Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
[Page Too Large for OCR Processing] • • A/ C 2o1Z- co 2,y -Co • • • COMcheck Software Version 3.9.0 •ir.L‘r Mechanical Compliance Certificate • Oregon Energy Efficiency Specialty Code • 414 Section 1: Project Information 8 0 0si? Project Type: New Construction � I NGi a v '9/�D Project Title : Game Day Media / S / O N Construction Site: . Owner /Agent: Designer /Contractor: 16260 SW Upper Boones Ferry Rd Gohman Mechanical, Inc. Tigard, OR 97224z; -, • 14505 SE Hwy 212 Clackamas, OR 97015 • 503- 658 -1892• _ • Section' 2: General Information • Building Location (for weather data): • Tigard, Oregon Climate Zone: 4c . Section 3: Mechanical Systems List Quantity System Type & Description . 1 KGA036S -4DM (Single Zone) : Heating: 1 each - Central Furnace, Gas, Capacity = 65 kBtu /h, Efficiency = 80.00% Et • Cooling: 1 each - Rooftop Package Unit, Capacity = 36 kBtu /h, Efficiency = 13.00 SEER, Air - Cooled Condenser 2 KGA090S -4BH (Single Zone) : Heating: 1 each - Central Furnace, Gas, Capacity = 105 kBtu /h, Efficiency = 81.00% Et • Cooling: 1 each - Rooftop Package Unit, Capacity = 90 kBtu /h, Efficiency = 13.00 EER, Air - Cooled Condenser, Air Economizer • Section 4: Requirement Checklist V • In the following requirements, the relevant code section reference is shown inn ' +' denotes that more details exist in the specified code section. Checkboxes identify requirements that the applicant has not acknowledged as being met. Check marked requirements identify those the applicant acknowledges are met or excepted from compliance. 'Plans reference page /section' identifies where in the plans/specs the requirement can be verified as being satisfied. Requirements Specific To: KGA036S -4DM : 1. [503.2.3 +] Equipment meets minimum efficiency: Central Furnace (Gas): 80.00 % Et (or 78% AFUE) v i 2. [503.2.3 +] Equipment meets minimum efficiency: Rooftop Package Unit: 13.00 SEER ❑ 3. [503.2.6 +] Energy recovery ventilation systems. Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Exception(s): ❑ Where energy recovery systems are prohibited by the International Mechanical Code. • ❑ Systems serving spaces that are not cooled and are heated to less than 60 °F. ❑ Where more than 60 percent of the outdoor heating energy is provided from site - recovered or site solar energy. • ❑ Type 1 kitchen exhaust hoods. ❑ Cooling systems in climates with a 1- percent cooling design wet -bulb temperature less than 64 °F (18 °C). ❑ Systems requiring dehumidification that employ series -style energy recovery coils wrapped around the cooling coil when the - evaporative coil is located upstream of the exhaust air stream. ❑ Systems exhausting toxic, flammable, paint exhaust, corrosive fumes, or dust. ❑ Laboratory fume hood systems that include qualifying features. • • • Project Title: Game Day Media Report date: 05/15/12 • ' . Data filename: Untitled.cck Page 1 of 5 • • • • • Plans reference page /section: N/A • Requirements Specific To: KGA090S -4BH : • 1. [503.2.3 +] Equipment meets minimum efficiency: Central Furnace (Gas): 80.00 % Et (or 78% AFUE) • 2. [503.2.3 +] Equipment meets minimum efficiency: Rooftop Package Unit: 11.00 EER (11.2 IEER) 3. [503.2.6 +] Energy recovery ventilation systems. Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Exception(s): — — — — • Where energy recovery systems are prohibited by the International Mechanical Code. • O Systems serving spaces that are not cooled and are heated to less than 60 °F. - l7 Where more than 60 percent of the outdoor heating energy is provided from site - recovered or site solar energy. ❑ Type 1 kitchen exhaust hoods. ❑ Cooling systems in climates with a 1- percent cooling design wet -bulb temperature less than 64 °F (18 °C). O Systems requiring dehumidification that employ series -style energy recovery coils wrapped around the cooling coil when the evaporative coil is located upstream of the exhaust air stream. O Systems exhausting toxic, flammable, paint exhaust, corrosive fumes, or dust. ' ❑ Laboratory. fume hood systems that include qualifying features. Plans reference page /section: N/A • 4. [503.3.1 +] Supply air economizers shall be, provided on each cooling system and are capable of providing 100 - percent outdoor air, even if additional mechanical cooling is required to meet the cooling load of the building. Systems provide a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building. Plans `reference page /section: • Generic Requirements: Must be met by all systems to which the requirement is applicable: • 1. [503.2.1 +] Calculation of.heating and cooling loads. Design loads are determined in accordance with the procedures described in the ASHRAE /ACCA Standard 183. Alternatively, design loads have been determined by an approved equivalent computation procedure. ❑ 2. [503.2.1.1 +] Packaged Electric Equipment. Specified packaged electrical equipment has a heat pump as the primary heating source. Exception(s): • Unstaffed equipment shelters or cabinets used solely for personal wireless service facilities. ❑ Requirement is not applicable. • Plans reference page /section: N/A • 3. [503.3.1] Cooling equipment economizers: The total capacity of all units without economizers shall not exceed 240 kBtu /hr per building area served by one utility meter or service, or 10 percent - of its total installed cooling capacity, whichever is greater: For this project the total capacity of all cooling equipment without economizers must be less than 240'kBtu /h. This project lists 36 kBtu /h capacity without • economizers. That portion of the equipment serving dwelling units and guest rooms is not included in determining the total capacity of units without economizers: Plans reference page /section: N/A • • t i 4. [503.2.2 +] Equipment and system sizing. Heating and cooling equipment and systems capacity do not exceed the loads calculated in accordance with Section 503.2.1. Plans reference page /section: • 5. [503.2.3 +] HVAC Equipment Performance Requirements. Reported efficiencies have been tested and rated in accordance with the applicable test procedure. The efficiency has been verified through certification under an approved certification program or, if no certification program exists, the equipment efficiency ratings are supported by data furnished by the manufacturer. • 6. [503.2.4.1 +] Thermostatic Controls. The supply of heating and cooling energy to each zone is controlled by individual thermostatic • controls that respond to temperature within the zone. Plans reference page /section: 7. [503.2.4.1.1] Heat pump supplementary heat. Heat pumps having supplementary electric resistance heat have controls that, except during defrost, prevent supplementary heat operation when the heat pump can meet the heating load. Plans reference page /section: N/A • 8. [503.2.4.2] Set point overlap restriction. Where used to control both heating and cooling, zone thermostatic controls provide a temperature range or deadband of at least 5 °F (2.8 °C) within which the supply of heating and cooling energy to the zone is capable of being shut off or reduced to a minimum. Project Title: Game Day Media Report date: 05/15/12 Data filename: Untitled.cck Page 2 of 5 • • Plans reference page /section: • • ✓ 9. [503.2.4.3] Optimum Start Controls. Each HVAC system has controls that vary the start-up time of the system to just meet the temperature set point at time of occupancy. Plans reference page /section: • 10. [503.2.4.4 +] Off -hour controls. Each zone is provided with thermostatic setback controls that are controlled by either an automatic time clock or programmable control system. Plans reference page /section: ✓ 11. [503.2.4.5 +] Shutoff damper controls. Both outdoor air supply and exhaust are equipped with not less than Class I motorized dampers. Plans reference page /section: • 12. [503.2.4.6 +] Freeze Protection and Snow melt system controls. Freeze protection systems, such as heat tracing of outdoor piping and heat exchangers, including self - regulating heat tracing, include automatic controls capable of shutting off the systems when outdoor air temperatures meet code criteria. Plans reference page /section: • 13. [503.2.4.8] Separate air distribution systems. Zones with special process temperature requirements and /or humidity requirements are • served by separate air distribution systems from those serving zones requiring only comfort conditions; or shall include supplementary control provisions so that the primary systems may be specifically controlled for comfort purposes only. Exception(s): • 0 [503.2.4.8 +] Zones requiring only comfort heating or comfort cooling that are served by a system primarily used for process temperature and humidity control. Plans reference page /section: N/A • • 14. [503.2.4.9] Humidity control. If a system is equipped with a means to add or remove moisture to maintain specific humidity levels in a zone or zones, a humidity control device is provided. Plans reference page /section: • • 15. [503.2.4.9.1] Humidity control. Where a humidity control device exists it is set to prevent the use of fossil fuel or electricity to produce relative humidity in excess of 30 percent. Where a humidity control device is used for dehumidification, it is set to prevent the use of fossil fuel or electricity to reduce relative humidity below 60 percent. Exception(s): O Hospitals, process needs, archives, museums, critical equipment, and other non - comfort situations with specific humidity requirements outside this range. Plans reference page /section: N/A • • 16. [503.2.4.9.2] Humidity control. Where a humidity control device exists it is set to maintain a deadband of at least 10% relative humidity where no active humidification or dehumidification takes place. Exception(s): Heating for dehumidification is provided with heat recovery or heat pumping and the mechanical cooling system efficiency is 10 percent higher than required in. section 503.2.3, HVAC equipment performance requirements. Plans reference page /section: N/A • • 17. [503.2.5] Ventilation. Ventilation, either natural or mechanical, is provided in accordance with Chapter 4 of the International Mechanical Code. Where mechanical ventilation is provided, the system has the capability to reduce the outdoor air supply to the minimum required by Chapter 4 of the International Mechanical Code. • Plans reference page /section: D 18. [503.2.5.1 +] Demand controlled ventilation (DCV). DCV is required for spaces larger than 500 ft2 for simple systems and spaces larger than 150 ft2 for multiple zone systems. Exception(s): p Systems with energy recovery complying with Section 503.2.6 • Spaces less than 750 ft2 (69.7 m2) where an occupancy sensor turns the fan off, closes the ventilation damper, or closes the zone damper when the space is unoccupied. Plans reference page /section: N/A 19. [503.2.5.2 +] Kitchen hoods. Kitchen makeup is provided as required by the Oregon Mechanical Specialty Code. Exception(s): O Where hoods are used to exhaust ventilation air that would otherwise be exhausted by other fan systems. • ❑ Kitchen exhaust systems that include exhaust air energy recovery complying with section 503.2.6. Project Title: Game Day Media Report date: 05/15/12 Data filename: Untitled.cck • Page 3 of 5 • Plans reference page /section: N/A • 20. [503.2.5.3 +] Enclosed parking garage ventilation controls. In Group S -2, enclosed parking garages used for storing or handling automobiles employs automatic carbon monoxide sensing devices. • Plans reference page /section: N/A • 21. [503.2.7 +] Duct and plenum insulation and sealing. All supply and retum air ducts and plenums are insulated with the specified • insulation. When located within a building envelope assembly, the duct or plenum is separated from the building exterior or .- — unconditioned or- exempt spaces by- a.minimum.of.R -8. insulation. -All- ducts,- air - handlers. and - filter - boxes- are•sealed.- Joints and seams comply with Section 603.9 of the International Mechanical Code. • 22. [503.2.7.1.1 +] Low - pressure duct systems. All longitudinal and transverse joints, seams and connections of low- pressure supply and return ducts are securely fastened and sealed with welds, gaskets, mastics (adhesives), mastic -plus- embedded -fabric systems or tapes installed in accordance with the manufacturer's installation instructions. Plans reference page /section: O 23. [503.2.7.1.2 +] Medium - pressure duct systems. All ducts and plenums designed to operate medium- pressure are insulated and sealed . in accordance with Section 503.2.7. Pressure classifications specific to the duct system are clearly indicated on the construction documents. • Plans reference•page /section: N/A • 24. [503.2.7.1.3 +] High - pressure duct systems. Ducts designed to operate at high - pressure are insulated and sealed in accordance with Section 503.2.7. In addition,•ducts and plenums are leak- tested in accordance with the SMACNA HVAC Air Duct Leakage Test Manual. Plans reference page /section: N/A • 25. [503.2.9.1 +] Air system balancing. Each supply air outlet and zone terminal device is equipped with means for air balancing in accordance with the requirements of IMC 603.17. Discharge dampers intended to modulate airflow are prohibited on constant volume fans and variable volume fans with motors 10 horsepower. Plans reference page /section: ✓ 26. [503.2.9.3 +] Manuals. The construction documents require that an operating and maintenance manual be provided to the building owner by the mechanical contractor. See long description for specifications. Plans reference page /section: • 27. [503.2.10 +] Air System Design and Control. Each HVAC system having a total fan system motor nameplate hp exceeding 5 hp meets the provisions of Sections 503.2.10.1 through 503.2.10.2. Plans reference page /section: N/A 28. [503.2.10.1 +] Allowable fan floor horsepower. Each HVAC system at fan system design conditions does not exceed the allowable fan system motor nameplate hp (Option 1) or fan system bhp (Option 2) as shown and calulated in requirement details. • Plans reference page /section: • • 29. [503.2:10.2 +]Motor nameplate horsepower. For each fan, the selected fan motor is no larger than the first available motor size greater than the:brake horsepower (bhp). . • Plans reference, page /section: • • • 0 30. [503.2.10.3.1] Large Volume Fan Systems. Farf systems over 8,000 (7 m3 /s) cfm without direct expansion cooling coils that serve single zones reduce airflow based on space thermostat heating and cooling demand. A two -speed motor or variable frequency drive reduces airflow to a maximum 60 percent of peak airflow or minimum ventilation air requirement as required by Chapter 4 of the International Mechanical Code, whichever is greater. Exception(s): Systems where the function of the supply air is for purposes other than temperature control, such as maintaining specific humidity levels or supplying an exhaust system. Plans reference page /section: N/A • 31.. [503.2.10.3.2 +] All air - conditioning equipment and air - handling units with direct expansion cooling and a cooling capacity at ARI conditions greater than or equal to 110,000 Btu /h that serve single zones have their supply fan operation controlled according to code specific requirements. Exception(s): Systems where the function of the supply air is for purposes other than temperature control, such as maintaining specific humidity levels or supplying an exhaust system. • Plans reference page /section: N/A • O 32. [503.2.10.4] Series fan - powered terminal unit fan motors. Fan motors for series fan - powered terminal units are electronically- commutated motors and have a minimum motor efficiency of 70 percent when rated in accordance with NEMA Standard • MG 1 -2006 at full load rating conditions. Project Title: Game Day Media Report date: 05/15/12 • Data filename: Untitled.cck Page 4 of 5 Plans reference page /section: N/A • • • ❑ 33. [503.2.12] Hot Gas Bypass Limitation. For cooling systems <= 240 kBtu /h, maximum hot gas bypass capacity•is no more than 50% _ total cooling capacity. Plans reference page /section: N/A • .Section 5: Compliance Statement H .. - Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations :submitted with this permit application. The proposed mechanical systems have been designed to meet the Oregon Energy Efficiency Specialty Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the • Requirements Checklist. . • Name - Title Signature Date Section 6: Post Construction Compliance Statement 0 HVAC record drawings of the actual installation, system capacities, calibration information, and performance data for each equipment provided t� the owner. HVAC O &M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. Written HVAC balancing and operations report provided to the owner. • • The above post construction requirements have been completed. • • • Principal Mechanical Designer -Name Signature• Date • • Project Title: Game Day Media Report date: 05/15/12 Data filename: Untitled.cck Page 5 of 5 00' ? • • Ny 5 201? 2 • DUI ��G4p STRUCTURAL CALCULATIO 'I iViS FOR GAME DAY MEDIA 16260 SW UPPER BOONES FERRY RD TIGARD, OREGON -- ROOF MECHANICAL UNITS -- 1 3ta PRO", s . 12,187. • • 31) OREG N ✓O 1 5 • • tiN E . NO0 EXPIRES: 12131 / 12 • Contents Summary S I Details A - D DI - D4 Gravity Calculations GI - G3 Contact Person: John E Nordling, PE Lateral Calculations LI - L2 • NORDLING Proj. No.: 12 -138 • GAME DAY MEDIA H. STRUCTURAL ROOF MECHANICAL UNIT VII ENGINEERS, LLC PAC TRUST • 5775 SW I I Ith. Suite 200 • Beaverton OR. 97008 Date: MAY 2012 By: JEN Sheet No.: COVER - � I SUMMARY ROOF TOP MECHANICAL UNIT SEISMIC REVIEW 2010 Oregon Structural Specialty Code Seismic Occupancy Catagory II Site Class - D 5eisimic Design Catagory - D 5s = 0.918 Si = 0.336 Sos = 0.692 Sol = 0.381 1 There are three new root mounted mechanical unit: RTU -1: weight 150Ibs RTU -2: weight 1,050lbs length 83' RTU -3: length 98' • width 41' width 4T height 36' height 43' - i - - - NORDLING Proj. No.: 12 -138 GAME DAY MEDIA € A Y.-- . -: 1' STRUCTURAL ROOF MECHANICAL UNIT sa ,:: =,: < <` ENGINEERS, LLC PAC TRUST 577 5S W111 th. Suite 200•ficnvcr:on OR. 9i00B Date: MAY 2012 By: JEN Sheet No.: SI o © o 0 ® 1 II (E) GL 6i /ax78 I (EIGL 6 1 - I I I I (E)GL 6 - � I I - ...... I ... - 1 - - j------�------ ±----- -'... ..I 1 I =-- i --- i - - - i -- i - - - _ - - -- i _ . - (EJ GL "4x33 111 I` I (E) GL 6 _ } (EJ GL 6 © I --e,-- � – (E) GL 6 %x16, I I I I 1 - a - �- .. - - -- - - 0— ,._ Fj _ . ... __ .. _ ___ .._ _ / • - 0 :. (E) GL 6 II I . � — - / (E)GL 6 1 I 1 (E) GL 6 4x16 , ( E 1 61 V7 I ■ . .I.......__ I I I \, I ...... .........I .. _._..... I I ' s I Q RTU -I: MAXIMUM WEIGHT • CURB : 150 Ibs t © RTU -2: MAXIMUM WEIGHT + CURB : 1,050 Ibs © RTU -2: MAXIMUM WEIGHT + CURB = 1,050 lbs \ � �� D PROFF , / 12.187 1 0 EGIIN • --� A PARTIAL FRAMING PLAN -0 ('s.O RO,AN\`' N I I EXPIRES: 12 / 31 / 12 I NORDLING Proj. No.: 12 -138 - STRUCTURAL ROOF MECHANICAL UNIT _ ENGINEERS, LLC PAC TRUST : 6775 SW I I1th. Suia: 200 • I1eaver:on OR. 0700S Date: MAY 2012 By: JEN Sheet No.: DI i _... - • I---=:: ----------=- : --- - -- -- -=_: -- 1 Ii (E) 4x PURLIN. i 0 i ; ..—(E) 4x PURLIN 1 I I T I i © I I II a Ei •• —__�_ --- - _ -- - -- __ ___- __ -__ -__ —� ! ' 1 �(E) GL 63/4 11 T1 1 i 1 I I j j - -:- —I --- -:--::_: _-------------- .:..: - -_::J H ::: Q ALIGN MECHANICAL UNIT DIRECTLY OVER (E) GL 6 BEAM. © ALIGN MECHANICAL UNIT DIRECTLY OVER (E) 4x PURLIN. 4x6 DIRECTLY UNDER EDGE OF MECHANICAL UNIT W/ SIMPSON © 'U46' EACH END. O SUPPORT EDGE OF ROOF SHEATHING W/ 2x6. PROvIDE SIMPSON op PROF 'LUS26' EACH END. HANG (E) 2x SUB- PURLIN W/ SIMPSON 'LU524' '`�t� f I U � N Q \ � t 12.187 - .7 /. I 0 ENLARGED FRAMING INC PLAN ✓ o'94, tS NOR ° \ \\4C" I EXPIRES: 12/ 31 / 12 I NORDLING Proj. No.: 12 -138 = GAME DAY MEDIA STRUCTURAL ROOF MECHANICAL UNIT ' tP ' ENGINEERS, LLC PAC TRUST 5775 SW 111th. Suite 200 • Beaverton OR. 117008 Date: MAY 2012 By: JEN Sheet No.: D2 ` • • • rl 11 ii i! (E) 4x PURLIN --...: 0 i ;.—(E) 4x PURL IN rr — i 3 i i ! © 1 © 'i i i o • . , _ / -- -71 - -- 1E) -G -3/4 - - - - - -- -A ----- - - - - -- 1-� I il !i II _:: :: -:: -: - ---- :--- - : : = :_ - -H h Li L_! D ALIGN MECHANICAL UNIT DIRECTLY OVER (E) GL 6 BEAM. © ALIGN MECHANICAL UNIT DIRECTLY OVER (E) 4x PURL IN. © 4x6 DIRECTLY UNDER EDGE OF MECHANICAL UNIT W/ SIMPSON '1J46' EACH END. 0 SUPPORT EDGE OF ROOF SHEATHING W/ 2x6. PROVIDE SIMPSON �p PROF LUS26' EACH END. HANG (E) 2x SUB -PURL IN W/ SIMPSON 'LUS24' �t� 4 ' 444, ONG1 /O 12,187 ' :[ ! ,„, 0 ENLARGED FRAMING PLAN tiN E. NORo , \ I EXPIRES: 12131 / 12 I .. _.. _ — NORDLING. Proj. No.: 12 -138 GAME DAY MEDIA STRUCTURAL ROOF MECHANICAL UNIT _::�_� � C ENGINEERS, LLC PAC TRUST 6775 SW 11Ith. Suite 200 • Beaverton OR. 97008 Date: MAY 2012 By: JEN Sheet No.: D3 (4) STEEL BRACKETS W/ (4) 90 x lip' • TEK SCREWS TO CURB d (4) "10 x 1/2' ( —MECNANICAL UNIT TEK SCREWS TO UNIT BASE RAIL :, UNIT BASE RAIL 4) •10 SCREWS (4) I0 SCREWS STEEL BRACKET L _ J •12 WOOD SCREWS GI?' 'o /c CURB ---,, FLASHING 4 ROOFING BY OTHERS - LEVELING CURB (AS REQ'D) . 07 I.X i — '-(N) 4x6 WI SIMPSON °U46' EACH END L__ -(E) GL 63% • c• to PROfF 1 .187 . ® OREGON DETAIL 1e, N4 y � B. NORO� Y I EXPIRES: 12 / 31 / 12 I • NORDLING Proj. No.: 12138 _ 't GAME DAY MEDIA $.;� z:. STRUCTURAL ROOF MECHANICAL UNIT t'' _ ENGINEERS, LLC PAC TRUST • 6775 SW 111th. Suite 200 • Bcnvenon OR. 97006 Date: MAY 2012 By: JEN Sheet No.: D4 . | | | / | | | | | - -- | -- '--�--------� - |-------�--' - ' � �----�-----' ��-----''--�------- | | | | | | | | | � ' +a'--------��-'---------------------- �� - ----�---'-�—� - -�-- ----�--' '|' - ---|--------|---'- -|-----''--|-- � - • | | | | | | | | | ! -|- - '---|-- ' -----|--' - | --''--|--''---- | - --|--- • ' ' ' ' ' ' ' ' - -- ; � - ��- ----�--''--' '�--� |- -----�--' -- |- '-----�--- • - _�-- -_---�--' -_---�---- - � _ -_�--' -_---�----_ _� --�-- _- � __ . . . . . . . . . . - ' 1 -� '--' --�---- - �� ----�-------�-- -----|------� ' • � .-------.-- - -| -----|-------�-- -----'--'---- | ' + | | � -__-_--_-----� �-_-_- �� | -/ - | --- — - -- -�--------�--------|-------|--' ��� -�- - ' |- -- --�----- -��- -----�-----� � | L— | | � _ '-- _.-- '—_---.��------.--------.--- . `--''-_---.---__---.-- __---._-'---- ` -|_''_-.�-| - _- _|_ ----_|---__---�---_---�-' - �_------|---_- -| --- � . . . . . . . . . / - ---''—|-- --I---- ------�-- '--- -|- � - -�-- '--�-- ---�- -- --�---''--' � -_L—_------���� ' ��� -_--------''-- -- � —' —_-----_ _ _ -- — | _ — ----''. . . . `�' . . . . . | ••• -'--' 1 -'------------� -- ' -|� ' -----''-- 1 -----� � ' ' ' • � ---- --�" � / � -- ~� . ------ . ---- . ' --' - - ---- . ---' T --- - ��N� |--''-----�-------� - - �--' -----�-- - �� - '' - | '-----�--- --- | | | | | | ���� | | | . � --- NORDLING Proj. 12-138 ^.�°��"°���^,~, G��BD�Y���� �'�l�l���7[lR��X. `����^^~~� ~^�~^��� BOO���CCBANOC&LDNlT C ����������� ���� � �C�0ST =^,���^`���=�� LLC s/5sv/'u^. Suite mo•n""ve""" OR. o70v Date: MAY 2012 Bv:}EN Sheet No.: GI • A (N) 4x6 $ (E) 4x16 PURL IN o (E) 4x16 PURL IN PSF PSF P5F P5F. P5F PSF DL LL TW DL LL TW DL LL TW 6 25 3' - 6 25 8' -0' o/c 6 25 8' -0' o/c ROOFING 2.0 psi' SELF WT 13.5 plr 4 e' SHEATHING I.8 per UJ = 1,050 lbs / (2 • 98') I UL 4 m T pa F 115C 0B per • 64 plF 6.0 per P = 1,050 lbs / 4 P _ 150 lbs / 4 = 300 lbs = 200 lbs • . PM I PM UJ UJ W 111111 111111 ' . 111111 ■11111 • . •I11111 111111 A A I. d ' M A b,,, A • � 1' -6' - 24' -0° } 24' - • • 4x6 DF-L No.2 4x16 DF L #1 (NDS 86) 4x16 DF L #1 (NDS 86) 121 R2 RI R2 R1 R2 I R oL 325 325 R DL 986 770 RDL 900 756 . f LL 281 281 • LL 2,400 2,400 LL 2,400 2,400 n 606 606 it 3,386 3,170 it , 3,300 3,156 ' brg L 0.28" 0.28" brg L 2.51" 2.35" brg L 2.45" .2.34" . V MAX 606 lbs V MAX 3,386 lbs V MAX 3,300 lbs :.M MAX • 1,136 ft -lbs M MAX 19,269 ft-lbs M MAX. 19,102 ft-lbs . I V (d) 532 lbs I I V (d) . • 3,055 lbs. I 1 V • (d) " 2,969 lbs I fv 41 . < 207 psi fv 86 < 207 psi . fv 83 < 207 psi • lb 773 < 1,346 psi . lb. 1,704 < 1,725 psi . 11) . 1,690 < 1,725 psi Si V 51 Si t • A DL -0.08 A DL -0.29 A DL -0.28 A LL -0.07 • A LL -0.85 A Li -0.85 L/ +999 L/339 L/339 ok ok ok A it -0.15 A n. -1.14 A n -1.13 I CR 1.00 CL 1.00 CR 1.00 I CL 1.00 CR 1.00 CL 1.00 Co 1.15 Cl 1.30 Co 1.15 • I Cf 1.00 CD 1.15 Cf 1.00 • . — NORDLING Proj. No.: 12 -138 `\! GAME DAY MEDIA 44. STRUCTURAL ROOF MECHANICAL UNIT . , : ‘ 4 ' :.2. ENGINEERS, LLC PAC TRUST fi775 SW 111;h. Suite 200 • Beaverton OR. 97008 Date: MAY 2012 By: JEN Sheet No.: G2 . • 1 • . D (E) GL 6 4x161/2 0 • (E) GL 6 . P5F P5F P5F P5F P5F P5F DL LL TW DL LL TW DL LL TW 8 25 24' -1° 8 25 24' -1' 8 25 24' -1' PDL 1,650 Ibs BEAM D PDL 1,650 Ibs BEAM D LL 2,400 Ibs LL 2,400 is P c 1,050 lbs - . P P• P . . - lli - - LU • i U.) ' • 11111 ∎ ®IlIll 11111 ' 111111 :1;ii;11. .1 A , A - A ■ a A '41 i • 24' -0' 1 13'-6'1 1. , 50' -0' '13' -6'1. • 50' -0' 1 • • . GL6' %x16.5 DF24F GL6 %x33 DF24F GL6 %x33 DF24F R1 R2 R1 R2 R3 R1 R2 R3 R DL 1,589 1,632 R DL 0 6,810 2,264 R DL 0 6 2,264 LL 2,400 2,400 LL 0 11,113 3,988 LL 0 6,113 -1,013 n, 3,989 4,032 ' it 0 17,922 6,252. •n, 0 12,922 1,252 brg L 0.91" 0.92" brgL 0.0" 4.08" 1.42" brg L 2.95" 0.29" V MAX 4,032 lbs V MAX • 9,594 lbs V MAX 8,328 lbs . M MAX 27;158 fl-lbs M MAX 83,553 • ft -lbs M MAX 83,553 ft -lbs . I . V . (d) 3,633 lbs . I I V .(d) • 8,722 lbs I . I V • •(d) 7,457 lbs I • ry 49' < 276 psi • • f' 59 < ' 276 psi . N. 50. < 276 psi • fb • 1;064 < 2,760 psi • • fb 818 • < 2;760 psi tb . 818 < . 2,760 psi • Si . • Si S2 Si S2 . A DL - 0.26 . A oL - 0.05 - 0.21 A DL - 0.05 - 0.21 A LL' - 0.33 ALL 0.02 - 0.40 A LL - 0.67 0.39 L/877 L/+999 L/ +999 L/240 L / +999 • ok ok ok ok ok A it -0.59 A n. -0.05 -0.62 A n. -0.72 0.22 CR 1.00 CL 1.00 CR 1.00 CL 1.00 CR 1.00 CL 1.00 Co 1.15 Cv 0.88 Co 1.15 Cv 0.76 CD 1.15 Cv 0.76 . • NORDLING Proj. No.: 12 -138 a r } ` GAME DAY MEDIA - 4: STRUCTURAL ROOF MECHANICAL UNIT . :511 r j P AC TRUST • ENGINEERS, LLC F. 6775 SW 111th. Suite 200 • licuv'erton OR. 97008 Date: MAY 2012 By: JEN Sheet No.: G3 ! • 1 • • • • • . 1161: ' _ t a ethqu 6k el-fatal r 2005 ASCE 7 Standard • • Location 45 24' 8.79" N Ss and SI = Mapped Spectral Acceleration Values 122° 45 7.47" W 16260 SW Upper Boones Ferry Rd, Tigard. OR ' • Ground Motion - Ss 0.933 Si 0.336 • Occupancy Category 11 Site Coefficients Fa 1.13 Site Class D Fy 1.73 Importance Factor 1.00 • Height of Structure 20.0 ft Sms F.* Ss 1.051 Stir F. * Si 0.581 Design Category (SDC) SOS (2/3) Sms 0.701 SDI (2/3) SM1 0.387 Air Side HVAC Eq = 0.278W + 0.2 SDS W ap 2.50 RP 6.00 W : Weight of Unit 0.4. a S os • 1 , Fp = (1+ 2.).W R h • z= 20.0 ft A SD Pp = 0.35 Wp -> * 0.7 0.245 z= 24.0 ft FP = 0.40 Wp -> * 0.7 0.278 F iIN = 0.3 SDS IP W 0.210 Wp -›* 0.7 0.147 • FP NIAX 1.6 SDS IP W • = 1.12 WP -> * 0.7 0.785 • • '' ------- NORDLING Proj. No 12-138 I • STRUCTURAL GAME DAY MEDIA ROOF MECHANICAL UNTT ENGINEERS LLC PAC TRUST A775 SW 111th. Suite 200 Bedvertnn OR. 97008 Date: MAY 2012 By: JEN Sheet No.: LI ! • • i • V 141 lbs - - -.. ,- -- W:-1,050 -Ibs S's. RTU -2 d RTU -3 -- Height 43" Weight 1,050 lbs Length 98" Q Width 47" , Curb 14" . - . ' - 1 ,' , VEQ = 0.278 * 1,050 Ibs + 0.2 * 0.701 * 1,050 Ibs E p = 292 lbs + 147 lbs _ * T- 292lbs (14 " +43"/2)/ 47" . + 29E2 1471bs/2 Ibs - 0.6 * 1,050 lbs / 2 • _ -108 lbs [ 0Net Uplift ] C: 108 Ib • V= 292 lbs • . RTU -1 V 105 lbs Height 36" Weight 750 lbs - Length 83" y $�,. Width 47" W: 150 lbs Curb 14" VCQ = 0.278 * 750 lbs + 0.2 * 0.701 * 750 lbs = 209 lbs + 105 lbs d T = 209 lbs * (14" + 36 "/2) / 47" \ .+ 105165 / 2 - - 0.6 * 7501bs / 2 _ -93 lbs [ 0 Net Uplift ] 209 lbs p V= 209 lbs C: 93 lbs (4) STEEL BRACKETS W/ (4) '10 x 1/2' TEK SCREWS TO ROOF CURB 4 (4) '10 x 1/2' TEK SCREWS TO UNIT BASE RAIL _ '' - ok - '12 612' o/c SCREWS FROM CURB TO FRAMING BELOW. - I . • • NO Pro;. No.: 12 -138 • ''17: GAME DAY MEDIA t , * STRUCTURAL ROOF MECHANICAL UNIT 41,, k .:::.0 ' ENGINEERS, LLC PAC TRUST . r 6775 SW 11 Rh. Suize 200 • Beaverton OR. 97001 Date: MAY 2012 By: JEN Sheet No.: L2 . !