Engineering). 651 W. Galena Park Blvd., STE 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com JOB NO.: U1408.546.231 N:\Logos\VectorLogo.gif Copyright Â© 2023 Vector Structural Engineering, LLC This Excel workbook contains proprietary information belonging to Vector Structural Engineering, LLC, and may be neither wholly nor partially copied or reproduced without the prior written permission of Vector Structural Engineering, LLC. PROJECT: SN2975 SMOKEY POINT NORTH, WA Design Criteria: Code: Structural design is based on the International Building Code, 2018 Edition and the TIA-222-H standard. Seismic: Seismic importance factor, I = 1 Risk Category: II Mapped spectral response accelerations: SS = 1.19g S1 = 0.36g Site class: D Spectral response coefficients: SDS = 0.93g SD1 = 0.53g Seismic design category: D Basic seismic-force-resisting-system: Telecommunication Tower: Steel Pole Seismic base shear, V = 7.7 k Seismic response coefficient, Cs = 0.151 Response modification factor, R = 1.5 Analysis procedure: Equivalent Lateral Force General Notes: 1 The contractor shall verify dimensions, conditions and elevations before starting work. The engineer shall be notified immediately if any discrepancies are found. 2 The typical notes and details shall apply in all cases unless specifically detailed elsewhere. Where no detail is shown, the construction shall be as shown for other similar work and as required by the building code. 3 These calculations are limited to the structural members shown in these calculations only. The connection of the members shown in these calculations to the existing structure shall be by others, with the exception of those explicitly shown on the drawings. 4 The contractor shall be responsible for compliance with local construction safety orders. Approval of shop drawings by the architect or structural engineer shall not be construed as accepting this responsibility. 5 All structural framing members shall be adequately shored and braced during erection and until full lateral and vertical support is provided by adjoining members. 130.0 ft Pine Branches(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(3) AirScale Dual RRH 4T4R B12/B14 (3) AirScale RRH 4T4R B5 160 W (3) AirScale Dual RRH 4T4R B25/B66 (3) AirScale RRH 4T4R B30 100 W DC9-48-60-24-8C-EV(3) 14' EEI T-FRAMES(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(3) AirScale Dual RRH 4T4R B12/B14 (3) AirScale RRH 4T4R B5 160 W (3) AirScale Dual RRH 4T4R B25/B66 (3) AirScale RRH 4T4R B30 100 W DC9-48-60-24-8C-EV(3) 14' EEI T-FRAMESPine Branches(3) 14' EEI T-FRAMES(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(3) AirScale Dual RRH 4T4R B12/B14 (3) AirScale RRH 4T4R B5 160 W (3) AirScale Dual RRH 4T4R B25/B66 (3) AirScale RRH 4T4R B30 100 W DC9-48-60-24-8C-EV(3) 14' EEI T-FRAMES(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(2) (2) AEQK+AEQU STACKED(3) AirScale Dual RRH 4T4R B12/B14 (3) AirScale RRH 4T4R B5 160 W (3) AirScale Dual RRH 4T4R B25/B66 (3) AirScale RRH 4T4R B30 100 W DC9-48-60-24-8C-EVPine Branches DESIGNED APPURTENANCE LOADING130 - 110126116110 - 901069690 - 7070 - 50 CMA-UBTULBULBHH/6517/17/21/21320W (AHLBA)(AHCA)320W (AHFIB)(AHNA)CMA-UBTULBULBHH/6517/17/21/21320W (AHLBA)(AHCA)320W (AHFIB)(AHNA)CMA-UBTULBULBHH/6517/17/21/21320W (AHLBA)(AHCA)320W (AHFIB)(AHNA)CMA-UBTULBULBHH/6517/17/21/21320W (AHLBA)(AHCA)320W (AHFIB)(AHNA) TYPE ELEVATION TYPE ELEVATION Pine Branches 130 - 110 (3) 14' EEI T-FRAMES 106 (2) 126 (2) 106 CMA-UBTULBULBHH/6517/17/21/21 CMA-UBTULBULBHH/6517/17/21/21 (2) AEQK+AEQU STACKED 126 (2) AEQK+AEQU STACKED 106 (2) 126 (2) 106 CMA-UBTULBULBHH/6517/17/21/21 CMA-UBTULBULBHH/6517/17/21/21 (2) AEQK+AEQU STACKED 126 (2) AEQK+AEQU STACKED 106 (2) 126 (2) 106 CMA-UBTULBULBHH/6517/17/21/21 CMA-UBTULBULBHH/6517/17/21/21 (2) AEQK+AEQU STACKED 126 (2) AEQK+AEQU STACKED 106 1 18 5.00 4.0 (3) AirScale Dual RRH 4T4R B12/B14 126 (3) AirScale Dual RRH 4T4R B12/B14 106 51.50 0.2500 320W (AHLBA) 320W (AHLBA) 22.000035.9645 (3) AirScale RRH 4T4R B5 160 W 126 (3) AirScale RRH 4T4R B5 160 W 106 (AHCA) (AHCA) (3) AirScale Dual RRH 4T4R B25/B66 126 (3) AirScale Dual RRH 4T4R B25/B66 106 320W (AHFIB) 320W (AHFIB) (3) AirScale RRH 4T4R B30 100 W 126 (3) AirScale RRH 4T4R B30 100 W 106 (AHNA) (AHNA) DC9-48-60-24-8C-EV 126 DC9-48-60-24-8C-EV 106 DC9-48-60-24-8C-EV 126 DC9-48-60-24-8C-EV 106 DC9-48-60-24-8C-EV 126 DC9-48-60-24-8C-EV 106 (3) 14' EEI T-FRAMES 126 (3) 14' EEI T-FRAMES 96 (2) 116 (2) 96 CMA-UBTULBULBHH/6517/17/21/21 CMA-UBTULBULBHH/6517/17/21/21 (2) AEQK+AEQU STACKED 116 (2) AEQK+AEQU STACKED 96 (2) 116 (2) 96 78.5 ft CMA-UBTULBULBHH/6517/17/21/21 CMA-UBTULBULBHH/6517/17/21/21 (2) AEQK+AEQU STACKED 116 (2) AEQK+AEQU STACKED 96 (2) 116 (2) 96 CMA-UBTULBULBHH/6517/17/21/21 CMA-UBTULBULBHH/6517/17/21/21 (2) AEQK+AEQU STACKED 116 (2) AEQK+AEQU STACKED 96 (3) AirScale Dual RRH 4T4R B12/B14 116 (3) AirScale Dual RRH 4T4R B12/B14 96 320W (AHLBA) 320W (AHLBA) (3) AirScale RRH 4T4R B5 160 W 116 (3) AirScale RRH 4T4R B5 160 W 96 (AHCA) (AHCA) (3) AirScale Dual RRH 4T4R B25/B66 116 (3) AirScale Dual RRH 4T4R B25/B66 96 320W (AHFIB) 320W (AHFIB) (3) AirScale RRH 4T4R B30 100 W 116 (3) AirScale RRH 4T4R B30 100 W 96 (AHNA) (AHNA) A572-65 6.50 DC9-48-60-24-8C-EV 116 DC9-48-60-24-8C-EV 96 50.00 DC9-48-60-24-8C-EV 116 DC9-48-60-24-8C-EV 96 2 18 8.3 0.3750 34.108747.6665 DC9-48-60-24-8C-EV 116 DC9-48-60-24-8C-EV 96 (3) 14' EEI T-FRAMES 116 Pine Branches 90 - 70 Pine Branches 110 - 90 Pine Branches 70 - 50 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-65 65 ksi 80 ksi 33.5 ft ALL REACTIONS ARE FACTORED AXIAL 88 K SHEAR MOMENT 40.00 8 K 768 kip-ft 3 18 9.6 0.4375 45.154056.0002 TORQUE 0 kip-ft 30 mph WIND - 1.0000 in ICE AXIAL 61 K SHEAR MOMENT 60 K 5683 kip-ft 0.0 ft TORQUE 2 kip-ft 21.9 REACTIONS - 98 mph WIND NOTE: EXCERPT FROM WIND ANALYSIS SHOWN FOR REFERENCE ONLY Section Length (ft) Number of Sides Thickness (in) Socket Length (ft) Top Dia (in) Bot Dia (in) Grade Weight (K) Ehresmann Engineering Job: SN2975 SMOKEY POINT NORTH, WA - 113190_ 4400 W 31st St Project: 130 FT MONOPINE Yankton, SD 57078 Client: SMARTLINK Drawn by: EH App'd: Phone: (605) 665-7532 Code: TIA-222-H Date: 01/25/23 Scale: NTS FAX: (605) 665-9780 Path: Dwg No. E-1 Z:\EEI JOBS\11319 - SN2975 Smokey Point North, WA\113190\113190-Engineering\113190 - SN2975 Smokey Point North, WA - 130' Monopine.eri Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 13 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments, Mx Moments, Mz K K K kip-ft kip-ft kip-ft Wind 150 deg - Service 10.07 17.42 1586.99 -917.56 -0.01 Wind 180 deg - Service 0.00 20.11 1832.61 0.91 0.27 Wind 210 deg - Service -10.07 17.42 1586.86 919.42 0.47 Wind 240 deg - Service -17.44 10.05 915.59 1591.84 0.55 Wind 270 deg - Service -20.14 -0.00 -1.33 1838.01 0.48 Wind 300 deg - Service -17.44 -10.06 -918.22 1591.97 0.28 Wind 330 deg - Service -10.07 -17.42 -1589.39 919.64 0.01 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice 3 0.9 Dead+1.0 Wind 0 deg - No Ice 4 1.2 Dead+1.0 Wind 30 deg - No Ice 5 0.9 Dead+1.0 Wind 30 deg - No Ice 6 1.2 Dead+1.0 Wind 60 deg - No Ice 7 0.9 Dead+1.0 Wind 60 deg - No Ice 8 1.2 Dead+1.0 Wind 90 deg - No Ice 9 0.9 Dead+1.0 Wind 90 deg - No Ice 10 1.2 Dead+1.0 Wind 120 deg - No Ice 11 0.9 Dead+1.0 Wind 120 deg - No Ice 12 1.2 Dead+1.0 Wind 150 deg - No Ice 13 0.9 Dead+1.0 Wind 150 deg - No Ice 14 1.2 Dead+1.0 Wind 180 deg - No Ice 15 0.9 Dead+1.0 Wind 180 deg - No Ice 16 1.2 Dead+1.0 Wind 210 deg - No Ice 17 0.9 Dead+1.0 Wind 210 deg - No Ice 18 1.2 Dead+1.0 Wind 240 deg - No Ice 19 0.9 Dead+1.0 Wind 240 deg - No Ice 20 1.2 Dead+1.0 Wind 270 deg - No Ice 21 0.9 Dead+1.0 Wind 270 deg - No Ice 22 1.2 Dead+1.0 Wind 300 deg - No Ice 23 0.9 Dead+1.0 Wind 300 deg - No Ice 24 1.2 Dead+1.0 Wind 330 deg - No Ice 25 0.9 Dead+1.0 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 14 of 21 Project Date Ehresmann Engineering 4400 W 31st St 130 FT MONOPINE 11:36:45 01/25/23 Yankton, SD 57078 Client Designed by Phone: (605) 665-7532 SMARTLINK EH FAX: (605) 665-9780 Comb. Description No. 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip-ft kip-ft L1 130 - 78.5 Pole Max Tension 14 0.00 -0.00 0.00 Max. Compression 26 -50.00 1.95 3.55 Max. Mx 20 -26.60 1047.09 1.53 Max. My 2 -26.62 1.36 1044.81 Max. Vy 20 -40.35 1047.09 1.53 Max. Vx 2 -40.26 1.36 1044.81 Max. Torque 19 -1.61 L2 78.5 - 33.5 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -69.47 1.99 3.61 Max. Mx 20 -42.44 3302.31 1.78 Max. My 2 -42.44 1.58 3296.19 Max. Vy 20 -58.68 3302.31 1.78 Max. Vx 2 -58.59 1.58 3296.19 Max. Torque 19 -1.61 L3 33.5 - 0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -88.36 1.99 3.61 Max. Mx 20 -60.71 5682.83 1.93 Max. My 2 -60.71 1.73 5673.25 Max. Vy 20 -60.10 5682.83 1.93 Max. Vx 2 -60.02 1.73 5673.25 Max. Torque 19 -1.60 Maximum Reactions Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Comb. Pole Max. Vert 38 88.36 3.99 6.90 Max. Hx 20 60.76 60.05 0.00 Max. Hz 2 60.76 0.00 59.96 Max. Mx 2 5673.25 0.00 59.96 Max. Mz 8 5680.17 -60.05 -0.00 Max. Torsion 7 1.60 -52.00 29.98 Min. Vert 25 45.57 30.03 51.93 Min. Hx 8 60.76 -60.05 -0.00 Min. Hz 14 60.76 -0.00 -59.96 Min. Mx 14 -5670.17 -0.00 -59.96 Min. Mz 20 -5682.83 60.05 0.00 Min. Torsion 19 -1.60 52.00 -29.98 N:\Logos\VectorLogo.gif JOB NO.: U1408.546.231 Copyright Â© 2023 Vector Structural Engineering, LLC This Excel workbook contains proprietary information belonging to Vector Structural Engineering, LLC, and may be neither wholly nor partially copied or reproduced without the prior written permission of Vector Structural Engineering, LLC. PROJECT: SN2975 SMOKEY POINT NORTH, WA Seismic Base Shear Calculations: Seismic Parameters: Risk Category= II Ss = 1.190 g SMS = 1.219 g Seismic Design Category: D S1 = 0.360 g SM1 = 0.698 g Importance, I = 1.00 Fa = 1.02 SDS = 0.930 g Site Class: D Fv = 1.94 SD1 = 0.530 g R = 1.5 Seismic Base Shear: Structure Type = Tapered Pole h = 130.0 ft Wu = 19.1 k f1 = 0.29 Hz E = 29000 ksi Wt = 50.8 k T= 3.50 sec. I = 9653 in4 W = 31.7 k k = 2.00 avg L e Cs= 0.101 Seismic Shear, Vs(final) = 5.2 k ratio = 0.09 Wind Shear = 60.0 k Wind Controls, No Seismic Analysis Required N:\Logos\VectorLogo.gif JOB NO.: U1408.546.231 Copyright Â© 2023 Vector Structural Engineering, LLC This Excel workbook contains proprietary information belonging to Vector Structural Engineering, LLC, and may be neither wholly nor partially copied or reproduced without the prior written permission of Vector Structural Engineering, LLC. PROJECT: SN2975 SMOKEY POINT NORTH, WA Equivalent Lateral Force: Discrete Appurtenances: âˆ‘ Label h ke F [lb] z [ft] wz [lb] wzhz sz T-Frames (seismic) 126.0 1750.0 27783000 404.7 Antennas (seismic) 126.0 2550.0 40483800 589.8 Raycaps (seismic) 126.0 90.0 1428840 20.8 T-Frames (seismic) 116.0 1750.0 23548000 343.0 Antennas (seismic) 116.0 2550.0 34312800 499.9 Raycaps (seismic) 116.0 90.0 1211040 17.6 T-Frames (seismic) 106.0 1750.0 19663000 286.4 Antennas (seismic) 106.0 2550.0 28651800 417.4 Raycaps (seismic) 106.0 90.0 1011240 14.7 T-Frames (seismic) 96.0 1750.0 16128000 235.0 Antennas (seismic) 96.0 2550.0 23500800 342.4 Raycaps (seismic) 96.0 90.0 829440 12.1 Branches (seismic) 60.0 1181.0 4251600 61.9 Branches (seismic) 80.0 939.0 6009600 87.5 Branches (seismic) 100.0 721.0 7210000 105.0 Branches (seismic) 120.0 820.0 11808000 172.0 Linear Appurtenances: Label z [ft] w ke F [lb] z [lb] wzhz sz Coax 117.0 426.4 5836990 85.0 Coax 99.0 951.2 9322711 135.8 Coax 81.0 1180.8 7747229 112.9 Coax 63.0 1180.8 4686595 68.3 Coax 45.0 1180.8 2391120 34.8 Coax 27.0 1180.8 860803 12.5 Coax 9.0 1180.8 95645 1.4 Pole: Label z [ft] w ke F [lb] z [lb] wzhz sz Section 1 121.4 1319.4 19450397 283.4 Section 1 104.3 1319.4 14339169 208.9 Section 1 87.1 1319.4 10005572 145.8 Section 2 75.2 2723.6 15388421 224.2 Section 2 58.5 2723.6 9320844 135.8 Section 2 41.8 2723.6 4766377 69.4 Section 3 33.3 3154.9 3505478 51.1 Section 3 20.0 3154.9 1261972 18.4 Section 3 6.7 3154.9 140219 2.0 Sum: 50096.4 356950502.8 5.2 k 130.0 ft T-Frames (seismic) Antennas (seismic) Raycaps (seismic) Section 1 Branches (seismic) Coax Antennas (seismic) Raycaps (seismic) Antennas (seismic) Raycaps (seismic) Section 1 Branches (seismic) Coax Antennas (seismic) Raycaps (seismic) Section 1 Coax Branches (seismic) Section 2 Coax Branches (seismic) Section 2 Coax Section 2 Section 3 Coax Section 3 Coax Section 3 DESIGNED APPURTENANCE LOADING 126 121.4 120 117 116 106 104.3 100 99 96 87.1 81 80 75.2 63 60 58.5 45 41.8 33.3 27 20 9 6.7 TYPE ELEVATION TYPE ELEVATION T-Frames (seismic) 126 Antennas (seismic) 96 Antennas (seismic) 126 Raycaps (seismic) 96 Raycaps (seismic) 126 Section 1 87.1 Section 1 121.4 Coax 81 Branches (seismic) 120 Branches (seismic) 80 Coax 117 Section 2 75.2 Antennas (seismic) 116 Coax 63 Raycaps (seismic) 116 Branches (seismic) 60 T-Frames (seismic) 116 Section 2 58.5 T-Frames (seismic) 106 Coax 45 1 18 4.0 51.50 0.25005.00 Antennas (seismic) 106 Section 2 41.8 22.000035.9645 Raycaps (seismic) 106 Section 3 33.3 Section 1 104.3 Coax 27 Branches (seismic) 100 Section 3 20 Coax 99 Coax 9 T-Frames (seismic) 96 Section 3 6.7 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-65 65 ksi 80 ksi 78.5 ft A572-65 50.00 6.50 2 18 8.3 0.3750 34.108747.6665 ALL REACTIONS ARE FACTORED AXIAL 70 K SHEAR MOMENT 33.5 ft 5 K 545 kip-ft SEISMIC AXIAL 39 K SHEAR MOMENT 40.00 0 K 0 kip-ft 3 18 9.6 0.4375 45.154056.0002 30 mph WIND - 1.0000 in ICE AXIAL 61 K SHEAR MOMENT NOTE: SEISMIC ANALYSIS, 0 K 0 kip-ft WIND ANALYSIS 0.0 ft REACTIONS - 98 mph WIND GOVERNS DESIGN 21.9 Section Length (ft) Number of Sides Thickness (in) Socket Length (ft) Top Dia (in) Bot Dia (in) Grade Weight (K) Vector Structural Engineering, LLC. Job: SN2975 SMOKEY POINT NORTH, WA - 113190_ 651 W. Galena Park Blvd., Ste. 101 Project: 130 FT MONOPINE Draper, UT 84020 Client: SMARTLINK Drawn by: Evan.Espinoza App'd: Phone: 801-990-1775 Code: TIA-222-H Date: 01/30/23 Scale: NTS Vector Engineers FAX: 801-990-1176 Path: Dwg No. E-1 \\VSEFILES.vector.local\Projects\2023 Projects\U1408 EEI Enterprises, LLC (DBA Ehresmann Engineering)\U1408-546-231 SN2975 Smokey Point North, WA (WA, review & seismic analysis)\ENG\Towers\Seismic\113190 - SN2975 Smokey Point North, WA.eri Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 1 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Snohomish County, Washington. Tower base elevation above sea level: 123.00 ft. Basic wind speed of 98 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.00 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50 Â°F. Deflections calculated using a wind speed of 60 mph. Weld together tower sections have slip joint connections.. Connections use galvanized A325 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications.. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards.. Welds are fabricated with ER80S-XXX electrodes.. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments - Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments - Diagonals Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification Use Clear Spans For Wind Area SR Leg Bolts Resist Compression âˆš Use Code Stress Ratios Use Clear Spans For KL/r âˆš All Leg Panels Have Same Allowable Use Code Safety Factors - Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice âˆš Bypass Mast Stability Checks Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients âˆš Include Angle Block Shear Check Use Special Wind Profile âˆš Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption âˆš Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg. Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 2 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 130.00-78.50 51.50 5.00 18 22.0000 35.9645 0.2500 1.0000 A572-65 (65 ksi) L2 78.50-33.50 50.00 6.50 18 34.1087 47.6665 0.3750 1.5000 A572-65 (65 ksi) L3 33.50-0.00 40.00 18 45.1540 56.0002 0.4375 1.7500 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q w w/t in in2 in4 in in in3 in4 in2 in L1 22.3008 17.2586 1031.4832 7.7212 11.1760 92.2945 2064.3237 8.6310 3.4320 13.728 36.4807 28.3395 4566.8643 12.6786 18.2700 249.9657 9139.7377 14.1724 5.8898 23.559 L2 35.9537 40.1516 5772.5601 11.9755 17.3272 333.1496 11552.7159 20.0796 5.3431 14.248 48.3440 56.2887 15904.6689 16.7885 24.2146 656.8221 31830.2656 28.1497 7.7293 20.611 L3 47.5728 62.0944 15686.4723 15.8744 22.9382 683.8574 31393.5853 31.0531 7.1771 16.405 56.7966 77.1557 30093.4732 19.7248 28.4481 1057.8378 60226.5441 38.5852 9.0860 20.768 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 in in in in L1 0 0 1.01 130.00-78.50 L2 78.50-33.50 0 0 1.01 L3 33.50-0.00 0 0 1.01 Monopole Base Plate Data Base Plate Data Base plate is square Base plate is grouted Anchor bolt grade A615-75 Anchor bolt size 2.2500 in Number of bolts 20 Embedment length 72.0000 in f'c 4.500 ksi Grout space 4.5000 in Base plate grade A572-50 Base plate thickness 2.0000 in Bolt circle diameter 64.0000 in Outer diameter 71.0000 in Inner diameter 49.0000 in Base plate type Stiffened Plate Bolts per stiffener 1 Stiffener thickness 0.4375 in Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 3 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Base Plate Data Stiffener height 12.0000 in Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft ft2 ft2 ft2 ft2 K L1 130.00-78.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L2 78.50-33.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L3 33.50-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft2 ft2 ft2 ft2 K L1 130.00-78.50 A 1.120 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L2 78.50-33.50 A 1.053 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L3 33.50-0.00 A 0.934 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 User Defined Loads Description Elevation Offset Azimuth Weight Fx Fz Wind Force CAAC From Angle Centroid ft ft Â° K K K K ft2 T-Frames (seismic) 126.00 0.00 0.0000 No Ice 1.80 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Antennas (seismic) 126.00 0.00 0.0000 No Ice 2.60 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Raycaps (seismic) 126.00 0.00 0.0000 No Ice 0.10 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 T-Frames (seismic) 116.00 0.00 0.0000 No Ice 1.80 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Antennas (seismic) 116.00 0.00 0.0000 No Ice 2.60 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 4 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Description Elevation Offset Azimuth Weight Fx Fz Wind Force CAAC From Angle Centroid ft ft Â° K K K K ft2 Raycaps (seismic) 116.00 0.00 0.0000 No Ice 0.10 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 T-Frames (seismic) 106.00 0.00 0.0000 No Ice 1.80 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Antennas (seismic) 106.00 0.00 0.0000 No Ice 2.60 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Raycaps (seismic) 106.00 0.00 0.0000 No Ice 0.10 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 T-Frames (seismic) 96.00 0.00 0.0000 No Ice 1.80 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Antennas (seismic) 96.00 0.00 0.0000 No Ice 2.60 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Raycaps (seismic) 96.00 0.00 0.0000 No Ice 0.10 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Branches (seismic) 60.00 0.00 0.0000 No Ice 1.20 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Branches (seismic) 80.00 0.00 0.0000 No Ice 0.90 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Branches (seismic) 100.00 0.00 0.0000 No Ice 0.70 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Branches (seismic) 120.00 0.00 0.0000 No Ice 0.80 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Coax 117.00 0.00 0.0000 No Ice 0.40 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Coax 99.00 0.00 0.0000 No Ice 1.00 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Coax 81.00 0.00 0.0000 No Ice 1.20 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Coax 63.00 0.00 0.0000 No Ice 1.20 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Coax 45.00 0.00 0.0000 No Ice 1.20 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Coax 27.00 0.00 0.0000 No Ice 1.20 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 Coax 9.00 0.00 0.0000 No Ice 1.20 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 0.00 0.00 Service 0.00 0.00 0.00 0.00 0.00 User Defined Loads - Seismic Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 5 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Description Elevation Offset Azimuth Ev Ehx Ehz Eh From Angle Centroid ft ft Â° K K K K T-Frames (seismic) 126.00 0.00 0.0000 0.30 0.00 0.00 0.40 Antennas (seismic) 126.00 0.00 0.0000 0.50 0.00 0.00 0.60 T-Frames (seismic) 116.00 0.00 0.0000 0.30 0.00 0.00 0.30 Antennas (seismic) 116.00 0.00 0.0000 0.50 0.00 0.00 0.50 T-Frames (seismic) 106.00 0.00 0.0000 0.30 0.00 0.00 0.30 Antennas (seismic) 106.00 0.00 0.0000 0.50 0.00 0.00 0.40 T-Frames (seismic) 96.00 0.00 0.0000 0.30 0.00 0.00 0.20 Antennas (seismic) 96.00 0.00 0.0000 0.50 0.00 0.00 0.30 Branches (seismic) 60.00 0.00 0.0000 0.20 0.00 0.00 0.10 Branches (seismic) 80.00 0.00 0.0000 0.20 0.00 0.00 0.10 Branches (seismic) 100.00 0.00 0.0000 0.10 0.00 0.00 0.10 Branches (seismic) 120.00 0.00 0.0000 0.20 0.00 0.00 0.20 Coax 117.00 0.00 0.0000 0.10 0.00 0.00 0.10 Coax 99.00 0.00 0.0000 0.20 0.00 0.00 0.10 Coax 81.00 0.00 0.0000 0.20 0.00 0.00 0.10 Coax 63.00 0.00 0.0000 0.20 0.00 0.00 0.10 Coax 45.00 0.00 0.0000 0.20 0.00 0.00 0.00 Coax 27.00 0.00 0.0000 0.20 0.00 0.00 0.00 Coax 9.00 0.00 0.0000 0.20 0.00 0.00 0.00 Section 1 121.40 0.00 0.0000 0.20 0.00 0.00 0.30 Section 1 104.30 0.00 0.0000 0.20 0.00 0.00 0.20 Section 1 87.10 0.00 0.0000 0.20 0.00 0.00 0.10 Section 2 75.20 0.00 0.0000 0.50 0.00 0.00 0.20 Section 2 58.50 0.00 0.0000 0.50 0.00 0.00 0.10 Section 2 41.80 0.00 0.0000 0.50 0.00 0.00 0.10 Section 3 33.30 0.00 0.0000 0.60 0.00 0.00 0.10 Section 3 20.00 0.00 0.0000 0.60 0.00 0.00 0.00 Section 3 6.70 0.00 0.0000 0.60 0.00 0.00 0.00 Tower Pressures - No Ice GH = 1.100 Section z KZ qz AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 L1 102.51 1.272 30 126.135 A 0.000 0.000 0.000 0.00 0.000 0.000 130.00-78.50 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 78.50-33.50 55.38 1.118 26 158.058 A 0.000 0.000 0.000 0.00 0.000 0.000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L3 33.50-0.00 16.70 0.868 21 145.682 A 0.000 0.000 0.000 0.00 0.000 0.000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 Tower Pressure - With Ice GH = 1.100 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 6 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Section z KZ qz tZ AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf in ft2 e ft2 ft2 ft2 ft2 ft2 L1 130.00-78.50 102.51 1.272 3 1.1200 135.749 A 0.000 0.000 0.000 0.00 0.000 0.000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 78.50-33.50 55.38 1.118 2 1.0531 166.458 A 0.000 0.000 0.000 0.00 0.000 0.000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L3 33.50-0.00 16.70 0.868 2 0.9342 151.562 A 0.000 0.000 0.000 0.00 0.000 0.000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 Tower Pressure - Service GH = 1.100 Section z KZ qz AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 L1 102.51 1.272 10 126.135 A 0.000 0.000 0.000 0.00 0.000 0.000 130.00-78.50 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 78.50-33.50 55.38 1.118 9 158.058 A 0.000 0.000 0.000 0.00 0.000 0.000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L3 33.50-0.00 16.70 0.868 7 145.682 A 0.000 0.000 0.000 0.00 0.000 0.000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 Tower Forces - No Ice - Wind Normal To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 0.00 4.04 A 0 0.73 30 1 1 0.000 0.00 0.00 C 130.00-78.50 B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 L2 0.00 8.29 A 0 0.73 26 1 1 0.000 0.00 0.00 C 78.50-33.50 B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 L3 33.50-0.00 0.00 9.57 A 0 0.73 21 1 1 0.000 0.00 0.00 C B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 Sum Weight: 0.00 21.89 OTM 0.00 kip-ft 0.00 Tower Forces - No Ice - Wind 60 To Face Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 7 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 0.00 4.04 A 0 0.73 30 1 1 0.000 0.00 0.00 C 130.00-78.50 B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 L2 0.00 8.29 A 0 0.73 26 1 1 0.000 0.00 0.00 C 78.50-33.50 B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 L3 33.50-0.00 0.00 9.57 A 0 0.73 21 1 1 0.000 0.00 0.00 C B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 Sum Weight: 0.00 21.89 OTM 0.00 kip-ft 0.00 Tower Forces - No Ice - Wind 90 To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 0.00 4.04 A 0 0.73 30 1 1 0.000 0.00 0.00 C 130.00-78.50 B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 L2 0.00 8.29 A 0 0.73 26 1 1 0.000 0.00 0.00 C 78.50-33.50 B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 L3 33.50-0.00 0.00 9.57 A 0 0.73 21 1 1 0.000 0.00 0.00 C B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 Sum Weight: 0.00 21.89 OTM 0.00 kip-ft 0.00 Tower Forces - With Ice - Wind Normal To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 0.00 6.18 A 0 1.2 3 1 1 0.000 0.00 0.00 C 130.00-78.50 B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 L2 0.00 10.78 A 0 1.2 2 1 1 0.000 0.00 0.00 C 78.50-33.50 B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 L3 33.50-0.00 0.00 11.60 A 0 1.2 2 1 1 0.000 0.00 0.00 C B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 Sum Weight: 0.00 28.55 OTM 0.00 kip-ft 0.00 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 8 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Tower Forces - With Ice - Wind 60 To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 0.00 6.18 A 0 1.2 3 1 1 0.000 0.00 0.00 C 130.00-78.50 B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 L2 0.00 10.78 A 0 1.2 2 1 1 0.000 0.00 0.00 C 78.50-33.50 B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 L3 33.50-0.00 0.00 11.60 A 0 1.2 2 1 1 0.000 0.00 0.00 C B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 Sum Weight: 0.00 28.55 OTM 0.00 kip-ft 0.00 Tower Forces - With Ice - Wind 90 To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 0.00 6.18 A 0 1.2 3 1 1 0.000 0.00 0.00 C 130.00-78.50 B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 L2 0.00 10.78 A 0 1.2 2 1 1 0.000 0.00 0.00 C 78.50-33.50 B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 L3 33.50-0.00 0.00 11.60 A 0 1.2 2 1 1 0.000 0.00 0.00 C B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 Sum Weight: 0.00 28.55 OTM 0.00 kip-ft 0.00 Tower Forces - Service - Wind Normal To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 0.00 4.04 A 0 0.73 10 1 1 0.000 0.00 0.00 C 130.00-78.50 B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 L2 0.00 8.29 A 0 0.73 9 1 1 0.000 0.00 0.00 C 78.50-33.50 B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 L3 33.50-0.00 0.00 9.57 A 0 0.73 7 1 1 0.000 0.00 0.00 C B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 Sum Weight: 0.00 21.89 OTM 0.00 kip-ft 0.00 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 9 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Tower Forces - Service - Wind 60 To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 0.00 4.04 A 0 0.73 10 1 1 0.000 0.00 0.00 C 130.00-78.50 B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 L2 0.00 8.29 A 0 0.73 9 1 1 0.000 0.00 0.00 C 78.50-33.50 B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 L3 33.50-0.00 0.00 9.57 A 0 0.73 7 1 1 0.000 0.00 0.00 C B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 Sum Weight: 0.00 21.89 OTM 0.00 kip-ft 0.00 Tower Forces - Service - Wind 90 To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K plf L1 0.00 4.04 A 0 0.73 10 1 1 0.000 0.00 0.00 C 130.00-78.50 B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 L2 0.00 8.29 A 0 0.73 9 1 1 0.000 0.00 0.00 C 78.50-33.50 B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 L3 33.50-0.00 0.00 9.57 A 0 0.73 7 1 1 0.000 0.00 0.00 C B 0 0.73 1 1 0.000 C 0 0.73 1 1 0.000 Sum Weight: 0.00 21.89 OTM 0.00 kip-ft 0.00 Force Totals Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments, Mx Moments, Mz K K K kip-ft kip-ft kip-ft Leg Weight 21.89 Bracing Weight 0.00 Total Member Self-Weight 21.89 0.00 0.00 Total Weight 50.89 0.00 0.00 Wind 0 deg - No Ice 0.00 0.00 0.00 0.00 0.00 Wind 30 deg - No Ice 0.00 0.00 0.00 0.00 0.00 Wind 60 deg - No Ice 0.00 0.00 0.00 0.00 0.00 Wind 90 deg - No Ice 0.00 0.00 0.00 0.00 0.00 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 10 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments, Mx Moments, Mz K K K kip-ft kip-ft kip-ft Wind 120 deg - No Ice 0.00 0.00 0.00 0.00 0.00 Wind 150 deg - No Ice 0.00 0.00 0.00 0.00 0.00 Wind 180 deg - No Ice 0.00 0.00 0.00 0.00 0.00 Wind 210 deg - No Ice 0.00 0.00 0.00 0.00 0.00 Wind 240 deg - No Ice 0.00 0.00 0.00 0.00 0.00 Wind 270 deg - No Ice 0.00 0.00 0.00 0.00 0.00 Wind 300 deg - No Ice 0.00 0.00 0.00 0.00 0.00 Wind 330 deg - No Ice 0.00 0.00 0.00 0.00 0.00 Member Ice 6.66 Total Weight Ice 28.55 0.00 0.00 Wind 0 deg - Ice 0.00 0.00 0.00 0.00 0.00 Wind 30 deg - Ice 0.00 0.00 0.00 0.00 0.00 Wind 60 deg - Ice 0.00 0.00 0.00 0.00 0.00 Wind 90 deg - Ice 0.00 0.00 0.00 0.00 0.00 Wind 120 deg - Ice 0.00 0.00 0.00 0.00 0.00 Wind 150 deg - Ice 0.00 0.00 0.00 0.00 0.00 Wind 180 deg - Ice 0.00 0.00 0.00 0.00 0.00 Wind 210 deg - Ice 0.00 0.00 0.00 0.00 0.00 Wind 240 deg - Ice 0.00 0.00 0.00 0.00 0.00 Wind 270 deg - Ice 0.00 0.00 0.00 0.00 0.00 Wind 300 deg - Ice 0.00 0.00 0.00 0.00 0.00 Wind 330 deg - Ice 0.00 0.00 0.00 0.00 0.00 Total Weight 21.89 0.00 0.00 Wind 0 deg - Service 0.00 0.00 0.00 0.00 0.00 Wind 30 deg - Service 0.00 0.00 0.00 0.00 0.00 Wind 60 deg - Service 0.00 0.00 0.00 0.00 0.00 Wind 90 deg - Service 0.00 0.00 0.00 0.00 0.00 Wind 120 deg - Service 0.00 0.00 0.00 0.00 0.00 Wind 150 deg - Service 0.00 0.00 0.00 0.00 0.00 Wind 180 deg - Service 0.00 0.00 0.00 0.00 0.00 Wind 210 deg - Service 0.00 0.00 0.00 0.00 0.00 Wind 240 deg - Service 0.00 0.00 0.00 0.00 0.00 Wind 270 deg - Service 0.00 0.00 0.00 0.00 0.00 Wind 300 deg - Service 0.00 0.00 0.00 0.00 0.00 Wind 330 deg - Service 0.00 0.00 0.00 0.00 0.00 Seismic Vertical 9.10 Seismic Horizontal 0 deg 0.00 -5.00 -519.39 0.00 0.00 Seismic Horizontal 30 deg 2.50 -4.33 -449.80 -259.69 0.00 Seismic Horizontal 60 deg 4.33 -2.50 -259.69 -449.80 0.00 Seismic Horizontal 90 deg 5.00 0.00 0.00 -519.39 0.00 Seismic Horizontal 120 deg 4.33 2.50 259.69 -449.80 0.00 Seismic Horizontal 150 deg 2.50 4.33 449.80 -259.69 0.00 Seismic Horizontal 180 deg 0.00 5.00 519.39 0.00 0.00 Seismic Horizontal 210 deg -2.50 4.33 449.80 259.69 0.00 Seismic Horizontal 240 deg -4.33 2.50 259.69 449.80 0.00 Seismic Horizontal 270 deg -5.00 0.00 0.00 519.39 0.00 Seismic Horizontal 300 deg -4.33 -2.50 -259.69 449.80 0.00 Seismic Horizontal 330 deg -2.50 -4.33 -449.80 259.69 0.00 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice 3 0.9 Dead+1.0 Wind 0 deg - No Ice Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 11 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Comb. Description No. 4 1.2 Dead+1.0 Wind 30 deg - No Ice 5 0.9 Dead+1.0 Wind 30 deg - No Ice 6 1.2 Dead+1.0 Wind 60 deg - No Ice 7 0.9 Dead+1.0 Wind 60 deg - No Ice 8 1.2 Dead+1.0 Wind 90 deg - No Ice 9 0.9 Dead+1.0 Wind 90 deg - No Ice 10 1.2 Dead+1.0 Wind 120 deg - No Ice 11 0.9 Dead+1.0 Wind 120 deg - No Ice 12 1.2 Dead+1.0 Wind 150 deg - No Ice 13 0.9 Dead+1.0 Wind 150 deg - No Ice 14 1.2 Dead+1.0 Wind 180 deg - No Ice 15 0.9 Dead+1.0 Wind 180 deg - No Ice 16 1.2 Dead+1.0 Wind 210 deg - No Ice 17 0.9 Dead+1.0 Wind 210 deg - No Ice 18 1.2 Dead+1.0 Wind 240 deg - No Ice 19 0.9 Dead+1.0 Wind 240 deg - No Ice 20 1.2 Dead+1.0 Wind 270 deg - No Ice 21 0.9 Dead+1.0 Wind 270 deg - No Ice 22 1.2 Dead+1.0 Wind 300 deg - No Ice 23 0.9 Dead+1.0 Wind 300 deg - No Ice 24 1.2 Dead+1.0 Wind 330 deg - No Ice 25 0.9 Dead+1.0 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service 51 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 52 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 53 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 54 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 55 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 56 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 57 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 58 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 59 1.2 Dead+1.0 Ev+1.0 Eh 120 deg 60 0.9 Dead-1.0 Ev+1.0 Eh 120 deg 61 1.2 Dead+1.0 Ev+1.0 Eh 150 deg 62 0.9 Dead-1.0 Ev+1.0 Eh 150 deg 63 1.2 Dead+1.0 Ev+1.0 Eh 180 deg 64 0.9 Dead-1.0 Ev+1.0 Eh 180 deg 65 1.2 Dead+1.0 Ev+1.0 Eh 210 deg Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 12 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Comb. Description No. 66 0.9 Dead-1.0 Ev+1.0 Eh 210 deg 67 1.2 Dead+1.0 Ev+1.0 Eh 240 deg 68 0.9 Dead-1.0 Ev+1.0 Eh 240 deg 69 1.2 Dead+1.0 Ev+1.0 Eh 270 deg 70 0.9 Dead-1.0 Ev+1.0 Eh 270 deg 71 1.2 Dead+1.0 Ev+1.0 Eh 300 deg 72 0.9 Dead-1.0 Ev+1.0 Eh 300 deg 73 1.2 Dead+1.0 Ev+1.0 Eh 330 deg 74 0.9 Dead-1.0 Ev+1.0 Eh 330 deg Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip-ft kip-ft L1 130 - 78.5 Pole Max Tension 51 0.00 0.00 -0.00 Max. Compression 55 -33.71 -112.26 64.82 Max. Mx 57 -33.71 -129.63 0.00 Max. My 51 -33.71 0.00 129.63 Max. Vy 57 4.41 -118.87 0.00 Max. Vx 51 -4.41 0.00 118.87 Max. Torque 55 0.00 L2 78.5 - 33.5 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 53 -52.11 -170.50 295.31 Max. Mx 57 -52.11 -341.00 0.00 Max. My 51 -52.11 0.00 341.00 Max. Vy 57 5.10 -341.00 0.00 Max. Vx 51 -5.10 0.00 341.00 Max. Torque 55 0.00 L3 33.5 - 0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 53 -70.17 -272.38 471.77 Max. Mx 57 -70.17 -544.76 0.00 Max. My 51 -70.17 0.00 544.76 Max. Vy 57 5.18 -383.17 0.00 Max. Vx 51 -5.18 0.00 383.17 Max. Torque 55 0.00 Maximum Reactions Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Comb. Pole Max. Vert 53 70.17 -2.50 4.33 Max. Hx 69 70.17 5.00 0.00 Max. Hz 51 70.17 0.00 5.00 Max. Mx 51 544.76 0.00 5.00 Max. Mz 57 544.76 -5.00 0.00 Max. Torsion 55 0.00 -4.33 2.50 Min. Vert 58 36.70 -5.00 0.00 Min. Hx 57 70.17 -5.00 0.00 Min. Hz 63 70.17 0.00 -5.00 Min. Mx 63 -544.76 0.00 -5.00 Min. Mz 69 -544.76 5.00 0.00 Min. Torsion 59 -0.00 -4.33 -2.50 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 13 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Tower Mast Reaction Summary Load Vertical Shearx Shearz Overturning Overturning Torque Combination Moment, Mx Moment, Mz K K K kip-ft kip-ft kip-ft Dead Only 50.89 0.00 0.00 0.00 0.00 0.00 1.2 Dead+1.0 Wind 0 deg - No 61.07 0.00 0.00 0.00 0.00 0.00 Ice 0.9 Dead+1.0 Wind 0 deg - No 45.80 0.00 0.00 0.00 0.00 0.00 Ice 1.2 Dead+1.0 Wind 30 deg - No 61.07 0.00 0.00 0.00 0.00 0.00 Ice 0.9 Dead+1.0 Wind 30 deg - No 45.80 0.00 0.00 0.00 0.00 0.00 Ice 1.2 Dead+1.0 Wind 60 deg - No 61.07 0.00 0.00 0.00 0.00 0.00 Ice 0.9 Dead+1.0 Wind 60 deg - No 45.80 0.00 0.00 0.00 0.00 0.00 Ice 1.2 Dead+1.0 Wind 90 deg - No 61.07 0.00 0.00 0.00 0.00 0.00 Ice 0.9 Dead+1.0 Wind 90 deg - No 45.80 0.00 0.00 0.00 0.00 0.00 Ice 1.2 Dead+1.0 Wind 120 deg - 61.07 0.00 0.00 0.00 0.00 0.00 No Ice 0.9 Dead+1.0 Wind 120 deg - 45.80 0.00 0.00 0.00 0.00 0.00 No Ice 1.2 Dead+1.0 Wind 150 deg - 61.07 0.00 0.00 0.00 0.00 0.00 No Ice 0.9 Dead+1.0 Wind 150 deg - 45.80 0.00 0.00 0.00 0.00 0.00 No Ice 1.2 Dead+1.0 Wind 180 deg - 61.07 0.00 0.00 0.00 0.00 0.00 No Ice 0.9 Dead+1.0 Wind 180 deg - 45.80 0.00 0.00 0.00 0.00 0.00 No Ice 1.2 Dead+1.0 Wind 210 deg - 61.07 0.00 0.00 0.00 0.00 0.00 No Ice 0.9 Dead+1.0 Wind 210 deg - 45.80 0.00 0.00 0.00 0.00 0.00 No Ice 1.2 Dead+1.0 Wind 240 deg - 61.07 0.00 0.00 0.00 0.00 0.00 No Ice 0.9 Dead+1.0 Wind 240 deg - 45.80 0.00 0.00 0.00 0.00 0.00 No Ice 1.2 Dead+1.0 Wind 270 deg - 61.07 0.00 0.00 0.00 0.00 0.00 No Ice 0.9 Dead+1.0 Wind 270 deg - 45.80 0.00 0.00 0.00 0.00 0.00 No Ice 1.2 Dead+1.0 Wind 300 deg - 61.07 0.00 0.00 0.00 0.00 0.00 No Ice 0.9 Dead+1.0 Wind 300 deg - 45.80 0.00 0.00 0.00 0.00 0.00 No Ice 1.2 Dead+1.0 Wind 330 deg - 61.07 0.00 0.00 0.00 0.00 0.00 No Ice 0.9 Dead+1.0 Wind 330 deg - 45.80 0.00 0.00 0.00 0.00 0.00 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 39.40 0.00 0.00 0.00 0.00 0.00 1.2 Dead+1.0 Wind 0 deg+1.0 39.40 0.00 0.00 0.00 0.00 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 39.40 0.00 0.00 0.00 0.00 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 39.40 0.00 0.00 0.00 0.00 0.00 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 14 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Load Vertical Shearx Shearz Overturning Overturning Torque Combination Moment, Mx Moment, Mz K K K kip-ft kip-ft kip-ft Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 39.40 0.00 0.00 0.00 0.00 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 39.40 0.00 0.00 0.00 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 39.40 0.00 0.00 0.00 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 39.40 0.00 0.00 0.00 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 39.40 0.00 0.00 0.00 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 39.40 0.00 0.00 0.00 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 39.40 0.00 0.00 0.00 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 39.40 0.00 0.00 0.00 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 39.40 0.00 0.00 0.00 0.00 0.00 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg - Service 50.89 0.00 0.00 0.00 0.00 0.00 Dead+Wind 30 deg - Service 50.89 0.00 0.00 0.00 0.00 0.00 Dead+Wind 60 deg - Service 50.89 0.00 0.00 0.00 0.00 0.00 Dead+Wind 90 deg - Service 50.89 0.00 0.00 0.00 0.00 0.00 Dead+Wind 120 deg - Service 50.89 0.00 0.00 0.00 0.00 0.00 Dead+Wind 150 deg - Service 50.89 0.00 0.00 0.00 0.00 0.00 Dead+Wind 180 deg - Service 50.89 0.00 0.00 0.00 0.00 0.00 Dead+Wind 210 deg - Service 50.89 0.00 0.00 0.00 0.00 0.00 Dead+Wind 240 deg - Service 50.89 0.00 0.00 0.00 0.00 0.00 Dead+Wind 270 deg - Service 50.89 0.00 0.00 0.00 0.00 0.00 Dead+Wind 300 deg - Service 50.89 0.00 0.00 0.00 0.00 0.00 Dead+Wind 330 deg - Service 50.89 0.00 0.00 0.00 0.00 0.00 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 70.17 0.00 -5.00 -544.76 0.00 0.00 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 36.70 0.00 -5.00 -532.25 0.00 0.00 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 70.17 2.50 -4.33 -471.77 -272.38 0.00 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 36.70 2.50 -4.33 -460.94 -266.12 0.00 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 70.17 4.33 -2.50 -272.38 -471.77 -0.00 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 36.70 4.33 -2.50 -266.12 -460.94 -0.00 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 70.17 5.00 0.00 0.00 -544.76 0.00 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 36.70 5.00 0.00 0.00 -532.25 0.00 1.2 Dead+1.0 Ev+1.0 Eh 120 70.17 4.33 2.50 272.38 -471.77 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 120 36.70 4.33 2.50 266.12 -460.94 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 150 70.17 2.50 4.33 471.77 -272.38 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 150 36.70 2.50 4.33 460.94 -266.12 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 180 70.17 0.00 5.00 544.76 0.00 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 180 36.70 0.00 5.00 532.25 0.00 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 210 70.17 -2.50 4.33 471.77 272.38 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 210 36.70 -2.50 4.33 460.94 266.12 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 240 70.17 -4.33 2.50 272.38 471.77 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 240 36.70 -4.33 2.50 266.12 460.94 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 270 70.17 -5.00 0.00 0.00 544.76 0.00 deg Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 15 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Load Vertical Shearx Shearz Overturning Overturning Torque Combination Moment, Mx Moment, Mz K K K kip-ft kip-ft kip-ft 0.9 Dead-1.0 Ev+1.0 Eh 270 36.70 -5.00 0.00 0.00 532.25 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 300 70.17 -4.33 -2.50 -272.38 471.77 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 300 36.70 -4.33 -2.50 -266.12 460.94 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 330 70.17 -2.50 -4.33 -471.77 272.38 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 330 36.70 -2.50 -4.33 -460.94 266.12 -0.00 deg Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 1 0.00 -50.89 0.00 0.00 50.89 0.00 0.000% 2 0.00 -61.07 0.00 0.00 61.07 0.00 0.000% 3 0.00 -45.80 0.00 0.00 45.80 0.00 0.000% 4 0.00 -61.07 0.00 0.00 61.07 0.00 0.000% 5 0.00 -45.80 0.00 0.00 45.80 0.00 0.000% 6 0.00 -61.07 0.00 0.00 61.07 0.00 0.000% 7 0.00 -45.80 0.00 0.00 45.80 0.00 0.000% 8 0.00 -61.07 0.00 0.00 61.07 0.00 0.000% 9 0.00 -45.80 0.00 0.00 45.80 0.00 0.000% 10 0.00 -61.07 0.00 0.00 61.07 0.00 0.000% 11 0.00 -45.80 0.00 0.00 45.80 0.00 0.000% 12 0.00 -61.07 0.00 0.00 61.07 0.00 0.000% 13 0.00 -45.80 0.00 0.00 45.80 0.00 0.000% 14 0.00 -61.07 0.00 0.00 61.07 0.00 0.000% 15 0.00 -45.80 0.00 0.00 45.80 0.00 0.000% 16 0.00 -61.07 0.00 0.00 61.07 0.00 0.000% 17 0.00 -45.80 0.00 0.00 45.80 0.00 0.000% 18 0.00 -61.07 0.00 0.00 61.07 0.00 0.000% 19 0.00 -45.80 0.00 0.00 45.80 0.00 0.000% 20 0.00 -61.07 0.00 0.00 61.07 0.00 0.000% 21 0.00 -45.80 0.00 0.00 45.80 0.00 0.000% 22 0.00 -61.07 0.00 0.00 61.07 0.00 0.000% 23 0.00 -45.80 0.00 0.00 45.80 0.00 0.000% 24 0.00 -61.07 0.00 0.00 61.07 0.00 0.000% 25 0.00 -45.80 0.00 0.00 45.80 0.00 0.000% 26 0.00 -39.40 0.00 0.00 39.40 0.00 0.000% 27 0.00 -39.40 0.00 0.00 39.40 0.00 0.000% 28 0.00 -39.40 0.00 0.00 39.40 0.00 0.000% 29 0.00 -39.40 0.00 0.00 39.40 0.00 0.000% 30 0.00 -39.40 0.00 0.00 39.40 0.00 0.000% 31 0.00 -39.40 0.00 0.00 39.40 0.00 0.000% 32 0.00 -39.40 0.00 0.00 39.40 0.00 0.000% 33 0.00 -39.40 0.00 0.00 39.40 0.00 0.000% 34 0.00 -39.40 0.00 0.00 39.40 0.00 0.000% 35 0.00 -39.40 0.00 0.00 39.40 0.00 0.000% 36 0.00 -39.40 0.00 0.00 39.40 0.00 0.000% 37 0.00 -39.40 0.00 0.00 39.40 0.00 0.000% 38 0.00 -39.40 0.00 0.00 39.40 0.00 0.000% 39 0.00 -50.89 0.00 0.00 50.89 0.00 0.000% 40 0.00 -50.89 0.00 0.00 50.89 0.00 0.000% 41 0.00 -50.89 0.00 0.00 50.89 0.00 0.000% 42 0.00 -50.89 0.00 0.00 50.89 0.00 0.000% Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 16 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 43 0.00 -50.89 0.00 0.00 50.89 0.00 0.000% 44 0.00 -50.89 0.00 0.00 50.89 0.00 0.000% 45 0.00 -50.89 0.00 0.00 50.89 0.00 0.000% 46 0.00 -50.89 0.00 0.00 50.89 0.00 0.000% 47 0.00 -50.89 0.00 0.00 50.89 0.00 0.000% 48 0.00 -50.89 0.00 0.00 50.89 0.00 0.000% 49 0.00 -50.89 0.00 0.00 50.89 0.00 0.000% 50 0.00 -50.89 0.00 0.00 50.89 0.00 0.000% 51 0.00 -70.17 -5.00 0.00 70.17 5.00 0.000% 52 0.00 -36.70 -5.00 0.00 36.70 5.00 0.000% 53 2.50 -70.17 -4.33 -2.50 70.17 4.33 0.000% 54 2.50 -36.70 -4.33 -2.50 36.70 4.33 0.000% 55 4.33 -70.17 -2.50 -4.33 70.17 2.50 0.000% 56 4.33 -36.70 -2.50 -4.33 36.70 2.50 0.000% 57 5.00 -70.17 0.00 -5.00 70.17 0.00 0.000% 58 5.00 -36.70 0.00 -5.00 36.70 0.00 0.000% 59 4.33 -70.17 2.50 -4.33 70.17 -2.50 0.000% 60 4.33 -36.70 2.50 -4.33 36.70 -2.50 0.000% 61 2.50 -70.17 4.33 -2.50 70.17 -4.33 0.000% 62 2.50 -36.70 4.33 -2.50 36.70 -4.33 0.000% 63 0.00 -70.17 5.00 0.00 70.17 -5.00 0.000% 64 0.00 -36.70 5.00 0.00 36.70 -5.00 0.000% 65 -2.50 -70.17 4.33 2.50 70.17 -4.33 0.000% 66 -2.50 -36.70 4.33 2.50 36.70 -4.33 0.000% 67 -4.33 -70.17 2.50 4.33 70.17 -2.50 0.000% 68 -4.33 -36.70 2.50 4.33 36.70 -2.50 0.000% 69 -5.00 -70.17 0.00 5.00 70.17 0.00 0.000% 70 -5.00 -36.70 0.00 5.00 36.70 0.00 0.000% 71 -4.33 -70.17 -2.50 4.33 70.17 2.50 0.000% 72 -4.33 -36.70 -2.50 4.33 36.70 2.50 0.000% 73 -2.50 -70.17 -4.33 2.50 70.17 4.33 0.000% 74 -2.50 -36.70 -4.33 2.50 36.70 4.33 0.000% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00000001 3 Yes 4 0.00000001 0.00000001 4 Yes 4 0.00000001 0.00000001 5 Yes 4 0.00000001 0.00000001 6 Yes 4 0.00000001 0.00000001 7 Yes 4 0.00000001 0.00000001 8 Yes 4 0.00000001 0.00000001 9 Yes 4 0.00000001 0.00000001 10 Yes 4 0.00000001 0.00000001 11 Yes 4 0.00000001 0.00000001 12 Yes 4 0.00000001 0.00000001 13 Yes 4 0.00000001 0.00000001 14 Yes 4 0.00000001 0.00000001 15 Yes 4 0.00000001 0.00000001 16 Yes 4 0.00000001 0.00000001 17 Yes 4 0.00000001 0.00000001 18 Yes 4 0.00000001 0.00000001 19 Yes 4 0.00000001 0.00000001 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 17 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 20 Yes 4 0.00000001 0.00000001 21 Yes 4 0.00000001 0.00000001 22 Yes 4 0.00000001 0.00000001 23 Yes 4 0.00000001 0.00000001 24 Yes 4 0.00000001 0.00000001 25 Yes 4 0.00000001 0.00000001 26 Yes 4 0.00000001 0.00000001 27 Yes 4 0.00000001 0.00000001 28 Yes 4 0.00000001 0.00000001 29 Yes 4 0.00000001 0.00000001 30 Yes 4 0.00000001 0.00000001 31 Yes 4 0.00000001 0.00000001 32 Yes 4 0.00000001 0.00000001 33 Yes 4 0.00000001 0.00000001 34 Yes 4 0.00000001 0.00000001 35 Yes 4 0.00000001 0.00000001 36 Yes 4 0.00000001 0.00000001 37 Yes 4 0.00000001 0.00000001 38 Yes 4 0.00000001 0.00000001 39 Yes 4 0.00000001 0.00000001 40 Yes 4 0.00000001 0.00000001 41 Yes 4 0.00000001 0.00000001 42 Yes 4 0.00000001 0.00000001 43 Yes 4 0.00000001 0.00000001 44 Yes 4 0.00000001 0.00000001 45 Yes 4 0.00000001 0.00000001 46 Yes 4 0.00000001 0.00000001 47 Yes 4 0.00000001 0.00000001 48 Yes 4 0.00000001 0.00000001 49 Yes 4 0.00000001 0.00000001 50 Yes 4 0.00000001 0.00000001 51 Yes 4 0.00000001 0.00003748 52 Yes 4 0.00000001 0.00001034 53 Yes 4 0.00000001 0.00005895 54 Yes 4 0.00000001 0.00002248 55 Yes 4 0.00000001 0.00005895 56 Yes 4 0.00000001 0.00002248 57 Yes 4 0.00000001 0.00003748 58 Yes 4 0.00000001 0.00001034 59 Yes 4 0.00000001 0.00005895 60 Yes 4 0.00000001 0.00002248 61 Yes 4 0.00000001 0.00005895 62 Yes 4 0.00000001 0.00002248 63 Yes 4 0.00000001 0.00003748 64 Yes 4 0.00000001 0.00001034 65 Yes 4 0.00000001 0.00005895 66 Yes 4 0.00000001 0.00002248 67 Yes 4 0.00000001 0.00005895 68 Yes 4 0.00000001 0.00002248 69 Yes 4 0.00000001 0.00003748 70 Yes 4 0.00000001 0.00001034 71 Yes 4 0.00000001 0.00005895 72 Yes 4 0.00000001 0.00002248 73 Yes 4 0.00000001 0.00005895 74 Yes 4 0.00000001 0.00002248 Maximum Tower Deflections - Service Wind Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 18 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. Â° Â° L1 130 - 78.5 0.000 1 0.0000 0.0000 L2 83.5 - 33.5 0.000 1 0.0000 0.0000 L3 40 - 0 0.000 1 0.0000 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in Â° Â° ft 126.00 T-Frames (seismic) 0 0.000 0.0000 0.0000 Inf 121.40 Section 1 0 0.000 0.0000 0.0000 Inf 120.00 Branches (seismic) 0 0.000 0.0000 0.0000 Inf 117.00 Coax 0 0.000 0.0000 0.0000 Inf 116.00 T-Frames (seismic) 0 0.000 0.0000 0.0000 Inf 106.00 T-Frames (seismic) 0 0.000 0.0000 0.0000 Inf 104.30 Section 1 0 0.000 0.0000 0.0000 Inf 100.00 Branches (seismic) 0 0.000 0.0000 0.0000 Inf 99.00 Coax 0 0.000 0.0000 0.0000 Inf 96.00 T-Frames (seismic) 0 0.000 0.0000 0.0000 Inf 87.10 Section 1 0 0.000 0.0000 0.0000 Inf 81.00 Coax 0 0.000 0.0000 0.0000 Inf 80.00 Branches (seismic) 0 0.000 0.0000 0.0000 Inf 75.20 Section 2 0 0.000 0.0000 0.0000 Inf 63.00 Coax 0 0.000 0.0000 0.0000 Inf 60.00 Branches (seismic) 0 0.000 0.0000 0.0000 Inf 58.50 Section 2 0 0.000 0.0000 0.0000 Inf 45.00 Coax 0 0.000 0.0000 0.0000 Inf 41.80 Section 2 0 0.000 0.0000 0.0000 Inf 33.30 Section 3 0 0.000 0.0000 0.0000 Inf 27.00 Coax 0 0.000 0.0000 0.0000 Inf 20.00 Section 3 0 0.000 0.0000 0.0000 Inf 9.00 Coax 0 0.000 0.0000 0.0000 Inf 6.70 Section 3 0 0.000 0.0000 0.0000 Inf Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. Â° Â° L1 130 - 78.5 0.000 1 0.0000 0.0000 L2 83.5 - 33.5 0.000 1 0.0000 0.0000 L3 40 - 0 0.000 1 0.0000 0.0000 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in Â° Â° ft 126.00 T-Frames (seismic) 0 0.000 0.0000 0.0000 Inf Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 19 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in Â° Â° ft 121.40 Section 1 0 0.000 0.0000 0.0000 Inf 120.00 Branches (seismic) 0 0.000 0.0000 0.0000 Inf 117.00 Coax 0 0.000 0.0000 0.0000 Inf 116.00 T-Frames (seismic) 0 0.000 0.0000 0.0000 Inf 106.00 T-Frames (seismic) 0 0.000 0.0000 0.0000 Inf 104.30 Section 1 0 0.000 0.0000 0.0000 Inf 100.00 Branches (seismic) 0 0.000 0.0000 0.0000 Inf 99.00 Coax 0 0.000 0.0000 0.0000 Inf 96.00 T-Frames (seismic) 0 0.000 0.0000 0.0000 Inf 87.10 Section 1 0 0.000 0.0000 0.0000 Inf 81.00 Coax 0 0.000 0.0000 0.0000 Inf 80.00 Branches (seismic) 0 0.000 0.0000 0.0000 Inf 75.20 Section 2 0 0.000 0.0000 0.0000 Inf 63.00 Coax 0 0.000 0.0000 0.0000 Inf 60.00 Branches (seismic) 0 0.000 0.0000 0.0000 Inf 58.50 Section 2 0 0.000 0.0000 0.0000 Inf 45.00 Coax 0 0.000 0.0000 0.0000 Inf 41.80 Section 2 0 0.000 0.0000 0.0000 Inf 33.30 Section 3 0 0.000 0.0000 0.0000 Inf 27.00 Coax 0 0.000 0.0000 0.0000 Inf 20.00 Section 3 0 0.000 0.0000 0.0000 Inf 9.00 Coax 0 0.000 0.0000 0.0000 Inf 6.70 Section 3 0 0.000 0.0000 0.0000 Inf Base Plate Design Data Plate Number Anchor Bolt Actual Actual Actual Actual Controlling Ratio Thickness of Anchor Size Allowable Allowable Allowable Allowable Condition Bolts Ratio Ratio Ratio Ratio Bolt Bolt Plate Stiffener Tension Compression Stress Stress in in K K ksi ksi 2.0000 20 2.2500 18.12 23.94 3.896 4.085 Stiff 0.09 243.58 404.34 45.000 45.000 0.07 0.06 0.09 0.09 Compression Checks Pole Design Data Section Elevation Size L Lu Kl/r A Pu Ï†Pn Ratio No. Pu ft ft ft in2 K K Ï†P n L1 130 - 78.5 (1) TP35.9645x22x0.25 51.50 0.00 0.0 27.2636 -33.71 1594.92 0.021 L2 78.5 - 33.5 (2) TP47.6665x34.1087x0.375 50.00 0.00 0.0 54.1909 -52.11 3170.17 0.016 L3 33.5 - 0 (3) TP56.0002x45.154x0.4375 40.00 0.00 0.0 77.1557 -70.17 4513.61 0.016 Job Page tnxTower SN2975 SMOKEY POINT NORTH, WA - 113190_ 20 of 21 Project Date Vector Structural Engineering, 130 FT MONOPINE 15:31:34 01/30/23 LLC. 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 Client Designed by Phone: 801-990-1775 SMARTLINK Evan.Espinoza FAX: 801-990-1176 Pole Bending Design Data Section Elevation Size Mux Ï†Mnx Ratio Muy Ï†Mny Ratio No. Mux Muy ft kip-ft kip-ft Ï†Mnx kip-ft kip-ft Ï†Mny L1 130 - 78.5 (1) TP35.9645x22x0.25 129.63 1279.79 0.101 0.00 1279.79 0.000 L2 78.5 - 33.5 (2) TP47.6665x34.1087x0.375 341.00 3518.98 0.097 0.00 3518.98 0.000 L3 33.5 - 0 (3) TP56.0002x45.154x0.4375 544.76 6024.81 0.090 0.00 6024.81 0.000 Pole Shear Design Data Section Elevation Size Actual Ï†Vn Ratio Actual Ï†Tn Ratio No. Vu Vu Tu Tu ft K K Ï†Vn kip-ft kip-ft Ï†Tn L1 130 - 78.5 (1) TP35.9645x22x0.25 4.40 478.48 0.009 0.00 1439.72 0.000 L2 78.5 - 33.5 (2) TP47.6665x34.1087x0.375 5.10 951.05 0.005 0.00 3792.03 0.000 L3 33.5 - 0 (3) TP56.0002x45.154x0.4375 5.00 1354.08 0.004 0.00 6588.83 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. Pu Mux Muy Vu Tu Stress Stress ft Ï†Pn Ï†Mnx Ï†Mny Ï†Vn Ï†Tn Ratio Ratio L1 130 - 78.5 (1) 0.021 0.101 0.000 0.009 0.000 0.123 1.000 4.8.2 L2 78.5 - 33.5 (2) 0.016 0.097 0.000 0.005 0.000 0.113 1.000 4.8.2 L3 33.5 - 0 (3) 0.016 0.090 0.000 0.004 0.000 0.106 1.000 4.8.2 Section Capacity Table Section Elevation Component Size Critical P Ã¸Pallow % Pass No. ft Type Element K K Capacity Fail L1 130 - 78.5 Pole TP35.9645x22x0.25 1 -33.71 1594.92 12.3 Pass L2 78.5 - 33.5 Pole TP47.6665x34.1087x0.375 2 -52.11 3170.17 11.3 Pass L3 33.5 - 0 Pole TP56.0002x45.154x0.4375 3 -70.17 4513.61 10.6 Pass Summary Pole (L1) 12.3 Pass Base Plate 9.1 Pass RATING = 12.3 Pass TIA-222-H - 98 mph/30 mph 1.0000 in Ice Exposure C Maximum Values Vx Vz Mx Mz Global Mast Shear (K) Global Mast Moment (kip-ft) 0 5 10 0 500 1000 130.00 130.00 78.50 78.50 Elevation (ft) 33.50 33.50 0.00 0.00 0 5 10 0 500 1000 Vector Structural Engineering, LLC. Job: SN2975 SMOKEY POINT NORTH, WA - 113190_ 651 W. Galena Park Blvd., Ste. 101 Project: 130 FT MONOPINE Draper, UT 84020 Client: SMARTLINK Drawn by: Evan.Espinoza App'd: Phone: 801-990-1775 Code: TIA-222-H Date: 01/30/23 Scale: NTS Vector Engineers FAX: 801-990-1176 Path: Dwg No. E-4 \\VSEFILES.vector.local\Projects\2023 Projects\U1408 EEI Enterprises, LLC (DBA Ehresmann Engineering)\U1408-546-231 SN2975 Smokey Point North, WA (WA, review & seismic analysis)\ENG\Towers\Seismic\113190 - SN2975 Smokey Point North, WA.eri BLACK MOUNTAIN CONSULTING LLC 22566 SW Washington St., Ste. 206 Sherwood, OR 97140 503.625.2517 www.blkmountain.com January 4, 2023 Black Mountain Project No. 220032-SRT Smartlink LLC 621 SW Alder Street, Suite 660 Portland, Oregon 97205 Attention: Ms. Sharon Gretch Subject: Soil Resistivity Survey SN2975 Smokey Point North 17306 Smokey Point Drive Arlington, Washington 98223 Dear Ms. Gretch, At your request, a representative of Black Mountain Consulting LLC (Black Mountain) visited the above referenced site on January 3, 2023 to perform soil resistivity testing. Two surveys were completed, at the approximate locations and orientations described in this report. We understand others will use these test results in their design of the antenna grounding system. Attention: Due to the high resistivity values at the survey area, a standard grounding design may not be appropriate and a site-specific grounding design may be required. We appreciate this opportunity to be of service. Sincerely, Black Mountain Consulting LLC Robert Nystrom, L.G. Staff Geologist Black Mountain Consulting LLC SHERWOOD Office - 22566 SW Washington St., Ste. 206 Sherwood, OR 97140 503.625.2517 www.blkmountain.com BLACK MOUNTAIN CONSULTING LLC Methods: The resistivity survey was completed using the Wenner Four-Electrode Method and the Miller Model 400A Soil Resistance Meter. The Wenner Four-Electrode Method requires that four metal electrodes be placed in a straight line, equal distance from one another. Each electrode is driven approximately 6 -12 inches below ground surface at 5, 10, 20, 30 and 40-foot spacing intervals. A current of known amperage is subsequently circulated into the soil through the end electrodes and the resulting voltage drop between the inner electrodes is measured, yielding the resistance (in ohms) of the soil. The correct unit for resistivity is the ohm-centimeter (Î©-cm). The following equation is used to calculate the resistivity (Î©-cm). Ï = 191.5 aR Where: Ï = soil resistance in ohm-cm (Î©-cm) a = electrode separation (in feet) R = resistance measured in ohms (Î©) This method is in general accordance with ASTM method G57-06 (IEEE Standard 81). Site Conditions: The proposed lease area is located in an asphalt-paved parking area. The surveys were conducted in grass- covered areas adjacent to the lease area and an underground power line is present in the area of the surveys. Array 1 was configured along a NW-SE axis that extended along the western edge of the lease area. Array 1 was placed parallel to the underground power line. Array 2 was configured along an NE-SW axis that extended along the southern edge of the lease area. Array 2 was placed over the underground power line (perpendicular) and the 5-foot spacing reading may have been influenced by the power line. As such, Array 1 may better represent subsurface conditions. Surficial soils consist of fine sand. Our geotechnical exploration conducted in the lease area encountered about 37 feet of fine sand with varying amounts of medium and coarse sand. We terminated our exploration at about 37 feet below ground surface in fine sand. We encountered groundwater at about 7 feet below ground surface in the excavation at the time of our exploration. There was sufficient room to perform 40-foot spacing for Array 1 and, due to the presence of asphalt across the property, Array 2 was limited to 30-foot spacing. The arrays were oriented approximately 90Â° to one another. 2 | Pa ge Black Mountain Consulting LLC | Project 220032-SRT | January 4, 2023 Soil Resistivity Survey Results Table 1: Soil Resistivity Data Site Name & Address: SP4296 Pinehurst, Off Coeur dâ€™ Alene River Road, Kingston, Idaho 83839 Company Performing Test (Include Name of Person & Date): Black Mountain Consulting LLC, Robert Nystrom, June 9, 2022 Test Instrument (Model #, Serial #, Date of Last Calibration): Miller Model 400A Soil Resistance Meter, #44500, Calibrated April 2022 Areas to be Measured Data Recordings Distance Between Test Rods in Feet 5 10 20 30 40 Array 1 Measured Resistance (Î©): 70 38 14 4.5 4.7 Calculated Resistivity (Î©-cm): 67,025 72,770 53,620 25,853 36,002 Array 2 Measured Resistance (Î©): 72 35 15 9.6 5.3 Calculated Resistivity (Î©-cm): 68,940 67,025 57,450 55,152 40,598 Description of Soil as Seen as Site: Sand and gravel, gravel is from road base. Soil Condition (Wet, Damp, or Dry): Damp Weather: Overcast, 70Â° F, scattered showers last 24 hours CITY OF ARLINGTON 18204 59th Avenue NE, Arlington, WA 98223 INSPECTIONS: 360-403-3417 - Permit Center: 360-403-3551 BUILDING PERMIT 17306 SMOKEY POINT DR Permit #: 5147 PERMIT EXPIRES 180 DAYS AFTER Parcel #: 00645300000700 DATE OF ISSUANCE. Scope of Work: Installation of new wireless communications facility camouflaged Valuation: 150000.00 as a fir tree (monofir), with 9 antennas, 9 remote radio units, 2 surge suppressors and associated cables attached. Ground equipment to include a prefab 2-bay walk up cabinet, back-up diesel generator and utility H-Frame. Monofir and equipment screened by a .black chain-link fence with security wire and an interior solid screen OWNER APPLICANT CONTRACTOR IRONMOUNT INC New Cingular Wireless PCS, LLC by MASTEC NETWORK SOLUTIONS INC Smartlink Group 5550 HASTINGS ST STE 2 1997 Annapolis Exchange Pkwy 22263 68TH AVE S BURNABY, BC , CANADA V5B 163 Annapolis KENT, WA 98032 541-515-8263 866.545.1782 LIC: 603 235 974 EXP: 09/30/2024 LIC: MASTENS876KN EXP: 05/14/2025 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC #: EXP: LIC #: EXP: JOB DESCRIPTION PERMIT TYPE: ACCESSORY STRUCTURE CODE YEAR: 2021 STORIES: CONST. TYPE: llB DWELLING UNITS: 0 OCC GROUP: U; Utility BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington #3101. 06/03/2024 Applicant Signature Date Building Official Date CONDITIONS SEE REDLINED DRAWINGS FOR ADDITIONAL REQUIREMENTS. ADHERE TO THE APPROVED PLANS. ALL CONDITIONS OF THE LAND USE PERMIT SHALL BE MET. APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS. CALL FOR INSPECTIONS. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 06/04/2024 Processing/Technology $25.00 06/04/2024 Building Permit $1,918.24 06/04/2024 State Surcharge - Commercial $25.00 06/04/2024 Building Plan Review $1,246.86 06/04/2024 Credit Card Service $96.45 06/04/2024 Permit Extension $110.00 06/04/2024 Building Plan Review $1,246.86 06/04/2024 Credit Card Service $40.71 Total Due: $4,709.12 Total Payment: $4,709.12 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection, allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail CITY OF ARLINGTON 18204 59th Avenue NE, Arlington, WA 98223 INSPECTIONS: 360-403-3417 - Permit Center: 360-403-3551 BUILDING PERMIT 17306 SMOKEY POINT DR Permit #: 5147 PERMIT EXPIRES 180 DAYS AFTER Parcel #: 00645300000700 DATE OF ISSUANCE. Scope of Work: Installation of new wireless communications facility camouflaged Valuation: 150000.00 as a fir tree (monofir), with 9 antennas, 9 remote radio units, 2 surge suppressors and associated cables attached. Ground equipment to include a prefab 2-bay walk up cabinet, back-up diesel generator and utility H-Frame. Monofir and equipment screened by a .black chain-link fence with security wire and an interior solid screen OWNER APPLICANT CONTRACTOR IRONMOUNT INC New Cingular Wireless PCS, LLC by MASTEC NETWORK SOLUTIONS INC Smartlink Group 5550 HASTINGS ST STE 2 1997 Annapolis Exchange Pkwy 22263 68TH AVE S BURNABY, BC , CANADA V5B 163 Annapolis KENT, WA 98032 541-515-8263 866.545.1782 LIC: 603 235 974 EXP: 09/30/2024 LIC: MASTENS876KN EXP: 05/14/2025 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC #: EXP: LIC #: EXP: JOB DESCRIPTION PERMIT TYPE: ACCESSORY STRUCTURE CODE YEAR: 2021 STORIES: CONST. TYPE: llB DWELLING UNITS: 0 OCC GROUP: U; Utility BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington #3101. 06/04/2024 06/03/2024 Applicant Signature Date Building Official Date CONDITIONS SEE REDLINED DRAWINGS FOR ADDITIONAL REQUIREMENTS. ADHERE TO THE APPROVED PLANS. ALL CONDITIONS OF THE LAND USE PERMIT SHALL BE MET. APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS. CALL FOR INSPECTIONS. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 06/04/2024 Processing/Technology $25.00 06/04/2024 Building Permit $1,918.24 06/04/2024 State Surcharge - Commercial $25.00 06/04/2024 Building Plan Review $1,246.86 06/04/2024 Credit Card Service $96.45 06/04/2024 Permit Extension $110.00 06/04/2024 Building Plan Review $1,246.86 06/04/2024 Credit Card Service $40.71 Total Due: $4,709.12 Total Payment: $4,709.12 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection, allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail City of Arlington Community & Economic Development September 16, 2024 Ironmount Inc 5550 Hastings St, STE 2 Burnaby, BC V5B 1E3 Canada RE: Permit Expiration Project Name: Smokey Point North Project Address: 17306 Smokey Point Dr Permit No.: PLN#963 BLD#5147 Dear Ms. Gretch, This letter is being provided to you as a courtesy with permit expiration dates for the Smokey Point North project. The land use permit issued on October 11, 2022, is set to expire on October 11, 2024. Per Arlington Municipal Code 20.16.280 Conditional Use Permits shall expire automatically if , within two years after the issuance of such permits: (1) The use authorized by such permits has not commenced, in circumstances where no substantial construction, erection, alteration, excavation, demolition or similar work is necessary before commencement of such use, or (2) Less than ten percent of the total cost of all construction, erection, alteration, excavation, demolition, or similar work on any development authorized by such permits has been completed on the site. If the land use permit expires, all applications and issued permits will be void. For zoning, special use, and conditional use other than for preliminary minor or major subdivisions, the permit-issuing authority may extend for a period up to twelve months the date when a permit would otherwise expire pursuant to Subsections (a) or (b) if it concludes that: (i) the request was delivered in writing to the Community and Economic Development Department at least thirty (30) calendar days prior to the permitâ€™s expiration date, (ii) the permit recipient has proceeded with due diligence and in good faith, and (iii) conditions have not changed so substantially as to warrant a new application. The building permit issued on June 5, 2024, is set to expire on December 2, 2024. Issued building permits shall expire and become invalid unless the work on the site authorized by such permit is commenced within 180 days after issuance, or if the work authorized on the site by a permit is suspended or abandoned for 180 days after the time of work is commenced. The 180 days will be deemed to have expired if no inspections have been performed within 180 days of the date of permit issuance. For an inspection to be valid, the work being inspected must be complete, ready for inspection and noted â€œapprovedâ€ by the building official. If the work authorized by the permit has been abandoned or suspended for 180 days before such work may recommence, a new building permit shall be obtained with a fee one-half of the building 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 â€“ www.arlingtonwa.gov permit fee amount required for a new building permit. This only applies provided no changes have been made or will be made to the original plans and specifications for such work and provided further that such suspension or abandonment has not exceeded one year. Any permittee holding an unexpired building permit may apply for an extension of time when the permittee is unable to complete the work within the initial 180 days. The request for an extension of time shall be submitted to the Community and Economic Development Department at a minimum of thirty calendar days prior to the expiration of the permit. The building official may extend the time for action by the permittee for a period not exceeding 180 days. Written request by the permittee shall detail the circumstances beyond the control of the permittee that have prevented action from being taken. No permit shall be extended more than once. Should you have any questions, please contact me at kfoster@arlingtonwa.gov or 360-403-3545. Sincerely, Kristin Foster Permit Technician Community & Economic Development CITY OF ARLINGTON 18204 59th Avenue NE, Arlington, WA 98223 INSPECTIONS: 360-403-3417 - Permit Center: 360-403-3551 BUILDING PERMIT 17306 SMOKEY POINT DR Permit #: 5147 PERMIT EXPIRES 180 DAYS AFTER Parcel #: 00645300000700 DATE OF ISSUANCE. Scope of Work: Installation of new wireless communications facility camouflaged as aValuation: 150000.00 fir tree (monofir), with 9 antennas, 9 remote radio units, 2 surge suppressors and associated cables attached. Ground equipment to include a prefab 2-bay walk up cabinet, back-up diesel generator and utility H-Frame. Monofir and equipment screened by a .black chain-link fence with security wire and an interior solid screen OWNER APPLICANT CONTRACTOR IRONMOUNT INC New Cingular Wireless PCS, LLC by Eagle Commercial Services, Inc. Smartlink Group 5550 HASTINGS ST STE 2 1997 Annapolis Exchange Pkwy 1026 26th Ave NW, Suite C BURNABY, BC , CANADA V5B 163 Annapolis Gig Harbor, WA 98335 541-515-8263 253 209 3890 LIC: EAGLECS882O6 EXP: 11/13/2024 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC #: EXP: LIC #: EXP: JOB DESCRIPTION PERMIT TYPE: ACCESSORY STRUCTURE CODE YEAR: 2021 STORIES: CONST. TYPE: llB DWELLING UNITS: 0 OCC GROUP: U; Utility BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington #3101. 09/19/2024 06/03/2024 Applicant Signature Date Building Official Date CONDITIONS SEE REDLINED DRAWINGS FOR ADDITIONAL REQUIREMENTS. ADHERE TO THE APPROVED PLANS. ALL CONDITIONS OF THE LAND USE PERMIT SHALL BE MET. APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS. CALL FOR INSPECTIONS. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 09/19/2024 Processing/Technology $25.00 09/19/2024 Building Permit $1,918.24 09/19/2024 State Surcharge - Commercial $25.00 09/19/2024 Building Plan Review $1,246.86 09/19/2024 Credit Card Service $96.45 09/19/2024 Permit Extension $110.00 09/19/2024 Building Plan Review $1,246.86 09/19/2024 Credit Card Service $40.71 Total Due: $4,709.12 Total Payment: $4,709.12 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection, allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail From: Sylvia Butler To: Hannah Hardwick; Robyn Eckert Subject: RE: BLD5147 - Expiration Notice Date: Wednesday, October 30, 2024 11:24:38 AM Attachments: image001.png This message is from an External Sender This message came from outside the City of Arlington Hi Hannah, We will not be ready for an inspection by that date. Construction start is delayed due to materials availability, can we please request an extension. Sylvia Butler Director of Delivery Smartlink c. 425-941-5941 From: Hannah Hardwick <hhardwick@arlingtonwa.gov> Sent: Wednesday, October 30, 2024 10:57 AM To: Robyn Eckert <robyn.eckert@smartlinkgroup.com>; Sharon Gretch <sharon.gretch@smartlinkgroup.com> Subject: BLD5147 - Expiration Notice WARNING:This message was sent from outside the company. Please exercise your best judgement when opening or responding. Hello, This email is to inform you of the upcoming expiration date for permit 5147. This permit will expire on 12/02/2024. Please ensure that an inspection has been requested and approved prior to the expiration date. If you are not ready an inspection prior to the expiration date, please reply requesting an extension. The request needs to state cause for the extension and requires approval by the Building Official once received. Additional fees may be required upon extension approval. Please use the link below to view and request an inspection. You can also call in an inspection at 360-403-3417. Permits - Arlington (iworq.net) Sincerely, Hannah Hardwick Arlington Community & Economic Development, Permit Technician I 18204 59th Ave NE, Arlington, WA 98223 O: 360.403.3549 hhardwick@arlingtonwa.gov | www.arlingtonwa.gov Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. CITY OF ARLINGTON INSPECTION CARD No building construction shall be commenced until permit holder INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: CONTRACTOR: JOB ADDRESS: LOT NUMBER TYPE GROUP NATURE of WORK: USE of BUILDING: PERMIT No: DATE ISSUED: INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE(S) PASS FAIL INITIALS FOOTING BUILDING FOUNDATION (360) 403-3417 UNDERFLOOR SHEARWALL PLUMBING (groundwork) ROUGH PLUMBING GAS PIPING ROUGH HEATING & VENTILATION FRAMING INSULATION WALLBOARD (SHEAR/RATED WALLS) CEILING GRID STRUCTURAL SLAB CROSS CONNECTION CONTROL IN PREMISE (360) 403-3417 GRADING TEMPORARY TECSP ASBUILTS APPROVED MAINTENANCE BOND STORM DRAINAGE SYSTEM PAVING, SIGNAGE & MARKINGS LANDSCAPING CONDITIONS ONSITE UTILITIES WATER ONSITE UTILITIES SEWER Sewer OFFSITE UTILITIES WATER (360) 403-3508 OFFSITE UTILITIES SEWER SEWER PRETREATMENT Water CROSS CONNECTION CONTROL PREMISE (360) 403-3526 SIDE SEWER/ CLEANOUT/FINAL WATER SERVICE INSTALLATION WATER SERVICE FINAL (360) 403-3417 HYDRO/FLUSH UNDERGROUND**INCL FDC FIRE ALARM /AUTOMATIC SPRINKLER HOOD SUPPRESSION SYSTEM FINAL FIRE WALK-THROUGH (360) 403-3417 FINAL INSPECTION ALL SIGNATURE BLOCKS MUST BE COMPLETE Permit #: 5147 Permit Date: 01/31/23 Permit Type: ACCESSORY STRUCTURE Project Name: SN2975 Smokey Point North AT&T Applicant New Cingular Wireless PCS, LLC by Smartlink Group Name: Applicant 1997 Annapolis Exchange Pkwy Address: Applicant, City, State, Annapolis Zip: Contact: Smartlink LLC Phone: 541-515-8263 Email: sharon.gretch@smartlinkgroup.com / robyn.eckert@smartlinkgroup.com Scope of Installation of new wireless communications facility camouflaged as a fir tree (monofir), with Work: 9 antennas, 9 remote radio units, 2 surge suppressors and associated cables attached. Ground equipment to include a prefab 2-bay walk up cabinet, back-up diesel generator and utility H- Frame. Monofir and equipment screened by a .black chain-link fence with security wire and an interior solid screen Valuation: 150000.00 Square Feet: 800 Number of 1 Stories: Construction llB Type: Occupancy U; Utility Group: ID Code: Permit Issued: 06/05/2024 Permit 02/11/2026 Expires: Form Permit COMMERCIAL BUILDING Type: Status: COMPLETE Assigned To: Launa Black Property Parcel # Address Legal Description Owner Name Owner Phone Zoning 17306 SMOKEY POINT 539 Other Retail 00645300000700 IRONMOUNT INC DR Trade NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License # Eagle Commercial 1026 26th Ave CONSTRUCTION Jay PerryCook 253 209 3890 L & I EAGLECS882O6 Services, Inc. NW, Suite C CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C20. BUILDING 12/09/2025 12/10/2025 12/10/2025 BUILDING Approved FINAL C03. 08/11/2025 OK to pour 08/12/2025 08/12/2025 BUILDING Approved FOUNDATION/SLAB Rebar and concrete Message states they will be mobilizing Monday, drilling 05/14/2025 Inspection 05/21/2025 05/28/2025 BUILDING Approved Tuesday, and pouring concrete Wednesday the 21st. Plan Reviews Date Review Type Description Assigned To Review Status 05/10/2024 ASSESSORY STRUCTURE BUILDING Approved Building permit matches Hearing Examiner Decision and 02/01/2023 ASSESSORY STRUCTURE PLANNING Approved approved Plans. PERMIT EXTENSION 10/30/2024 Applicant is requesting an extension on the permit. BUILDING In Review REQUEST Fees Fee Description Notes Amount Processing/Technology $25.00 Building Permit Table 4-1 $1,918.24 State Surcharge - Commercial Commercial Only $25.00 Building Plan Review Table 4-2 $1,246.86 Credit Card Service $96.45 Permit Extension $110.00 Additional plan review fee for the submittal of revised Building Plan Review Table 4-2 $1,246.86 plans after the original plans set was approved. Credit Card Service $40.71 Permit Extension $110.00 Credit Card Service $3.30 Total $4,822.42 Attached Letters Date Letter Description 06/03/2024 Building Permit 08/25/2023 Building Permit 03/23/2023 Building Permit 01/31/2023 Web Form - Building Application Payments Date Paid By Description Payment Type Accepted By Amount XBP Conf: 03/15/2023 $3,215.10 140202503 03/15/2023 140202503 Ameresia Lawlis $96.45 XBP Conf: 05/31/2024 $1,356.86 201238147 05/31/2024 Sharon Gretch 201238147 $40.71 XBP Conf: 11/04/2024 $110.00 214189757 11/04/2024 Sylvia Butler 214189757 Hannah Hardwick $3.30 Outstanding Balance $0.00 Notes Date Note Created By: 10/30/2024 sent expiration notice Hannah Hardwick 09/19/2024 Received the signed revised permit with the new contractor information. Kristin Foster Received confirmation from Robyn Eckert for the new contractor Eagle Commercial Services. 09/18/2024 Kristin Foster 9.19.2024 emailed the revised permit for signature. New contractor, Eagle Commercial Services will need a COA business license prior to issuing 08/22/2024 Kristin Foster the revised permit. Received notification that the contractor has changed. New contractor is Eagle Commercial 08/21/2024 Kristin Foster Services. L&I EAGLECS882O6 06/03/2024 Emailed the permit for signature. Kristin Foster 05/17/2024 Revised plans approved. Kristin Foster 04/24/2024 Received revised plans for review. Kristin Foster 02/27/2024 KO verbally approved extension Kristin Foster 02/22/2024 Received an extension request. Kristin Foster 12/07/2023 KO approved 2nd 90-day extension. Kristin Foster 08/25/2023 Permit extension for issuance granted by KO for an additional 90 days. Kristin Foster Nancy Sears is no longer with Smartlink. Updated contact information for current project 08/24/2023 Kristin Foster manager - Sharon Gretch. Emailed Nancy for the status of the project but got kicked back that her mailbox is full. Left her 08/22/2023 Kristin Foster a voicemail. 03/15/2023 Contractor TBD Launa Black Uploaded Files Date File Name 10/30/2024 23023573-20241030_BLD5147_Extension request.pdf 09/19/2024 22459483-20240919_BLD5147_IssuedPermit.pdf 08/26/2024 22146892-20240604_BLD5147_IssuedPermit.pdf 05/10/2024 20635884-20240424_BLD5147_RevisedPlans.pdf 03/08/2023 14604236-20230131_5147_COMM_APP.pdf 03/08/2023 14604237-20230131_5147_CVL_PLAN-SET_v1.pdf 03/08/2023 14604238-20230131_5147_ELECTROMAGNETIC_ANALYSIS.pdf 03/08/2023 14604239-20230131_5147_INSP-TEST-AGREEMENT.pdf 03/08/2023 14604240-20230131_5147_LANDOWNER-APPR.pdf 03/08/2023 14604241-20230131_5147_MONO-FIR_PLAN-SET_v1.pdf 03/08/2023 14604242-20230131_5147_MOUNT_ANALYSIS.pdf 03/08/2023 14604243-20230131_5147_NOISE-REPORT.pdf 03/08/2023 14604244-20230131_5147_SEISMIC-CALCS.pdf 03/08/2023 14604234-20230131_5147_SOIL_SURVEY.pdf 03/08/2023 14604235-0230131_5147_GEOTECH_REPORT.pdf City of Arlington Community & Economic Development March 25, 2024 IRONMOUNT INC 5550 Hastings St, STE 2 Burnaby, BC Canada V5B 163 RE: Permit Expiration Project Name: New Cingular Wireless PCS, LLC by Smartlink Group Project Address: 17306 Smokey Point Dr, Arlington, WA 98223 Permit No.: PLN#963 and BLD#5147 Dear Ms. Eckert, This letter is to inform you that the permits for the New Cingular Wireless PCS, LLC Smartlink Group project are nearing expiration. The land use permit issued on October 11, 2022, is set to expire on October 11, 2024. Per Arlington Municipal Code 20.16.280 conditional use permits shall expire automatically if , within two years after the issuance of such permits: (1) The use authorized by such permits has not commenced, in circumstances where no substantial construction, erection, alteration, excavation, demolition or similar work is necessary before commencement of such use, or (2) Less than ten percent of the total cost of all construction, erection, alteration, excavation, demolition, or similar work on any development authorized by such permits has been completed on the site. A building permit submittal extension request was received on February 22, 2024. The city is willing to extend the permit submittal for the third time with a new expiration date of May 21, 2024. This will be the final time that the city will be able to extend the submittal. Building permit applications are deemed abandoned 180 days after the date of filing if they have not yet been issued. If the permit has been issued it shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by a permit is suspended or abandoned for 180 days after the time of work is commenced. One or more building permit extensions may be granted by the city for no more than 180 days. If the land use permit expires, all applications and issued permits will be void. Sincerely, Permit Technician 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 â€“ www.arlingtonwa.gov Community & Economic Development From: Robyn Eckert To: Kristin Foster Subject: RE: Permit #: BLD-5147 - Smokey Point North Date: Wednesday, September 18, 2024 12:53:53 PM Attachments: image001.png image003.png image004.png image006.png image009.png image010.png image011.png image012.png This message is from an External Sender This message came from outside the City of Arlington Hello Kristin, Sorry for the delayed response. Yes, Eagle Commercial Services, Inc. is the GC that will be handling the civil and tower stack work. Please add them to the permit and let me know if you need anything from us to do so. Warm regards, Robyn Eckert (She/Her) Real Estate Specialist III 971-294-6093 robyn.eckert@smartlinkgroup.com From: Kristin Foster <kfoster@arlingtonwa.gov> Sent: Monday, August 26, 2024 9:37 AM To: Robyn Eckert <robyn.eckert@smartlinkgroup.com> Subject: RE: Permit #: BLD-5147 - Smokey Point North WARNING:This message was sent from outside the company. Please exercise your best judgement when opening or responding. Good morning, We received notification from Jay PerryCook that Eagle Commercial Services has been awarded the work as the contractor for this permit. Can you please verify this so that I can update the permit accordingly. Thanks, Kristin Foster Permit Technician II Community and Economic Development 18204 59th Ave NE, Arlington, WA 98223 P. (360)403-3545 E. kfoster@arlingtonwa.gov From: Kristin Foster Sent: Wednesday, June 5, 2024 3:08 PM To: Robyn Eckert <robyn.eckert@smartlinkgroup.com> Subject: RE: Permit #: BLD-5147 - Smokey Point North Received, thank you. The approved documents can be picked up at our office anytime Monday through Friday 8 am to 5 pm. We do close for lunch daily noon to 1 pm. Let me know if you have any questions. Thanks, Kristin Foster Permit Technician II Community and Economic Development 18204 59th Ave NE, Arlington, WA 98223 P. (360)403-3545 E. kfoster@arlingtonwa.gov From: Robyn Eckert <robyn.eckert@smartlinkgroup.com> Sent: Wednesday, June 5, 2024 1:52 PM To: Kristin Foster <kfoster@arlingtonwa.gov> Subject: RE: Permit #: BLD-5147 - Smokey Point North This message is from an External Sender This message came from outside the City of Arlington Kristin, My apologies, I signed this and almost forgot to send it back. Please see attached. Warm regards, Robyn Eckert (She/Her) Real Estate Specialist III 971-294-6093 robyn.eckert@smartlinkgroup.com From: Kristin Foster <kfoster@arlingtonwa.gov> Sent: Tuesday, June 4, 2024 10:04 AM To: Robyn Eckert <robyn.eckert@smartlinkgroup.com> Subject: RE: Permit #: BLD-5147 - Smokey Point North WARNING:This message was sent from outside the company. Please exercise your best judgement when opening or responding. Good Morning, Attached is the permit for you to sign and return. Kristin Foster Permit Technician II Community and Economic Development 18204 59th Ave NE, Arlington, WA 98223 P. (360)403-3545 E. kfoster@arlingtonwa.gov From: Robyn Eckert <robyn.eckert@smartlinkgroup.com> Sent: Tuesday, June 4, 2024 9:07 AM To: Kristin Foster <kfoster@arlingtonwa.gov> Subject: RE: Permit #: BLD-5147 - Smokey Point North This message is from an External Sender This message came from outside the City of Arlington Kristin, I never received the link to sign the BP. Can you please resend? Or can you include it in this email? Warm regards, Robyn Eckert (She/Her) Real Estate Specialist III 971-294-6093 robyn.eckert@smartlinkgroup.com From: Kristin Foster <kfoster@arlingtonwa.gov> Sent: Monday, June 3, 2024 3:01 PM To: Robyn Eckert <robyn.eckert@smartlinkgroup.com> Subject: RE: Permit #: BLD-5147 - Smokey Point North WARNING:This message was sent from outside the company. Please exercise your best judgement when opening or responding. Hello, I just emailed you a link to sign the permit. Once you sign the permit, please return to me. After the signed permit is returned it is considered issued and the approved permit packet can be picked up at our office at the address in my signature. We are open Monday through Friday 8 am to 5 pm, closed daily noon to 1 pm. Let me know if you have any questions. Thanks, Kristin Foster Permit Technician II Community and Economic Development 18204 59th Ave NE, Arlington, WA 98223 P. (360)403-3545 E. kfoster@arlingtonwa.gov From: Robyn Eckert <robyn.eckert@smartlinkgroup.com> Sent: Monday, June 3, 2024 1:32 PM To: Kristin Foster <kfoster@arlingtonwa.gov> Subject: RE: Permit #: BLD-5147 - Smokey Point North This message is from an External Sender This message came from outside the City of Arlington Kristin, One last question on my end. I see that the BP is ready to be issued. Is a specific place I can go and download this? Warm regards, Robyn Eckert (She/Her) Real Estate Specialist III 971-294-6093 robyn.eckert@smartlinkgroup.com From: Kristin Foster <kfoster@arlingtonwa.gov> Sent: Friday, May 31, 2024 10:42 AM To: Robyn Eckert <robyn.eckert@smartlinkgroup.com> Subject: RE: Permit #: BLD-5147 - Smokey Point North WARNING:This message was sent from outside the company. Please exercise your best judgement when opening or responding. Hello, I sent you a link for the payment. You may pay online, however there is a 3% card surcharge fee, or mail a check to the address in my signature. Once the payment is made the permit submittal expiration will be extended to August 19, 2024. Let me know if you have any questions. Thanks, and have a great weekend. Kristin Foster Permit Technician II Community and Economic Development 18204 59th Ave NE, Arlington, WA 98223 P. (360)403-3545 E. kfoster@arlingtonwa.gov From: Robyn Eckert <robyn.eckert@smartlinkgroup.com> Sent: Friday, May 31, 2024 9:22 AM To: Kristin Foster <kfoster@arlingtonwa.gov> Subject: RE: Permit #: BLD-5147 - Smokey Point North This message is from an External Sender This message came from outside the City of Arlington Yes, please proceed. I was looking online but Iâ€™m unable to find a location to pay the fees. Can you please point me in the right direction? Warm regards, Robyn Eckert (She/Her) Real Estate Specialist III 971-294-6093 robyn.eckert@smartlinkgroup.com From: Kristin Foster <kfoster@arlingtonwa.gov> Sent: Monday, May 20, 2024 1:38 PM To: Robyn Eckert <robyn.eckert@smartlinkgroup.com> Subject: RE: Permit #: BLD-5147 - Smokey Point North WARNING:This message was sent from outside the company. Please exercise your best judgement when opening or responding. Good Afternoon, Thank you for your patience for me getting back to you. Per the Cityâ€™s adopted fee resolution, a new plan review fee is due when revised plans are submitted after the original plans have been reviewed and approved. For this permit the plan review fee is $1,246.86. There is also a $110.00 fee for the extension of the permit. Let me know if you would like to move forward. Additionally, the land use permit issued on October 11, 2022, is set to expire on October 11, 2024. Per Arlington Municipal Code 20.16.280 Conditional Use Permits shall expire automatically if , within two years after the issuance of such permits: (1) The use authorized by such permits has not commenced, in circumstances where no substantial construction, erection, alteration, excavation, demolition or similar work is necessary before commencement of such use, or (2) Less than ten percent of the total cost of all construction, erection, alteration, excavation, demolition, or similar work on any development authorized by such permits has been completed on the site. If the land use permit expires, all other permits including the building will become void and new submittals will be required. Kristin Foster Permit Technician II Community and Economic Development 18204 59th Ave NE, Arlington, WA 98223 P. (360)403-3545 E. kfoster@arlingtonwa.gov From: Robyn Eckert <robyn.eckert@smartlinkgroup.com> Sent: Wednesday, May 1, 2024 1:47 PM To: Kristin Foster <kfoster@arlingtonwa.gov> Subject: RE: Permit #: BLD-5147 - Smokey Point North This message is from an External Sender This message came from outside the City of Arlington Hello Kristin, Thank you for the update, has the building official had time to review? Warm regards, Robyn Eckert (She/Her) Real Estate Specialist III 971-294-6093 robyn.eckert@smartlinkgroup.com From: Kristin Foster <kfoster@arlingtonwa.gov> Sent: Friday, April 26, 2024 4:10 PM To: Robyn Eckert <robyn.eckert@smartlinkgroup.com> Subject: RE: Permit #: BLD-5147 - Smokey Point North WARNING:This message was sent from outside the company. Please exercise your best judgement when opening or responding. Hello, Let me check with our Building Official regarding a permit extension as well as the revisions provided. He is currently out of the office returning Monday. Iâ€™ll check with him then and get back to you. Have a great weekend. Kristin Foster Permit Technician II Community and Economic Development 18204 59th Ave NE, Arlington, WA 98223 P. (360)403-3545 E. kfoster@arlingtonwa.gov From: Robyn Eckert <robyn.eckert@smartlinkgroup.com> Sent: Wednesday, April 24, 2024 10:55 AM To: Shared-VM-CED <Teams-VM-CED@arlingtonwa.gov> Subject: Permit #: BLD-5147 - Smokey Point North This message is from an External Sender This message came from outside the City of Arlington Hello, Iâ€™m reaching out as I had a question regarding the Permit #: BLD-5147, I show that this was issued with an expiration date of 5/21/2024. I wanted to know if we can extend this permit, and what the process/fees may be associated for the extension. Additionally, we are swapping out some of the equipment that is going on the tower here. Nothing is changing other than the model types for a small portion of the equipment. Below is a list of the equipment that is changing showing what we previously applied with and what we are changing too. (please see attached FCDs for your records with these changes already reflected) Can you please confirm that these changes donâ€™t affect the current permit issuance? If so, are we able to slip sheet these changes, or do we have to reapply? Previous SOW: 6 â€“ Cellmax Antennas 3 â€“ Nokia RRH B12/14/29 3 â€“ Nokia RRH B25/B66 3 â€“ Nokia RRH B5 NEW SOW: 3 â€“ Cellmax Antennas 3 â€“ Ericsson RRH 4490 B5/B12A 3 â€“ Ericsson RRH 4478 B14 3 â€“ Ericsson RRH 4890 B25/B66 Warm regards, Robyn Eckert (She/Her) Real Estate Specialist III 971-294-6093 robyn.eckert@smartlinkgroup.com 10 Church Circle, Annapolis, MD 21401 www.smartlinkgroup.com