PVES Bid Set Added Sheets.pdf

4x6x16'-0"

TYP

4x6, TYP

STRUCTURAL NOTES

DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL

BUILDING CODE (IBC).

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO THE

START OF CONSTRUCTION.

CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURAL

COMPONENTS OF THE NEW AND EXISTING STRUCTURE UNTIL ALL FINAL

CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE

METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS

WORK.

DESIGN LOADS

ROOF SNOW 25 PSF

ROOF DL 15 PSF

WIND DESIGN CRITERIA N/A

SEISMIC DESIGN CRITERIA

EARTHQUAKE (ASCE 7-16) SITE CLASS D

OCCUPANCY CATEGORY II (Ie = 1.0)

SEISMIC DESIGN CATEGORY D

Ss =0.863, S1 = 0.37g Sds=0.691g, Sd1 =0.476g ap = 2.5, Rp = 6.0

MISCELLANEOUS

SLEEPERS SHALL BE PRESSURE TREATED SBX AND FULLY COVERED AFTER INSTALL.

FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.

LOCATE ROOF JOISTS PRIOR TO SETTING UNIT TO MAXIMIZE THE NUMBER OF ROOF

JOISTS ENGAGED BY THE SLEEPER.

BLOCK OPENINGS FOR DUCT WORK AS REQUIRED TO STABILZE ROOF SHEATHING.

CENTENNIAL SCHOOL DISTRICT

Pleasant Valley HVAC

Addition of new RTU units.

New unit weight 689 = lbs.

SEISMIC Chapter 13 ASCE 7-16

Sds = 0.691 ap = 2.5 Rp = 6.0 Ip = 1.0

Based on results of the analysis:

- The unit experiences zero uplift (weight of unit is enough to resist uplift due to overturning moment)

CENTENNIAL SCHOOL DISTRICT HVAC 22- 078

SUBJECT PROJECT NO.

05/22

PROJECT DATE

MT

CLIENT DESIGN SHEET NO.

22-078 PLEASANT VALLEY RTU

ASCE 7-16 Chapter 11 - Seismic Ground Motion Values Conterminous 48 States 2016 ASCE 7 Standard

Data are based on a 0.05deg grid spacing Mapped Spectral Acceleration Values Spectral Response Accelerations Design Spectral Response Accelerations

SMs = Fa x Ss and SM1 = Fv x S1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class B - Fa = 1.0 ,Fv = 1.0 Site Class D - Fa = 1.2 ,Fv = 1.93

Period Sa Period Sa Period Sa (sec) (g) (sec) (g) (sec) (g)

0.2 0.863 (Ss, Site Class B) 0.2 1.036 (SMs, Site Class D) 0.2 0.691 (SDs, Site Class D) 1 0.37 (S1, Site Class B) 1 0.714 (SM1, Site Class D) 1 0.476 (SD1, Site Class D)

ASCE 7-16 Chapter 13 - Seismic Demands on Nonstructural Elements Seismic design force

Max Fp = 1.6 SDS Ip Wp Ip = 1.0

Min Fp = 0.3 SDS Ip Wp SDS = 0.690667 Concurrent vertical force

Fp,v = ± 0.2 SDS Wp

Mechanical Unit Wp ap Rp z h Fp,min Fp Fp,max Use Fp Fp,v

HVAC RTU 689 lb 2.5 lb 6 lb 3.5 ft 3.5 ft 143 lb 238 lb 761 lb 238 lb 95 lb

Shear to be resisted by all anchors Vbase = 0.7 Fp

Mechanical Unit Vbase 4 anchors 6 anchors HVAC RTU 167 lb 42 lb 28 lb

Uplift to be resisted by each line of anchors Fuplift = 0.7 (Fp hcentroid / wbase,min + Fp,v / 2) - 0.6 Wp / 2

Mechanical Unit Wp Fp Fp,v hcentroid wbase,min Fuplift

HVAC RTU 689 lb 238 lb 95 lb 20.7 in 44.6 in 0 lb

Fp =

0.4 ap SDS Wp

(Rp / Ip) (1 + 2 z/h)

Shear per anchor

Latitude = 45.4646 Longitude = -122.4797

Site Class D - Fa = 1.2 ,Fv = 1.93

Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)

Member Reaction (lbs) 49 @ 4' 4 3/4" 4961 (3.50") Passed (1%) -- 1.0 D (All Spans)

Shear (lbs) 110 @ 5' 1733 Passed (6%) 0.90 1.0 D (All Spans)

Moment (Ft-lbs) 435 @ 7' 9 1/2" 1462 Passed (30%) 0.90 1.0 D (All Spans)

Live Load Defl. (in) 0.000 @ 0 0.293 Passed (2L/999+) -- 1.0 D (All Spans)

Total Load Defl. (in) 0.063 @ 7' 9 1/2" 0.340 Passed (L/999+) -- 1.0 D (All Spans)

System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD

Deflection criteria: LL (L/360) and TL (L/240).

Overhang deflection criteria: LL (2L/360) and TL (2L/240).

Left cantilever length exceeds 1/3 member length or 1/2 back span length. Additional bracing should be considered.

Right cantilever length exceeds 1/3 member length or 1/2 back span length. Additional bracing should be considered.

Allowed moment does not reflect the adjustment for the beam stability factor.

Applicable calculations are based on NDS.

Bearing Length Loads to Supports (lbs)

Supports Total Available Required Dead Total Accessories

1 - Beam - HF 3.50" 3.50" 1.50" 49 49 Blocking

2 - Beam - HF 3.50" 3.50" 1.50" 49 49 Blocking

Lateral Bracing Bracing Intervals Comments

Top Edge (Lu) 15' 7" o/c

Bottom Edge (Lu) 15' 7" o/c

Dead

Vertical Loads Location (Side) Tributary Width (0.90) Comments

0 - Self Weight (PLF) 0 to 15' 7" N/A 4.9

1 - Uniform (PLF) 0 to 15' 7" (Front) N/A -26.3 0

2 - Uniform (PLF) 4' 3" to 11' 4" (Front) N/A 61.0 0

Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.

The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator

Weyerhaeuser Notes

All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.

MEMBER REPORT PASSED

SLEEPERS

1 piece(s) 4 x 6 HF No.2

ForteWEB Software Operator Job Notes 5/13/2022 7:16:29 PM UTC Moussa Tunkara Fossatti Pawlak Structural Engineers

(206) 456-3071 mtunkara@fossatti.com

ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16

File Name: FRAMING

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Technical Data Sheet for MPS03 Low gas heat

Job Number: ZMFBIB Prepared Date: 3/25/2022 Job Name: Centennial Pleast Valley EEI www.DaikinApplied.com

T ec h nica l Da ta S h ee t fo r M P S0 3 Lo w g a s he a t

Job Information Technical Data Sheet Job Name Centennial Pleast Valley EEI Date 3/25/2022 Submitted By Stephen Patnode Software Version 11.11 Unit Tag MPS03 Low gas heat

Unit Overview

Model Number Voltage Design Cooling Capacity

AHRI 210/240

Standard Efficiency

ASHRAE 90.1

EER SEER

MPSA03D 208/60/3 38452 Btu/hr 11.2 14.0 2007 Compliant

Unit

Model Number: MPSA03D Model Type: Cooling, Standard Efficiency

Heat Type: Natural gas heat Application: Constant volume

Altitude: 0 ft Approval cULus

Physical Unit Dimensions and Weights

Unit Length Unit Height Unit Width Unit Weight

77.8 in 41.4 in 44.6 in 689 lb Unit Construction

Exterior: Powder Coat Galvanized Doors: Hinged Access Doors

Insulation:

3/4" foil face with mechanical fasteners, R value of 3.6

Drain Pan Material Polymer

Liners: Single wall construction Unit Electrical Data

Voltage SCCR MCA MROPD

208/60/3 V 5 kAIC 19.0 A 25.0 A

Return/Outside/Exhaust Air Outside Air Option

Type: Factory Installed Econ, vertical return Draw Through Filters

Type Quantity/Nominal Size Face Area ft²

Face Velocity ft/min

Air Pressure Drop

2" Disposable (4) 2x16x16 7.0 171 Included In Fan

Performance

Job Name:

Job Number:

MPSA03-A05D Bottom Opening Dimensions_Drawing for MPS03 Low gas heat

Centennial Pleast Valley EEI ZMFBIB Prepared Date:

www.DaikinApplied.com 3/25/2022

Job Name:

Job Number:

MPSA03-A05D Unit Isometric with Cabinet Dimensions_Drawing for MPS03 Low gas heat

Centennial Pleast Valley EEI ZMFBIB Prepared Date:

www.DaikinApplied.com 3/25/2022