3-Gaffney_Design_Analysis_partial_set.pdf
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- Solicitation number
- AU-2026-0001034
- Issued by
- Alabama
About this file
This is a 95% Design Analysis document prepared by the U.S. Army Corps of Engineers, Baltimore District, for the Gaffney Fitness Center (Building 6330) located at Fort Meade, Maryland. The project encompasses a comprehensive structural assessment and design analysis of the facility's sundeck, prepared by Feliks Plotnikov in July 2019 and updated in August 2026. The analysis evaluates the existing structural capacity of primary beams (W8x10 and W12x36), secondary support members (C3 channels), columns, and foundations supporting the sundeck. The document includes detailed load calculations incorporating dead loads, live loads per ASCE7-16 standards, and mechanical loads from existing ductwork and piping systems. The analysis determines that existing W8 beams are adequate without deterioration or additional mechanical loads, while existing W12 beams are overstressed and require replacement due to excessive deflection and section losses. The recommended solution specifies replacement with W12x45 beams and reduction of W8 beam spacing from 4 feet to 2 feet, with total design loads calculated at 125 psf including mechanical equipment loads.
The structural assessment reveals significant deterioration of existing steel members, particularly bottom flanges of W12 beams, necessitating new primary beam design specifications. Existing columns (tubular steel 4x4x1/4) and foundations are determined adequate under the proposed design loads, with soil bearing pressure at 1,522.28 psf against an allowable minimum of 1,800 psf. The design incorporates deflection limits per ASCE7-16 and AISC standards, with span deflection limits of L/360 and cantilever deflection limits of L/150. The document supports Auburn University's request for a service provider capable of conducting assessment and repair design of the sundeck structure at Fort Meade, Maryland, providing the technical foundation and existing conditions analysis necessary for bid development and construction planning.
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Other files
| File | Type | Posted |
|---|---|---|
| 1-Gaffney_Fort_Meade_Structural_RFP_8-12-26.pdf | ||
| 2-Gaffney_drawings_partial_set.pdf | ||
| 1430264-event.pdf |
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Text version
Design Analysis – 95% Design
Project Number: 91110
Prepared by:
Fort Meade Repair Gaffney Fitness Center, Building 6330
Fort Meade, Maryland
January 2021
U.S. Army Corps of Engineers, Baltimore District 2 Hopkins Plaza Baltimore, Maryland 21201
U.S. Army Corps of Engineers, Philadelphia District 100 Penn Square East Philadelphia, Pennsylvania 19107
PARTIAL SET
AUGUST 2026
SUNDECK EVALUATION
FORT MEADE
BUILDING 6330
SUNDECK EVALUATION
ANALYSIS BY: Feliks Plotnikov July 2019
CHECKED BY:
Sheet 1 of 11
CHECKING EXISTING SUNDECK CAPACITY
PARTIAL EXISTING SUNDECK PLAN
Check capacity of the existing W8x10 and W12x36. Do not use (initially) load from pipes and ducts under deck.
Per ASCE7-16, Table 4.3-1, p.14, live load on sun deck LLsd 100psf "sd" means sun deck
Dead load on sun deck per Table C3.1-1a on p.426 from 2" thick timber deck DLsd 5psf
CHECKING W8x10 BEAM
W8 beam length LW8 14.1ft W8 beam spacing SpaW8 4ft
Combined dead and live load on W8 beam wW8 LLsd DLsd SpaW8 420 plf
Bending moment MW8 wW8
LW8
10.44 kip ft
Design date is 1971. Assume W-beam steel Fy 36ksi This is confirmed by notes on existing sheet 22.
Beams are fully braced with timber deck
SUNDECK EVALUATION
ANALYSIS BY: Feliks Plotnikov July 2019
CHECKED BY:
Sheet 2 of 11
Required beam section modulus SW8.required
MW8
0.6 Fy
5.8 in
3 W8x10 section modulus SW8x10 7.8in
Beam has safety factor redundancy SFW8
SW8x10
SW8.required 1.35
Check deflection Est 29000ksi IW8 30.8in
Allowable Δallow
LW8
0.47 in Actual deflection Δ wW8 LW8
Est IW8
0.42 in Deflection is OK
Conclusion: W8 beams without section losses and without pipes and duct load are adequate.
Field inspection reviled that additional channels, C3, have been installed between W8 beams. The purpose of C3 is to support timber planks for reduction of their deflection.
Distributed load on long C3 wC3 LLsd DLsd SpaW8
210 plf
Check C3 for maximum moment either in long C3 with distributed load or in short C3 with concentrated load.
Top of long C3 is fully braced by deck
MC3.distr wC3
LW8
1.3 kip ft
Exact size of C3 is not known, but the smallest C3x3.5 has section modulus SC3 1.04in
Bending stress in C3 σb.C3
MC3.distr
SC3
15.05 ksi Less than 0.6 36 ksi 21.6 ksi
Concentrated load on short C3
PC3 LLsd DLsd
LW8
SpaW8
1.48 kip Top flange of short C3 is not braced.
SUNDECK EVALUATION
ANALYSIS BY: Feliks Plotnikov July 2019
CHECKED BY:
Sheet 3 of 11
Modeling in RISA shows that C3 is adequate.
Both C3, short and long, are O.K. if do not have section loses and do not support pipes and ducts under deck
CHECKING W12x36 BEAM
The worst load combination for span moment is when LL exists in span only
W12 beam will be loaded with 6 concentrated forces (DL+LL) from W8 beams in span and only DL concentrated forces on cantilever portion of the beam
Length of W12 beam span LW12 23.66ft Left support is located inside of existing wall
Concentrated load from W8x10 self weight is W8self 10plf LW8 0.14 kip
SUNDECK EVALUATION
ANALYSIS BY: Feliks Plotnikov July 2019
CHECKED BY:
Sheet 4 of 11
Each concentrated (DL+LL) from typical W8 on typical W12, including W8x10 self weight, equals
PW8 wW8 LW8 W8self 6.06 kip
One W8 beam near a wall left support per sketch above) has narrower load area (by 1ft) and creates a reduced force.
PW8.near.wall PW8
SpaW8 1ft
SpaW8 W8self 4.69 kip
This force located 1.5' from beam support. The support is inside the wall and is not visible
Cantilever portion of W12 is loaded by W8 and C12.
DL from W8 is PW8.DL DLsd SpaW8 LW8 W8self 0.42 kip
Assume handrail weight installed on C12 whandrail 10plf
Concentrated self weight from C12x20.7 C12self 20.7plf LW8 0.29 kip
DL from C12 plus handrail installed on top of C12 is
PC12.DL DLsd
SpaW8
LW8 whandrail LW8 C12self 0.57 kip
Beam is modeled in RISA for load combination DL+LL with the worst load combination when LL located in span only. Self weight of W12 is considered by RISA.
SUNDECK EVALUATION
ANALYSIS BY: Feliks Plotnikov July 2019
CHECKED BY:
Sheet 5 of 11
RISA moment diagram RISA shear diagram
RISA bending stress code check
W12 beam is overstressed in the span. N.G. Additionally, section loses and load from pipes and ducts make W12 unreparable.
RISA deflection output
Span length is 23.66 ft. Allowable span deflection L/360 =
23.66 12 in
0.79 in
W12 span actual deflection 1.5" is about two times larger than allowable. N.G. Deflection will further increase due to section losses and load from pipes and ducts.
Cantilever portion of W12
Consider load combinations with LL located (a) on cantilever only and (b) on entire beam. After using some conservative assumptions for simplification of load calculations, the load diagrams and bending moments will be the following
SUNDECK EVALUATION
ANALYSIS BY: Feliks Plotnikov July 2019
CHECKED BY:
Sheet 6 of 11
LL on cantilever only
LL on entire beam (different graphical scale)
RISA bending stress Code check
LL on cantilever only
Bending stress in cantilever portion is OK
RISA deflection results
LL on cantilever only End of cantilever deflection
SUNDECK EVALUATION
ANALYSIS BY: Feliks Plotnikov July 2019
CHECKED BY:
Sheet 7 of 11
Per ASCE7-16, commentary CC.2, p.801, acceptable cantilever deflection can be 1/150 of cantilever length.
Cantilever length is 5.66'. Allowable deflection is Δallow.cant
5.66 12 in
0.45 in
Actual W12 cantilever deflection is 0.297" - acceptable.
RISA bending stress Code check
LL on entire beam Small overstress in cantilever
RISA deflection results
LL on entire beam
Allowable deflection of 23.66 ft span is Δallow.span
LW12
1.18 in
Actual deflection at the end of cantilever is 1.247" in the mid-span and 0.84" at the end - both deflections N.G.
Existing beams show different degree of deterioration, which reduces their capacity. Photo below shows an example of a deteriorated bottom flange of W12. Deteriorated areas in top and bottom flanges were found during inspection.
Additionally, load from ducts and pipes shall be added. In the worst case all of the following loads apply:
8'x2' duct, 22 GA, galvanized - 34 plf, where applicalbe.
Pipes: 6-8" dia, 2-3.5" dia, 7-1" dia - weight is per Table below
SUNDECK EVALUATION
ANALYSIS BY: Feliks Plotnikov July 2019
CHECKED BY:
Sheet 8 of 11
Deteriorated W12 bottom flange with W8 beam connection
Additionally, load from ducts and pipes shall be added.
Underside of sun deck
SUNDECK EVALUATION
ANALYSIS BY: Feliks Plotnikov July 2019
CHECKED BY:
Sheet 9 of 11
CALCULATIONS FOR NEW W12 TO BE USED AS PRIMARY BEAM
Depth of new beam shall be 12" for keeping the existing clearance
In the worst case all of the following loads apply simultaneously:
8'x2' duct, 22 GA, galvanized - 34 plf, where applicalbe.
Pipes: 6-8" dia, 2-3.5" dia, 7-1" dia.
wduct 34plf
Pipes weight per foot equal wpipes 6 50.1 plf 2 13.4 plf 7 2.1 plf 342.1 plf
Area of the deck that support pipes is 23 ft wide. Mechanical load per sq ft = wmech wduct wpipes
23ft
16.35 psf
Due to uneven distribution of pipes and ducts assume increased mechanical load for design wmech.des 20psf
SUNDECK EVALUATION
ANALYSIS BY: Feliks Plotnikov July 2019
CHECKED BY:
Sheet 10 of 11
Total design load (DL+LL) equal wdeck.total DLsd LLsd wmech.des 125 psf
W8 beam spacing will be reduced from 4ft to 2ft for replacement of the existing C3x3.5. Thus load on each will decrease almost 2 times. W8x10 can be used in the new portion of sun deck.
Calculate required size of major beams for replacement of the existing W12x36. As calculated previously, governing moment for major beam is moment in span
MW12.span wdeck.total LW8 LW12
123.33 kip ft
W12 beam will be braced every 2 ft. SW12.req
MW12.span
0.6 50 ksi
49.33 in
Try W12x45 SW12x45 57.7in 3 IW12x45 348in
Check span deflection
Δallow.span 1.18 in ΔW12x45.span wdeck.total LW8 LW12
29000ksi IW12x45
1.23 in (O.K., approx. same as deflection limit)
Check cantilever deflection
Δallow.cant 0.45 in ΔW12x45.cant wdeck.total LW8 5.66ft( )
24 29000 ksi IW12x45
0.01 in O.K.
CHECKING EXISTING COLUMNS AND FOUNDATION
Load area on a typical steel column supporting sun deck is Acol
LW12
5.66ft
LW8 246.61 ft
Vertical load on foundation is Pfound Acol wdeck.total 30.83 kip
SUNDECK EVALUATION
ANALYSIS BY: Feliks Plotnikov July 2019
CHECKED BY:
Sheet 11 of 11
Column is tubular steel 4x4x1/4. Column height is less than 12 ft. Capacity in concentric load per AISC 7th edition, 1973 with Fy=36ksi is 48kip - O.K.
Foundation size is 4,5' square. Foundation area is Afound 20.25ft
Soil bearing pressure σsoil
Pfound
Afound
1522.28 psf
Allowable soil bearing pressure per notes on sheet 22 is 1800 psf minimum. Existing soil bearing pressure is OK
| Appendix C - Structural.pdf |
| Checking existing roofs |
| Seismic evaluation |
| Sun deck |
| Appendix E - Mechanical.pdf |
| Consolidated Customer Package - CGAM - CH_1 |
| Consolidated Customer Package - CGAM - CH_2 |
| Consolidated Customer Package - CSAA - AHU_1 |
| Consolidated Customer Package - FANCOIL - FCU_1 |
| Consolidated Customer Package - FANCOIL - FCU_2 |
| Consolidated Customer Package - FANCOIL - FCU_3 |
| Consolidated Customer Package - FANCOIL - FCU_4 |
| Consolidated Customer Package - FANCOIL - FCU_5 |
| Consolidated Customer Package - BCXD - BCU_1 |
| Consolidated Customer Package - BCXD - BCU_2 |
| Consolidated Customer Package - BCXD - BCU_3 |
| Consolidated Customer Package - BCXD - BCU_4 |
| Consolidated Customer Package - BCXD - BCU_5 |
| Consolidated Customer Package - BCXD - BCU_6A |
| Consolidated Customer Package - BCXD - BCU_6B |
| Consolidated Customer Package - BCXD - BCU_7A |
| Consolidated Customer Package - BCXD - BCU_7B |
| Consolidated Customer Package - BCXD - BCU_8 |
| Consolidated Customer Package - BCXD - BCU_9A |
| Consolidated Customer Package - BCXD - BCU_9B |
| Consolidated Customer Package - BCXD - BCU_10 |
| Consolidated Customer Package - BCXD - BCU_11 |
| Consolidated Customer Package - BCXD - BCU_12 |
| Consolidated Customer Package - BCXD - BCU_13 |
| Seresco NP Series Dehumidifier Brochure-2 |
| Seresco Info |
| Seresco_Submittal_44155.1 |
| Qmark-QFLY_IUH_0518-1 |
| 370_MEAD_GAFF_LOAD_CALCS_30PERCENT |
| Title Page |
| System Checksums |
| Zone Checksums |
| Room Checksums |
| Design Cooling Load Summary |
| System Component Selection |
| Zone Psychrometrics |
| Room Psychrometrics |
| Design Airflow |
| Design Cooling Capacity |
| Design Heating Capacity |
| Engineering Checks |
| Peak Cooling Load (Main System) |
| Peak Heating Load (Main System) |
| Load Airflow Summary |
| Energy Consumption Summary |
| Energy Cost Budget |
| Economic Summary |
| Project Information |
| Room Information - Proposed Design |
| System Information - Proposed Design |
| Room Assignment Tree - Proposed Design |
| Plant Information - Proposed Design |
| Economic Information - Proposed Design |
| Library Members - Proposed Design |
| Walls by Direction - Proposed Design |
| Room Information - Pkg DX W/Gas Heat |
| System Information - Pkg DX W/Gas Heat |
| Plant Information - Pkg DX W/Gas Heat |
| Room Assignment Tree - Pkg DX W/Gas Heat |
| Economic Information - Pkg DX W/Gas Heat |
| Library Members - Pkg DX W/Gas Heat |
| Walls by Direction - Pkg DX W/Gas Heat |
PkgDX_vs_chilled_water_12yr
| Consistent with Federal Life Cycle Cost Methodology and Procedures, 10 CFR, Part 436, Subpart A |
| General Information |
LCC Summary
LCC Summary
| Consistent with Federal Life Cycle Cost Methodology and Procedures, 10 CFR, Part 436, Subpart A |
| Base Case: Pkg DX |
| Alternative: Chiller |
| General Information |
| PV Life-Cycle Cost |
| Net Savings from Alternative Compared with Base Case |
| NOTE: Meaningful SIR, AIRR and Payback can not be computed unless incremental savings and total savings are both positive. |
| Energy Savings Summary (in stated units) |
| Energy Savings Summary (in MBtu) |
| Consistent with Federal Life Cycle Cost Methodology and Procedures, 10 CFR, Part 436, Subpart A |
| General Information |
| Energy: Electricity |
| Usage Indices |
| Escalation Rates |
| Energy: Natural Gas |
| Usage Indices |
| Escalation Rates |
| Component: Chillers |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: Major Repair |
| Major Repair and Replacement: Replacement |
| Routine Recurring OM&R: Annual Maintenance |
| Usage Indices |
| Component: Pumps |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: Major Repair |
| Major Repair and Replacement: Repalcement |
| Routine Recurring OM&R: Annual Maintenance |
| Usage Indices |
| Component: Fan/Blower Coils |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: 3 month maint |
| Major Repair and Replacement: 6 month maint |
| Major Repair and Replacement: Major Repair |
| Major Repair and Replacement: Replacement |
| Routine Recurring OM&R: Annual Maintenance |
| Usage Indices |
| Component: Boilers |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: Clean Firebox |
| Major Repair and Replacement: Repair |
| Major Repair and Replacement: Replace |
| Routine Recurring OM&R: Inspect and Test |
| Usage Indices |
| Component: AHUs |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: 3-month Maint |
| Major Repair and Replacement: AHU Repair |
| Major Repair and Replacement: Replace |
| Routine Recurring OM&R: Annual Maintenance |
| Usage Indices |
| Energy: Natural Gas |
| Usage Indices |
| Escalation Rates |
| Energy: Electricity |
| Usage Indices |
| Escalation Rates |
| Component: AHUs |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: Repair |
| Major Repair and Replacement: Replace |
| Routine Recurring OM&R: Annual |
| Usage Indices |
PkgDX_vs_chilled_water_30yr
| Consistent with Federal Life Cycle Cost Methodology and Procedures, 10 CFR, Part 436, Subpart A |
| General Information |
LCC Summary
LCC Summary
| Consistent with Federal Life Cycle Cost Methodology and Procedures, 10 CFR, Part 436, Subpart A |
| Base Case: Pkg DX |
| Alternative: Chiller |
| General Information |
| PV Life-Cycle Cost |
| Net Savings from Alternative Compared with Base Case |
| Savings-to-Investment Ratio (SIR) |
| Adjusted Internal Rate of Return |
| Payback Period |
| Estimated Years to Payback (from beginning of Beneficial Occupancy Period) |
| Energy Savings Summary (in stated units) |
| Energy Savings Summary (in MBtu) |
| Consistent with Federal Life Cycle Cost Methodology and Procedures, 10 CFR, Part 436, Subpart A |
| General Information |
| Energy: Electricity |
| Usage Indices |
| Escalation Rates |
| Energy: Natural Gas |
| Usage Indices |
| Escalation Rates |
| Component: Chillers |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: Major Repair |
| Major Repair and Replacement: Replacement |
| Routine Recurring OM&R: Annual Maintenance |
| Usage Indices |
| Component: Pumps |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: Major Repair |
| Major Repair and Replacement: Repalcement |
| Routine Recurring OM&R: Annual Maintenance |
| Usage Indices |
| Component: Fan/Blower Coils |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: 3 month maint |
| Major Repair and Replacement: 6 month maint |
| Major Repair and Replacement: Major Repair |
| Major Repair and Replacement: Replacement |
| Routine Recurring OM&R: Annual Maintenance |
| Usage Indices |
| Component: Boilers |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: Clean Firebox |
| Major Repair and Replacement: Repair |
| Major Repair and Replacement: Replace |
| Routine Recurring OM&R: Inspect and Test |
| Usage Indices |
| Component: AHUs |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: 3-month Maint |
| Major Repair and Replacement: AHU Repair |
| Major Repair and Replacement: Replace |
| Routine Recurring OM&R: Annual Maintenance |
| Usage Indices |
| Energy: Natural Gas |
| Usage Indices |
| Escalation Rates |
| Energy: Electricity |
| Usage Indices |
| Escalation Rates |
| Component: AHUs |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: Repair |
| Major Repair and Replacement: Replace |
| Routine Recurring OM&R: Annual |
| Usage Indices |
PkgDX_vs_chilled_water_40yr
| Consistent with Federal Life Cycle Cost Methodology and Procedures, 10 CFR, Part 436, Subpart A |
| General Information |
LCC Summary
LCC Summary
| Consistent with Federal Life Cycle Cost Methodology and Procedures, 10 CFR, Part 436, Subpart A |
| Base Case: Pkg DX |
| Alternative: Chiller |
| General Information |
| PV Life-Cycle Cost |
| Net Savings from Alternative Compared with Base Case |
| Savings-to-Investment Ratio (SIR) |
| Adjusted Internal Rate of Return |
| Payback Period |
| Estimated Years to Payback (from beginning of Beneficial Occupancy Period) |
| Energy Savings Summary (in stated units) |
| Energy Savings Summary (in MBtu) |
| Consistent with Federal Life Cycle Cost Methodology and Procedures, 10 CFR, Part 436, Subpart A |
| General Information |
| Energy: Electricity |
| Usage Indices |
| Escalation Rates |
| Energy: Natural Gas |
| Usage Indices |
| Escalation Rates |
| Component: Chillers |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: Major Repair |
| Major Repair and Replacement: Replacement |
| Routine Recurring OM&R: Annual Maintenance |
| Usage Indices |
| Component: Pumps |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: Major Repair |
| Major Repair and Replacement: Repalcement |
| Routine Recurring OM&R: Annual Maintenance |
| Usage Indices |
| Component: Fan/Blower Coils |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: 3 month maint |
| Major Repair and Replacement: 6 month maint |
| Major Repair and Replacement: Major Repair |
| Major Repair and Replacement: Replacement |
| Routine Recurring OM&R: Annual Maintenance |
| Usage Indices |
| Component: Boilers |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: Clean Firebox |
| Major Repair and Replacement: Repair |
| Major Repair and Replacement: Replace |
| Routine Recurring OM&R: Inspect and Test |
| Usage Indices |
| Component: AHUs |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: 3-month Maint |
| Major Repair and Replacement: AHU Repair |
| Major Repair and Replacement: Replace |
| Routine Recurring OM&R: Annual Maintenance |
| Usage Indices |
| Energy: Natural Gas |
| Usage Indices |
| Escalation Rates |
| Energy: Electricity |
| Usage Indices |
| Escalation Rates |
| Component: AHUs |
| Initial Investment |
| Cost-Phasing |
| Major Repair and Replacement: Repair |
| Major Repair and Replacement: Replace |
| Routine Recurring OM&R: Annual |
| Usage Indices |
| Cost_Data_LCC_Gaff_30per-use |
| BGE - tariff P3_SCH_GL |
| Rdr_1 |
| GasScheduleC |
| Appendix G - Electrical.pdf |
| LIGHTING ANALYSIS - BSMNT-20190701 |
| LIGHTING ANALYSIS - FF-20190722 |
| LIGHTING ANALYSIS - SF-20190701 |
| CUTSHEET A - Lithonia-JCBL-JCBL-Round-Bay-Round-LED-_pdf |
| CUTSHEET B - EPANL_recessed lighting |
| CUTSHEET C - LED-SHOPLIGHT_pdf |
| CUTSHEET D - Wallpack |
| CUTSHEET E - wlawc804 |
| Appendix D - Fire Protection.pdf |
| AppD0_HydrantTest_Gaffney_20190814 |
| AppD1_Calculations_Gaffney_30 |
| AppD2_BreakTank_Gaffney_30 |
| AppD3_Pump_Gaffney_30 |
| AppD4_PumpEncl_Gaffney_30 |
| 65% Design Analysis Compiled 8-4-20.pdf |
| 65% Appendix C - Structural.pdf |
| Seismic evaluation |
| Checking existing roofs |
| Existing Sun deck |
| Mechanical Appendix H - 65%.pdf |
| Chiller_vs_Pkg-DX |
| Chiller vs. DX Economic Costs |
| Chiller vs. DX Monthly Energy Consumption |
| LCCA_Compare_EIFS_vs_No-EIFS |
| LCCA_Inputs_EIFS_vs_No-EIFS |
| EIFS vs None Economic Costs |
| EIFS vs None Energy Cost Budget |
| EIFS vs None Equipment Energy Consumption |
| Mechanical Appendix E - 65%.pdf |
| M_SUBMITTAL_PVA-A12AA7___PUY-A12NKA7-BS-en.pdf |
| SUBMITTAL DATA: PVA-A12AA7 & PUY-A12NKA7(-BS) |
| OVERVIEW |
| INDOOR UNIT FEATURES |
| OUTDOOR UNIT FEATURES |
| SPECIFICATIONS: PVA-A12AA7 & PUY-A12NKA7(-BS) |
| ACCESSORIES: PVA-A12AA7 |
| ACCESSORIES: PUY-A12NKA7(-BS) |
| DIMENSIONS: PVA-A12AA7 |
| DIMENSIONS: PUY-A12NKA7(-BS) |
| M_SUBMITTAL_MLZ-KP09NA-U1_SUZ-KA09NAHZ-en.pdf |
| SUBMITTAL DATA: MLZ-KP09NA & SUZ-KA09NAHZ |
| OVERVIEW |
| INDOOR UNIT FEATURES |
| OUTDOOR UNIT FEATURES |
| SPECIFICATIONS: MLZ-KP09NA-U1 & SUZ-KA09NAHZ |
| ACCESSORIES: MLZ-KP09NA |
| ACCESSORIES: SUZ-KA09NAHZ |
| DIMENSIONS: MLZ-KP09NA |
| DIMENSIONS: SUZ-KA09NAHZ |
| M_SUBMITTAL_PKA-A12HA7___PUY-A12NKA7-BS-en.pdf |
| SUBMITTAL DATA: PKA-A12HA7 & PUY-A12NKA7(-BS) |
| OVERVIEW |
| INDOOR UNIT FEATURES |
| OUTDOOR UNIT FEATURES |
| SPECIFICATIONS: PKA-A12HA7 & PUY-A12NKA7(-BS) |
| ACCESSORIES: PKA-A12HA7 |
| ACCESSORIES: PUY-A12NKA7(-BS) |
| DIMENSIONS: PKA-A12HA7 |
| DIMENSIONS: PUY-A12NKA7(-BS) |
| scd-square-cone-diffuser-submittal.pdf |
| Section C - Ceiling Diffusers |
| Square Cone Diffusers |
| SCD / ASCD - #218772 |
| SDCA / ASCDA - #218779 |
| SCDAS - #244532 |
| Main |
| Section C Index |
| Submittal Index |
| egg-crate-grilles.pdf |
| Section D - Grilles & Registers |
| Egg Crate Face Returns |
| 80 Series - Dwg #222015 |
| Mounting and Optional Borders |
| 81 Series - Dwg #228140 |
| Mounting and Optional Borders |
| 82 Series - Dwg #228141 |
| Mounting and Optional Borders |
| 80 - Panel Mounted - Dwg #222064 |
| 80 - Quick Release Fasteners QR Border - Dwg #250575 |
| 80SR - Dwg #258867 |
| Removable Face |
| 85 Series - Dwg #265215 |
| Core Pattern and Fastening |
| Main |
| Section D Index |
| Submittal Index |
| 90-heavy-duty-return-gym-grille-submittal.pdf |
| Section D - Grilles & Registers |
| Gymnasium Return Air Grilles |
| 90 Series (Steel Construction) - Dwg #222007 |
| 90FH Series - Dwg #254908 |
| 97, 98, 99 Series (Aluminum Construction) - Dwg #222008 |
| 910 Series (Steel Construction) - Dwg #239535 |
| 920 Series (Steel Construction) - Dwg #239579 |
| Main |
| Section D Index |
| Submittal Index |
| 600-aluminum-louvered-grille-submittal.pdf |
| Section D - Grilles & Registers |
| 500 / 600 Series |
| Louvered Face Supply and Return Grilles & Registers |
| 600 Series Return - Dwg #269914 |
| 600 Series Supply - Dwg #269915 |
| UNT-PRC022A-EN_06062018.pdf |
| Introduction |
| Features and Benefits |
| Energy Efficiency |
| IAQ Design |
| Controls |
| Flexibility |
| Quality |
| Serviceability |
| Components and Options |
| Motor and Control Board |
| Model Number Descriptions |
| General Data |
| Model A, Vertical Concealed |
| Model B, Vertical Cabinet |
| Model C, Horizontal Concealed |
| Model D, Horizontal Cabinet |
| Model E, Horizontal Recessed |
| Model F, Vertical Wall Hung Cabinet |
| Model H, Vertical Recessed |
| Model J, Vertical Cabinet Slope Top |
| Model M, Inverted Vertical Concealed |
| Model N, Inverted Vertical Recessed |
| Electric Heat |
| Factory-Installed Piping Packages |
| Performance Data |
| Horizontal Concealed, Horizontal Recessed, Vertical Recessed, Inverted Vertical Recessed |
| Vertical Concealed |
| Horizontal Cabinet, Vertical Cabinet, Inverted Vertical Cabinet |
| Vertical Slope Top Cabinet |
| Horizontal Concealed, Horizontal Recessed, Vertical Recessed, Horizontal Cabinet |
| Vertical Concealed |
| Controls |
| Why Trane Controls? |
| Control Options |
| Fan Speed Control with Standard Adapter Board |
| Customer Supplied Terminal Interface (CSTI) |
| Tracer® Controllers |
| Tracer® ZN520 Controller |
| Tracer® UC400-B Controller |
| Sequence of Operation |
| Zone Sensor Options |
| Control Features |
| Tracer® ZN520 and UC400-B Additional Features |
| End Device Options |
| Actuators |
| Control Valves |
| Selecting the Correct Modulating Valve Size |
| Electrical Data |
| MCA and MOP Calculations |
| Electric Heat |
| Motors |
| RPM |
| Dimensions and Weights |
| Vertical Concealed, Model A |
| Vertical Cabinet, Model B |
| Horizontal Concealed, Model C |
| Horizontal Cabinet, Model D |
| Horizontal Recessed, Model E |
| Vertical Wall Hung Cabinet, Model F |
| Vertical Recessed, Model H |
| Vertical Slope Top, Model J |
| Inverted Vertical Cabinet, Model M |
| Inverted Vertical Recessed, Model N |
| Coil Connections |
| Fresh Air Opening Locations-Horizontal Units Models C, D, and E |
| Fresh Air Opening Locations-Vertical Units Models A, B, F, and J |
| Wall Box |
| Projection Panel |
| Mechanical Specifications |
| Force-Flo Cabinet Heater Mechanical Specifications |
| Piping Package |
| 65% Appendix G - Electrical.pdf |
| LIGHTING ANALYSIS - BSMNT-20190701 |
| LIGHTING ANALYSIS - FF-20190722 |
| LIGHTING ANALYSIS - SF-20190701 |
| CUTSHEET A - Lithonia-JCBL-JCBL-Round-Bay-Round-LED-_pdf |
| CUTSHEET B - EPANL_recessed lighting |
| CUTSHEET C - LED-SHOPLIGHT_pdf |
| CUTSHEET D - Wallpack |
| CUTSHEET E - wlawc804 |
| Pool Calc.pdf |
| Sheet1 |
| Blank Page |
| Mechanical Appendix E - 95%.pdf |
| M_SUBMITTAL_PVA-A12AA7___PUY-A12NKA7-BS-en.pdf |
| SUBMITTAL DATA: PVA-A12AA7 & PUY-A12NKA7(-BS) |
| OVERVIEW |
| INDOOR UNIT FEATURES |
| OUTDOOR UNIT FEATURES |
| SPECIFICATIONS: PVA-A12AA7 & PUY-A12NKA7(-BS) |
| ACCESSORIES: PVA-A12AA7 |
| ACCESSORIES: PUY-A12NKA7(-BS) |
| DIMENSIONS: PVA-A12AA7 |
| DIMENSIONS: PUY-A12NKA7(-BS) |
| M_SUBMITTAL_MLZ-KP09NA-U1_SUZ-KA09NAHZ-en.pdf |
| SUBMITTAL DATA: MLZ-KP09NA & SUZ-KA09NAHZ |
| OVERVIEW |
| INDOOR UNIT FEATURES |
| OUTDOOR UNIT FEATURES |
| SPECIFICATIONS: MLZ-KP09NA-U1 & SUZ-KA09NAHZ |
| ACCESSORIES: MLZ-KP09NA |
| ACCESSORIES: SUZ-KA09NAHZ |
| DIMENSIONS: MLZ-KP09NA |
| DIMENSIONS: SUZ-KA09NAHZ |
| M_SUBMITTAL_PKA-A12HA7___PUY-A12NKA7-BS-en.pdf |
| SUBMITTAL DATA: PKA-A12HA7 & PUY-A12NKA7(-BS) |
| OVERVIEW |
| INDOOR UNIT FEATURES |
| OUTDOOR UNIT FEATURES |
| SPECIFICATIONS: PKA-A12HA7 & PUY-A12NKA7(-BS) |
| ACCESSORIES: PKA-A12HA7 |
| ACCESSORIES: PUY-A12NKA7(-BS) |
| DIMENSIONS: PKA-A12HA7 |
| DIMENSIONS: PUY-A12NKA7(-BS) |
| scd-square-cone-diffuser-submittal.pdf |
| Section C - Ceiling Diffusers |
| Square Cone Diffusers |
| SCD / ASCD - #218772 |
| SDCA / ASCDA - #218779 |
| SCDAS - #244532 |
| Main |
| Section C Index |
| Submittal Index |
| egg-crate-grilles.pdf |
| Section D - Grilles & Registers |
| Egg Crate Face Returns |
| 80 Series - Dwg #222015 |
| Mounting and Optional Borders |
| 81 Series - Dwg #228140 |
| Mounting and Optional Borders |
| 82 Series - Dwg #228141 |
| Mounting and Optional Borders |
| 80 - Panel Mounted - Dwg #222064 |
| 80 - Quick Release Fasteners QR Border - Dwg #250575 |
| 80SR - Dwg #258867 |
| Removable Face |
| 85 Series - Dwg #265215 |
| Core Pattern and Fastening |
| Main |
| Section D Index |
| Submittal Index |
| 90-heavy-duty-return-gym-grille-submittal.pdf |
| Section D - Grilles & Registers |
| Gymnasium Return Air Grilles |
| 90 Series (Steel Construction) - Dwg #222007 |
| 90FH Series - Dwg #254908 |
| 97, 98, 99 Series (Aluminum Construction) - Dwg #222008 |
| 910 Series (Steel Construction) - Dwg #239535 |
| 920 Series (Steel Construction) - Dwg #239579 |
| Main |
| Section D Index |
| Submittal Index |
| 600-aluminum-louvered-grille-submittal.pdf |
| Section D - Grilles & Registers |
| 500 / 600 Series |
| Louvered Face Supply and Return Grilles & Registers |
| 600 Series Return - Dwg #269914 |
| 600 Series Supply - Dwg #269915 |
| UNT-PRC022A-EN_06062018.pdf |
| Introduction |
| Features and Benefits |
| Energy Efficiency |
| IAQ Design |
| Controls |
| Flexibility |
| Quality |
| Serviceability |
| Components and Options |
| Motor and Control Board |
| Model Number Descriptions |
| General Data |
| Model A, Vertical Concealed |
| Model B, Vertical Cabinet |
| Model C, Horizontal Concealed |
| Model D, Horizontal Cabinet |
| Model E, Horizontal Recessed |
| Model F, Vertical Wall Hung Cabinet |
| Model H, Vertical Recessed |
| Model J, Vertical Cabinet Slope Top |
| Model M, Inverted Vertical Concealed |
| Model N, Inverted Vertical Recessed |
| Electric Heat |
| Factory-Installed Piping Packages |
| Performance Data |
| Horizontal Concealed, Horizontal Recessed, Vertical Recessed, Inverted Vertical Recessed |
| Vertical Concealed |
| Horizontal Cabinet, Vertical Cabinet, Inverted Vertical Cabinet |
| Vertical Slope Top Cabinet |
| Horizontal Concealed, Horizontal Recessed, Vertical Recessed, Horizontal Cabinet |
| Vertical Concealed |
| Controls |
| Why Trane Controls? |
| Control Options |
| Fan Speed Control with Standard Adapter Board |
| Customer Supplied Terminal Interface (CSTI) |
| Tracer® Controllers |
| Tracer® ZN520 Controller |
| Tracer® UC400-B Controller |
| Sequence of Operation |
| Zone Sensor Options |
| Control Features |
| Tracer® ZN520 and UC400-B Additional Features |
| End Device Options |
| Actuators |
| Control Valves |
| Selecting the Correct Modulating Valve Size |
| Electrical Data |
| MCA and MOP Calculations |
| Electric Heat |
| Motors |
| RPM |
| Dimensions and Weights |
| Vertical Concealed, Model A |
| Vertical Cabinet, Model B |
| Horizontal Concealed, Model C |
| Horizontal Cabinet, Model D |
| Horizontal Recessed, Model E |
| Vertical Wall Hung Cabinet, Model F |
| Vertical Recessed, Model H |
| Vertical Slope Top, Model J |
| Inverted Vertical Cabinet, Model M |
| Inverted Vertical Recessed, Model N |
| Coil Connections |
| Fresh Air Opening Locations-Horizontal Units Models C, D, and E |
| Fresh Air Opening Locations-Vertical Units Models A, B, F, and J |
| Wall Box |
| Projection Panel |
| Mechanical Specifications |
| Force-Flo Cabinet Heater Mechanical Specifications |
| Piping Package |
| 95% Gaffney Plumbing Design Narrative - Cutsheets.pdf |
| bioshield-uv-sanitizer-manual-english.pdf |
| 960080-i_spec |
| 420_pentair_bioshield_residential_uv_system_manual_960080-i_01 |
| Lighting Product Cut Sheets and Calculations.pdf |
| Lighting Product Cut Sheets |
| A - EPANL 2x4 |
| B - EPANL 2x2 |
| B - SURFACE MOUNT KIT |
| C - HIGH BAY PENDANT |
| D - Wallpack |
| E - EMERGENCY LIGHT |
| EX - EMERGENCY LIGHT AND EXIT SIGN COMBO |
| F - LED-SHOPLIGHT_pdf |
| G - NATATORIUM LED |
| H - 6 INCH ROUND LED |
| J - WALL LIGHT FOR SAUNA |
| K - Vanity |
| L - Stairwell |
| Gaffney Lighting Calculations |
| Basement |
| First Floor |
| First Floor Gym |
| Natatorium |
| Second Floor |
| Appendix C - Structural Calculations.pdf |
| DESIGN LOADS & SEISMIC EVALUATION |
| RISA-3D: MEZZANINE ANALYSIS & DESIGN |
| RISAFOUNDATION: MEZZANINE ANALYSIS & DESIGN |
| CHECKING EXISTING ROOF CAPACITY |
| RISA-3D: HVAC ROOF UNIT EXISTING W12 CHECKAND NEW FRAME DESIGN |
| SUNDECK EVALUATION |
| Text Field 2: |
| Text Field 3: |
| Text Field 1: |
| Text Field 16: |
| Text Field 17: |
| Text Field 18: |
| Text Field 19: |
| Text Field 20: |
| Text Field 21: |
| Text Field 5: |
| Text Field 28: |
| Text Field 42: |
| Text Field 43: |
| Text Field 44: |
| Text Field 45: |
| Text Field 22: |
| Text Field 25: |
| Text Field 48: |
| Text Field 55: |
| Text Field 56: |
| Lumens 2: |
| Reflector 2: |
| Lens 2: |
| Voltage 2: |
| Color Rendering Index 2: |
| Color Temperature 2: |
| Mounting Configurations 2: |
| Options 2: |
| Color Rendering Index 3: |
| Options 4: |
| Text Field 29: |
| Page 1: |
| Text Field 30: |
| Page 1: |
| Text Field 31: |
| Page 1: |
| Catalog Number 2: |
| Notes 2: |
| Type 2: |
| Series 2: |
| Finish 2: |
| Text Field 4: |
| Page 1: |
| Text Field 9: |
| Text Field 10: |
| Text Field 11: |
| Text Field 12: |
| Text Field 13: |
| Text Field 14: |
| Text Field 15: |
| Text Field 6: |
| Page 2: |
| CCT/CRI 9: |
| CCT/CRI 10: |
| CCT/CRI 11: |
| CCT/CRI 12: |
| CCT/CRI 14: |
| Text Field 7: |
| Text Field 8: |
| Text Field 23: |
| Text Field 24: |
| Text Field 26: |
| Text Field 27: |
| Text Field 41: |
| nLight Wired Control Accessories 3: |
| nLight AIR Control Accessories 3: |
| Air Function 8: |
| Lumens 15: |
| Lumens 16: |
| Lumens 17: |
| Air Function 9: |
File details come from the government source that posted it. Updated .