2025-01644 Award Construction Contract and Supplemental Agreement for the North Sacramento-Hagginwood Library Renovation (NSHLR) Project: (C15000850) [Published for 10-Day Review 09/23/2025] Part 2 — Sacramento City Council, October 7, 2025 (part 3 of 4)

solutions prior to the beneficial use of groundwater.

If groundwater within the plume is likely to be used before natural attenuation or engineered solutions are projected to complete the cleanup, then active or additional remediation may be required. Plumes often display short-term variability in groundwater concentrations. These effects are due to changes in groundwater flow, degradation rates, sampling procedures, and other factors that are inherently variable. This variability should not necessarily be construed as evidence of plume migration or degradation. The site characterization database must support the conclusion that a plume is degrading and not migrating.

Since the source of the impacts appears to be related to a “yet to be identified up gradient source”, an evaluation of the natural attenuation and migration characteristics of the subsurface impacts has not been conducted.

2.4 No other waters of the State, water supply wells or other sensitive receptors are likely to be impacted.

Water supply wells include municipal, local service or private wells, agricultural and industrial wells. Central Valley aquifers generally are not segregated in discrete units, but are subject to vertical and horizontal migration of water and any pollutants carried by or in the water, often by local pumping.

The Sensitive Receptor Survey (SRS) shows that the closest identified water supply wells are non-operational offsite production wells (well numbers 109 and 110) that are located approximately 1,960 feet north and 1,635 feet east of the Site respectively.

These wells are maintained by the City of Sacramento and have been out of operation for at least the past 25 years. The locations of the wells identified by the SRS are shown on Plate 1.

2.5 The site presents no significant risk to human health or safety.

Remaining site conditions shall not exceed a hazard index of one, a one-in-one million excess cancer risk (10-6) for residential receptors and a one-in-one-hundred thousand (10-5) excess cancer risk for commercial receptors (including construction workers). Site representative concentrations shall either be the maximum reported concentration, the 95% upper confidence level, or a weighted average, as appropriate. At a minimum, exposure pathways to be considered shall include surface soil ingestion, and surface soil, subsurface soil, and groundwater volatilization to indoor and outdoor air (via basements, buildings, subsurface utilities, etc.).

Note: The Responsible Party is required to demonstrate the acceptability of the model(s) used to determine the human health risk.

As requested by SHRA, NCE conducted indoor air quality sampling and analysis at the Site. The air sampling was performed to provide information on whether subsurface VOCs were migrating upward and into the building.

Based on the review of the air and subsurface data, vapor intrusion does not appear to

Page 8 of 10 ends

be occurring at the Site. The majority of the VOCs detected in subsurface samples were not detected in the indoor samples. As previously stated, Freon 11, Freon 12, chloromethane, ethanol, acetone, benzene and toluene were detected in indoor air but most likely represent outdoor influences on indoor air quality and not subsurface intrusion. Based on these findings the site currently presents no significant risk to human health or safety.

3.0 CVRWQCB APPENDIX B CHECKLIST

3.1 For groundwater-impacted sites, distance to production wells for municipal, domestic, agriculture, industry and other uses within 2,000 feet of the site.

Shown on Plate 1

3.2 Site maps, to scale, of area impacted showing locations of former and existing tank systems, excavation contours and sample locations, borings and monitoring well elevation contours, gradients, and nearby surface waters, buildings, streets, and subsurface utilities.

Site maps depicting the site layout, distribution of PCE in groundwater, distribution of TCE in groundwater, distribution of cis 1,2-DCE in groundwater and soil data are presented in Plate 2 through 6.

3.3 Figures depicted lithology (cross sections), treatment system diagrams.

Boring Logs for borings B-1 through B-15 are included in Appendix B

3.4 Stockpiled soil remaining onsite or offsite disposal (quantity).

No stockpiled soils exist on site.

3.5 Monitoring wells remaining onsite, fate.

No monitoring wells exist on site.

3.6 Tabulated data of all groundwater elevations and depth to water.

Groundwater elevations are not applicable as no monitoring wells exist at the Site.

Depth to groundwater at time of drilling is indicated on boring logs. Groundwater flow directions for the site vicinity have been established and documented for the Wyluda UST site on Del Paso Boulevard and the El Monte Triangle various ongoing investigations.

3.7 Tabulated results of all sampling and analyses;
Sampling and analyses results are included in Tables 1 and 2.

Page 9 of 10 ends

3.8 Concentration contours of contaminants found and those remaining in soil and groundwater, both onsite and offsite;
• Lateral extent of soil contamination
• Vertical extent of soil contamination
• Lateral extent of groundwater contamination
Vertical extent of groundwater contamination
Site maps depicting the distribution of PCE in groundwater, distribution of TCE in groundwater, distribution of cis 1,2-DCE in groundwater and soil data are presented in Plate 3 through 6, respectively.

3.9 Zone of influence calculated and assumptions used for the subsurface remediation system and the zone of capture attained for the soil and groundwater remediation systems; No remediation systems are designed or have been installed at the Site.

3.10 Reports/information
x NCE – Phase I Environmental Site Assessment and Limited Subsurface Investigation, Assessors Parcel No’s 275-0165-002, 003, 016, 017 and 018, 1124 and 1132 Del Paso Boulevard, Sacramento, California 95815. November 11, 2008
x NCE - Vapor Intrusion Analyses, Assessors Parcel No’s 275-0165-002, 003, 016, 017 and 018, 1124 and 1132 Del Paso Boulevard, Sacramento, California.

January 26, 2007
x Geocon - Phase II Environmental Site Assessment, Sacramento Regional Transit Property, 1100 Del Paso Boulevard, Sacramento County, California, November, 2007
x NCE - Summary Report, Additional Phase II Sampling, Local Remediation Program (LRP) Site No. C637, 1124 and 1132 Del Paso Boulevard, (APN: 275- 0165-021), Sacramento, California 95815. May 19, 2009

3.11 Best Available Technology (BAT) used or an explanation for not using BAT; Implementation of BAT was not pursued as the source of the impacts appears to be related to a “yet to be identified up gradient source”.

3.12 Reasons why background was/is unattainable using BAT; Not applicable

3.13 Mass balance calculation of the subsurface treated versus that remaining; VOCs were below laboratory detection limits in all soil samples submitted for analysis.

Page 10 of 10 ends

TPH-D was reported at concentrations of 1.4 mg/Kg, 1.5 mg/Kg, 52 mg/Kg and 3.3 mg/Kg in the soil samples collected from borings B-1, B-2, B-5 and B-6, respectively.

An extremely conservative estimate of the diesel remaining in on site soils is approximately 130 pounds.

3.14 Assumptions, parameters, calculations and model used in risk assessments, and fate and transport modeling;
Fate and transport modeling was not conduced as the source of the impacts appears to be related to a “yet to be identified up gradient source”. The potential for vapor intrusion exposures was evaluated by collecting and analyzing direct indoor air samples from within the structure at the site to provide information on whether subsurface VOCs were migrating upward and into the building. Air sample analytical results were compared to established health based air criterion from the U.S. EPA, California EPA and the Bay Area Regional Water Quality Control Board including the following:
x California Human Health Screening Level (CHHSL)
x Environmental Screening Level (ESL)
x Preliminary Remedial Goal (PRG)

3.15 Rationale why conditions remaining at the site will not adversely impact groundwater quality, health, or other beneficial uses
See Section 2.0

3.16 Waste Extraction Test (WET) or TCLP results
Not applicable

LIST OF TABLES AND PLATES
Table 1 – Summary of Analytical Results
Table 2 – Indoor Air Analytical Results
Plate 1 – Vicinity Map
Plate 2 – Site Plan
Plate 3 – Distribution of PCE in Groundwater
Plate 4 – Distribution of TCE in Groundwater
Plate 5 – Distribution of cis-1,2-DCE in Groundwater
Plate 6 - Analytical Data - Soil
Appendix A – Passive Sol Gas Results – Total Chlorinated Compounds Appendix B – Boring Logs
Appendix C - LFR Indoor Air sampling Summary Report
TABLES
Table 1
Summary of Analytical Results
No Further Action Summary
Local Remediation Program (LRP) Site No. C637
1124 and 1132 Del Paso Boulevard
(APN: 275-0165-021)
Sacramento, California 95815
SVOCs SVOCs
Depth Date TPHd TPHg cis-1,2-DCE PCE TCE ChlorofromChloromethane Napthalene Acetone 2-Butanone 8270C * TPHd TPHg cis-1,2-DCE PCE TCE Chloroform Chloromethane Napthalene Acetone 2-Butanone 8270 C * Sample Id. (feet) Sampled (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L)B-1 --- 5/16/06 NA NA NA NA NA NA NA NA NA NA NA 70 <50 <0.50 <0.50 <0.50 <0.50 --- --- --- --- NAB-1 5 5/16/06 1.4 <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-2 --- 5/16/06 NA NA NA NA NA NA NA NA NA NA NA <50 <50 <0.50 <0.50 <0.50 <0.50 --- --- --- --- NAB-2 6 5/16/06 1.5 <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-3 --- 5/16/06 NA NA NA NA NA NA NA NA NA NA NA <50 <50 <0.50 11 <0.50 <0.50 --- --- --- --- NAB-3 6 5/16/06 <1.0 <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-3 16 5/16/06 <1.0 <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-3 26 5/16/06 <1.0 <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-3 36 5/16/06 <1.0 <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-4 --- 5/17/06 NA NA NA NA NA NA NA NA NA NA NA 240 <50 2.5 1.1 <0.50 <0.50 --- --- --- --- NAB-4 6 5/17/06 <1.0 <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-4 11 5/17/06 <1.0 <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-4 21 5/17/06 <1.0 <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-4 31 5/17/06 <1.0 <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-5 2.5 5/17/06 52 <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-5 2.5 5/17/06 32 # --- --- --- --- --- NA NA NA NA NA --- --- --- --- --- --- --- --- --- --- NAB-6 2.5 5/17/06 3.3 <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-6 2.5 5/17/06 1.5 # --- --- --- --- --- NA NA NA NA NA --- --- --- --- --- --- --- --- --- --- NAB-7 --- 6/13/06 NA NA NA NA NA NA NA NA NA NA NA 640 # 660 42 400 12 0.88 --- --- --- --- NAB-7 5 6/13/06 46 # <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-7 15 6/13/06 34 # <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-7 25 6/13/06 <1.0 # <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-8 --- 6/13/06 NA NA NA NA NA NA NA NA NA NA NA <50 # <50 6.0 <0.50 <0.50 2.7 --- --- --- --- NAB-8 5 6/13/06 <1.0 # <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-8 15 6/13/06 <1.0 # <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-8 25 6/13/06 <1.0 # <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-9 5 6/13/06 <1.0 # <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-10 15 6/13/06 <1.0 # <1.0 <0.0050 <0.0050 <0.0050 <0.0050 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAB-11-4.5 4.5 4/2/09 --- --- --- --- --- --- <0.01 <0.005 <0.1 <0.02 NA NA NA NA NA NA NA NA NA NA NA NAB-12-4.5 4.5 4/2/09 --- --- --- --- --- --- <0.01 <0.005 <0.1 <0.02 NA NA NA NA NA NA NA NA NA NA NA NAB-13 --- 4/2/09 --- --- --- --- --- --- NA NA NA NA NA NA NA 0.89 <0.5 <0.5 <0.5 0.87 0.76 13 3.1 NAB-13-4.5 4.5 4/3/09 --- --- --- --- --- --- <0.01 <0.005 <0.1 <0.02 ND * NA NA NA NA NA NA NA NA NA NA NA B-13-9.5 9.5 4/3/09 --- --- --- --- --- --- <0.01 <0.005 <0.1 <0.02 NA NA NA NA NA NA NA NA NA NA NA NA B-13-24.5 24.5 4/3/09 --- --- --- --- --- --- <0.01 <0.005 <0.1 <0.02 NA NA NA NA NA NA NA NA NA NA NA NA B-14-4.5 4.5 4/2/09 --- --- --- --- --- --- <0.01 <0.005 <0.1 <0.02 ND * NA NA NA NA NA NA NA NA NA NA NA B-14-9.5 9.5 4/2/09 --- --- --- --- --- --- <0.01 <0.005 <0.1 <0.02 NA NA NA NA NA NA NA NA NA NA NA NAB-14-19.5 19.5 4/2/09 --- --- --- --- --- --- <0.01 <0.005 <0.1 <0.02 NA NA NA NA NA NA NA NA NA NA NA NA B-14-27.5 27.5 4/2/09 --- --- --- --- --- --- <0.01 <0.005 <0.1 <0.02 NA NA NA NA NA NA NA NA NA NA NA NA B-15 --- 4/2/09 --- --- --- --- --- --- NA NA NA NA NA NA NA <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <5 <1 NAB-15-4 4.0 4/2/09 --- --- --- --- --- --- <0.01 <0.005 <0.1 <0.02 ND * NA NA NA NA NA NA NA NA NA NA NA B-15-9.5 9.5 4/2/09 --- --- --- --- --- --- <0.01 <0.005 <0.1 <0.02 NA NA NA NA NA NA NA NA NA NA NA NAB-15-14.5 14.5 4/2/09 --- --- --- --- --- --- <0.01 <0.005 <0.1 <0.02 NA NA NA NA NA NA NA NA NA NA NA NA B-15-32.5 32.5 4/2/09 --- --- --- --- --- --- <0.01 <0.005 <0.1 <0.02 NA NA NA NA NA NA NA NA NA NA NA NA TPHd = Total petroleum hydrocarbons as diesel mg/kg = milligrams per kilogram SVOC = Semivolatile organic compoundsTPHg = Total petroleum hydrocarbons as gasoline ug/L = micrograms per Liter * ND = Non detect for all constituentscis-1,2-DCE = cis-1,2-Dichloroethene < ( ) = Below laboratory reporting limitPCE = Tetrachloroethene NA = Not analyzedTCE = Trichloroethene # = Silica Gel Cleanup Result Soil Water
P:\A487 - SHRA\A487.11.35 - SHRA - Del Paso - Work Plan\cad\No Further Action Summary\Table 1.xls Sample Freon 12 Chloromethane Freon 11 Ethanol Acetone Benzene Toluene Carbon
Disulfide 2-Butanone 2-Propanol
IA-1 4.1 1 1.3 2.3 4.1 0.57 0.7 8.5 1.4 NDIA-2 3.5 1.1 1.4 7.6 6 0.61 0.78 ND 1 2.3IA-3 6.2 1.1 1.4 2.6 3.6 0.61 0.79 ND ND ND IA-4R 2.6 1.1 1.4 2.7 4.2 0.62 0.75 ND ND ND

CHHSL NA NA NA NA NA NA NA NA NA NA
ESL NA 0.55 NA NA NA NA NA NA NA NA
PRG NA 95 730 NA NA NA NA NA NA NA
Screening Criteria
Table 2
Air Analytical Results
No Further Action Summary
Sacramento, California
all concentrations in micrograms per cubic meter
Del Paso Boulevard Site
CHHSL = California Human Health Screening Level (California EPA)ESL = Environmental Screening Level (Regional Water Quality Control Board)PRG = Preliminary Remedial Goal (U.S. EPA Region 9)ND = not detected above analytical reporting limitsNA = not availableBold = outdoor sample (collected on roof) PLATES
DRAWN
YVG

PROJECT NUMBER
A487.11.35

APPROVED DATE
4/09

REVISED DATE
Vicinity Map
No Further Action Summary
Local Remediation Program (LRP) Site No. C637
1124 and 1132 Del Paso Boulevard (APN: 275-0165-021)
Sacramento, California
1 PLATE
SCALE: 1 INCH = 2000 FT.
2000 Reference: Sacramento East, California,
USGS 7.5 Series Quadrangle,
Photorevised 1992.

N 0
Nichols Consulting
Engineers, Chtd.
8795 Folsom Blvd., Suite 250
Sacramento, California 95826
(916) 388-5655
SITE
4871135400.PPT
WELL 109
WELL 110

APPENDIX A
PASSIVE SOL GAS RESULTS – TOTAL CHLORINATED COMPOUNDS
Beacon Project No. 1897, April 2006
323 Williams Street, Suite D, Bel Air, MD 21014, 800-878-5510 Figure 2
Passive Soil-Gas Survey
Total Chlorinated Compounds
1124 and 1132 Del Paso Boulevard
Sacramento, CA
Scale in Feet
100 50 0 PSG-8 PASSIVE SOIL-GAS SAMPLE LOCATION
1,000 TOTAL CHLORINATED COMPOUNDS (nanograms)

PARKING

SOUTHGATE ROAD
PSG-1
PSG-2
PSG-3 PSG-4
PSG-5 PSG-6
PSG-7
PSG-8
PSG-9
PSG-10
PSG-11
PSG-12
PSG-13
PSG-14
PSG-15 PSG-16PSG-17
PSG-18
PSG-20 PSG-21
29 74
97 38
36 59 27070 1533440
PSG-19
Color Scale
(nanograms)
2752502252001751501251007550250

DEL PASO BOULEVARD
SITE

CONCRETE SEALERS

CONCRETE SEALERS
09 97 23 - 1
SECTION 09 97 23

CONCRETE SEALERS
PART 1 GENERAL

1.1 SUMMARY
A. This Section specifies an applied sealer for horizontal cast-in-place concrete surfaces.

B. Related Sections: Refer to the following specification sections for coordination.

1. Section 033000 - Cast-In-Place Concrete.

1.2 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions.

B Mock-Up: Prepare a test area minimum 2 by 2 feet in size to verify suitability of the sealer and final appearance.

1.3 QUALITY ASSURANCE
A. Manufacturer: Minimum 10 years experience producing concrete coatings.

B. Installer: Licensed installers experienced and trained in the use of specified products.

C. Suitability of Substrate: Concrete surface must be clean and dry with all stains, oil, grease, dust and dirt removed prior to application. Contractor to grind and clean existing concrete set to receive sealer.

D. Regulatory Requirements: Comply with requirements of authorities having jurisdiction and applicable codes at the location of the project.

1.4 DELIVERY, STORAGE AND HANDLING
A. Deliver materials and products in unopened factory labeled packages. Protect from damage.

B. Store in a safe place, out of direct sunlight. Keep containers tightly sealed. Do not allow product to freeze. Use within manufacturer’s recommended shelf life, approximately 12 months.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Concrete Sealer: High-performance, non-yellowing, clear acrylic-based sealer by Concrete Coatings Inc., 1105 North 1600 West, Layton, UT 84041, 800-443-2871, www.concretecoatingsinc.com. Provide the following or as approved:

8. Sealer with Matte Finish: CCI SuperSeal 2000-M, with 600 g/L VOC.

9. Performance: Concrete sealers shall meet or exceed the following:
a. Coverage: As recommended by manufacturer.
b. Moisture Retention, Test ASTM C 309: 0.21 kg/m² at 200 ft² per gallon and 0.32 kg/m² at 300 ft² per gallon.
c. Gasoline Resistance: Slight dulling after15-minute exposure (ponding).

CONCRETE SEALERS

CONCRETE SEALERS
09 97 23 - 2
d. Tg: 50°C.
e. Tukon Hardness: 30 minutes at 180°F, 9.3; 30 minutes at 300°F, 13.7. f. Pencil Hardness: 30 minutes at 180°F, F; 30 minutes at 300°F, H. g. Spray Conditions, Viscosity: 19 seconds, No. 2 Zhan cup. h. Abrasion Resistance: 160 mg lost, CS-17 wheel, 1000 g load, 1000 cycles.

PART 3 - EXECUTION

3.1 PREPARATION
A. Inspection: Prior to start of application, inspect existing conditions to ensure surfaces are suitable for installation including the following:

1. Concrete has cured for a minimum of 28 days prior to application of sealer.

2. Surface is completely free of sealers, oils, dirt, paint, alkali, penetrating sealers and foreign materials that would prevent the sealer from penetrating the concrete surface.

3. Existing concrete is grinded down to remove any paint or surface overlays.

4. Concrete has been swept clean.

5. Test area has been approved.

3.2 APPLICATION
A. Concrete Sealer: Strictly comply with manufacturer’s installation recommendations including the following.

1. Apply after stain has dried at rate recommended by manufacturer.

2. Clean surface as recommended by manufacturer.

3. All concrete flatwork designated as being sealed in the plans and specifications shall be sealed with 3 even coats of sealer, at the rate of approximately 150 to 200 square feet per gallon.

3.3 CLEANING AND PROTECTION
A. Protection: Do not cover, but protect floor area from paint and other contaminates that could inhibit the sealer until it is cured for 24 hours.

B. Protection: Cover the sealed concrete floor to prevent gouging, damage or chipping of sealed concrete. Strictly follow manufacturer’s requirements for protection of sealed concrete.

END OF SECTION
PBK/220389 TACKABLE WALLBOARD SYSTEMS 10 11 43
(1)
REV. 08/25
SECTION 10 11 43

TACKABLE WALLBOARD SYSTEMS

1. PART 1 GENERAL

1.1 WORK INCLUDED
A. Tackable wall board.

B. Aluminum trim.

1.2 REFERENCES
A. ASTM C208 - Insulation Board (cellulose fiber)
B. ASTM C557 - Adhesive for Fastening to Wood Framing.

C. ASTM E84 - Test Method of Surface Burning Characteristics of Building Materials.

D. ASTM D-1308 - Effect of Household Chemicals on Clear and Pigmented Organic Finishes.

E. CFFA-W-101-B - Chemical fabrics and Film Association Quality Standard for Vinyl Coated Fabric Wallcovering.

F. FS CCC-W-408 A and B - Wall Covering, Vinyl Coated.

G. FS L-P-1040-B - Plastic Sheets and Strips (Polyvinyl Fluoride).

H. UL - Underwriters Laboratories, Inc.

1.3 QUALITY ASSURANCE
A. Applicator: Company specializing in Tackable Wallboard work with ten years documented experience.

B. Stain Resistance: ASTM D1308, spot test open; shall show no staining by reagents when cleaned using soap and water.

1.4 REGULATORY REQUIREMENTS
A. Conform to flame spread and smoke developed ratings of no more than 25/50 for vinyl fabric covered tack surfaces when tested in accordance with ASTM E84 by UL.

1.5 SUBMITTALS
A. Submit shop drawings and product data under provisions of Section 01 33 00.

B. Provide product data on vinyl coated fabric and fiberboard.

C. Submit samples under provisions of Section 01 33 00.

D. Submit full range of manufacturers color selection for vinyl wallcovering specified.

E. Submit test reports verifying flame/smoke ratings.

1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, and protect products to site under provisions of Section 01 61 00.

B. Deliver tackable wallboard panels to site in unbroken and undamaged factory wrappings, clearly labeled with manufacturers lot number.

PBK Architects North Sacramento Hagginwood Library
Project No. 220389 City of Sacramento
PBK/220389 TACKABLE WALLBOARD SYSTEMS 10 11 43
(2)
REV. 08/25
C. Protect tackable wallboard panels from moisture during shipment, storage, and installation.

1.7 ENVIRONMENTAL REQUIREMENTS
A. Do not begin installation of tackable wall board system until spaces have been enclosed and are ventilated and heated to maintain substrate surface temperature.

B. Maintain constant temperature of no less than 60 degrees F and humidity level of 30 to 50 percent 72 hours prior to, during and after installation of the work of this section.

1.8 EXTRA STOCK
A. Provide 25 lineal feet of each pattern and color of wallcovering under provisions of Section 01 77 00.

B. Package and label each roll by manufacturer, color, and pattern, and designated room number; store where directed.

C. Provide 50 lineal feet of aluminum panel trim under provisions of Section 01 77 00.

D. Provide 10 panels of each pattern and color under provisions of Section 01 77 00.

2. PART 2 PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS - WALLBOARD SYSTEM
A. ABC School Equipment Co., www.abcschoolequipment.com.

B. Chatfield Clarke Co., www.chatfield-clarke.com.

C. Claridge Products and Equipment, Inc., www.claridgeproducts.com.

D. Fabricmate Systems, www.fabricmate.com.

E. InWest Manufacturing, www.inwestmfg.com.

F. Lamvin Inc., www.lamvin.com.

G. LBI-Boyd, www.lbiboyd.com.

H. Nelson Adams, www.nelsonadamsnaco.com.

I. Substitutions: Under provisions of Section 01 25 13.

2.2 ACCEPTABLE MANUFACTURERS - WALLCOVERING
A. Guilford of Maine, www.guilfordofmaine.com.

B. Bolta Wallcoverings, www.omnova.com.

C. Brewster Wall Coverings, www.brewsterwallcoverings.com.

D. Contract Wallcoverings Inc., www.contract-wallcoverings.com.

E. Essex Wallcoverings, www.omnova.com.

F. Genon, www.muraspecna.com.

G. Guard, www.muraspecna.com.

H. Koroseal Wallcoverings, www.koroseal.com.

I. JM Lynne Co., www.jmlynne.com.

PBK Architects North Sacramento Hagginwood Library
Project No. 220389 City of Sacramento
PBK/220389 TACKABLE WALLBOARD SYSTEMS 10 11 43
(3)
REV. 08/25
J. Metro Wallcoverings, www.metrowallcoverings.com.

K. Trikes, www.trikes.com.

L. Vicrtex Wallcovering, www.koroseal.com.

M. Wolf-Gordon, Inc., www.wolf-gordon.com.

N. Substitutions: Under provisions of Section 01 25 13.

2.3 MATERIALS – WALLCOVERING
A. Basis of Design: Guilford of Maine, FR701 Style 2100, www.guilfordofmaine.com B. Substitutions: Under provisions of Section 01 25 00.

2.4 ACCESSORIES
A. Fiberboard: Industrial Insulation Board, ironed and prime coated, ASTM C208, cellulosic, 1/2 inch thick, 4 foot wide x required length, square edges, 16 lb/cu ft density made with binder containing no urea formaldehyde; flame spread and smoke developed rating of 20/30 when tested according to ASTM E84.

B. Wallcovering Adhesive: Manufacturer's standard for use with specified wallcovering and substrate application. Mildew-resistant, nonstaining, and strippable. Shall meet South Coast Air Quality Management District ( SCAQMD) Rule #1168.

C. Panel Adhesive: ASTM C557.

D. Trim: Clear anodized edges vinyl wrapped.

E. Substitutions: Under provisions of Section 01 25 00.

3. PART 3 EXECUTION

3.1 FABRICATION
A. Machine apply vinyl wallcovering continuous over length of fiberboard sheet.

B. Wrap vinyl continuous around edges. Return vinyl a minimum of 2 inches on back of panel.

C. No seams permitted on individual panels.

D. Field application of vinyl is not permitted.

E. Laminate wall covering in numbered sequence of covering.

F. Laminate wall covering to core free from bubbles, sags, wrinkles, distortion and free of adhesive.

3.2 INSPECTION
A. Verify that site conditions are ready to receive work and opening dimensions are as indicated on shop drawings.

B. Insure backing materials are firmly attached, free from warps and surface defects and ready to receive individual panels.

C. Beginning of installation means acceptance of substrate.

3.3 INSTALLATION
A. Erect fiberboard in vertical direction. Install in full length sections with no horizontal joints.

PBK Architects North Sacramento Hagginwood Library
Project No. 220389 City of Sacramento
PBK Architects North Sacramento Hagginwood Library
Project No. 220389 City of Sacramento
PBK/220389 TACKABLE WALLBOARD SYSTEMS 10 11 43
(4)
REV. 08/25
B. Install panels beginning at center point of wall and working to room corners.

C. Install panels in order of sequence of wall covering.

D. Install panels with vertical surfaces and edges plumb, top edges level and in alignment with other panels.

E. Install panels butted tight to adjacent materials; casework, chair rail, door frames, ceilings, floors, and soffits as indicated on the Drawings. Provide lap beneath other tack or chalk board systems to conceal unfinished edges.

F. Provide cutouts for electrical outlets, switches, thermostats, and other services.

G. Attachment: Secure fiberboard to substrate with adhesive and sufficient support to hold in place. Apply adhesive in accordance with manufacturer's instruction.

3.4 TOLERANCES
A. Maximum Variation from True Flatness: 1/8 inch in 10 feet in any direction.

3.5 CLEANING PROCEDURES
A. Remove by rubbing lightly with a moistened cloth, sponge, or stiff bristle brush using a mild soap, detergent, or non-abrasive cleanser and clean water.

B. Strong organic solvents (such as Ketones) and harsh abrasive cleaners are not to be used.

C. Contact wall covering manufacturer for special cleaning problems and follow their recommendations if required.

END OF SECTION
800. 213. 0653 [email protected] csicreative.com Page 1 AIRCRAFT CABLE: OVERVIEW
Aircraft cable
*No. 1 1/4” 90 ° eyelet
Cable gripper Grommet
Substrate connection Hardware connection
ID# SYS-IND-CBL
System Components
Product Suspension Conditions
*Mounting screw not provided
800. 213. 0653 [email protected] csicreative.com Page 2

4. Thread cable through grommet 5. Tighten cable gripper and level

1. Screw 90° eyelet to mounting surface 2. Place grommet in holes 3. Thread cable through gripper AIRCRAFT CABLE: INSTALLATION ID# SYS-IND-CBL
-

[
3$5.,1*&$/&8/$7,21

(
3$5.,1*/27

&203$&767$//6 67$1'$5'67$//6 9$1$&&(66,%/(67$//6 67'$&&(66,%/(67$//6 727$/67$//6216,7( 3(56$&5$0(172&,7<&2'(7$%/(%$66(0%/< &8/785$/85%$1',675,&75(48,5('5(48,5('180%(52)67$//6 63$&(3(52&&83$1763(56$&5$0(172&,7<&2'(* 2))675((79(+,&/(3$5.,1*0$<%(5('8&('%<!0,/(%87/(667+$10,/()520&(17(52)/,*+75$,/3/$7)250*/2%($9(18(($67$1':(67%281'/,*+75$,/67$7,216$5(a$1'0,/(6)520352-(&76,7(7+(5()25(:,7+5('8&7,21 5(48,5('3$5.,1*67$//6 727$/2&&83$176 [ 02725&<&/(67$//63529,'('! 5(48,5('3$5.,1*67$//63$5.,1*67$//63529,'('! 2. $&&(6,%/(67$//6
3(5&%&7$%/(%727$/180%(52)67$//6
5(48,5('180%(52)$&&(66,%/(67$//6 3(5&%&%$&&(66,%/(67$//63529,'(' 2.3(5%)25(9(5<$&&(66,%/(3$5.,1*67$//6$7/($67
6+$//%(9$13$5.,1* 9$13$5.,1*67$//5(48,5('$1'3529,'('&203$&767$//

127(
3(56$&5$0(172&,7<&2'(&+$37(5)%83722)$//5(48,5('$1'1215(48,5('9(+,&/(3$5.,1*63$&(6(;&/8',1*$&&(66,%/(63$&(60$<%(6,=(')25&203$&7&$563(567$1'$5'67$//:,'7+,6 :,'(;
/21*0,1&203$&767$//:,'7+,6
:,'(;
/21*0,1&203$&7'(*67$//,6
:,'(;
/21*0,1&$/&8/$7,21
727$/67$//6
127,1&/8',1*$&&(66,%/(67$//6
; 0$;,080352326('&203$&73$5.,1*67$//6 2. %,.(3$5.,1*

127(
3(56$&5$0(172&,7<&2'(7$%/(&)25$66(0%/<86(6+2577(50%,.(3$5.,1*63$&(66+$//%(3529,'(')252)2&&83$1&<&$/&8/$7,21 727$/2&&83$176
; 6+2577(50%,.(3$5.,1*5(48,5('

(;,67,1*%,.(&$3$&,7<5$&.

%,.(&$3$&,7<5$&.63529,'('

%,.(&$3$&,7<5$&.63529,'(' 6+2577(50 2.
)25/21*7(50%,.(3$5.,1*63$&(3(5(03/2<((62563$&(6:+,&+(9(5,6*5($7(5,65(48,5('/21*7(50%,.(3$5.,1*67$//63529,'(')2567$)),16,'(7+(%8,/',1*,16725$*(5220 02725&<&/(3$5.,1*

67$//6352326('!5(48,5(' 2.3(56$&5$0(172&,7<&2'()02725&<&/(63$&(66+$//%($0,1,0802) :,'($1'
/21*
*(1(5$/127(6
6((&,9,/'5$:,1*6)25*5$',1*$1'87,/,7<'(6,*1 6((/$1'6&$3((/(&75,&$/$1'),5(3527(&7,216,7(3/$16)25$'',7,21$/ ,1)250$7,21
6(($
)25$'',7,21$/6,*1$*(5(48,5(0(176 $//675,3,1*6+2:1213/$1,61(::,'(675,3,1* '21276&$/('5$:,1*6 $&&(666,7(3/$1/(*(1'
(;,67,1*%8,/',1*72%(02'(51,=('3523(57</,1(
(
),5($&&(66/$1(

(
),5(+<'5$17),5('(3$570(17&211(&7,21
),5($/$50&21752/5220),5(635,1./(55,6(5/2&$7,21%8,/',1*,'6,*1$&&(66,%/(3$7+2)75$9(/$6,1',&$7('213/$1,6$%$55,(5)5(($&&(665287(:,7+287$1<$%5837/(9(/&+$1*(6(;&((',1*%(9(/('$7 0$;,0806/23(259(57,&$//(9(/&+$1*(6127(;&((',1*0$;,080$1'$7/($67,1:,G7+685)$&(,667$%/(),50$1'6/,35(6,67$17&52666/23(,60,1$1'0$;$1'7+(6/23(,17+(',5(&7,212)75$9(/,6/(667+$1$7$//$&&(66,%/(3$7+6

(

)+
)'&
$&&(66,%/(72,/(75220
$
(;,67,1*75((725(0$,1
(;,67,1*$63+$/7725(&(,9(6($/&2$76((63(&6(&7,21 1(:7581&$7(''20(6
6((&
6 '2127(17(56,*1

1(:+,*+:,'(&21&5(7(),5(&85% /$1'6&$3($5($6((/$1'6&$3('5$:,1*6 1(:75((
6((/$1'6&$3(':*6
5(
$
5(
$
6 ',5(&7,21$/$&&(66,*1
5(
$

(;,67,1*&21&5(7(&21&5(7(
$
'(/3$62%/9'
6287+*$7(
5'
'(/3$62%/9'/2&+%5$(5'$//(<

(
%8,/',1*
38%/,&:$<
1 123$5.,1*

(467$//6

12 3$5. 1, *
123$5.,1*

&203$&7
),5(/$1(

),5(/$1(

0,1&/5

5

5

5

(

)+
$

&203$&7
&203$&7

$//*(1'(555
123$5.,1*

*

(
%2//$5'

6

02725&<&/(21/<
*

9,)

9,)
7<3

&203$&7 &203$&7 &203$&7

(467$//6

9,)

'

/2$',1* =21(

$'$
&203$&7 67$)) 21/< &203$&7 67$)) 21/<
&203$&7 67$)) 21/< &203$&7 67$)) 21/<

02725&<&/( 21/<
&203$&7
&203$&7
&203$&7
&203$&7
&203$&7 &203$&7 &203$&7 &203$&7

(467$//6

(4 3$5.,1* 67$//6

(
),5(+<'5$17$7%$;7(567
(43$5.,1*67$//6

:,'(0,1

(467$//6

6 6

0,1 &/5
(467$//6

(4 67$//6

(4
(4
(4
(4 67$//6

* *
*
*
*
* *

.12;%2;
.12;%2;

$

(4 67$//6

0,1
&/5

0,1 &/5

(4
3$5.,1*
67$//6

,17(51$7,21$/6<0%2/2)$&&(66,%,/,7<
,6$

5()(572&
3$,17('%/8(3(5,0(7(5%25'(5$1':+,7($&&(66,%/(675,3,1*$72&675,3(672%(:,'( 123$5.,1*
+(,*+7123$5.,1*7(;7&2/2572%(:+,7(
7581&$7(''20(65()(572&$&&(66,%/(3$5.,1*6,*1$1'32675()(572& 0$;6/23(,1$1<',5(&7,21
7<3
(17,5($&&(66,%/(67$//$1'$,6/(
&85%67235()(5
0$;6/23(,1$1<',5(&7,21
7<3
(17,5($&&(66,%/(67$//$1'$,6/(
72&
(4 (4

(;,67,1*&2/801725(0$,1
3527(&7,13/$&(
(;,67,1*&2/801725(0$,1
3527(&7,13/$&(

$&&(66,%/(

0,1
0,1

0,1

0$;6/23(,175$9(/',5(&7,210$;&52666/23(
+,*+[:,'(&21&5(7(&85%
6((
:,'(675,3,1*&2/25
:+,7(

$

,17(51$7,21$/6<0%2/2)$&&(66,%,/,7<
,6$

5()(572&
123$5.,1*
+,*+123$5.,1*7(;7&2/2572%(:+,7(
&85%6723
5()(572&
$&&(66,%/(3$5.,1*6,*1$1'3267
5()(572&
0$;6/23(,1$1<',5(&7,217<3(17,5(
$5($2)$&&(66,%/(67$//$1'$,6/(
7581&$7(''20(6
5()(572&

$&&(66,%/(

0,1
0,1
9$1$&&(66,%/(

0,1

3$,17('%/8(3(5,0(7(5%25'(5$1':+,7($&&(66,%/(675,3,1*$72&675,3(672%(:,'( (;,67,1*&2/801725(0$,1
3527(&7,13/$&(
(4 (4
(4 (4
0$;6/23(,1',5(&7,212)75$9(/0$;&52666/23(

:,'([+,*+&21&5(7(&85%6(($:,'([+,*+&21&5(7(&85%6(( $

$
5(
$
5(
$
5(
$
5(
$
5(

$
5(
$
5(
$
5(
$
*$7(6&+('8/(
*$7(
*******
*$7(6,=(

[

[

[

[

[

[

[

'(7$,/ 127(6
.12;%2;.12;%2;
63(&
$ $
$
$
$
$ $
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
6,7(3/$1
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

* 6,7(3/$1
*
&,7<2)6$&5$0(172
.& -3
.(<127(/(*(1'
(;,67,1*&2/801725(0$,17<3 1(:&21&5(7(&85%6(('(7$,/ &21&5(7(:+((/6723 6((&,9,/':*6 (;,67,1**$60(7(572%(5(029('&2175$&72572&225',1$7(5(029$/:,7+ 3* (
(;,67,1*:$7(50(7(53527(&7,13/$&( /,*+7,1*),;785( 5()(572(/(&75,&$/':*6 (;,67,1*(;7(5,25/,*+7,1*),;785(725(0$,1 1(:%2//$5' 3$,176$)(7<<(//2: (;,67,1*75$6+(1&/2685($1''225725(0$,13$,17$//'2256$1':$//6 %,.(5$&. 6((63(&6(&7,21
%,.(5$&.
6((63(&6(&7,21

,1*5281'-%2;)25)8785((9&+$5*(56;$&,5&8,76 )8785((93$5.,1*67$// (;,67,1*%$&.)/2:35(9(1725 :,'(:+,7(675,3,1*',$*21$/675,3,1*$72&:,7+123$5.,1*$1' /2$',1*=21(72%(+,*+/(77(5,1*
1(:6,*13267$1')227,1*126,*172%($''(',17+,66&23( ',$*$/9(1,=('67((/*$7(5(&(,9(532673(501)5 +,*+/(77(5,1*
&2/25
:+,7( 3,&1,&7$%/(
6(()851,785(6&+('8/( 02180(176,*1 67((/3,3(6:,1**$7( 6$/9$*('%(1&+72%(5(,167$//('$77+,6/2&$7,21 %$&.)/2:35(9(1725:&$*( 6((&$1'& 7581&$7(''20(6
6((&,9,/':*6' (;,67,1*%,.(5$&.725(0$,1

%,.(&$3$&,7<
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

6,7(3/$1
6&$/(

(1/$5*('$&&(66,%/(3$5.,1* ($67 6&$/(

(1/$5*('$&&(66,%/(3$5.,1* :(67
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

CONCRETE - ASPHALT TRANSITION
PHONE:

CITY OF SACRAMENTO
5730 24TH STREET; BUILDING 4
(916) 808-5877
SACRAMENTO, CA 95822
OWNER

EZRA ROATI
PHONE:

LEAF ENGINEERS
1110 IRON POINT ROAD; SUITE 200
(916) 682-9494
FOLSOM, CA 95630

MEP ENGINEER

ROLAND THOMAS
PHONE:

PBK ARCHITECTS, INC.
1110 IRON POINT ROAD, SUITE 200
(909) 987-0909
FOLSOM, CA 95630

ARCHITECT

KELLY CLANCY
PHONE:

ZFA STRUCTURAL ENGINEERS
601 UNIVERSITY AVE; SUITE 185
(916) 924-7072
SACRAMENTO, CA 95825

STRUCTURAL ENGINEER

DUDLEY MEI

SITE LOCATION

THE SCOPE OF THE WORK AS STATED BELOW IS FOR PLAN

REVIEW PURPOSES ONLY AND DOES NOT CONSTITUTE A DETAILED

AND FULL EXPLANATION OF THE REQUIREMENTS OF THE
CONTRACT DOCUMENTS.

1. REMOVE ENTIRE ROOFING SYSTEM, INCLUDING PARTIAL

REPLACEMENT OF STRUCTURAL SUB-ROOF MATERIAL, AND

INSTALL NEW THERMOPLASTIC MEMBRANE ROOFING

SYSTEM, WITH ALL REQUIRED FLASHING ACCESSORIES FOR
A COMPLETE WATER-TIGHT ROOF SYSTEM.

2. RMEOVE ALL MECHANICAL EQUIPMENT FROM ROOF TO
ACCOMODATE RE-ROOFING. EXISTING ROOF CURBS TO
REMAIN ON MOST PACKAGE ROOFTOP AC UNITS. SEE
SCHEDULE, NOTES AND SECURED AREA DURING REROOFING.

3. AFTER RE-ROOFING IS COMPLETE, RE-INSTALL EXISTING

EQUIPMENT AND/OR REPLACE EQUIPMENT WITH NEW UNITS,
AS CALLED OUT ON THE DRAWINGS. PROVIDE NEW ROOF
TOP EQUIPMENT AND ACCESSORIES AS SHOWN.

ADDITIVE ALTENATIVE #1:

1. REPLACEMENT OF PACKAGE ROOFTOP GAS-ELECTRIC AC
UNITS WITH NEW PACKAGE ROOFTOP HEAT PUMPS.

PROVIDE AND INSTALL NEW HEAT PUMPS PER MECHANICAL
SCHEDULE.

THESE DRAWINGS DO NOT CONTAIN THE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY.

LOCATIONS OF ALL UTILITIES SHOWN ARE APPROXIMATE AND

CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN

EXCAVATING AND TRENCHING ON THIS SITE TO AVOID
INTERCEPTING EXISTING PIPING OR CONDUITS. IT SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL

EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND
TO PROTECT THEM FROM DAMAGE. THE ARCHITECT IS NOT

RESPONSIBLE FOR THE LOCATION OF UNDERGROUND

UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR
DETAILED AND INSTALLED BY ANY OTHER CONTRACT. THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT
SHOULD ANY UNIDENTIFIED CONDITIONS BE DISCOVERED.

THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR

REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED

BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF
THIS WORK.

THESE DOCUMENTS AND THE IDEAS AND DESIGNS

INCORPORATED HEREIN, AS AN INSTRUMENT OF

PROFESSIONAL SERVICE, ARE THE PROPERTY OF PBK
ARCHITECTS, INC., AND ARE NOT TO BE USED, IN WHOLE OR

IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF PBK ARCHITECTS, INC.

THE WORK SHOWN ON THESE DRAWINGS AS EXISTING

CONDITIONS WAS PREPARED FROM INFORMATION FURNISHED

BY THE OWNER AND VISUAL OBSERVATIONS IN THE FIELD BY
THE PBK ARCHITECTS TEAM. WHILE THIS INFORMATION IS

BELIEVED TO BE RELIABLE, PBK ARCHITECTS DOES NOT

GUARANTEE THAT ALL EXISTING CONDITONS HAVE BEEN
VERIFIED. CONTRACTOR IS RESPONSIBLE TO PERFORM ITS

OWN DUE DILIGENCE TO VERIFY EXISTING CONDITIONS PRIOR
TO START OF WORK. PBK ARCHITECTS IS NOT RESPONSIBLE

FOR ANY ERRORS OR OMISSIONS IN WORK DESCRIBED IN

THESE DOCUMENTS AS A RESULT OF UNKNOWN CONDITIONS
DISCOVERED ONCE CONSTRUCTION IS UNDERWAY.

EACH BIDDER SHALL POSSESS AT THE TIME OF BID A CLASS B

OR THE APPROPRIATE CLASS C CONTRACTOR'S LICENSE
PURSUANT TO PUBLIC CONTRACT CODE SECTION 3300 AND
BUSINESS AND PROFESSIONS CODE SECTION 7028.15. THE

SUCCESSFUL BIDDER MUST MAINTAIN THE LICENSE
THROUGHOUT THE DURATION OF THIS CONTRACT.

FIRE SAFETY DURING CONSTRUCTION
GENERAL: FIRE SAFETY DURING CONSTRUCTION SHALL

COMPLY WITH CALIFORNIA FIRE CODE (CFC) CALIFORNIA CODE
OF REGULATIONS (CCR) TITLE 24, PART 9, CHAPTER 5 AND
CHAPTER 33.

ACCESS ROADS: FIRE DEPARTMENT ACCESS ROADS SHALL BE

ESTABLISHED AND MAINTAINED IN ACCORDANCE WITH
CHAPTER 5, SECTION 501.4 AND CHAPTER 33, SECTION 3310.

WATER SUPPLY: WATER MAINS AND HYDRANTS SHALL BE
OPERATIONAL IN ACCORDANCE WITH CHAPTER 5, SECTION
501.4 AND CHAPTER 33, SECTION 3312.

BUILDING ACCESS: ACCESS TO BUILDINGS FOR THE PURPOSE
OF FIREFIGHTING SHALL BE PROVIDED. CONSTRUCTION

MATERIAL SHALL NOT BLOCK ACCESS TO BUILDINGS,
HYDRANTS, OR FIRE APPLIANCES.

ALTERATIONS OF BUILDINGS: SHALL COMPLY WITH APPLICABLE
PROVISIONS OF CHAPTER 33.

DEMOLITION OF BUILDINGS: SHALL COMPLY WITH APPLICABLE
PROVISIONS OF CHAPTER 33.

FIRE WATCH: MAINTAIN FIRE WATCH WHEN REQUIRED BY THE

BUILDING OFFICIAL AND WHEN EXISTING FIRE PROTECTION

SYSTEMS ARE SHUT DOWN FOR ALTERATIONS IN ACCORDANCE
WITH CHAPTER 33, SECTION 3304.5. FIRE WATCH SHALL REMAIN

IN EFFECT UNTIL EXISTING FIRE PROTECTION SYSTEMS ARE

RETURNED TO SERVICE OR AS ALLOWED BY THE BUILDING
OFFICIAL.

PENETRATIONS TO FIRE RATED MATERIALS OR ASSEMBLIES
SHALL BE RESTORED TO EQUAL RATING. FIRE STOP

SYSTEMS AS LISTED BY UNDERWRITERS LABORATORIES
SHALL BE INSTALLED PER FIRE RESISTANCE DIRECTORY. FIRE
STOP SYSTEMS SHALL BE AS SPECIFIED.

NONRESIDENTIAL ENERGY STANDARDS COMPLIANCE
STATEMENT (TITLE 24, PART 6):

THE DESIGN INDICATED HEREIN COMPLIES WITH THE

REQUIREMENTS OF THE ENERGY CONSERVATION STANDARDS
OF TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS. THE

PROPOSED BUILDING(S) WILL BE IN COMPLIANCE WITH THE

ENERGY CONSERVATION STANDARDS PROVIDED IT (THEY) IS
(ARE) BUILT ACCORDING TO THESE DRAWINGS AND

SPECIFICATIONS AND PROVIDED ANY FUTURE IMPROVEMENTS

ARE COMPLETED ACCORDING TO THE REQUIREMENTS OF
TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS. THESE

PLANS AND SPECIFICATIONS HAVE BEEN PREPARED TO

INCLUDE ALL SIGNIFICANT ENERGY CONSERVATION FEATURES
REQUIRED FOR COMPLIANCE WITH THE STANDARDS.

BUILDING AREAS THAT ARE UNCONDITIONED AND/OR NOT
SUBJECT TO THE STANDARDS ARE INDICATED ON THE PLANS.

ENVELOPE MANDATORY MEASURES:

DEFERRED APPROVAL ITEMS:

INSTALLATION OF DEFERRED APPROVAL ITEMS SHALL NOT

BE STARTED UNTIL DETAILED PLANS, SPECIFICATIONS, AND

ENGINEERING CALCULATIONS HAVE BEEN ACCEPTED AND

SIGNED BY THE ARCHITECT OR ENGINEER IN GENERAL

RESPONSIBLE CHARGE OF DESIGN AND SIGNED BY A

CALIFORNIA REGISTERED ARCHITECT OR PROFESSIONAL

ENGINEER WHO HAS BEEN DELEGATED RESPONSIBILITY

COVERING THE WORK SHOWN ON A PARTICULAR PLAN OR

SPECIFICATION AND APPROVED BY THE AUTHORITY HAVING
JURISDICTION.

DEFFERED APPROVAL ITEMS SHALL BE SUBMITTED FOR
REVIEW NO LATER THAN 60 DAYS AFTER THE NOTICE TO
PROCEED.

DEFERRED APPROVAL ITEMS FOR THIS PROJECT ARE THE
FOLLOWING ITEMS:

A. [____NONE_________]

1. 2.

3. 4.

5. 6.

7. 8.

9. INSPECTOR REQUIREMENTS

ONE OR MORE INSPECTORS EMPLOYED BY THE OWNER IN
ACCORDANCE WITH THE REQUIREMENTS OF TITLE 24 OF

THE CALIFORNIA CODE OF REGULATIONS WILL BE
ASSIGNED TO THE WORK. THE INSPECTOR'S DUTIES ARE
SPECIFICALLY DEFINED IN SECTION 4-342 OF SAID TITLE 24, PART 1 AND IN ADDITION SHALL BE AS STIPULATED IN
INTERPRETATION OF REGULATION DOCUMENT IR A-8.

10. A.

ALL WORK SHOWN ON THESE DRAWINGS SHALL COMPLY
WITH THE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE
OF REGULATIONS ( CCR ).

11. CHANGES TO THE APPROVED DRAWINGS AND

SPECIFICATIONS SHALL BE MADE BY AN ADDENDUM OR A

CONSTRUCTION CHANGE DOCUMENT APPROVED BY THE

AUTHORITY HAVING JURISDICTION, AS REQUIRED BY TITLE
24, CCR, PART 1, SECTION 4-338.

12. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND

ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH

CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL
ORDINANCES.

13. DRINKING WATER SHALL COMPLY WITH ALL LOCAL HEALTH
DEPARTMENT REQUIREMENTS.

14. 15. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS

IS THAT THE WORK OF THE ADDITION, ALTERATION OR

RECONSTRUCTION IS IN COMPLIANCE WITH THE
REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF
REGULATIONS. SHOULD ANY COMNDITIONS SUCH AS

DETERIORATION OR NON-COMPLYING CONSTRUCTION

BE DISCOVERED WHICH IS NOT IDENTIFIED BY THE

CONTRACT DOCUMENTS WHERIN THE FINAL WORK

WOULD NOT COMPLY WITH THE REQUIREMENTS OF
TITLE 24, CALIFORNIA CODE OF REGULATIONS, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER
AND THE ARCHITECT OF THE CONDITION IN WRITING.

NECESSARY INFORMATION REQUIRED TO CORRECT THE

CONDITIONS ENCOUNTERED WILL BE ISSUED BY THE
ARCHITECT. A CHANGE ORDER MAY BE ISSUED TO

ADJUST THE CONTRACT SUM OR TIME COMMENSURATE

WITH THE AMOUNT OF ADDITIONAL WORK REQUIRED, IF
ANY. THE CHANGE ORDER SHALL BE APPROVED BY

THE CITY OF SACRAMENTO PRIOR TO

PROCEEDING WITH THE WORK REQUIRED BY THE
CHANGE ORDER.

INSTALLED INSULATING MATERIALS SHALL HAVE BEEN

CERTIFIED BY THE MANUFACTURER TO COMPLY WITH THE
CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL.

ALL INSULATING MATERIALS SHALL BE INSTALLED IN

COMPLIANCE WITH THE FLAME SPREAD RATING AND SMOKE
DENSITY REQUIREMENTS OF TITLE 24, PART 2, CALIFORNIA
CODE OF REGULATIONS, SECTIONS 720 AND 2603.

ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING

ENVELOPE THAT ARE POTENTIAL AND OBSERVABLE SOURCES

OF AIR LEAKAGE SHALL BE CAULKED, GASKETED,
WEATHERSTRIPPED, OR OTHERWISE SEALED.

SITE CONSTRUCTED DOORS, WINDOWS, AND SKYLIGHTS

SHALL BE CAULKED BETWEEN THE UNIT AND THE BUILDING,

AND SHALL BE WEATHERSTRIPPED (EXCEPT FOR UNFRAMED
GLASS DOORS AND FIRE DOORS).

MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL

HAVE AIR INFILTRATION RATES CERTIFIED BY THE
MANUFACTURER IN ACCORDANCE WITH TITLE 24, PART 6,
CALIFORNIA CODE OF REGULATIONS, SECTION 110.6.

MANUFACTURED FENESTRATION PRODUCTS IN THE ENVELOPE

OF THE BUILDING, INCLUDING, BUT NOT LIMITED TO,

WINDOWS, SLIDING GLASS DOORS, FRENCH DOORS,

SKYLIGHTS, CURTAIN WALLS, AND GARDEN WINDOWS MUST

BE LABELED FOR U-VALUE & SHGC IN ACCORDANCE WITH THE
(NFRC) NATIONAL FENESTRATION RATING COUNCIL'S INTERIM
U-VALUE & SHGC RATING PROCEDURE.

DEMISING R-19 WALL INSULATION SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED WALLS (EXCEPT DOORS).

SHEET TYPE

DISCIPLINE
A2.01
1 - SITE PLANS & DETAILS
2 - FLOOR PLANS
3 - ROOF
4 - ENLARGED PLANS
5 - PLAN DETAILS
6 - BUILDING SECTIONS, EXTERIOR/INTERIOR ELEVATIONS
7 - PARTITION TYPES & WALL SECTIONS
8 - CASEWORK DETAILS
9 - WINDOWS, DOORS, FRAME ELEVATIONS & DETAILS
10 - REFLECTED CEILING, FLOOR FINISH PLANS & DETAILS
11 - EQUIPMENT AND FURNITURE PLANS
SEQUENCE (.01 - .99......etc.)

G - GENERAL

C - CIVIL

L - LANDSCAPE

D - DEMO

A - ARCHITECTURAL

S - STRUCTURAL

M - MECHANICAL

P - PLUMBING

FP - FIRE PROTECTION

E - ELECTRICAL

T - TECHNOLOGY

FA - FIRE ALARM

FS - FOOD SERVICE

PARTIAL LIST OF APPLICABLE CODES
2022 California Administrative Code (CAC) ......................................................................... (Part 1, Title 24, CCR) 2022 California Building Code (CBC) ................................................................................... (Part 2, Title 24, CCR) (2021 International Building Code Volumes 1 & 2 with 2022 California Amendments) 2022 California Electrical Code (CEC) .................................................................................. (Part 3, Title 24, CCR) (2020 National Electrical Code with 2022 California Amendments) 2022 California Mechanical Code (CMC) .............................................................................. (Part 4, Title 24, CCR) (2021 IAPMO Uniform Mechanical Code with 2022 California Amendments) 2022 California Plumbing Code (CPC) .................................................................................. (Part 5, Title 24, CCR) (2021 IAPMO Uniform Plumbing Code with 2022 California Amendments) 2022 California Energy Code (CEC) ...................................................................................... (Part 6, Title 24, CCR) 2022 California Fire Code (CFC) ............................................................................................ (Part 9, Title 24, CCR) (2021 International Fire Code with 2022 California Amendments) 2022 California Existing Building Code (CEBC) .................................................................. (Part 10, Title 24, CCR) (2021 International Existing Building Code with 2022 California Amendments) 2022 California Green Building Standards Code (CALGreen) ............................................ (Part 11, Title 24, CCR) 2022 California Referenced Standards Code ....................................................................... (Part 12, Title 24, CCR)

CODES & STANDARDS
1 A9.00
1 A9.00

DETAIL SECTION

DETAIL ENLARGEMENT

A GRID / COLUMN LINE
12'-0"
6'-6" 5'-6" DIMENSIONS
NOTE: ALL DIMENSIONS TO FACE OF STUD /

OF COLUMN UNLESS NOTED OTHERWISE

EXISTING PARTITION

FLOOR / DATUM LINE
NAME

ELEVATION
106B DOOR DESIGNATION

WINDOW DESIGNATION
A
N

NORTH ARROWS

REFERENCE
NORTH
TRUE
NORTH

REVISION / REVISION NUMBER
1 MATCH LINE
1 / A2.00
0101 CONSTRUCTION KEYNOTE

CONCRETE

PLYWOOD

WOOD FRAMING -

CONTINUOUS

WOOD FRAMING -

INTERMITTENT (BLOCKING)

RIGID INSULATION

GYPSUM BOARD

BATT INSULATION

DEMOLITION
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT

REVISIONS
PBK.com
DRAWN BY: CHKED BY: NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF ASSESSMENT AND REPAIR

CONSTRUCTION DOCUMENTCONSTRUCTION DOCUMENT
C
9/6/2023 5:30:47 PM
: U\ s
ers\k
c
al n
c
y
D\ o
c
u
m
e
nts
N\ S
H
L
_
k
elly.c
al n
c
y
Y
S
Z
4 T.rvt

COVER SHEET &

SHEET INDEX
06/23/2023
220389
CITY OF SACRAMENTO 1122 DEL PASO BLVD SACRAMENTO, CA 95815 G0.00 - COVER SHEET & SHEET INDEX
G0.00 CITY OF SACRAMENTO
KC BL
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN
TRUE
NORTH
PLAN
NORTH

GENERAL NOTES PROJECT TEAM
N
VICINITY MAP 1" = 100'-0"

DEFERRED APPROVAL ITEMS
NTS

SCOPE OF WORK

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESMENT AND REPAIR

CITY OF SACRAMENTO
06/23/2023
NONE.

STAMP
C-27933

BILL LOUIE
05/31/23

L I CENSED ARCH I TECT

STATE OF CA L I FORN I A

GENERAL
G0.00 COVER SHEET & SHEET INDEX

ARCHITECTURAL
A3.00 DEMOLITION ROOF PLAN
A3.01 NEW ROOF PLAN
A10.02 ROOF DETAILS
A10.03 ROOF DETAILS
STRUCTURAL *
S0.1 GENERAL NOTES & TYPICAL DETAILS
S2.2 ROOF FRAMING PLAN
S3.1 TRUSS ELEVATIONS & SCHEDULES
S4.1 FRAMING DETAILS
MECHANICAL *
M0.00 MECHANICAL INDEX, NOTES, CODES, SCHEDULES
M0.01 MECHANICAL SCHEDULES
M3.01 MECHANICAL ROOF PLAN - DEMOLITION BASE DESIGN
M3.01A MECHANICAL ROOF PLAN - DEMOLITION (ADDITIVE ALTERNATE) M3.02 MECHANICAL ROOF PLAN - NEW BASE DESIGN
M3.02A MECHANICAL ROOF PLAN - NEW ADDITIVE ALTERNATE
M3.03 MECHANICAL PIPING - DEMOLITION BASE DESIGN
M3.04 MECHANICAL PIPING - NEW BASE DESIGN
M6.01 MECHANICAL DETAILS
M7.01 TITLE 24 DOCUMENTATION - BASE DESIGN
M7.02 TITLE 24 DOCUMENTATION - ADDITIVE ALTERNATE #1
M7.03 TITLE 24 DOCUMENTATION - ADDITIVE ALTERNATE #1
M7.04 TITLE 24 DOCUMENTATION - ADDITIVE ALTERNATE #1
ELECTRICAL *
E0.0 ELECTRICAL COVER SHEET
E2.01 ELECTRICAL FLOOR PLAN
E2.02 ELECTRICAL FLOOR PLAN - ADDITIVE ALTERNATE #1
E3.01 ELECTRICAL DEMOLITION ROOF PLAN BASE DESIGN
E3.02 ELECTRICAL DEMOLITION ROOF PLAN ADDITIVE ALTERNATE #1 E4.01 ELECTRICAL ROOF PLAN - NEW (BASE DESIGN)
E4.02 ELECTRICAL ROOF PLAN - NEW (ADDITIVE ALTERNATE #1) E6.01 ONE LINE DIAGRAM & NEW PANEL SCHEDULES - BASE DESIGN E6.02 ONE LINE DIAGRAM & NEW PANEL SCHEDULES (ADD ALTERNATE #1) E6.03 EXISTING PANEL SCHEDULES - BASE DESIGN
E6.04 EXISTING PANEL SCHEDULES - ADDITIVE ALTERNATE #1
TOTAL: 33

DRAWING INDEX

SHEET NUMBERING

TYP TYPICAL
U.N.O. UNLESS NOTED

OTHERWISE

UR URINAL
V VENT
V.I.F. VERIFY IN FIELD

VCT VINYL COMPOSITION TILE

VENT VENTILATING, VENTILATED

VER VERIFY

VERT VERTICAL

VWC VINYL WALL COVERING

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WOVEN WIRE MESH
ے ANGLE
PWD /
PLYWD

PLYWOOD

QT QUARRY TILE

R / RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE / REF REFER TO / REFERENCE /
SEE

RECP RECEPTACLE

REINF REINFORCE (D), (ING)

REQ'D REQUIRED

RES RESILIENT

REV REVISION (S), REVISED

SC SEALED CONCRETE

SCHED SCHEDULE

SD SOAP DISPENSER

SECT SECTION

SHT SHEET

SIM SIMILAR

SND SANITARY NAPKIN

DISPOSAL

SPC SPECIAL COATING SYSTEM

SPEC SPECIFICATION (S)

SQ SQUARE

SS STAINLESS STEEL

STL STEEL
STR /
STRUCT

STRUCTURAL

SUSP SUSPENDED

SVF SHEET VINYL FLOORING
T.O. TOP OF
T.O.M. TOP OF MASONRY
T.O.P. TOP OF PARAPET
T.O.S. TOP OF STEEL

TB TACK BOARD

TEL TELEPHONE

TERR TERRAZZO

THK THICK (NESS)

MB MARKER BOARD

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL,

PLUMBING

MEPT MECHANICAL, ELECTRICAL,

PLUMBING, TECHNOLOGY

MEZZ MEZZANINE
MFR /
MANUF

MANUFACTURE (R)

MIN MINIMUM

MISC MISCELLANEOUS

MOD MODULAR

MTL METAL
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
NO. NUMBER

NOM NOMINAL
O.C. ON CENTER (S)
O.C.E.W. ON CENTER EACH WAY
O.D. OUTSIDE DIAMETER
O.H. OPPOSITE HAND

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OPNG OPENING

OPP OPPOSITE
P. LAM /
PLAM

PLASTIC LAMINATE

PCC PORTLAND CEMENT

CONCRETE PAVING

PKG PARKING

PL PLATE

PLUMB PLUMBING

POL POLISHED

PR PAIR

PREFIN PRE-FINISHED

PT POINT

PT PRESSURE-TREATED

PTD PAINTED

FHC FIRE HOSE CABINET

FIN FINISH (ED)

FIXT FIXTURE

FLR FLOOR (ING)

FLUOR FLUORESCENT

FRP FIBER-REINFORCED

PLASTIC

GA GAUGE

GALV GALVANIZED

GCMU GLAZED CONCRETE

MASONRY UNIT

GEN GENERAL

GI GALVANIZED IRON

GL GLASS / GLAZING

GL GLASS

GR GRADE

GTP GLAZED TILE PAVER

GYP GYPSUM DRYWALL

HM HOLLOW METAL FRAME

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION,

AIR CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

INSUL INSULATE (ED), (ION)

INT INTERIOR

IPS IRON PIPE SIZE

JT JOINT

LA LANDSCAPED AREA

LAM LAMINATE (D)

LAV LAVATORY

LT LIGHT

LT WT LIGHTWEIGHT
M.O. MASONRY OPENING

MAS MASONRY

MATL MATERIAL (S)

MAX MAXIMUM

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPRESSIBLE

CONC CONCRETE

COND CONDITION

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET (ED)

CT CERAMIC TILE

CTSK COUNTER SINK

CW COLD WATER

D DRYER
D.A. DISABLED ACCESS(IBILITY)

DF DRINKING FOUNTAIN
DIA / Ø DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION (HEIGHT)

ELEC ELECTRICAL

ELECT ELECTRICAL

ELEV ELEVATION (DRAWING)

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET
A.F.F. ABOVE FINISH FLOOR
A.F.G. ABOVE FINISH GRADE
A.H.J. AUTHORITY HAVING

JURISDICTION

AC ASPHALT CONCRETE

PAVEMENT

ACC ACCESSIBLE,

ACCESSIBILITY

ACP ACOUSTICAL PANEL

ACT ACOUSTICAL TILE

AD AREA DRAIN

ADA AMERICANS WITH

DISABILITIES ACT
ADA 2010 ADA STANDARDS FOR

ACCESSIBLE DESIGN

ADAAG AMERICANS WITH

DISABILITIES ACT

ACCESSIBILITY

GUIDELINES

ADJ ADJACENT

ALT ALTERNATE

ALUM ALUMINUM

ASPH ASPHALT
B.O.D. BOTTOM OF DECK

BD BOARD

BLDG BUILDING

BLK BLOCK

BM BEAM

BUR BUILT-UP ROOF

C CHANNEL
CAB,
CABT

CABINET

CBC CALIFORNIA BUILDING
CODE / TITLE 24,

CALIFORNIA CODE OF

REGULATIONS

CFMF COLD-FORMED METAL

FRAMING

CFSF COLD-FORMED STEEL

FRAMING

ABBREVIATIONS

DWG CONVENTIONS
# DESCRIPTION DATE
05/08/2023 09/07/2023
09/06/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY

SPECIAL INSPECTION

REQUIRED
By:

City of Sacramento Plan Review

APPROVED
Saul Moran on Sep 28, 2023 LIFE SAFETY By: APPROVED City of Sacramento Plan Review FIRE DEPARTMENT PENDING FIELD INSPECTION Morten Myers on Sep 28, 2023 CONSULTANT By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.
11 AA
BB
CC
DD
EE
FF
GG
HH
223344556677889910
10 11
11 12
12 13
13 N
2301
RIDGE
(E) SLOPE
(E) SLOPE
(E) SLOPE
(E) SLOPE
(E) SLOPE
(E) SLOPE
(E) SLOPE
(E) SLOPE
(E) SLOPE (E) SLOPE
(E) SLOPE (E) SLOPE
0601
RIDGE
(E) SLOPE
2304
0701 0701
2304
2601
0601
0601
D.S. D.S. D.S. D.S. D.S.

D.S. D.S
2601
D.S.
0705
0701
0701
0600
TYP.
2306
D.S.
0705
0705
0705
0705
0801
TYP
0705 0705
0705
2308

ROOF PLAN LEGEND

SKYLIGHT AND CURB TO BE REMOVED

MECHANICAL EQUIPMENT TO BE REMOVED DURING
RE-ROOFING. SEE MECHANICAL DWGS FOR UNIT
SPECIFICS. REMOVE ASSOCIATED FLASHING AND
UTILITY LINES. CURB TO REMAIN.

MECHANICAL EXHAUST FAN / OUTSIDE AIR INTAKE
HOOD TO REMAIN. REMOVE FROM CURB, STORE AND

PROTECT FOR RE-INSTALLATION

TUBE SKYLIGHT TO REMAIN

MECHANICAL EXHAUST FAN AND CURB TO BE
REMOVED.

VENT PIPE TO REMAIN

EXISTING ITEM TO DEMOLISHED
(E) SINGLE PLY ROOFING TO BE REMOVED,

INCLUDING ALL PERIMETER METAL EDGE
FLASHING/STOPS, WHERE OCCURS. SEE
STRUCTURAL FOR SUB-ROOF REPLACEMENT.

METAL PARAPET CAP COPING TO BE REMOVED.

GENERAL SHEET NOTES

1. CONTRACTOR TO PROVIDE A SECURED AND PROTECTED

TEMPORARY ENCLOSURE WITHIN THE WEST SIDE PARKING

LOT AREA TO STORE AND PROTECT EXISTING MECHANICAL

UNITS AND FANS THAT ARE TO BE RE-INSTALLED AFTER NEW
ROOFING SYSTEM IS COMPLETE. COORDINATE EXACT
LOCATION WITH THE OWNER.

ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT

REVISIONS
PBK.com
DRAWN BY: CHKED BY: NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF ASSESSMENT AND REPAIR

CONSTRUCTION DOCUMENTCONSTRUCTION DOCUMENT
C
5/8/2023 1:22:10 PM
: U\ sers\kc al ncy D\ ocuments N\ SHL_kelly.c al ncyYSZ4T.rvt

DEMOLITION

ROOF PLAN
05/08/2023
220389
CITY OF SACRAMENTO 1122 DEL PASO BLVD SACRAMENTO, CA 95815 A3.00 - DEMOLITION ROOF PLAN
A3.00 CITY OF SACRAMENTO
KC BL
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN
TRUE
NORTH
PLAN
NORTH
1 SCALE: 1/8" = 1'-0"

DEMOLITION ROOF PLAN

KEYNOTE LEGEND
0600 (E) SKYLIGHT AND CURB TO BE REMOVED AND INFILLED PER STRUCTURAL DWGS 0601 CUT AND REMOVE SUB-ROOF MATERIAL FOR NEW MECHANICAL UNIT. 0701 REMOVE METAL GUTTER AND DOWNSPOUTS, INCLUDING SHEET METAL FLASHING BEHIND GUTTER
0705 METAL PARAPET CAP COPING TO BE REMOVED AND REPLACED 0801 (E) TUBE SKYLIGHT TO REMAIN
2301 (E) MECHANICAL UNIT TO BE REMOVED AND REPLACED; SEE MECHANICAL DWGS 2304 REMOVE CURB AT THIS LOCATION
2306 (E) MECHANICAL EXHAUST FAN AND CURB TO BE REMOVED AN REPLACED, SEE MECH DWGS
2308 (E) MECHANICAL EXHAUST FAN AND CURB TO BE REMOVED AND INFILLED, SEE MECH DWGS
2601 TEMPORARILY DISCONNECT AND REMOVE CONDUIT ON PARAPET WALL AND PREP FOR

REINSTALLATION
STAMP
C-27933

BILL LOUIE
05/31/23

L I CENSED
A

RCH I TECT
STATE
OF
CA L

I FORN I A
# DESCRIPTION DATE
ARCHITECT PBK, Inc.

PBK.com

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF ASSESSMENT AND REPAIR CITY OF SACRAMENTO1122 DEL PASO BLVDSACRAMENTO, CA 95815CONSTRUCTION DOCUMENT FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN
TRUE
NORTH
PLAN
NORTH
09/07/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
By:

City of Sacramento Plan Review

APPROVED
Saul Moran on Sep 28, 2023 LIFE SAFETY
By:

AT UPPER ROOF
RIDGE
(E) SLOPE
(E) SLOPE
(E) SLOPE
(E) SLOPE
(E) SLOPE
(E) SLOPE
(E) SLOPE
(E) SLOPE(E) SLOPE
(E) SLOPE
(E) SLOPE
(E) SLOPE
0602
(E) SLOPE
RIDGE
2303
0703
0703
0703
0703 0703
0703
0702
0702
6 A10.02
17 A10.02
7 A10.02
11 A10.02
6 A10.02
0703
23 A10.02
22 A10.02
22 A10.02
17 A10.02
21 A10.02

AT LOWER ROOF

AT LOWER ROOF
8" WIDE

GRAVEL STOP
SCPUPPER.

MATCH (E)

LOCATION
11 A10.02

AT UPPER
ROOF
0702
6 A10.02
6 A10.02
12 A10.02

SIM, TYP
SIM
(E) SLOPE
2602
2302
20 A10.02
1101
0704
TYP.
12 A10.02
6 A10.02
0603
2305
4 A10.02
17 A10.02
22 A10.02
D.S.

D.S. D.S.

D.S.

D.S. D.S
D.S. D.S.
0702
1101 D.S. D.S.
2307
2307
1101
1101
D.S.
2309
2302
2 0704
TYP.
0704
TYP.

ROOF PLAN LEGEND
INFILL DEMO'D SKLYLIGHTS. SEE STRUCTURAL DWGS

ROOFING OVER LOCATION PER DETAIL

NEW -OR- RE-INSTALLED MECHANICAL EQUIPMENT ON
NEW -OR- EXISTING CURB. SEE MECHANICAL DWGS
FOR UNIT SPECIFICS. SEE DETAIL
REINSTALL (E) EXHAUST FAN / AIR INTAKE HOOD. SEE

SIMILAR DETAIL
(N) GUTTER AND DOWNSPOUT LOCATION TO
MATCH EXISTING.
(N) EXHAUST FAN AND CURB
(N) AIR INTAKE HOOD ON (N) CURB
(N) THERMOPLASTIC MEMBRANE ROOFING
SYSTEM. SEE SPEC SECTION 07 54 19, AND

SYSTEM DETAIL

VENT PIPE TO REMAIN
TUBE SKYLIGHT SEE DETAIL 6 / A10.03
6 / A10.03
5 / A10.02
1 / A10.02
1 / A10.02
11 / A10.02
8 / A10.03
5 / A10.03
6 / A10.03
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT

REVISIONS
PBK.com
DRAWN BY: CHKED BY: NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF ASSESSMENT AND REPAIR

CONSTRUCTION DOCUMENTCONSTRUCTION DOCUMENT
C
9/12/2023 8:42:51 AM
: U\ sers\kc al ncy D\ ocuments N\ SHL_kelly.c al ncyYSZ4T.rvt

NEW ROOF PLAN
06/23/2023
220389
CITY OF SACRAMENTO 1122 DEL PASO BLVD SACRAMENTO, CA 95815 A3.01 - NEW ROOF PLAN
A3.01 CITY OF SACRAMENTO
KC BL
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN
TRUE
NORTH
PLAN
NORTH
1 SCALE: 1/8" = 1'-0"

ROOF PLAN

KEYNOTE LEGEND
0602 INFILL NEW SUB-ROOFING AT REMOVED EXHAUST FAN. SEE STRUCTURAL 0603 REMOVE AND REPLACE WOOD FASCIA TRIM UNDERNEATH GRAVEL STOP FLASHING. 0702 (N) METAL GUTTER AND DOWNSPOUTS, INLUDING SHEET METAL WALL FLASHING BEHIND GUTTER. REINSTALL DOWNSPOUTS AT SIMILAR LOCATIONS TO (E). SEE DETAIL 0703 METAL PARAPET COPING SYSTEM. SEE DETAIL
0704 3'-0" WIDE WALKING PAD SEE DETAIL
1101 NON-PENETRATING FALL PROTECTION SYSTEM; SEE SPEC SECTION 11 24 29 2302 NEW MECHANCIAL UNIT, SEE STRUCTURAL FOR UNDER ROOF BLOCKING FOR (N) MECHANICAL CURB.
2303 MECHANICAL PLATFORM ONLY; NO UNIT. SEE MECHANICAL DRAWINGS. 2305 (N) MECHANICAL CURB FOR FUTURE EXHAUST FAN. SEE MECHANCIAL DRAWINGS. SEE

SIMILAR DETAIL
2307 HOSE BIB, SEE MECHANICAL DWGS.
2309 NEW EXHAUST FAN TO BE INSTALL AT SAME LOCATION AS (E) 2602 REINSTALL LIGHTING CONDUIT ON PARAPET WALL
STAMP
C-27933

BILL LOUIE
05/31/23

L I CENSED
A

RCH I TECT
STATE
OF
CA L

I FORN I A
# DESCRIPTION DATE
2 PLAN CHECK CYCLE #2 09/06/2023
05/08/2023 09/07/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
By:

City of Sacramento Plan Review

APPROVED
Saul Moran on Sep 28, 2023 LIFE SAFETY
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.
2"
METAL, FASTEN 16" O.C
FOR FASCIAS GREATER THAN 8" INSTALL IN TWO SECTIONS
INCREASED TO 8".

TORTION IS ACCEPTABLE, FACE DIMENSION MAY BE
DISTORTION FROM "OIL CANNING." IF SURFACE DISMAX FACE DIMENSION SHOULD BE 5" TO PREVENT NOTES:

GAUGE THICKER THAN FASCIA

CONTINUOUS HOOK STRIP ONE
OVER EXP. JOINT
6" WIDE TPA STRIP WELDED
1/4" EXP. JT.
3/4" MIN.

ROOF DECK

TREATED WOOD NAILER

HEMMED EDGE

GRAVEL STOP WITH

TPA COATED METAL

USE FOIL TAPE AS

BOND BREAKER
4" TYP.
4" MIN.

NOTE 1
SEE
1)
2)
METAL, FASTEN 16" O.C.

GAUGE THICKER THAN FASCIA

CONTINUOUS HOOK STRIP ONE
1/4" EXP. JT.
6" WIDE TPA STRIP WELDED
OVER EXP. JOINT
NOTES:

MAX FACE DIMENSION SHOULD BE 5" TO PREVENT
DISTORTION FROM "OIL CANNING." IF SURFACE DISTORTION IS ACCEPTABLE, FACE DIMENSION MAY BE INCREASED TO 8".

FOR FASCIAS GREATER THAN 8" INSTALL IN TWO SECTIONS

ROOF DECK

WOOD NAILER SECURED

HEMMED EDGE

GRAVEL STOP WITH

TPA COATED METAL

BOND BREAKER
4" TYP.
4" MIN.

NOTE 1
SEE

USE FOIL TAPE AS
1)
2)
3/4" MIN.

HEAT WELDED LAP
TPA FASTENERS 12" O.C.
36" MAX.

SEE SPECIFIC WALL TERMINATION

TPA MEMBRANE

TPA ADHESIVE

HEAT WELDED LAP

SPECIFIED FASTENER AND PLATE

ROOF RRAMING

TPA FLASHING MEMBRANE

FULLY ADHERED TO SUBSTRATE

WITH TPA BONDING ADHESIVE

PLYWOOD SHEATHING
(E) ROOF STRUCTURE

AND BATT INSULATION
1/4" DENSDECK
MIN 2" RIGID INSULATION

TPA MEMBRANE

TPA FLASHING MEMBRANE
12"MIN.
2" MIN.

VARIES WITH SLOPE

HEAT WELDED LAP

CONTINUE FELT UNDERLAYMENT

OVER TPA MEMBRANE
MIN. 2" RIGID INSULATION

SPECIFIED FASTENER

AND PLATE
(E) ROOF STRUCTURE AND

BATT INSULATION

PLYWOOD SHEATHING
1/4" DENSDECK
8" MIN. VERTICAL

FLASHING HEIGHT

TPA BONDING ADHESIVE

TPA UNREINFORCED MEMBRANE

STAINLESS STEEL CLAMP

TREMSEAL SEALANT

TPA MEMBRANE

HEAT WELDED LAP

TUBE SKYLIGHT

SPECIFIED FASTENER AND PLATE
MIN. 2" RIGID INSULATION

PLYWOOD SHEATHING
(E) ROOF STRUCTURE &

BATT INSULATION

ROOF FRAMING
1/4" DENSDECK

TPA MEMBRANE

PREFABRICATED BOOTS ARE AVAILABLE IN SMALL & LARGE SIZES,AND MUST BE USED WHENEVER POSSIBLE TO FLASH PIPES 1" TO 8" IN DIAMETER.

DO NOT CUT PREFABRICATED BOOT. IT MUST BE PULLED OVER

TPA ONE PIECE BOOT

STAINLESS STEEL CLAMP

TPA APPROVED SEALANT
VENT PIPE.

2. 1.

NOTES:

ROOF DECK

HEAT WELDED LAP

VENT STACK
(E) ROOF STRUCTURE AND BATT INSULATION

SPECIFIED FASTENER AND
PLATE
1/4" DENSDECK
MIN. 2" RIGID INSULATION

HEAT WELDED LAP

TPA BONDING ADHESIVE

TPA FLASHING MEMBRANE FULLY

ADHERED TO SUBSTRATE

WITH TPA BONDING ADHESIVE

TPA MEMBRANE

APPROVED SEALANT

TOOLED NEATLY

DO NOT COVER OR BLOCK WEEP HOLES
WITH FLASHING OR SEALANT.

PRESSURE BAR FASTENED @ 8"O.C.

FLASHING MUST BE A MINIMUM OF 8" HIGH.

NOTE:
1)

TF TAPE

ROOF FRAMING
1/4" DENSDECK
(E) ROOF STRUCTURE AND

BATT INSULATION
MIN. 2" RIGID INSULATION

PLYWOOD SHEATHING

TPA MEMBRANE STRIP

TPA MEMBRANE

HEAT WELDED LAP

TPA PLATES & SCREWS
MEMBRANE FASTENER SPACING NOT TO EXCEED 12" O.C.

NOTES:
1/4" DENSDECK

EXISTING ROOF STRUCTURE AND

BATT INSULATION

PLYWOOD SHEATHING
MIN. 2" RIGID INSULATION

1. ALL METAL SURFACES SHALL BE PRIMED BEFORE CONTACT WITH ANY ADHESIVE OR MASTIC.

NOTE:

GUTTER BRACKET 36" O.C.

GUTTER SPACER 36" O.C.

STAGGERED
ALTERNATELY (18") WITH

BRACKETS
STAGGERED 3" O.C.

TPA FLEECE BACKED

WOOD NAILER

MECHANICALLY ATTACH
6" O.C.

SHEET METAL GUTTER

EDGE, MECHANICALLY ATTACH

TPA COATED METAL DRIP

HEAT WELD TPA MEMBRANE

TPA MEMBRANE STRIP

MEMBRANE

SPECIFIED ADHESIVE

ROOF DECK

INSULATION

SHEET METAL FLASHING,
WHERE OCCURS. RETURN

DOWN WALL TO COVER

WALL SUBSTRATE JOINTS,
VERIFY DEPTH.

INSTALL LEAF SCREEN
AT NEW GUTTERS.

SPECIFIED SEALANT

TF TAPE
SAWCUT (E) CEMENT PLASTER AND LATH.

TUCK (N) COUNTERFLASHING METAL UP

UNDER (E) BUILDING PAPER

TPA BONDING ADHESIVE

HEAT WELDED LAP

SURFACE MOUNTED COUNTERFLASHIING
FASTENED 8'' O.C. MINIMUM

TPA FLASHING MEMBRANE
PRESSURE BAR FASTENED @ 8"O.C.

FULLY ADHERED TO SUBSTRATE

WITH TPA BONDING ADHESIVE

TPA MEMBRANE
(E) PLYWOOD

OR MASONRY
+8" MIN ABOVE FINISH ROOF

EXISTING ROOF STRUCTURE AND

BATT INSULATION

PLYWOOD SHEATHING
MIN. 2" RIGID INSULATION
1/4" DENSDECK

ROOF FRAMING

FEILD CUT TPA FLASHING

SEE NOTE THIS SHEET

TPA MEMBRANE
NOTE:

HEAT-WELD A 4" ROUND FIELD CUT TPA FLASHING
MEMBRANE(UNREINFORCED).

CENTER THE FLASHING OVER EACH T-JOINT ON A
60-MIL THICK OR GREATER MEMBRANE (AS SHOWN).
(E) ROOF STRUCTURE

AND BATT INSULATION
2" RIGID INSULATION

SPECIFIED ADHESIVE
TPA MEMBRANE COVER STRIP 6" WIDE

HEAT WELDED LAPS

TPA MEMBRANE
6" MIN.

A
A

ROUND ALL CORNERS
1/4" DENSDECK

ROOF FRAMING

PLYWOOD SHEATHING
4"
1/4" MAX.
1/8" MIN.

EDGE OF TPA METAL
EXTEND 6" STRIP BEYOND

TPA COATED METAL
2" MAX. FOIL TAPE COVERING

ENTIRE LENGTH OF METAL JOINT
TPA MEMBRANE 6" STRIP
WELD
2" MAX
MIN 1 1/2"

HEAT WELDED LAPS
MECHANICALLY ATTACH 4" O.C.

HEAT WELDED LAPS

TPA MEMBRANE STRIP
4 x 4 CORNER METAL

TPA MEMBRANE

SPECIFIED ADHESIVE

SOLID EXTERIOR

WALL SUBSTRATE

1. ALL FLASHING SHALL BE A MINIMUM OF 8" HIGH.

NOTE:

METAL CURB COUNTERFLASHING

TPA MEMBRANE

TPA FLASHING MEMBRANE FULLY

ADHERED TO SUBSTRATE

HEAT WELDED LAP
TERMINATION BAR FASTENED 8" O.C.

TF TAPE TPA BONDING ADHESIVE

SPECIFIED FASTENER AND PLATE

SPECIFIED SEALANT TOOLED NEATLY

ROOF FRAMING
(E) ROOF STRUCTURE

AND BATT INSULATION
1/4" DENSDECK
MIN. 2" RIGID INSULATION

PLYWOOD SHEATHING

TPA ROOFING, PER ROOF SPECS

WALK PAD FULLY ADHERED

METAL COUNTERFLASHING

TF TAPE

METAL THRESHOLD

TPA FLASHING MEMBRANE

HEAT WELDED LAP

SPECIFIED ADHESIVE

SPECIFIED FASTENER AND PLATE
MIN. 2" RIGID INSULATION

PLYWOOD SHEATHING
(E) ROOF STRUCTURE &

BATT INSULATION

ROOF FRAMING

SPECIFIED SEALANT

TF TAPE

SPECIFIED SEALANT

TF TAPE
PRESSURE BAR FASTENED @ 8" O.C.

SURFACE MOUNTED COUNTERFLASHING
FASTENED 8' O.C. MINIMUM

TPA FLASHING MEMBRANE

FULLY ADHERED TO SUBSTRATE

WITH TPA BONDING ADHESIVE

TPA BONDING ADHESIVE

HEAT WELDED UP

TPA MEMBRANE
1/4" DENSDECK

EXISTING ROOF STRUCTURE

AND BATT INSULATION

PLYWOOD SHEATHING
MIN. 2" RIGID INSULATION

TPA ROOFING, PER ROOF SPECS

WITH TPA BONDING ADHESIVE

FULLY ADHERED TO SUBSTRATE

TPA FLASHING MEMBRANE

TPA BONDING ADHESIVE

HEAT WELDED LAP

PARAPET COPING CAP SYSTEM,
WHERE OCCURS. SEE DETAIL

SPECIFIED FASTENER AND PLATE
8 / A10.03
MIN. 2" RIGID INSULATION

PLYWOOD SHEATHING
(E) ROOF STRUCTURE &

BATT INSULATION

ROOF FRAMING
1/4" DENSDECK

EXISTING ROOF STRUCTURE
AND BATT INSULATION. (N) BATT

INSULATION TO MATCH INFILL

FORMER SKYLIGHT LOCATIONS,

WHERE OCCURS

TREMCO TPA ROOFING,
PER SPECS.
1/4" DENSDECK
MIN. 2" RIGID INSULATION;

THICKNESS REQUIRED TO
REACH R-10 MIN. ADD

TAPERED INSULATION

SECTIONS AS NEEDED TO
MAINTAIN 1/4" PER FOOT
MIN. ROOF SLOPE ACROSS
ENTIRE ROOF.

PLYWOOD SHEATHING,
REF. STRUCTURAL.

NOTE: REPLACE ALL 1X10

WITH PLY AND REPLACE

ALL DAMAGED PLYWOOD
(APPROX. 50%)

REMOVE SKYLIGHT AND ALL

CURBS ENTIRELY, WHERE
OCCURS

EXISTING SKYLIGHT
DOME

INSTALL (N) TUBE SKYLIGHT EXTENDER

TUBE PER MANUFACTURER FOR INCREASED

ROOFING TURN-UP

EXISTING SKYLIGHT TUBE
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT

REVISIONS
PBK.com
DRAWN BY: CHKED BY: NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF ASSESSMENT AND REPAIR

CONSTRUCTION DOCUMENTCONSTRUCTION DOCUMENT
9 1/ 2
2/ 0
2 3
8 4: 2
5: 2
A
M
C: U\ s
ers\k
c
al n
c
y
D\ o
c
u
m
e
nts
N\ S
H
L
_
k
elly.c
al n
c
y
Y
S
Z
4 T.rvt

ROOF DETAILS
06/23/2023
220389
CITY OF SACRAMENTO 1122 DEL PASO BLVD SACRAMENTO, CA 95815 A10.02 - ROOF DETAILS
A10.02 CITY OF SACRAMENTO
KC BL
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN
TRUE
NORTH
PLAN
NORTH
6 SCALE: 12" = 1'-0"

TPA COATED METAL GRAVEL STOP
7 SCALE: 12" = 1'-0"
GRAVEL STOP SCUPPER DETAIL 12 SCALE: 12" = 1'-0"HIGH PARAPET WALL FLASHING DETAIL 23 SCALE: 12" = 1'-0"
MEMBRANE TERMINATION @ SLOPED ROOF
5 SCALE: 12" = 1'-0"
TUBE SKYLIGHT FLASHING 10 SCALE: 12" = 1'-0"PREFABRICATED VENT PIPE FLASHING 15 SCALE: 12" = 1'-0"REGLET METAL COUNTERFLASHING 22 SCALE: 12" = 1'-0"

RIDGE FLASHING
11 SCALE: 12" = 1'-0"

ROOF EDGE WITH GUTTER
17 SCALE: 12" = 1'-0"
WALL FLASHING @ CEMENT PLASTER
3 SCALE: 12" = 1'-0"
T-JOINT 8 SCALE: 3/8" = 1'-0"END LAP DETAIL
14 SCALE: 12" = 1'-0"
BASE FLASHING BUTT JOINT METAL 20 SCALE: 12" = 1'-0"COATED METAL EDGE 25 SCALE: 12" = 1'-0"

CURB FLASHING DETAIL
9 SCALE: 12" = 1'-0"

PARAPET THESHOLD ROOFING
21 SCALE: 3/8" = 1'-0"
WALL FLASHING @ CMU
4 SCALE: 12" = 1'-0"

PARAPET WALL FLASHING
1 SCALE: 1" = 1'-0"
TYP. ROOFING DETAIL
STAMP
C-27933

BILL LOUIE
05/31/23

L I CENSED ARCH I TECT

STATE OF CA L I FORN I A
# DESCRIPTION DATE
05/08/2023 09/07/2023 2
2 PLAN CHECK CYCLE #2 09/06/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
By:

City of Sacramento Plan Review

APPROVED
Saul Moran on Sep 28, 2023 LIFE SAFETY
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

DIRECTION OF SLOPE

PER ROOF PLAN

DIRECTION OF SLOPE

ON CURB OR

MECHANICAL UNIT

ROOF HATCH

MECHANICAL UNIT

ON CURB OR

ROOF HATCH

TPA OVER ROOF
EQUIPMENT CRICKET.
3" DIAMETER SCHEDULE 10
G.I. DOWNSPOUT; PRIMED
AND PAINTED WITH (2) COATS
OF PAINT; COLOR TO BE
WHITE; SEE SPECIFICATIONS
DOWNSPUT STRAPS (2) MINIMUM
PER DOWNSPOUT 1/4" THICK
STEEL MINIMUM.

FINISH GRADE

ELBOW AT DOWNSPOUT
TERMINATION. DRAIN TO
GRADE.

NOTE:

1. MOUNT WITH STANDOFF AND WALL PLATE WITH LAGS, PROVIDE BACKING AT MOUNT.

2. INSTALL DOWNSPOUTS AT SAME QUANTITY AND LOCATIONS AS EXISTING.

WHERE A NEW LOCATION IS IN CONFLICT, FIELD - LOCATE.
(2) 1/4" DIA. LAG SCREWS
w/ 3" EMBED INTO BLKG.

CONDITION @ CMU
WALL
.
3/16
T&F
.
3/16
2" MIN
3/4"
1" TYP. CLR
8" CMU WALL,
3"

VERIFY FINAL DIMENSIONS
IN THE FIELD.
6"
1 3/8"
1/ 1/2"
MAX
4"
1 1/2"
1 1/2"

METAL COPING, SEE SPEC
SECTION 07 62 01

EXTEND ROOF MEMBRANE UNDER FLASHING
MECH. UNIT AND CURB
24 GA. GALV. FLASHING

FRAMING PER STRUCTURAL

TPA MEMBRANE

HEAT WELDED LAP

TPA FLASHING MEMBRANE

TPA BONDING ADHESIVE

SPECIFIED FASTENER AND PLATE

1. USE THIS DETAIL WHEN COUNTERFLASHING IS PART OF THE CURB MOUNTED EQUIPMENT.

NOTE:

TPA UNIVERSAL CORNER
FASTEN 8" O.C. WITH SPECIFIED

FOLD FLASHING OVER CURB AND

TPA FLASHING MEMBRANE

FASTENERS

ROOF SUBSTRATE

2. USE THE SPECIFIED FASTENERS AND PLATE AROUND THE CURB PER WRITTEN SPECIFICATIONS .080'' (12 GA.)
.064'' (14 GA.)
.050'' (16 GA.)
.040'' (18 GA.)

ALUMINUM
3003-H14

EXPOSED FACE
10'' TO 15'' FACE
8'' TO 10'' FACE
UP TO 6'' FACE
6'' TO 8'' FACE
''A'' DIMENSIONS

WITHOUT BRAKES
20 GA.
22 GA.
24 GA.
24 GA.

GALVANIZED IRON

ADD BRAKES

TO STIFFEN
16 OZ.
20 OZ.
16 OZ.

COLD ROLLED
COPPER
COPING
A

CAP FLASHING

AND FASCIA
A
A

VARIATIONS

TPA MEMBRANE
CONT.

HEAT WELDED OUTSIDE EDGE

FEILD SEAM
TPA 3' WIDE

WALKPAD
4"
MIN

TPA WALK PAD HEAT WELDED IN PLACE
ALL 4 SIDES. DO NOT CROSS FIELD SEAMS.

START AND STOP WALK PAD INSTALLATION
2" FROM FIELD SEAM.

NOTE: FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR

INSTALLATION TO ENSURE WARRANTY IS MAINTAINED AT ALL
WALK PAD LOACTIONS.

TPA MEMBRANE CONTINUOUS OVER SHEATHING
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT

REVISIONS
PBK.com
DRAWN BY: CHKED BY: NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF ASSESSMENT AND REPAIR

CONSTRUCTION DOCUMENTCONSTRUCTION DOCUMENT
C
5/8/2023 1:52:46 PM
: U\ sers\kc al ncy D\ ocuments N\ SHL_kelly.c al ncyYSZ4T.rvt

ROOF DETAILS
05/08/2023
220389
CITY OF SACRAMENTO 1122 DEL PASO BLVD SACRAMENTO, CA 95815 A10.03 - ROOF DETAILS
A10.03 CITY OF SACRAMENTO
KC BL
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN
TRUE
NORTH
PLAN
NORTH
7 SCALE: 12" = 1'-0"

ROOF EQUIPMENT CRICKETS
4 SCALE: 1 1/2" = 1'-0"

DOWNSPOUT STRAIGHT
8 SCALE: 1 1/2" = 1'-0"

COPING DETAIL
6 SCALE: 1 1/2" = 1'-0"

MECHANICAL CURB FLASHING
2 SCALE: 12" = 1'-0"

CURB FLASHING DETAIL
3 SCALE: 12" = 1'-0"

GAGE OR THICKNESS GUIDE (MINIMUM)
5 SCALE: 12" = 1'-0"

WALKING PAD
STAMP
C-27933

BILL LOUIE
05/31/23

L I CENSED
A

RCH I TECT
STATE
OF
CA L

I FORN I A
# DESCRIPTION DATE
ARCHITECT PBK, Inc.

PBK.com

KEY PLAN
TRUE
NORTH
PLAN
NORTH
09/07/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
By:

City of Sacramento Plan Review

APPROVED
Saul Moran on Sep 28, 2023 LIFE SAFETY
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

DESIGN CRITERIA:

ROOF LIVE LOAD:

MEZZANINE FLOOR
LIVE LOAD:

RISK CATEGORY:

WIND DATA:

ASCE 7-16
EARTHQUAKE DATA:

ASCE 41-17
EARTHQUAKE DATA:

SCOPE:
2022 CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2 (CBC) AND 2022 CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 10 (CEBC)
20 PSF (REDUCIBLE)
40 PSF (REDUCIBLE)
II
ULTIMATE WIND SPEED (3 SEC GUST) IN MPH: 94
WIND EXPOSURE: B
INTERNAL WIND PRESSURE COEFFICIENT (GCPI) = ±0.18

COMPONENTS AND CLADDING DESIGN PRESSURES FOR SYSTEMS
DESIGNED BY OTHERS SHALL COMPLY WITH THE "ASCE 7-16"

DESIGN STANDARD
DESIGN STANDARD: 2016 AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD (ASCE 7-16)
SEISMIC IMPORTANCE FACTOR, Ió: 1.0
MAPPED SPECTRAL RESPONSE ACCELERATIONS: Sš = 0.541; Sþ =

0.247
SITE CLASS: D (DEFAULT)
SPECTRAL RESPONSE COEFFICIENTS: SŽš = 0.493; SŽþ = 0.347 SEISMIC DESIGN CATEGORY: D
DESIGN STANDARD: 2017 AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD (ASCE 41-17)
SITE CLASS: D (DEFAULT)
LEVEL OF SEISMICITY: HIGH
KNOWLEDGE FACTOR FOR EXISTING COMPONENTS: VARIES PER

COMPONENT
HAZARD LEVEL: BSE-1E

PERFORMANCE OBJECTIVES
STRUCTURAL: LIFE SAFETY
NON-STRUCTURAL: LIFE SAFETY
MAPPED SPECTRAL RESPONSE ACCELERATIONS: Sš = 0.22; Sþ = 0.10 SPECTRAL RESPONSE COEFFICIENTS: Sûš = 0.36; Sûþ = 0.25
RESPONSE SPECTRAL ACCELERATION: Sa = 0.36
HAZARD LEVEL: BSE-2E

PERFORMANCE OBJECTIVES
STRUCTURAL: LIFE SAFETY
NON-STRUCTURAL: NOT CONSIDERED
MAPPED SPECTRAL RESPONSE ACCELERATIONS: Sš = 0.40; Sþ = 0.19 SPECTRAL RESPONSE COEFFICIENTS: Sûš = 0.60; Sûþ = 0.42
RESPONSE SPECTRAL ACCELERATION: Sa = 0.60

VOLUNTARY SEISMIC UPGRADE TO OUT-OF-PLANE WALL
ANCHORAGE PER CALIFORNIA EXISTING BUILDING CODE 2022
SECTION 319.12. NO CLAIM IS MADE THESE IMPROVEMENTS BRING THE BUILDING INTO CURRENT CODE COMPLIANCE. THE INTENT IS TO IMPROVE SEISMIC PERFORMANCE.

ROOF FRAMING REPAIR AND STRENGTHENING TO MEET CURRENT
2022 CBC LOADING CRITERIA.

1. REFER TO SHEETS S0.1 FOR STANDARD DETAILS OF CONSTRUCTION. REFER TO THE PROJECT SPECIFICATIONS FOR MATERIALS AND METHODS.

2. BUILDING DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS (SAD) FOR ALL ACTUAL BUILDING DIMENSIONS. ANY

DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT/ENGINEER SO CLARIFICATION CAN BE MADE PRIOR TO COMMENCING WORK.

3. STRUCTURAL DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS AND FIT SHALL

BE DETERMINED AND VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK.

4. DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHER SIMILAR CONDITIONS.

5. COORDINATION OF MECHANICAL, ELECTRICAL, PLUMBING, AND SITE UTILITY

SYSTEMS WITH THE STRUCTURAL SYSTEM IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. USE DETAILS ON SHEET S0.1. AT CONDITIONS WHERE

THESE DETAILS DO NOT APPEAR TO APPLY, NOTIFY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. AT CONDITIONS WHERE FIELD MODIFICATIONS OF

MECHANICAL, ELECTRICAL, PLUMBING, OR SITE UTILITIES AFFECT STRUCTURAL SYSTEMS, NOTIFY STRUCTURAL ENGINEER PRIOR TO INSTALLATION.

6. VERIFY WEIGHTS AND LOCATIONS OF MECHANICAL UNITS WITH MECHANICAL ENGINEER PRIOR TO PLACEMENT. UNITS VARYING OVER 10% IN WEIGHT SHALL BE

REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION (MECHANICAL WEIGHTS SHOWN ARE MAXIMUM). CONTRACTOR TO VERIFY MECHANICAL UNIT

SIZES AND WEIGHTS AS INSTALLED PRIOR TO INSTALLATION OF SPECIAL FRAMING TO ENSURE CORRECT PLACEMENT UNDER CURBS, ETC. SEE FOR NEW

MECHANICAL UNITS UNO ON PLAN AND FOR NEW REPLACEMENT
MECHANICAL UNITS AT EXISTING CURBS.

7. SHORING AND BRACING DESIGN, MATERIALS AND INSTALLATION SHALL BE

PROVIDED BY THE GENERAL CONTRACTOR, AND SHALL BE ADEQUATE FOR ALL LOADS. LEAVE IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY AND UNTIL FINAL STRUCTURAL CONSTRUCTION IS COMPLETED.

8. SPECIAL INSPECTIONS ARE REQUIRED PER AND THE TESTING AND INSPECTION FORM.

9. VEHICULAR TRAFFIC, HEAVY EQUIPMENT AND MATERIAL STAGING SHALL NOT BE

ALLOWED ADJACENT TO ANY RETAINING/BASEMENT WALL, NEW OR EXISTING

WITHIN A HORIZONTAL DISTANCE EQUAL TO THE WALL HEIGHT MEASURED FROM THE BOTTOM OF FOOTING OR 5’-0” WHICHEVER IS GREATER, UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR NOTED OTHERWISE. WITHIN THIS ZONE, ONLY HAND-OPERATED EQUIPMENT (“WHACKERS”, VIBRATORY PLATES, OR PNEUMATIC COMPACTORS) SHALL BE USED TO COMPACT THE BACKFILL SOILS.

10. SEE MECHANICAL DRAWINGS FOR BASE DESIGN MECHANICAL UNITS AND ADDITIVE ALTERNATE (ADD ALT) OPTIONS.
7/S0.1
D/S0.1
9/S0.1

1. WOOD CONSTRUCTION PER CBC SECTIONS 1705.5, 1705.11.1, AND 1705.12.2

INCLUDING NAILING, BOLTING, AND ANCHORING OF ALL DRAG STRUTS, SIMPSON HARDWARE, AND HOLDOWNS FOR OUT-OF-PLANE WALL ANCHORAGE.

2. SPECIAL CASES PER CBC SECTION 1705.1.1 AND PRODUCT ICC REPORTS FOR ALL

STRUCTURAL MATERIALS AND SYSTEMS REQUIRED TO BE INSTALLED IN

ACCORDANCE WITH ADDITIONAL MANUFACTURER'S INSTRUCTIONS THAT

PRESCRIBE REQUIREMENTS NOT CONTAINED IN THE CBC OR REFERENCED STANDARDS INCLUDING POST-INSTALLED ANCHOR BOLTS IN CMU.

SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY AN APPROVED AGENCY IN ACCORDANCE WITH CBC CHAPTER 17 AND THE STATEMENT OF SPECIAL INSPECTIONS AS REQUIRED BY CBC SECTIONS 1704.2.3 AND 1704.3 FOR BUILDING STRUCTURAL ELEMENTS SUMMARIZED AS FOLLOWS:

1. ALL BEAMS AND JOISTSSHALL BE SEAT CUT FOR FULL UNIFORM BEARING AT SUPPORTS, INCLUDING BEAM SEATS AND COLUMN CAPS.

2. SEE FOR SHEATHING NAILING REQUIREMENTS. ALL NAILING NOT NOTED OR DETAILED OTHERWISE SHALL BE PER . NAIL LENGTH TO BE SUFFICIENT TO MEET CBC PENETRATION REQUIREMENTS. NAILS INTO PRESSURE TREATED MATERIAL SHALL BE HOT DIP GALVANIZED. NAILS AT BORATE TREATED LUMBER MAY BE CLEAR ZINC COATED. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AT EXTERIOR EXPOSURES.

3. EXTERIOR STUD WALL SHALL BE 2x6 @ 16"oc UNLESS NOTED OTHERWISE.

INTERIOR BEARING WALLS AND SHEAR WALLS SHALL BE 2x6 @ 16"oc UNLESS NOTED OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR OTHER INTERIOR WALL FRAMING SIZES. COORDINATE STUD AND PLATE SIZES WITH THE REQUIREMENTS OF THE SHEAR WALL SCHEDULE.

4. WOOD POST SIZES ARE TO MATCH BEAM AND STUD WIDTH, UNO.

5. FOR ROOF DRAINAGE, TOP OF FRAMING BETWEEN NOTED POINTS IS A STRAIGHT LINE.

6. ALL MECHANICAL SUPPLY AND RETURN OPENINGS TO BE BETWEEN FRAMING UNO.

7. JOISTS, RAFTERS, AND BEAMS ARE PER PLAN. UNLESS NOTED OTHERWISE, PROVIDE "LU" HANGER AT FLUSH FRAMING AND "HU" HANGER WHERE HANGER IS SHOWN SKEWED PER PLAN AND/OR HANGER SEAT IS INDICATED TO BE SLOPED.

HANGER SIZE TO BE CORRECT FULL SIZE FOR JOIST SIZE (I.E. LU210 FOR 2x10). FILL ALL NAIL HOLES.

8. ROUND HOLES IN STEEL PLATES TO BE È" OVERSIZE. INSTALL BOLT AT THE CENTER LINE OF THE HOLE. BOLT HOLES IN WOOD SHALL BE ROUND AND Ý" OVERSIZE. CUT OFF BOLT THREADED END FLUSH WITH NUT WHEN REQUIRED BY FINISHES AND 1" MAXIMUM FROM NUT OTHERWISE. PROVIDE STANDARD CUT WASHERS UNDER HEAD AND NUT WHERE BOLT BEARS ON WOOD. USE PLATE OR MALLEABLE IRON WASHERS AT EXPOSED CONDITIONS OR AS INDICATED.

9. ALL BOLTED OR NAILED STRAP CONNECTIONS SHALL HAVE AN EQUAL NUMBER OF BOLTS OR NAILS EACH SIDE OF THE SPLICE JOINT. THE FIRST BOLT OR NAIL FROM

EACH SIDE OF THE SPLICED OR STRAPPED MEMBER SHALL BE EQUIDISTANT FROM THE SPLICE. STRAPS USING 16d NAILS ON 2x MATERIAL TO BE INSTALLED ON THE 1Ï" EDGE OF THE MEMBER.

10. THE CONTRACTOR SHALL VERIFY THAT THE MOISTURE CONTENT OF ALL FRAMING

LUMBER AND SHEATHING MEET THE REQUIREMENTS OF THE SPECIFICATIONS AT THE TIME OF INSTALLATION AND AT CLOSE-IN. THE CONTRACTOR SHALL PROVIDE ALLOWANCE FOR DIFFERENTIAL SHRINKAGE BETWEEN FLOORS, ETC.

11. ALL SHEATHING SHALL HAVE 1/8" GAP AT ALL EDGES AND JOINTS. SEE ROOF SUBSTRATE REMOVAL AND REPLACEMENT SCHEDULE ON S2.1 FOR AREA REPLACEMENT FOR BID. TYPICAL SHEATHING:

A. REMOVE AND REPLACE 100% OF (E) DAMAGED OR DRY ROTTED ROOF SHEATHING WITH (N) ROOF SHEATHING. SHEATHING TO REPLACE (E) DAMAGED OR DRY ROTTED ROOF SHEATHING: APA RATED SHEATHING (40/20) EXP 1 W/ THICKNESS TO MATCH (E) WITH 10d COMMON @ 6"oc EDGES (PEN) AND 12"oc FIELD. LAY PERPENDICULAR TO FRAMING MEMBERS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS.

B. REMOVE AND REPLACE 100% OF (E) 1x10 DECKING WITH (N) ROOF SHEATHING:
ã" APA RATED SHEATHING (48/24) EXP 1 WITH 10d COMMON @ 6"oc EDGES (PEN) AND 12"oc FIELD. LAY PERPENDICULAR TO FRAMING MEMBERS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. 4/S0.1
2/S0.1

ABBREVIATIONS

DOUGLAS FIR

MANUFACTURER

FRAMING

UP TRUSS
HOLE

CHANNEL
AB

BLK/BLKG
BM
BOT
BRG
BTWN
C
CB
¢
CJ
CLG
CLR
CONC
CONN
CONT
CMU
CSK
CW
DBL
DF
DIA or ø
DIAG
DIM
DJ
DL
DN
DO
DWG
EA
EE
EF
ELEC
ELEV
EMBED

ANCHOR BOLT

AIR CONDITIONING

ADJACENT

ALTERNATE
AT

BUILDING

BLOCK/BLOCKING
BEAM
BOTTOM

BEARING

BETWEEN

AMERICAN STANDARD

CARRIAGE BOLT

CENTERLINE

CONTROL JOINT

CEILING
CLEAR

CONCRETE

CONNECTION

CONTINUOUS

COORDINATION

CONCRETE MASONRY UNIT

COUNTERSINK

CUT WASHER
DOUBLE

DOUGLAS FIR

DIAMETER

DIAGONAL

DIMENSION

DOWEL JOINT

DEAD LOAD
DOWN
DITTO

DRAWING
EACH

EACH END

EACH FACE

ELECTRICAL

ELEVATOR/ELEVATION

EMBEDMENT
EQ
EQUIP
EW
(E)
EXP
FDN
FIN
FG
FLR
FN
FOM
FOS
FRMG
FTG
GA
GALV
GLB
GR
HD
HGR
HORIZ
HSB
HSG
HSH
HT
ID
IJ
JST
JT
LGMF
LGMFC
LL
LLV
MAX
MB
EQUAL

EQUIPMENT

EACH WAY

EXISTING

EXPANSION

FOUNDATION
FINISH

FINISH GRADE
FLOOR

FACE NAIL

FACE OF MASONRY

FACE OF STUD

FRAMING

FAR SIDE
GAGE or GAUGE

GALVANIZED

GLUE LAMINATED BEAM
GRADE

HOLD DOWN
HANGER

HORIZONTAL

HIGH STRENGTH BOLT

HIGH STRENGTH GROUT

HORIZONTAL SLOTTED
HEIGHT

INSIDE DIAMETER

I SHAPED WOOD BUILT
JOIST
JOINT

STEEL ANGLE

LIGHT GAGE METAL

FRAMING CONTRACTOR

LONG LEG VERTICAL

MAXIMUM

MACHINE BOLT

LIVE LOAD
MBM
MC
MECH
MFR
MIN
MISC
MIW
MTL
MU
NO or #
NS
NTS
oc
OD
OPNG
OPP
£
PEN
PLF
PNL
PJP
PTDF
PT
R
RFTR
REF
REINF
REQD
REV
RF
SAD
SB
SCHED
SED
SIM
SMD
SPCG
SPEC

METAL BUILDING

MISCELLANEOUS CHANNEL

MECHANICAL

MANUFACTURER

MINIMUM

MISCELLANEOUS

MALLEABLE IRON WASHER
METAL

MECH UNIT
NUMBER

NEAR SIDE

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPENING

OPPOSITE
PLATE or PROPERTY LINE

PANEL EDGE NAIL

POUNDS PER LINEAR FOOT
PANEL

PARTIAL JOINT PENETRATION

PRESSURE TREATED
POINT
RADIUS
RAFTER

REFERENCE

REINFORCING

REQUIRED

REVISION
ROOF

SEE ARCHITECTURAL

SOLID BLOCK

SCHEDULE

SEE ELECTRICAL DRAWINGS

SIMILAR

SEE MECHANICAL DRAWINGS

SPACING

SPECIFICATION
SQ
SS
STD
STIFF
STL
STRUCT
SW
SYM
T&B
T&G
THK
THRD
THRU
TL
TN
TOC
TOS
TOT
TU
TYP
UNO
VERT
VSH
W
W/
W/O
WD
WP
WT
WWR
SQUARE

SELECT STRUCTURAL

STANDARD

STIFFENER
STEEL

STRUCTURAL

SHEAR WALL

SYMMETRICAL

TOP AND BOTTOM

TONGUE AND GROOVE
THICK

THREADED

THROUGH

TOTAL LOAD

TOE NAIL

TOP OF CONCRETE

TOP OF STEEL
TOTAL

TILT UP

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

VERTICAL SLOTTED HOLE

WIDE FLANGE STEEL BEAM
WITH

WITHOUT
WOOD

WORK POINT/WATERPROOF
WEIGHT

WELDED WIRE
ABOVE

BLW BELOW
Lb or # POUND(s)

OW OTHERWISE
or STAINLESS STEEL

TOF TOP OF FRAMING

TOM TOP OF MASONRY

TOP TOP OF PLYWOOD

WELDED THREADED STUD

WELDED HEADED STUD
WELDED

BUILT-UP

LAMINATED VENEER LUMBER

CERTIFIED GLUED LUMBER

INTERIOR

EXTERIOR
WTS
WHS
WLD
BU
LVL
CGL
INT
EXT

LLH LONG LEG HORIZONTAL

FOC FACE OF CONCRETE

HDR HEADER

SHTG SHEATHING

POWER ACTUATED

FASTENERS
PAF

OH OPPOSITE HAND

BN BOUNDARY NAIL

SECTION

HSS HOLLOW STRUCTURAL S AMERICAN STANDARD BEAM

O/ OVER

WS WOOD SCREW

SPD SEE PLUMBING DRAWINGS

PA POST ABOVE

PERP PERPENDICULAR

STGR STAGGERED

DRAWINGS

ES EACH SIDE

LOC LOCATION

NSG NON-SHRINK GROUT

VIF VERIFY IN FIELD

SMS SHEET METAL SCREW

DWL DOWEL

CIP CAST IN PLACE

BYND BEYOND

ADDITIONAL

LSL LAMINATED STRAND LUMBER

DCW DEMAND CRITICAL WELD

SCD SEE CIVIL DRAWINGS

SC SLIP CRITICAL

RET RETAINING

CANT CANTILEVER

SEOR STRUCTURAL ENGINEER OF

SOG SLAB ON GROUND

RWD REDWOOD

MEZZ MEZZANINE
RECORD

SKYLT SKYLIGHT

GB GRADE BEAM

ARCHITECT

CJP COMPLETE JOINT

COL COLUMN

COORD COORDINATE/

LS LAG SCREW

PENETRATION
ABV
AC
ADJ
ADDL
ALT
ARCH
@

BLDG HK HOOK
FS

FOOTING

MF MOMENT FRAME

OWT OPEN WEB TRUSS

ALUM ALUMINUM

KP KING POST

RBS REDUCED BEAM SECTION

SFRS SEISMIC FORCE RESISTING
SYSTEM

HDG HOT-DIP GALVANIZED

PES PANEL EDGE SCREWS
L

REINFORCEMENT

OVS OVERSIZED

DBA DEFORMED BAR ANCHOR

CFS COLD FORMED STEEL

SLD SEE LANDSCAPE DRAWINGS

LWC LIGHTWEIGHT CONCRETE

NWC NORMAL-WEIGHT CONCRETE

BF BRACED FRAME

AYC ALASKAN YELLOW CEDAR

CA CALIFORNIA

DIST DISTANCE

GL GRIDLINE
(N) NEW

N/A NOT APPLICABLE

PSF POUNDS PER SQUARE FOOT

PSL PARALLEL STRAND LUMBER

PSI POUNDS PER SQUARE INCH

1. ORIGINAL CONSTRUCTION DRAWINGS WERE NOT AVAILABLE FOR REVIEW AT THE TIME THESE DOCUMENTS WERE PREPARED. EXISTING BUILDING CONDITIONS

SHOWN ARE ASSUMED BASED ON INFORMATION PROVIDED BY OTHERS, SITE VISITS, AND ASSUMPTIONS BASED ON PROBABLE CONSTRUCTION METHODS.

ACTUAL FIELD CONDITIONS MAY VARY.

2. ALL WORK NOT INDICATED AS EXISTING (E) SHALL BE ASSUMED TO BE NEW (N).

3. ANY REMOVAL, CUTTING, DRILLING, ETC OF EXISTING WORK SHALL BE PERFORMED WITH GREAT CARE. SMALL TOOLS SHALL BE USED IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE STRUCTURE. IF STRUCTURAL MEMBERS OR

MECHANICAL, ELECTRICAL, OR ARCHITECTURAL ELEMENTS NOT INDICATED FOR

REMOVAL INTERFERE WITH THE NEW WORK, THE ARCHITECT/ENGINEER SHALL BE

IMMEDIATELY NOTIFIED AND PRIOR APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OF THE MEMBERS.

4. DO NOT OVER CUT EXISTING WOOD, CONCRETE, MASONRY OR OTHER WORK TO REMAIN. CUTS SHALL BE MADE NEATLY TO A CORNER, THEN ALTERNATE MEANS SHALL BE USED TO REMOVE REMAINING MATERIAL. CONTRACTOR IS RESPONSIBLE

FOR REPAIR/REPLACEMENT OF OVER CUT MATERIAL AS DIRECTED BY THE ARCHITECT AND/OR ENGINEER.

5. EXISTING DAMAGED STRUCTURAL MEMBERS WHICH ARE UNCOVERED SHALL BE REPORTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND REPAIR.

6. EXISTING CONCRETE SURFACE ABUTTING NEW CONCRETE SHALL BE ROUGHENED TO Ë" AMPLITUDE AND THOROUGHLY CLEANED OF DUST, LOOSE AGGREGATE, LAITANCE, ETC.

7. EXISTING REINFORCING AND/OR STEEL EMBEDS THAT ARE EXPOSED DURING

DEMOLITION SHALL BE WIRE-BRUSHED AND FOREIGN MATERIAL REMOVED PRIOR TO PLACEMENT OF NEW CONCRETE.

8. REMODELING REQUIRES ASSUMPTIONS BE MADE REGARDING EXISTING

CONDITIONS WHICH MAY NOT BE VERIFIABLE WITHOUT DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE. THIS ANALYSIS DOES

NOT MAKE ANY GUARANTEE TO THE ADEQUACY OF THE STRUCTURAL DESIGN OF

THE EXISTING BUILDING NOT SPECIFICALLY ADDRESSED IN THE STRUCTURAL CALCULATIONS. ZFA SHALL NOT BE RESPONSIBLE FOR UNSATISFACTORY

PERFORMANCE OF EXISTING PORTIONS OF THE STRUCTURE NOT SPECIFICALLY ADDRESSED IN THE CONSTRUCTION DOCUMENTS.

THRD ROD

DIAMETER

MINIMUM

EMBEDMENT
DEPTH
4Ï"
Ó"
Ï"
- 6Ï"
#4

REBAR SIZE
ANCHOR
TYPE

SIMPSON
SET-XP
(IAPMO ER-265)
ADHESIVE ANCHOR IN FACE OF 2000 PSI MIN CMU
Ñ" #5 5Ñ"
4Ï"
6Ó"
HILTI
HIT-HY 270
(ICC ESR-4143) 5Ñ"
3Í"

ELEVATION

DISTANCE
4" MIN
EDGE

DISTANCE
4" MIN
EDGE
NO INSTALLATION W/IN 1Ï"

OF HEAD JT TYP
EDGE OF CMU WALL 8x8x16

MIN NOMINAL BLK SIZE

NO INSTALLATION W/IN THIS
ZONE

TOP OF CMU WALL
MAX (1) ANCHOR

PER CMU CELL
4" MIN SPCG
TYP
Í"
Ó"
Ï"
Ñ"
NOTES:

1. INSTALL ADHESIVE ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 OF THE CBC AND THE REQUIREMENTS OF THE ICC REPORTS.

2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND LOCATION ARE IN ACCORDANCE W/ THE TABLE ABOVE PRIOR TO INSTALLING ANCHOR.

3. NO CORE DRILLING PERMITTED. USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN A 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED-IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT.

4. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT

ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH,

CMU TYPE, CMU COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), AND CMU THICKNESS.

PILOT
HOLE

DIAMETER
Ð"
Î"
Ó"
Ñ"
Õ"
Ó"
Õ"
#3 Ï" 3Í"Í"
#4
#5
#3
#6
RIM JOIST/BLKG TO TOP £, TOE NAIL

TRUSSES, JOISTS OR RAFTERS AT ALL BEARING POINTS

TOE NAILS EACH SIDE

TRUSSES, JOISTS OR RAFTERS TO SIDE OF STUDS
EIGHT (8) INCH JOISTS OR LESS
FOR EACH ADDITIONAL 4 INCHES OF DEPTH OF JOIST
BLOCKING BETWEEN JOISTS OR RAFTERS:

TO JOIST OR RAFTERS - TOE NAILS EA SIDE, EA END

TO JOIST OR RAFTER BEARINGS - TOE NAILS EA SIDE

BLOCKING BETWEEN STUDS, EACH END TOE NAILS

BRIDGING TO JOIST, TOE NAIL EACH END
2" SUBFLOOR TO JOIST OR GIRDER, BLIND & FACE NAIL

SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL

SOLE PLATE TO JOIST OR BLOCKING AT

BRACED WALL PANELS

TOP PLATE TO STUD, END NAIL

STUD TO SOLE PLATE, TOE NAIL

DOUBLE STUDS AT EXTERIOR WALLS, FACE NAIL

DOUBLE STUDS, FACE NAIL

DOUBLE TOP PLATES, FACE NAIL

TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL

CONTINUOUS HEADER, TWO PIECES

DOUBLE TOP PLATE LAP AT CORNER

CONTINUOUS HEADER TO STUD, TOE NAIL

CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL

CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL

BUILT-UP CORNER STUDS

POST TO SILL/SOLE/TOP PLATE, EACH SIDE TOE NAIL
10d @ 6"oc
(2) 10d
(3) 16d
(1) 16d
(2) 10d
(2) 10d
(2) 10d OR (2) 16d
(2) 8d
(2) 16d
16d @ 16"oc
(3) 16d @ 16"oc
(2) 16d
(4) 8d
16d @ 12"oc
16d @ 24"oc
16d @ 12"oc
(3) 16d
16d @ 16"oc ALONG EACH EDGE
(3) 16d
(4) 8d
(3) 16d
(3) 16d
16d @ 12"oc
(4) 10d

SHTG TO MATCH (E) SHTG

THICKNESS

PEN ALL AROUND
16d @ 6"oc ALL AROUND
2x JOISTS TO MATCH (E)

W/ U HGR EA END
(2) 16d ES ADDL HGR
(E) RAFTERS
2x TO MATCH (E)

ALL AROUND
A35, TYP

SECTION AT CLOSE NAIL SPACING
(3"oc OR LESS SPACING AT FLOOR OR ROOF)
(4"oc OR LESS SPACING AT SHEAR WALL)
NOTE:

SHEATHING SHEETS ARE TO BE AS LARGE AS POSSIBLE. STAGGER SHEETS. JOINTS ARE TO BE CENTERED OVER BEARING. NAIL HEADS SHALL BE DRIVEN FLUSH W/ SHEATHING. MINIMUM SHEATHING SIZE IS 24" WIDTH x 48" LENGTH AT FLOOR AND ROOF, AND 12"x48" AT WALLS.
1Í" MIN PENETRATION AT 8d
1Ï" MIN PENETRATION AT 10d

INTO JST, STUD OR BLKG
É" GAP BTWN PANELS

SECTION AT TYPICAL NAIL SPACING
(4"oc OR MORE SPACING AT FLOOR OR ROOF)
(6"oc SPACING AT SHEAR WALL)

PEN, STGR

ROWS ON

ES OF JT
PEN AT 2x/3x PEN AT 3x
3x
3/8" 1/2"

STGR ALONG

EA ROW OF
PEN
PEN AT 4x
4x
1/2" 3/4"
2x/3x
É" GAP BTWN PANELS
1Í" MIN PENETRATION AT 8d
1Ï" MIN PENETRATION AT 10d

INTO JST, STUD OR BLKG
3/8" AT 2x
3/4" AT 3X PEN TYP
PEN
TYP
PEN
TYP
36" MAX
2x AS REQD W/ A35 EA END
(USE 4x W/ HGR AT MECH

EQUIP ATTACHMENT)

PEN TO FRMG, TYP
4x6 W/ U HGR EA END, 4x4

AT EXHAUST FAN AND

INTAKE HOOD OPNG
(E) RF OR FLR JST

DO NOT CUT
4x6 W/ U HGR
EA END, 4x4 AT

EXHAUST FAN

AND INTAKE

HOOD OPNG
(E) RF OR FLR JST

DO NOT CUT

LOC OPNG BTWN (E) FRMG,

DO NOT CUT (E) FRMG
OPNG
24" MAX ¢ JST TO ¢ JST
NOTE: DO NOT NOTCH OR DRILL

STUDS AND JOISTS WITHIN

D' OR D OF KNOTS IN WOOD
D = DEPTH OF JOIST OR RAFTER
D' = STUD OR PLATE WIDTH
L = CLEAR SPAN
4'-0" MIN FROM
HOLE TO TOP £
SPLICE
ST2122 - CENTER

ON HOLES AND ON
DOUBLE £
¢ MEMBER

AND HOLE

JST OR RAFTER
D'
D' MIN
D/4
D/4
MAX
D/6
MAX
D MIN
D/5 & 2" MAX
2" MIN
2" MIN
L/2 MAX
L/3 MIN
D MIN
3D MAX
D
MAX
D'/3
(E) SISTERED LVL

PER PLAN TYP W/ (E)
SDS SCREWS @
12"oc STAGGERED,
VIF

MECH UNIT, SMD

BM AT MU

PERIMETER

PER PLAN
TYP
(E) 2x10 JST @
24"oc TYP
4x6 BLKG AT
OPNG

PERIMETER TYP
W/ A35 ES EE
4x6 BLKG AT MU

PERIMETER UNO
W/ A35 ES EE
TYP

DUCT OPNG

TYP, DUCT

CONFIGURATION

MAY VARY, LOC

BTWN (E) FRMG
SMD
8 S0.1
___________ TYP AT MU

PERIMETER

RF PEN, TYP
NOTE: AT OTHER CONDITIONS WHERE REPLACEMENT MECHANICAL
UNIT OCCURS AT EXISTING WD CURB, USE 9
S0.1

MECH UNIT

CURB PER MECH
DWGS

CONNECT UNIT TO CURB

PER MFR

BM PER PLAN W/ HGR PER

OR BLKG PER PLAN
4x W/ Ï"ø LAG BOLT
@ 24"oc & 12" FROM ENDS
(MIN (3) ES), CSK 1" MAX
M
NI
2"
(E) RF SHTG
E
S0.1 (E) GLB OR (E) LEDGER

BYND AS OCCURS
Ì"øx3" LAG BOLT @ 24"oc
@ 6" FROM ENDS (MIN (3)
ES)
(E) BM OR (E) BLKG
(E) 4x SLEEPERS CUT TO

SLOPE OF ROOF TO
REMAIN W/ (E) Ï"ø LAG
BOLTS @ 24"oc TO (E) RF

JST OR BLKG, VIF

FOR INFORMATION
NOT NOTED SEE 8
S0.1

ATTACHMENT, SMD
(E) CURB TO REMAIN, SMD
NOTES:

Í"ø LAG SCREW
(2) Ë"ø x 4" WS AT ¢ BM
CASE I CASE 2
(WHERE D IS LESS THAN
OR EQUAL TO 1Ï")
(WHERE D IS
GREATER THAN 1Ï")

SIM AT LOW
BM END
D
2"
D
A B

1. DO NOT OVERCUT NOTCHES OR SEAT CUTS.

2. D MAX = BEAM DEPTH/4 SEE OTHER DETAILS FOR ADDITIONAL NOTCH OR SEAT CUT SIZE INFORMATION.

3. MINIMUM LAG SCREW LENGTH = D + 2Ï".
2"
A

DESIGN CRITERIA
B

GENERAL NOTES
D

SPECIAL INSPECTION BY OWNERS

TESTING AGENCY
E

WOOD FRAMING NOTES
601 university avenue | suite 185
sacramento ca 95825
zfa job no.
zfa.com
916.924.7024
copyright © 2023
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT
Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

CONSULTANT
MCK
5/4/2023 8:47:40 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOFASSESSMENT AND REPAIR

PERMIT SET

GENERAL NOTES

AND TYPICAL

DETAILS
APR 14, 2023
22689

CITY OF SACRAMENTO
PERMIT SET1124 DEL PASO BLVD
SACRAMENTO, CA 95815
S0.1 - GENERAL NOTES AND TYPICAL DETAILS
S0.1CITY OF SACRAMENTO

MAAP/DM
22689
C

EXISTING CONSTRUCTION NOTES
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN
TRUE
NORTH
PLAN
NORTH

SHEET INDEX
S0.1 GENERAL NOTES AND TYPICAL DETAILS
S2.1 ROOF FRAMING PLAN
S3.1 TRUSS ELEVATIONS AND DETAILS
S4.1 FRAMING DETAILS
1 3/4" = 1'-0"

ADHESIVE ANCHOR IN FACE OF CMU
2 3/4" = 1'-0"

NAILING SCHEDULE
# DESCRIPTION DATE
3 3/4" = 1'-0"

NEW INFILL AT EXISTING ROOF
4 1 1/2" = 1'-0"

SHEATHING NAILING
5 3/4" = 1'-0"
NEW 24"x36" MAXIMUM OPENING
6 3/4" = 1'-0"

HOLES AND NOTCHES IN WOOD STUDS,

JOISTS, AND PLATES
7 1/2" = 1'-0"

PLAN VIEW - SUPPORT FRAMING AT MECHANICAL UNIT
8 1 1/2" = 1'-0"

MECHANICAL CURB DETAIL
9 1 1/2" = 1'-0"

REPLACEMENT MECHANICAL UNIT AT EXISTING CURB
10 3/4" = 1'-0"

BEAM SEAT CUT/NOTCH REINFORCEMENT
MICKEY C.

KELLOGG
No. 5851

STRUCTURAL
R
R

EENI GNE
L NA

ROFESS IO

P DERETSI GE ST
A

ATE OF CA LI FOR N I
ARCHITECT PBK, Inc.

PBK.com

KEY PLAN
TRUE
NORTH
PLAN
NORTH
05/08/2023
601 university avenue | suite 185
sacramento ca 95825
zfa job no.
zfa.com
916.924.7024
copyright © 2023

CONSULTANT
22689
07/11/2023 05/08/2023 09/07/2023 06/23/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY

SPECIAL INSPECTION

REQUIRED
By:

City of Sacramento Plan Review

APPROVED
Leticia Valenzuela on Sep 27, 2023 STRUCTURAL
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

A A
1 1
3 3
2 2
5 5
4 4
6 6
7 7
8 8
9 9
10 10
B B
C C
D D
E E
F F
G G
H H
SLOPE
(E) 4x16 (E) 4x16
(E) 4x16
(E) 4x16
(E) 4x16
(E) GAMBREL TRUSS
(E) 5Ïx16Ï GLB LOW
(2) (E) 2x12 LOW
(E) 5Éx21 GLB
(E) 5Éx13Ï GLB (E) 5Éx16Ï GLB
(E) GAMBREL TRUSS (E) 5Éx18 GLB
(E) GAMBREL TRUSS
(E) GAMBREL TRUSS (E) 5Éx21 GLB (E) 5Ï x13Ï GLB (E) 5Ïx19Ï GLB (E) W8x
(E) W8x
(E) W8x
?
(E) M
O
N
OS
LO
P
E
RO
O
F
TRU
SS
E
S
@
24"oc
(E) DBL 2x10 W/ (E) U210-2

HGR AT SKYLIGHT TYP
(E) SKYLIGHT, TYP
(E) 5Éx16Ï GLB
(E) 5Éx21 GLB
(E) 5Éx21 GLB
(E) 2x10 DF @ 24"oc, TYP

SLOPE SLOPE
(E) 6x12 (E) 6x12
SLOPE
SLOPE
(E) 2x10 DF @ 24"oc, TYP EA BAY UNO

SLOPE SLOPE
12 12
13 13

1.8 1.8
VIF
± 19'-2 1/8"
VIF
± 6'-10"
VIF
± 1'-8"
VIF
± 35'-7 3/4"
VIF
± 27'-11 13/16"
VIF
± 12'-6"
VIF
± 25'-7 13/16"
VIF
± 9'-11 15/16"
VIF
± 30'-7 3/4"
VIF
± 2'-4"
VIF
± 25'-5 13/16"
VIF
± 28'-5 13/16"
VIF
± 9'-1 15/16"
VIF
± 10'-1 15/16"
VIF
± 17'-9 7/8"
VIF
± 17'-11 7/8"
VIF
± 17'-5 7/8"
VIF
± 18'-6"
VIF
± 18'-3 3/4"
(E) 5Éx13Ï GLB
VIF
± 17'-10"
(E) 5Éx13Ï GLB
VIF
± 25'-6"
7 S4.1
___________
3 S4.1
___________ TYP THIS WALL
VIF
± 17'-10"
6 S4.1
___________
(E) 5Ïx16Ï GLB (E) 6x12
(E) 5Éx19Ï GLB (E) 5Éx19Ï GLB
1 S4.1
___________
(E) 6x12
VIF (E) W21x BM
±2'-3"
VIF
± 5'-5"
___________ A
S3.1
___________ A
S3.1
___________ A
S3.1
___________ A
S3.1
OPEN
B
S2.1

AT LOW ROOF/PLATFORM
A
S2.1

AT HIGH ROOF
___________ B
S3.1 TYP AT ALL

TRUSSES UNO
___________ D
S3.1
(1) TRUSS
RIDGE
ADD ALT: (N)
MU 1333# TO

REPLACE (E)
MU 1600#

BASE DESIGN AND
ADD ALT: MU 892#
4x10 OR (E) 4x124x10 OR (E) 4x12
ADD ALT: (N) MU
863# TO REPLACE
(E) MU 1200#
(E) 4x10
(E) 4x10
(E) 4x10
(E) 4x10
ADD ALT: (N)
MU 1138# TO

REPLACE (E)
MU 1200#
(E) MU
600#
ADD ALT: (N)
MU 1138# TO

REPLACE (E)
MU 1200#
2 S4.1
___________
ADD ALT: (N) MU
1138# TO REPLACE
(E) MU 1200#
ADD ALT: (N)
MU 863# TO

REPLACE (E)
MU 1200#
ADD ALT: (N)
MU 1333# TO

REPLACE (E)
MU 1200#
ADD ALT: (N) MU
1138# TO REPLACE
(E) MU 1200#
(E) 2x10 DF @ 24"oc, TYP
ADD ALT: (N) MU
1138# TO REPLACE
(E) MU 1200#
ADD ALT: (N) MU 1138#

TO REPLACE (E) MU
1200#

REMOVE AND REPLACE

ANY DAMAGED OR DRY

ROTTED (E) RF SHTG W/
(N) RF SHTG PER

AND SCHED
E
S0.1
7 S0.1
(E) SISTERED 1Óx9Ï
LVL TO (E) 2x10 TYP AT
(E) MU, VIF
(E) 4x10 TYP AT (E) MU

PERIMETER, VIF

TYP THIS WALL UNO

TYP THIS WALL
(E) STAIRS
BLW
UP
9 S4.1
___________ 9
S4.1
___________
9 S4.1
___________
9 S4.1
___________
ADD ALT: (N) MU
892# TO REPLACE
(E) MU 1200#
(E) MU
250#
7 S4.1
___________

REMOVE AND REPLACE
100% OF (E) FLAT 1x10

DECKING W/ (N) RF SHTG

PER AND SCHED TYP E
S0.1
8 S4.1
___________
8 S4.1
___________

VERIFY ALL (E)

BOLTS ON THIS W

BM ARE TIGHTENED
4x12
4x12
4x12

GUARD RAIL, SAD

GUARD RAIL, SAD
(E) BLKG
BLW

BASE DESIGN
AND ADD ALT:

FUTURE MU
1200#
11 S4.1
___________
10 S4.1
___________
8 S4.1
___________

AT GUARDRAIL,
TYP
12 S4.1
___________ AT GUARDRAIL,
TYP
16 S4.1
___________

AT GUARDRAIL, TYP BASE DESIGN
AND ADD ALT: (N)

EXHAUST FANS
90#, OPNG PER 5
S0.1

BASE DESIGN
AND ADD ALT: (N)

EXHAUST FANS
15#, OPNG PER 5
S0.1

BASE DESIGN AND
ADD ALT: EXHAUST
CAP 15#, OPNG PER
5 S0.1
MU 250#
MU 600#
3 S0.1
INFILL 100%
OF (E)

SKYLIGHTS

TYP UNO
___________ C
S3.1
5 S3.1
5 S3.1
5 S3.1
5 S3.1
(E) 6x6
BLW
(E) 6x6
BLW
(E) 6x6
BLW
(E) 6x6
BLW

PROVIDE

REPLACEMENT

OR ADDITIONAL

FRMG AT

MISSING TRUSS
TYP AS
OCCURS
15 S4.1
___________
15 S4.1
___________
15 S4.1
___________
15 S4.1
___________

GUARD RAIL, SAD
(E) SISTERED 1Óx9Ï
LVL TO (E) 2x10 TYP AT
(N) MU, VIF

REMOVE AND REPLACE
100% OF (E) FLAT 1x10

DECKING W/ (N) RF SHTG

PER AND SCHED
TYP
E
S0.1

GUARD RAIL, SAD
MU 1200#
9 S4.1
___________
4x10
1 4x10
4x6 BLKG TYP AT

MU PERIMETER
SISTERED 1Óx9Ï
LVL W/ L70 CLIP EE
19 S4.1

SHORE PER AND
REPLACE (E) 2x10 W/

BM PER PLAN
B
S0.1
1 1
9 9
10 10
G G
H H
(E) 2x10 ROOF JOISTS @ 24"oc
1 S4.1
___________
5 S4.1
___________
5 S4.1
___________
17 S4.1
___________
FRAMING PLAN NOTES:

INDICATES EXISTING STEEL COLUMN.

INDICATES EXISTING LEDGER.

E/S0.1 INDICATES HANGER.

INDICATES BEAM SIZE.

1. REFER TO SHEET S0.1 FOR GENERAL NOTES AND TYPICAL DETAILS. THE

FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED.

2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES.

3. MECHANICAL, ELECTRICAL AND PLUMBING PENETRATIONS THROUGH WALLS,

ROOFS OR FLOORS SHALL BE PER REFERENCES BELOW UNLESS SHOWN AND DETAILED OTHERWISE ON THE STRUCTURAL PLANS. NOTIFY ARCHITECT/ENGINEER PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS.

PENETRATIONS THROUGH FLOORS/ROOFS SHALL BE PER .
88 1
S3.1

INDICATES APPROXIMATE LOCATION, SIZE AND
MAXIMUM WEIGHT OF MECHANICAL UNIT. SEE

MECHANICAL DRAWINGS FOR ANCHORAGE AND
ADDITIONAL INFORMATION.

INDICATES GRIDLINE.

INDICATES (E) STEP IN ELEVATION, SEE
ARCHITECTURAL DRAWINGS.

INDICATES ELEVATION.

INDICATES EXISTING FRAMING.

MU
1,000#

PLAN LEGEND
SYMBOL

REFERENCE
DETAIL

DESCRIPTION
5/S0.1
INDICATES EXISTING HANGER.
4x10
INDICATES EXISTING BEAM SIZE.
(E) 5Éx21 GLB
INDICATES NEW LEDGER.
7/S0.1
9/S0.1
INDICATES HOLDOWN OR LATERAL TIE. SEE

DETAIL CUTS ON PLAN

INDICATES GIRDERS THAT REQUIRE

STRENGTHENING
9/S4.1 AT (E) GLB
15/S4.1 AT (E) 4x

INDICATES INFILL AT EXISTING SKYLIGHT
3/S0.1
5/S3.1
9 9
10 10
G G
H H
(E) 2x10 FLOOR JOISTS @ 24"oc
(E) 5Ïx16Ï GLB LOW
(2) (E) 2x12 LOW
1 S4.1
___________
(2) (E) 2x12 LOW
(E) FLR SHTG
5 S4.1
___________
17 S4.1
___________
5 S4.1
___________

ROOF SUBSTRATE REMOVAL AND REPLACEMENT SCHEDULE
SUBSTRATE TOTAL AREA % REPLACEMENT AREA REPLACEMENT
(E) 1x10 DECKING
(E) SHEATHING
NOTES:

1. CONTRACTOR SHALL ASSUME THE QUANTITY OF REPLACEMENT FOR BID BASED ON THIS TABLE.

2. ONCE ROOFING IS REMOVED, AREAS SHALL BE VERIFIED AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY AND ARCHITECT. 7,582 SQ FT
12,836 SQ FT
100%
50%
7,582 SQ FT
6,418 SQ FT
601 university avenue | suite 185
sacramento ca 95825
zfa job no.
zfa.com
916.924.7024
copyright © 2023
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT
Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

CONSULTANT
MCK
9/11/2023 5:45:04 PM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOFASSESSMENT AND REPAIR

PERMIT SET

ROOF FRAMING
PLAN
APR 14, 2023
22689

CITY OF SACRAMENTO
PERMIT SET1124 DEL PASO BLVD
SACRAMENTO, CA 95815
S2.1 - ROOF FRAMING PLAN
S2.1CITY OF SACRAMENTO

MAAP/DM
22689
NORTH
1/8" = 1'-0"

ROOF FRAMING PLAN
A 1/8" = 1'-0"

HIGH ROOF FRAMING PLAN
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN
TRUE
NORTH
PLAN
NORTH
B 1/8" = 1'-0"

LOW ROOF/PLATFORM FRAMING PLAN
# DESCRIPTION DATE
1 Plan Check #1 09/08/2023
SIM
MICKEY C.

KELLOGG
No. 5851

STRUCTURAL
R
R

EENI GNE
L NA

ROFESS IO

P DERETSI GE ST
A

ATE OF CA LI FOR N I
2 12
12 2 2
05/08/2023 09/07/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
By:

City of Sacramento Plan Review

APPROVED
Leticia Valenzuela on Sep 27, 2023 STRUCTURAL
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.
(E) DBL 4x10
(E) DBL 4x10
(E) DBL 6x8
(E) 6x8
(E) DBL 4x10
¢
(E) 6x8
(E) 6x8
(E) 6x8
(E) 6x8
(E) 6x8
(E) 6x8
(E) 6x8
(E) 6x8
(E) 1"ø ROD
(E) 1"ø ROD
(E) 1"ø ROD
(E) 1"ø ROD
(E) 1"ø ROD
(E) 1"ø ROD
(E) 1"ø ROD
(E) 1"ø ROD
(E) 1"ø ROD
3x6 EA SIDE OF (E)

ROD, TYP
(E) BRIDGING AS
OCCURS, VIF 1
S3.1
4 S3.1
4 4 S3.1
S3.1
4 S3.1
4 S3.1
4 S3.1
4 S3.1
4 S3.1

FOR INFORMATION

NOT NOTED SEE B
S3.1
CONT FLAT 2x4,
SPLICE AT ¢ OF 4x

BM AS REQD
(E) 2x4
(E) 2x4
(E) 1x4
(E) 1x4
(E) 1x4
(E) 1x4
SISTERED 2x4
TO (E) 1x4 VERT
(E) 1x4
2 S3.1
4 S4.1
4x10 BM W/ LUS48 HGR EE
UNDERNEATH AND AT ¢EA TRUSS BOT CHORD UNO
CONT FLAT 2x4,
SPLICE AT ¢ OF 4x

BM AS REQD
A34 T&B TYP AT

EA (E) TRUSS
2x LEDGER W/ (2) 3Ï" LONG SDS

SCREWS AT EA (E) STUD, REMOVE (E)

WALL FINISHES FOR INSTALLATION
3Ï" LONG SDS SCREWS @ 24"oc
(E) STUD WALL
CONT FLAT 2x4,
SPLICE AT ¢ OF

BM AS REQD

TYP AT ALL

VERT WEBS
CUT LAPPED 2x4 END TO BE

FLUSH W/ FACE OF (E) TOP

AND BOT CHORD
2 1/2"
3"
3"
SISTERED 2x4
TO (E) 1x4
SISTERED 2x4
TO (E) 1x4
SISTERED 2x4
TO (E) 1x4
(E) BM
(E) POST
£Ï EA SIDE W/
(4) Ó"ø BOLTS 7 5/16"
2"
7 1/4"
5 1/4"
4"
4"
2"
8 7/16"
A
A
A35 CLIP
ES T&B
(2) SDS x 4Ï" LONG
SCREWS @ 8"oc,
ALT ES
1" MIN

EDGE DIST, TYP
1" MIN

SPCG, TYP
1" MIN

EDGE DIST, TYP
2x4 CONT
2x6
2x4 CONT
2x4
2x4
2x4
2x4
2x4
4 S4.1
A34 T&B TYP AT

EA TRUSS

FOR INFORMATION

NOT NOTED SEE B
S3.1
3 S3.1
(4) #9x3" WD SCREWS

EE OF VERT WEB TO

CHORD, TYP
A34
A34
TYP
UNO
H2.5A
A34
(2) #9x3" WD SCREWS

RF SHTG TYP
(E) 2x AT
BOT OF

TRUSS TYP
A35 @ 12"oc
TYP
2x4 FLAT TYP

RF PEN TYP
(E) DBL 2x TYP
(E) (4) 10d TYP

AT LAP, VIF

OR PROVIDE
(N) (4) 10d (E) TOP CHORD TYP
A34 TYP AT EA
(E) TRUSS

RF SHTG INFILL TYP
(E) 2x VERT TYP
(E) BOT CHORD TYP

JST PER
ALIGN W/ ¢ OF
(E) TRUSSES
TYP
7 S3.1
7 S3.1
___________
A
A

ATTACHMENT

PER ELEV
SISTER 1x4 W/ EA VERT
W/ 2" LONG SDS
SCREWS @ 12"oc AND 3"

END DIST EE TYP, MIN
(2) SCREWS EA VERT,
LOC AT ¢VERT

VERT WEB PER ELEV

RF SHTG INFILL PER

PEN ALL AROUND TYP
(E) 2x TO REMAIN TYP
(E) TRUSS TO REMAIN TYP
E
S0.1
(E) SEVERED

TRUSS TO

REMAIN TYP
(E) DBL JST

TO REMAIN
2x4 W/ A35 EE

TYP ES OF OPNG
2x4 @ 24"oc W/ LU HGR EE
6 S3.1
___________
7 S3.1
___________
(E) 2x VERTICAL
16d @ 8"oc TYP
2x4 VERT BLW
A
A
SISTERED 2x4 LAPPED (1)
SIDE OF (E) VERT 1x4 W/ 2"
LONG SDS SCREWS @ 12"oc
AND 3" END DIST EE TYP, MIN
(2) SCREWS EA (E) VERT,
LOC AT ¢ (E) VERT

BM PER ELEV
6x10 W/
HU610 EE
6x10 W/
HU610 EE
4x10 W/
LUS410 EE
(E) TRUSS PER
TYP
B
S3.1 2x4 FLAT
SISTERED 2x4

VERTICAL TO (E)
1x4 VERTICAL
PER 2
S3.1
601 university avenue | suite 185
sacramento ca 95825
zfa job no.
zfa.com
916.924.7024
copyright © 2023
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT
Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

CONSULTANT
MCK
5/4/2023 8:47:44 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOFASSESSMENT AND REPAIR

PERMIT SET
TRUSS

ELEVATIONS AND

DETAILS
APR 14, 2023
22689

CITY OF SACRAMENTO
PERMIT SET1124 DEL PASO BLVD
SACRAMENTO, CA 95815
S3.1 - TRUSS ELEVATIONS AND DETAILS
S3.1CITY OF SACRAMENTO

MAAP/DM
22689
A 3/8" = 1'-0"

GAMBREL TRUSS ELEVATION
D 1/2" = 1'-0"
(1) TRUSS ELEVATION
B 1/2" = 1'-0"

TYPICAL TRUSS ELEVATION
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN
TRUE
NORTH
PLAN
NORTH
1 1" = 1'-0"

RIDGE AT TOP OF GAMBREL TRUSS
4 3/4" = 1'-0"
1" ø ROD REINFORCEMENT
# DESCRIPTION DATE
C 1/2" = 1'-0"

TYPICAL NEW TRUSS ELEVATION (AS REQUIRED AT DAMAGED

TRUSSES)
6 3/4" = 1'-0"

EAST-WEST SECTION AT NEW INFILL
3 1" = 1'-0"
(N) CONNECTION OF WEB TO BEAM
5 3/4" = 1'-0"

PLAN VIEW AT NEW INFILL
2 1" = 1'-0"

SPLICE CONNECTION OF WEB TO BEAM
7 3/4" = 1'-0"

NORTH-SOUTH SECTION AT NEW INFILL
MICKEY C.

KELLOGG
No. 5851

STRUCTURAL
R
R

EENI GNE
L NA

ROFESS IO

P DERETSI GE ST
A

ATE OF CA LI FOR N I
ARCHITECT PBK, Inc.

PBK.com

KEY PLAN
TRUE
NORTH
PLAN
NORTH
601 university avenue | suite 185
sacramento ca 95825
zfa job no.
zfa.com
916.924.7024
copyright © 2023

CONSULTANT
22689
05/08/2023 09/07/2023 07/11/2023 05/08/2023 06/23/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
By:

City of Sacramento Plan Review

APPROVED
Leticia Valenzuela on Sep 27, 2023 STRUCTURAL
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

LTTP2 @ 48"oc MAX
W/ Ñ"ø ANCHOR

ROD PER ,

LOC AT (E)

GROUTED CELLS,
VIF
(E) 2x10 JST
(E) CMU WALL
1 S0.1

PEN FULL LENGTH OF JST
4" EMBED
(E) SHTG

ROOFING, SAD
HTT4 @ 6'-0""oc MAX
W/ Ñ"ø ANCHOR

ROD PER

LOC AT (E)

GROUTED CELLS,
VIF
2x6 (3) JST BAYS MIN W/
A35 ES TYP
(E) 2x10 JST
1 S0.1
(E) CMU WALL
4" EMBED

PEN FULL LENGTH OF JST
CS14 STRAP WITH MIN
LENGTH OF 5'-0"
(E) 2x10 LEDGER
A
A

PLAN VIEW
HDU5 @ 48"oc MAX
W/ Ñ"ø ANCHOR

ROD PER

LOC AT (E)

GROUTED CELLS,
VIF
(E) 2x10 JST
(E) CMU WALL
1 S0.1
10" EMBED PEN FULL LENGTH OF JST
11'-8" MAX, VIF
SISTER 2x8 AT EA
HDU W/ (12) SDS x3"

LONG SCREWS T&B

EQ SPACED
(E) OR (N) RF SHTG
LTTP2 @ 8'-0"oc MAX
W/ Ñ"ø ANCHOR ROD PER

ON OPP SIDE

LOC AT (E) GROUTED CELLS, VIF
(E) CMU WALL
1 S0.1

PEN FULL LENGTH OF TRUSS
4" EMBED
(N) RF SHTG PER PLAN
RF PEN
(E) DBL 2x10
(E) MEZZANINE FLR SHTG
(E) SOLE £
á" (32/16) EXP 1 APA
RATED SHTG W/ 10d
COMMON @ 6"oc PEN AND
10d COMMON @ 12"oc
FIELD W/ 2x MIN AT ALL

ADJOINING PANEL EDGES

WALL PEN
16d COMMON @ 6"oc

WALL PEN
(E) WALL ABV
(E) DBL TOP £, VIF
SDSË"øx5" @ 16"oc
(E) RF SHTG

PLATFORM
LEVEL

LOW RF LEVEL

HIGH RF LEVEL
(E) HIGH RF SHTG
(E) HIGH RF JST
NOTE:

1. INSTALL STRENGTHENING PLATE BEFORE INSTALLING ANY NEW FRAMING OR EQUIPMENT.
(E) GLB GRIDER

SDS SCREWS PER
CONT £Ë

DO NOT NOTCH OR ATTACH
SUSPENDED EQUIPMENT TO £

SPLICE PER
B
CJP

PLATE SPLICE
B

GLB ELEVATION
A
(E) GLB SUPPORT END (E) GLB SUPPORT END

EQ EQ EQ
4"
4"

STGR ROWS
(2) SDS25312 @ 2Ï"oc

STGR ROWS
(2) SDS25312 @ 2Ï"oc
¢ £ = ¢ GLB

STGR ROWS
(2) SDS25312 @ 6"oc
1 1/2" TYP
A
LTTP2 @ 8'-0"oc MAX
W/ Ñ"ø ADHESIVE

ANCHOR PER

LOC AT (E)

GROUTED CELLS,
VIF
2x4 BLKG W/ A34 ES TYP

BLW STRAP
(E) TRUSS TOP

CHORD OR BM

PER PLAN TYP
1 S0.1
(E) CMU WALL
4" EMBED

PEN TYP AT BLKG
A
CS14 STRAP WITH MIN
LENGTH OF 7'-0"
(N) SHTG PER PLAN
RF PEN
(E) 2x4 LEDGER
A

PLAN VIEW
(N) RF SHTG PER PLAN

BM PER PLAN W/

HGR PER
(E) LEDGER
E
S0.1
RF PEN
(E) CMU WALL
1 (E) CMU WALL
¢ OF ASSEMBLY WEIGHT =
¢ OF 4x

GUARD RAIL, SAD

ROOFING, SAD

BM PER PLAN
9" MAX 9" MAX 9" MAX MAX

ASSEMBLY
WEIGHT =
130 LBS

FOR INFORMATION
NOT NOTED SEE 7
S4.1
1 FOR INFORMATION
NOT NOTED SEE 6
S4.1
(E) 2x10 LEDGER (E) 2x10 JST

GUARD RAIL, SAD

ROOFING, SAD
MAX

ASSEMBLY
WEIGHT =
130 LBS
10" MAX 10" MAX 10" MAX
BLKG AT ¢

ASSEMBLY

WEIGHT LOC PER
12 S4.1
1 MAX WEIGHT ASSEMBLY = 130 LBS
(E) JST PER PLAN
¢ OF ASSEMBLY WEIGHT =
¢ OF (E) JST

ROOFING, SAD ROOFING, SAD
A B

CENTER WEIGHT ON JOIDTST IN BETWEEN JOISTS
4x6 BLKG W/ LU HGR ES TYP
1 HDU5 @ 48"oc MAX
W/ Ñ"ø ANCHOR

ROD PER

LOC AT (E)

GROUTED CELLS,
VIF
(E) 2x10 JST
(E) CMU WALL
1 S0.1
6" EMBED PEN FULL LENGTH OF JST
15' MAX, VIF
SISTER 2x8 AT EA
HDU W/ (12) SDS x3"

LONG SCREWS T&B

EQ SPACED
(E) OR (N) RF SHTG
LTTP2 @ 8'-0"oc MAX
W/ Ñ"ø ANCHOR ROD PER

ON OPP SIDE, LOC AT (E)

GROUTED CELLS, VIF
(E) CMU WALL
1 S0.1

PEN FULL LENGTH OF TRUSS
4" EMBED (N) RF SHTG PER PLAN
RF PEN
NOTE:

INSTALL STRENGTHENING PLATE BEFORE INSTALLING ANY NEW FRAMING OR EQUIPMENT.
2"
(E) DF GRIDER
(2) SDS25312 @ 6"oc
STGR ROWS AND 4"

END DIST FROM EE
350T150-54 CONT TRACK

DO NOT NOTCH OR ATTACH
SUSPENDED EQUIPMENT TO £
A34 OR A35 T&B ES
(4) 16d TO BM LAP STUDS TO BM
TOP £ SPLICE
MSTC28 STRAP
4x4 POST
TYP 2x4 STUDS
BM
16d @ 12"oc ES
(E) TOP £, VIF
(E) W BM OR (E) 6x12
(E) NAILER
(E) W BM OR (E) 6x12
A

A (N) SHTG PER PLAN

SECTION

BM PER PLAN
(E) GLB TO BE

STRENGTHENED PER
(E) SOLE £
á" (32/16) EXP 1 APA
RATED SHTG W/ 10d
COMMON @ 6"oc PEN AND
10d COMMON @ 12"oc
FIELD W/ 2x MIN AT ALL

ADJOINING PANEL EDGES

WALL PEN
16d COMMON @ 6"oc

WALL PEN
(E) WALL ABV
(E) DBL TOP £, VIF
SDSË"øx5" @ 16"oc
(E) RF SHTG

PLATFORM
LEVEL

LOW RF LEVEL

HIGH RF LEVEL
9 S4.1
(E) FLR JST

PER PLAN
(E) FLR SHTG
(E) HIGH RF SHTG
(E) HIGH RF FRMG

BLKG PER

PLAN W/ HGR
EE PER

SISTERED JST PER
PLAN AT (E) 2x10
E
S0.1
(E) GLB PER PLAN
1 (3) Ë"øx3Ï" SDS
@ 12"oc W/ 4" MIN

END DIST (STGR)

BM PER PLAN

W/ HGR EE
PER
E
S0.1
(E) RF SHTG
8 S0.1

MU, SMD
1 1/2"
1 1/2"
EQ
EQ

CLIP PER PLAN

FOR INFORMATION
NOT NOTED SEE 7
S0.1
(E) SISTERED 2x10

PER PLAN W/ (E)
L70 CLIP EE TYP
W/ (E) 16d @ 12"oc,
VIF
18 S4.1
___________
1 (E) DBL 2x10
BLKG W/ (E) U210

HGR EE, VIF
(E) RF JST PER PLAN

W/ (E) U HGR EE, VIF
2x10 W/ L70 EE
601 university avenue | suite 185
sacramento ca 95825
zfa job no.
zfa.com
916.924.7024
copyright © 2023
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT
Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

CONSULTANT
MCK
9/11/2023 5:45:05 PM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOFASSESSMENT AND REPAIR

PERMIT SET

FRAMING

DETAILS
APR 14, 2023
22689

CITY OF SACRAMENTO
PERMIT SET1124 DEL PASO BLVD
SACRAMENTO, CA 95815
S4.1 - FRAMING DETAILS
S4.1CITY OF SACRAMENTO

MAAP/DM
22689
1 1" = 1'-0"

SUB-PURLIN ANCHOR RETROFIT
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN
TRUE
NORTH
PLAN
NORTH
6 1" = 1'-0"

ANGLED ANCHOR RETROFIT
2 1" = 1'-0"

ANCHOR RETROFIT AT TALL PARAPET
4 1" = 1'-0"

SMALL TRUSS ANCHOR RETROFIT
5 1" = 1'-0"

NEW SHEATHING AT (E) PLATFORM WITH (E) JOISTS PARALLEL

WITH (E) WALL
9 3/4" = 1'-0"

EXISTING GLULAM GIRDER STRENGTHENING
7 1" = 1'-0"

ANCHOR RETROFIT THROUGH SMALL TRUSS
8 1" = 1'-0"

NEW BEAM AT CMU WALL
13 3/4" = 1'-0"
UNUSED
# DESCRIPTION DATE
1 Plan Check #1 09/08/2023
11 1" = 1'-0"

GUARD RAIL SUPPORT
10 1" = 1'-0"

GUARD RAIL DIAGONAL SUPPORT
12 1 1/2" = 1'-0"
JOIST AT GUARD RAIL AT (E) 2x
3 1" = 1'-0"

ANCHOR RETROFIT AT FRONT
14 1" = 1'-0"

NEW SMALL TRUSS ANCHORAGE
15 3/4" = 1'-0"
DF GIRDER STRENGTHENING 16 3/4" = 1'-0"MECHANICAL UNIT SUPPORT 17 1" = 1'-0"

NEW SHEATHING AT (E) PLATFORM WITH JOISTS

PERPENDICULAR TO EXISTING WALL
18 1" = 1'-0"

FRAMING AT NEW MECHANICAL UNIT
19 1/2" = 1'-0"

PLAN VIEW - SUPPORT FRAMING AT NEW MECHANICAL UNIT
MICKEY C.

KELLOGG
No. 5851

STRUCTURAL
R
R

EENI GNE
L NA

ROFESS IO

P DERETSI GE ST
A

ATE OF CA LI FOR N I
12 12
1 Plan Check #1 2 2 09/08/2023 12
05/08/2023 09/07/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
By:

City of Sacramento Plan Review

APPROVED
Leticia Valenzuela on Sep 27, 2023 STRUCTURAL
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815 N A KEY PLAN TRUE NORTH PLAN NORTH # DESCRIPTION DATE PBK Architects 1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P MEP Engineering1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P 1 BACKCHECK 1 6/23/23 2 BACKCHECK 2 8/10/23 FM RT MECHANICAL INDEX, NOTES, CODES, SCHEDULES M0.00 SHEET INDEX M0.00 MECHANICAL SHEET INDEX, LEGEND & NOTES M0.01 MECHANICAL SCHEDULES M3.01A MECHANICAL ROOF PLAN - DEMOLITION (ADDITIVE ALTERNATE #1) DUCT LEGEND SINGLE LINE SYMBOL DOUBLE LINE SYMBOL DESCRIPTION RECTANGULAR DUCT - WIDTH X DEPTH (PLAN VIEW) DEPTH X WIDTH (SECTION VIEW) ACOUSTICALLY LINED RECTANGULAR DUCT - DIMENSIONS ARE OUTSIDE. MANUAL AIR DAMPER RISE OR DROP DUCT IN DIRECTION OF AIR FLOW RECTANGULAR TO RECTANGULAR TRANSITION, MAX SLOPE OF 1:3 --------------------------------------------------------------------------------------------------- RECTANGULAR TO ROUND TRANSITION, MAX SLOPE OF 1:3 ELBOW, RECTANGULAR, SMOOTH RADIUS, WITHOUT TURNING VANES. SQUARE/RECTANGULAR DUCT ELBOW WITH TURNING VANES CONVERGING OR DIVERGING TEE, 45° ENTRY, RECTANGULAR MAIN AND BRANCH. WHEN REDUCING MAIN, SIDE OF TAKE OFF OR ENTRY BRANCH TO BE FLAT, OTHER SIDES MAXIMUM SLOPE OF 1:3. CONICAL DUCT TAKE OFF FROM RECTANGULAR VIA SPIN-IN W/DAMPER AND SCOOP. ROUND DUCT TAKE OFF FROM RECTANGULAR VIA SMOOTH CONVERGING BELL MOUTH. RECTANGULAR DUCT TEE, MAD'S ON THE 2 BRANCHES, THROAT SIZED FOR EQUAL PRESSURE DROP. RECTANGULAR DUCT SPLIT MAD'S, THROAT SIZED FOR EQUAL PRESSURE DROP. 3-WAY RECTANGULAR SPLIT WITH TWO TRANSITIONAL ELBOWS AND TRANSITIONING MAIN. DOWNSTREAM MAD'S ON THE TREE BRANCHES. THROATS SIZED FOR EQUAL PRESSURE DROP. FOR CONCEALED DUCT: DROP TO DIFFUSER SHALL BE FULL SIZE OF DIFFUSER NECK. FOR EXPOSED DUCT: DROP SHALL BE FULL SIZE OF OD DIFFUSER FRAME, FLANGE FOR MOUNTING DIFFUSER TURNED IN. AIR EXTRACTOR AND EQUALIZER GRID AT CONNECTION TO MAIN. SUPPLY AIR, SUPPLY AIR DUCT IN SECTION, SUPPLY DROP RETURN AIR, RETURN AND OUTSIDE AIR DUCT IN SECTION , RETURN AIR DROP. EXHAUST AIR, EXHAUST AIR DUCT IN SECTION, EXHAUST AIR DROP. FLEXIBLE DUCT (ROUND) FLEXIBLE DUCT (FABRIC) 45° REDUCING LATERAL FITTING 90° REDUCING TEE FITTING MECHANICAL DEMOLITION PLAN 24x12 24x12 26x14L 26x14L R OR D RISE OR DROP OR = 1.5 RW R W ROUND DUCT 18"Ø12"Ø 12"Ø 10"Ø MAD 18"Ø 12"Ø10"Ø 18"Ø 12"Ø MAD MECHANICAL LEGEND SYMBOL ITEM ABBR. SUPPLY AIR SA RETURN AIR RA EXHAUST AIR EA OUTSIDE AIR OA ACOUSTIC LINED DUCT TURNING VANES TV DUCT FLEXIBLE CONNECTION SUPPLY DUCT THRU ROOF RETURN DUCT THRU ROOF VOLUME CONTROL DAMPER VCD FIRE/SMOKE DAMPER W/ACCESS F/S OPPOSED BLADE DAMPER OBD BACKDRAFT DAMPER BDD EMS TEMP. SENSOR/ THERMOSTAT, MOUNT @ 48" AFF TO TOP OF BOX T'STAT BYPASS TIMER SWITCH (E) EXISTING EXIST. (N) NEW NEW METAL & FLEXIBLE DUCT PIPE RISER PIPE DROP CHILLED WATER SUPPLY CWS CHILLED WATER RETURN CWR HEATING WATER SUPPLY HWS HEATING WATER RETURN HWR INCREASER/REDUCER SAFETY RELIEF VALVE GATE VALVE GV GLOBE VALVE PLUG VALVE BALL VALVE CHECK VALVE CHK STRAINER STR BUTTERFLY VALVE NEEDLE VALVE 3-WAY VALVE BALANCING VALVE SENSOR WELL THERMOMETER PRESSURE GAUGE PG GAUGE COCK GC FLOW SWITCH FS THERMOMETER WELL MOISTURE SENSOR PRESSURE REGULATING VALVE PRV PIPING FIRE WALL PENETRATION POINT OF CONNECTION POC EXHAUST DUCT THRU ROOF DUCT SMOKE DETECTOR COMBO HOT/CHILLED WATER SUPPLY CS COMBO HOT/CHILLED WATER RETURN CR RA TEMP. SENSOR CARBON DIOXIDE SENSOR PRESSURE SENSOR TEMPERATURE CONTROL PANEL TCP UNLESS OTHERWISE NOTED U.O.N. TRANSFER AIR GRILLE TAG ABOVE FINISHED FLOOR AFF ABOVE ABV ABOVE CEILING ABC ABOVE FINISHED GRADE AFG ACCESS PANEL AP AIR CONDITIONING AC AIR PRESSURE DROP, INCHES WATER COLUMN APD ANCHOR BOLT AB BRAKE HORSE POWER BHP BRITISH THERMAL UNITS (PER HOUR) BTU(H) CENTER TO CENTER CC CEILING CLG CLEAR CLR MECHANICAL LEGEND CONTINUED SYMBOL ITEM ABBR. CONCRETE CONC CONDENSER COND CONNECTION CONN CONTINUATION CONT CONTRACTOR CONTR CUBIC FEET OF AIR FLOW PER MINUTE CFM DAMPER DPR DEGREES FAHRENHEIT °F Ø DIAMETER, PHASE DIA DOOR LOUVER DL DOWN DN DRAIN DR DRY BULB (DEGREES FAHRENHEIT) DB ELECTRICAL PANEL EP ELEVATION EL ENTERING ENT ENTERING DRY BULB EDB ENTERING WET BULB EWB EVAPORATOR EVAP EVAPORATIVE COOLER EC EXHAUST AIR DAMPER EAD EXHAUST FAN EF EXTERNAL STATIC PRESSURE ESP FEET PER MINUTE FPM FIRE DAMPER FD FLOOR FLR FROM ABOVE FA FROM BELOW FB FULL LOAD AMPS FLA GALLONS PER HOUR GPH GALLONS PER MINUTE GPM GALVANIZED GALV GALVANIZED IRON GI GAUGE GA HEATING HTG HUMIDSTAT, 'X' INDICATES DEVICE CONTROLLED H KILOWATTS KW KILOWATT HOUR KWH LEAVING DRY BULB IN DEGREES (FAHRENHEIT) LDB LEAVING WET BULB IN DEGREES FAHRENHEIT LWB LOCKED ROTOR AMPERES LRA LOVER LVR MANUFACTURER MFR MAXIMUM MAX MINIMUM MIN ON CENTER OC OUTSIDE AIR DAMPER OAD OUTSIDE DIAMETER OD OUTLET VELOCITY OV OVERHEAD OH POUNDS LBS POUNDS PER SQUARE INCH (GAUGE) (ABSOLUTE) PSI (G) (A) PRESSURE DROP PD REFRIGERANT SUCTION PIPING RS REFRIGERANT LIQUID PIPING RL RETURN AIR DAMPER RAD REVOLUTIONS PER MINUTE RPM RUNNING LOAD AMPERES RLA SHEET METAL SM SPLITTER DAMPER SD SQAURE FEET SQFT SQAURE INCHES SQIN STATIC PRESSURE SP STATIC PRESSURE DROP SPD SUPPLY FAN SF TEMPERATURE CONTROL PANEL TCP TEMPERATURE CONTROL VALVE TCV THOUSAND BRITISH THERMAL UNITS PER HOUR MBH TO ABOVE TA TO BELOW TB TOTAL PRESSURE TP TOTAL STATIC PRESSURE TSP TYPICAL TYP UNDERGROUND UG UNDER CUT DOOR UCD VALVE VLV WATTS W WEIGHT WT WET BULB WB WIRE MESH SCREEN WMS SHEET NO. WHERE SHOWN DETAIL NUMBER DETAIL DESIGNATION 01 M-1 AC1 UNIT ABBREVIATION EQUIPMENT DESIGNATION NUMBER FIRE/SMOKE DAMPER WHERE REQ'D NECK SIZE & BLOW GRILLE DESIGNATION CFM A 10x10-3 120, F/S TBS CWS CWR HWS HWRTPFSSSDCSCRRCP CAL-GREEN REQUIREMENTS 1. TESTING AND ADJUSTING. TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR NEW BUILDINGS LESS THAN 10,000 SQUARE FEET OR NEW SYSTEMS TO SERVE AN ADDITION OR ALTERATION SUBJECT TO SECTION 303.1 2. SYSTEMS. DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING SYSTEMS. SYSTEMS TO BE INCLUDED FOR TESTING AND ADJUSTING SHALL INCLUDE, AS APPLICABLE TO THE PROJECT: A. HVAC SYSTEMS AND CONTROLS. B. INDOOR AND OUTDOOR LIGHTING AND CONTROLS. C. WATER HEATING SYSTEMS. D. RENEWABLE ENERGY SYSTEMS. E. LANDSCAPE IRRIGATION SYSTEMS. F. WATER REUSE SYSTEMS. 3. PROCEDURES. PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS AND APPLICABLE STANDARDS ON EACH SYSTEM. A. HVAC BALANCING. IN ADDITION TO TESTING AND ADJUSTING, BEFORE A NEW SPACE-CONDITIONING SYSTEM SERVING A BUILDING OR SPACE IS OPERATED FOR NORMAL USE, BALANCE THE SYSTEM IN ACCORDANCE WITH THE PROCEDURES DEFINED BY THE TESTING ADJUSTING AND BALANCING BUREAU NATIONAL STANDARDS; THE NATIONAL ENVIRONMENTAL BALANCING BUREAU PROCEDURAL STANDARDS; ASSOCIATED AIR BALANCE COUNCIL NATIONAL STANDARDS OR AS APPROVED BY THE ENFORCING AGENCY. 4. REPORTING. AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. 5. OPERATION AND MAINTENANCE (O & M) MANUAL. PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM. O & M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS. A. INSPECTIONS AND REPORTS. INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE ENFORCING AGENCY. 6. TEMPORARY VENTILATION. THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM REPORTING VALUE (MERV) OF 13, BASED ON ASHRAE 52.2-1999 OR AN AVERAGE EFFICIENCY OF 30 PERCENT BASED ON ASHRAE 52.1-1992. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE BUILDING IS OCCUPIED DURING ALTERATIONS, AT THE CONCLUSION OF CONSTRUCTION. 7. COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATION EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH WRAP, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM. 8. FILTERS. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY THAT PROVIDE AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13. MERV 13 FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. EXCEPTIONS: A. AN ASHRAE 10-PERCENT TO 15-PERCENT EFFICIENCY FILTER SHALL BE PERMITTED FOR AN HVAC UNIT MEETING THE 2022 CALIFORNIA ENERGY CODE HAVING 60,000 BTY/H OR LESS CAPACITY PER FAN COIL, IF THE ENERGY USE OF THE AIR DELIVERY SYSTEM IS 0.4 W/CFM OR LESS AT DESIGN AIR FLOW. B. EXISTING MECHANICAL EQUIPMENT. 9. OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS. INSTALLATIONS OF HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH SECTIONS 5.508.1.1 AND 5.508.1.2. A. CHLOROFLOUROCARBONS (CFCS). INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN CFCS. B. HALONS. INSTALL HVAC REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN HALONS. 10. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1 M3.02 MECHANICAL ROOF PLAN - NEW BASE DESIGN MOUNTING OVER OBSTRUCTION 48" MAX. 15" MIN. 34" MAX. 24" MAX. 46" MAX. SIDE APPROACH 44" MAX. FRONT APPROACHTOP OF SWITCH, DEVICE, OUTLET FA MICROPHONE BOX. 2022 CBC 11B-308.3.2 2022 CBC 11B-308.2.2 2022CBC 11B-308.2.1 NOTE: 1. THIS DETAIL APPLIES TO MOUNTING OF ANY MECHANICAL AND ELECTRICAL DEVICE WHICH CONTAINS AN OPERABLE PART THAT IS ADJUSTABLE BY THE OCCUPANT. THIS DOES NOT APPLY TO SENSORS OR CONTROLS THAT ARE ONLY ADJUSTABLE THROUGH THE BUILDING AUTOMATION SYSTEM (IE: TEMPERATURE AND HUMIDITY SENSORS). TOP OF SWITCH, DEVICE, OUTLET FA MICROPHONE BOX. FINISHED FLOOR BOTTOM OF DEVICE, OUTLET BOX M3.01 MECHANICAL ROOF PLAN - DEMOLITION BASE DESIGN M3.02A MECHANICAL ROOF PLAN - NEW (ADDITIVE ALTERNATE #1) M3.03 MECHANICAL PIPING - DEMOLITION BASE DESIGN M7.01 TITLE 24 DOCUMENTATION - BASE DESIGN M7.02 TITLE 24 DOCUMENTATION - ADDITIVE ALTERNATE #1 M7.03 TITLE 24 DOCUMENTATION - ADDITIVE ALTERNATE #1 M7.04 TITLE 24 DOCUMENTATION - ADDITIVE ALTERNATE #1 M6.01 MECHANICAL DETAILS M3.04 MECHANICAL PIPING - NEW BASE DESIGN 05/08/2023 09/07/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
By:

City of Sacramento Plan Review

APPROVED
TCastaneda
on Oct 05, 2023

PLUMBING & MECHANICAL

THE APPROVAL OF ALL

PLUMBING AND MECHANICAL WORK

IS SUBJECT TO FIELD INSPECTIONS

THE APPROVAL OF ALL

PLUMBING AND MECHANICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

City of Sacramento Plan Review

APPROVED
TCastaneda
on Oct 05, 2023

PLUMBING & MECHANICAL
By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023
This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law.

ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815 N A KEY PLAN TRUE NORTH PLAN NORTH # DESCRIPTION DATE PBK Architects 1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P MEP Engineering1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P 1 BACKCHECK 1 6/23/23 2 BACKCHECK 2 8/10/23 FM RT MECHANICAL SCHEDULES M0.01 PACKAGED HEAT PUMP SCHEDULE - ADDITIVE ALTERNATE #1 NUMBER MANUFACTURER MODEL TYPE/DISCHARGE VOLTS / PHASE MAX. OCP. SEER / EER / COP AT 47F NOMINAL TONS BLOWER MOTOR HP DESIGN BHP SUPPLY AIR CFM E.S.P. (IN. W.C.) MIN. OUTSIDE AIR CFM DRIVECOOL COOLING TYPE TOTAL CAP. (MBH) SENS. CAP. (MBH) E.A. DB (°F) E.A. WB (°F) AMB. TEMP. (°F)HEATHEATING TYPE HEATING OUTPUT (MBH) AUX. ELEC. HEATER KW FILTER SIZE (IN.) FILTER TYPE SERVICE ACCESSORIES (N) OPER. WT. (LBS) (E) OPER. WT. (LBS) HP-14 WHC036H PACKAGED/DOWN 208 / 3 45.0 15.8 / 12.9 / - 3.0 1.5 0.52 1200 0.7 200 DIRECT DX 33.54 26.56 8067 105 HEAT PUMP 23.6 6.0 (2) 20 x 35 x 2 MERV 13 - SEE NOTES 1600 TRANE 793 INDOOR FAN MOTOR HP/FLA 1.5/4.3 OUTDOOR FAN MOTOR HP/FLA 0.25/1.1 COMPRESSOR HP/RLA1 3.9/11.6 AUX. ELEC. HEATER KW/FLA 6.0/ - MCA 36.0CURB MANUFACTURER MODEL CLIPS MICROMETL CRBW-PRC0BGA - SCREWS PER CLIP - TOTAL WT. W. CURB (LBS) NOTES: 1. HP-1 AND HP-4 THRU HP-13 SHALL BE INSTALLED ON EXISTING CURBS. 2. PROVIDE 14" TALL, FACTORY CURB, ALL WELDED CONSTRUCTION, WITH WOOD NAILER FOR HP-14. 3. PROVIDE THROUGH BASE ELECTRICAL CONNECTIONS. 4. PROVIDE ANTI-RECYCLE TIMER, CRANKCASE HEATER, LOW AMBIENT KIT AND HIGH CAPACITY FILTER RACK. 5. PROVIDE LOW-LEAKAGE DRY BULB ECONOMIZER WTIH BAROMETRIC RELIEF. 6. BYPASS UNITS ANTI-RECYCLE TIMER WHEN ANTI-RECYCLE FUNCTION IS INCLUDED IN THE THERMOSTAT. 7. ALL UNITS OVER 2000 CFM SUPPLY AIR SHALL BE PROVIDED WITH A DUCT SMOKE DETECTOR TO SHUT-OFF THE UNIT UPON DETECTION OF SMOKE AND ACTIVATE THE FIRE ALARM SYSTEM. INSTALL IN STRICT ACCORDANCE WITH THE 2022 CALIFORNIA MECHANICAL CODE, SECTION 608.1. 8. PROVIDE FACTORY INSTALLED AUXILARY ELECTRIC HEATER. UNIT SHALL BE FURNISHED WITH SINGLE POINT POWER CONNECTION. 9. PROVIDE FACTORY FURNISHED DISCONNECT AND UNPOWERED SERVICE RECEPTACLE. COORDINATE POWER AND WIRING REQUIRMENTS WITH ELECTRICAL CONTRACTOR. 10. PROVIDE HINGED ACCESS PANELS. 11. PROVIDE FACTORY CONDENSER COIL GUARDS. 12. PROVIDE TITLE 24 COMPLIANT HONEYWELL, TOUCH SCREEN, PROGRAMMABLE THERMOSTAT CONTROLLER. PROVIDE A MINIMUM 50'-0" ADDITIONAL CONTROL WIRING LOOPED AND SECURED FOR RELOCATION OF THERMOSTAT/SENSOR IN FUTURE TENANT IMPROVEMENT SCOPE OF WORK. LOCATE AND SECURE WITHIN ROOF FRAMING MEMEBERS. HP-6 WHC048H 208 / 3 50.0 16.5 / 13.0 / - 4.0 1.5 0.64 1600 0.7 300 DIRECT DX 43.46 35.87 8067 105 HEAT PUMP 32.35 6.0 (4) 16 x 25 x 2 MERV 13 - SEE NOTES 1600 TRANE 1068 1.5/4.3 0.4/1.5 4.3/14.0 6.0/ - 42.0---- PACKAGED/DOWN HP-5,7,9, 10,12,13 WHC060H 208 / 3 50.0 16.4 / 13.0 / - 5.0 1.5 0.81 2000 0.7 400 DIRECT DX 56.62 47.11 8067 105 HEAT PUMP 43.22 6.0 (4) 16 x 25 x 2 MERV 13 - SEE NOTES 1600 TRANE 1068 1.5/4.3 0.4/1.5 4.3/14.0 6.0/ - 43.0---- PACKAGED/DOWN (E) CURB WEIGHT (LBS) - 70 70 892 1138 1138 INTAKE HOOD SCHEDULE NUMBER IH-1 MANUFACTURER GREENHECK MODEL GRSI-12 TYPE GRAVITY LOCATION ROOF CURB CAP SIZE (IN.) 29x29 ROOF OPENING (IN.) 14x14 OVERALL SIZE (IN.) 29x29 HOOD HEIGHT (IN.) 22 CFM 300 FPM / S.P. LOSS 366 / 0.022 SERVICE SEE PLAN OPER. WT. (LBS) 15 NOTES: 1. PROVIDE FACTORY 12" ROOF CURB. 2. PROVIDE FACTORY CURB CAP. 3. PROVIDE INSECT SCREEN. 4. PROVIDE BACKDRAFT DAMPER. (N) CURB WEIGHT (LBS) 99 - - HP-8 WHC036H PACKAGED/DOWN 208 / 3 45.0 15.8 / 12.9 / - 3.0 1.5 0.52 1200 0.7 200 DIRECT DX 33.54 26.56 8067 105 HEAT PUMP 23.6 6.0 (2) 20 x 35 x 2 MERV 13 - SEE NOTES 1600 TRANE 793 1.5/4.3 0.25/1.1 3.9/11.6 6.0/ - 36.0----70 863- EXHAUST FAN SCHEDULE NUMBER REF-1 MANUFACURER GREENHECK MODEL G-130-VG TYPE CENTRIFUGAL MOUNTING ROOF WATTS / BHP / HP - / 0.2 / 0.5 VOLTS / PHASE 115 / 1 MAXIMUM CFM 1200 E.S.P. (IN. W.C.) 0.625 DRIVE DIRECT FAN RPM 1004 SONES / dBA 9.4 / 59 CONTROL INTERLOCK W/ HP-11 (N) OPER. WT. (LBS) 90 (E) OPER. WT. (LBS) 90 NOTES: 1. PROVIDE BACKDRAFT DAMPER. 2. PROVIDE FACTORY SOLID STATE SPEED CONTROLLER. 3. PROVIDE FACTORY ROOF CURB - GREENHECK MODEL GPI 4. INTERLOCK REF-1 START/STOP OPERATION WITH AC-11. INTERLOCK WITH HP-11 FOR ADDITIVE ALTERNATE #1. EXISTING AND NEW PACKAGE GAS-ELECTRIC AND HEAT PUMP SCHEDULE - BASE BID NUMBER (E) AC-1 TYPE GAS / ELECTRIC MANUFACTURER TRANE MODEL YCH092 DISCHARGE VERTICAL VOLTS / PHASE 208 / 3 FLA / MCA 43.3 MAX. OCP. 50 SEER / EER / IEER 15.0 / - / - AFUE % 81.0 BLOWER MOTOR HP - DESIGN BHP - SUPPLY AIR CFM 3000 E.S.P. (IN. W.C.) 0.5 MIN. OUTSIDE AIR CFM 290 DRIVE BELTCOOL COOLING TYPE DX NOMINAL CAP. (TONS) 7.5 TOTAL CAP. (MBH) - SENS. CAP. (MBH) - E.A. DB (°F) 80 E.A. WB (°F) 67 AMB. TEMP. (°F)HEAT HEATING TYPE GAS ELECTRIC STRIP HEAT (KW) - INPUT (MBH) 120 OUTPUT (MBH) 97.2 FUEL NATURAL GAS FILTER SIZE (IN.) (2) 20 x 12 x 1 FILTER TYPE MERV 13 SERVICE - ACCESSORIES SEE NOTES (N) OPER. WT. (LBS) - (E) OPER. WT. (LBS) 1200 ***EXISTING UNITS ARE SHOWN FOR REFERENCE AND COORDINATION PURPOSES ONLY. EXISTING UNITS SHALL BE REMOVED DURING RE-ROOF, AND RE-INSTALLED AT SAME LOCATION AFTER ROOFING IS COMPLETE. EQUIPMENT SHALL BE STORED ON SITE IN A SECURED LOCATION. COORDINATE STORAGE LOCATION OF ALL EQUIPMENT WITH OWNER. NOTES: FOR NEW HEAT PUMP UNITS, PROVIDE THE FOLLOWING: 1. 14" TALL, FACTORY CURB, ALL WELDED CONSTRUCTION, WITH WOOD NAILER. 2. PROVIDE THROUGH BASE ELECTRICAL CONNECTIONS. 3. PROVIDE ANTI-RECYCLE TIMER, CRANKCASE HEATER, LOW AMBIENT KIT AND HIGH CAPACITY FILTER RACK. 4. PROVIDE LOW-LEAKAGE DRY BULB ECONOMIZER WTIH BAROMETRIC RELIEF. 5. BYPASS UNITS ANTI-RECYCLE TIMER WHEN ANTI-RECYCLE FUNCTION IS INCLUDED IN THE THERMOSTAT. 6. ALL UNITS OVER 2000 CFM SUPPLY AIR SHALL BE PROVIDED WITH A DUCT SMOKE DETECTOR TO SHUT-OFF THE UNIT UPON DETECTION OF SMOKE AND ACTIVATE THE FIRE ALARM SYSTEM. INSTALL IN STRICT ACCORDANCE WITH THE 2022 CALIFORNIA MECHANICAL CODE, SECTION 608.1. 7. PROVIDE FACTORY INSTALLED AUXILARY ELECTRIC HEATER. UNIT SHALL BE FURNISHED WITH SINGLE POINT POWER CONNECTION. 8. PROVIDE FACTORY FURNISHED DISCONNECT AND UNPOWERED SERVICE RECEPTACLE. COORINATE POWER AND WIRING REQUIREMENTS WITH ELECTRICAL CONTRACTOR. 9. PROVIDE HINGED ACCESS PANELS. 10. PROVIDE FACTORY CONDENSER COIL GUARDS. 11. PROVIDE TITLE 24 COMPLIANT HONEYWELL, TOUCH SCREEN, PROGRAMMABLE THERMOSTAT CONTROLLER. PROVIDE A MINIMUM 50'-0" ADDITIONAL CONTROL WIRING LOOPED AND SECURED FOR RELOCATION OF THERMOSTAT/SENSOR IN FUTURE TENANT IMPROVEMENT SCOPE OF WORK. LOCATE AND SECURE WITHIN ROOF FRAMING MEMEBERS. (N) HP-3 HEAT PUMP TRANE WHC036H VERTICAL 208 / 3 42.0 50 15.0 / - / - NA1.5 0.64 1200 0.7 250 DIRECT DX 26.56 8067 HEAT PUMP 6.0 23.6 NA (2) 20 x 35 x 2 MERV 13 - SEE NOTES 892 1200 (E) AC-5 (E) AC-6 (E) AC-7 (E) AC-8 (E) AC-9 (E) AC-10 (E) AC-11 (E) AC-12 (E) AC-13 (E) AC-14 (N) HP-15 GAS / ELECTRIC TRANE YCH060 VERTICAL 208 / 3 32.1 45 15.0 / - / - 81.0-- 2000 0.5 290 BELT DX-8067 GAS-6048 NATURAL GAS (2) 20 x 12 x 1 MERV 13 - SEE NOTES - 1200 GAS / ELECTRIC GAS / ELECTRIC TRANE YCH060 VERTICAL 208 / 3 32.1 45 15.0 / - / - 81.0-- 2000 0.5 290 BELT DX-8067 GAS-6048 NATURAL GAS (2) 20 x 12 x 1 MERV 13 - SEE NOTES - 1200 GAS / ELECTRIC TRANE YCH060 VERTICAL 208 / 3 32.1 45 15.0 / - / - 81.0-- 2000 0.5 290 BELT DX--8067 GAS-6048 NATURAL GAS (2) 20 x 12 x 1 MERV 13 - SEE NOTES - 1200 GAS / ELECTRIC TRANE YCH060 VERTICAL 208 / 3 32.1 45 15.0 / - / - 81.0-- 2000 0.5 290 BELT DX--8067 GAS-6048 NATURAL GAS (2) 20 x 12 x 1 MERV 13 - SEE NOTES - 1200 GAS / ELECTRIC TRANE YCH060 VERTICAL 208 / 3 32.1 45 15.0 / - / - 81.0-- 2000 0.5 290 BELT DX--8067 GAS-6048 NATURAL GAS (2) 20 x 12 x 1 MERV 13 - SEE NOTES - 1200 GAS / ELECTRIC TRANE YCH060 VERTICAL 208 / 3 32.1 45 15.0 / - / - 81.0-- 2000 0.5 290 BELT DX--8067 GAS-6048 NATURAL GAS (2) 20 x 12 x 1 MERV 13 - SEE NOTES - 1200 GAS / ELECTRIC TRANE YCH036 VERTICAL 208 / 3 23.2 30 15.0 / - / - 81.0-- 1200 0.5 200 BELT DX5.0--8067 GAS-6048 NATURAL GAS (2) 20 x 12 x 1 MERV 13 - SEE NOTES - 1200 3.0 5.0 5.0 5.0 5.0 5.0 5.0 (E) AC-8 GAS / ELECTRIC TRANE YCH048 VERTICAL 208 / 3 25.7 40 15.0 / - / - 81.0-- 1600 0.5 200 BELT DX4.0--8067 GAS-6048 NATURAL GAS (2) 20 x 12 x 1 MERV 13 - SEE NOTES - 1200 GAS / ELECTRIC TRANE YCH092 VERTICAL 208 / 3 43.3 50 15.0 / - / - 81.0-- 3000 0.5 290 BELT DX7.5--8067 GAS- 120 97.2 NATURAL GAS (2) 20 x 12 x 1 MERV 13 - SEE NOTES - 1200 GAS / ELECTRIC TRANE YCH060 VERTICAL 208 / 3 32.1 45 15.0 / - / - 81.0-- 2000 0.5 290 BELT DX--8067 GAS-6048 NATURAL GAS (2) 20 x 12 x 1 MERV 13 - SEE NOTES - 1200 5.0 - HEAT PUMP TRANE WHC060H VERTICAL 208 / 3 43.0 50.0 16.4 / 13.0 / - NA1.5 0.81 2000 0.7 400 BELT DX-8067 102 HEAT PUMP 6.048 NATURAL GAS (2) 20 x 12 x 1 MERV 13 - SEE NOTES - 1068 5.0- 33.54 102 102 102 102 102 102 102 102 102 102 102 102 EXHAUST CAP SCHEDULE NUMBER EH-1 MANUFACTURER GREENHECK MODEL GRSI-8 TYPE GRAVITY LOCATION ROOF CURB CAP SIZE (IN.) 19x19 ROOF OPENING (IN.) 10.5 x 10.5 OVERALL SIZE (IN.) 20.5 x 20.5 HOOD HEIGHT (IN.) 19.25 CFM 150 FPM / S.P. LOSS 405 / 0.012 SERVICE RESTROOMS OPER. WT. (LBS) 15 NOTES: 1. PROVIDE FACTORY 12" ROOF CURB. 2. PROVIDE FACTORY CURB CAP. 3. PROVIDE INSECT SCREEN. 4. PROVIDE BACKDRAFT DAMPER. ROOF HYDRANT SCHEDULE MARK FIXTURE S or W V CW HW DESCRIPTION ROOF HYDRANT - - 3/4" -- WOODFORD MODEL SRH-MS, FREEZE PROOF ROOF HYDRANT W/ MODEL 50H-BR DOUBLE CHECK BACKFLOW PREVENTER. PROVIDE WITH MOUNTING SYSTEM COMPLETE WITH UNDER DECK FLANGE AND EPDM BOOT COVER. HB1 HP-1,11 WHC092H 208 / 3 70.0 15.5 / 11.8 / - 7.5 2.75 0.74 3000 0.7 500 DIRECT DX 90.59 72.2 8067 105 HEAT PUMP 66.14 9.0 (4) 20 x 25 x 2 MERV 13 - SEE NOTES 1600 TRANE 1218 2.75/7.3 0.7/3.3 5.2/14.0 & 5.6/14.5 9.0/ - 67.0---- PACKAGED/DOWN 115 1333- 1 05/08/2023 09/07/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
By:

City of Sacramento Plan Review

APPROVED
TCastaneda
on Oct 05, 2023

PLUMBING & MECHANICAL

THE APPROVAL OF ALL

PLUMBING AND MECHANICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023
11 A A B B C C D D E E F F G G H H 22 33 44 55 66 77 88 99 1010 1111 1212 1313 (E) REF-5 (E) REF-4 (E) OAI-1 (E) OAI-2 (E) REF-1 (E) REF-3 (E) AC-1 (E) AC-3 (E) AC-4 (E) AC-8 (E) AC-10 (E) AC-9 (E) AC-7 (E) AC-6 (E) AC-5 (E) AC-12 (E) AC-11 (E) AC-13 (E) AC-14 5 1 (E) REF-2 3 3 3 2 2 2 3 SKYLIGHT, TYP. REFER TO ARCHITECTURAL PLANS. 4 4 4 4 4 4 4 4 4 4 4 ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
TCastaneda
on Oct 05, 2023

PLUMBING & MECHANICAL

THE APPROVAL OF ALL

PLUMBING AND MECHANICAL WORK

By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023
11 A A B B C C D D E E F F G G H H 22 33 44 55 66 77 88 99 1010 1111 1212 1313 (E) AC-1 (E) AC-8 (E) AC-10 (E) AC-9 (E) AC-7 (E) AC-6 (E) AC-5 (E) AC-12 (E) AC-11 (E) AC-13 (E) AC-14 1 2 1 1 1 1 1 1 1 1 1 SEE BASE BID M3.01 SEE BASE BID M3.01 SEE BASE BID M3.01 SEE BASE BID M3.01 SEE BASE BID M3.01 SEE BASE BID M3.01 SEE BASE BID M3.01 SEE BASE BID M3.01 SEE BASE BID M3.01 SKYLIGHT, TYP. REFER TO ARCHITECTURAL PLANS. ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
TCastaneda
on Oct 05, 2023

PLUMBING & MECHANICAL

THE APPROVAL OF ALL

PLUMBING AND MECHANICAL WORK

By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023
11 A A B B C C D D E E F F G G H H 22 33 44 55 66 77 88 99 1010 1111 1212 1313 (E) REF-5 (E) REF-4 (E) OAI-1 (E) OAI-2 HP3 MECH. PLATFORM FOR FUTURE CONDENSING UNITS, ON EXISTING CURB. 5 M6.01 NEW INTAKE HOOD FOR OUTSIDE AIR/VENTILATION TO FUTURE FAN COILS. IH1 3 1 2 REF1 5 (N) FREEZE PROOF HOSE BIB (N) FREEZE PROOF HOSE BIB 6 6 (E) AC-1 (E) AC-8 (E) AC-10 (E) AC-9 (E) AC-7 (E) AC-6 (E) AC-5 (E) AC-12 (E) AC-11 (E) AC-13 (E) AC-14 7 7 7 7 7 7 7 7 7 7 7 EH1 4 04 M6.01 07 M6.01 08 M6.01 9 M6.01 06 M6.01 8 8 8 8 PROVIDE 22" x 22" EQUIPMENT PLATFORM FOR FUTURE ROOFTOP EXHAUST FAN. 11 M6.01 HP15 1 04 M6.01 ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
TCastaneda
on Oct 05, 2023

PLUMBING & MECHANICAL

THE APPROVAL OF ALL

PLUMBING AND MECHANICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

City of Sacramento Plan Review

APPROVED
Leticia Valenzuela
on Sep 27, 2023

STRUCTURAL
This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023
11 A A B B C C D D E E F F G G H H 22 33 44 55 66 77 88 99 1010 1111 1212 1313 HP8 HP10 HP1 HP6 HP9 HP7 HP5HP12 HP11 HP13 HP14 1 03 M6.01 7 04 M6.01 1 03 M6.01 1 03 M6.01 1 03 M6.01 1 03 M6.01 1 03 M6.01 1 03 M6.01 1 03 M6.01 1 03 M6.01 1 03 M6.01 SEE BASE BID M3.02 SEE BASE BID M3.02 SEE BASE BID M3.02 SEE BASE BID M3.02 SEE BASE BID M3.02 SEE BASE BID M3.02 SEE BASE BID M3.02 SEE BASE BID M3.02 SEE BASE BID M3.02 SEE BASE BID M3.02 SEE BASE BID M3.02 SEE BASE BID M3.02 SEE BASE BID M3.02 ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
TCastaneda
on Oct 05, 2023

PLUMBING & MECHANICAL

THE APPROVAL OF ALL

PLUMBING AND MECHANICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

City of Sacramento Plan Review

APPROVED
Leticia Valenzuela
on Sep 27, 2023

By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023

CD CD CD CD
CD
CD1 1 1 1 1 1 FM RT MECHANICAL PIPING - DEMOLITION BASE DESIGN M3.03 SCALE: N 1 MECHANICAL PIPING - DEMOLITION BASE DESIGN 1/8" = 1'-0" KEYNOTES DEMOLISH EXISTING CONDENSATE PIPING TO POINT OF DISCONNECT SHOWN. CAP PIPING EXTENDED FROM DRYWELL TO BEHIND FINISHED WALL/CEILING SURFACES. CAP AND ABANDON DRYWELL IN PLACE. 1 ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
TCastaneda
on Oct 05, 2023

PLUMBING & MECHANICAL

THE APPROVAL OF ALL

PLUMBING AND MECHANICAL WORK

By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023

SALES OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICEOFFICE OFFICE DESIGN OFFICE OPEN OFFICE OFFICE OFFICE OFFICE OFFICE HALLWAY OFFICE HALLWAY SYSTEMS OFFICE LOUNGE 12 OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE KITCHENETTE CONFERENCE (N) FREEZE PROOF HOSE BIB (ON ROOF) 3/4"Ø CW (E) 3/4"Ø CW (E) 3/4"Ø CW (BELOW ROOF) 3/4"Ø CW POC POC (N) FREEZE PROOF HOSE BIB (ON ROOF) (E) AC (ON ROOF, TYPICAL) 3/4"Ø CW (UP TO ROOF) 3/4"Ø CW (UP TO ROOF) (E) 3/4"Ø (E) 3/4"Ø (E) 3/4"Ø (E) 3/4"Ø (E) 3/4"Ø (E) 3/4"Ø(E) 3/4"Ø (E) 3/4"Ø 3/4"Ø (E) 1-1/4"Ø 3/4"Ø 3/4"Ø (E) DRYWELL (E) 1-1/4"Ø (E) DRYWELL POC (E) 3/4"Ø (E) 1"Ø (E) 1"Ø (E) 1-1/4"Ø (E) 1-1/4"Ø (E) 1-1/4"Ø (E) 3/4" CD (UP TO ROOF, TYPICAL) (E)CD (E)CD (E)CD (E)CD (E)CD CD (E)CD (E)CD (E)CD 3/4"Ø (E) MOP SINK 3/4"Ø CD, DOWN TO TAILPIECE OF LAVATORY 3/4"Ø CD, DOWN. DISCHARGE IN EXISTING MOP SINK.

CD CD CD CD 1-1/4"Ø 1-1/4"Ø 3/4"Ø 1 1 13 M6.01 12 M6.01 12 M6.01 (E)CW (E)CW CW (E)CW CW CAP (E) PIPING CAP (E) PIPING 3/4"Ø C.O. 3/4"Ø POC FM RT MECHANICAL PIPING - NEW BASE DESIGN M3.04 SCALE: N 1 MECHANICAL PIPING - NEW BASE DESIGN 1/8" = 1'-0" KEYNOTES PROVIDE NEW CONDENSATE PIPING AND CLEANOUTS. ROUTE DISCHARGE TO APPROVED PLUMBING RECEPTOR AS SHOWN ON PLANS. 1 ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
TCastaneda
on Oct 05, 2023

PLUMBING & MECHANICAL

THE APPROVAL OF ALL

PLUMBING AND MECHANICAL WORK

By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023
ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
N

A KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE PBK Architects 1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P MEP Engineering1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P 1 BACKCHECK 1 6/23/23
2 BACKCHECK 2 8/10/23 FM RT MECHANICAL DETAILS M6.01 ACOUSTIC LINED DUCTS 1. GALVANIZED SHEET METAL DUCT. 2. ACOUSTIC DUCT LINER, LINER TO BE ADHERED TO DUCT WITH 100% ADHESIVE. (MIRACLE PF96) 3. NOT MORE THAN 2" FROM EDGE OF DUCT LINER. 4. ALL ENDS OF LINER TO BE COATED WITH ADHESIVE. (MIRACLE PF96) ENDS OF LINER SHALL BE BUTTED FIRMLY TOGETHER. 5. TOP AND BOTTOM SECTIONS OF LINER SHALL OVERLAP THE SIDES. METAL FASTENERS: OMARK INSUL-PINS. DURA DYNE FASTENERS OR GRIP NAILS. GRIP NAILS SHALL BE INSTALLED BY "GRIP-NAIL AIR HAMMER" OR BY AUTOMATIC FASTENER EQUIPMENT. 1 2
3 4 5 2 1
2"
12" C.C. MAX. (TYPICAL)
2" DUCT CONSTRUCTION STANDARDS N.T.S 61 & ABOVE 18 1" x 1" x 1/8" @ 60 IN. 1 1" x 1" x 1/8" @ 60 IN. NONE REQUIRED NONE REQUIRED 1" x 1" x 1/8" @ 60 IN. 22 1" x 1" x 1/8" @ 60 IN. 242426 19 - 30 31 - 42 13 - 18 UP THRU 12 43 - 60 20 1111 24261 242426 22242424
H 182224242420
H TRANSVERSE REINFORCING (1) AT JOINTS DIMENSION OF LONGEST SIDE, INCHES SHEET METAL GAGE (ALL FOUR SIDES) MINIMUM REINFORCING ANGLE SIZE AND MAXIMUM LONGITUDINAL SPACING BETWEEN TRANSVERSE JOINTS &/OR INTERMEDIATE REINFORCING (1) TRANSVERSE REINFORCING SIZE IS DETERMINED BY DIMENSION OF SIDE TO WHICH ANGLE IS APPLIED. MIN. HT. IN. DRIVE SLIP PLAIN S SLIP HEMMED S SLIP ALTER'NT BAR SLIP REIN- FORCED BAR SLIP RECOM- MENDED GAGE RECOM- MENDED GAGE RECOM- MENDED GAGE RECOM- MENDED GAGE 0201 ROOF EQUIPMENT PLATFORM ON EXISTING CURB N.T.S 05 HEAT PUMP ON EXISTING CURB N.T.S 03 ROOF EXHAUST FAN ON NEW CURB N.T.S 06 1. EXHAUST FAN. 2. 2" x 1/4" CONTINUOUS DENSE NEOPRENE SPONGE GASKET. 3. 1/4" DIA. SHEET METAL SCREW, (2) EACH SIDE. 4. FLASHING. 5. FACTORY CURB. 6. SILICONE SEAL BOLT HEAD. 7. SILICONE SEAL. 8. 3/8" DIA. LAG BOLT WITH 3" PENETRATION. (ONE PER CORNER) 9. STRUCTURAL BL0CKING, SEE STRUCT. DWGS. 10. ROOF - SEE ARCH. DWGS. 11. EXHAUST DUCT. 12. FLASHING AND WATERPROOFING, PER ARCHITECTURAL. 1 2
3 4
5 67
8 9 1011 A-A SECTION A-A 4
6 9
3 1
2 4
5 8
7 6
9 1. ROOF DECKING. 2. ROOF FRAMING. 3. ROOF HYDRANT. 4. UPPER DECK FLANGE. 5. MFGR. 5/8" MOUNTING BOLTS W/ WASHER AND NUT (TYP OF 4). 6. CLAMP SCREWS (TYP OF 3). 7. RESERVOIR. 8. 3/4" N.P.T INLET, NO DRAIN REQUIRED. 9. (2) 4x4 BLOCKING BETWEEN JOISTS W/ SIMPSON U44 HANGER AT EACH END. 10. ROOFING. UP AND OVER FLANGE, SEE ARCH. DWGS, ROOF HYDRANT N.T.S 07 EXHAUST ROOF CAP N.T.S 08 INTAKE HOOD ON NEW CURB N.T.S 1. RELIEF HOOD, SEE MECH. PLAN. 2. FACTORY ROOF CURB FURNISHED WITH HOOD. 3. #12 SMS LAG SCREW. 4. 2x WOOD LEVELING BLOCK, SHAPED TO MATCH ROOF SLOPE. 5. 4x4 BLKG W/ U HGR SSD EA. END. 6. 22 GA. GALV. SHEET METAL DUCT WITH ELBOW, SEE MECH. PLAN. 7. ROOF FLASHING AND WATERPROOFING (UP CURB FACE AND UNDER CAP). SEE ARCH. DWGS. 8. 1/2"Ø BOLT W/ WASHER & NUT THRU STRUCT. AT 24" O.C. 9. BACKDRAFT DAMPER. 10. FINISHED ROOF, SEE ARCH. DWGS. 11. CEILING, SEE ARCH. DWGS. 12. DUCT STRAP HANGER, PER SMACNA STANDARDS. 13. DUCT CONTINUATION TO FAN COILS. 09 HEAT PUMP ON NEW CURB N.T.S 04 7 1. SEE PLAN FOR CONTINUATION. 2. OPEN TEE 3. CONNECTION TO DRAIN STUB. NEOPRENE COVERED HOSE AT UNITS MOUNTED ON VIBRATION ISOLATORS NIPPLES & UNION AT ALL OTHERS 4. MECH. EQUIPMENT CASING 5. DEEP TRAP SEAL. MAKE-UP TRAP OUT OF NIPPLES AND FITTINGS. DELETE IF UNIT IS EQUIPPED WITH AN INTERNAL TRAP. 6. FLASHING. 7. SLOPE HORIZONTAL LINES 1/8" PER FOOT (MIN) PLUG TEE (CO) AT EACH CHANGE OF DIRECTION SLOPE 3" 3" 1" CONDENSATE DRAIN CONNECTION N.T.S 4 5
6 1
2 3
7 1. AIR CONDITIONING UNIT. 2. UNIT BASE RAIL, SEE MANUFACTURER'S CUT SHEET. 3. MANUFACTURER'S HOLD DOWN S-CLIP. 16 GA. GALVANIZED STEEL. 2 PER LONG SIDE, AT EACH CORNER, 4 TOTAL. 4. GALVANIZED S/M FLASHING. 5. 2"x1/4" CONTINUOUS DENSE NEOPRENE SPONGE GASKET. 6. (E) CURB. 7. MINIMUM R-13 RIGID INSULATION. 8. #10x1/2 TEK SCREWS, 3 PER S-CLIP, 12 TOTAL. 9. (E) ROOF 10. 1-1/2" RIGID INSULATION COMPATIBLE WITH ROOFING. 11. FLASHING AND WATERPROOFING, SEE ARCHITECTURAL. 12. (E) BLOCKING OR WOOD FRAMING. 13. (E) ATTACHMENT TO STRUCTURE. 1. AIR CONDITIONING UNIT. 2. UNIT BASE RAIL, SEE MANUFACTURER'S CUT SHEET. 3. MANUFACTURER'S HOLD DOWN S-CLIP. 16 GA. GALVANIZED STEEL. 4. GALVANIZED S/M FLASHING. 5. 2"x1/4" CONTINUOUS DENSE NEOPRENE SPONGE GASKET. 6. (N) METAL ROOF CURB, BY FACTORY. 7. MINIMUM R-13 RIGID INSULATION. 8. #10x1/2 TEK SCREWS, 4 PER SIDE, 8 TOTAL. 9. (E) ROOF 10. 1-1/2" RIGID INSULATION COMPATIBLE WITH ROOFING. 11. FLASHING AND WATERPROOFING, SEE ARCHITECTURAL PLANS. 12. BLOCKING, SEE STRUCTURAL PLANS. 13. ATTACHMENT TO STRUCTURE, SEE STRUCTURAL PLANS. 1 2
83 411
9 1312
7 10
685 1. 20 GA. GALV. SHT MTL. COVER, LAP, FOLD, & SOLDER ALL HORIZ. JOINTS 2. LEVEL 1-1/8" PLYWOOD PLATFORM 3. #10 GALV. SCREWS. @ 12" O.C. (MIN 1" EMBED). SEAL WATER TIGHT. 4. GALVANIZED S/M FLASHING. 5. FLASHING AND WATERPROOFING, SEE ARCHITECTURAL. 6. (E) CURB. 7. MINIMUM R-13 RIGID INSULATION. 8. (E) ROOF 9. 1-1/2" RIGID INSULATION COMPATIBLE WITH ROOFING. 10. (E) BLOCKING OR WOOD FRAMING. 11. (E) ATTACHMENT TO STRUCTURE. 12. (E) LEVELING BLOCK 10 1 2
83 411
9 1312
7 10
6851110
7 1
34 5
8 2
3 12
9 6
1 2
3 4
5 6 12
7 8 10
9 1311 1. EXHAUST HOOD, SEE MECH. PLAN. 2. FACTORY ROOF CURB FURNISHED WITH HOOD. 3. #12 SMS LAG SCREW. 4. 2x WOOD LEVELING BLOCK, SHAPED TO MATCH ROOF SLOPE. 5. 4x4 BLKG W/ U HGR SSD EA. END. 6. 22 GA. GALV. SHEET METAL DUCT WITH ELBOW, SEE MECH. PLAN. 7. ROOF FLASHING AND WATER PROOFING (UP CURB FACE AND UNDER CAP). SEE ARCH. DWGS. 8. 1/2"Ø BOLT W/ WASHER & NUT THRU STRUCT. AT 24" O.C. 9. BACKDRAFT DAMPER. 10. FINISHED ROOF, SEE ARCH. DWGS. 11. CEILING, SEE ARCH. DWGS. 12. DUCT STRAP HANGER, PER SMACNA STANDARDS. 13. DUCT CONTINUATION TO EXHAUST FANS 12 ROOF EQUIPMENT PLATFORM N.T.S 1. 20 GA. GALV. SHT MTL. COVER, LAP, FOLD, & SOLDER ALL HORIZ. JOINTS. 2. 1/2" DIA. GALV. BLOT, OR 1/2" ALLTHREAD ROD, W/ DOUBLE NUT & WASHER EACH END AT 24" O.C. (MIN. 2 EA. SIDE WITHIN 9" OF EA. END OF RAIL). 3. 4x D.F. SUPPORT RAIL ALL AROUND. SHAPED FOR ROOF SLOPE. 4. ROOF, FLASHING AND WATERPROOFING, SEE ARCHITECTURAL PLANS. 5. LEVEL 1-1/8" PLYWOOD PLATFORM. 6. 4x6 BLOCKING W/ (2) A34 EACH END (STAGGER VERTICALLY). 7. 2x6 CROSS BRACING WITH SIMPSON U26 HANGER BRACKET AT 12" O.C. 8. COUNTERSINK BOLT HEAD AND WASHER. 9. 10d AT 4" O.C. AT EDGES AND FIELD. 10. R-19 BATT INSULATION. * VERIFY UNIT DIMENSIONS AND COORDINATE PLATFORM SIZE WITH GENERAL CONTRACTOR TO BE BUILT ACCORDINGLY. SHEET METAL COVER SHALL BE BUILT SO RAIN WATER RUNS OFF PLATFORM. 8" MIN. 10" MAX 3 4
2 1
9 7
9 6
5 8
* SIZE VARIES LEVEL 10 11
1 2
3 4
5 6 12
7 8 10
9 1311 10 PIPE SUPPORT & TABLE N.T.S HANGER ROD MAX. PIPE SIZE BOLT AND NUT SIZE MAX. SUPPORT SPACING 3/8"Ø 1/2"Ø 3/8"Ø 6'-0" O.C. 3/8"Ø 3/4"Ø - 1"Ø 3/8"Ø 8'-0" O.C. 3/8"Ø 1-1/4"Ø - 2"Ø 3/8"Ø 10'-0" O.C. 1/2"Ø 3"Ø - 4"Ø 1/2"Ø 10'-0" O.C. 4" 12" MAX. WITHOUT SEISMIC BRACING 2 3
4 5
6 7
8 1
9 1. BOTTOM OF STRUCTURE. 2. (N) HANGER ROD PER SCHEDULE, LENGTH AS REQUIRED. 3. PROVIDE 18" LONG CALCIUM SILICATE BLOCKS AT ALL INSULATED PIPE SUPPORTS. 4. (N) PIPE. 5. (N) UNISTRUT ADJUSTABLE J-HANGER. 6. EXTEND ROD DOWN TO TOP OF PIPE TO HOLD IN PLACE. 7. (N) NUT (TYP.) 8. ROD COUPLING. 9. HANGER ROD ATTACHMENT AT 2X FRAMING: USE 3" x 3" x 3" x 1/4" ANGLE WITH DOUBLE NUT. ATTACH ANGLE TO STRUCTURE WITH THRU BOLT AND NUT. 12 1. LAVATORY OR SINK. 2. SLIP-JOINT FITTING. 3. TRAP. 4. AREA CLEAR FOR ACCESS. 5. FINISHED FLOOR. 6. 3/4" CONDENSATE DRAIN IN WALL. 7. NEOPRENE HOSE & CLAMPS. 8. ESCUTCHEON PLATE. 9. WALL. 10. INSULATE SUPPLY AND DRAIN PER SPECIFICATIONS. NOTE: SEE ARCHITECT'S DRAWINGS FOR ACCESSIBLE REQUIREMENTS. 9" 27" MIN. 29" MIN. CONDENSATE TO TAILPIECE DETAIL N.T.S 1 2
3 4
5 678109 13 05/08/2023
09/07/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
By:

City of Sacramento Plan Review

APPROVED
TCastaneda
on Oct 05, 2023

PLUMBING & MECHANICAL

THE APPROVAL OF ALL

PLUMBING AND MECHANICAL WORK

By:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
TCastaneda
on Oct 05, 2023

PLUMBING & MECHANICAL

THE APPROVAL OF ALL

PLUMBING AND MECHANICAL WORK

By:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
TCastaneda
on Oct 05, 2023

PLUMBING & MECHANICAL

THE APPROVAL OF ALL

PLUMBING AND MECHANICAL WORK

By:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
TCastaneda
on Oct 05, 2023

PLUMBING & MECHANICAL

THE APPROVAL OF ALL

PLUMBING AND MECHANICAL WORK

By:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
TCastaneda
on Oct 05, 2023

PLUMBING & MECHANICAL

THE APPROVAL OF ALL

PLUMBING AND MECHANICAL WORK

By:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
N

A KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE PBK Architects 1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P MEP Engineering1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P 1 BACKCHECK 1 6/23/23
2 BACKCHECK 2 8/10/23 COVER SHEET E0.00 SHEET INDEX E0.00 COVER SHEET E3.01 ELECTRICAL ROOF PLAN - DEMOLITION - BASE DESIGN E3.02 E2.01 ELECTRICAL FLOOR PLAN - BASE DESIGN E4.01 ELECTRICAL ROOF PLAN - NEW - BASE DESIGN CAL-GREEN REQUIREMENTS 1. TESTING AND ADJUSTING. TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR NEW BUILDINGS LESS THAN 10,000 SQUARE FEET OR NEW SYSTEMS TO SERVE AN ADDITION OR ALTERATION SUBJECT TO SECTION 303.1 2. SYSTEMS. DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING SYSTEMS. SYSTEMS TO BE INCLUDED FOR TESTING AND ADJUSTING SHALL INCLUDE, AS APPLICABLE TO THE PROJECT: A. HVAC SYSTEMS AND CONTROLS. B. INDOOR AND OUTDOOR LIGHTING AND CONTROLS. C. WATER HEATING SYSTEMS. D. RENEWABLE ENERGY SYSTEMS. E. LANDSCAPE IRRIGATION SYSTEMS. F. WATER REUSE SYSTEMS. 3. PROCEDURES. PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS AND APPLICABLE STANDARDS ON EACH SYSTEM. A. HVAC BALANCING. IN ADDITION TO TESTING AND ADJUSTING, BEFORE A NEW SPACE-CONDITIONING SYSTEM SERVING A BUILDING OR SPACE IS OPERATED FOR NORMAL USE, BALANCE THE SYSTEM IN ACCORDANCE WITH THE PROCEDURES DEFINED BY THE TESTING ADJUSTING AND BALANCING BUREAU NATIONAL STANDARDS; THE NATIONAL ENVIRONMENTAL BALANCING BUREAU PROCEDURAL STANDARDS; ASSOCIATED AIR BALANCE COUNCIL NATIONAL STANDARDS OR AS APPROVED BY THE ENFORCING AGENCY. 4. REPORTING. AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. 5. OPERATION AND MAINTENANCE (O & M) MANUAL. PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM. O & M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS. A. INSPECTIONS AND REPORTS. INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE ENFORCING AGENCY. 6. TEMPORARY VENTILATION. THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM REPORTING VALUE (MERV) OF 8, BASED ON ASHRAE 52.2-1999 OR AN AVERAGE EFFICIENCY OF 30 PERCENT BASED ON ASHRAE 52.1-1992. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE BUILDING IS OCCUPIED DURING ALTERATIONS, AT THE CONCLUSION OF CONSTRUCTION. 7. COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATION EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH WRAP, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM. 8. FILTERS. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY THAT PROVIDE AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8. MERV 8 FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. EXCEPTIONS: A. AN ASHRAE 10-PERCENT TO 15-PERCENT EFFICIENCY FILTER SHALL BE PERMITTED FOR AN HVAC UNIT MEETING THE 2019 CALIFORNIA ENERGY CODE HAVING 60,000 BTY/H OR LESS CAPACITY PER FAN COIL, IF THE ENERGY USE OF THE AIR DELIVERY SYSTEM IS 0.4 W/CFM OR LESS AT DESIGN AIR FLOW. B. EXISTING MECHANICAL EQUIPMENT. 9. OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS. INSTALLATIONS OF HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH SECTIONS 5.508.1.1 AND 5.508.1.2. C. CHLOROFLOUROCARBONS (CFCS). INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN CFCS. D. HALONS. INSTALL HVAC REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN HALONS. 10. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1 1 ENCLOSURE UNLESS OTHERWISE NOTED. PROVIDE FUSED BUSWAY PLUG WHEN SWITCH IS INDICATED DISCONNECT SWITCH. FRAME SIZE/FUSE SIZE/POLES AS INDICATED, "NF" INDICATES NON-FUSIBLE. NEMA A NOTATION INDICATING THE MOUNTING HEIGHT OF A DEVICE AS MEASURED FROM FINISHED FLOOR OR SURFACE FLOOR TELEPHONE OUTLET. "T" INDICATES TWO OUTLETS IN ONE BOX. PROVIDE CARPET FLANGE NEMA 5-15R OUTLET FOR EACH TTY, TDD OR OTHER SCREEN OR CARD-ACCESS TELEPHONE. WALL TELEPHONE OUTLET. "P" INDICATES PAY TYPE, "W" INDICATES WALL MOUNTED PHONE. PROVIDE FLUSH FLOOR TELEPHONE OUTLET WITH CARPET FLANGE WHERE APPLICABLE. MAGNETIC MOTOR CONTROLLER. NUMBER INDICATES NEMA SIZE. STARTER NEMA SIZE SHALL BE "NEMA 1" ON BUSWAY. ALL DISCONNECT SWITCHES SHALL BE 30/NF/3 UNLESS OTHERWISE NOTED. MOTOR. SINGLE CIRCUIT BREAKER IN INDIVIDUAL ENCLOSURE. GRADE TO CENTER LINE OF DEVICE. COMBINATION DISCONNECT SWITCH/MOTOR CONTROLLER. UNLESS OTHERWISE NOTED. CONTACTOR EQUIPMENT: TELEPHONE/DATA: WHERE APPLICABLE. ELECTRICAL SYMBOL LEGEND 1. EVERY SYMBOL SHOWN ON LEGEND MAY NOT APPEAR ON DRAWINGS. 2. DASHED ELECTRICAL EQUIPMENT GENERALLY INDICATES EXISTING EQUIPMENT. 3. LONG-SHORT-SHORT-LONG DASHING GENERALLY INDICATES MATCH LINE OR DEFINES AREA FOR LIGHTING OR POWER CIRCUIT(S). ARROW INDICATES HOME RUN, LONGER TICK(S) INDICATE NEUTRAL WIRE(S), SHORTER STRAIGHT TICK(S) INDICATE PHASE WIRE(S), SLANTED SHORTER TICK(S) INDICATE SWITCH LEG(S), DOT(S) INDICATE GROUNDING CONDUCTOR(S), DASHED WIRING (LONG-SHORT-LONG DASHES) INDICATES WIRING BELOW SLAB OR GRADE, DASHED WIRING (SERIES OF SHORT DASHES) INDICATES EXISTING WIRING, SLASH THROUGH ARROW INDICATES PARTIAL CIRCUIT, "D" ON HOMERUN ARROW INDICATES DEDICATED CIRCUIT: PROVIDE A SEPARATE NEUTRAL FOR EACH PHASE CONDUCTOR FOR ENTIRE LENGTH OF CIRCUIT FROM PANEL TO OUTLET; COUNT EACH NEUTRAL AS CURRENT-CARRYING AND GROUP A MAXIMUM OF SIX THHN/THWN CONDUCTORS IN A SINGLE RACEWAY; GROUNDING TELEPHONE CONDUIT SYSTEM. DASHED WIRING (LONG-SHORT-LONG DASHES) INDICATES WIRING IN OR BELOW SLAB OR GRADE, DASHED WIRING (SERIES OF SHORT DASHES) INDICATES EXISTING WIRING. JUNCTION BOX. "J" MAY BE OMITTED IF BOX IS WITHIN OR ATTACHED TO FLUORESCENT LIGHT FIXTURE POINT OF BRANCH CIRCUIT TAP FOR SEPARATELY SWITCHED FIXTURE GROUP. REFERENCE CATEGORY "B" CONTROL, NUMBER INDICATES CIRCUIT, FOR SOLID CIRCLE REFERENCE APPROPRIATE CATEGORY "A" LED LIGHTING FIXTURE. LETTER INDICATES TYPE, SMALL LETTER INDICATES SWITCH CONTROL, NUMBER INDICATES CIRCUIT, FOR SOLID CIRCLE ATTACHED TO FIXTURE REFERENCE APPROPRIATE STRIP TYPE LED LIGHTING FIXTURE. LETTER INDICATES TYPE, SMALL LETTER INDICATES SWITCH CIRCLE WITHIN FIXTURE REFERENCE APPROPRIATE CATEGORY "A" CIRCUIT RELATED SYMBOL. NUMBER INDICATES CIRCUIT, CROSS HATCHING INDICATES FIXTURE ON EMERGENCY SYSTEM, FOR SOLID LED LIGHTING FIXTURE. LETTER INDICATES TYPE, SMALL LETTER INDICATES SWITCH CONTROL, EXIT LIGHT FIXTURE. LETTER INDICATES TYPE, NUMBER INDICATES CIRCUIT, NUMBER AND LOCATION OF SHADED TRIANGLE SECTIONS INDICATES NUMBER OF EXIT SIGN FACES AND DIRECTION OF EACH FACE. PROVIDE CHEVRON DIRECTIONAL INDICATORS AS SHOWN ON DRAWINGS. CIRCUIT DESIGNATION NEXT TO SWITCH INDICATES BRANCH CIRCUIT NUMBER. MULTI-LEVEL SWITCH. CIRCUIT DESIGNATION NEXT TO SWITCH INDICATES BRANCH CIRCUIT NUMBER. INDICATES DPDT, "3" INDICATES 3-WAY, "4" INDICATES 4-WAY, "M" INDICATES MANUAL MOTOR STARTER, WEATHERPROOF, "K" INDICATES KEY OPERATED, "MO" INDICATES SPDT MOMENTARY CONTACT, "2" WALL BOX DIMMER SWITCH. "MARK" INDICATES WATTAGE IF OTHER THAN 600, "3D" INDICATES 3-WAY SWITCH. SMALL LETTER INDICATES FIXTURES CONTROLLED, "P" INDICATES PILOT LIGHT, "WP" INDICATES GROUNDING ELECTRODE. POWER OUTLETS: PHOTOELECTRIC CONTROL. EMERGENCY POWER OFF (EPO) PUSHBUTTON. PUSH BUTTON. DIMMER. WALL OR BRACKET MOUNTED FIXTURE OR DEVICE. CATEGORY "A" CIRCUIT RELATED SYMBOL. CIRCUIT RELATED SYMBOL. CONTROL: LIGHTING: CIRCUIT RELATED: SYMBOL ON PLANS. CONDUCTOR IS NOT COUNTED. LIGHTING SYMBOLS FOR FURTHER INFORMATION. SPECIAL NOTE. WALL MOUNT OCCUPANCY SENSOR.. DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR. REQUIREMENTS. SURFACE FLOOR COMMUNICATIONS OR DATA OUTLET. REFER TO 'TS' SERIES SHEETS FOR EXACT BOX/ FLUSH FLOOR COMMUNICATIONS OR DATA OUTLET. REFER TO 'TS' SERIES SHEETS FOR EXACT BOX/ WALL COMMUNICATIONS OR DATA OUTLET. REFER TO 'TS' SERIES SHEETS FOR EXACT BOX/ CONDUIT CONDUIT REQUIREMENTS. PROVIDE CARPET FLANGE WHERE APPLICABLE. CONDUIT REQUIREMENTS. PROVIDE CARPET FLANGE FLANGE WHERE APPLICABLE. CIRCUIT DESIGNATION NEXT TO RECEPTACLE DEVICES INDICATES BRANCH CIRCUIT NUMBER. RE: PANEL INDICATES RECEPTACLE SHALL BE MOUNTED ABOVE COUNTER TOP. REFER TO SAME AS FOURPLEX RECEPTACLE EXCEPT ISOLATED GROUND TYPE RECEPTACLE. SCHEDULES FOR INFORMATION. ARCHITECT FOR EXACT HEIGHT ABOVE COUNTER. SINGLE DUPLEX. PROVIDE CARPET FLANGE WHERE APPLICABLE. 20A-125V FOURPLEX RECEPTACLE. SPECIAL PURPOSE SINGLE POWER RECEPTACLE. RATED AS INDICATED (IF NO RATING INDICATED, RECEPTACLE RATING SHALL MATCH BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE SIZE AND SHALL MEET REQUIREMENTS OF EQUIPMENT BEING CONNECTED), "C" INDICATES CLOCK OUTLET. 20A-125V FLUSH FLOOR DUPLEX RECEPTACLE. 20A WHEN INDICATED OR IF BRANCH CIRCUIT SERVES ONLY 20A-125V DUPLEX TAMPER RESISTANT RECEPTACLE WITH (2) USB CHARGING PORTS. 20A-125V DUPLEX RECEPTACLE. "G" INDICATES GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE. "WP" INDICATES WEATHER PROOF DEVICE. SAME AS DUPLEX RECEPTACLE EXCEPT ISOLATED GROUND TYPE RECEPTACLE. DESIGNATES FIXTURE ON EMERGENCY POWER. RE: LIGHTING PLAN NOTES AND FIXTURE SCHEDULE NOTES FOR ADDITIONAL INFORMATION. DIGITAL TIME SWITCH CEILING MOUNTED RESTROOM OCCUPANCY SENSOR. CEILING MOUNTED CORRIDOR OCCUPANCY SENSOR. CEILING MOUNTED HIGH CEILING OCCUPANCY SENSOR. 20A-125V DUPLEX RECEPTACLE. OCCUPANCY CONTROLLED RECEPTACLE 20A-125V FOURPLEX RECEPTACLE. OCCUPANCY CONTROLLED RECEPTACLE MEP COMPONENT ANCHORAGE NOTE PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE ALL MECHANICAL, PLUMBING AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2019 CBC, SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTER 13, 26 AND 30: 1. ALL PERMANENT EQUIPMENT AND COMPONENTS. 2. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT THAT IS PERMANENTLY ATTACHED (e.g. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRIC, GAS OR WATER. "PERMANENTLY ATTACHED" SHALL INCLUDE ALL ELECTRICAL CONNECTIONS EXCEPT PLUGS FOR 110/220 VOLT RECEPTACLES HAVING A FLEXIBLE CABLE. 3. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER APPROVED BY DSA. THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE BUT NEED NOT DEMONSTRATE DESIGN COMPLIANCE WITH THE REFERENCES NOTED ABOVE. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE CONNECTIONS MUST ALLOW MOVEMENT IN BOTH TRANSVERSE AND LONGITUDINAL DIRECTIONS: 1. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT. 2. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUND PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL. THE ANCHORAGE OF ALL MECHANICAL, ELECTRICAL AND PLUMBING COMPONENTS SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY DSA. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTION 13.6.5, 13.6.6, 13.6.7, 13.6.8; AND 2019 CBC, SECTION 1617A.1.24, 1617A.1.25, AND 1617A.1.26. THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (E.G., OSHPD OPM FOR 2013 CBC OR LATER), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO START OF AND DURING THE HANGING AND BRACING OF DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS. MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E): MP MD PP E OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS. MP MD PP E OPTION 2: SHALL COMPLY WITH THE APPLICABLE OSHPD PRE-APPROVAL (OPM-0295-13). CO2 T WALL MOUNTED THERMOSTAT. WALL MOUNTED CARBON DIOXIDE SENSOR. 1-HR RATED WALL ASSEMBLY 20A-125V CEILING DUPLEX RECEPTACLE. 20A UNLESS OTHERWISE INDICATED. K.G. L.M.

ETA
T
TS
IS GER
DERE

EC TR I C
NR
OF
C

AL I FO
REE IN G No. E 23576 Exp. 09-30-2023 L E
AL
I A
OF
E
S
PR
I A
ON
L EN
NOR
LD A
DEL
ZUR
A C
C E4.02 E6.02 E6.03 EXISTING PANEL SCHEDULES - BASE DESIGN E6.01 ONE LINE & NEW PANEL SCHEDULES - BASE DESIGN ELECTRICAL ROOF PLAN - DEMOLITION - ADD. ALTERNATE #1 ELECTRICAL ROOF PLAN - NEW - ADD. ALTERNATE #1 ONE LINE & NEW PANEL SCHEDULES - ADD. ALTERNATE #1 E2.02 ELECTRICAL FLOOR PLAN - ADD. ALTERNATE #1 E6.04 EXISTING PANEL SCHEDULES - ADD. ALTERNATE #1 2 05/08/2023
09/07/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
By:

City of Sacramento Plan Review

APPROVED
Nick Larson
on Sep 27, 2023

ELECTRICAL DIVISION
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023

SALES OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE DESIGN OFFICE OPEN OFFICE OFFICE OFFICE OFFICE OFFICE HALLWAY OFFICE HALLWAY SYSTEMS OFFICE LOUNGE 12 MENS RR WOMENS RR STORAGE ROOMCOMP STORAGE SUPERVISOR'S OFFICE 67 SF AG RR 83 SF AG RR STAFF AREA OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE KITCHENETTE CONFERENCE LOBBY/FOYER CONFERENCE ROOM 11 A
BC
D
E
F
G
H
22 3
3 44
55 66
77 88
9 9 10 10 1111 1212 1313 (E) 'LCP' (E) PANEL 'D' (N) PANEL 'E' 400A,120/208,4W (2) 2-1/2"C - (4) #4/0, #3 GR EACH CONDUIT TO 'MSB' (E) PANEL 'C' (E) PANEL 'B' (E) PANEL 'A' (E) 'MSB' 2 2 ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
N

EC TR I C
NR
OF
C

AL I FO
REE IN G No. E 23576 Exp. 09-30-2023 L E
AL
I A
OFES
S
PR
I A
ON
L EN
NOR
LD
A
D
E
L
Z UR
A C
C 05/08/2023
09/07/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

City of Sacramento Plan Review

APPROVED
Nick Larson
on Sep 27, 2023

ELECTRICAL DIVISION
This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023

SALES OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE DESIGN OFFICE OPEN OFFICE OFFICE OFFICE OFFICE OFFICE HALLWAY OFFICE HALLWAY SYSTEMS OFFICE LOUNGE 12 MENS RR WOMENS RR STORAGE ROOMCOMP STORAGE SUPERVISOR'S OFFICE 67 SF AG RR 83 SF AG RR STAFF AREA OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE KITCHENETTE CONFERENCE LOBBY/FOYER CONFERENCE ROOM 11 ABCDEFGH 22 33 44 55 66 77 88 9 9 10 10 1111 1212 1313 (E) 'LCP' (E) PANEL 'D' (N) PANEL 'E' 400A,120/208,4W (2) 2-1/2"C - (4) 4/0, #3 GR EACH CONDUIT TO 'MSB' (E) PANEL 'C' (E) PANEL 'B' (E) PANEL 'A' (E) 'MSB' 2 2 ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
Nick Larson
on Sep 27, 2023

By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023
11 A A B B C C D D E E F F G G H H 22 33 44 55 66 77 88 99 1010 1111 1212 1313 (E) REF-5 (E) REF-4 (E) REF-1 (E) REF-3 (E) AC-1 (E) AC-3 (E) AC-4 (E) AC-8 (E) AC-10 (E) AC-9 (E) AC-7 (E) AC-6 (E) AC-5 (E) AC-12 (E) AC-11 (E) AC-13 (E) AC-14 (E) REF-2 2 SKYLIGHT, TYP. REFER TO ARCHITECTURAL PLANS. GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) 1 1 1 1 1 1 1 1 5 5 5 5 2 2 2 2 5 2 2 3 4 3 4 4 2 B-6/8/10 B-18/20/22 B-24/26/28 B-30/32/34 B-42 B-36/38/40 C-39 B-12 C-32/34/36 C-20/22/24 C-26/28/30 C-38/40/42 A-28/30/32 A-22/24/26 A-16/18/20 UPS-38/40/42 A-41 UPS-36 A-36 A-36 A-36 A-36 A-36 A-36 A-36 A-36 APPROXIMATE LOCATION OF EXISTING PANELBOARDS 'B' AND 'C' BELOW. TO REMAIN APPROXIMATE LOCATION OF EXISTING PANELBOARD 'UPS' BELOW. TO REMAIN. APPROXIMATE LOCATION OF EXISTING PANELBOARDS 'D', A, AND 'LCP' BELOW. TO REMAIN APPROXIMATE LOCATION OF EXISTING 'MSB' BELOW. TO REMAIN. 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
Nick Larson
on Sep 27, 2023

By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023
11 A A B B C C D D E E F F G G H H 22 33 44 55 66 77 88 99 1010 1111 1212 1313 (E) REF-5 (E) REF-4 (E) REF-1 (E) REF-3 (E) AC-1 (E) AC-3 (E) AC-4 (E) AC-8 (E) AC-10 (E) AC-9 (E) AC-7 (E) AC-6 (E) AC-5 (E) AC-12 (E) AC-11 (E) AC-13 (E) AC-14 (E) REF-2 2 SKYLIGHT, TYP. REFER TO ARCHITECTURAL PLANS. 5 GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) 1 1 1 1 1 1 1 1 5 5 5 2 2 2 2 5 5 3 3 4 3 4 4 2 B-6/8/10 B-18/20/22 B-24/26/28 B-30/32/34 B-42 B-36/38/40 C-39 B-12 C-32/34/36 C-20/22/24 C-26/28/30 C-38/40/42 A-28/30/32 A-22/24/26 A-16/18/20 UPS-38/40/42 A-41 UPS-36 A-36 A-36 A-36 A-36 A-36 A-36 A-36 A-36 APPROXIMATE LOCATION OF EXISTING PANELBOARDS 'B' AND 'C' BELOW. TO REMAIN APPROXIMATE LOCATION OF EXISTING PANELBOARD 'UPS' BELOW. TO REMAIN. APPROXIMATE LOCATION OF EXISTING PANELBOARDS 'D', A, AND 'LCP' BELOW. TO REMAIN APPROXIMATE LOCATION OF EXISTING 'MSB' 2 BELOW. TO REMAIN. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
Nick Larson
on Sep 27, 2023

By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023
11 A A B B C C D D E E F F G G H H 22 33 44 55 66 77 88 99 1010 1111 1212 1313 HP3 NEW INTAKE HOOD FOR OUTSIDE AIR/VENTILATION TO FUTURE FAN COILS.IH1 REF1 EH1 GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) 1 1 1 1 1 1 (E) REF-4 (E) AC-1 (N) REF-1 (N) HEAT PUMP (OLD "AC-3" LOCATION) (E) AC-8 (E) AC-10 (E) AC-9 (E) AC-7 (E) AC-6 (E) AC-5 (E) AC-12 (E) AC-11 (E) AC-13 (E) AC-14 3 2 (N) 1"C - 3 #10, #12 GR (N) E - 8/10/12 (N) 1"- 3 #6, #10 GR (N) E - 14/16/18 (E) 3/4"C - 2 #12, #12 GR (E) C-39 (N) 1"C - 3 #6, #10 GR (N) E - 13/15/17 (N) 1"C - 3 #6, #10 GR (N) E - 1/3/5 (N) 1"C - 3 #6, #10 GR (N) E - 7/9/11 (N)1"C - 3 #6, #10 GR (N) E - 19/21/23 (E) 1"C - 3 #6, #10 GR (E) A - 28/30/32 (E) 1"C- 3 #6, #10 GR (E) A-22/24/26 (E) 1"C - 3 #6, #10 GR (E) A-16/18/20 (E) 1"C -3 #6, #10 GR (E) UPS-38/40/42 (E) 3/4"C - 2 #12, #12 GR (E) A-41 5 5 5 5 5 5 2 2 2 2 2 A-36 A-36 A-36 A-36 A-36 A-36 B-24 APPROXIMATE LOCATION OF EXISTING PANELBOARDS 'B' AND 'C' BELOW. TO REMAIN. APPROXIMATE LOCATION OF EXISTING PANELBOARD 'UPS' BELOW. TO REMAIN. APPROXIMATE LOCATION OF EXISITING PANELBOARDS 'D', 'A', 'LCP' AND NEW PANEL 'E' BELOW. APPROXIMATE LOCATION OF EXISTING 'MSB' BELOW. TO REMAIN. F (E) B -18/20/22 (E) 1"C - 3 #6, #10 GR 60A/3P/F, WP GFCI(WP) B-24 1KEYNOTE APPLIES EXCEPT: PROVIDE NEW CIRCUIT INDICATED (E) B-6/8/10 (E) 1"- 3 #6, #10 GR 4 OLD "AC-4" LOCATION. PRESERVE EXISTING 1"C FOR FUTURE SPLIT UNITS. 2 2 (E) REF-5 (E) 3/4"C - 2 #12, #12 GR (E) B-12 1 KEYNOTE APPLIES EXCEPT: PROVIDE NEW CIRCUIT INDICATED *DELETE 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 E-2F 60A/3P/F, WP (N) E-20/22/24 (N)1-1/4"C - 3 #4, #10 GR PROVIDE RACEWAY AND CIRCUIT TO MANUFACTURER SUPPLIED INTERNAL CONVENIENCE OUTLET. 3 (N) HEAT PUMP HP15 2 ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
Nick Larson
on Sep 27, 2023

By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023
11 A A B B C C D D E E F F G G H H 22 33 44 55 66 77 88 99 1010 1111 1212 1313 HP3 NEW INTAKE HOOD FOR OUTSIDE AIR/VENTILATION TO FUTURE FAN COILS.IH1 HP1 GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) GFCI(WP) 1 1 1 1 1 1 A-36 A-36 A-36 A-36 A-36 A-36 B-24 APPROXIMATE LOCATION OF EXISTING PANELBOARDS 'B' AND (N) 'C' BELOW. APPROXIMATE LOCATION OF EXISTING PANELBOARD 'UPS' BELOW. APPROXIMATE LOCATION OF EXISITING PANELBOARDS 'D', 'A', 'LCP' AND NEW PANEL 'E' BELOW. APPROXIMATE LOCATION OF EXISTING 'MSB' BELOW. F 60A/3P/F, WP GFCI(WP) B-24 1KEYNOTE APPLIES EXCEPT: PROVIDE NEW CIRCUIT INDICATED REF1 EH1 HP8 HP10 HP6 HP9 HP7 HP5 HP12 HP11 HP13 HP14 (N) REF-1 3 (E) 3/4"- A-41 (E) 2 #12, #12 GR 5 5 5 5 5 5 2 2 5 2 OLD "AC-4" LOCATION. PRESERVE EXISTING 1"C FOR FUTURE SPLIT UNITS. (N) HEAT PUMP (OLD "AC-3" LOCATION) 4 2 2 2 (E) REF-4 2 (E) 3/4"C - 2 #12, #12 GR (E) C-39 2 (E) REF-5 (E) 3/4"C - 2 #12, #12 GR (E) B-12 1 KEYNOTE APPLIES EXCEPT: PROVIDE NEW CIRCUIT INDICATED(N) HP-1 2 (E) B-6/8/10 (E) 1"- 3 #4, #10 GR (E) B -18/20/22 (E) 1"C - 3 #6, #10 GR (N) HP-8 (N) 1"C - 3 #6, #10 GR (N) E - 8/10/12 (N) HP-5 (N)1"C - 3 #6, #10 GR (N) E - 19/21/23 (N) HP-6 (N) 1"C - 3 #6, #10 GR (N) E - 7/9/11 *DELETE (N) HP-7 (N) 1"C - 3 #6, #10 GR (N) E - 1/3/5 (N) HP-9 (N) 1"C - 3 #6, #10 GR (N) E - 13/15/17 (N) HP-10 (N) 1"- 3 #6, #10 GR (N) E - 14/16/18 (N) HP-12 (E) 1"C - 3 #6, #10 GR (E) A - 28/30/32 (N) HP-11 (N) 1-1/4"C - 3 #4, #8 GR (N) E - 26/28/30 (N) HP-13 (E) 1"C - 3 #6, #10 GR (E) A-16/18/20 (N) HP-14 (E) 1"C - 3 #6, #10 GR (E) UPS - 38/40/42 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 (N) HEAT PUMP E-2 HP15 F 60A/3P/F, WP (N) E-20/22/24 (N)1-1/4"C - 3 #4, #10 GR PROVIDE RACEWAY AND CIRCUIT TO MANUFACTURER SUPPLIED INTERNAL CONVENIENCE OUTLET. 2 ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
Nick Larson
on Sep 27, 2023

By:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
N

A KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE PBK Architects 1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P MEP Engineering1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P 1 BACKCHECK 1 6/23/23
2 BACKCHECK 2 8/10/23 ONE LINE & NEW PANEL SCHEDULES - BASE DESIGN E6.01 ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
N

A KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE PBK Architects 1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P MEP Engineering1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P 1 BACKCHECK 1 6/23/23
2 BACKCHECK 2 8/10/23 MAIN SWITCHBOARD 'MSB' 1200A, 120/208V, 3Ø, 4WIRE, 25KAIC 1200A 3P 225A 3P 225A 3P 225A 3P 100A 3P 100A 3P PANEL PANEL PANEL PANEL PANEL (N)PANEL 'A' 'B' 'C' 'D' 'UPS' 'E' SMUD XFMR 01 SCALE: ONE LINE DIAGRAM NONE K.G. L.M.

ETA
T
TS
IS GER
DERE

EC TR I C
NR
OF
C

AL I FO
REE IN G No. E 23576 Exp. 09-30-2023 L E
AL
I A
OFES
S
PR
I A
ON
L EN
NOR
LD
A
D
E
L
Z UR
A C
C
2 2 400A 3PNEW
(2) 2-1/2"C - (4) #4/0, #3 GR EACH CONDUIT 400A MLO, 4W, 120/208V 05/08/2023 09/07/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

City of Sacramento Plan Review

APPROVED
Nick Larson
on Sep 27, 2023

By:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
N

A KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE PBK Architects 1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P MEP Engineering1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P 1 BACKCHECK 1 6/23/23
2 BACKCHECK 2 8/10/23 ONE LINE & NEW PANEL SCHEDULES ADD. ALTERNATE #1 E6.02 ARCHITECT PBK Architects. Inc. DATE PROJECT NUMBER CLIENT Not for permitting or construction This document is for plan review only REVISIONS PBK.com DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
N

A KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE PBK Architects 1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P MEP Engineering1100 Iron Point Rd, Suite 200 Folsom, CA 95630 916-335-9992 P 1 BACKCHECK 1 6/23/23
2 BACKCHECK 2 8/10/23 MAIN SWITCHBOARD 'MSB' 1200A, 120/208V, 3Ø, 4WIRE, 25KAIC 1200A 3P 225A 3P 225A 3P 100A 3P 100A 3P 400A 3PNEW PANEL PANEL PANEL 'A' 'B' 'C' 'D' 'UPS' (2) 2-1/2"C - (4) #4/0, #3 GR EACH CONDUIT SMUD XFMR 01 SCALE: ONE LINE DIAGRAM NONE K.G. L.M.

ETA
T
TS
IS GER
DERE

EC TR I C
NR
OF
C

AL I FO
REE IN G No. E 23576 Exp. 09-30-2023 L E
AL
I A
OFES
S
PR
I A
ON
L EN
NOR
LD
A
D
E
L
Z UR
A C
C 225A 3P PANEL (N)PANEL
2 (N)PANEL 'E' 400A MLO, 4W, 120/208V
2 2 05/08/2023
09/07/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

City of Sacramento Plan Review

APPROVED
Nick Larson
on Sep 27, 2023

By:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
N

ETA
T
TS
IS GER
DERE

EC TR I C
NR
F
L
O
C
A I FO
REE IN G No. E 23576 Exp. 09-30-2023 L E
AL
I A
OFES
S
PR
I A
ON
L EN
NOR
LD
A
D
EL
Z UR
A C
C
2 2 05/08/2023
09/07/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

City of Sacramento Plan Review

APPROVED
Nick Larson
on Sep 27, 2023

By:

C:\Users\kclancy\Documents\NSHL_kelly.clancyYSZ4T.rvt
1/9/2023 11:36:41 AM

NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF

ASSESSMENT AND REPAIR
CONSTRUCTION DOCUMENT 04/14/2023 220389 CITY OF SACRAMENTO CONSTRUCTION DOCUMENT

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
N

ETA
T
TS
IS GER
DERE

EC TR I C
NR
F
L
O
C
A I FO
REE IN G No. E 23576 Exp. 09-30-2023 L E
AL
I A
OFES
S
PR
I A
ON
L EN
NOR
LD
A
D
EL
Z UR
A C
C
2 2
2 05/08/2023
09/07/2023
COM-2310004 1124 DEL PASO BLVD JOB COPY
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

City of Sacramento Plan Review

APPROVED
Nick Larson
on Sep 27, 2023

By:

ISSUED BY
Community Development Department
Jason Hone
on Oct 05, 2023
3+21(

&,7<2)6$&5$0(1727+675((7
%8,/',1*

6$&5$0(172&$
2:1(5
(=5$52$7,
3+21(
/($)(1*,1((56,52132,1752$'
68,7(

)2/620&$
0(3(1*,1((552/$1'7+20$6
3+21(
3%.$5&+,7(&76,1&,52132,1752$'68,7(

)2/620&$

$5&+,7(&7
.(//<&/$1&<
3+21(
=)$6758&785$/(1*,1((5681,9(56,7<$9(
68,7(

6$&5$0(172&$
6758&785$/(1*,1((5
'8'/(<0(,
3+21(
:,/621'(6,*1678',2$/+$0%5$%/9'68,7(

6$&5$0(172&$
/$1'6&$3($5&+,7(&7
-(66,&$0&:,//,$06
3+21(
%.)(1*,1((56

7+675((768,7(

6$&5$0(172&$
&,9,/(1*,1((5021$6$'(*+,$1
7+(6&23(2)7+(:25.$667$7('%(/2:,6)253/$15(9,(:385326(621/<$1''2(6127&2167,787($'(7$,/('$1')8//(;3/$1$7,212)7+(5(48,5(0(1762)7+(&2175$&7'2&80(176 $'$83*5$'(6$1'27+(5,03529(0(17672$1(;,67,1*6,7(6,7(,03529(0(176,1&/8'( %87$5(127/,0,7('72
5(*5$',1*72(1685(&203/,$173$7+2)75$9(/(;,67,1*$63+$/7725(&(,9(1(:6($/&2$75(675,3,1*2)(17,5(3$5.,1*/27$1'/$1'6&$3(,03529(0(176 $&&(66,%/(83*5$'(6,1&/8',1*83*5$'('$&&(66,%/(3$5.,1*67$//683*5$'(' $&&(66,%/(3$7+2)75$9(/$//5(6752206%528*+772&203/,$1&(83*5$'(''225672%()8//<$&&(66,%/(83*5$'('$1'$'',7,21$/6,*1$*(7+528*+2877+(,17(5,25$1'(;7(5,25 ,17(5,25'(02/,7,212)(;,67,1*),;785(6,17(5,25:$//6'2256&$6(:25.(7& 02'(51,=$7,212)(;,67,1*,17(5,2563$&(6720((7/,%5$5<86(7(1$17,03529(0(17 ,1&/8'(61(:,17(5,253$57,7,2161(:),1,6+(6$1')851,6+,1*67+528*+287$//(;,67,1*63$&(6&2'(83*5$'(6,1&/8',1*%87/,0,7('72(;,67,1*'22565(6752206'5,1.,1*)2817$,1(7& (;7(5,25)$&$'(,03529(0(176 (;,67,1*%8,/',1*725(&,(9(1(:$8720$7,&),5(635,1./(56<67(0$1'),5($/$50 6<67(0
83*5$'(672(;,67,1*0(&+$1,&$/(/(&75,&$/3/80%,1*7(&+12/2*<6<67(06720((7 /,%5$5<86(5(3/$&(0(172)3/80%,1*),;785(6$1'$'',7,212)1(:),;785(6 (;,67,1*6758&785(72%(,03529('$61(('('$'',7,9($/7(51$7( 522)23(1,1*672%(&5($7(')251(:62/$578%(66(($ ,167$//$7,212)

1(:78%8/$56.</,*+76,1/,%5$5<$5($
$'',7,9($/7(51$7( '(02/,6+(;,67,1**/$=,1*$7(17,5()5217)$&$'($1'5(3/$&(:,7+1(:$&2867,&$/ */$=,1*
'('8&7,9($/7(51$7(
(/,0,1$7(,17(5,2575(()($785(
5()(5726+((7$
'('8&7,9($/7(51$7(
(/,0,1$7($//7$&.%2$5':$//$5($72%(3$,17(',167($' 5()(572$$1'$
$
$
7+(6('5$:,1*6'2127&217$,17+(1(&(66$5<&20321(176)25&216758&7,216$)(7</2&$7,2162)$//87,/,7,(66+2:1$5($3352;,0$7($1'&2175$&7256+$//(;(5&,6((;75(0(&$87,21,1(;&$9$7,1*$1'75(1&+,1*217+,66,7(72$92,',17(5&(37,1*(;,67,1*3,3,1*25&21'8,76,76+$//%(7+(5(63216,%,/,7<2)7+(&2175$&72572/2&$7($//(;,67,1*87,/,7,(6:+(7+(56+2:1+(5(2125127$1'723527(&77+(0)520'$0$*(7+($5&+,7(&7,61275(63216,%/()257+(/2&$7,212)81'(5*5281'87,/,7,(6256758&785(6:+(7+(5251276+2:125'(7$,/('$1',167$//('%<$1<27+(5&2175$&77+(&2175$&7256+$//,00(',$7(/<127,)<7+($5&+,7(&76+28/'$1<81,'(17,),('&21',7,216%(',6&29(5('7+(&2175$&7256+$//%($5$//(;3(16(2)5(3$,5255(3/$&(0(172)87,/,7,(62527+(53523(57<'$0$*('%<23(5$7,216,1&21-81&7,21:,7+7+((;(&87,212)7+,6:25.&2175$&725,65(48,5('72&217$&7$1'68%0,7$7,&.(7:,7+35,2572$1<',**,1*&$//259,6,786$1257+25*7+(6('2&80(176$1'7+(,'($6$1''(6,*16,1&25325$7('+(5(,1$6$1,167580(172)352)(66,21$/6(59,&($5(7+(3523(57<2)3%. $5&+,7(&76,1&$1'$5(12772%(86(',1:+2/(25
,13$57)25$1<27+(5352-(&7:,7+2877+(:5,77(1
$87+25,=$7,212)3%.$5&+,7(&76,1&
($&+&2175$&7256+$//3266(66$&/$66%257+(
$335235,$7(&/$66&&2175$&725
6/,&(16(38568$1772
38%/,&&2175$&7&2'(6(&7,21$1'%86,1(66$1'352)(66,216&2'(6(&7,217+(68&&(66)8/%,''(508670$,17$,17+(/,&(16(7+528*+2877+('85$7,212)7+,6&2175$&7 ),5(6$)(7<'85,1*&216758&7,21
*(1(5$/
),5(6$)(7<'85,1*&216758&7,216+$//&203/<:,7+&$/,)251,$),5(&2'( &)&
&$/,)251,$&2'(2)5(*8/$7,216
&&5
7,7/(3$57
&+$37(5$1'&+$37(5
$&&(6652$'6
),5('(3$570(17$&&(6652$'66+$//%(
(67$%/,6+('$1'0$,17$,1(',1$&&25'$1&(:,7+&+$37(56(&7,21$1'&+$37(56(&7,21:$7(56833/< :$7(50$,16$1'+<'5$1766+$//%(23(5$7,21$/,1$&&25'$1&(:,7+&+$37(56(&7,21$1'&+$37(56(&7,21%8,/',1*$&&(66 $&&(6672%8,/',1*6)257+(385326(2)),5(),*+7,1*6+$//%(3529,'('&216758&7,210$7(5,$/6+$//127%/2&.$&&(6672%8,/',1*6+<'5$17625),5($33/,$1&(6 $/7(5$7,2162)%8,/',1*6
6+$//&203/<:,7+$33/,&$%/(
3529,6,2162)&+$37(5),5(:$7&+
0$,17$,1),5(:$7&+:+(15(48,5('%<7+(%8,/',1*2)),&,$/$1':+(1(;,67,1*),5(3527(&7,216<67(06$5(6+87'2:1)25$/7(5$7,216,1$&&25'$1&(:,7+&+$37(56(&7,21),5(:$7&+6+$//5(0$,1,1())(&7817,/(;,67,1*),5(3527(&7,216<67(06$5(5(7851('726(59,&(25$6$//2:('%<7+(%8,/',1*2)),&,$/3(1(75$7,21672),5(5$7('0$7(5,$/625$66(0%/,(66+$//%(5(6725('72(48$/5$7,1*),5(67236<67(06$6/,67('%<81'(5:5,7(56/$%25$725,(66+$//%(,167$//('3(5),5(5(6,67$1&(',5(&725<),5(67236<67(066+$//%($663(&,),('1215(6,'(17,$/(1(5*<67$1'$5'6&203/,$1&(67$7(0(17 7,7/(3$57

7+('(6,*1,1',&$7('+(5(,1&203/,(6:,7+7+(5(48,5(0(1762)7+((1(5*<&216(59$7,2167$1'$5'62)7,7/(3$57&$/,)251,$&2'(2)5(*8/$7,2167+(352326('%8,/',1* 6 :,//%(,1&203/,$1&(:,7+7+((1(5*<&216(59$7,2167$1'$5'63529,'(',7 7+(<
,6
$5(
%8,/7$&&25',1*727+(6('5$:,1*6$1'63(&,),&$7,216$1'3529,'('$1<)8785(,03529(0(176 $5(&203/(7('$&&25',1*727+(5(48,5(0(1762)
7,7/(3$57&$/,)251,$&2'(2)5(*8/$7,2167+(6(3/$16$1'63(&,),&$7,216+$9(%((135(3$5('72,1&/8'($//6,*1,),&$17(1(5*<&216(59$7,21)($785(65(48,5(')25&203/,$1&(:,7+7+(67$1'$5'6%8,/',1*$5($67+$7$5(81&21',7,21('$1'2512768%-(&7727+(67$1'$5'6$5(,1',&$7('217+(3/$16 (19(/23(0$1'$725<0($685(6

$
%
&
'
(
)

$
%&'(
)
32:'(5'5,9(1&21&5(7()$67(1(56
*(1(5$/
86(2)32:'(5'5,9(1&21&5(7()$67(1(56)257(16,21/2$'6,6/,0,7('7268332572)0,125/2$'6/,.($&2867,&$/&(,/,1*6'8&7:25.&21'8,7 $//2:$%/(/2$'6
,1*(1(5$//2$'66+28/'%(/,0,7('
72/(667+$1
3281'63(5$6&(6(&7,217(67,1*
7+(23(5$725722/$1')$67(1(56+$//%(35(48$/,),('%<7+(352-(&7,163(&725+(6+$//2%6(59(7+(7(67,1*2)7+(),567)$67(1(5,167$//$7,216$7(6738//287/2$'2)127/(667+$17:,&(7+('(6,*1/2$'253281'6:+,&+(9(5,6*5($7(56+$//%($33/,('727+(3,1,168&+$0$11(5 $6127725(6,677+(63$//,1*7(1'(1&<2)7+(
&21&5(7($5281'7+(3,17+(5($)7(55$1'207(67681'(57+(352-(&7,163(&725 6683(59,6,216+$//%(0$'(2)$3352;,0$7(/<,13,16(;&(377+$7:+(17+('(6,*1/2$'(;&(('63281'621(+$/)2)7+(3,166+$//%(7(67('6+28/')$,/85(2&&8521$1<3,17(67('$//,167$//$7,2160867%(7(67('$1'81)$,53,165(3/$&(' $//32:'(5'5,9(1&21&5(7()$67(1(566+$//%(21(
2)7+()2//2:,1*

+,/7,,1&
;&33,16 :22'3/$7( ,&&(612
;83,16 67((/75$&. ,&&(612

,7:5$06(75('+($'
'5,9(3,1 :22'3/$7( ,&&(612
'5,9(3,1 67((/75$&. ,&&(612

,167$//$7,21
7+(678'66+$//%($8720$7,&$//<(1':(/'(',1$&&25'$1&(:,7+7+(0$18)$&785(5 65(&200(1'$7,216,168&+$0$11(5$6723529,'(&203/(7()86,21%(7:((17+((1'2)7+(678'$1'7+(3/$7(7+(5(6+28/'%(1232526,7<25(9,'(1&(2)/$&.2))86,21%(7:((17+(:(/'('(1'2)7+(678' $1'7+(3/$7(7+(678'6+$//'(&5($6(,1/(1*7+
'85,1*:(/',1*$3352;,0$7(/<)25$1'81'(5$1')2529(5',$0(7(5:(/',1*6+$//%('21(21/<%<48$/,),(':(/'(56$33529('%<7+(:(/',1*,163(&725 ,163(&7,21$1'7(676
,163(&7,21,1$&&25'$1&(:,7+7,7/(3$576(&7,21$$//7+(6+23$1'),(/':(/',1*23(5$7,216)257+($8720$7,&(1':(/'('678'66+$//%(0$'(%<$48$/,),(':(/',1*,163(&7257+(7<3($1'&$3$&,7<2)7+(:(/',1*(48,30(176+$//%(,1$&&25'$1&(:,7+7+(0$18)$&785(5 65(&200(1'$7,216$1'6+$//%(&+(&.('$1'$33529('%<$:(/',1*,163(&725
$
%
&
'

%
&
$//:25.6+2:1217+(6('5$:,1*66+$//&203/<
:,7+7+(5(48,5(0(1762)7,7/(&$/,)251,$&2'(2)5(*8/$7,216 &&5

&+$1*(6727+($33529(''5$:,1*6$1'63(&,),&$7,2166+$//%(0$'(%<$1$''(1'8025$&216758&7,21&+$1*('2&80(17$33529('%<7+(&,7<2)6$&5$0(172$65(48,5('%<7,7/(&&53$576(&7,21
*5$',1*3/$16'5$,1$*(,03529(0(17652$'$1'
$&&(665(48,5(0(176$1'(19,5210(17$/+($/7+
&216,'(5$7,2166+$//&203/<:,7+$///2&$/25',1$1&(6

'5,1.,1*:$7(56+$//&203/<:,7+$///2&$/&,7<'(3$570(172)87,/,7,(65(48,5(0(176 7+(,17(172)7+(6('5$:,1*6$1'63(&,),&$7,216
,67+$77+(:25.2)7+($'',7,21$/7(5$7,21255(&216758&7,21,6,1&203/,$1&(:,7+7+(5(48,5(0(1762)7,7/(&$/,)251,$&2'(2)5(*8/$7,2166+28/'$1<&201',7,21668&+$6'(7(5,25$7,2125121&203/<,1*&216758&7,21%(',6&29(5(':+,&+,6127,'(17,),('%<7+(&2175$&7'2&80(176:+(5,17+(),1$/:25.:28/'127&203/<:,7+7+(5(48,5(0(1762)7,7/(&$/,)251,$&2'(2)5(*8/$7,2167+(&2175$&7256+$//,00(',$7(/<127,)<7+(2:1(5 $1'7+($5&+,7(&72)7+(&21',7,21,1:5,7,1*
1(&(66$5<,1)250$7,215(48,5('72&255(&77+(&21',7,216(1&2817(5(':,//%(,668('%<7+( $5&+,7(&7$&+$1*(25'(50$<%(,668('72$'-8677+(&2175$&7680257,0(&200(1685$7( :,7+7+($028172)$'',7,21$/:25.5(48,5(',)
$1<7+(&+$1*(25'(56+$//%($33529('%<
7+(&,7<2)6$&5$0(17235,2572352&((',1*:,7+7+(:25.5(48,5('%<7+(&+$1*(25'(5
*
6,0362167521*7,(&2,1&
3'3:/0*:22'3/$7(,&&(6123'3$67((/75$&.,&&(612
,167$//(',168/$7,1*0$7(5,$/66+$//+$9(%((1&(57,),('%<7+(0$18)$&785(572&203/<:,7+7+(&$/,)251,$48$/,7<67$1'$5'6)25,168/$7,1*0$7(5,$/ $//,168/$7,1*0$7(5,$/66+$//%(,167$//(',1
&203/,$1&(:,7+7+()/$0(635($'5$7,1*$1'602.('(16,7<5(48,5(0(1762)7,7/(3$57&$/,)251,$&2'(2)5(*8/$7,2166(&7,216$1' $//(;7(5,25-2,176$1'23(1,1*6,17+(%8,/',1*
(19(/23(7+$7$5(327(17,$/$1'2%6(59$%/(6285&(62)$,5/($.$*(6+$//%(&$8/.('*$6.(7(':($7+(5675,33('2527+(5:,6(6($/('6,7(&216758&7(''2256:,1'2:6$1'6.</,*+766+$//%(&$8/.('%(7:((17+(81,7$1'7+(%8,/',1* $1'6+$//%(:($7+(5675,33('
(;&(37)2581)5$0('
*/$66'2256$1'),5('2256
0$18)$&785(''2256$1':,1'2:6,167$//('6+$//+$9($,5,1),/75$7,215$7(6&(57,),('%<7+(0$18)$&785(5,1$&&25'$1&(:,7+7,7/(3$57&$/,)251,$&2'(2)5(*8/$7,2166(&7,210$18)$&785(')(1(675$7,21352'8&76,17+((19(/23(2)7+(%8,/',1*,1&/8',1*%87127/,0,7('72:,1'2:66/,',1**/$66'2256)5(1&+'22566.</,*+76&857$,1:$//6$1'*$5'(1:,1'2:60867%(/$%(/(')2589$/8( 6+*&,1$&&25'$1&(:,7+7+( 1)5&
1$7,21$/)(1(675$7,215$7,1*&281&,/
6,17(5,089$/8( 6+*&5$7,1*352&('85('(0,6,1*5
:$//,168/$7,216+$//%(,167$//(',1$//23$48(3257,2162))5$0(':$//6 (;&(37'2256

$77+(%(*,11,1*2)($&+'$<
6:25.$0,1,0802)
7:27(67678':(/'66+$//%(0$'(:,7+7+((48,30(1772%(86('720(7$/:+,&+,67+(6$0($67+($&78$/:25.3,(&(7+(7(67678'66+$//%(68%-(&7('72$ %(1'7(67%<675,.,1*7+(0:,7+$+($9<+$00(5$)7(57+($%29(7(677+(:(/'6(&7,216+$//127(;+,%,7$1<7($5,1*28725&5$&.,1* '
63(&,),&$7,216)25$8720$7,&(1':(/'('678'60$7(5,$/
$8720$7,&(1':(/'('678'66+$//%(1(/621*5$18/$5)/8;),//('6+($5&211(&72525 $1&+25678'6
25$33529('(48$/
678'66+$//%(
0$18)$&785('2)&7+528*+&&2/''5$:167((/:+,&+&21)250672$670$ ,&&(6(65

$
$//6/23($1'&52666/23(2)$&&(66,%/(5287(3$9,1*
,1',&$7('217+(6('5$:,1*6:$6'(6,*1(',1&203/,$1&(:,7+7+($'$67$1'$5'6)25 $&&(66,%/('(6,*1$1'7+(7+($&&(66,%,/,7<67$1'$5'6
2)7+(&$/,)251,$%8,/',1*&2'(
&%&
7,7/(3$57&+$37(5%2)7+(&$/,)251,$&2'(2)5(*8/$7,216 &&5
675,&7(;(&87,212)7+(6/23($1'&52666/23(2)$&&(66,%/(5287(3$9,1*,67+(62/(5(63216,%,/,7<2)7+(&2175$&7256+28/'$&21',7,2135(6(17,76(/)7+$7:28/'5(68/7,1$1,167$//$7,2127+(57+$1:+$7,6,1',&$7(',17+(6('5$:,1*63%.$5&+,7(&76,1&6+$//%(127,),(',1:5,7,1*$1'$&203/,$175(62/87,21:,//%()2508/$7(' 6,7(/2&$7,21
$5'(1:$<
'(/3$62 %/9'
+:<
6+((77<3(
',6&,3/,1(
$
6,7(3/$16 '(7$,/6 )/2253/$16 522) (1/$5*('3/$16 3/$1'(7$,/6 %8,/',1*6(&7,216(;7(5,25,17(5,25(/(9$7,216 3$57,7,217<3(6 :$//6(&7,216 &$6(:25.'(7$,/6 :,1'2:6'2256)5$0((/(9$7,216 '(7$,/6 5()/(&7('&(,/,1*)/225),1,6+3/$16 '(7$,/6 (48,30(17$1')851,785(3/$16 6(48(1&(

HWF

* *(1(5$/' '(02$ $5&+,7(&785$/) )851,785(& &,9,// /$1'6&$3(6 6758&785$/0 0(&+$1,&$/3 3/80%,1*( (/(&75,&$/7 7(&+12/2*<)$ ),5($/$50)3 ),5(3527(&7,21 67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
&29(56+((7
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

* &29(56+((7
*
&,7<2)6$&5$0(172
.& -3
1257+6$&5$0(172+$**,1:22'/,%5$5<
&,7<2)6$&5$0(172
0$<
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
*(1(5$/127(6 352-(&77($0
1 '()(55('$33529$/,7(06
6&23(2):25.
(;7(5,25$:1,1*6
6758&785$/'(6,*1&$/&8/$7,21$1''5$:,1*6%<$&$/,)251,$ /,&(1(6('6758&785$/(1*,1((5)25(;7(5,25$:1,1*66(($ )25$:1,1*/2&$7,21$1'',0(16,2166((63(&6(&7,21)25%$6,62)'(6,*1,1)250$7,21 $66(66253$5&(/
$''5(66
'(/3$62%/9'
6$&5$0(172&$

%8,/',1*$5($

6)&216758&7,217<3(
9%2&&83$1&<7<3(6

$%
),5(635,1./(5
<(6
352326('
),5($/$50
<(6
352326('
352-(&7,1)250$7,21
&216758&7,21'2&80(17
*(1(5$/
* &29(56+((7* 67$1'$5'6 '5$:,1*&219(17,216* 6,7(3/$1* %8,/',1*'$7$ &2'(5(9,(:* &$/*5((1&+(&./,67* &$/*5((1&+(&./,67* &$/*5((1&+(&./,67* &$/*5((1&+(&./,67 '(02/,7,21
' '(02/,7,216,7(3/$1' '(02/,7,21)/2253/$1' '(02/,7,215&3 $5&+,7(&785$/
$ )/2253/$1$ 522)3/$1$ (1/$5*('5(6752203/$16 (/(9$7,216$ (;7(5,25(/(9$7,216$ %8,/',1*6(&7,216$ ,17(5,25(/(9$7,216$ ,17(5,25(/(9$7,216$ ,17(5,2575(()($785( '('8&7,9($/7(51$7(
$
5()/(&7('&(,/,1*3/$1$ '225 :,1'2:6&+('8/(6$ ),1,6+ )851,785(3/$1$ 6,7(3/$1'(7$,/6$ ,173$57,7,21'(7$,/6$ '225$1':,1'2:'(7$,/6$ 6863(1'('&(,/,1*'(7$,/6$ &(,/,1*'(7$,/6$ 63(&,$/7<'(7$,/6$ 63(&,$/,7<'(7$,/6$ 0,//:25.'(7$,/6$1'6&+('8/(6$ 6,*1$*('(7$,/6
)851,785(

) '(0&2&,5&8/$7,21'(6.) '(0&2&,5&8/$7,21'(6.) 52660&'21/$'6+(/9,1*) 52660&'21$/'6+(/9,1* &,9,/

& (;,67,1*&21',7,216$1''(02/,7,213/$1& +25,=217$/&21752/$1'*5$',1*3/$1& &216758&7,21'(7$,/6 /$1'6&$3(

/ 3/$17,1*127(6$1'6&+('8/(/ 75((35(6(59$7,213/$1 '(7$,// 3/$17,1*3/$1/ 3/$17,1*3/$1/ 3/$17,1*'(7$,/6/ ,55,*$7,21127(6$1'6&+('8/(/ ,55,*$7,213/$1/ ,55,*$7,213/$1/ ,55,*$7,21'(7$,/6 6758&785$/

6 *(1(5$/127(66 7<3,&$/02'(51,=$7,21$1'&21&5(7('(7$,/66 7<3,&$/&)6(/(9$7,21$1'&211(&7,21'(7$,/66 7<3,&$/&)662)),7$1'0,6&(//$1(286'(7$,/66 7<3,&$/02'(51,=$7,21:22''(7$,/66 6/$%3/$1$1'52//83'225(/(9$7,216 &(,/,1*)5$0,1*3/$16 522))5$0,1*3/$16 '(7$,/6 '5$:,1*,1'(;
6+((7180%(5,1*
0(&+$1,&$/

0 0(&+$1,&$/,1'(;127(6&2'(66&+('8/(60 0(&+$1,&$/6&+('8/(60 0(&+$1,&$/'(02/,7,21)/2253/$10 0(&+$1,&$/)/2253/$10 0(&+$1,&$/522)3/$10 0(&+$1,&$/&21752/60 0(&+$1,&$/'(7$,/6 3/80%,1*

3 3/80%,1*,1'(;127(6&2'(66&+('8/(63 3/80%,1*'(02/,7,21)/2253/$13 3/80%,1*)/2253/$13 3/80%,1*522)3/$1'(02/,7,213 3/80%,1*522)3/$11(:3 3/80%,1*'(7$,/6 (/(&75,&$/

( (/(&75,&$/,1'(;127(6$1'&2'(6( (/(&75,&$/6,7(3/$1(3 6,7(3+2720(75,&63/$1( /,*+7,1*3/$1'(02/,7,21( 32:(53/$1'(02/,7,21( (/(&75,&$/522)3/$1'(02/,7,21( /,*+7,1*3/$11(:(3 /,*+7,1*3/$11(:3+2720(75,&(6 /,*+7,1*3/$11(:67$7,67,&6 6&+('8/(( 32:(5)/2253/$11(:( (/(&75,&$/522)3/$11(:( (/(&75,&$/6,1*/(/,1(',$*5$0( (/(&75,&$/3$1(/6&+('8/(6( (/(&75,&$/'(7$,/6 7(&+12/2*<

7 7(&+12/2*<6+((7,1'(;127(6 /(*(1'7 7(&+12/2*<'(02/,7,21)/2253/$17 7(&+12/2*<1(:)/2253/$17 7(&+12/2*<'(7$,/6 ),5($/$50

)$ ),5($/$50&29(56+((7)$ ),5($/$50)/2253/$1)$ ),5($/$50522)3/$1)$ ),5($/$50'(7$,/6)$ ),5$/$50&$/&8/$7,216 5,6(5',$*5$0 ),5(3527(&7,21

)6 ),5(635,1./(56+((7,1'(;/(*(1'6<0%2/ 127(6)6 ),5(635,1./(55()(5(1&(6,7(3/$1)6 ),5(635,1./(5)/2253/$1)6 ),5(635,1./(55()/(&7('&(,/,1*3/$1)6 ),5(635,1./(5'(7$,/6)6 ),5(635,1./(56(&7,216 (1(5*<&203/,$1&(

(& (1(5*<&203/,$1&('2&80(17$7,216+((7,1'(; 127(6(& (1(5*<&203/,$1&('2&80(17$7,21(& (1(5*<&203/,$1&('2&80(17$7,21(& (1(5*<&203/,$1&('2&80(17$7,21(& (1(5*<&203/,$1&('2&80(17$7,21(& (1(5*<&203/,$1&('2&80(17$7,21 727$/

9,&,1,7<0$3
'(6&5,37,21 '$7(
3/$1&+(&.&<&/(

( (/(&75,&$/6,7(3/$1(3 6,7(3+2720(75,&63/$1( /,*+7,1*3/$1'(02/,7,21( 32:(53/$1'(02/,7,21( (/(&75,&$/522)3/$1'(02/,7,21( /,*+7,1*3/$11(:(3 /,*+7,1*3/$11(:3+2720(75,&(6 /,*+7,1*3/$11(:67$7,67,&6 6&+('8/(( 32:(5)/2253/$11(:( (/(&75,&$/522)3/$11(:( (/(&75,&$/6,1*/(/,1(',$*5$0( (/(&75,&$/3$1(/6&+('8/(6( (/(&75,&$/'(7$,/6 7(&+12/2*<

7 7(&+12/2*<6+((7,1'(;127(6 /(*(1'7 7(&+12/2*<'(02/,7,21)/2253/$17 7(&+12/2*<1(:)/2253/$17 7(&+12/2*<'(7$,/6 ),5($/$50

)$ ),5($/$50&29(56+((7)$ ),5($/$50)/2253/$1)$ ),5($/$50522)3/$1)$ ),5($/$50'(7$,/6)$ ),5$/$50&$/&8/$7,216 5,6(5',$*5$0 ),5(3527(&7,21

(& (1(5*<&203/,$1&('2&80(17$7,216+((7,1'(; 127(6(& (1(5*<&203/,$1&('2&80(17$7,21(& (1(5*<&203/,$1&('2&80(17$7,21(& (1(5*<&203/,$1&('2&80(17$7,21(& (1(5*<&203/,$1&('2&80(17$7,21(& (1(5*<&203/,$1&('2&80(17$7,21 727$/

ED1.1 ELECTRICAL SITE PLAN - DEMO
105
COM-2500586 1124 DEL PASO BLVD JOBCOPY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY

SPECIAL INSPECTION

REQUIRED
By:

,QWHUQDWLRQDO%XLOGLQJ&RGH9ROXPHV ZLWK&DOLIRUQLD$PHQGPHQWV
&DOLIRUQLD(OHFWULFDO&RGH
&(&
3DUW7LWOH&&5

1DWLRQDO(OHFWULFDO&RGHZLWK&DOLIRUQLD$PHQGPHQWV

&DOLIRUQLD0HFKDQLFDO&RGH
&0&
3DUW7LWOH&&5

,$3028QLIRUP0HFKDQLFDO&RGHZLWK&DOLIRUQLD$PHQGPHQWV
&DOLIRUQLD3OXPELQJ&RGH
&3&
3DUW7LWOH&&5

,$3028QLIRUP3OXPELQJ&RGHZLWK&DOLIRUQLD$PHQGPHQWV
&DOLIRUQLD(QHUJ\&RGH
&(&
3DUW7LWOH&&5
&DOLIRUQLD)LUH&RGH
&)&
3DUW
7LWOH&&5

,QWHUQDWLRQDO)LUH&RGHZLWK&DOLIRUQLD$PHQGPHQWV

&DOLIRUQLD([LVWLQJ%XLOGLQJ&RGH
&(%&
3DUW7LWOH&&5

,QWHUQDWLRQDO([LVWLQJ%XLOGLQJ&RGHZLWK&DOLIRUQLD$PHQGPHQWV

&DOLIRUQLD*UHHQ%XLOGLQJ6WDQGDUGV&RGH
&$/*UHHQ

3DUW7LWOH&&5
&DOLIRUQLD5HIHUHQFHG6WDQGDUGV&RGH 3DUW7LWOH&&5
$1'$///2&$/$0(1'0(176
&2'(6 67$1'$5'6
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
67$1'$5'6
'5$:,1*
&219(17,216
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

* 67$1'$5'6 '5$:,1*&219(17,216
*
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
$)) $%29(),1,6+)/225$)* $%29(),1,6+*5$'($+- $87+25,7<+$9,1* -85,6',&7,21
$& $63+$/7&21&5(7(
3$9(0(17
$&& $&&(66,%/(
$&&(66,%,/,7<
$&3 $&2867,&$/3$1(/$&7 $&2867,&$/7,/($' $5($'5$,1$'$ $0(5,&$16:,7+ ',6$%,/,7,(6$&7
$'$ $'$67$1'$5'6)25
$&&(66,%/('(6,*1
$'$$* $0(5,&$16:,7+
',6$%,/,7,(6$&7$&&(66,%,/,7<*8,'(/,1(6
$'- $'-$&(17$/7 $/7(51$7($/80 $/80,180$63+ $63+$/7%2' %277202)'(&.%' %2$5'%/'* %8,/',1*%/. %/2&.%0 %($0%85 %8,/783522)& &+$11(/&$%&$%7 &$%,1(7
&%& &$/,)251,$%8,/',1*
&2'(7,7/(&$/,)251,$&2'(2)5(*8/$7,216
&)0) &2/')250('0(7$/
)5$0,1*
&)6) &2/')250('67((/
)5$0,1*
$%%5(9,$7,216
'5$:,1*&219(17,216
&- &21752/-2,17&/ &(17(5/,1(&/* &(,/,1*&/5 &/($5&08 &21&5(7(0$6215<81,7&2/ &2/801&203 &2035(66,%/(&21& &21&5(7(&21' &21',7,21&217 &217,18286&255 &255,'25&37 &$53(7 ('
&7 &(5$0,&7,/(&76. &2817(56,1.&: &2/':$7(5' '5<(5'$ ',6$%/('$&&(66 ,%,/,7<
') '5,1.,1*)2817$,1',$ ',$0(7(5',0 ',0(16,21'6 '2:163287'7/ '(7$,/':* '5$:,1*($ ($&+(- (;3$16,21-2,17(/ (/(9$7,21 +(,*+7
(/(& (/(&75,&$/(/(&7 (/(&75,&$/(/(9 (/(9$7,21
'5$:,1*
(4 (48$/(48,3 (48,30(17(;,67 (;,67,1*(;3 (;3$16,21(;7 (;7(5,25)' )/225'5$,1)( ),5((;7,1*8,6+(5)(& ),5((;7,1*8,6+(5 &$%,1(7
)+& ),5(+26(&$%,1(7),1 ),1,6+
('
),;7 ),;785()/5 )/225
,1*
)/825 )/825(6&(17)53 ),%(55(,1)25&('
3/$67,&
*$ *$8*(*$/9 *$/9$1,=('*&08 */$=('&21&5(7(
0$6215<81,7
*(1 *(1(5$/*, *$/9$1,=(',521*/ */$66*/$=,1**/ */$66*5 *5$'(*73 */$=('7,/(3$9(5*<3 *<3680'5<:$//+0 +2//2:0(7$/)5$0(+25,= +25,=217$/+7 +(,*+7+9$& +($7,1*9(17,/$7,21 $,5&21',7,21,1*
+: +27:$7(5,' ,16,'(',$0(7(5,168/ ,168/$7(
('

,21
,17 ,17(5,25,36 ,5213,3(6,=(-7 -2,17/$ /$1'6&$3('$5($/$0 /$0,1$7( '
/$9 /$9$725</7 /,*+7/7:7 /,*+7:(,*+702 0$6215<23(1,1*0$6 0$6215<0$7/ 0$7(5,$/ 6 0$; 0$;,080
0% 0$5.(5%2$5'0(&+ 0(&+$1,&$/0(3 0(&+$1,&$/(/(&75,&$/ 3/80%,1*
0(37 0(&+$1,&$/(/(&75,&$/
3/80%,1*7(&+12/2*<
0(== 0(==$1,1(0)50$18)
0$18)$&785(
5 0,1 0,1,0800,6& 0,6&(//$1(28602' 02'8/$507/ 0(7$/1,& 127,1&2175$&7176 127726&$/(12 180%(5120 120,1$/2& 21&(17(5 6 2&(: 21&(17(5($&+:$<2' 2876,'(',$0(7(52+ 23326,7(+$1'2)&, 2:1(5)851,6+(' &2175$&725,167$//('
231* 23(1,1*233 23326,7(3/$03/$0
3/$67,&/$0,1$7(
3&& 3257/$1'&(0(17
&21&5(7(3$9,1*

3.* 3$5.,1*3/ 3/$7(3/80% 3/80%,1*32/ 32/,6+('35 3$,535(),1 35(),1,6+('37 32,1737 35(6685(75($7('37' 3$,17(' 3:'3/<:'
3/<:22'
47 48$55<7,/(55$' 5$',865&3 5()/(&7('&(,/,1*3/$15' 522)'5$,15(5() 5()(5725()(5(1&( 6((
5(&3 5(&(37$&/(5(,1) 5(,1)25&(
'

,1*
5(4
' 5(48,5('5(6 5(6,/,(175(9 5(9,6,21
6 5(9,6('6& 6($/('&21&5(7(6&+(' 6&+('8/(6' 62$3',63(16(56(&7 6(&7,216+7 6+((76,0 6,0,/$561' 6$1,7$5<1$3.,1 ',6326$/
63& 63(&,$/&2$7,1*6<67(063(& 63(&,),&$7,21
6 64 648$5(66 67$,1/(6667((/67/ 67((/6756758&7
6758&785$/
6863 6863(1'('69) 6+((79,1</)/225,1*72 7232)720 7232)0$6215<723 7232)3$5$3(7726 7232)67((/7% 7$&.%2$5'7(/ 7(/(3+21(7(55 7(55$==27+. 7+,&. 1(66

7<3 7<3,&$/812 81/(66127('
27+(5:,6(
85 85,1$/
9 9(1
7 9,) 9(5,)<,1),(/'9&7 9,1</&20326,7,217,/(9(17 9(17,/$7,1*9(17,/$7('9(5 9(5,)<9(57 9(57,&$/9:& 9,1</:$//&29(5,1*: :,7+:& :$7(5&/26(7:' :22':': :,1'2::7 :(,*+7::) :(/'(':,5()$%5,&::0 :29(1:,5(0(6+ )/*$1 ـ
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

(
3$5.,1*/27

127(
3(56$&5$0(172&,7<&2'(7$%/(&)25$66(0%/<86(6+2577(50%,.(3$5.,1*63$&(66+$//%(3529,'(')252)2&&83$1&<&$/&8/$7,21 727$/2&&83$176
; 6+2577(50%,.(3$5.,1*5(48,5('

(

(;,67,1*&21&5(7(&21&5(7(
$
'(/3$62%/9'
6287+*$7(
5'
'(/3$62%/9'/2&+%5$(5'$//(<

(
%8,/',1*
38%/,&:$<
1 123$5.,1*

(467$//6

12 3$5. 1, *
123$5.,1*

&203$&7
),5(/$1(

),5(/$1(

0,1&/5

5

5

5

(

)+
$

&203$&7
&203$&7

$//*(1'(555
123$5.,1*

*

(
%2//$5'

6

02725&<&/(21/<
*

(
),5(+<'5$17$7%$;7(567
(43$5.,1*67$//6

:,'(0,1

(467$//6

6 6

0,1 &/5
(467$//6

(4 67$//6

(4
(4
(4
(4 67$//6

* *
*
*
*
* *

.12;%2;
.12;%2;

$

(4 67$//6

0,1
&/5

0,1 &/5

(4
3$5.,1*
67$//6

,17(51$7,21$/6<0%2/2)$&&(66,%,/,7<
,6$

0,1
0,1

0,1

0$;6/23(,175$9(/',5(&7,210$;&52666/23(
+,*+[:,'(&21&5(7(&85%
6((
:,'(675,3,1*&2/25
:+,7(

$

,17(51$7,21$/6<0%2/2)$&&(66,%,/,7<
,6$

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
6,7(3/$1
0$<

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

6,7(3/$1
6&$/(

(1/$5*('$&&(66,%/(3$5.,1* ($67 6&$/(

(1/$5*('$&&(66,%/(3$5.,1* :(67
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

52201$0(
2&&83$17/2$')$&725
2/)
$5($2&&83$176
5(48,5(':,'7+2)(;,7&20321(176

3(52&&83$17
0$;2&&83$176)256,1*/('2250$;)253$,5 821 ),5((;7,1*8,6+(5&$%,1(7
6(0,5(&(66('6((
%8,/',1*&2'($1$/<6,6
2&&83$1&<*5283
$$1'% &216758&7,217<3(
9% %$6,&$//2:$%/()/225$5($
$
6)

0267675,1*(17

$&78$/)/225$5($

6) $//2:$%/($5($,1&5($6(6
1$ %$6,&$//2:$%/(%8,/',1*+(,*+7122)6725,(6

6725,(6
$&78$/%8,/',1*+(,*+7122)6725,(6

6725< ),5(635,1./(5
><(6@
727$/2&&83$176

2&&83$176),5(5(6,67$1&(5$7,1*5(48,5(0(176
&%&7$%/(
6758&785$/)5$0(
>+2855$7,1* 8/12'
@ (;7(5,25%($5,1*:$//6
>+2855$7,1* 8/12'
@ ,17(5,25%($5,1*:$//6
+2855$7,1*),5(5(6,67$1&(5$7,1*5(48,5(0(1762)(;7(5,25:$//6&%&7$%/( ),5(6(3$5$7,21',67$1&(
7<3(9%

;2&&
*5283123527(&7,215(48,5('+28565(48,5('$1'3529,'(' ,17(5,25:$//$1'&(,/,1*),1,6+5(48,5(0(176
&%&7$%/(
&255,'256
&/$66% 52206$1'(1&/26('63$&(6
&/$66& 6((),1,6+6&+('8/()25&/$66,),&$7,21522),1*&29(5,1*&/$665(48,5(0(1763(5&%&7$%/( 522)&29(5,1* &/$66&0,1,080(*5(66:,'7+3(5&%&6(&7,21 '2256 6((3/$10,1,0802) (;,76$5(3529,'(',1$//52206:+(5(2&&83$17 /2$'(;&(('6

0$;,080(;,775$9(/',67$1&(3(5&%&7$%/( $2&&83$1&<:,7+635,1./(56<67(0 0$;,080(;,7
$&&(6675$9(/',67$1&(
6((&2'($1$/<6,6)/2253/$1)2575$9(/',67$1&(6),5((;7,1*8,6+(56 75$9(/',67$1&(72),5((;7,1*8,6+(560867127 (;&((')73(5&$/,)251,$),5(&2'(
6(&7,21
6((3/$1)25),5((;7,1*8,6+(5/2&$7,216
180%(52)(;7,1*8,6+(563529,'('

6)

5RRPQDPH

+285),5(5$7('3$57,7,21
3 (;,76,*1 5()(/(&75,&$/':*67$&7,/((;,76,*1$/625(48,5('5()6,*1$*(6&+('8/(3$1,&+$5':$5('(9,&( 5()'2256&+('$1'+$5':$5(*5283 ^`
6 (;,75287(6,*15()(5726 (;,76,*15()(572
$

5220180%(5&20%,1('2&&83$17/2$':,7+2&&83$1&76)520$'-$&(17(;,76 $
)(&
6 127$1(;,76,*15()(572 $
6 2&&83$17/2$'5()(572 $

$ $&&(66,%/($8720$7,&'225
6 5(675220',5(&7,21$/6,*15()(572 $
6 1238%/,&$&&(66
/2$',1*=21(6,*1
522063$&(6(3(5$7,21/,1(
02675(027(32,172)63$&(5220
&200213$7+2)(*5(6675$9(/
',67$1&()5207+(02675(027(32,17727+(32,17:+(5(7+(2&&83$17+$6$&&(66727:26(3(5$7((;,7625(;,7$&&(66'225:$<632,17:+(5(7+(2&&83$176+$66(3(5$7($1'',67,1&7$&&(66727:2(;,7625(;,7$&&(66'225:$<6 237,21$/6(&21'3$7+2)$*5(6675$9(/1(::$//(;,67,1*:$//725(0$,1 6)

0((7,1*5220

6)

)5,(1'65220

6)

67$)):25.5220

6)

67$))2)),&(

6)

&+,/'5(1
655

6)

$'8/76($7,1*$5($

6)

678'<

6)

$'8/7$5($

6)

67$))&,5&8/$7,21
&2817(5

6)

$*55

6)

67$))$5($

6)

)/(;50

6)

2)),&(

6)

2)),&(

6)

2)),&(

6)

67$))%5($.

6)

$*55

6)

&20081,7<5220

6)

.,7&+(1(77(

6)

02%,/(6(59,&(6

6)

683(59,625
62)),&(

6)

6725$*(5220

6)

&2036725$*(

0(1655
:20(1655
6)

0$.(563$&(
.,7&+(1(77(

6)

7((1$5($

6)

/2%%<)2<(5

6)

&20081,7<5220
6725$*(

6)

6725$*(

+$//:$<

6)

$0+6

+$//:$<

^`

6)

&+,/'5(16
$5($

^`
6)

&+,/'5(1&38

^
`

^`
^
`

2&&83$176[
'225:,'7+
!
^`
^`
&/5

2&&83$176[
'225:,'7+
!
2&&83$176[
'225:,'7+
!
1 3
3 3
)(&
)(&
)(&

(

2&&83$176[
'225:,'7+
!
)(&

6
6
6
6
6

6
)(&
6 6

6
)(&

^`

6)

$*55

6

)(&
6

$
^
`

6)

)5,(1'667$&.6

6)

5($',1*$5($

6
6
)

(
&

6
6
0,1&/5

0,1&/5
6

6)

7((167$&.6

6)

&+,/'5(1
667$&.6

',67$1&(721($5(67(;,7
',67$1&(721($5(67(;,7

',67$1&(72
1($5(67(;,7

',67$1&(72
1($5(67(;,7

',67$1&(72$&&(66
72

',67,1&7(;,7

',67$1&(72$&&(66
72

',67,1&7(;,7

',67$1&(72
1($5(67(;,7

',67$1&(72 1($5(67(;,7

',67$1&(72 1($5(67(;,7
',67$1&(72$&&(6672

',67,1&7(;,7
6
6

67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
%8,/',1*'$7$
&2'(5(9,(:
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

* %8,/',1*'$7$ &2'(5(9,(:
*
&,7<2)6$&5$0(172
.& -3
6&$/(

&2'($1$/<6,6)/2253/$1
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
52206&+('8/(
5220 52201$0( 86(
2&&83$1&</2$')$&7253(5&%&
$5($
2&&/2$'
)$&725
2&&
/2$'
+$//:$< 6)
67$))$5($ 23(12)),&(63$&(
&21&(175$7('%86,1(66$5($
6) 6)
+$//:$<

6)
$0+6 $8720$7('0$7(5,$/+$1'/,1*6<67(0
&21&(175$7('%86,1(66$5($
6) 6)
+$//:$<
6)
)/(;50 63$5(2)),&(63$&(
&21&(175$7('%86,1(6686(
6) 6) 2)),&( &21&(175$7('%86,1(6686( 6) 6) 2)),&( &21&(175$7('%86,1(6686( 6) 6) 2)),&( &21&(175$7('%86,1(6686( 6) 6)
67$))%5($. %5($.5220
$66(0%/<:2),;('6($7,1*7$%/(6 &+$,56
6) 6)
$*55 5(675220 6)
$*55 5(675220 6)
)5,(1'65220 )5,(1'6*5283%22.6+23
$66(0%/<:2),;('6($7,1*
6) 6) 5($',1*$5($ /,%5$5<5($',1*5220 6) 6) $'8/7$5($ /,%5$5<67$&.$5($ 6) 6) 0((7,1*5220 $66(0%/<63$&(:2),;('6($7,1* 6) 6)

/2%%<)2<(5 $66(0%/<63$&(:2),;('6($7,1*
6) 6) $'8/76($7,1*$5($ /,%5$5<5($',1*5220 6) 6) 678'< 2)),&( &21&(175$7('%86,1(6686(
6) 6)
7((1$5($ /,%5$5<5($',1*5220 6) 6) 67$))&,5&8/$7,21&2817(5 /,%5$5<67$&.$5($ 6) 6)
67$)):25.5220 &21&(175$7('%86,1(6686( 6) 6) 67$))2)),&( &21&(175$7('%86,1(6686( 6) 6) $*55 $//*(1'(55(675220 6) &+,/'5(1&38 /,%5$5<5($',1*5220 6) 6) &+,/'5(16 $5($ /,%5$5<5($',1*5220
6) 6)
&+,/'5(1
655 &+,/'5(1
65(675220 6) )5,(1'667$&.6 /,%5$5<67$&.$5($ 6) 6) &20081,7<5220 $66(0%/<$5($:2),;('6($7,1* 6) 6) &20081,7<52206725$*( 6725$*( 6) 6) .,7&+(1(77( .,7&+(1(77(%5($.5220 6) 6)

02%,/(6(59,&(6 23(12)),&(63$&(
6) 6)
683(59,625
62)),&( &21&(175$7('%86,1(6686(
6) 6)
6725$*(5220 6725$*( 6) 6)
:20(1655 5(675220 6)
0(1655 5(675220 6)
7((167$&.6 /,%5$5<67$&.$5($ 6) 6)

0$.(563$&( .,7&+(1(77( 63$&(,17(1'(')25'35,17(5&20387(567$7,216+$1'621/($51,1* 6+23 92&$7,21$/
6) 6)
6725$*( (48,30(175220 6) 6)
&2036725$*( 6725$*( 6) 6) &+,/'5(1
667$&.6 /,%5$5<67$&.$5($ 6) 6)

6725$*( 6725$*( 6) 6)
727$/2&&83$176

'(6&5,37,21 '$7(
3/$1&+(&.&<&/(

COM-2500586 1124 DEL PASO BLVD JOBCOPY
Provide tactile exit
and/or
exit route signage
Illuminated exit si
gn locations
subject to field inspections
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
&$/*5((1
&+(&./,67
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

* &$/*5((1&+(&./,67
*
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
1$
; *; *
1$
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
&$/*5((1
&+(&./,67
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

* &$/*5((1&+(&./,67
*
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
; (
(3
; /
1$
; 3/80%
':*6
1$
1$
; $5&+
; (
; /
; 63(&

; 63(&

'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
&$/*5((1
&+(&./,67
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

* &$/*5((1&+(&./,67
*
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
1$
1$
1$
; $5&+
63(&
',9 ',9

; 0(&+
':*6 63(&6
; 0(&+
':*6 63(&6
1$
(

%/'*
; 6758&
; *
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
&$/*5((1
&+(&./,67
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

* &$/*5((1&+(&./,67
*
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
; $

; 0(&+
),5(3527
1$
1$
; 0(&+
; $5&+
1$
; 0(&+
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law. 3523(57</,1(
6&23(2):25.
'(02/,7,21/(*(1'
(;,67,1*%8,/',1*,16&23(2):25.(;,67,1*,7(072%('(02/,6+('(;,67,1*&21&5(7(3$9,1*725(0$,1(;,67,1*/$1'6&$3('$5($6((/$1'6&$3(':*6(;,67,1*$63+$/73$9,1*725(&(,9(1(:6($/&2$7$1'1(:675,3,1*6((63(&6(&7,21(;,67,1*75((725(0$,1 6((/$1'6&$3(':*6(;,67,1*75((72%(5(029('
6((/$1'6&$3(':*6(;,67,1*7581&$7(''20(6(;,67,1*3/$17(5$5($5(029($1'',6326(2)2)(;,67,1**5281'&29(55(029($1<(;,67,1*9(*(7$7,216&5$3( $1'5(&203$&7(;,67,1*%$6($1<(;,67,1*75((6253/$17,1*725(0$,13527(&7 ,13/$&((;,67,1*/,*+7),;785(:,7+&21&5(7(%$6(&/($1$//(;,67,1*&21&5(7(/,*+732/(%$6(6 5(029(',57$1'*5$)),7,)520&21&5(7(6(((/(&75,&$/':*6 '(02/,7,21127(6
'(02/,7,213/$16,1',&$7(620(2)7+(6&23(2):25.,192/9(')257+('(02/,7,21 3+$6(2)7+,6352-(&7&2175$&7256+$//5(9,(:$//6+((76)25$'',7,21$/'(02/,7,216&23( &2175$&7256+$//9(5,)<(;,67,1*6,7($1'%8,/',1*&21',7,216$1'',0(16,216,17+( ),(/'35,2572'(02/,7,21$&7,9,7,(6$1':25.
&2175$&7256+$//127,)<$5&+,7(&72)$1<',6&5(3$1&,(6,1:5,7,1* &2175$&7256+$//127,)<$5&+,7(&7$1'2:1(52)$1<3266,%/($6%(6726&217$,1,1* 0$7(5,$/6',6&29(5('%()25(352&((',1*:,7+:25.3527(&7,17(5,25&216758&7,21725(0$,1'85,1*'(02/,7,21$1'&216758&7,21 &2175$&7256+$//2%7$,1$//1(&(66$5<3(50,76%()25(&200(1&,1*:25. $)7(5$:$5'2)7+(&2175$&7&+$1*(25'(55(48(676)25$'',7,21$/021(<:,//127 %($33529(',)7+(:25.&28/'+$9(%((1$17,&,3$7(''85,1*$6,7(9,6,7%<7+(&2175$&725 &2175$&7256+$//1276&$/('5$:,1*6 &2175$&7256+$//3529,'($//1(&(66$5<7(0325$5<6+25,1*7(0325$5<%5$&,1*$1' 257(0325$5<68332576$65(48,5('720$,17$,16758&785$/,17(*5,7<2)(;,67,1*6758&785(725(0$,1$1'25(;,67,1*%8,/',1*(/(0(176725(0$,1

(
%8,/',1*
*155

(

)+
),5(&21752/5220
'

'
'

'
'

9,)
'

35(3)251(:02180(176,*16((6,7(3/$1$1''(7$,/6
'
'

'
'
' ' '

'
7<3'

' ' '
'
7<3
'
'
'
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
'(02/,7,216,7(
3/$1
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

' '(02/,7,216,7(3/$1
'
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

.(<127(/(*(1'
(;,67,1*%2//$5'725(0$,1
%2//$5'72%(3$,17(' (;,67,1*'$0$*('%2//$5'72%(5(029('$1'5(3/$&('' $63+$/73$9,1*72%(5(029('$1'35(33(')251(:&21&5(7( 6((6,7(3/$1
$1'&,9,/':*6
' '(02/,6+(;,67,1*&85%$1'35(3)251(:&21&5(7(
6((6,7(3/$1'
(;,67,1*75$6+(1&/2685(725(0$,1' (;,67,1**$60(7(572%($%$1'21(' 6((3/80%,1*':*6' (;,67,1*%,.(5$&.725(0$,1

%,.(&$3$&,7<' (;,67,1*7581&$7(''20(672%(5(029('' (;,67,1*%(1&+72%(5(029('$1'6$/9$*(')255(86(3$7&+$1'5(3$,5$1< '$0$*(6726/$%'8(72%(1&+$1&+25$*(6((6,7(3/$1)251(:/2&$7,21 ' (;,67,1*$/&29(6725(&(,9(5(129$7,216
6((&$1'6' (;,67,1*$63+$/73$9,1*725(&(,9(1(:6($/&2$7$1'1(:675,3,1*' (;,67,1*675,3,1*(;,67,1*$63+$/76+$//5(&(,9(1(:6($/&2$7$1'$//1(:
675,3,1*6((6,7(3/$1
' (;,67,1*$&&(66,%/(3$5.,1*6,*1
(;,67,1*)227,1*$1'6/((9(725(0$,1
(;,67,1*3267$1'6,*172%(5(3/$&(':,7+1(:6((6,7(3/$1 ' (;,67,1*$&&(66,%/(3$5.,1*6,*172%('(02/,6+('' (;,67,1*&21&5(7(:+((/672372%(5(029('6$/9$*('$1'5(86(':+(1 3266,%/(
' (;,67,1*$63+$/772%(5(029('$1'5(3/$&('6((& 1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

'(02/,7,216,7(3/$1
1 '(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

9,)

'

'
'
'
'
&21)(5(1&(5220
'
'
'
'
'
'
'

'
'
'
''
'

'
'
6725$*(

'
'
67$))%5($.
'
'
'
'
'
'
'
'
'
'
' '
'
'
'

'
''
'
'
(;,67,1*/2)7$%29(
6(( '
'
' '
'
'
'
6)
6)
'
6)

'
'
'
'
'

9,)

9,)
9,)

'
'
'
*(1(5$/'(02/,7,21127(6
'(02/,7,213/$16,1',&$7(620(2)7+(6&23(2):25.,192/9(')257+('(02/,7,21 3+$6(2)7+,6352-(&7&2175$&7256+$//5(9,(:$//6+((76)25$'',7,21$/'(02/,7,216&23( &2175$&7256+$//9(5,)<(;,67,1*6,7($1'%8,/',1*&21',7,216$1'',0(16,216,17+( ),(/'35,2572'(02/,7,21$&7,9,7,(6$1':25.
&2175$&7256+$//127,)<$5&+,7(&72)$1<',6&5(3$1&,(6,1:5,7,1* &2175$&7256+$//127,)<$5&+,7(&7$1'2:1(52)$1<3266,%/($6%(6726&217$,1,1* 0$7(5,$/6',6&29(5('%()25(352&((',1*:,7+:25.3527(&7,17(5,25&216758&7,21725(0$,1'85,1*'(02/,7,21$1'&216758&7,21 &2175$&7256+$//2%7$,1$//1(&(66$5<3(50,76%()25(&200(1&,1*:25. $)7(5$:$5'2)7+(&2175$&7&+$1*(25'(55(48(676)25$'',7,21$/021(<:,//127 %($33529(',)7+(:25.&28/'+$9(%((1$17,&,3$7(''85,1*$6,7(9,6,7%<7+(&2175$&725 &2175$&7256+$//1276&$/('5$:,1*6 &2175$&7256+$//3529,'($//1(&(66$5<7(0325$5<6+25,1*7(0325$5<%5$&,1*$1' 257(0325$5<68332576$65(48,5('720$,17$,16758&785$/,17(*5,7<2)(;,67,1*6758&785(725(0$,1$1'25(;,67,1*%8,/',1*(/(0(176725(0$,1

&2175$&725,6729(5,)<7+((;$&7/2&$7,212)$//(;,67,1*87,/,7,(635,2572'(02/,7,21 $&7,9,7,(6$1':25.
&2175$&7256+$//5(029(75$6+$1''(%5,65(*8/$5/<$61(&(66$5<72(/,0,1$7(' ,17(5)(5(1&(:,7+52$'6675((7:$/.6$1'$//27+(5$'-$&(17)$&,/,7,(6 &2175$&7256+$//5(029(75$6+$1''(%5,6)5207+(6,7(21$'$,/<%$6,6 &2175$&725,65(63216,%/()25&216758&7,212)7(0325$5<'867$1'256281' 3$57,7,21%(7:((1&216758&7,21$5($$1'$5($6127,16&23($61(&(66$5<'(02/,7,21$&7,9,7,(66+$//%(3(5)250('62$672352'8&(0,1,0$/',6785%$1&(72(;,67,1*)$&,/,7<$1'2&&83$176 ,(0,1,0,=((;&(66,9($1'352/21*('12,6(/(9(/6$1''867
&2175$&7256+$//5(3$,55(3/$&(253$7&+(;,67,1*%8,/',1*6'5,9(:$<66,'(:$/.6 &$123,(6$1'253$5.,1*$5($6'$0$*('02',),('$1'25',6785%('%<'(02/,7,21:25.$712&267727+(2:1(5 $//(;,67,1*(48,30(177+$75(0$,166+$//%(3527(&7(''85,1*'(02/,7,21$1'25 &216758&,7217235(9(17'$0$*($1<'$0$*(725(0$,1,1*(;,67,1*(48,30(176867$,1(''85,1*'(02/,7,21$1'25&216758&,7216+$//%((48,9$/(17/<5(3/$&('25(48,9$/(17/<5(3$,5('$712&267727+(2:1(5 &2175$&7256+$//3529,'(75$)),&+$1'/,1*0($685(6723527(&77+(*(1(5$/38%/,& $7$//7,0(6$61(&(66$5<$1'$65(485('%<$87+25,7,(6+$9,1*-85,6',&7,21 '2127,17(55837(;,67,1*87,/,7,(6(;&(37:+(1$87+25,=(',1:5,7,1*%<$87+25,7,(6 +$9,1*-85,6',&7,213529,'(7(0325$5<6(59,&(6'85,1*,17(55837,21672(;,67,1*87,/,7,(6$6$&&(37$%/(72$87+25,7,(6+$9,1*-85,6',&7,21 :+(187,/,7<6(59,&(6$5(5(48,5('72%(5(029('5(/2&$7('25$%$1'21('3529,'( %<3$66&211(&7,216720$,17$,1&217,18,7<2)6(59,&(%()25(352&((',1*:,7+'(02/,7,21 &2175$&7256+$//&217$&7$//87,/,7<&203$1,(6,1&/8',1*%87127/,0,7('727+( )2//2:,1*
(/(&75,&*$6:$7(57(/(3+21(672506(:(5$1'6$1,7$5<6(:(5)25),(/'/2&$7,212)$//81'(5*5281'$1'29(5+($'87,/,7</,1(635,2572&200(1&(0(172)$1<'(02/,7,21:25.&2175$&7256+$//,'(17,)<$//(/(&75,&$/&,5&8,766(59,&,1*7+($5($,192/9(':,7+7+,6'(02/,7,217+26(&,5&8,766+$//7+(1%(/2&.('287$1'7$**('287,)7+(<'21276(59,&($1<2)7+(5(0$,1,1*%8,/',1*7+26(&,5&8,76:+,&+$5(,'(17,),('726(59,&(%27+7+($5($72%('(02/,6+('$1'7+(5(0$,1,1*%8,/',1*6+$//%(63/,762$672.,//$//(/(&75,&$/32:(5727+($5($72%('(02/,6+(':+,/(0$,17$,1,1*32:(5727+(5(0$,1'(52)7+(%8,/',1*
&2175$&7256+$//5(/2&$7(87,/,7,(6$1'(48,30(17$65(48,5('72$&&2002'$7(1(: +9$&(/(&75,&$/3/80%,1*$1'7(&+12/2*<5(48,5(0(176)251(::25. 3527(&7(;,67,1*6,7((/(0(176$1'(;,67,1*/$1'6&$3,1*725(0$,13527(&7,216+$// ,1&/8'(%87127%(/,0,7('72(;,67,1*75((6$1'27+(5(;,67,1*9(*(7$7,21,1',&$7('725(0$,1,13/$&($*$,167811(&(66$5<&877,1*%5($.,1*256.,11,1*2)522766.,11,1*25%58,6,1*2)%$5.6027+(5,1*2)75((6%<672&.3,/,1*&216758&7,210$7(5,$/25(;&$9$7('0$7(5,$/:,7+,1'5,3/,1(6 2:1(5+$65,*+72)),5675()86$/2)$//,7(065(029('$63$572)7+(6&23(2):25. :+(7+(5,'(17,),('$66$/9$*(25127
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
(;,67,1*:$//6
253257,2162):$//6
72%(5(029('6+$//%(&87)/86+:+(5(
,17(56(&7,1*:,7+:$//6725(0$,15(0$,1,1*:$//672%(3$7&+('$1'),1,6+('60227+ 1(:23(1,1*72%(&87,1(;,67,1*:$//66+$//%(6$:&87$7/2&$7,216,1',&$7('727+( +(,*+7$1':,'7+,1',&$7('1(:/,17(/66+$//%(,167$//('726833257(;,67,1*:$//&216758&7,21$%29($6,1',&$7('217+('5$:,1*625,)127,1',&$7('$65(48,5(')251(::$//&216758&7,213(56758&785$/'5$:,1*6&225',1$7(/2&$7,2162)$//1(:23(1,1*6,1(;,67,1*:$//6$1'3$57,7,216:,7+$5&+,7(&785$/3/$16 :+(5((;,67,1*:$//23(1,1*6$5(72%(1(:/<&/26('2))5(029($1<(;,67,1* 23(1,1*)5$0($1'3$7&+$1'5(3$,5(;,67,1*:$//720$7&+(;,67,1*$'-$&(170$7(5,$/6$1'),1,6+(681/(66127('27+(5:,6( :+(5((;,67,1*,17(5,25:$//6$5(5(3/$&('255(029('5(029(0(376<67(06%$&.72 3$1(/250(&+$1,&$/522025)$57+(673266,%/(32,17:,7+287',6785%,1*(;,67,1*&216758&7,215(029((;,67,1*0(&+$1,&$/(48,30(175(/2&$7(32:(53(50(37'5$:,1*6 5()(5720(37'5$:,1*6)25'(02/,7,212)0(376<67(06,'(17,)<:25.5(48,5('%< 7+,6&2175$&725:+,&+0$<$))(&7'(02/,7,21$1'255(3$,562)$5&+,7(&785$/(/(0(176&225',1$7(:,7+5(/$7('68%&2175$&72567+((;7(172)$//'(02/,7,21:25. 3$7&+)/2256:$//6&(,/,1*6:+,&+5(0$,1$7/2&$7,216:+(5(3,3(6&21'8,76(7&$5( 5(029('$65(48,5('720$7&+(;,67,1*&21',7,21625725(&(,9(1(:),1,6+(6 :+(5((;,67,1*),1,6+)/225,65(029('35(3$5()/225685)$&(725(&(,9(1(: )/225,1*
$//'$6+('/,1(6$5('(02/,7,21/,1(6812
(;,67,1*0(7$/678':$//725(0$,1(;,67,1*:$//72'(02/,6+('(;,67,1*'225725(0$,1(;,67,1*'2253$1(/$1')5$0(72%(5(029('127( $//:22''225672%(6$/9$*('$1'6725(')255(86((;,67,1*,7(072'(02/,6+(' '(02/,7,21/(*(1'
(;,67,1*:$//),1,6+(672%('(02/,6+('(;,67,1*)5$0,1*725(0$,1(;,67,1*&21&5(7(&08:$//725(0$,1 6725$*(

6725$*(

83 '1
($
'
'
'
'
'
' '
'
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

30
7UYW
'(02/,7,21
)/2253/$1
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

' '(02/,7,21)/2253/$1
'
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

6&$/(

'(02/,7,21)/2253/$1
.(<127(/(*(1'
' 5(029(
(
&$6(:25.&$6(:25.72%(6$/9$*('%<2:1(5' 5(029( (
&21&5(7($1'35(3)253/80%,1*+$7&+('$5($726+2:(;7(1762) '(02/,7,21
'
5(029(
(
6/,',1**/$66'2256' (;,67,1*)2/',1*3$57,7,2172%(5(029(')/2256/$%72%()/2$7('$1' 35(33(')251(:)/225),1,6+
' 5(029((;,67,1*6+((79,1</)/225,1*)/2$76/$%$61(('('$1'35(3)251(:
)/225,1*
' (;,67,1*3$3(572:(/',63(16(572%(5(029('$1'6$/9$*('%<7+(2:1(5

7<3
' 5(029((;,67,1*72,/(73$57,7,2166725($1'3527(&7)255(,167$//$7,21 $)7(51(:)/225,1*,6,167$//('7<3$//3$57,7,216
' (;,67,1*&2817(5723725(0$,1
3527(&7,13/$&(' (;,67,1*6+2:(572%('(02/,6+('' 5(029((;,67,1*&$6(:25.%(/2:6,1.5(029( (
*$5%$*(',6326$/$1':$7(5
),/7(5
' 5(029((;,67,1**5$%%$566725($1'3527(&7)255(,167$//$7,21$)7(51(:
:$//),1,6+,6,167$//('6(()/2253/$1
' (;,67,1*&$6(:25.725(0$,1&/($1$1'728&+833$,17$61(('('' (;,67,1*6758&785( 3527(&7,13/$&(' (;,67,1*),5((;7,1*8,6+(5725(0$,1' (;,67,1*3257,212))855(':$//72%(5(029('(;326('&08:$//725(&,(9( 1(:),1,6+3(552206&+('8/(
' (;,67,1*+$1'5$,/72%(5(029('$1'5(3/$&('' (;,67,1*:,1'2:72%(5(029('$5($72%(,1),//('$65(48,5(')251(:
%22.'5236(()/2253/$1
' (;,67,1*3$57,7,2172%($),5(5$7(':$//6(()/2253/$1'(02/,6+),1,6+(621 %27+6,'(62):$//$1'35(3)251(:7<3(;*<3%'6((3$57,7,217<3(6 ' (;,67,1*(/(&75,&$/(48,3725(0$,1
6(((/(&75,&$/':*6' (;,67,1*:$7(5+($7(572%(5(029(' 6((3/80%,1*':*6' (;,67,1*&/26(7:$//6$1''225672%('(02/,6+('' (;,67,1*0,5525672%(5(029('6725($1'3527(&7)255(,167$//$7,21$)7(5 1(::$//),1,6+,6,167$//('
' (;,67,1*67$,572%(5(/2&$7('',5(&7/<81'(5$&&(66'225' *5,1'(;,67,1*$63+$/7&21&5(7(726/23($:$<)5207+(%8,/',1* 6((&)25
$'',7,21$/,1)2
' (;,67,1*%/,1'6725(0$,13527(&7,13/$&('
(;,67,1*)/225'5$,1&29(572%(5(029('$1'5(3/$&('$)7(51(:)/225,1*,6 ,167$//('6((3/80%,1*':*6
' (;,67,1*'523%2;72%(5(029('' 60227+685)$&($7'2257+5(6+2/'72&203/<:,7+$&&(66,%,/,7<67$1'$5'6' (;,67,1*(;,76,*172%(5(029('' (;,67,1*6/,',1*'22572%(5(3/$&(':,7+1(:'225 6(()/2253/$1$1''225
6&+('8/(
' ,1),//:,7+1(:*<3%2$5'72$/,*1$1'%()/86+:,7+(;,67,1**<3%2$5'),1,6+ $1'3$,17720$7&+$'-$&(17:$//
' 5(029($//(;,67,1*/2)7)/225,1*' $'',7,9($/7(51$7( (
*/$=,1*72%(5(029('$1'5(3/$&(':,7+$&2867,&$/
*/$=,1*$7(17,5()$&$'(
6((3/$1
(
6725()5217)5$0,1*725(0$,1
3527(&7,13/$&(
' '(02/,6+&21&5(7(81'(51($7+(;,67,1*:$//:$//725(0$,13527(&7,1 3/$&(5(3$,5$1<'$0$*(72(;,67,1*:$//6
' 6(/(&7,9('(02/,7,21)251(:6(0,5(&(66('72,/(7$&&(6625,(6 6(($
1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

'(02/,7,21/2)7)/2253/$1
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

'
0(1655:20(1655
&2036725$*(
6725$*(5220
683(59,625
6 $*55 2)),&(
$*55 2)),&( 2)),&( 67$))%5($. 2)),&(
0((7,1*5220
/2%%<)2<(5 678'<
0$.(563$&(
.,7&+(1(77(
2)),&( 2)),&( 2)),&( 2)),&(
2)),&(2)),&(
'
'

'
&21)(5(1&(5220
'
'
(;,67,1*,7(072'(02/,6+('
'(02/,7,21/(*(1'
(;,67,1**<3%'&,(/,1*725(0$,1
3$7&+$1'5(3$,5$61(('('$6680(*<3%'&(,/,1*72%(3$,17('(;,67,1*$&7$1'*5,'72%('(02/,6+('(;,67,1*$&7&(,/,1*&(,/,1**5,'725(0$,1$1'5(3$,17(' $//$&772%(5(3/$&(':,7+1(:7,/(6
3(563(&6(&7,21
(;,67,1*&(0(173/$67(562)),772%(3$,17('(;,67,1*/,*+7,1*),;785(72%(5(029(' 6(((/(&75,&$/':*6
6((0(&+$1,&$/$1'(/(&75,&$/'(02/,7,216+((76)25 $'',7,21$/,1)250$7,21
'(02/,7,21127(6
(;326('726758&785(
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
'(02/,7,215&3
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

' '(02/,7,215&3
'
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

6&$/(

'(02/,7,215()/(&7('&(,/,1*3/$1
.(<127(/(*(1'
' (;,67,1*$:1,1*72%(5(029(''
(;,67,1*3$57,7,2172%('(02/,6+('3$7&+5(3$,5$1'5(3$,1762)),7$6 1(('('
' (;,67,1*6758&785(
3527(&7,13/$&('
(;,67,1*62/$78%(725(0$,1
3527(&7,13/$&(
7<32)

' (;,67,1*%/,1'6725(0$,13527(&7,13/$&(
1 $
.(<3/$1 758( 1257+ 3/$1 1257+
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

6)
67$))2)),&(

6)
&+,/'5(1
655

6)
$'8/76($7,1*
$5($

6)
678'<

6)
$'8/7$5($

6)
67$))
&,5&8/$7,21
&2817(5

6)
$*55

6)
67$))$5($

6)
)/(;50

6)
2)),&(

6)
2)),&(

6)
2)),&(

6)
67$))%5($.

6)
$*55

6)
&20081,7<
5220

6)
.,7&+(1(77(

6)
02%,/(
6(59,&(6

6)
683(59,625
6 2)),&(

6)
6725$*(5220

6)
&2036725$*(

6)
0(1655

6)
:20(1655

6)
0$.(563$&(
.,7&+(1(77(

6)
7((1$5($

6)
/2%%<)2<(5

6)
&20081,7<
52206725$*(

6)
6725$*(

+$//:$<

+$//:$<

$

$

$

$
%
%
&
&
'
'
(
(
)
)
*
*
+
+

1 6)
&+,/'5(1&38

6)
$0+6

6)
&+,/'5(16

$5($

/,1(2)9$8/7('&(,/,1*$%29(

$

$
%

$
$
$
$

$

$

$
$
$
$

$

%
$

$
%

$

$
$

%
$

$

$

$
$

6)
$*55

$

$

($

+,*+321<:$//
$

$
%
%

&/5

$'$

+,*+321<:$//
(%
($
(%
($
($
($
(%
($ ($ ($
($
(%
(%
(%
(
$
(
%
(% ($
($ ($ ($ ($
($
($
($
($
($
(;,67,1*/2)7$%29(
6(( $

%

$
$
&

6)
5($',1*$5($

$
%
%

9,)
&/5

&
($
($
($
&
&
&
+$//:$<

$

(4 (4
(4 (4
6)
)5,(1'667$&.6

)85:$//

$

7((167$&.6

&+,/'5(1
6 67$&.6

),5(5,6(5
6((),5(3527(&7,21'(7$,/6
%

$

)/2253/$1/(*(1'
(;,67,1*3$57,7,21725(0$,1
812
0(7$/678'3$57,7,21:*<3%'($6,'(),//(':,7+&2035(66,21),75%$77,168/$7,21$//1(:3$57,7,2167<3($81/(66127('27+(5:,6(6(($)25:$//7<3('(),1,7,211(:3$57,7,21 % 1(:'225'(6,*1$7,21
1(::,1'2:'(6,*1$7,21
$
5RRPQDPH
52201$0( 180%(5
1(:+285),5(5$7('3$57,7,21
0(7$/678'6:,7+7<3(;*<3680%2$5'21($6,'()5207232))281'$7,217281'(56,'(2)522)'(&.6(($)255$7('3$57,7,21'(7$,/63529,'(,'(17,),&$7,210$5.,1+,*+7(;7725($'),5(%$55,(5),5(3$57,7,213527(&7$//23(1,1*6$77232):$//$7,17(59$/127(;&((',1*)((7$1':,7+,1)((72)7+((1'2)($&+:$//$/21*%27+6,'(62)7+(:$//3$,17('5('&%&6(&7,21 %
[[&08,1),//::$//)855,1*217+(,17(5,2572$/,*1:,7+(;,67,1*)855,1*&21',7,216((6)25$'',7,21$/,1)250$7,2121,1),//$7&08:$//1(:&08:$// *(1(5$/)/2253/$1127(6
'21276&$/('5$:,1*6:5,77(1',0(16,2167$.(35(&('(1&( &217$&7$5&+,)&/$5,),&$7,21,61(&(66$5<,125'(572'(7(50,1(7+(,17(172)7+(&2175$&7'2&80(176 '5$:,1*6127('$617625176$5(127726&$/( $//',0(16,216$5(726758&785$/&2/801/,1(6257+(685)$&(2) 3$57,7,21$66(0%/<812
),(/'9(5,)<$//',0(16,216$1'(;,67,1*&21',7,21%()25( &200(1&,1*:25.127,)<$5&+2)$1<',6&5(3$1&,(635,2572352&((',1:,7+$))(&7(':25. 127(625',0(16,216127('$67<3,&$/257<3257<36+$// $33/<72&21',7,2167+$7$5(7+(6$0(256,0,/$5
',0(16,216127('$6),(/'9(5,)<259,)259,)6+$//%( 0($685('$1'&21),50('$77+(352-(&76,7(%<7+(&2175$&725 $1'5(9,(:(':,7+7+($5&+%()25(,1&25325$7,1*,1727+(:25. ',0(16,216127('$6&/($525&/($5,16,'(5(48,5(63(&,),& &225',1$7,21$021*',6&,3/,1(6$1'250$18)$&785(56
$/,*1),1,6+(')$&(2):$//6:+(5(:$//3$57,7,2162)',))(5,1* 7+,&.1(66$%87$1'25$'-2,1,17+(6$0(3/$1(

3529,'($1',167$//&2175(9($/75,0$7-2,17:+(5(*<3680 %2$5':$//3$57,7,216$%87$1'25$'-2,10$6215<:$//3$57,7,216,17+(6$0(3/$1( $//'22566+$//%(6(7,1&+(62))7+($'-$&(173(53(1',&8/$5 :$//217+(+,1*(6,'(2)7+('225812127,)<$5&+2)$1<'2255(/$7('&21)/,&76,1&/8',1*%87127/,0,7('72&21)/,&76&21&(51,1*$&&(66,%,/,7<67$1'$5'6 $//'2257+5(6+2/'6$7$//(;7(5,25'22566+$//%(6(7,1)8// %('2)6($/$17
$//)/2256/23(672)/225'5$,166+$//127(;&((' 3529,'($1',167$//6(/)/(9(/,1*81'(5/$<0(17:+(5(81(9(1 )/2256/$%(;,67635,2572,167$//$7,212))/225),1,6+(6 &225'+286(.((3,1*3$'/2&$7,216$1'',0(16,216:,7+ (48,30(1772%(,167$//('
$//)/225),1,6+&+$1*(66+$//2&&85$77+(&(17(5/,1(2)'2256 812
$//)/225),1,6+0$7(5,$/&+$1*(66+$//+$9(5('8&(5675,36$//5(48,5('$&&(66,%/(&/($5$1&(6)25$//,7(06,1&/8',1*%87 127/,0,7('72$//&2817(57236$//3/80%,1*),;785(6$//'5,1.,1*)2817$,16$//(/(&75,&:$7(5&22/(56$///$9$725,(6 $//85,1$/6$//72,/(766+$//%(675,&7/<(1)25&('
5()(57227+(5',6&,3/,1('2&80(176)25$'',7,21$/6&23(2) :25.

$//:$//67<3($812
6((,173$57,7,21'(7$,/621$

6725$*(
83 '1
($

6)
5(
$
5(
$

5(
$
5(
$
5(
$
5(
$
5(
$
5(
$
5(

$
5(
$
$
5(
$

67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

30
7UYW
)/2253/$1
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ )/2253/$1
$
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

)/2253/$1
.(<127(/(*(1'
%,.(5$&.
6((63(&6(&7,21
0(7$/+$1'5$,/ :$//02817('&+$,1$1'6,*1725($'1238%/,&$&&(666(59,&(3(56211(/ 21/<
&08:$//,1),//
6((6 (;,67,1*&2/80172%(:,7+,11(::$// 3527(&7,13/$&(:$//72%(:,'(,1
25'(572(1&$368/$7(
(
&2/801,11(::$//

0,1:,'(&2175$67,1*0$5.,1*675,3($7723$1'%2772075($' (;,67,1*&2/801725(&(,9(1(:)$8;:22':5$3
)%
6((),1,6+/(*(1'
&86720,17(5,2575(()($785(
'('8&7,9($/7(51$7(

%8,/7,1&2817(5723
:$//,1),//
/2)7725(&(,9(1(:6+((79,1</696((),1,6+6&+('8/(
$3352;,0$7(/2&$7,216+2:1
&225',1$7(/2&$7,212)1(::$//72%(3/$&('
72$92,'&21)/,&7:,7+
(
'8&7$%29(
.2'263(&7580/,*+7/$%127,1&/8'(',16&23(2):25. ,0$*,1$7,2167$7,217+($75(127,1&/8'(',16&23(2):25. ;
0$5.(5%2$5' :$//02817('6+2577+52:352-(&725 .,1*6/(<.:,.'5235(78517+528*+:$//5(7851 6(/)&+(&.287 6(/)&+(&.287 &+,/'5(1
6+(,*+7 +8%/(732:(5$1''$7$5(48,5('6(((/(&':*6 ),5((;7,1*8,6+(5&$%,1(76(0,5(&(66('/2&.('&$%,1(7 9(57,&$/386+%$5$&&(66,%/($8720$7,&'22523(1(572%(02817('72 $/80,18008//,21
6((63(&6(&7,21
'35,17(5
%<27+(56
/$6(5&877(5
%<27+(56 :$//02817('.12;%2; '8$/'5,1.,1*)2817$,1:,7+%277/(),//(5 :$7(5+($7(5 6((3/80%,1*':*6 32:(532/(7<32)

6(((/(&75,&$/':*6 ,')
6(((/(&75,&$/':*6 23$&
6(()851,785(':*6) )
6&$/(

/2)7
'(6&5,37,21 '$7(
2 2 OWNER CHANGES 05/23/25
3/$1&+(&.&<&/(
2 COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

1 (
6/23(

(
6/23(
(
6/23(

(
6/23(
(
6/23(

7<3

7<32)
5()(5726(3(5$7(3(50,7&20)25522)$1'+9$&,03529(0(176 $662&,$7(':,7+7+,66&23(2):25.
$//(;,67,1**877(56$1''2:163287672%(5(029('$1'5(3/$&('$63$57 2)522)5(3$,56&23(2):25.
*(1(5$/127(6
(;,67,1*522)6758&785($1'%$77,168/$7,21
1 %$77,168/$7,21720$7&+,1),//)250(56.</,*+7/2&$7,216:+(5(2&&856 5(029($//(;,67,1*522),1*0$7(5,$/5(029($1<(;,67,1*522),1*68%675$7(5(029($//(;,67,1*522),168/$7,215(029($//(;,67,1*0$7(5,$/6'2:17268%675$7((;,67,1*6+($7+,1*725(0$,1:+(5(3266,%/(127( 5(3/$&($//;:,7+3/<$1'5(3/$&($//'$0$*('3/<:22' $3352;
5(029(6.</,*+7$1'$//&85%6(17,5(/<:+(5(2&&8565()(5726(3(5$7(3(50,7&20)25,1),//$1'$'',7,21$/,1)250$72,1 67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

30
7UYW
522)3/$1
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ 522)3/$1
$
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

522)3/$1
6+2:1)255()(5(1&(21/<

.(<127(/(*(1'
(;7(5,253(5)25$7('0(7$/$:1,1*
6((63(&6(&7,21$1'6
(
78%(6.</,*+7725(0$,1 $'',7,9($/7(51$7(78%8/$56.</,*+77<32)6(($ 1213(1(75$7,1*)$//3527(&7,216<67(0 ,1&/8'(',1522)6&23(6+2:1)25
5()(5(1&(5()(5723(50,7&200
0(&+$1,&$/(48,30(17,1&/8'(',1522)6&23(6+2:1)255()(5(1&( 6&$/(

7<3522),1*'(02'(7$,/
'(6&5,37,21 '$7(
2 2 OWNER CHANGES 05/23/25
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

$
$
$
0,1&/5

0,1&/5

(4 (4
&+,/'5(1
655

$*55

[[

0,1&/5

)2)

7$
$*55

67$))%5($.

7$7$7$ 7$
7$$

7$
7$7$$
7$
$7$

0,1
7$

[[
$*55

0,1&/5
0,1&/5

&%&%
0,1
0$;
0,1&/5

&/5

7$

7$

0$;

0$;

0,1&/5

0,1&/5

0(1655

:20(1655

0,1&/5

(4 (4
(4 (4 (4
7$7$
7$
7$

'

7$
7$
7$ 7$
7$
$ 7$
'

$

7$
7$
7$ $

$

7$
$7$
7$7$$
7$

7$$
7$$
7$
7$
7$$

7$
7$ 7$
7$$

$

5()6&+('
:'
5()6&+('
+7
0,1
*5$%%$5
:$7(5&/26(7
$&&

6($7&29(5',63(16(5
67'
:$7(5&/26(7
67'

5()6&+('
+7

5()6&+('
+7
0,1
:$7(5&/26(7
$&&
*5$%%$56($7&29(5',63(16(56$1,7$5<1$3.,1',6326$/
72,/(77,668(',63

')
'5,1.,1*)2817$,1
$&&

6$1,7$5<1$3.,1',63(16(5
127( $//),;785(6$1'$&&(6625,(6$5($&&(66,%/(81/(6627+(5:,6(127('25 ',0(16,21('
7+(5(6+$//%(126+$5325$%5$6,9(685)$&(681'(5/$9$725,(6 6(((1/$5*('72,/(73/$16)2572,/(7$&&(6625</2&$7,216 $//$&&(6625,(66+$//+$9($0$;,0805($&++(,*+72))520)/225727232) )81&7,21$/32,1781/(6627+(5:,6(127('25',0(16,21('0,5525+(,*+7,672%277202)5()/(&7,9(685)$&( 0$;
0$;
0$;

0$;
85,1$/
$&&
/,372352-(&70,1)520:$//),1
0,5525/$9$725<62$3',63
,168/$7(75$3 (;326(':$7(53,3,1*
5()6&+('
.1((&/5
$3521+7
5()6&+('
5()6&+('
723+7
5()6&+('
+7

')
'5,1.,1*)2817$,1
67'

3$3(572:(/',63(16(5 :$67(5(&(37$&/(
5()6&+('
0$;
5()6&+('
0$;
(/(&75,&+$1''5<(5
0,5525

5()6&+('
+7
0$5.(5%'&+$/.%'257$&.%'
72+$1'/(

),5((;7,1*8,6+(5&$%,1(7 6,*1$*(
),;785(
/(*(1'
$ $'8/7',0(16,216
$*($1'29(5
( (/(0(17$5<',0(16,216
$*(72

5(48,5('',0(16,216
$
72,/(7&(17(5/,1()520:$//72,/(76($7+(,*+7
7232)6($7
*5$%%$5+(,*+7
7232)%$5
72,/(73$3(5',63(16(5+772287/(71$3.,1',6326$/,1%$&.2)72,/(7',63(16(5250,5525+(,*+7/$9$725<6,1.723+(,*+7/$9$725<$3521&/($5$1&(/$9$725<6,1..1((&/($5$1&(')%8%%/(5+(,*+7')%8%%/(5)520)5217('*(')&21752/)520)5217('*(').1((&/($5$1&(5$0367$,5+$1'5$,/+(,*+70$5.(5%2$5'+(,*+7

0,10$;%

5()6&+('
+7
5()6&+('
+7

a

a

a

a

0$;

0$;
0$;
1$

0,1

0$;
0$;
0$;
3$5$//(/
$3352$&+

0$;

a

a

a

0,1
0$;

0$;

0$;

0,1
0,1

0$;
0$;0$;

0,1

a

(
5()6&+('
+7 72
5()6&+('
+75()
6&+('
85,1$/352-(&7,2172%(
0,1
0,1

0$;
0$;
5(
$

127(
6(( )25)/2253/$16(( )25$77$&+0(17'(7$,/
$
&/5
0$;
&%&%
0,10$;

$
)53),%(55(,1)25&('3/$67,&6((),16+/(*(1'&7&(5$0,&7,/(6((),1,6+/(*(1'696+((79,1</6((),16+/(*(1' 5(
$
5(
$
5(
$
5(

$
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

30
7UYW
(1/$5*('
5(675220
3/$16
(/(9$7,216
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ (1/$5*('5(6752203/$16 (/(9$7,216
$
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
.(<127(/(*(1'
)/225'5$,1
6((3/80%,1*':*6 ),5((;7,1*8,6+(5&$%,1(76(0,5(&(66('/2&.('&$%,1(7 [$&&(663$1(/ '8$/'5,1.,1*)2817$,1:,7+%277/(),//(5$ $&&(66,%/(:$7(5&/26(7 6,1. (;326(''5$,1$*(3,3(672%(,168/$7('3(5$'$$ $&&(66,%/(/$9$725<(;326('3,3(72%(3527(&7('3(5$'$' 5(029((;,67,1*72,/(73$57,7,2166725($1'3527(&7)255(,167$//$7,21 $)7(51(:)/225,1*,6,167$//('7<3$//3$57,7,216
' (;,67,1*6758&785(
3527(&7,13/$&(7$ :$//02817('62$3',63(16(5
7$03(55(6,67$177$ 0,5525
[812
7$ 72,/(73$3(5',63(16(57$ 5(,167$//*5$%%$56$7$&&(66,%/(72,/(767$//6 6((02817,1*+(,*+7
6&+('8/()25/(1*7+
7$ &20%23$3(572:(/',63(16(575$6+5(&(37$&/(7$ :$//02817('%$%<&+$1*,1*67$7,217$ 6$1,7$5<1$3.,1',6326$/:$//02817('7$ (;,67,1*72,/(7&203$570(17672%(5(,167$//('7$ 5(,167$//6$/9$*('0,5525$77+,6/2&$7,21 72,/(7$&&(6625<7<3(6
.H\QRWH '(6&5,37,21 5(0$5.6 0DQXIDFWXUHU &RPPHQWV
7$ 62$3',63(16(5 6XUIDFH0RXQWHG %REULFN:DVKURRP(TXLSPHQW,QF %7$ 0,5525 6XUIDFH0RXQWHG %REULFN:DVKURRP(TXLSPHQW,QF % 7$ 72,/(73$3(5',63(16(5 6XUIDFH0RXQWHG %REULFN:DVKURRP(TXLSPHQW,QF %7$ *5$%%$5 6XUIDFH0RXQWHG %REULFN:DVKURRP(TXLSPHQW,QF %7$ 3$3(572:(/',63(16(575$6+5(&(37$&/(&20%2 6HPL5HFHVVHG %REULFN:DVKURRP(TXLSPHQW,QF % 7$ %$%<&+$1*,1*67$7,21
685)$&(02817(' %DE\&KDQJLQJ6WDWLRQ %UDGOH\&RUSRUDWLRQ .%667$ 6$1,7$5<1$3.,1',6326$/ LQFKUHFHVV %REULFN:DVKURRP(TXLSPHQW,QF % 6&$/(

$*55 $*55
(1/$5*('3/$1 6&$/(

0(1655 :20(1655 (1/$5*('3/$1
6&$/(

0(1
655 6287+ 6&$/(

:20(1
655 1257+
6&$/(

$*55 ($67
6&$/(

$*55 6287+
6&$/(

$*55 6287+ 6&$/(

&+,/'5(1
655 6287+

6&$/(

02817,1*+(,*+76&+('8/(
6&$/(

'5,1.,1*)2817$,1(/(9$7,21
5(6752206/(*(1'
'(6&5,37,21 '$7(
2 2 OWNER CHANGES 05/23/25
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

5(
$
5(
$

$
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
(;7(5,25
(/(9$7,216
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ (;7(5,25(/(9$7,216
$
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
.(<127(/(*(1'
/,*+7,1*),;785(
5()(572(/(&75,&$/':*6 6758&785$/)5$0,1*6((6 3$,17$//(;326(')5$0,1*3 (;7(5,253(5)25$7('0(7$/$:1,1* 6((63(&6(&7,21$1'6 (;7(5,2562/,'0(7$/$:1,1*:,7+*877(5$1''2:1632873(501)5 6((63(&
6(&7,21$1'6
'2:163287$1'*877(581'(56(3(5$7(6&23(5()(5726(3(5$7(3(50,7 &20

(
&(0(173/$67(535,25725(3$,17,1*2)(;7:$//6&5$&.6,1&(0(17 3/$67(56+$//%(),//(':,7+$&5</,&%$6('3$7&+,1*0$7(5,$/'(6,*1('72),//&(0(173/$67(5&5$&.668&+$620(*$60227+3$7&+3$7&+,1*0$7(5,$/72%(7(;785('720$7&+ (
&(0(173/$67(5$6680(2)&(0(173/$67(572%(3$7&+(' $'',7,9($/7(51$7((;,67,1**/$=,1*$76725()5217)$&$'(72%(5(3/$&(' :,7+$&2867,&$/*/$=,1*6((63(&6(&7,21

$3352;6,=(
[

3$,17(':$///2*2
+,*+)217
)8785$
:$//02817('$/80,180/(77(566((63(&6(&7,21

+,*+)217
)8785$
)5((67$1',1*$/80,180/(77(566((63(&6(&7,21 6

+,*+9,1</'(&$/72%(3/$&('21*/$=,1*
1(:[:22'75,072%()$67(1('72:$//:,7+&21&5(7(6&5(:6$7 2&67$**(5(':22'75,072%(3$,17('217+5((6,'(6:,7+$&&(17&2/253
9,1</'(&$/&217$,1,1*/,%5$5<+285672%(3/$&('21*/$=,1* +,*+9,1</67,&.(5/(77(567263(//287
),5(&21752/5220
72%(3/$&('21
(;7(5,256,'(2)'2256&2/252)9,1</67,&.(572&2175$67&2/252)'2256(( .,1*6/(<.:,.'5235(78517+528*+:$//5(7851 %22.'5236,*1$*( 6(&85,7<&$0(5$ 6((7(&+12/2*<':*6 1213(1(75$7,1*)$//3527(&7,216<67(0 ,1&/8'(',1522)6&23(6+2:1)25
5()(5(1&(5()(5723(50,7&200
$&&(66,%/($8720$7,&'22523(1(572%(9(57,&$/386+%$5 6((63(&
6(&7,21
(;,67,1*085$/72%(3527(&7(',13/$&('21273$,17 6&$/(

(;7(5,25(/(9$7,21 1257+
6&$/(

(;7(5,25(/(9$7,21 ($67
6&$/(

(;7(5,25(/(9$7,21 6287+ 6&$/(

(;7(5,25(/(9$7,21 :(67 6&$/(

(;7(5,25(/(9$7,21 1257+%8,/',1*6(&7,21
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

)5,(1'65220

02%,/(
6(59,&(6

683(59,625
6 2)),&(

6725$*(5220

67$))$5($

6725$*(

5($',1*$5($

)5,(1'667$&.6

7<3
$ % & ' ( ) * +
2)),&(

67$))$5($

67$))
:25.5220

7((1$5($

23(1
&3
/(*(1'
*(1(5$/127(6
3529,'(5
,168/$7,21$71(:,17(5,25:$//6 $//+0)5$0(672%(3$,17('3 5()(572$)25$'',7,21$/),1,6+,1)250$7,21 ),5(6$),1*5(48,5('$7$//),5(5$7('$1'&(,/,1*,17(56(&7,216 6(($
(;,67,1*&08:$//72%(3$,17('36((),1,6+6&+('8/( +285),5(5$7('3$57,216(($)25),5(5$7('3$57,7,21'(7$,/6 &7&(5$0,&7,/(6((),1,6+/(*(1'
)% )$8;%$5.3$1(/6((),1,6+6&+('8/(
(;,67,1*&(0(173/$67(5:$//72%(3$,17('33$7&+$1'5(3$,5$61(&(66$5< $6680(6((),1,6+6&+('8/((;,67,1*&(0(173/$67(5:$//72%(3$,17('33$7&+$1'5(3$,5$61(&(66$5< $6680(6((),1,6+6&+('8/((;,67,1*&(0(173/$67(5:$//72%(3$,17('33$7&+$1'5(3$,5$61(&(66$5< $6680(6((),1,6+6&+('8/(
$
5(
$

5(
$
5(
$
5(
$
5(
$
5(
$
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

30
7UYW
%8,/',1*
6(&7,216
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ %8,/',1*6(&7,216
$
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
.(<127(/(*(1'
78%8/$56.</,*+7
6((63(&6(&7,21
'('8&7,9($/7(51$7(6863(1'('$&2867,&$/&(,/,1*&/28' 6((5&3
(;,67,1*&2/801725(&(,9(1(:)$8;:22':5$3
)%
6((),1,6+/(*(1'
&86720,17(5,2575(()($785(
'('8&7,9($/7(51$7(

:$//,1),//

(
&2/80172%(5(3$,17('3
;
0$5.(5%2$5' :$//02817('6+2577+52:352-(&725 6(/)&+(&.287 &+,/'5(1
6+(,*+7
&,5&8/$7,21'(6.
6(() ),5((;7,1*8,6+(5&$%,1(76(0,5(&(66('/2&.('&$%,1(7 32:(532/(7<32)

6(((/(&75,&$/':*6(
(
522)7230(&+$1,&$/81,765()(5(1&(6(3(5$7(3(50,76(7 6&$/(

%8,/',1*6(&7,21
6&$/(

%8,/',1*6(&7,21
6&$/(

%8,/',1*6(&7,21 6&$/(

%8,/',1*6(&7,21
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

30
7UYW
,17(5,25
(/(9$7,216
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ ,17(5,25(/(9$7,216
$
&,7<2)6$&5$0(172
.& -3
.(<127(/(*(1'

0$18$/52//(56+$'(6
6((5()/(&7('&(,/,1*3/$1$1',17(/(9$7,216)25
/2&$7,216

%8,/7,1&2817(5723
$//(;,67,1*/2%%<*/$=,1*725(&(,9(1(::,1'2:7,17),/0 ),/072%(
,167$//('21,17(5,256,'(2):,1'2:7<3$//:,1'2:%$<6$7/2%%<$'',7,9( $/7(51$7(
6(/)&+(&.287 6(/)&+(&.287
&+,/'5(1
6+(,*+7 9(57,&$/386+%$5$&&(66,%/($8720$7,&'22523(1(572%(02817('72 $/80,18008//,21
6((63(&6(&7,21
32:(532/(7<32)

6(((/(&75,&$/':*6 23$&
6(()851,785(':*6) )' (;,67,1*6758&785(
3527(&7,13/$&(
6&$/(

/,%5$5< ($67,17(5,25(/(9$7,21 6&$/(

/,%5$5< :(67,17(5,25(/(9$7,21 6&$/(

7((1$5($ 6287+,17(5,25(/(9$7,21 6&$/(

7((1$5($ :(67,17(5,25(/(9$7,21
6&$/(

7((1$5($ ($67 6&$/(

&+,/'5(1
6$5($ :(67(/(9$7,21
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

/,%5$5< 1257+,17(5,25(/(9$7,21
6&$/(

/,%5$5< 6287+,17(5,25(/(9$7,21
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

,17(5,250$7(5,$/6/(*(1'
33$,17),(/'6((),1,6+6&+('8/(33$,17$&&(176((),1,6+6&+('8/(33$,17$&&(176((),1,6+6&+('8/('('8&7,9($/7(51$7(7%7$&.%2$5' &2/257<3(6((),1,6+6&+('8/(0$*1(7:$//
$ 1(::,1'2:'(6,*1$7,21
; '225'(6,*1$7,21
0$*$=,1(6/$7:$//'('8&7,9($/7(51$7(7%7$&.%2$5'
&2/257<3(6((),1,6+6&+('8/(33$,17$&&(176((),1,6+6&+('8/( ;;; &$6(:25.'(6,*1$7,21
/(1*7+;'(37+;+(,*+7
;; &$6(:25.),1,6+'(6,*1$7,21 6((),1,6+6&+('8/(
)53),%(55(,1)25&('3/$67,&6((),1,6+6&+('8/(
23(1

[[

[[

3/
66

[[

[[

[[

3/
66
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

30
7UYW
,17(5,25
(/(9$7,216
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ ,17(5,25(/(9$7,216
$
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

.,7&+(1(77( ($67 6&$/(

.,7&+(1(77( 6287+
6&$/(

67$))%5($. 6&$/(

&+,/'5(16$5($ ($67(/(9$7,21 6&$/(

&+,/'5(16$5($ 6287+(/(9$7,21 6&$/(

&+,/'5(16$5($ :(67(/(9$7,21
.(<127(/(*(1'

0$*(17,&:$// .2'263(&7580/,*+7/$%127,1&/8'(',16&23(2):25. 5()5,*(5$725&)&,6((63(&6(&7,21 0,&52:$9(&)&,6((63(&6(&7,21
6,1.
(;326(''5$,1$*(3,3(672%(,168/$7('3(5$'$
6&$/(

67$)):25.5220 6287+ 6&$/(

67$)):25.5220 :(67
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

7<3

7<3

$

%277202)75866

9,)

7<3
7<3

'

$

7<3,&$/$7$//

%5$1&+(6

3529,'()$8;:22'3/$1.&29(5$7%5$1&+(1'
7<3$//

$

7<3
7<3

'

5

$

$

$

$

(4

(4 (4

(4

(4

(4
7<3$//6,'(6

$7%$6(

$
7<3

$

$
+$1*(5:,5(6((
$
7<3
0$; 0,1
/(*(1'
'('8&7,9($/7(51$7()% )$8;%$5.3$1(/6((),1,6+6&+('8/('('8&7,9($/7(51$7( $&&$&2867,&$/&(,/,1*&/28'#

812
7<3(
6((),16+6&+('8/('('8&7,9($/7(51$7(
$&&$&2867,&$/&(,/,1*&/28'#
812
7<3(
6((),16+6&+('8/('('8&7,9($/7(51$7(3/ 3/$67,&/$0,1$7(6((),1,6+6&+('8/( 6+$3(';720$7&+$1*/(2)%5$1&+6(()$8;:22'3/$1. )$67(172%/2&.,1*:,7+[&2817(5681.:22'6&5(:$72&
',03(5(/(96

&211(&7,21726758&5(
$
',$&/26('(<(6&5(:$72&'(*5((0,75(&251(5$7$//&211(&7,216*$+$1*(5:,5(0,10$;)520($&+(1'$1'$70,'63$12)%5$1&+ 6((3/$1%(/2:
5(
$
,167$//)$8;:22'3/$1.(1'&$3$77+((1'2)($&+%5$1&+ *$',$*%5$&,1*:,5(3(50,10$;)520($&+(1'$1'$70,'63$12)%5$1&+ 6((3/$1%(/2:
6(&7,21
0$;
0,1
',$*21$/%5$&,1*:,5($7'(*5((6
'(*5((0,75(&251(5
3/$1
$
(4 (4
9(57,&$/+$1*(5:,5(
&21737[6/((3(5:+,/7,.%7=:0,1(0%(')520($(1' #2&0,1 $6(&7,21$76($7
%3/$19,(:
$5&+,7(&785$/6($/$17$7%$6($//$5281'

/$<(53/<:22'$76($77+,&.3/<:22'3/+,*+6($7&86+,21 (
6758&785(
;7$3(5('6+,0
7<3
;7$3(5('6+,0:

G25G72(1$,/$7($(1'
7<37(.6&5(:6#2&21

6,'(62)
(
&2/801

7(.6&5(:6
7<3

(
67((/
&2/801
)/$7+($':22'6&5(:$72&
7<3
[%/2&.,1*

(
67((/&2/801[%/2&.,1*#2&0$;3/<:22'3/

3/72:5$3$//6,'(65($',1*6327/,*+7
6(((
(4 (4
)/$7+($':22'6&5(::(0%('$72&
7<3
/6:+(5(6.(:('25$(6($(1'
7<3&6675$37 %[&2171$,/(56720$7&+
(
&2/801:,'7+9,))/$7+($':22'6&5(::(0%('($6,'(#2& 7<39(57,&$/&2176+$3(';&251(53267678'7<3$7($&251(5 727$/
)/$7+($':22'6&5(::(0%('#2&
7<3
;',$*21$/%5$&(#2&:

G($(1'
$
[%/2&.,1*$723(1,1*$$7($(1'&6675$37 %
7<3G#2&
7<3
7<3

0$;
/6:+(5(6&5(:('$(6$727+(5/2&$7,216
($(1'
7<3

)/$7+($':22'6&5(:$72&
7<3;%/2&.,1*;+($'(5:

G)$&(1$,/($(1'7+528*+&251(532676
;%/2&.,1*720$7&+%5$1&++(,*+7
$3/$1
)$8;:22'3/$1.
)$67(172;:,7+

[&2817(5681.:22'6&5(:($6,'(75((7581.75((%5$1&+(<(6&5(:)25+$1*(5$1'%5$&,1*:,5(6 6((
+25,=217$/;%/2&.,1*
;+25,=%/2&.,1*:$$7($(1'&251(53267%(<21'
6(( 75((7581&.
6+$3(';720$<&+$1*/(2)%5$1&+6(($)$8;:22'%5$1&+67((/7,(3/$7( %6(&7,21
$
&21737[6/((3(5:+,/7,.%7=:0,1(0%(')520($(1' #2&0,1 $6(&7,21$76+(/9(6
$5&+,7(&785$/6($/$17$7%$6($//$5281'7+,&.3/<:22'3/6+(/)

(
6758&785(
;7$3(5('6+,0
6(()25$'',7,21$/,1)250$7,21
[6'6
(
&2/801
)/$7+($':22'6&5(:$72&
7<3
[%/2&.,1*
6(()25$'',7,21$/,1)250$7,21

3/72:5$3$//6,'(6

[%/2&.,1*
6((3/$1%$
;/('*(5
68332576(48$//<63$&('

)/$7+($':22'6&5(:6#2&:(0%('72%/2&.,1* 7<3
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

30
7UYW
,17(5,2575((
)($785(

'('8&7,9(
$/7(51$7(

0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ ,17(5,2575(()($785(
'('8&7,9($/7(51$7(

$
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

,17(5,25(/(9$7,21 75((
6&$/(

,17(5,25(/(9$7,21 75((
6&$/(

,17(5,25(/(9$7,21 75((
6&$/(

(1/$5*('3/$1 ,17(5,2575(()($785(
.(<127(/(*(1'
$'',7,9($/7(51$7(78%8/$56.</,*+77<32)6(($ '('8&7,9($/7(51$7(6863(1'('$&2867,&$/&(,/,1*&/28' 6((5&3' (;,67,1*6758&785(
3527(&7,13/$&(

6&$/(

,17(5,2575((%5$1&+
6&$/(

,1775((7581.$76($7
6&$/(

,17(5,2575((%5$1&+727581.&211
6&$/(

,17(5,2575((7581.$76+(/9(6
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Jul 01, 2025

STRUCTURAL
By:

$))8125(
),1,6+6&+('8/( 63(&6(&7,21
*:% *<3680%2$5'

$))812
$//1(:$1'(;,67,1**<3%'72%(3$,17('3
5(
),1,6+6&+('8/((;3 (;326('726758&785(3529,'('$5.%/8(1$9<6&5,06+((7 $77$&+('72522))5$0,1*$7
81'(56,'(2),168/$7,21
7<3(;,67,1*$&7&(,/,1*&(,/,1**5,'725(0$,1$1'5(3$,17(' $//$&772%(5(3/$&(':,7+1(:7,/(6
3(563(&6(&7,21

&(,/,1*$&&(663$1(/6(( $0(&+$1,&$/(48,30(17 6((0(&+':*60(&+',))86(56$7
$))812
'('8&7,9($/7(51$7(
$&&$&2867,&$/&(,/,1*&/28'#

812
7<3(
6((),16+6&+('8/(&3 (;,67,1*&(0(173/$67(562)),772%(3$7&+('$1'3$,17('35( ),1,6+6&+('8/('('8&7,9($/7(51$7(
$&&$&2867,&$/&(,/,1*&/28'#
812
7<3(
6((),16+6&+('8/(
$'',7,9($/7(51$7(
78%8/$56.</,*+7
727$/
6(( $ 63(&6(&7,21),5(635,1./(5+($'6((),5(3527(&7,21'5$:,1*6/,*+7,1*),;785( 6(((/(&75,&$/':*6/,*+7),;785(6$7
$))81252//(56+$'(66(( $
*(1(5$/&(,/,1*3/$1127(6
5()(572$1'&225':,7+5220),1,6+6&+('8/(6)2563(&,),&&(,/,1*7<3(6 $//6&+('8/('&(,/,1*+(,*+76$5()5207+(0$,1)/225/(9(/:,7+,17+(5220$1'25 63$&($1'$5(127)520$1(/(9$7(')/225/(9(/$1'$5(127)520$5(&(66(')/225/(9(/ 12),5(635,1./(5+($'6$5(6+2:121$5&+&(,/,1*3/$16$//635,1./(5+($'66+$// %(&(17(5(':,7+,1&(,/,1*7,/(6812
21/<&(,/,1*02817('),;785(6$1'(48,3,66+2:121$5&+&(,/,1*3/$165()(572 ,17(5,25(/(9$7,216)25:$//02817('),;785(65()(5720(37'2&80(176)25$'',7,21$/,1)250$7,21&21&(51,1*&(,/,1*02817('),;785(6$1'25:$//02817('),;785(6 &(,/,1*02817('/,*+7),;785(6$5(6+2:1)25/2&$7,21385326(621/<&225':,7+ (/(&'2&80(176)25/,*+7),;785('(6,*1$7,216
&(,/,1*02817('/,*+7),;785(6:,7+,1),5(5$7('&(,/,1*$66(0%/,(66+$//+$9(/,*+7 ),;785(3527(&7,21$1'%(7(17('2527+(5:,6(),5(5$7('720$7&+&(,/,1*$66(0%/<),5(5$7,1* 9(5,)</2&$7,2162)$//&(,/,1*$&&(663$1(/6:,7+0(37'2&80(176&225'/2&$7,216 2)&(,/,1*$&&(663$1(/6:,7+$5&+35,2572,167$//$7,21&(,/,1*$&&(663$1(/),5(5$7,1*66+$//0$7&+&(,/,1*$66(0%/<),5(5$7,1*6
$ $% %
& &' '
( (
) )
* *
+ +

67$))$5($

7((1$5($

67$))
:25.5220

$0+6

67$))2)),&(

&+,/'5(16

$5($
&+,/'5(1
655

)/(;50
2)),&(

2)),&(

2)),&(

67$))%5($.

$*55

$*55

)5,(1'65220

$'8/7$5($

02%,/(
6(59,&(6

683(59,625
6 2)),&(

6725$*(5220

6725$*(

0(1655

:20(1655

&2036725$*(

0$.(563$&(
.,7&+(1(77(

.,7&+(1(77(

&20081,7<
52206725$*(

&20081,7<
5220

67$))
&,5&8/$7,21
&2817(5

/2%%<)2<(5

0((7,1*5220

$'8/76($7,1*
$5($

678'<

$*55

7<3

5($',1*$5($

7<3

7<3

7<3

7<32)
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

30
7UYW
5()/(&7('
&(,/,1*3/$1
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$
5()/(&7('&(,/,1*3/$1
$

&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
.(<127(/(*(1'
/,*+7,1*),;785(
5()(572(/(&75,&$/':*6 (;7(5,253(5)25$7('0(7$/$:1,1* 6((63(&6(&7,21$1'6 $'',7,9($/7(51$7(78%8/$56.</,*+77<32)6(($ 0$18$/52//(56+$'(6
6((5()/(&7('&(,/,1*3/$1$1',17(/(9$7,216)25
/2&$7,216

&86720,17(5,2575(()($785(
'('8&7,9($/7(51$7(
),5(635,1./(5+($'
6((),5(3527(&7,21':*6 0(&+$1,&$/(48,30(17
6((0(&+':*6
6&$/(

5()/(&7('&(,/,1*3/$1
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law. ),1,6+)/225

:,'7+
6&+('
'225

6&+(''225+(,*+7
6&+(''225:,'7+

5(029$%/(08//,21:,7+/2&.&25(
6&+(''225+(,*+7
)
)/86+
$66&+('
$66&+('
),1,6+)/225
)*
)8//*/$66
$66&+('
$66&+('
%2*/$66
$))

6 /
/289(5
$66&+('
$66&+('

,17(*5$7('35(),1/289(5%<'2250$18) 02817,1*+(,*+7=21( )25$//6:,1*'22523(5$7,1*+$5':$5('(9,&(6

%

&

$

3/$1
23(1,1*3(5
6

:,1'2:6&+('8/(
0$5.
6,=(
:,'7+ +(,*+7
+($'
+(,*+7 0$75/ ),1,6+
'(7$,/6
6,// +($' -$0%
*/$=,1*
7+,&.1(66 7<3( 5$7,1* :,1'2:75($70(17 5(0$5.6

$/80 3) *,
/(*(1'
*, *5$<7,17,168/$7,1**/$66
7(03(5('7(03(5('*, *5$<7,17,168/$7,1**/$667(03(5('/$0,1$7('6$)(7<*/$=,1*&7 &/($57(03(5('*/$66)5* ),5(5(6,67$17*/$=,1*6 6$)(7<*/$=,,1*:+(5(2&&856:+(1:,1'2:,6:,7+,1,15$',862)$'-$&(17'225('*(,1&/26('326,7,21 $%29(:$/.,1*685)$&($1':+(1:,7+,12)),1,6+)/2257<3 % 15&

6(((/(9 $ $
$
$ $
$
$

6(((/(9 $/80 3) *, 15
3(5)/2253/$1
6(((/(9 $/80 3) $ $ *, 15 0$18$/52//(56+$'(6 $
6725$*(+$//:$<
$
$ $$ $$ $$ $$ $$ $$ $$ $$ $$ $$ $ $ $ $
$
$$$$$$$$$$$$$$ 6725$*(5220+$//:$<
$
$ $ $
$ $ $
$
$ $
'225$1':,1'2:*(1(5$/127(6
'225$1':,1'2:6$5(,'(17,),('$6'(),1(',16<0%2//(*(1'216+((7$ $//'2256$5(7+,&.812$//+2//2:0(7$/)5$0(0(0%(56$5(8125()(572 '(7$,/6
02817,1*+(,*+7)25'225+$5':$5(72%(0,1
0$; 7+($50/(9(5+$5':$5(6+$//%(&859('725(785172:,7+,12)7+()$&(2)7+( '225
$//(;,67,1*$1'1(:+0(;7(5,25'2256$1')5$0(66+$//%(3$,17('720$7&+ $'-$&(17685)$&(6
$//(;,67,1*$1'1(:,17(5,25+0'225)5$0(672%(3$,17('720$7&+$'-$&(17 685)$&(
7+(0$;,080())2577223(5$7('22566+$//%($6)2//2:6
$ ,17(5,25'2256 /%6% (;7(5,25'2256 /%6& ),5('2256 7+($87+25,7<+$9,1*-85,6',&7,210$<,1&5($6(7+(0$;,080 ())2577223(5$7(),5('225672$&+(,9(326,7,9(/$7&+,1*%8712772(;&(('/%60$;,080 ' +$5':$5(6+$//%(23(5$%/(:,7+21(+$1':,7+2877+(1((')25*5$63,1*$ 3,7&+,1*027,217:,67,1*257851,1*2)7+(:5,677223(5$7( )/22502817(''2256723$1'6,0,/$52%6758&7,21672%(,167$//('0$;)520)$&( 2):$//253$57,7,21

3529,'(5220,'(17,),&$7,216,*1$*($7$//'2256
812
5()(572'2256&+('8/(
&2175$&7256+$//68%0,7$'2256,*1$*(6&+('8/(72$5&+,7(&7)25$33529$/35,2572)$%5,&$7,21 5()(572'2256&+('8/()25'225:,'7+6+(,*+76$1'0$7(5,$/6 5()(572)/2253/$16)25'225/2&$7,216$1'',5(&7,212)6:,1*6 ,1$'',7,21727+(/2&$7,216,1',&$7('3529,'(7(03(5('25/$0,1$7('*/$66,17+( )2//2:,1*/2&$7,216
)2//2:'(6,*1$7,216$7:,1'2:7<3(6

$ :,7+,1$5$',862)'225-$0%6% ,1),;('3$1(/6:+,&++$9($*/$=('$5($,1(;&(662) 648$5()((7$1'7+(
/2:(67('*(,6/(667+$1$%29(),1,6+(')/225/(9(/ & $1</,*+7:,7+,1$'225
81'(5&87,17(5,25'225$65(48,5('%<0(&+$1,&$/'5$:,1*6 127(
12'225
81'(5&876$5(3(50,77('$75$7('&255,'25

:,1'2:+(,*+76,1',&$7('$5(5(/$7,9(72),1,6+)/225(/(9$7,21,1:+,&+:,1'2: 2&&856
&2175$&7256+$//),(/'9(5,)<$//'2256,=(635,2572&216758&7,21 $//5$7(''2256$5(72%(326,7,9(/$7&+,1*$1'6(/)&/26,1*3(5&%& /$%(/6+$//0($1),5($66(0%/<$6'(),1(',1&%& ),5('2256$1'),5(:,1'2:66+$//+$9($1$33529('/$%(/25/,67,1*0$5. ,1',&$7,1*7+(),5(3527(&7,215$7,1*:+,&+,63(50$1(17/<$)),=('$77+()$&725<:+(5()$%5,&$7,21$1'$66(0%/<$5('21( &%& $//0,187(),5(5$7('$66(0%/,(66+$//%(3529,'(':,7+$33529('*$6.(7,1* 0$7(5,$/62,167$//('723529,'($6($/:+(5(7+('2250((767+(672321%27+6,'(6$1'$&52667+(7237+('225$1')5$0(6+$//%($5$1$33529('/$%(/2527+(5,'(17,),&$7,216+2:,1*7+(5$7,1*7+(5(2))2//2:('%<7+(/(77(56&%& ),5(5$7(''225)5$0(66+$//%(,167$//('675,&7/<3(50$18)$&785(5635,17(' ,16758&7,2160$18)$&785(5
635,17(',16758&7,2166+$//%(0$'($9$,/$%/(727+(,163(&7,1*$87+25,7,(6 $///$%(/(''22566+$//+$9($335235,$7(&/26(5$1'+$5':$5($66(0%/,(6$6 5(48,5('%<'225/$%(/,1*$*(1&<

&/26(566+$//+$9($&/26,1*7,0(2)6(&21'6)520$)8//<23(1 '(*5((326,7,21
72$326,7,21'(*5(66)5207+(/$7&+
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

30
7UYW
'225 :,1'2:
6&+('8/(6
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ '225 :,1'2:6&+('8/(6
$
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
'2256&+('8/(
0$5. 50 52201$0(
'2253$1(/23(1,1* '225)5$0( '(7$,/6
+:
),5(
5$7,1*
/$%(/ 5(0$5.6
3$,5
6,1*
6,=(:[+
:+ (/(9 0$7/ (/(9 0$7/ +($' -$0% 7+5(6+2/'
% +$//:$< 6,1*

) :' +0 &$5'5($'(5
$ 67$))$5($ 3$,5

) +0 +0 &$5'5($'(5
$ $*55 6,1*

) :' +0

$
$*55 6,1*

) :' +0
$ )5,(1'667$&.6 6,1*

)* $/80 $/80 $ 0((7,1*5220 6,1*

) :' +0
$ +$//:$< 6,1*

) :' +0
0,1 &$5'5($'(5
$ 678'< 6,1*

)* $/80 $/80
$
67$)):25.5220 6,1*

) :' +0 &$5'5($'(5

%
67$)):25.5220 6,1*

) :' +0 0,1
$ 67$))2)),&( 6,1*

) :' +0 $ $*55 6,1*

) :' +0 0,1
$ &+,/'5(1
655 6,1*

) :' +0 $ +$//:$< 6,1*

) :' +0
% $'8/7$5($ 6,1*

) :' +0 &$5'5($'(5
$ &20081,7<52206725$*( 6,1*

) :' +0
& +$//:$< 6,1*

) :' +0 &$5'5($'(5
($ 3$,5

) +0 +0 1$ 1$ 1$ $'-867
(
'225&/26(572(1685(23(1,1*)25&(,6/%60$;
(% 3$,5

) +0 +0 1$ 1$ 1$ $'-867
(
'225&/26(572(1685(23(1,1*)25&(,6/%60$;
(% 67$))$5($ 6,1*

) :' +0 1$ 1$ 1$
(
'225725(&(,9(1(:+$5':$5(
($ )/(;50 6,1*

) :' +0 1$ 1$ 1$
(

($ 2)),&( 6,1*

) :' +0 1$ 1$ 1$
(
($ 2)),&( 6,1*

) :' +0 1$ 1$ 1$
(
($ 2)),&( 6,1*

) :' +0 1$ 1$ 1$
(

($ +$//:$< 6,1*

) :' +0 1$ 1$ 1$ &$5'5($'(5
(
'225725(&(,9(1(:+$5':$5(
($ /2%%<)2<(5 3$,5

)* $/80 $/80 1$ 1$ 1$ $8720$7,&23(1
&$5'5($'(5

(
'225725(&(,9(1(:+$5':$5(($ &20081,7<5220 6,1*
)* $/80 $/80 1$ 1$ 1$ &$5'5($'(5
(
'225725(&(,9(1(:+$5':$5(
(
$
02%,/(6(59,&(6 6,1*

) :' +0 1$ 1$ 1$ &$5'5($'(5
(
'225725(&(,9(1(:+$5':$5(
(
%
02%,/(6(59,&(6 6,1*

) :' +0 1$ 1$ 1$ &$5'5($'(5
($ 683(59,625
62)),&( 6,1*

) :' +0 1$ 1$ 1$
(

($ 6725$*(5220 6,1*

) :' +0 1$ 1$ 1$ &$5'5($'(5
(
'225725(&(,9(1(:+$5':$5((% 3$,5

) +0 +0 1$ 1$ 1$ &$5'5($'(5
($ :20(1655 6,1*

) :' +0 1$ 1$ 1$
(
'225725(&(,9(1(:+$5':$5(
($ 0(1655 6,1*

) :' +0 1$ 1$ 1$
(
'225725(&(,9(1(:+$5':$5(
($ 0$.(563$&( .,7&+(1(77( 6,1*

)* $/80 $/80 1$ 1$ 1$ &$5'5($'(5
(
'225725(&(,9(1(:+$5':$5(
$'-867
(
'225&/26(572(1685(23(1,1*)25&(,6/%60$;
(% 0$.(563$&( .,7&+(1(77( 6,1*

)* $/80 $/80 1$ 1$ 1$
(
'225725(&(,9(1(:+$5':$5(
$'-867
(
'225&/26(572(1685(23(1,1*)25&(,6/%60$;($ 6725$*( 6,1*
) :' +0 1$ 1$ 1$
(

($ &2036725$*( 6,1*

) :' +0 1$ 1$ 1$ &$5'5($'(5
($ 6,1*

) :' :' 1$ 1$ 1$
(

6&$/(

'225)5$0((/(9$7,217<3(6
6&$/(

'2253$1(/(/(9$7,217<3(6
6&$/(

:,1'2:(/(9$7,216

'(6&5,37,21 '$7(
11 3/$1&+(&.&<&/(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

)
)
)
)
)
)
)
)
)
)
+$//:$<

)
)
)
)
)5,(1'667$&.6
5($',1*$5($
)
)
)
)
)
),1,6+6&+('8/(5(0$5.6
$//6&+('8/('',5(&7,216
1257+($676287+:(67
$5(3(53/$1',5(&7,216127758(
&203$66',5(&7,216
$//6&+('8/('&(,/,1*+(,*+76$5()5207+(35,0$5<)/225/(9(/:,7+,17+(5220$1' 2563$&($1'$5(127)520$1(/(9$7(')/225/(9(/$1'$5(127)520$5(&(66(')/225/(9(/ 5()(5725()/(&7('&(,/,1*3/$16)25&(,/,1*+(,*+76 $//),1,6+0$7(5,$/66+$//0((77+()/$0(635($'5$7,1*63(57+(%8,/',1*&2'( 5()(572,17(5,25(/(9$7,216)2563(&,),&0$7(5,$//2&$7,216 3$,17$//121)$&725<),1,6+('(;326('0(7$/ 3$,17$//+0'2256812 3$,17$//+0'225)5$0(6812 5()(5727<3,&$/)/225,1*75$16,7,21'(7$,/6)25)/225,1*0$7(5,$/75$16,7,216 6(( )25,17(5,25)/225,1*0$7(5,$/75$16,7,216 $//)/225,1*75$16,7,216$7'22566+$//%(/2&$7('81'(57+('225,17+(&/26(' 326,7,21812
3527(&7$//),1,6+(')/225,1*685)$&(6)520'$0$*('85,1*$//&216758&7,21 3+$6(6
3529,'($1',167$//%8//126(75,0$7$//75$16,7,216)520&(5$0,&:$//7,/(7227+(5 0$7(5,$/6812
$//(/(&75,&$/'(9,&(&29(56$5(72%(:+,7(812 02%,/()851,785(%<27+(56127,17+,66&23(2):25.6+2:1)255()(5(1&(21/< +,*+67$,1/(6667((/&251(5*8$5'72%(,167$//('$7($&+&251(5 6(($ )256,*1$*(6&+('8/($1',1)250$7,21 )851,785(,66+2:1217+,66+((7)255()(5(1&(21/<6(()851,785(':*6)) /226()851,785(,61273$572)7+,66&23(2):25.
$ 5()(572,17(5,25(/(9$7,216% 5()(5725()/(&7('&(,/,1*3/$1& 3$,17$//(;326('&(,/,1*5(/$7(',7(06,1&/8',1*%87127/,0,7('726758&70(0%(56 6758&7'(&.'8&7:25.',))86(563,3,1*&21'8,7(48,3+286,1*6/,*+7),;785(+286,1*6&$%/(68332576&$%/(75$<6(48,368332576+$1*(56 *(1(5$/),1,6+127(6
$
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

30
7UYW
),1,6+
)851,785(3/$1
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ ),1,6+ )851,785(3/$1
$
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

)/225),1,6+ )851,785(3/$1
),1,6+6&+('8/(
50 52201$0( )/225 %$6(
:$//),1,6+
&(,/,1*
),1,6+
&(,/,1*
+(,*+7
&%&&DOF)LUH
$UHD
1257+
:$// ($67:$//
6287+
:$// :(67:$//
+$//:$< (;7 5% 3 3 3 3 (;3 1$ %
67$))$5($ (;7 5% 3 3 3 3 (;3 1$ &
+$//:$< /97 5% 3 3 3 3 (;3 1$ %
$0+6 (;7 5% 3 3 3 3 (;3 1$ &
+$//:$< /97 5% 3 3 3 3 (;3 1$ %
)/(;50 &37 5% 3 3 3 3 $&7

& 2)),&( &37 5% 3 3 3 3 $&7

&
2)),&( &37 5% 3 3 3 3 $&7

&
67$))%5($. (;7 5% 3 3 3 3 $&7

& $*55 69 69 &73 &73 &73 &73 *<3

&
$*55 69 69 &73 &73 &73 &73 *<3

&
)5,(1'65220 &37 5% 3 3 3 3 $&7

&
5($',1*$5($ &37 5% 3 3 3 (;3 1$ &
$'8/7$5($ /97 5% 3 3 3 (;3 1$ & 0((7,1*5220 &37 5% 3 3 3 (;3 1$ & /2%%<)2<(5 /97 5% 3 3 3 (;3 1$ &
$'8/76($7,1*$5($ &37 5% 3 3 3 $&7
& 678'< &37 5% 3 3 3 $&7
&
7((1$5($ &37 5% 3 3 3 3 (;3 1$ &
67$))&,5&8/$7,21&2817(5 &37 5% 3 3 3 3 (;3 1$ & 67$)):25.5220 (;7 5% 3 3 3 3 (;3 1$ &
67$))2)),&( &37 5% 3 3 3 3 (;3 1$ & $*55 69 69 &73 &73 &73 &73 *<3

& &+,/'5(1&38 &37 5% 3 3 (;3 1$ & &+,/'5(16 $5($ &37 69 3 3 3 (;3 1$ & &+,/'5(1
655 69 69 &73 &73 &73 &73 *<3

&
)5,(1'667$&.6 &37 5% 3 3 3 (;3 1$ & &20081,7<5220 /97 5% 3 3 3 3 (;3 1$ & &20081,7<52206725$*( (;7 5% 3 3 3 3 (;3 1$ & .,7&+(1(77( /97 5% 3 3 3 3 (;3 1$ & 02%,/(6(59,&(6 (;7 5% 3 3 3 3 (;3 1$ & 683(59,625 62)),&( &37 5% 3 3 3 3 $&7

&
6725$*(5220 (;7 5% 3 3 3 3 (;3 1$ & :20(1655 69 69 &73 &73 &73 &73 *<3

& 0(1655 69 69 &73 &73 &73 &73 *<3

& 7((167$&.6 &37 5% 3 3 3 3 (;3 1$ & 0$.(563$&( .,7&+(1(77( (;7 5% 3 3 3 3 $&7 & 6725$*( (;7 5% 3 3 3 3 (;3 1$ & &2036725$*( (;7 5% 3 3 3 3 $&7 & &+,/'5(1
667$&.6 &37 5% 3 3 3 3 (;3 1$ &
),1,6+/(*(1'
,7(0 '(6&5,37,21 0$18)$&785(5 6(5,(6 &2/25 6,=( 5(0$5.6 $&& $&2867,&$/&(,/,1*&/28'7<3( &6,&5($7,9( 352),/(&/28'6 3$5$.((7$&& $&2867,&$/&(,/,1*&/28'7<3( &6,&5($7,9( 352),/(&/28'6 6+$052&. $&7 $&2867,&$/&(,/,1*7,/( $5067521* ),1(),6685(6 :+,7( ;

&* &251(5*8$5' 8/,1( 67$,1/(6667((/ +,*+ #($2876,'(&251(5 &3 &(0(173/$67(5
(;,67,1*
3$,173
&37 &$53(77,/(7<3( 7$5.(77 3$,17(''(6(57 :$50$'2%( &7 &(5$0,&7,/( '$/7,/( &2/250$7&+ 67$5/,*+7 ;
(;7 (;,67,1*&21&5(7( 725(&(,9(75($70(17
)% )$8;%$5. %$5521'(6,*16 +$1'+(:1)$8;:22'3/$1. &,11$021 )53 ),%(55(,1)25&('3/$67,& 0$5/,7( 6<00(75,;5(&7$1*/( :+,7(::+,7(*5287 ; :,1'6:(37 *:% *<3680:$//%2$5' 3$,173 6((63(&6(&7,21

/97 /8;85<9,1</7,/( 7$1'86&(17,9$ :22'/27 +2//<2$. 3 3$,17),(/'7<3( 6+(50$1:,//,$06 &586+(',&(3 3$,17$&&(17 6+(50$1:,//,$06 &/$66,&$/*2/' 3 3$,17$&&(17 6+(50$1:,//,$06 5,98/(7
3 3$,17$&&(17 6+(50$1:,//,$06 *2/'(158/(3 3$,17$&&(17 6+(50$1:,//,$06 $*$7(*5((13 3$,17$&&(17 (;7(5,25
6+(50$1:,//,$06 7(03(67$5
3 3$,17(;7(5,25 6+(50$1:,//,$06 02'(51(:+,7(
3/ 3/$67,&/$0,1$7(7<3( :,/621$57 :+,7(6$1'
3/ 3/$67,&/$0,1$7(7<3( :,/621$57 $/021'/($7+(53/ 3/$67,&/$0,1$7(7<3( :,/621$57 :$/187+(,*+76 5% 58%%(5%$6(7<3( 7$5.(77 3(33(5&251
6/ 6/$7:$//3$1(/ 0$5/,7( /30 6:,66$/021'
66 62/,'685)$&( :,/621$57 2$70($/69 6+((79,1</ 7$5.(77 ,&21.&$7(5$ 0,''/(*5$< &29(%$6(83:$// 69 6+((79,1</ 7$5.(77 )5(6+67$57 /,*+7*5(<
7% 7$&.%2$5' *8,/)25'2)0$,1( )5 7($/
7% 7$&.%2$5' *8,/)25'2)0$,1( )5 48$57=
:0 :$/.2))0$7 7$5.(77 $66(57,9($&7,21 *2/'25(
) 23$& 52660&'21$/' 6(()) &,5&8/$7,21 '(0&2 6(()) 3,&1,&7$%/( 8/75$3/$<6<67(06 $'$+($9<'87<3,&1,&7$%/() %(1&+ 70& :+,67/(5%(1&+) 7$%/( 70& :+,67/(57$%/() 27720$1 70& :+,67/(527720$1) &+$,5 70& 3/29(56722/ : &/($5) 7$%/( 70& 3/29(57$%/( ',$) 7$%/( 67((/&$6( /((/$7$%/() &+$,5 70& 38''/(6722/'81( *5((1) &+$,5 67((/&$6( 6(5,(6) '(6. $//67((/ $3352$+) &+$,5 63(&)851,785( 612:%$// ) &+$,5 70& :+,67/(5) 7$%/( .,0%$//,17(51$7,21$/ 81,9(56$/7$%/( 5281') 7$%/( .,0%$//,17(51$7,21$/ 675$66$ )
&+$,5 67((/&$6( /((/$) &+$,5 +(50$10,//(5 &$3(567$&.,1*52//,1* :+,7() 7$%/( .58(*(5,17(51$7,21$/ 3,52877(5(&7$1*8/$5 0$5. 7<3( 01)5 02'(/ 6,=(/[+[' &2/25
)851,785(6&+('8/(
%<27+(56
127,17+,66&23(2):25.

'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law. ),5(/$1( 12 3$5.,1*
),5(/$1( 12 3$5.,1*
&217,182865('3$,17('&85%
6((6,7(3/$1)25(;7(17
:+,*+:+,7(67(1&,/3$,17('/(77(5,1*),5(/$1( 123$5.,1*6+$//2&&85$7)$&(2)$1'7232)&85%$70$; ,17(59$/6$1'$7&(17(52)&85%/(1*7+:+(5(&85%6(*0(1772%(3$,17(',6/(667+(1 127(
$33529('6,*1$*(72%(3/$&('(9(5<
$/21*52$':$<6(('(7$,/6((6,7(3/$1)25$'-$&(17*5$'(3$9,1*$1'/2&$7,212)&85%'(7$,/6 6(0,5,*,'6($/$17)8//'(37+29(50$;6,/,&$6$1':,7+),1(6$1'7233,1*6$:&87726/$%'(37+:,'(72+2856$)7(53285 &21752/-2,17&- 9(+,&8/$5$5($6&21752/-2,17&-9(+,&8/$5$5($6
6$:&87-2,177-3('(675,$1$5($6(;3$16,21-2,17(-3('(675,$1$5($6 722/('5$',86($&+6,'(),//-2,17:,7+0,16(0,5,*,'6($/$1729(5%$&.(552',):,'7+(;&(('[)250('.(<;/21*60227+'2:(//#2&'(%21'$721(6,'(6$:&87726/$%'(37+:,'(72+2856$)7(53285722/('5$',86($&+6,'(:,7+6(0,5,*,'6($/$17$1'6$1'7233,1*$77232)-2,17%,780,1286)(/7

0,1
#/$:1$5($6#3/$17(5$5($67<3,&$/812),1*5$'( 5$'7<3

5(78516/$%('*(0,1,080:+(5(),1,6+*5$'((;&(('6%(/2:7232)&21&3$9,1* 6/$%('*( 0$;,0809(57,&$/$//2:$1&(60$;,0809(57,&$/$//2:$1&(6
6(&7,21$$
&52666/23(
6(&7,21%%
5811,1*6/23(
3$7+2)75$9(/
&52666/23(
0 $;

0 $;

0$;%(9(/('$7
*5$',(17
0$;9(57,&$/
$$

$$

%%

%%

9(5,)<
0,1

0,1
&52:1*5287&$360227+752:(/),1,6+',$6&+('8/(*$/967/3,3(*528762/,'3$,17&2/25 6$)(7<<(//2:3529,'(&$8/.,1*$77+(%$6(3(563(&6&21&5(7(6,'(:$/.253$9,1*:+(5(2&&856',$&21&5(7()227,1*6/23(7232))227,1*72'5$,17<3 127(
$7(;,67,1*%2//$5'6725(0$,13$,1721(&2$735,0(57:2&2$766$)(7<<(//2:3$,17

(;,67,1*&21&5(7($63+$/772%((;&$9$7(')251(:)227,1*
(;,67,1*$63+$/7
5$'7<3('*(2)
(
&21&5(7(:$/.

'5,//$1'(32;<',$'2:(/#2&
,172+$5'6&$3(251$785$/*5$'(
1(:[&21&5(7(&85%
SVL

6((6,7(3/$1)25/2&$7,21

127(
6(()25),5(/$1(&85%'(7$,/:+(5(5(48,5('
),1,6+*5$'(253$9,1*3(56,7(3/$1
*$/93,3(32676/23('&21&$//$5281'&21&5(7()227,1*

23(1

/('23(1&/26('6,*1&$67,172&21&5(7(
$/80,1806,*1
6$&72%(6:25*$1,&*5((1$1'/,%72%(6:

%/$&.0$*,&+,*+$5,$/7(;7'(35(66(',172&21&5(7( '((3&21&'(35(66,21
7<3
'((3&21&,035(66,21
7<3

)5217(/(9$7,21

%$&.(/(9$7,210,5525('

6(&7,21
&21&5(7(02180(176,*1
6,'((/(9$7,216

1RUWK6DFUDPHQWR+DJJLQZRRG
$/80,1806,*1:,7++,*+$5,$/7(;7
%$&.*5281'
:+,7(7(;7&2/25
7($/
$
$

(4 (4

$/80,180/2*2)$67(1(':

7$03(53522)',$&21&5(7($1&+25$7($&251(5
727$/

$/80,180/2*2)$67(1(':

(48$//<63$&(67$03(53522)',$&21&5(7($1&+25:(0%('

',$&+$0)(5&251(5
/$37<3
9(57,&$/5(,1)7<3
%(1'+25,5(,1))25($&+)$&($77232)6,*1
7<3
&/5

+25,=#2&9(57#2&

%$567 %

%$567 %
127(
0,1,180&21&5(7(675(1*7+I
F 36,
5

5
&/5
0,1&/5
67((/78%(%,.(5$&.%$6(3/$7(3(501)5

[6,0362167521*%2/7$7($&+%$6((;,67,1*&21&5(7( 3/$16(&7,21
6&+('8/(*$/9$1,=('%,.(5$&.
6((63(&6(&7,21

9,)
(/(9$7,21
%,.(5$&.6+2:1
%,.(5$&.6,0
0,1&/5 0,1&/5

0$;
3(53/$1

0$;
3(53/$1
*$/967((/3,3(3(501)56($/('%($5,1*+,1*(6)227,1*
6((%

127(
.12;%2;:,7+*$7(.(<72%(3529,'('#
21*$7()25),5(
$&&(66&225',1$7($1'2%7$,1.12;%2;7+528*+7+(),5('(3$570(17$1'.(<)520',675,&7.12;%2;6+$//%(3(50$1(17/<685)$&(02817('72*$7($1'9,6,%/()520(175<6((6,7(3/$1)25.12;%2;/2&$7,216 $//*$7(672+$9($5(&(,9(53267
6((% %$6,62)'(6,*16(17,1(/0$18$/6:,1*%$55,(5*$7(%<%$55,(5*$7( %5$1'6
0,1,180&21&5(7(675(1*7+I
F 36, 6((63(&6(&7,21

',$

%5(&(,9(53267
63,5$/3(5$
9(575(%$57<32)

63,5$/5(%$5
0$;
723&$3/2233(501)5*$/967((/3,3(3(501)5

(
3$5.,1*685)$&(
&21&5(7()227,1*
(<(/2&.
3529,'(&+$,1$1'3$'/2&.)256(&85,7<
&/5 $
&/5
$63,5$/
7<3
&/5

9(57%$56635,$/:3,7&+8123529,'('(*5((6,(60,&+.7<37 %2)3,(5

.12;%2;:26((6,7(3/$1
127(
6,1*/(6:,1**$7(,167$//$7,216,0
*$7(5(&(,9(572%(,167$//(')256,1*/(6:,1**$7(
6((6,7(3/$1)25/2&$7,21$1'6,=(
5$',86&251(5
7<3
7+.$/6,*1:5()/(&725,=(':+,7(),(/'
,1&/8',1*)$67(1(56
$1'+,*+%/$&./(77(566<0%2/3$,17('5('',$
',$[9$1'$/3522)6&5(:66/23(72372'5$,1 ),1*5$'(
'2127
(17(5

0,1

0,1

,1/$1'6&$3,1*

,1327
6,*13267$1')227,1*
6(($
67((/78%(%(1&+6833257%(1&+%$6(3/$7([6,0362167521*%2/7
3(5%$6((;,67,1*&21&5(7(
3/$16(&7,21
%$6(2)%(1&+72%($1&+25('72
(
&21&5(7(6/$%
7<32)

9,)
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
6,7(3/$1
'(7$,/6
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ 6,7(3/$1'(7$,/6
$
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

),5(/$1(&85%
6&$/(

&21&5(7(-2,176 6&$/(

:$/.6$1'6,'(:$/.6

6&$/(

%2//$5'
6&$/(

(;758'('9(57,&$/&85%
6&$/(

6,*13267)227,1*'(7$,/
6&$/(

02180(176,*1
6&$/(
176 %,.(5$&.
6&$/(

67((/3,3(6:,1**$7(
6&$/(

'2127(17(56,*1
6&$/(
176 %(1&+$1&+25$*(
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Jul 01, 2025

STRUCTURAL
By:

+55$7('3(5&%&7$%/(

,7(012
)25+($'&21',7,216((1215$7('
$ 0(7$/678'#2&

/$<(57<3(
;
*<3%'21($6,'( +5
#1215$7(':$//6
*<372(;7(1'$%29(&(,/,1*
$
),5(6$),1*,168/$7,21,167$//('%<&2035(66,21),7$7&(,/,1* )/225/(9(/7<3$7),5(5$7(':$//6 6((6758&6)25+($'&211(&7,21
6&+('8/('%$6(7<3($6,'(6&+('8/(')/5),1,6+7<3($6,'( &21&5(7(6/$%),5(&$8/.,1*$75$7(':$//6
7<3($&+6,'(%$77,168/$7,2172),//&$9,7<6&+('8/('&(,/,1*7<3(;*%($&+6,'(:6&+('8/('),1,6+ ),5(&$8/.,1*$75$7(':$//6
7<3($&+6,'(

7<3(
%
6,=(6+($7+,1*
'28%/(0(7$/678':$//:&/50(7$/678'6#2&
/$<(5
*<3%'21($5(6752206,'(
),5(5$7('
3(53/$1
0(7$/%2772075$&.720$7&+678'6,=( *$
6((6
%5$&,1*$65(48,5('
5(675220
3/$1,1',&$7,21

+55$7('3(5&%&7$%/(

,7(012
)25+($'&21',7,216(()25,167(56(&7,2166((1215$7(' *<372(;7(1'$%29(&/*
#1215$7(':$//6

$$
3$5$//(/2567$**(5('678'6726833257),5(6$),1*,168/$7,21 ),5(6$),1*,168/$7,21,167$//('%<&2035(66,21),7$7&(,/,1* )/225/(9(/7<3$7),5(5$7(':$//6 5(67522027+(5
+,*+&21&5(7(&85%$75(675220/2&$7,216
6(()/2253/$1
% '28%/(0(7$/678':$//:&/50(7$/678'6#2&
/$<(5 +5
*<3%'21($6,'(
),5(5$7(':$//72+$9($'',7,21$//$<(52)7<3(;
*<3%'$7),5(5$7(':$//
$'',7,21$//$<(52)7<3(;*<3%'$7),5(5$7('3$57,7,21 6((6758&6)25+($'&211(&7,21
6,1*/(&21'8,7&$%/(253,3(
08/7,3/(&21'8,76
:$//$66(0%/<
6((:$//7<3('(7$,/6)25),5(5$7,1*6281'5$7,1*$1'*<3680$662&,$7,21 *$
),/(125()(5(1&(7<3,&$/&217,18286),5(67236($/$176855281'7<3,&$/&21'8,7&$%/(253,3(127(6 &21'8,7&$%/(3,3((7&3(1(75$7,2162)),5(5$7('3$57,7,2166+$//%(6($/('$66+2:1,1&203/,$1&(:,7+0$18)$&785(5 6,16758&7,216
$1<*$3/$5*(57+$1$//2:(')2563(&,),('),5(67236($/$176+$//%( ),//(':,7+),5(%/2&.6&87726,=()253(1(75$7,216,13/$&(35,2572,167$//,1*),5(67236($/$17),5(%/2&.$1'),5(67236($/$173529,6,216)253(1(75$7,216$7),5(5$7(':$//$66(0%/,(67$.(35,25,7<29(5$&2867,&$/3529,6,2163$&.0,1(5$/:22/%$&.,1*:+(5(5(48,5('&/($523(1,1*3(56($/$170$18)$&785(5 65(48,5(0(176

'28%/(678'3$57,7,216,0,/$5

3529,'(0$18)$&785(5
6'(6,*1$7('&/($5$1&(%(7:((1:$//23(1,1*$1'3(1(75$7,1*2%-(&76 &21'8,7253,3(6+$//127&217$&7:$//
$33/<),5(67236($/$1772
'(37+5(48,5(')25/,67('),5(5$7,1*20,1(5$/:22/%$&.,1*0$7(5,$/:+(5(5(48,5('

6,1*/(678'3$57,7,216,0,/$5

:$//$66(0%/<
6((:$//7<3('(7$,/6)25),5(5$7,1*6281'5$7,1*$1'*<3680$662&,$7,21 *$
),/(125()(5(1&(7<3,&$/
&21'8,76253,3(6
$70(7$//,&3,3(
8/:/25+5$71210(7$//,&3,3(
8/:/
25+5
$70(7$//,&3,3(
8/:/+5
*$*$/96+((767/6/((9(0$;',$(;7(1'0,1%(<21':$//)$&(6 7$3($1'-2,17&203281'7<3(
;
*<3680%2$5'7<3($6,'(),5(5$7('3$57,7,21&251(55(,1)25&(',168/$7,213(5:$//6&+('7<3 6((:$//7<3(6
6((:$//7<3(6
+2853$57,7,211215$7('67((/678'3$57,7,21
6((:$//7<3(6
6((:$//7<3(6
+2853$57,7,21
7$3($1'-2,17&203281'
7<3

6((:$//7<3(6
6((:$//7<3(6
+2855$7('3$57,7,21
7<3(
;
*<3680%2$5'7<3($6,'(
6((:$//7<3(6
6((:$//7<3(6
7$3($1'-2,17&203281'
7<3
7<3(
;
*<3680%2$5'7<3($6,'(+53$57,7,21
),1,6+3(53/$167<3(
;
(;7(5,25*5$'(*<3680%'6+($7+,1*6((63(&6
+2853$57,7,217$3($1'-2,17&203281'
7<3
7<3(
;
*<3680%2$5'7<3($6,'(1215$7(':$//+2//2:0(7$/)5$0(:2-$0%678'6$65(4 '
&217,18$7,212)1215$7(':$//:+(5(2&&856 ,17(5,25&251(5 ,17(56(&7,21$71215$7(':$// ,17(56(&7,21$75$7(':$// ,17(56(&7,21$71215$7(':$// ,17(56(&7,21$75$7(':$// +53$57,7,21
6((:$//7<3(6
7$3($1'-2,17&203281'
7<3
7<3(
;
*<3680%2$5'7<3($6,'(+53$57,7,21
,17(56(&7,21$7(;7(5,25:$//
(;,67,1*&08:$//
6&+('8/('%$6(7<3($6,'(
6&+('8/('),1,6+7<3($6,'($5&+,7(&785$/6($/$177<3($6,'(
/$<(57<3(;*%($&+6,'(:6&+('8/('),1,6+
7<3(
&
6,=(6+($7+,1*
0(7$/678'#2&

/$<(5*<3%'21($6,'(
),5(5$7('
15 &211(&7,213(56758&785$/
3(53/$16
)2567((/6833257,1)250$7,216((6758&785$/
6((6)25321<:$//'7/
0')&$33$,17('21$//(;326('6,'(6720$7&+:$//
)5$0,1*&211(&7,213(56758&
6((6
:+(5(5$7(':$//62&&853529,'(7<3(
;
*<3%'::,'(0$;),5(67236($/$17-2,173(58/'(6+:'

-2,17$1'&203281'($,16,'($1'2876,'(&251(5522)6+($7+,1* )5$0,1*&211(&7,213(56758&
6((6:+(5(5$7(':$//62&&853529,'(7<3(
;
*<3%'::,'(0$;),5(67236($/$17-2,173(58/'(6+:'
522)6+($7+,1* 522)6+($7+,1*
&217,1286),5(67236($/$176((),5(5$7(':$//3(1(75$7,21$ 7<3(;*<3%'
$7($6,'(
$6,'(9,(:
0$;

0$;
0$; )5$0,1*&211(&7,21 3(56758&
6((6
$6(&7,21
%
&217,18286),5(67236($/$17
8/'(6+:'

67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
,173$57,7,21
'(7$,/6
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ ,173$57,7,21'(7$,/6
$
&,7<2)6$&5$0(172
.& -3
6&$/(

,17(5,253$57,7,21 7<3($ 6&$/(

,17(5,253$57,7,21 7<3(%
6&$/(

&21'8,73,3(3(1(75$7,21),5(6723 6&$/(

7<3,&$/),5(5$7(':$//,17(56(&7,216

6&$/(

,17(5,253$57,7,21 7<3(&
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

+5),5(5(6,67,9(+($'&211(&7,21
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

5()(572-$0%'(7$,/6)25$1&+257<3(6 6((63(&6(&7,21)25$1&+257<3($1'48$17,7< 0$;

$'',7,21$/-$0%$1&+25$7/2&$7,2167+$7'21273(50,786(2))/225$1&+256-$0%$1&+253(563(&,),&$7,216)5$0(3(56&+('8/()/225$1&+25 ,17(5,253$57,7,21:,'7+

7<3($7,17(5,253$57,7,217<3($7(;7(5,25:$//
(;7(5,25:$//:,'7+
0,1

% 2876:,1*,1*
'225
;6&5(:6:,7+0(7$/(;3$16,216+,(/'6#
2&
*5$7(:+(5(2&&856'225%27720
0$;7<3

0$;7<3
)/225&29(5,1*:+(5(2&&856$/80,1807+5(6+2/'6(7,1)8//%('2)0$67,& '225$66&+('8/('
$ ,16:,1*,1*
'225
0$;
7<3

0$; 7<3
0$;

;6&5(:6:,7+0(7$/(;3$16,216+,(/'6#
2&)/225&29(5,1*:+(5(2&&856
$/80,1807+5(6+2/'6(7,1)8//%('2)0$67,&
'225$66&+('8/(''225%27720
*/$=,1*3(56&+('8/(),1,6+)/225&2176($/$17 %$&.(552'7<3($6,'(6+,0$65(48,5('[(0%('+,/7,.:,.+86(=6&5(:$1&+25$72& )520-$0%6,17(*5$/6,//)/$6+,1*3(50$18) (;7(5,25
'22523(1,1*
:,1'2:
23(1,1*
6&+('8/(''225
,17(5,25

6&+('8/(':,1'2:

6&+('8/(':,1'2:
127(
,167$//$/80,1806725()5217$1'(175$1&(6<67(03(563(&60$18)$&785(5 667$1'$5'6
+($'
-$0%
:$//6+($7+,1*3(53$57,7,217<3(6$&2867,&$/,168/$7,2123(1,1*)5$0,1*3(56758&785$/':*6'2253$1(/3(56&+('8/(*$+2//2:0(7$/'225)5$0( *$)25'2256
25025(
*$=$1&+256:(/'('72)5$0(

0,1
&217,182866($/$177<36&+('8/('),1,6+

606$7($&+$1&+25
3$1(/:,'7+%$77,168/$7,21 6+($7+,1*3(56758&785$/
23(1,1*)5$0,1*3(56758&785$/':*6),1,6+3(56&+('8/(&217,182866($/$17 %$&.(552'*/$=,1*3(56&+('8/($/806725()5217)5$0(606$72& )520-$0%6&217,182866($/$17 %$77,168/$7,21*<3%')5$0,1*3(56758&785$/':*6),1,6+3(56&+('8/($/806725()5217)5$0(606$72& )520-$0%6*/$=,1*3(56&+('8/(&217,182866($/$17 ,17(5,252)63$&( (;7(5,252)63$&(
*<3%'72:5$3&251(5&251(5%($'

$))#+($'
6281',168/$7,217+,16(7&(5$0,&7,/(:+(5(2&&8566((),1,6+6&+('8/(0(7$/)5$0,1*6((6758&785$/'5$:,1*6*<3680%2$5'+0)5$0('2253(56&+('8/($1&+253(563(&6#7,/(/2&$7,217<3 9(5,)<
'22523(1,1*
3(56&+('8/(

[0(7$/672366(/) 7$33,1*)+06$70(7$/'2256

),1,6+3(5),16&+('
0$;
0$;9(57,&$/
0$;%(9(/('#

+25=
9(57

%(9(/2)75(6+2/'72%(

+25=
9(57
3(5&%&%',$;(0%('32:(5661$.($1&+25,167$//3(5(65 127(
6(7(;7(5,25'2257+5(6+2/'6:,7+)8//:,'7+%($'2)(/$6720(5,&6($/$1721($&+32,172)&217$&7:,7+)/2253529,',1*$&217,18286:($7+(56($/3(563(&6 (;,67,1*&08:$//),//)5$0(:,7+*5287'2253(56&+('8/( ,17(5,25 (;7(5,25
&217,18286%$&.(552'$1'6($/$17$//$5281'
(;,67,1*&08:$//
(;7(5,25
,17(5,25
&217,18286%$&.(552' 6($/$17
$//$5281''2253(56&+('8/(*$-$0%'(37++2//2:0(7$/'225)5$0(:381&+$1'',03/($1&+25 6(()25)5$0($1&+25,1)250$7,21),//)5$0(:,7+*5287&217,18286%$&.(552' 6($/$17$//$5281' 1(::$//)855,1*72$/,*1:,7+(;,67,1*)855,1*
*$+2//2:0(7$/'225)5$0(

*<3%'72:5$3&251(5
*<3%'72:5$3&251(5
),1,6+3(56&+('8/(3$7&+$1'5(3$,525$''1(:)855,1*,1/2&$7,216:+(5((;,67,1*)855,1*:$65(029(',125'(572,167$//1(:23(1,1*1(:)855,1*72%($,,*1$1'%()/86+:,7+(;,67,1*)855,1* )/225),1,6+3(56&+('8/($/,*1&/75$16,7,216:,7+&/'2253$1(/ 6((,17(5,257+5(6+2/''(7$,/'2253$1(/3(56&+('8/(+2//2:0(7$/)5$0(%(<21'*$)/225$1&+25%(<21':(/'('72'225)5$0(:
60672$1&+25 +,/7,;833$)726/$% 127(6

68%67,787(-$0%$1&+25:,12)
)/225$7/2&$7,2167+$7'21273(50,7)/225$1&+256
[0(7$/672366(/) 7$33,1*)+06$70(7$/'2256

),1,6+3(5),16&+('
$/,*1&/75$16,7,216:,7+&/'2253$1(/
6((,17(5,257+5(6+2/''(7$,/
$/80,180)5$0(%(<21'
),1,6+)/225
(
6725()5217)5$0,1*725(0$,1

(
:$//725(0$,1
3527(&7,13/$&(5(3/$&($//(;,67,1**/$=,1*:,7+1(:$&2867,&$/*/$=,1* 6((6&+('8/($1'63(&6
,17(5,252)63$&( (;7(5,252)63$&(
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
'225$1'
:,1'2:'(7$,/6
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ '225$1':,1'2:'(7$,/6
$
&,7<2)6$&5$0(172
.& -3
6&$/(

)5$0($1&+25/2&$7,216 6&$/(

+0'225)5$0(352),/(6
6&$/(

(;7(5,25'57+5(6+2/' 6&$/(

,17(5,256725()52176,//

6&$/(

$/80'225:,1'2:75$16
6&$/(

,17(5,25+0'225)5$0(-$0% 6&$/(

,176725()52176,//-$0%
6&$/(

,17(5,256725()5217+($' 6&$/(

+($'-$0%6,0
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

(;7$/80'2256,//
6&$/(

(;7+0+($'-$0%#&08:$// 6&$/(

,17(5,25+0'225)5$0(6,//
6&$/(

,17(5,256725()5217'2256,//
6&$/(

$&2867,&$/*/$=,1*
$''$/7

'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Jul 01, 2025

STRUCTURAL
By:

&(,/,1*6<67(0&20321(1766+$//&203/<:,7+
$670&$1'6(&7,212)$670($
7+(&(,/,1**5,'6<67(00867%(5$7('+($9<'87<
$6'(),1('%<$670&
&(,/,1*6<67(067+()2//2:,1*&(,/,1*6<67(0
6 ,6$5(3$572)7+(6&23(2)7+,6352-(&7

,&&(6 0$,1 &5266
0$18)$&785(5 5(3257 5811(5 5811(5
$5067521* (65 ;/

&+,&$*20(7$//,& (65

86*,17(5,256
'211
(65 '; ';

&(57$,17((' (65 &6 &6

)227127(6

)25;*5,'86(;/

)25;*5,'86(

)25;*5,'86(';

)25;*5,'86(&6
6(,60,&:$//&/,3

0$18)$&785(5 6(,60,&:$//&/,302'(/12
$506721* %(5&(65
&+,&$*20(7$//,&
(6586*,17(5,256
'211
$&0(65&(57$,17((' 6(,60,&3(5,0&/,3(65 &(,/,1*3$1(/66+$//1276833257$1</,*+7
),;785(6$,57(50,1$/625'(9,&(6
)25&(,/,1*,167$//$7,21687,/,=,1*$&2867,&$/7,/( 3$1(/62)0,1(5$/25*/$66),%(5,7,61270$1'$725<723529,'(,1&+&/($5$1&(%(7:((17+($&2867,&$/7,/(3$1(/6$1'7+(:$//217+(6,'(62)7+(&(,/,1*:+,&+$5()5((726/,3)25 $//27+(5&(,/,1*3$1(/7<3(63529,'(
&/($5$1&(%(7:((17+(&(,/,1*3$1(/$1'7+(:$//217+(6,'(62)7+(&(,/,1*)5((726/,3 6863(1'('$&2867,&$/&(,/,1*6<67(06:,7+$
&(,/,1*$5($2)648$5()((725/(666855281'('%<:$//6:+,&+&211(&7',5(&7/<727+(6758&785($%29('21275(48,5(%5$&,1* $66(0%/,(6:+(1$77$&+('727:2$'$-$&(17:$//6
(;3$16,21-2,1766+$//%(3529,'(',17+(&(,/,1*$7 ,17(56(&7,2162)&255,'256$1'$7-81&7,2162)&255,'256$1'/2%%,(62527+(56,0,/$5$5($6
)25&(,/,1*$5($6(;&((',1*648$5()((7$
6(,60,&6(3(5$7,21-2,176+$//%(3529,'('72',9,'(7+(&(,/,1*,1726<0(75,&$/$5($6127(;&((',1*648$5()((7 )25$&2867,&$/7,/(3$1(/62)0,1(5$/25*/$66
),%(5,7,61270$1'$725<723529,'($,1&+&/($5$1&(%(7:((17+(7,/(3$1(/$1'7+(:$//217+()5(((1'62)7+(&(,/,1*:+(5(,7,6$//2:('726/,3 3$1(/6:(,*+,1*025(7+$121(+$/)

36)
27+(57+$10,1(5$/$1'*/$66),%(5$&2867,&$/7,/($1'$//0(7$/$1':22'3$1(/66+$//%(326,7,9/(<$77$&+('727+(&(,/,1*6863(16,215811(56%<0(&+$1,&$/0($1668&+$6%2/766&5(:6255,9(76$1'($&+$77$&+0(176+$//+$9(7+($//2:$%/('(6,*1675(1*7+7268332573(5&(172)7+(:(,*+72)7+(3$1(/$&7,1*,1$1<',5(&7,21$0,1,0802)7:2
$77$&+0(176$5(5(48,5(')25($&+3$1(/,7,6$/623(50,77('723529,'($6(&21'$5<0($162)&211(&7,1*7+(3$1(/727+(6758&785($%29(725(7$,17+(3$1(/)520'5233,1*287&(,/,1**5,'',67257,21$1'7+(&(,/,1**5,'%(&20,1*2872)/(9(/ )5(()/2$7,1*&(,/,1*6+$//%(6833257('%<:,5(6
$6'(7$,/('$1'6+$//$/62%(%5$&(':,7+:,5(6$6
'(7$,/('7+(3(5,0(7(5('*(6+$//%(6833257('%<$&217,12865811(5$77+(3(5,0(7(5('*($1'6+$//%(63/,&(',1&203/,$1&(:,7+$670( &2035(66,216758766+$//+$9($0$;,080./5127
72(;&(('6758766+$//127%(025(7+$121(
+25,=217$/
,16,;
9(57,&$/
2872)3/80%
'(7$,/6)25&(,/,1*6<67(0,167$//$7,21$5(7$.(1
)520'6$,5$1'$5(68%-(&7727+(&21',7,2162)86(2)7+(&(,/,1*127(6$1''(7$,/6 $6,1',&$7(',1$57,&/(2)6$,',5'(7$,/ 180%(56+$9(127%((15(9,6(')5207+26(,'(17,),(',1,5)25($6(2)7+(3/$15(9,(:352&(66%<'6$7+(5()25(7+('(7$,/180%(560$<127%(&216(&87,9($621/<7+26('(7$,/67+$7,17(*5$7(':,7+7+(63(&,),&6&23($1'5(48,5(0(1762)7+,6352-(&7+$9(%((16(/(&7(')2586( 0$7(5,$/6
&(,/,1*:,5(6+$//%(&/$66=,1&&2$7('
*$/9$1,=('

&$5%2167((/&21)250,1*72$670$
$:,5(6+$//%(*$*(
',$0(7(5
:,7+62)77(03(5$1'0,1,0807(16,/(675(1*7+ .6, *$/9$1,=('6+((767((/
,1&/8',1*7+$786(')25
0(7$/678'$1'75$&.&2035(66,216758763267
6+$//&21)25072$670$2527+(5(48,9$/(176+((767((//,67(',16(&7,21$2)7+(1257+$0(5,&$163(&,),&$7,21)257+('(6,*12)&2/')250('67((/6758&785$/0(0%(56,1&/8',1*6833/(0(17'$7(' $,6,66
0$7(5,$/0,/
*$*(
$1'/,*+7(56+$//+$9(0,1,080<,(/'675(1*7+2).6,0$7(5,$/0,/ *$*(
$1'+($9,(56+$//+$9($0,1,080<,(/'675(1*7+2).6, (/(&75,&$/0(7$//,&78%(
(07
6+$//%($16,
&8/
&$5%2167((/:,7+*
*$/9$1,=,1*(076+$//0,1,080<,(/'675(1*7+
)<
2).6,$1'0,1,0808/7,0$7(675(1*7+
)8
2).6,
$77$&+0(172)+$1*(5$1'%5$&,1*:,5(6
6(3$5$7($//&(,/,1*+$1*(5$1'%5$&,1*
:,5(6$7/($676,;

,1&+(6)520$//81%5$&(''8&763,3(6&21'8,7(7&
+$1*(5$1'%5$&,1*:,5(66+$//127$77$&+7225
%(1'$5281'2%6758&7,216,1&/8',1*%87127/,0,7('72
3,3,1*'8&7:25.&21'8,7$1'(48,30(17
)$67(1(56$1':(/',1*
6+((70(7$/6&5(:66+$//&203/<:,7+$670
&$60(%

5
3(1(75$7,212)6&5(:67+528*+-2,1('0$7(5,$/6+$//127%(/(667+$17+5(((;326('7+5($'6 (;3$16,21$1&+2566+$//%(
$6/,67(',17+(
*(1(5$/127(621'5$:,1*$',$0(7(5(0%('0(17$1',&&(65(32576+$//%($66+2:121'5$:,1*$$1'$6,1',&$7('217+('(7$,/6 32:(5$&78$7(')$67(1(566+$//%(
$6/,67(',1
7+(*(1(5$/127(621'5$:,1*$',$0(7(5(0%('0(17$1',&&(65(32576+$//%($66+2:121'5$:,1*$$1'$6,1',&$7('217+('(7$,/6 ,)12727+(5:,6(63(&,),(',17+((9$/8$7,21
5(325732:(5$&78$7(')$67(1(56,167$//(',167((/6+$//%(,167$//('627+((17,5(32,17('(1'2)7+()$67(1(5,6'5,9(17+528*+7+(67((/0(0%(5 32:(5$&78$7(')$67(1(56,1&21&5(7($5(127
3(50,77(')25%5$&,1*:,5(6
&21&5(7(5(,1)25&(0(17$1'35(675(66,1*
7(1'2166+$//%(/2&$7('%<121'(6758&7,9(0($1635,2572,167$//,1*3267,167$//('$1&+25 :(/',1*6+$//%(,1$&&25'$1&(:,7+$:6'
86,1*(;;6(5,(6(/(&752'(6
$1&+256)25:$//$1*/(6

$ $7:22'678':$//
'&200211$,/$72&
,17262/,'%/2&.,1*
% $70(7$/678':$//
12606,1720,10,/
7+.0(7$/678'$72&
& $70$6215<:$//
',$;/21*7$3&21
$1&+256&5(:$72&,&&(65
7(67,1*
$//),(/'7(67,1*0867%(3(5)250(',1
7+(35(6(1&(2)7+(352-(&7,163(&725
3267,167$//('$1&+256,1&21&5(7(86('72
6833257+$1*(5:,5(66+$//%(7(67('$7$)5(48(1&<2)3(5&(1732:(5$&78$87(')$67(1(56,1&21&5(7(6+$//%(),(/'7(67(')25/%,17(16,21$//27+(53267,167$//(' $1&+256,1&21&5(7(6+$//%(7(67(',1$&&25'$1&(:,7+&%&6(&7,21 $
3267,167$//('$1&+256,1&21&5(7(86('72
$77$&+%5$&,1*:,5(66+$//%(7(67('$7$
)5(48(1&<2)3(5&(17,1$&&25'$1&(:,7+&%&6(&7,21 $
$//(;,67,1*&(,/,1*+$1*(5:,5($1&+25
$66(0%/,(60867%(7(67('72/%6
$//(;,67,1*%5$&,1*:,5($1&+25$66(0%/,(60867
%(),(/'7(67('72/%
:+(5($1(::,5(,663/,&('72$1(;,67,1*:,5(
($&+63/,&(':,5($1&+25$66(0%/<0867%(),(/'7(67('727+(/2$'65(48,5(')25(;,67,1*&(,/,1*25%5$&(:,5(6 /,*+7),;785(6
$///,*+7),;785(66+$//%(326,7,9(/<$77$&+('72 7+(&(,/,1*6863(16,216<67(06%<0(&+$1,&$/0($16725(6,67$+25,=217$/)25&((48$/727+(:(,*+72)7+(),;785($0,1,0802)7:26&5(:625$33529(')$67(1(56$5(5(48,5('$7($&+/,*+7),;785(3(5$670(6(&7,21 6(59,&(6:,7+,17+(&(,/,1*
$//)/(;,%/(635,1./(5+26(),77,1*02817,1*
%5$&.(76&(,/,1*02817('$,57(50,1$/62527+(56(59,&(66+$//%(326,7,9(/<$77$&+('727+(&(,/,1*6863(16,216<67(06%<0(&+$1,&$/0($166&5(:625$33529(')$67(1(56$5(5(48,5('$0,1,0802)7:2$77$&+0(176$5(5(48,5('$7($&+&20321(17 &(,/,1*02817('$,57(50,1$/62527+(56(59,&(6
:(,*+,1*/(667+$125(48$/72/%6+$//+$9(21(

*$*(6/$&.6$)(7<:,5($77$&+(')5207+(7(50,1$/256(59,&(727+(6758&785($%29( )/(;,%/(635,1./(5+26(),77,1*6&(,/,1*02817('
$,57(50,1$/62527+(56(5,9&(6:(,*+,1*025(
7+$1/%%87/(667+$125(48$/72/%6+$//+$9(7:2
*$*(6/$&.6$)(7<:,5(6
$7',$*21$/&251(56
&211(&7(')5207+(7(50,1$/256(59,&(727+(6758&785($%29( )/(;,%/(635,1./(5+26(),77,1*6&(,/,1*02817('
$,57(50,1$/62527+(56(5,9&(6:(,*+,1*025(
7+$1/%6+$//%(6833257('',5(&7/<)5207+(6758&785($%29(%<127/(667+$1)285
7$87*$*(+$1*(5:,5(6$77$&+(')5207+(7(50,1$/256(59,&(727+(6758&785($%29(2527+(5$33529('+$1*(56 3(1(75$7,2167+58&(,/,1*3$1(/6)25635,1./(5
+($'6$1'27+(56,0,/$5'(9,&(67+$7$5(127,17(*5$//<7,('727+(&(,/,1*6<67(06+$//+$9($7:2
,1&+29(56,=('5,1*256/((9(7+587+(&(,/,1*3$1(/72$//2:21(
,1&+2)029(0(17,1$//+25,=217$/',5(&7,2163(1(75$7,21672%(&29(5(':,7+$1(6&87&+(213/$7()/(;,%/(635,1./(5+26(7+$7&$1$&&202'$7(7+(21(
,1&+2)029(0(176+$//1275(48,5(7+(29(56,=('6/((9(25$'$37(5 27+(5'(9,&(6:,7+,17+(&(,/,1*
$///,*+7:(,*+70,6&(//$1(286'(9,&(668&+$6
6752%(/,*+762&&83$1&<6(1625663($.(56(;,76,*1(7&6+$//%($77$&+('727+(&(,/,1**5,',1 $'',7,21'(9,&(6:(,*+,1*025(7+$1/%6+$//
+$9($*$*(6/$&.6$)(7<:,5($1&+25('727+(6758&785($%29('(9,&(6:(,*+,1*025(7+$1/%6+$//%(6833257(',1'(3(1'(17/<)5207+(6758&785($%29( $//$,57(50,1$/6$1'27+(5'(9,&(66+$//%(
02817(',1$0$11(57+$7:,//127&203520,6(&(,/,1*3(5)250$1&(,1$&&25'$1&(:,7+6(&7,21,7(02)$6&($6$0(1'('%<&%&6(&7,21$$1'$670(6(&7,216$1' &(,/,1*3$1(/66+$//1276833257$1</,*+7
),;785(6$,57(50,1$/62527+(5'(9,&(6
+$1*(5:,5(67+$7$5(025(7+$121(
+25,=217$/

,16,;
9(57,&$/
2872)3/80%6+$//+$9(&2817(56/23,1*:,5(6
6/$&.6$)(7<:,5(66+$//%(&216,'(5('+$1*(5
:,5(6)25,167$//$7,21$1'7(67,1*5(48,5(0(176
+$1*(5$1'%5$&,1*:,5($1&+25$*(727+(
6758&785(6+$//%(,167$//(',168&+$0$11(57+$77+(',5(&7,212)7+($1&+25$*($/,*16&/26(/<:,7+7+(',5(&7,212)7+(:,5( (*%5$&,1*:,5(&(,/,1*&/,360867%(%(17$66+2:1,17+('(7$,/6$1'527$7('$65(48,5('72$/,*1&/26(/<:,7+7+(',5(&7,212)7+(:,5(6&5(:(<(6,1:22'0867%(,167$//('627+(<$/,*1&/26(/<:,7+7+(',5(&7,212)7+(:,5((7&

)$67(1+$1*(5:,5(6:,7+127/(667+$17+5((

7,*+778516,17+5((

,1&+(6+$1*(5:,5(/22366+$//%(7,*+7/<:5$33('$1'6+$53/<%(177235(9(179(57,&$/029(0(1725527$7,21:,7+,1/22363(5$670( )$67(1%5$&,1*:,5(6:,7+127/(667+$1)285

7,*+778516,121($1'21(+$/)

,1&+(6
:,5(785160$'(%<0$&+,1(:+(5(%27+675$1'6
+$9(%((1'()250('25%(17,1:5$33,1*&$1+$9(7+(21($1'21(+$/)
,1&+5(48,5(0(17:$,9('%877+(180%(52)785166+28/'%(0$,17$,1('$1'%($67,*+7$63266,%/(
3529,'(75$3(=(2527+(56833/(0(17$5<6833257
0(0%(56$72%6758&7,21672$//2:7<3,&$/+$1*(563$&,1* 3529,'($'',7,21$/+$1*(566758&76$1'%5$&(
$66(0%/,(6$65(48,5('$7$//&(,/,1*%5($.6
62)),7625',6&217,18286$5($6
63/,&(6:,//127%(3(50,77(',1$1<+$1*(5:,5(6
81/(667+(63/,&(,6&216785&7('$&&25',1*727+(63(&,),&'(7$,/63529,'(',17+(6('2&80(176 7+(*$*($1'63$&,1*2)$1<(;,67,1*:,5(72%(
63/,&('0867&203/<:,7+&855(17&2'(5(48,5(0(176
7+(6/23(2)%5$&,1*:,5(66+$//127(;&(('
'(*5((6)5207+(+25,=217$/3/$1($1':,5(66+$//%(7$87 685)$&(02817('/,*+7),;785(66+$//%($77$&+('
727+(0$,15811(5:,7+$7/($677:2326,7,9(&/$03,1*'(9,&(67+(&/$03,1*'(9,&(6+$//&203/(7(/<6855281'7+(6833257,1*&(,/,1*5811(5$1'%(0$'(2)67((/:,7+$0,1,0807+,&.1(662)*$*(527$7,21$/635,1*&$7&+(6'2127&203/<$*$*(6/$&.6$)(7<:,5(6+$//%(&211(&7(')520($&+&/$03,1*'(9,&(727+(6758&785($%29(3529,'($'',7,21$/68332576:+(1/,*+7),;785(6$5((,*+7
)((725/21*(525(;&(('/%0$;,08063$&,1*%(7:((1683325766+$//127(;&(('(,*+7
)((7
/,*+7),;785(6:(,*+,1*/(667+$125(48$/72
/%6+$//+$9($0,1,0802)21(

*$*(6/$&.6$)(7<:,5(&211(&7(')5207+(),;785(+286,1*727+(6758&785($%29( /,*+7),;785(6:(,*+,1**5($7(57+$1/%%87
/(667+$125(48$/72/%0$<%(6833257('',5(&7/<217+(&(,/,1*5811(56%877+(<6+$//+$9($0,1,0802)7:2
*$*(6/$&.6$)(7<:,5(6&211(&7(')5207+(),;785(+286,1*$7',$*21$/&251(56727+(6758&785($%29((;&(37,21 $///,*+7),;785(6*5($7(57+$17:2%<)285)((7:(,*+,1*/(667+$1/%6+$//+$9($*$*(6/$&.6$)(7<:,5($7($&+&251(5 $///,*+7),;785(6:(,*+,1**5($7(57+$1/%
6+$//%(,1'(3(1'(17/<6833257('%<127/(667+$1)285

7$87*$*(+$1*(5:,5(6
21($7($&+&251(5
$77$&+(')5207+(),;785(+286,1*727+(6758&785($%29(2527+(5$33529('+$1*(567+()285
7$87*$*(:,5(62527+(5$33529('+$1*(56,1&/8',1*7+(,5 $77$&+0(17727+(6758&785($%29(6+$//%(
&$3$%/(2)6833257,1*)285

7,0(67+(:(,*+72)7+(),;785(
:+(5(3(1'$1702817('/,*+7),;785(6$5(
,167$//(',1$1$5($:,7+$6863(1'('&(,/,1*7+(/,*+7),;785(6+$//%(6833257('',5(&7/<)5207+(6758&785($%29(:,7++$1*(5:,5(625&$%/(3$66,1*7+58($&+3(1'$17+$1*(5$1'6+$//%(&$3$%/(2)6833257,1*7:2
7,0(67+(:(,*+72)7+(),;785(
,)$3(1'$1702817('/,*+7),;785(,6',5(&7/<$1' ,1'(3(1'(17/<%5$&('%(/2:7+(&(,/,1*7+(1$%5$&($66(0%/<,61275(48,5('$%29(7+(7+(&(,/,1* ,)$3(1'$1702817('/,*+7),;785(,6)5((72
6:,1*'(*5((6)5207+(9(57,&$/,1$//',5(&7,216$1',6127',5(&7/<25,1'(3(1'(17/<%5$&('%(/2:7+(&(,/,1*7+(1$%5$&,1* $66(0%/<,621/<5(48,5(':+(5(7+(3(1'$17
+$1*(53(1(75$7(67+(&(,/,1*

:+(5(7+(:(,*+72)7+(3(1'$17),;785(,6/(66
7+$1/%7+(9(57,&$/&20321(172)7+(%5$&()25&(1(('127%(&216,'(5('12&2035(66,21326767587,65(48,5(' 6(,60,&&/,3
+$1*(5:,5(
0$,125&5266
5811(5
&(,/,1*
3$1(/
127(
6((127(%(/2:
0$;
&/5
0,1
0,17<3
67((/3235,9(7#$77$&+('6,'(21/<
6((127(%(/2:
0$;
[[*$0,1&217,18286$1*/(:,7+

606,172*$0,1:$//678'#2&

$77$&+('-2,17 )5((-2,17
127(
3529,'(*$*(+$1*(5:,5(6$77+((1'62)
$//0$,1$1'&52665811(56:,7+,1(,*+7

,1&+(62)7+(683325725:,7+,121()2857+

2)7+(/(1*7+2)7+((1'7((:+,&+(9(5,6/(66)257+(3(5,0(57(52)7+(&(,/,1*$5($3(5,0(7(5:,5(6$5(1275(48,5(':+(17+(/(1*7+2)7+((1'7((,6(,*+7
,1&+(625/(66
5()(572*(1(5$/127()25:$//$1*/($77$&+0(17 5()(572*(1(5$/127()256(,60,&&/,3 606#&/,3
606#&/,3 606
#&/,3
0,1

7<3
7<3
72

127(

&52665811(5
6(('(7$,/ )25/2&$7,212)%5$&,1*:,5(6$1'675870$,15811(5 *$%5$&,1*:,5(:0,17,*+778516,1%27+(1'62):,5(&211(&7('720$,15811(56 $3$57727$/$7($&+67587
812
6((
*$9(57,&$/+$1*(56$7
2&($&+:$<$70$,15811(5:0,17,*+778516,1$7%27+(1'66(( 5,*,'9(57675876(('(7
25 127(
6758766+$//1275(3/$&(+$1*(5:,5(6 7+(0,1,080$&&(37$%/($1*/(,6'(7(50,1('68&+7+$7 7+(:,5(6'2127,17(5)(5(:,7+7+(5811(56/,*+7),;785(6(7&$1'5(0$,1675$,*+7$1'812%6758&7('
$

$

$

$
64
)70$;

0$;

0$;

0$;
0$;

0$;

0$;

&217$1*/(#3(5,0(7(5
)5((-2,17
&52665811(560$,15811(56%5$&,1*:,5(/2&$7,21
127(
%5$&,1*:,5(6$1'&203675876+$//2&&85
$7(9(5<64)70$;,15220629(564)7

$ $77$&+('-2,17
$77$&+('-2,17

$
$77$&+('-2,17

$
)5((-2,17

$
)5((-2,17

$
7<3
0$;

0$;

7<3

0$;

0$;7<3
)5((-2,17$77$&+('-2,17&211(&7('72:$//
(;3$16,21-2,17)5((-2,17
)5((-2,17
$77$&+('-2,17
0$;

)5((-2,17
7<3,&$/67587$1'%5$&,1*

$

$

$
/2&$7,212)(;3$16,216/,3-2,176,1&255,'256

$
2+

$
$77$&+('-2,17
6((127(%(/2:
0$;
6((127(%(/2:
0$;
7<3+$1*(5:,5(6#
2&
&2175811(56
63/,&($//-2,176

&/5
67((/3235,9(7 67((/3235,9(7
&29(5-2,17::+,7()/(;,%/(39&0(0%5$1(
(;3$16,21-2,17
(;3$16,21-2,176$77+(,17(56(&7,2162)&255,'256$1'$7 -81&7,2162)2)&255,'256$1'/2%%,(62527+(56,0,/$5$5($6 127(
3529,'(*$*(+$1*(5:,5(6$77+((1'62)$//0$,1$1'&5266 5811(56:,7+,1(,*+7

,1&+(62)7+(683325725:,7+,121()2857+

2)7+(/(1*7+2)7+((1'7((:+,&+(9(5,6/(66)257+(3(5,0(7(52)7+(&(,/,1*$5($3(5,0(7(5:,5(6$5(1275(48,5(':+(17+(/(1*7+2)7+((1'7((,6(,*+7
,1&+(625/(66
(;3$16,21-2,17$/7(51$7(
6((127(%(/2:
0$;
6((127(%(/2:
0$;
&/5
63/,&(:$//028/',1*%<&/,33,1*+25,=/(*/$39(57/(*$1',167$//
606
7<3

+$1*(5:,5(#($&+5811(5
(;326('&(,/,1*7((6),(/'&8772/(1*7+
:$//028/',1*
3235,9(7#($&+5811(5
7<3

67((/3235,9(7
&217,18286:$//028/',1*
0$;

0$;

7<3

0$;

0$;7<3
)5((-2,17$77$&+('-2,17&211(&7('72:$//
(;3$16,21-2,17)5((-2,17
)5((-2,17$77$&+('-2,17
$77$&+('-2,17
0$;

)5((-2,17
/2&$7,212)(;3$16,216/,3-2,176,1&255,'256

$

$

$

$ #(;,7:$<6

$
7<3,&$/
67587$1'
%5$&,1*

$ #121(;,7:$<6

$
(;,7:$<6 121(;,7:$<6
&/5
6((127(%(/2:
0$;
6((127(%(/2:
0$;
7<3+$1*(5:,5(6#
2&
7<3+$1*(5:,5(6#
2&
0$,15811(5 7<3,&$/63/,&(#
&52665811(56
&52665811(5
&2175811(56
63/,&($//-2,176
67((/3235,9(7&29(5-2,17::+,7()/(;,%/(39&0(0%5$1( 67((/3235,9(7
127(
3529,'(*$*(+$1*(5:,5(6$77+((1'62)$//0$,1$1'&52665811(56:,7+,1(,*+7
,1&+(62)7+(
683325725:,7+,121()2857+

2)7+(/(1*7+2)7+((1'7((:+,&+(9(5,6/(66)257+(3(5,0(7(52)7+(&(,/,1*$5($3(5,0(7(5:,5(6$5(1275(48,5(':+(17+(/(1*7+2)7+((1'7((,6(,*+7
,1&+(625/(66
5811(563/,&( (;3$16,21-2,17
(;3$16,21-2,176$77+(,17(56(&7,2162)&255,'256$1'$7 -81&7,2162)2)&255,'256$1'/2%%,(62527+(56,0,/$5$5($6 6((127(%(/2:
0$;
6((127(%(/2:
0$;
7<3+$1*(5:,5(6#
2&
&2175811(56
63/,&($//-2,176

&/5
67((/3235,9(7 67((/3235,9(7
&29(5-2,17::+,7()/(;,%/(39&0(0%5$1(
6(,60,&6(3$5$7,21-2,17
6(,60,&6(3$5$7,21-2,17$7&217,18286&(,/,1*$5($6(;&((',1* 64)76((&(,/,1*3/$16)25/2&$7,216
127(
3529,'(*$*(+$1*(5:,5(6$77+((1'62)$//0$,1$1'&5266 5811(56:,7+,1(,*+7

,1&+(62)7+(683325725:,7+,121()2857+

2)7+(/(1*7+2)7+((1'7((:+,&+(9(5,6/(66)257+(3(5,0(7(52)7+(&(,/,1*$5($3(5,0(7(5:,5(6$5(1275(48,5(':+(17+(/(1*7+2)7+((1'7((,6(,*+7
,1&+(625/(66
$/7(51$7(6(,60,&6(3$5$7,21-2,17
6((127(%(/2:
0$;
6((127(%(/2:
0$;
&/5
63/,&(:$//028/',1*%<&/,33,1*+25,=/(*/$39(57/(*$1',167$//
606
7<3

+$1*(5:,5(#($&+5811(5(;326('&(,/,1*7((6),(/'&8772/(1*7+ :$//028/',1*
3235,9(7#($&+5811(5
7<3

67((/3235,9(7
&217,18286:$//028/',1*

7<3
7 0,1&/5
<3
72

0$;)520$77$&+('-2,17
0$;)520)5((-2,17
67587$1'

%5$&(:,5(63(563$&,1*3(5+$1*(5$7
2&($:$<#0$,15811(5
6((127(
0$;7<3
7<3+$1*(5:,5(#
2&
0$,15811(567((/3235,9(7#
2&
67((/3235,9(5#($5811(5&52665811(5
[[*$0,1&217$1*/(

0$;
$77$&+('-2,17 )5((-2,17
(;,7:$<&255,'25'(7$,/6
127(
3529,'(*$*(+$1*(5:,5(6$77+((1'62)
$//0$,1$1'&52665811(56:,7+,1(,*+7

,1&+(62)7+(683325725:,7+,121()2857+

2)7+(/(1*7+2)7+((1'7((:+,&+(9(5,6/(66)257+(3(5,0(57(52)7+(&(,/,1*$5($3(5,0(7(5:,5(6$5(1275(48,5(':+(17+(/(1*7+2)7+((1'7((,6(,*+7
,1&+(625/(66
5()(572*(1(5$/127()25:$//$1*/($77$&+0(17 127(
127(
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
6863(1'('
&(,/,1*'(7$,/6
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ 6863(1'('&(,/,1*'(7$,/6
$
&,7<2)6$&5$0(172
.& -3
0(7$/6863(16,216<67(06)25/$<,13$1(/&(,/,1*6127(6 &(,/,1*3(5,0(7(5

6863(16,21$1'%5$&,1*

[
%5$&($66(0%/<

&255,'25&(,/,1*3/$1

(;3-2,17#,17(56(&7,216

&255,'25&(,/,1*3/$1

(;3$16,21-2,17$7,17(56(&7,216

6(,60,&6(3$5$7,21-2,17

&(,/,1*6(&7,21#(;,7:$<6

)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Jul 01, 2025

STRUCTURAL
By:

*$6/$&.6$)(7<:,5(+$1*(56)25'(9,&(67+$7:(,*+/(667+$1/%63/$&(21',$*21$/&251(56(;&(37,21 ),;785(6*5($7(57+$1)((7[)((7:(,*+7,1*/(667+$1/%65(48,5($*$6/$&.6$)(7<:,5(+$1*(5$7($&251(5606,17:223326,7(6,'(6 727$/
/2&$7(6&5(:61($5&251(562)7(50,1$/25),;785(+($9<'87<6<67(0 7<3
0,1 0$;

0$;

0$;

0$;
12772(;&(('7+($//2:$%/(/(1*7+*,9(1,17+(7$%/(
21'(7$,/)257+(&2035(66,21675876(/(&7('
7<3
72
6758&785(&+$11(/7<3(&2035(66,21675873(57$%/(21'(7$,/&(17(5('29(5&52665811(5 )25&211(&7,21726758&785(6((
+$1*(5:,5(7,*+778516,1)25+$1*(57<3
%5$&(:,5(66((

',$0$&+,1(%2/7&52665811(5 0$,15811(5
7,*+778516,17<3)25%5$&(:,5(
$
+$1*(5:,5(%(<21'
&23()/$1*(25)/$77(172$//2:,167$//$7,212)$&2867,&$/7,/(0$,15811(5 %5$&(:,5(%(<21'&52665811(5
6(&7,21$

$

$
0$;
0$;
0,1
0,1

0,1
7<3
0,1 0,1
7<3
0$;
6758&785(237,21
127(

+$1*(5:,5(7+5867587

237,21
(077<3(&2035(66,21
675873(57$%/(21'(7
+$1*(5:,5(

606%5$&(:,5(66((

)/$77(1(1'
0$;
21'(7$,/)257+(&2035(66,21675876(/(&7('
12772(;&(('7+($//2:$%/(/(1*7+*,9(1,17+(7$%/( &211(&7,2172 6758&785(6(( (0712025( 7+$121(6,=( /$5*(57+$1 (0767587 6(/(&7(' 6/27(1'%2/7 187
',$0$&+,1(%2/7
6/27(1'2)(07$1'%($5217((%8/%+$1*(5:,5(6((127(&(17(5/,1(2)(07 237,21 237,21
127(
0$&+,1(%2/7,6127(5(48,5('21237,21 $33/,$%/(726$:17,0%(5:,7+287*<3680%2$5'21/< 6((237,21)25,1)250$7,211276+2:1

$

$
(07&2035(66,2167587 0$;,080/(1*7+

',$0(7(5(07
:$//7+,&.1(66

(07',$0(7(5

:$//7+,&.1(66

(07',$0(7(5
:$//7+,&.1(66

(07',$0(7(5
:$//7+,&.1(66
(07',$0(7(5
:$//7+,&.1(66

(07',$0(7(5
:$//7+,&.1(66

&+$11(/&2035(66,2167587 0$;,080/(1*7+

66666
)25&211(&7,21726758&785(6((
0$;
7<3
78516#+$1*(5:,5(7<3#($(1'*$*(:,5(
812
0$;
+$1*(5:,5(
%5$&,1*:,5(
821
0$;
)25&211(&7,21726758&785(6((&211(&7,210$75,;21
7<3
0$;
72 78516#%5$&( :,5(7<3#($(1'

$

$

$
127(
:+(1),5(5$7('*<3%2$5',6,167$//('217+(%27720)/$1*(6 86(6&5(:(<(6:68)),&,(17/(1*7+72$92,''$0$*,1*7+(),5(5$7('*<3%2$5'$1'0((70,13(1(75$7,21 (4 (4
3(1(75$7,21
0,1
[0,1
*<3%2$5':+(5(2&&856
6((127(

',$&/26('(<(6&5(:

$
7<3
0,1
0,1
',$'5,//('+2/(

[
*$67$3/(625

67521*+2/'-1$,/6$7($&+:,5(/223
-2,67255$)7(5+$1*(5:,5(

$
0$,1&+$11(/6+2:1
:22')5$0,1*6,0,/$5

*$*(+$1*(5:,5(6

7,*+778516:,7+,1$7%5$&(:,5(3529,'(

7,*+778516:,7+,1
6$''/(7,(5(48,5(')25$//:,'7+6*5($7(57+$1
6$''/(7,(+$6'28%/(/223$76833257
:+(108/7,3/(6$''/(7,(6$5(5(48,5('7+(<6+$//$/7(51$7(%$&.$1')257+7235(9(177:,67,1* +$1*(5:,5(&21',7,216+2:1
%5$&(:,5(&21',7,216,0,/$5

0,13(1(75$7,21
%/2&.,1*)$67(172-2,67:[[*$&/,3$1'
G[1$,/6($&+6,'($1'($&+(1'',$&/26('6&5(:(<(,167$//,17+(',5(&7,212)7+(%5$&(:,5( ',$6&5(:(<(:)8//7+5($'(0%('
0,1
,167$//,1',5(&7,212):,5(
0$;
-2,67255$)7(5%5$&,1*:,5(

$

[
*$67$3/(62567521+2/'-1$,/6$7($&+:,5(/223

[
*$67$3/(62567521+2/'-1$,/6$7($&+:,5(/223
;%/.*:

G&200211$,/6$7($(1'
%5$&,1*:,5(
-2,67255$)7(5%5$&,1*:,5(
0,1
3/<:22')/225522)6+($7+,1*3/<:22')/225522)6+($7+,1* 127(
:,5(63/,&(6$5(6+2:1/226(/<7,(')25,//8675$7,9(385326(621/< $1'6+$//%('5$:17,*+772&203/(7(,167$//$7,21:+(1&216758&7(' 7851,17<3$7($&+(1'
%5$&(25+$1*(5:,5(
78516,17<3$7($&+(1'
+$1*(5:,5(
+$1*(5:,5(21/<+$1*(525%5$&(:,5(
127(
7+(&/,3&$1%($77$&+('',5(&7/<727+(:$//)/$1*(3529,'('%27+2)7+()2//2:,1*&21',7,216$5(0(7

7+(:$//678',6*$0,1$1'&$3$%/(2)6833257,1*7+( %5$&()25&(6
7+(%5$&(:,5($/,*16:,7+7+(:$//678':(%
0(7$/678'
*$
663$1

:$//678'60,1,080&211(&772($678'3(56&+('8/([[*$[&(,/,1*&/,3&211(&7726%$&.,1*:,7+
[606%5$&(:,5(
:$//678'
*$8*(
&211(&7,2172
:$//678'

:,7+*<3%'

&211(&7,2172
:$//678'

:,7+287*<3%'

*$8*(*$8*(

[606

[606

[606

[606

$
6,0
6(( )25&211(&7,2172&21&5(7(20(7$/'(&.
$1' )25&211(&7,21720(7$/'(&.
)8//'(37+-2,67%/2&.,1*
:22',-2,67
&(,/,1*%5$&(:,5(
%5$&(:,5(
$ 25 %
)8//'(37+%/2&.,1*$/,*1:,7+%5$&(:,5(
3/<:22')/225522)6+($7+,1*
%5,'*,1*25)8//'(37+-2,67%/2&.,1*:,7+,12)%5$&,1*:,5(&211(&7,21 :22'
,-2,67
7<3
0,1
7<3
0,1
$ 25 %
$ %
+$1*(5:,5(',$6&5(:(<(:,7+0,13(1(75$7,217<3 127(6
'2127,16(576&5(:(<(63$5$//(/72/$0,1$7,216 :+(1),5(5$7('*<3%',6,167$//('217+(%27720)/$1*(686(6&5(:6(<('Z68)),&,(17/(1*7+72 $92,''$0$*,1*7+(),5(5$7('*<3%'$1'0((70,1,0803(1(75$7,21 $76/23('5$)7(56,167$//)$67(1(56,17+(',5(&7,212)7+(:,5( &(,/,1*%5$&(:,5([)/$7:,7+,12)%5$&,1*:,5(:,7+ G25 [:22'6&5(:72($&+2)75866%27720)/$1*(6
$

$
6((127(
&87)/$1*(6$1'%(1'',$/$*6&5(:,1&(17(52)-2,677<3*<3%2$5')$67(16758772[,1/,(82)5$)7(5-2,67 67587
0,1
&211(&786,1*237,21217+,66+((7',$/$*6&5(:,1&(17(52)-2,677<3[67587 237,21 237,21
0,1
(4 (4

',$/$*6&5(:6
0,1
6((127(
3(1(75$7,21
0,1

',$/$*6&5(:,1&(17(52)-2,677<3
&87)/$1*(6$1'%(1'
67587
)$67(16758772[,1/,(82)5$)7(5-2,67
&211(&786,1*237,21217+,66+((7
3(1(75$7,21
0,1
[)/$767587
237,21 237,21 237,21
&+$11(/67587
127(6
:(%2)&+$11(/72%$5(:,7+,1:,'7+2)7+(:22'0(0%(5 )25$1*/(2)25,(17(',17+(67$1'$5'326,7,219(57,&$//(*72)$//:,7+,17+(:,'7+2) 7+(:22'0(0%(5
$77$&+0(1772,-2,676,0,/$572237,216 ',$/$*6&5(:,1&(17(52)-2,677<3
(4 (4

&21&($/('+,1*()5$0(1(235(1(*$6.(7:,'7+
6,'(6

(/(9$7,21
6(&7,21
&</,1'(5/2&.:,7+)6,&&25(%27+6,'(6
38//3/$7(
%27+6,'(6
3$,17%27+6,'(6$1')5$0($//$5281'
3$,17720$7&+
$'-$&(17685)$&(
67$))21/<
9,1</67,&.(5:,7++,*+$5,$/7(;7
%$&.*5281'
:+,7(7(;7
%/$&.
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

30
7UYW
&(,/,1*'(7$,/6
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ &(,/,1*'(7$,/6
$
&,7<2)6$&5$0(172
.& -3
/,*+7$,57(50,1$/6833257

&2035(66,217<3(67587

(077<3(67587

&2035(66,21675877$%/(

7<3,&$/:,5(78516

7<3,&$/6$''/(7,(

+$1*(5726$:17,0%(5

%5$&(726$:17,0%(5

&(,/,1*:,5(63/,&(6

)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
12772 %5$&,1*:,5( 6&$/(
&(,/,1*75$16,7,21:$//)5$0,1* 126&$/(
*<3%'&(,/,1*

12772 %5$&,1*:,5($77$&+0(1772:22',-2,67 6&$/( &2035(66,2167587$77$&+0(17

&(,/,1*$&&(66'225

'(6&5,37,21 '$7(
2 OWNER CHANGES 05/23/25
2 COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Jul 01, 2025

STRUCTURAL
By:

;!
(
0,1,080&/($5$1&(',0(16,216
(
7<3,&$/
(;7(5,25
Z/$7&+
&/26(5 )5217$3352$&+
+,1*($3352$&+
/$7&+$3352$&+
7<3,&$/
Z/$7&+
&/26(5
$ % & '
7<3,&$/
Z&/26(5
&/($5
0,1
15 1275(48,5('

&/($5$1&(5(48,5(':+(1$1<2%6758&7,21352-(&76025(7+$1%(<21'7+()$&(2)7+('225127(6 7<3,&$/)5217$3352$&+6+2:16((7$%/()25
$'',7,21$/&21),*85$7,216
',$*5$07$%/(5(35(6(175(48,50(1763(5&%&
%
)/225*5281'$5($:,7+,15(48,5('&/($5$1&(6
6+$//%(/(9(/ &/($5
/(9(/$5($,6$63(&,),('685)$&(:,7+0$;6/23(,1$1<',5(&7,215( &%&%

15
1515

15

0,1,0800$1(89(5,1*&/($5$1&(6$7'225:$<6

0$;

0$;

0$;
)/225),1,6+
)/225),1,6+),1,6+*5$'(
9(57,&$/&+$1*(,1/(9(/
:,7+287('*(75($70(17
3(5&%&%
%(9(/('&+$1*(,1/(9(/3(5&%&%

0$;6/23(

0,1&/5.1((63$&(

0,1&/572%272)$3521

0$;727232)6,1.
/,1(2)),1,6+(':$//7232)&2817(5256,1.5,0&/26('&(//9,1</3,3(,168/$7,21$76833/<$1':$67(3,3(6:,7+1</21)$67(1(5635()$%720((7$//$'$$1'%5(48,5(0(176+,1*('$&&(66&$3$76833/<9$/9(/2&$7,216&/($1287187(1&/2685(:,7+:((3+2/(),1,6+(')/2257<3,&$/

0,1
127(
3529,'(0$18)$&785(565(&200('('&$55,(55()(5723/80%,1*'5$:,1*6

0,1
$1*/(&/,3$72&3(50$18),167$//$7,215(48,5(0(176:$//$66&+('8/('0$5.(5%2$5'0$5.(5%2$5'75$<9(5<,)<$//02817,1*+(,*+767<3;6&5(:#2&,1720(7$/%$&.,1*3(56 $))
127(
3529,'([/(1*7+[*$3/$7(:(/'72$0,1

*$0(7$/678')5$0,1*
0$35$,/&25.
),1,6+)/225
%$6( 6((),1,6+6&+('8/()256,=( 0$7(5,$/*<3680%2$5'$7:$//7$&.$%/(:$//%2$5'3$1(/:,7+('*,1* 6((),1,6+6&+('8/()250$7(5,$/6
7<36863(1'('&(,/,1*6<67(0%877-2,17::5$33('('*(6*<3680%2$5'#:$// 127(
)/$0(635($'5$7,1*3(5$670((48$/6602.('(16,7<(48$/67$&.:$//3$1(/0$;:(,*+7 /%6)$%5,&$7(3$1(/6$76,=($65(48,5('620$;:(,*+7,6127(;&(('(' &251(5&(,/,1*)/225
:5$33('('*(#&251(5*<3680%2$5'#:$//
&251(5
+(0%$56($/(',16,'(6+$'(&/27+6+$'(&/27+$66&+('8/('
6(/)'5,//,1*6&5(:6:0,1(0%('#2&7<3,&$/&(17(56&5(:6,1($7233/7+528*+%$&.2)%5$&.(7)25+($'02817 ,16,'(52202563$&(
:$//02817

(
:,1'2:
(
:$//
:$//3(53/$1
9(5,)<
231*
0$;
0$;
7232)
+$1'/(
),1,6+)/225
(/(9$7,21
3/$1
0$;
7<3

[6066&5(:6(48$//<63$&('21($&+6,'(

0$;
)25685)$&(028173(5&%&%
),5(
(;7,1*8,6+(5 ),5((;7,1*8,6+(56,*1$*(

)(&$%,1(7:,7+)8//*/$=,1*$1'6$)7/2.
7+()7'(7(55(1738//+$1'/($1':,5(38//3(501)56((63(&6(&7,21 ,1&$6(2)),5(
38//+$1'/(),50/<
),5((;7,1*8,6+(5 '(&$/21*/$66'22572127(),5((;7,1*8,6+(5 ,1&$6(2)),5(38//+$1'/(),50/<
),1,6+$66&+('8/('3$57,7,21$66&+('8/(')/2256/$%9,1</)/22552//('5$',86&29(Z5&29(%$6((;7(1'$))0,16&+8/7(5',/(;3+.&29(352),/(25(48$/0$7&+352),/('(37+729,1</7+,&.1(66
07/%$&.,1*6((6
6(()/2253/$1

821
3/$67,&/$0,1$7(723[)/$73529,'(62/,'),//(5#&2817(57236833257%5$&.(7&287(57236833257%5$&(#2&0$;$77$&+72%$&.,1*:606($6,'(2)%5$&.(7723 %27 0,1

0,1
07/)5$0,1*58%%(5%$6(
#.,'6$5($
#7((1$5($
9(57,&$/-2,17 &$8/.-2,172876,'(&251(5 ,16,'(&251(5

),1,6+)/225
:$//%$6(
6((),1,6+6&+('8/()533$1(/
6((),1,6+6&+('8/(,167$//:,7++($9<'87<:$7(5%$6('0$67,&:$,16&2775,0 *<3680%2$5'$7:$//
&251(575,0
75,0 &2/250$7&+(' &$8/.-2,17
(&23+2162/2648$5(255(&7$1*8/$5&(,/,1*3$1(/
3(53/$1
,167$//3(50$18)67',167$//$7,21
$'-867$%/(:,5(+$1*(5$'',7,21$//<
3529,'(+25,=217$/6:$<&$%/($7($&+52:2)&(,/,1*&/28'6&217,18286)520:$//72:$//$77$&+72:$//63(5 6:$<&$%/(72%(02817('
',5(&7/<$%29($1&+2532,1772(1685(%5$&,1*,6,1$&&25'$1&(:,7+,5$1':,//127&$86()$,/85(2)7+(&(,/,1*&20321(17625)$,/85(2)0(&+$1,&$/(/(&75,&$/3/80%,1*$1'),5($1'/,)(6$)(7<&20321(1766<67(06:,7+,17+(&(,/,1*$5($$1':,7+,17+($5($2) $17,&,3$7('029(0(17
(&23+21&211(&7
$%625%(5$1&+25
9$5,(66((3/$1
+$1*(5:,5(&211(&7,21
3529,'(&&81,&52667:2&$%/(6833257&/$03
25
$33529('(48$/
$7($&+
,17(56(&7,212)
$'-867$%/(:,5(+$1*(5$1'+25,=217$/6:$<
&$%/(7<3
$
$&2867,&$/:$//3$1(/3(5,17(5,25(/(9$7,216
7<3
(/(9$7,21$
176

7<3,&$/)$67(51(563$77(51
)$67(1(5

3(53$1(/
('*(2)3$1(/7<3
2))6(7)520
('*(2)3$1(/7<3
2))6(7)520

;6(/)7$33,1*606 6&5(:
(0%(')/86+72 3$1(/5()(572(/(9$7,21
$)257<3)$67(1(5/$<287&225',1$7(3$,17(')$&(2))$67(1(5:3$1(/),1,6+ :$//3(53/$1
9(5,)<
231*
0$;
7232)
+$1'/(
),1,6+)/225
)(&$%,1(7:,7+)8//*/$=,1*$1'6$)7/2.
7+()7'(7(55(1738//+$1'/($1':,5(38//3(501)56((63(&6(&7,21 (/(9$7,21
3/$1
7<3
,1&$6(2)),5(
38//+$1'/(),50/<

[6066&5(:6(48$//<63$&('21($&+6,'(

0$;
)25685)$&(028173(5&%&%
),5(
(;7,1*8,6+(5 ),5((;7,1*8,6+(56,*1$*(

%$&.,1*3(56
),5((;7,1*8,6+(5 '(&$/21*/$66'22572127(),5((;7,1*8,6+(5 ,1&$6(2)),5(38//+$1'/(),50/<
6/23( 6/23(
),1,6+$66&+('8/('
&$67,13/$&(&,5&8/$5)/225'5$,1
6((3/80%,1*':*6
$:$//:$,16&27%2876,'(&251(5
&217$/80,18075$16,7,21$/('*(75,06(((/(9$7,216)25/2&$7,216+(,*+7:$//7,/(3(5),1,6+6&+('8/(%$&.(5%2$5':$//7,/(7<3%$&.(5%2$5':$//7,/(:+(5(2&&856&217$/80,18075$16,7,21$/('*(75,06(((/(9$7,216)25/2&$7,216 &,16,'(&251(5
:$//7,/(7<3%$&.(5%2$5'&217$/80,18075$16,7,21$/,17&251(575,06(((/(9$7,216)25/2&$7,216 &21&5(7((32;<
&21&5(7((32;<
'%
&$53(7/97
5('8&(5675,3
&21&5(7(
&$53(7/97 &$53(7/97
$

&$53(772&203/<:,7+&%&%
7+5(6+2/'672%(+,*+0$;3(5&%&%
'2253(56&+('8/(
,)$33/,&$%/(

&
&$53(7
5('8&(5675,3
/97
:$//%$&.,1*3(56'8$/'5,1.,1*)2817$,1$77$&+723/$7($63(50$18)$&785(5 65(48,5(0(176)53
6((),1,6+/(*(1'67$,1/(6667((/&29(53/$7(6833/,('
$63$572)7+('8$/
'5,1.,1*)2817$,1
0,1
606#2&
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

30
7UYW
63(&,$/7<
'(7$,/6
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ 63(&,$/7<'(7$,/6
$
&,7<2)6$&5$0(172
.& -3
6&$/(

*5$%%$5
6&$/(
176 &/($5$1&($7'2256
6&$/(

75(6+2/'75$167,21
6&$/(

$&&(66,%/(6,1.
6&$/(

0$5.(5%2$5'
6&$/(

7$&.$%/(:$// 6&$/(

52//(56+$'( 0$18$/
6&$/(

)(& 6(0,5(&(66(' 6&$/(

&29(%$6('(7$,/
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

:$//02817('&2817(5 6&$/(

)53
6&$/(

6863(1'('&(,/,1*&/28'6 '('8&7,9($/7(51$7( 6&$/(
7$&.%2$5'
'('8&7,9($/7
6&$/(

)(& 02817(' 6&$/(

)/225'5$,1
6&$/(

7,/(75$16,7,216
6&$/(

,177+5(6+2/'6 6&$/(

6:$<&$%/(%5$&,1*
6&$/(

'5,1.,1*)2817$,16(&7,21
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
',))86(5
'5(665,1*
',))86(56($/
5
',$
0,10$;
3$,17('67((/3,3(+$1'5$,/',$%5$&.(7#
2&0$;
6$1'3$,17+$1'5$,/$1'%5$&.(7
#67$,5126,1*

[75866+($'6&5(:6
02817,1*%5$&.(7

%$&.,1*3/$7(
6((6

72&/2)3,3(5$,/
)$&(2):$//
0,1
02817,1*%5$&.(73(50$18)67((/3,3(&2035(66,2163$&(5
5
5

0,10$;
3/8675($''(37+0,1

0,10$;
5
5
+$1'5$,/02817

:,'(<(//2: 6(( $$17,6/,37$3($7723$1'%2772075($'
:,'(<(//2:$17,6/,37$3($7723$1'%2772075($'
',$+$1'5$,/
&217,18286&251(5%($'
127(
0,7(5$//)/$1*(6&87/$7+$1':,5(7,(&21752/-2,176$1'(;3$16,21-2,17672/$7+&217,18286/$7+%(+,1'&21752/-2,176,61273(50,77(' ʐ 23(1,1*
$
%
127(6
$//78%(-2,176 6($067$3(':,7+)2,/7$3(
1276+2:1
0,1&/($5$1&(6+28/'%(0$,17$,1(')520$//62/$78%( &20321(176$1'27+(53/(180&20321(176
62/$578%('20(237,21$/,11(5'20(78%(5,1*'20(6&5(:63$&(5'20(6&5(:'20(6($/)/$6+,1* '(7$,/$
522)6($/$17
522),1*0$7(5,$/
)/$6+,1*6&5(:
'(7$,/%
(;7(16,2178%(72%($'-867('722%7$,1'(6,5('+(,*+7$)) 237,21$/,11(5'20(

$&5</,&2532/<&$5%21$7(

;)$67(1(56(46321%&
7239,(:
)8//6(&7,21

$))
'(7$,/&
&

(
:$//3(53/$1
),1,6+)/225
7+58:$//%22.'523
(/(9$7,21
3/$1

;)/$7+($'&21&5(7(6&5(:$7($&+6,'(723$1'%27720 727$/

0$;
72%22.6/273(5&%&$
&$8/.$//-2,176
%22.'523
%22.'5236,*1
5(
$

),1,6+)/225
685)$&(02817('.12;%2;
(/(9$7,21

7223(1,1*

(
&2/801
(4 (4

;)/$7+($'&21&5(7(6&5(:
0$;

(
&2/801685)$&(02817('.12;%2;
6(&7,21
3(501)5
a

[
0$5.(5%2$5'
6(( $
:$//02817('87/5$6+257

;606 7+52:352-(&725
0$;/%6,1720(7$/%$&.,1*3(56
),5(&21752/
5220

+,*+9,1</67,&.(5/(77(5,1*.12;%2;
6(( $
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
63(&,$/,7<
'(7$,/6
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ 63(&,$/,7<'(7$,/6
$
&,7<2)6$&5$0(172
.& -3
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

+$1'5$,/02817
6&$/(

67$,5+$1'5$,/'(7$,/
6&$/(

3/$67(5&21752/
6&$/(

78%8/$56.</,*+7
$'',7,9($/7(51$7(

6&$/(

%22.'523
6&$/(

.12;%2;
6&$/(

6+2577+52:352-(&725

6&$/(

),5(&21752/5220
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
$//&$6(:25.6+2:1216&+('8/(1271(&(66$5,/<86('21/<7+26(&$6(:25.,7(06&$//('28721,17(5,25(/(9$7,216 $1'25)/2253/$16 6+$//%(86('
&$6(:25.180%(566+2:1216&+('8/($5(7+26(2)7+(:22':25.,167,787( :,
'(6,*1180%(5,1*6<67(0 $//&$6(:25.72%(,167$//('$&&25',1*727+(:,&(57,),('6(60,&,17$//$7,21$1'021,725('&203/,$1&(352*5$0 $//&$%,1(7',0(16,216,1',&$7(',16&+('8/($5(120,1$/2876,'(',0(16,216 $//',0(16,216127('216&+('8/($5(,1,1&+(6 ),//(5675,36$5(5(48,5('$7(1'62)&$%,1(76:+(5(&$%,1(76$5($'-$&(1772:$//6 $//),//(5675,36$7$//7$//$1':$//&$%,1(7672+$9(723$1'%277205(78516 +(,*+7',0(16,2162)%$6(&$%,1(76,1&/8'(),1,6+('7237+,&.1(662) 68%%$6(+(,*+72)81/(6627+(5:,6(127(' +(,*+7',0(6,2162)$35216,1&/8'(),1,6+('7237+,&.1(662)81/(6627+(5:,6(127(' +(,*+7',0(16,2162)7236:,7+$35216)520),1,6+(')/225/,1(6+$//0$7&++(,*+72)$'-$&(17%$6(&$%,1(7681/(6627+(5:,6(127(' $//3/$1',0(16,2162)&$6(:25.$5(&$%,1(7',0(16,21621/< '2127,1&/8'(7236 3529,'(),1,6+('(1'3$1(/6)2568332572)&2817(57236$781'*(5&2817(5(48,30(1725.1((63$&(6:+(5(7+(5(,612$'-$&(17:$//25 &$%,1(77+$7&$1%(86(')256833257
),1,6+$//(;326('3257,2162)&$6(:25.$1'&2817(57236 $//81,76,1&/8',1*23(181,766+$//+$9(&$6(:25.0$18)$&785(5 667$1'$5'&$%,1(7/,1(581/(6627+(5:,6(127(' $//72(63$&(66+$//%(,1+(,*+7$1',1'(37+$1'6+$//5(785172:$//:+(5((1'62)&$%,1(76$5((;326(' $//6+(/9,1*6+$//%($'-867$%/(81/(6627+(5:,6(127(' 3529,'('867&/2685(3$1(/672&(,/,1*25'5233('62)),7$6,1',&$7('21(/(9$7,216253/$1 $//&2817(572366+$//%(2)'(37+6$66+2:1,16&+('8/($1'6+$//%(2)0$;,08035$&7,&$//(1*7+65(48,5('72&21)2507229(5$//%$6( &$%,1(7',0(16,216

3529,'(%$&.63/$6+5(7851$7(1'62)&2817(57236:+(5($'-$&(1772:$//2527+(5)8//+(,*+7&$6(:25. $//6,1.66,1.75,0 (/(&75,&$/,7(066+$//%()851,6+('%<27+(57+$17+(&$6(:25.0$18)$&785(581/(6627+(5:,6(127(' $//&2817(572366+$//%(3/$67,&/$0,1$7(81/(6627+(5:,6(127(' &$6(:25.
)5217

%$&.

723

%27720
)$&(2):$// [&217:22'&/($7 &/*2562)),75()5()/&/*3/$1$1',17(5,25(/(9$7,216 )$67(1(57<3(9$5,(6%$6(8321:$//&216758&7,21$6)2//2:6

:22'678')5$0,1* )+:6:0,13(1(75$7,21,172;:'%/.*0$;)520($(1'$1&%/.*72($:$//678':$$1&7 %5()&$6(:25.)671/2&$7,21(/)25$1&63$&,1* 25 0(7$/678')5$0,1* )+06:0,17+5($'6(;326('%(<21'%$&.,1*3/$7(0$;)520($(1'%$&.,1*3/72%(7+.;+,*+*$/9.6,67/3/$1&3/72($:$//678':;/21*)+065()&$6(:25.)671/2&$7,21(/)25$1&63$&,1* 25 0$6215< ',$+,/7,.:,.%2/7:0,1(0%('0(17 0,1('*(',67$1&(,&&(6120$;)520($(1',167$/72548()7/%5()&$6(:25.)671(/)25$1&63$&,1* 25 &21&5(7( ',$+,/7,.:,.%2/77=:0,1(0%('0(17 0,1('*(',67$1&(,&&(612 0$;)520($(1',167$/72548()7/%5()&$6(:25.)617(/)25$1&63$&,1* 3$57,&/(%2$5'%$6( &217;;7+.*$/9.6,%(176+767/$1*/( 0(',80'(16,7<),%(5%2$5')$6&,$ [*866(7#2&)520($&+(1':[/21*)+:66(7;,1*/8(12 (;326('6&5(:+($'6,1(;326('9(57,&$/ 3257,2162))$6&,$ [/21*)+:6 )520($(1'$1'#2& ',$6,0362167521*%2/7:0,1(0%(''0(17)520($(1' $72& :0,1('*('',67$1&(,&&(612,167$/72548()7/%0,1,0803(5&$%,1(7 127(
5()(572&$6(:25.$1&+25$*('(7$,/6&$6(:25.)$67(1(56&+('8/($1'/2&$7,21(/(9$7,216)25)857+(5(;3/$1$7,21$1''(7$,/ &$%,1(77<3(
$1'6,=(
)$67(1(56&+('8/(
)67148$17,7<,1',&$7(',1($%2;,6727$/180%(52))671,1 ($&+52:5()&$6(:25.)6715/2&$7,21(/(9$7,21
:$//7<3(
&$%,1(7:,'7+
:

:' 07/&08&21&
%$6(&$%,1(7+' &$%,1(7',0(16,2166+2:1,60$;,0806,=()25&$%,1(762)27+(5 6,=(686()67148$1,7,(6)251(;7/$5*(5&$%,1(76,=(
:$//7<3(6+2:1$6:'07/&08$1'&21&,6:$//0$7(5,$/72 :+,&+)671,672%($77$&+('
)67172%(63$&('(48$//<,1($&+52:25/,1(:+(5(6&5(:
)671,686('63$&,1*12772(;&(('2&

0,1
$'-$&(17:$//&216758&7,215())/2253/$1 :$///(*(1')257<3(&217(5723$1'%$&.63/$6+6,1. 5()3/80%,1*':*6%$6(&$%,1(7:+(5(2&&856,168/$7($//3,3,1*81'(56,1.',6326(5:+(5(2&&85681'(56,1.%$6(5()6&+('),1,6+)/225/,1(5()6&+(')25)/225),1 %8%%/(5:+(5(2&&856
&/($5
$&&(66$5($
0$;

0$;
0$;
0,1

0$;727232)6,1.5,0
%277202)$3521

0,1&/572
72%277202)6,1.

0,1&/5.1((63$&(
0$;

127(
3529,'(:,&$%120:12'22562512%:5(0&/2685(3$1(/5()3/$1 (/)257<3(2)&$%5(48,5(' 0$;

0$;

0,1
0$;5($&+5$1*(

&2817(5

&2817(5
)$6&,$3$1(/
:$///,1(
$
%
&
5()725()/&(,/,1*3/$1$1'),16&+(':$//+81*833(5&$%,1(7:$///,1( &(,/,1*/,1(
)$6&,$3$1(/
7$//6725$*(&$%,1(7 &2817(5723$3521 %$6(&$%,1(77<3,&$/&$%,1(76(&7,216 176

3/$1
176

*(1(5$/127(6

)/225/,1(
&$%,1(7:,'7+6((3/$1

%$6(&$%,1(7
&$%,1(7:$//+81*&$%
833(5&$%,1(7

:$//+81*
:$//&216758&7,21 5()3/$1)256,=($1'7<3(:$//+81*$1'%$6(&$%,1(7),//(53$1(/6 :,'(6,*1180%(56
00
//
5()(572&$6(:25.$1&+25$*('(7$,/6 5()(572&$6(:25.$1&+25$*(127(6 5()(572*(1(5$/127(6)25&$6(:25. 5()(572$&&(66,%/(%$6(&$%,1(7'(7$,/ &$6(:25.,1',&$7,21,13/$1
7<3

,1',&$7(6[
$&&(66,%/(/2&$7,21$7
%$6(&$%,1(7:6,1. 7<3
,1',&$7(6[$&&(66,%/(/2&$7,21$7&2817(5723$1'$3521)25%$6(&$%,1(7:6,1.5()(572'(7$,/

012'2256 % :&/2685( 12'2256 25
0$;
(463$&,1*7<3
)6710$;63$&,1* 0$;
'((37$//6725&$%
&$%,1(7:,'7+
:

0$;
(/(9$7,212)%$&.3$1(/
)$67(51(5/2&$7,216
'(7)25',0
5()$1&
&$%,1(7+(,*+7
+

0$;
)$67(1(50$;63$&,1*
:22'678':$//6:
25/$<(562)*<3%' 2&
0(7678':$//6:
/$<(52)*<3%' 2&
0(7678':$//:
/$<(562)*<3%' 2&
0$6215<:$//

2&
&21&5(7(:$//

2&
0$6215<$1'
&21&5(7(:$//672+$9($0,12)$1&+2563(5&$%,1(7$7($&251(5$1'$70,''/(52:
127(
5()&$6(:25.$1&'(7$,/6$1'127(6)25)857+(5(;3/$1$7,21$1''(7$,/ 72352:&(17(52)&$%%2772052:
%$&.3$1(/2)&$%6+2:1,1(/(9$7,21)671/2&$7,21
'%/0,''/(52:21/7$7:'2567/678':$//6[&217:'&/($7 7<3
)671/2&$7,21
0$;
(463$&,1*7<3
)6710$;63$&,1* 0$;
'((3:$//+81*&$%
&$%,1(7:,'7+
:

0$;
(/(9$7,212)%$&.3$1(/
)$67(51(5/2&$7,216
'(7)25',0
5()$1&
&$%,1(7+(,*+7
+

0$;
)$67(1(50$;63$&,1*
:22'250(7678'
:$//:/$<(52)*<3%' #2&
6&5(:60,1$7723 %27)25
:,'(&$%,1:'678':$//

:22'250(7678'
:$//:/$<(562)*<3%' #2&
6&5(:60,1$7723 %27)25
:,'(&$%,1:'678':$//

0$6215<:$//
#2&
&21&5(7(:$//
#2&
0$6215<$1'
&21&5(7(:$//60,1$1&$7($&251(5
127(
5()&$6(:25.$1&'(7$,/6$1'127(6)25)857+(5(;3/$1$7,21$1''(7$,/ 72352:&(17(52)&$%%2772052:
%$&.3$1(/2)&$%6+2:1,1(/(9$7,21
'%/723 %2752:21/<$7:'$1'67/678':$//6[&217:'&/($7 7<3
)671/2&$7,21
0$;
(463$&,1*7<3
)6710$;63$&,1* 0$;
'((3%$6(&$%
&$%,1(7:,'7+
:

0$;
(/(9$7,212)%$&.3$1(/
)$67(51(5/2&$7,216
'(7)25',0
5()$1&
&$%,1(7+(,*+7
+

0$;
127(
5()&$6(:25.$1&'(7$,/6127(6$1'&$6(:25.)6716&+('8/()25)857+(5(;3/$1$7,21$1''(7$,/ 72352:&(17(52)&$%%2772052:
%$&.3$1(/2)&$%6+2:1,1(/(9$7,21
[&217:'&/($75())6716&+(')25180%(52))6715(48,5(')671/2&$7,21 &$%,1(7%$&.,1*

25

/$<(56*<3%'5(
3$57,7,217<3(6&$%,1(7%$&.&$%,1(7723)$67(1(563(56&+('8/([,17(*5$/1$,/(50,17+,&. &$%,1(7$1&+25$*(127(6

)$67(1(56$7&251(5672%(0,10$;)520($&+('*( 7$33,1*6&5(:)$67(1(566+$//+$9('$7$,1$&&25'$1&(:,7+,&&(6$& 5()(572)$67(1(563$&,1*',$*5$06 5()(5727<3,&$/%$&.,1*'(7$,/6 678':$//
$
* 833(5&$%,1(7
723
& %$6(&$%,1(7723
#:$//
$ &$%,1(7%$6(
#:$//
[,17(*5$/1$,/(50,17+,&.&$%,1(7%$&.)$67(1(563(56&+('8/( &$%,1(7%27720
&$%,1(7%$&.,1*
678':$//37&$%,1(7%$6(
+ &$%,1(7723
),1,6+('
' &2817(5723
% &$%,1(7%$6(
&$%,1(7'225
:+(5(2&&856
),1,6+('&$%,1(7723
)$67(1(563(56&+('8/(

25

/$<(56*<3%'5(
3$57,7,217<3(6678':$//[,17(*5$/1$,/(50,17+,&.&$%,1(7%$&.,1*%$&.63/$6+:+(5(2&&85 37&$%,1(7%$6(

)+:6#2&0$;)520(1'2)&$%,1(7&21737[6/((3(5:+,/7,.%7=:0,1(0%(')520($(1' #2&0,13(5&$%,1(7&$%,1(7'225'5$:(5:+(5(2&&85&$%,1(7%27720%$6(3(5),1,6+6&+('8/(
&2817(5723
,17(*5$/&$%,1(71$,/(5%(9(/('('*(

'225'5$:(5:+(5(2&&85&2817(5723
%$6( &$%,1(76
)$67(1(5
7<3(63$&,1*
0,1
(0%('0(17
2)
)$67(1(56 :$//7<3(
0(7$/678'
0,1

6&5(:$7
($&+&251(50,1

3(5&$%,1(7
7$// &$%,1(76
0$;'(37+
0$;+(,*+7

/$<(5*<3%'
0(7$/678'

/$<(56*<3%'
0(7$/678'
)$67(1(5
7<3(63$&,1*
0,1
(0%('0(17
2)
)$67(1(56 :$//7<3(
:$//&$%,1(7)$67(1,1*6&+('8/(

/$<(5*<3%'
0(7$/678'

/$<(56*<3%'
0(7$/678'

+(;:+606
#2& 0,1,080

7+5($'6
(;7(1',1*%(<21'
0(7$/%/2&.,1*
0,1

6&5(:63(5
&$%,1(7

$7($
&251(5

$7
0,''/(52:
)$67(1(5
7<3(63$&,1*
0,1
(0%('0(17
2)
)$67(1(56 :$//7<3(
0,1

6&5(:63(5
&$%,1(7

$7($
&251(5

$7
0,''/(52:
7$// &$%,1(76
0$;'(37+
0$;+(,*+7

+(;:+606
#2&

+(;:+606
#2&
0,1,080

7+5($'6
(;7(1',1*%(<21'
0(7$/%/2&.,1*

+(;:$6+(5
+($'606#2&
0,1,080

7+5($'6
(;7(1',1*%(<21'
0(7$/%/2&.,1*
&$%,1(7+(,*+7

0$;

0,1
0$;
0$;
0,1
(48$/63$&,1*
0$;',67$1&(
&$%,1(7:,'7+
0$;

[,17(*5$/&$%,1(71$,/(50,17+,&.)$67(1(5/2&$7,21 7$//&$%,1(7 0$;'(37+
$//127(6 ',0(16,2167<3,&$/
7<3

1')$67(1(552::+(5(5(48,5('
62/,'32/<0(5
($6($//('*(67<3,17(5*5$/&29('%$&.63/$6+,17(5/2&.(':,7+723#%$&.$1'6,'(662/,':22'&25(:'5,3('*( 2&&856,1%$7+5220621/<

127(
81'(56,'(2)&2817(57236+28/'+$9(3/<:22',1$//52206
7<3
$%
&
'
(
$%
&'
(
127(
63$&,1*%(7:((1)$&(3$1(/66+28/'%((48$/',67$1&()520$'-$&(17)$&(3$1(/67+,6,1&/8'(6'5$:(56$1''225621&$6(:25.7+(',67$1&(%(7:((1'5$:(5'225)$&(3$1(/6%(1($7+&2817(57236,6$/62(48$/,163$&,1*',67$1&(3529,'(+($9<'87<%$1',1*$1'3/<:22'&216758&7,21 (4(4(4(4
(4(4(4(4

&/($5

0,1&/5
3&72:(5
1,&
62/,'685)$&(&2817(5723$1'%$&.6/3$6+
6((),1,6+6&+('8/(3529,'($1',167$//*5200(7$6,1',&7$('21(1/$5*('3/$1)25$&&(6672&$%,1(7%(/2:&21),50/2&$7,21:,7+2:1(5
,167$//5(&(66('5),'3$'&21),506,=($1'/2&$7,21:,7+2:1(5 .((3&/($5$1&()25(48,30(17*5200(7,16,'(3$1(/3529,'()/86+$&&(66'225$1'9(17,/$7,216/276$6,1',&$7(',1(/(9$7,213/$67,&(/$0,1$7( 6((),1,6+6&+('8/((1'3$1(/%(<21'
6(((/(9$7,216
(/(9$7,21 $'8/7
6(&7,21 $'8/7
(/(9$7,21 &+,/'5(1
6+(,*+7$'$

&/($5

0,1&/5
3&72:(5
1,&
62/,'685)$&(&2817(5723$1'%$&.6/3$6+
6((),1,6+6&+('8/(
3529,'($1',167$//*5200(7$6,1',&7$('21(1/$5*('3/$1)25$&&(6672&$%,1(7%(/2:&21),50/2&$7,21:,7+2:1(5
,167$//5(&(66('5),'3$'&21),506,=($1'/2&$7,21:,7+2:1(5 .((3&/($5$1&()25(48,30(173529,'()/86+$&&(66'225$1'9(17,/$7,216/276$6,1',&$7(',1(/(9$7,213/$67,&(/$0,1$7( 6((),1,6+6&+('8/(3/$67,&(/$0,1$7((1'3$1(/%(<21'
6(((/(9$7,216
6(&7,21 &+,/'5(1
6+(,*+7$'$

$77$&+72(;,67,1*678',1/,(82)$'',7,21$/%$&.,1*
&21737[6/((3(5:+,/7,.%7=:0,1(0%(')520($(1' #2&0,13(5&$%,1(7

(
0(7$/678':$//

+(;:+606#($678'
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
0,//:25.
'(7$,/6$1'
6&+('8/(6
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$ 0,//:25.'(7$,/6$1'6&+('8/(6
$
&,7<2)6$&5$0(172
.& -3
6&$/(
176 *(1127(6)25&$6(:25. 6&$/(
176 $1&+25$*(127(6
6&$/(
176 )$67(1(56&+('8/(
6&$/(

$&&(66,%/(&$6(:25.
6&$/(
176 7<3,&$/&$6(:25./(*(1'
6&$/(
176 )$67(1(5/2&$7,21#7$//&$% 6&$/(
176 )$67(1(5/2&$7,21#:$//+81* 6&$/(
176 )$67(1(5/2&$7,21#%$6(&$%,1(7

6&$/(

&$%,1(7$1&+25$*(
6&$/(

&$%,1(7)$67(1(5/2&$7
6&$/(

&2817(57236 6&$/(

&$6(:25.
)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
6&$/(

6(/)&+(&.
287&$6(:25.
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
&/($5$&5</,&3/$67,&
23$48(&2/25('
$&5</,&3/$67,&%$&.,1*
3$,17*5$3+,&21,17(5,25)$&(2)&/($53/$67,&
%$&.*5281'&2/256+$//&2175$67:,7+'225&2/25:+(1,6$,686('&2/2572%(%/8(12 3(56$($0667'
,17(51$7,21$/6<0%2/2)$&&(66,%,/,7<
,6$
21/<$7$&&(66,%/(5(6752206:+,7(,1&2/255()&%&6(&% 127(

$77$&+6,*186,1*7+5(()/$7+($'9$1'$/
5(6,67$17&2817(5681.6&5(:6$1'$'+(6,9(6,*16+$//%(&(17(5('217+('225$1'02817(' $%29(),1)/225/,1(72&(17(52)6,*15()(5726,*1$*(6&+(')25/2&$7,216 :20(1*,5/6

',$

($6(255281'('*(6$70,125&+$0)(5$70$;

:+,7(*5$3+,&,0$*(6 7(;7(48$//<63$&('216,*1121*/$5(%$&.*5281'),1,6+&2/2572%(%/8(12 3(56$($0667'
+,*+/(77(565$,6('0,1
$%29(%$&.*5281'6$166(5,)
833(5&$6(7(;7:20(125*,5/6
$66(/(&7(' :+,7(&2/25
%5$,//()217
&$/,)251,$5281'723&2175$&7('*5$'(%5$,//('2762&%(7:((1&(//65$,6('0,1$%29(%$&.*5281'7(;7$1'%5$,//(72%(&(17(5('216,*1 127(
$77$&+6,*1686,1*)/$7+($'9$1'$/5(6,67$17&2817(5681.6&5(:6$1'$'+(6,9(6,*166+$//%(02817(' 0$;$%29(),1,6+)/225
/,1(727+(%277202)7+(/(77(56$1'
0,1,080$%29(),1,6+)/225/,1(727+(%277202)7+(%5$,//(028176,*121675,.(6,'(2)'2255()(5726,*1$*(6&+('8/()25/2&$7,216 :20(1*,5/6
:20(1

5$',86&251(567<3
($6(255281'('*(6$70,125&+$0)(5$70$;

($6,'( &/($5$&5</,&3/$67,& 23$48(&2/25('
$&5</,&3/$67,&%$&.,1*3$,17*5$3+,&21,17(5,25)$&(2)&/($53/$67,&($6(255281'('*(6$70,125&+$0)(5$70$; %$&.*5281'&2/256+$//&2175$67:,7+'225&2/25:+(1,6$,686('&2/2572%(%/8(12 3(56$($0667'
,17(51$7,21$/6<0%2/2)$&&(66,%,/,7<
,6$
21/<$7$&&(66,%/(5(6752206:+,7(,1&2/255()&%&6(&% 127( $77$&+6,*186,1*7+5(()/$7+($'9$1'$/
5(6,67$17&2817(5681.6&5(:6$1'$'+(6,9(6,*16+$//%(&(17(5('217+('225$1'02817(' $%29(),1)/225/,1(72&(17(52)6,*15()(5726,*1$*(6&+(')25/2&$7,216 0(1%2<6
5$',86$79(57,&(6 7<3

:+,7(*5$3+,&,0$*(6 7(;7(48$//<63$&('216,*1121*/$5(%$&.*5281'),1,6+&2/2572%(%/8(12 3(56$($0667'
+,*+/(77(565$,6('0,1$%29(%$&.*5281'6$166(5,)833(5&$6(7(;7:20(125*,5/6$66(/(&7(' :+,7(&2/25%5$,//()217 &$/,)251,$5281'723&2175$&7('*5$'(%5$,//('2762&%(7:((1&(//65$,6('0,1$%29(%$&.*5281'7(;7$1'%5$,//(72%(&(17(5('216,*1 127(

$77$&+6,*1686,1*)/$7+($'9$1'$/5(6,67$17&2817(5681. 6&5(:6$1'$'+(6,9(6,*166+$//%(02817('
0$;$%29(),1,6+)/225/,1(727+(%277202)7+(/(77(56$1' 0,1,080
$%29(),1,6+)/225/,1(727+(%277202)7+(%5$,//(028176,*1 21675,.(6,'(2)'2255()(5726,*1$*(6&+('8/()25/2&$7,216 0(1

0(1%2<6

5$',86&251(567<3($6(255281'('*(6$70,125&+$0)(5$70$; 2)),&(
$
%5$,//()217
&$/,)251,$5281'723&2175$&7('*5$'(%5$,//('2762&%(7:((1&(//65$,6('0,1$%29(%$&.*5281'52201$0(7(;7 +,*+/(77(565$,6('0,1$%29(%$&.*5281')217 6$166(5,)833(5&$6(7(;772%('(7(50,1('&2/25
$66(/(&7('D E D
121*/$5(%$&.*5281'2)&2175$67,1*&2/25727(;7:,'(5$,6('%25'(5&2/25720$7&+7(;77(;7$1'%5$,//(72%(&(17(5('216,*1 127(
3529,'(0(&+$1,&$/02817,1*:9$1'$/5(6,67$17)$67(1(563529,'($'+(6,9(02817,1*6<67(0:+(1$77$&+('72*/$=,1*5()(5726,*1$*(6&+(')25/2&$7,216

&251(55$',86

0$;727+(%277202)7+(723/,1(
),1,6+)/225

0,172%5$,//(

D E
a
52201$0(5220180%(5
($6(255281'('*(6$70,125&+$0)(5$70$;&/($5$&5</,&3/$67,&23$48(&2/25('$&5</,&3/$67,&%$&.,1*3$,17*5$3+,&21,17(5,25)$&(2)&/($53/$67,&&/($5$&5</,&3/$67,& %$&.*5281'&2/256+$//&2175$67:,7+'225&2/25:+(1,6$,686('&2/2572%(%/8(12 3(56$($0667'
,17(51$7,21$/6<0%2/2)$&&(66,%,/,7<
,6$
21/<$7$&&(66,%/(5(6752206:+,7(,1&2/25
127(
5()&%&6(&%$77$&+6,*186,1*)/$7+($'9$1'$/5(6,67$17&2817(5681.6&5(:6$1'$'+(6,9(6,*16+$//%(&(17(5('217+('225$1'02817(' $%29(),1)/225/,1(72&(17(52)6,*15()(5726,*1$*(6&+(')25/2&$7,216 5(675220

',$

5$',86$79(57,&(6 7<375,$1*/($1'&,5&/(72%(2)&2175$67,1*&2/25672($27+(5 5(675220

121*/$5(%$&.*5281'),1,6+ &2/2572%(%/8(12

3(56$($0667'
%5$,//()217
&$/,)251,$5281'723&2175$&7('*5$'(%5$,//('2762&%(7:((1&(//65$,6('0,1$%29(%$&.*5281'+,*+/(77(565$,6('0,1$%29(%$&.*5281'6$166(5,)833(5&$6(7(;75(675220$66+2:1 :+,7(&2/257(;7%5$,//(72%(&(17(5('216,*1 127(
$77$&+6,*1686,1*)/$7+($'9$1'$/5(6,67$17&2817(5681.6&5(:6$1'$'+(6,9(6,*166+$//%(02817(' 0$;$%29(),1,6+)/225/,1(727+(%277202)7+(/(77(56$1' 0,1,080$%29(),1,6+)/225/,1(727+(%277202)7+(%5$,//(028176,*121675,.(6,'(2)'2255()(5726,*1$*(6&+('8/()25/2&$7,216 5(675220

5$',86&251(567<3($6(255281'('*(6$70,125&+$0)(5$70$; 127(
$7$//'28%/('2256/2&$7(6,*1$*($'-$&(1772-$0%2),1$&7,9(/($)2)'2253$,53529,'( '(*5((,1+,%,7257<3(&/26(521,1$&7,9('225
$&&(6,%/(5(6752206<0%2/$7$//5(675220'2256 5()(5726,*1$*(6&+('8/(685)$&(02817('$&&(66,%/((175<6,*1$7&255(/$7,1*'22502817$7675,.(6,'(2)'2255()(5726,*1$*(6&+('8/()25$33/,&$7,216685)$&(02817('7$&7,/((;,76,*1:,7+/(77(5,1*$1'%5$,//(72,//8675$7(,1)250$7,21,1',&$7('217$&7,/((;,76,*1$7&255(/$7,1*'225675,.(6,'(2)'2257<35()(5726,*1$*(6&+('8/()25$33/,&$7,216685)$&(02817('5220&21752/6,*1$*(:,7+/(77(5,1*$1'%5$,//(72,//8675$7(,1)250$7,21,1',&$7('215220&21752/6,*1$7&255(/$7,1*'22567,.(6,'(2)'2257<35()(5726,*1$*(6&+('8/()25$33/,&$7,2166&+('8/(''225 5(),1',9,'8$/'(7)25+7

&+$5$&7(53523257,216 6752.(3523257,21
7$&7,/(7(;77(03/$7(3(5
&%&
&$/,)251,$%8,/',1*&2'(
&&5

&$/,)251,$&2'(2)5(*8/$7,2167,7/(3$576(&7,21% :,'7+72+(,*+73523257,217(03/$7(
,+7
,+7
,+7
0$;,080
2),+7
0,1,080
2),+7 0$;
6752.(
:,'7+
2),+7
*(1(5$/127(6
),1,6+$1'&2175$67
&+$5$&7(56$1'7+(,5),1,6+6+$//%(121*/$5(&+$5$&7(566+$//&2175$67:,7+7+(,5%$&.*5281':,7+(,7+(5/,*+7&+$5$&7(5621$'$5.%$&.5*5281'25'$5.&+$5$&7(5621$/,*+7%$&.*5281'5()&%&%3523257,216 &+$5$&7(566+$//+$9($)217:+(5(7+(:,'7+2)7+(833(5&$6(/(77(5,60,1,080$1'0$;,0802)7+(833(5&$6(/(77(5,6752.(7+,&.1(666+$//%(0$;,0802)7+(7+,&.1(662)7+(83(35&$6(,$6,1',&$7('$%29(5()&%&6(&7,21%$1'%7$&7,/()217 6+$//%(833(5&$6(6$16(5,) %(5$,6('$0,1,0802))2176+$//%('83/,&$7(',1%5$,//(5()&%&%+(,*+7 )2176+$//%(0,1,080$1'0$;,080%$6('8321+(,*+72)7+(833(5&$6(,5()&%&%$1'7$%/(%&+$5$&7(563$&,1* 0,12)$1'0$;2)7,0(6&+$5$&7(56752.(:,'7+0($685('%(7:((1&/26(6732,1762)$'-$&(17/(77(56$1'6+$//%(6(3(5$7(')5205$,6('%25'(56$1''(&25$7,9((/(0(1760,1,0805()&%&6(&7,21%/,1(63$&,1* 0,12)$1'0$;2)2)7+(833(5&$6(,+(,*+70($685('%$6(/,1(72%$6(/,1(2)&+$5$&7(567(;76+$//%(+25,=217$/)250$75()&%&% %5$,//()217
&$/,)251,$5281'('723&2175$&7('*5$'(%5$//('2762&%(7:((1&(//65$,6('0,1$%29(%$&.*5281'7(;7 (;,7+,*+/(77(565$,6('0,1$%9%$&.*5281')217 6$166(5,)833(5&$6(&2/25
$66(/(&7('127(
3529,'(0(&+$1,&$/02817,1*:9$1'$/5(6,67$17)$671(563529,'($'+(6,9(02817,1*6<67(0:+(1$77$&+('72*/$=,1*5()(5726,*1$*(6&+(')25/2&$7,216 &251(55$',86:,'(5$,6('%25'(5 &2/25720$7&+7(;7 121*/$5(%$&.*5281'2)&2175$67,1*&2/252)7(;7
),1,6+)/225
(;,7

0$;727(;7

0,172%5$,//(

a
%5$,//()217
&$/,)251,$5281'('723&2175$&7('*5$'(%5$//('2762&%(7:((1&(//65$,6('0,1$%29(%$&.*5281'7(;7 (;,75287(+,*+/(77(565$,6('0,1$%9%$&.*5281')217 6$166(5,)833(5&$6(&2/25
$66(/(&7('127(
3529,'(0(&+$1,&$/02817,1*:9$1'$/5(6,67$17)$671(563529,'($'+(6,9(02817,1*6<67(0:+(1$77$&+('72*/$=,1*5()(5726,*1$*(6&+(')25/2&$7,216 &251(55$',86:,'(5$,6('%25'(5 &2/25720$7&+7(;7 121*/$5(%$&.*5281'2)&2175$67,1*&2/252)7(;7
),1,6+)/225
(;,7
5287(

0$;727(;7

0,172%5$,//(
a

7+(180%(52)3(23/(3(50,77(',17+,652206+$//127(;&((' %<25'(52)7+(
67$7(),5(0$56+$/$1'&$/,)251,$%8,/',1*&2'(
),(/'&2/25
1$9<%/8(+,*+/(77(56)217
+(/9(7,&$&2/25
:+,7(
&%&6(&7,21

7,7/(
&&56(&7,21
+,*+/(77(56)217
$663(&,),('&2/25
$663(&,),('

$65(48,5(' (4 (4
(4 (4
127(
3529,'(21(6,*1,1($&+5220:,7+$12&&83$17/2$'2)25025(/2&$7(6,*1$'-$&(17720$,1(;,7'2252)5220

5()5220/,67%(/2:

52206&+('8/(
52201$0( 0$;2&&83$1&</2$'&20081,7<52205($',1*$5($6
*(1(5$/127(
&$/,)251,$&2175$&7('*5$'(%5$,//(6+$//%(86(':+(5((9(5%5$,//(,6 5(48,5(',1',9,'8$/%5$,//('2766+$//($&+%(',67,1&7$1'6(3$5$7(($&+'276+$//%(5281'('25'20(',1/,(82)648$5(6,'('$1')/$77233(''276+$//%( 72',$;72+,*+5()&%&%% %

'27%$6(',$0(7(5%/$1.&(//63$&(%(:((1:25'65$,6(''27125$,6(''2763$&(%7:1'276,1&255(6321',1*$'-$&(17&(//6 /(77(56

'27',0&/72&/2)'277<363$&(%7:1'276
6$0(&(//
7<36,1*/(%5$,//(&(//
5()&%&7$%/(%%5$,//(',0(16,216
0($685(0(175$1*(
%$6('27',$0(7(5',67$1&(%(7:((1'276,17+(6$0(&(// ',67$1&(%(7:((1&255(6321',1*'276,1$'-$&(17&(//6
'27+(,*+7
',67$1&(%(7:((1&255(6321',1*'276)520&(//',5(&7/<%(/2:

0($685(0(17,6&(17(572&(17(52)'27
0,1,080$1'0$;,080,1,1&+(6
7272
72
9(57',0%7:1'276,1&255(6321',1*&(//6',5(&7/<%(/2:

72
,17(51$7,21$/6<0%2/2)$&&(66,%,/,7<::+,7(6<0%2/*5$3+,&65()&%&6(&%121*/$5(%$&.*5281'7(;772%(&2175$67,1*&2/25:,'(:+,7(%25'(5&251(55$',86127( 3529,'(0(&+$1,&$/02817,1*:9$1'$/5(6,67$17)$671(563529,'($'+(6,9(02817,1*6<67(0:+(1$77$&+('72*/$=,1*5()(5726,*1$*(6&+(')25/2&$7,216

$))0,1
,17(51$7,21$/6<0%2/2)$&&(66,%,/,7<::+,7(6<0%2/*5$3+,&65()&%&6(&%121*/$5(%$&.*5281'7(;772%(&2175$67,1*&2/25 &251(55$',86
127(
3529,'(0(&+$1,&$/02817,1*:9$1'$/5(6,67$17)$671(563529,'($'+(6,9(02817,1*6<67(0:+(1$77$&+('72*/$=,1*5()(5726,*1$*(6&+(')25/2&$7,216

0,1 0$;
$&&(66,%/(
6((3/$1)25$552:',5(&7,21
127(
3529,'(0(&+$1,&$/02817,1*:9$1'$/5(6,67$17)$671(563529,'($'+(6,9(02817,1*6<67(0:+(1$77$&+('72*/$=,1*5()(5726,*1$*(6&+(')25/2&$7,216 ),1,6+)/225
12602.,1*

12602.,1*6<0%2/,1+(,*+7+,*+7(;7
7 <
3 5
0$;
0,1
$

$
$

$
$
$
$
$
$

$
$

$
$
$
$

127$1(;,7

121*/$5(%$&.*5281'),1,6+ &2/2572%('(&,'('%<$5&+,7(&7 %5$,//()217
&$/,)251,$5281'723&2175$&7('*5$'(%5$,//('2762&%(7:((1&(//65$,6('0,1$%29(%$&.*5281'+,*+/(77(565$,6('0,1$%29(%$&.*5281'6$166(5,)833(5&$6(7(;7127$1(;,7$66+2:1 :+,7(&2/257(;7%5$,//(72%(&(17(5('216,*1 127(
$77$&+6,*1686,1*)/$7+($'9$1'$/5(6,67$17&2817(5681.6&5(:6$1'$'+(6,9(6,*166+$//%(02817(' 0$;$%29(),1,6+)/225/,1(727+(%277202)7+(/(77(56$1' 0,1,080$%29(),1,6+)/225/,1(727+(%277202)7+(%5$,//(028176,*121675,.(6,'(2)'2255()(5726,*1$*(6&+('8/($1'&2'($1$/<6,6)/2253/$1)25/2&$7,216
5$',86&251(567<3($6(255281'('*(6$70,125&+$0)(5$70$; 1238%/,&$&&(66
6(59,&(
3(56211(/21/<
(;,67,1*67$,5672%(5(/2&$7('72$/,*1:,7+:,'7+2)'2251(::$//,1),//+(,*+772(;7(1'72%277202)'225 6((3/$1$1'6(&7,21)25&/$5,),&$7,21
3/$16(&7,21
6,*1$*(72%(02817('72'225
:5$3:,7+3/<:22'21$//6,'(6
)$67(1$7($(;,67,1*678'
$/,*1:,7+%277202)'225
%22.'523

121*/$5(%$&.*5281'),1,6+
&2/2572%(7($/%5$,//()217
&$/,)251,$5281'723&2175$&7('*5$'(%5$,//('2762&%(7:((1&(//65$,6('0,1$%29(%$&.*5281'+,*+/(77(565$,6('0,1$%29(%$&.*5281'6$166(5,)833(5&$6(7(;7%22.'523$66+2:1 :+,7(&2/257(;7%5$,//(72%(&(17(5('216,*1 127(
$77$&+6,*1686,1*)/$7+($'9$1'$/5(6,67$17&2817(5681.6&5(:6$1'$'+(6,9(6,*166+$//%(02817(' 0$;$%29(),1,6+)/225/,1(727+(%277202)7+(/(77(56$1' 0,1,080$%29(),1,6+)/225/,1(727+(%277202)7+(%5$,//(028176,*121675,.(6,'(2)'2255()(572(;7(5,25(/(9$7,216)25/2&$7,216
5$',86&251(567<3
127(
$77$&+$77232)),5(5$7(':$//621($&+6,'($7
0$;,17(59$/6$1':,7+,1
0$;)520:$//(1'6
),5(%$55,(5
3527(&7$//23(1,1*6
$1'3(1(75$7,216
+55$7('

$77(17,21
&217$&7%8,/',1*(1*,1((5 %()25(&877,1*,172:$//

9,1</67,&.(5
5(675220
121*/$5(%$&.*5281'),1,6+&2/2572%(%/8(12
3(56$($0667'
+,*+/(77(566$166(5,)833(5&$6(7(;75(675220$66+2:1 :+,7(&2/25 127(
$77$&+6,*1686,1*)/$7+($'9$1'$/5(6,67$17&2817(5681.6&5(:6$1'$'+(6,9(

(
:$//
$))
67$03
$5&+,7(&7 3%.,QF
'$7(
352-(&7180%(5
&/,(17
1RWIRUSHUPLWWLQJRUFRQVWUXFWLRQ
5(9,6,216
3%.FRP
'5$:1%<
&+.('%<

&216758&7,21'2&80(17
1257+6$&5$0(172+$**,1:22'/,%5$5<
&216758&7,21'2&80(17
&
?8VHUV?NFODQF\?'RFXPHQWV?
B16+/BBNHOO\FODQF\<6=

$0
7UYW
6,*1$*(
'(7$,/6
0$<

&,7<2)6$&5$0(172
'(/3$62%/9'
6$&5$0(172&$

$
6,*1$*('(7$,/6
$

&,7<2)6$&5$0(172
.& -3
:20(165(6752206<0%2/

:$//07'5(67506,*1

0(165(6752206<0%2/

:$//07'5(67506,*1

5220&21752/6,*1$*(

$*5(6752206<0%2/

$*:$//5(6752206,*1

6,*1$*(02817,1*'(7$,/

6,*1$*(7(03/$7(

(;,76,*1

(;,75287(6,*1

50&$3$&,7<6,*1'(7

6,*1$*(6&+('8/(
,7(0'(6&5,37,21
)(0$/(5(675220'2256<0%2/
'(7$,/ /2&$7,21
$//)(0$/(5(675220'2256
0$/(5(675220'2256<0%2/ $//0$/(5(675220'2256
5(675220'2256<0%2/ $//6,1*/(86(5(675220'2256
0$/(5(675220:$//6,*1 $//0$/(5(6752206
)(0$/(5(675220:$//6,*1 $//)(0$/(5(6752206
5(675220:$//6,*1 $//6,1*/(86(5(6752206
$&&(66,%/((175<6,*1 $//0$,1(;7(5,25%8,/',1*(175,(6 7$&7,/((;,76,*1
(;7(5,25(;,7
(;7(5,25(;,7'2256
7$&7,/((;,76,*1
&255,'2525+$//:$<
&255,'25$1'+$//:$<(;,7'2256
5220&21752/6,*1$*( $//,17(5,25 (;7(5,2552206
12602.,1*6,*1 $//0$,1(;7(5,25%8,/',1*(175,(6
',5(&7,21$/$&&(666,*1 5()(5726,7(3/$1)25/2&$7,216 $&&(66,%/(3$5.,1*6,*1 $//$&&(66,%/($8723$5.,1*67$//6 $&&(66,%/(9$13$5.,1*6,*1 21($&&(66,%/(9$13$5.,1*67$//6 $&&(66,%/(6<0%2/ $//$&&(66,%/(3$5.,1*67$//6
5220&$3$&,7<6,*1 5()(572'(7$,/)255220/2&$7,216
),5(:$//%$55,(5,'(17,),&$7,216,*1 $//),5($1'602.(%$55,(5:$//6 6(()/2253/$1
*(1(5$/127(6

5()'(7 )2502817,1*5()'(7 )256,*1$*($1'%5$,//(7(03/$7(5()3/$16)25'225/2&$7,216$1'48$17,7<5())/2253/$16$1'6,7(3/$1)256,*1/2&$7,216 127$1(;,7
%5$,//(7(03/$7(
$&&(66,%/((175<6,*1

',5(&7,21$/$&&(666,*1

12602.,1*6<0%2/

)2/620
,URQ3RLQW5RDG6XLWH
)ROVRP&$

1 $
.(<3/$1 758( 1257+ 3/$1 1257+
1238%/,&$&&(666,*1
127$1(;,76,*1

6((&6((&6((&
1238%/,&$&&(66
%22.'523
'2127(17(5
%22.'5236,*1

$7%22.'523
6((3/$1$1'(;7(5,25(/(9$7,21
$721(:$<'5,9(:$<6
6((6,7(3/$1
6(()/2253/$1
),5(:$//,'6,*1

55',5(&7,21$/6,*1

5(675220',5(&7,21$/ 6(()/2253/$1
6(('5$:,1*6
'(6&5,37,21 '$7(
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025

MEETING ROOM
13 FRIENDS ROOM
10 STAFF

WORKROOM
19 STAFF OFFICE
20 CHILDREN'S RR
24 ADULT SEATING
AREA
15 STUDY 2
16 ADULT AREA
12 STAFF

CIRCULATION

COUNTER
18 AG RR
9 STAFF AREA
1 FLEX RM
3 OFFICE
4 OFFICE
5 OFFICE
6 STAFF BREAK
7 AG RR
8 COMMUNITY
ROOM
26 KITCHENETTE
28 MOBILE

SERVICES
29 SUPERVISOR'S
OFFICE
30 STORAGE ROOM
31 COMP STORAGE
37 MENS RR
33 WOMENS RR
32 MAKER SPACE &

KITCHENETTE
35 TEEN AREA
17 LOBBY/FOYER
14 COMMUNITY

ROOM STORAGE
27 FIRE RISER
36 HALLWAY
00 HALLWAY
00 CHILDREN CPU
22 AMHS
2 CHILDRENS'
AREA
23 AG RR
21 ADA

READING AREA
11 D1 D2 D3 D4 D5 D5 D6
D7
D8
(
(7$76
/ ,&(16 $
,$ 15
,)2 2) &$/
5&+,7(&7 '
0$;,9$10(',1$
&
5(1
(
(7$76
/ ,&(16 $
,$ 15
,)2 2) &$/
5&+,7(&7 '
0$;,9$10(',1$
&
5(1
5(1(:$/'$7(

&
/ ,&(16(' $5&+ ,7(&7
67$ 7 ( 2) & $ / , )251 , $
$
17+21< -8/(6 +$55,
6 &
17+ 55,
6 COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
STAFF

CIRCULATION

COUNTER
18 D1 D2 D3 D4 D5 D5 D6
D7
D8
(
(7$76
/ ,&(16 $
,$ 15
,)2 2) &$/
5&+,7(&7 '
0$;,9$10(',1$
&
5(1
(
(7$76
/ ,&(16 $
,$ 15
,)2 2) &$/
5&+,7(&7 '
0$;,9$10(',1$
&
5(1
5(1(:$/'$7(

&
/ ,&(16(' $5&+ ,7(&7
67$ 7 ( 2) & $ / , )251 , $
$
17+21< -8/(6 +$55,
6 &
17+ 55,
6 COM-2500586 1124 DEL PASO BLVD JOBCOPY
This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025

MEETING ROOM
13 FRIENDS ROOM
10 STAFF

WORKROOM
19 STAFF OFFICE
20 CHILDREN'S RR
24 ADULT SEATING
AREA
15 STUDY 2
16 ADULT AREA
12 STAFF

CIRCULATION

COUNTER
18 AG RR
9 STAFF AREA
1 FLEX RM
3 OFFICE
4 OFFICE
5 OFFICE
6 STAFF BREAK
7 AG RR
8 COMMUNITY
ROOM
26 KITCHENETTE
28 MOBILE

SERVICES
29 SUPERVISOR'S
OFFICE
30 STORAGE ROOM
31 COMP STORAGE
37 MENS RR
33 WOMENS RR
32 MAKER SPACE &

KITCHENETTE
35 TEEN AREA
17 LOBBY/FOYER
14 COMMUNITY

ROOM STORAGE
27 FIRE RISER
36 HALLWAY
00 HALLWAY
00 CHILDREN CPU
22 AMHS
2 CHILDRENS'
AREA
23 AG RR
21 ADA

READING AREA
11 File Path
6/8/2008 10:14:26 PM
12/16/2024
220389

CITY OF SACRAMENTO
1122-1124 DEL PASO
BLVD

SACRAMENTO, CA
95815
A2.01 - SHEET NAME

LJW LJW

CONSTRUCTION DOCUMENT

CONSTRUCTION DOCUMENT
Only for anchorage of 72" height andless height book shelves. 03/23/2025 Only for anchorage of 72" nominal height (73 1/2" +/- net height) 03.23.25 1 1 PLAN CHECK #1 03.04.25
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
File Path
6/8/2008 10:14:26 PM
12/16/2024
220389

CITY OF SACRAMENTO
1122-1124 DEL PASO
BLVD

SACRAMENTO, CA
95815
A2.01 - SHEET NAME

LJW LJW

CONSTRUCTION DOCUMENT

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Jul 01, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
UP

SOUTHGATE RD

DEL PASO BLVD

DEL PASO BOULEVARD

DEL PASO BLVD LOCHBRAE RD ALLEY
STAMP
ARCHITECT PBK, Inc.

Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\220389_NSHL_06.20.24_kelly.clancyYSZ4T.rvt 7/9/2024 9:42:43 AM
A2.01 - FLOOR PLAN
HH LD
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN TRUE NORTH PLAN NORTH

NORTH SACRAMENTO HAGGINWOOD LIBRARY

CITY OF SACRAMENTO
1122-1124 DEL PASO BLVD
SACRAMENTO, CA 95815

CONSTRUCTION DOCUMENT
05/23/2025
220389

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT

CONSTRUCTION DOCUMENT
LEAF

E N G I N E E R S

A COMPANY PBK

SACRAMENTO
2520 Venture Oaks Way, Suite 440
Sacramento, CA 95833
916-927-3333 P
916-682-0990 F
MEP Engineering \\ Technology
1646 N. California Blvd, Ste 400
Walnut Creek, CA 94596
925-940-2200 / bkf.com
Civil Engineering
1 PLAN CHECK COMMENTS 05-23-2025
2 OWNER CHANGES 05-23-2025

EXISTING CONDITIONS

AND DEMOLITION
PLAN
C1.0 scale 1" = 10'
10 0 10
feet
20 COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025

DEL PASO BOULEVARD
UP
NO

PARKING
C
CCCC
C C
C
C
C
C
C
C
C
C

NO PARKING

MOTORCYCLE
ONLY
C
C
NO

PARKING SOUTHGATE RD

DEL PASO BLVD

DEL PASO BLVD LOCHBRAE RD ALLEY
”
”
”
“ ” “ ”
“ ”
C
STAMP
ARCHITECT PBK, Inc.

Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

C:\Users\kclancy\Documents\220389_NSHL_06.20.24_kelly.clancyYSZ4T.rvt 7/9/2024 9:42:43 AM
A2.01 - FLOOR PLAN
HH LD
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN TRUE NORTH PLAN NORTH

NORTH SACRAMENTO HAGGINWOOD LIBRARY

CITY OF SACRAMENTO
1122-1124 DEL PASO BLVD
SACRAMENTO, CA 95815

CONSTRUCTION DOCUMENT
05/23/2025
220389

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT

CONSTRUCTION DOCUMENT
LEAF

E N G I N E E R S

A COMPANY PBK

CONTROL, GRADING

AND UTILITY PLAN
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025
LIFE SAFETY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT

APPROVED
City of Sacramento Plan Review

DEPARTMENT OF UTILITIES
Emmerson Zapata 06/30/2025
This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025

PLANTING NOTES

1. PLANT MATERIAL QUANTITIES SHOWN ON DRAWINGS ARE INFORMATIONAL ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL PLANT MATERIAL REQUIRED.

2. IMMEDIATELY AFTER AWARD OF CONTRACT, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF SPECIFIED PLANT MATERIAL IS AVAILABLE FROM COMMERCIALNURSERIES. IN CASE A PLANT IS NOT AVAILABLE, THE LANDSCAPE ARCHITECT WILL PROVIDE ALTERNATE PLANT MATERIAL SELECTIONS. SUCH CHANGES WILL NOT ALTER THE CONTRACTOR'S ORIGINAL BID PRICE UNLESS A CREDIT IS DUE THE OWNER.

3. EXCAVATED PLANT PITS SHALL HAVE POSITIVE DRAINAGE. PLANT PITS WHEN FULLY FLOODED WITH WATER SHALL DRAIN WITHIN 6 HOURS OF FILLING. THE CONTRACTOR SHALL ENSURE ALL PLANT PITS HAVE POSITIVE DRAINAGE. SEE SPECIFICATIONS FOR EXACT REQUIREMENTS.

4. ALL PLANT MATERIALS SHALL COMPLY WITH FORM AND CHARACTERISTIC REQUIREMENTS AS SPECIFIED. ALL PLANT MATERIAL WILL COMPLY WITH ANSI Z601 'STANDARD FOR NURSERYSTOCK'.

5. THE CONTRACTOR SHALL CONFORM TO ALL CONDITIONS AND REQUIREMENTS CONTAINED WITHIN THE LANDSCAPE INSTALLATION SPECIFICATIONS. THE CONTRACTOR SHALL HAVE

AVAILABLE ON THE JOB SITE AT ALL TIMES, THE CONSTRUCTION ISSUE SPECIFICATIONS FOR INSPECTION BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL INSERT IN THE PLANS

ALL OFFICIAL/APPROVED ADDENDUMS AND/OR CHANGE ORDERS RELATIVE TO THE LANDSCAPE INSTALLATION IN CHRONOLOGICAL ORDER.

6. THE CONTRACTOR IS RESPONSIBLE FOR SOIL EROSION CONTROL MEASURES THAT MAY BE REQUIRED THROUGH THE DURATION OF THE CONTRACT PERIOD. SHOULD THERE BE EXISTING

SOIL EROSION CONDITIONS THAT REQUIRE MITIGATION WHEN THE CONTRACTOR INITIALLY

ACCEPTS THE SITE, THE LANDSCAPE ARCHITECT AND OWNER SHOULD BE ALERTED TO ITS EXISTENCE. FAILURE OF THE CONTRACTOR TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMPLIES ACCEPTANCE OF THE SITE BY THE CONTRACTOR IN ITS EXISTINGCONDITION. ALL COSTS NECESSARY TO MITIGATE EXISTING EROSION PROBLEMS SHALL BE

AT THE CONTRACTOR'S EXPENSE AND AT NO EXTRA COST TO THE OWNER OR INCREASE THE ORIGINAL BID AMOUNT.

7. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY SYSTEMS PRIOR TO BEGINNING ANY PHASE OF CONSTRUCTION THAT MAY CAUSE DAMAGE TOEXISTING STRUCTURES. CALL U.S.A. TO LOCATE ALL EXISTING UTILITIES (800) 227-2600. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR/REPLACEMENT OF DAMAGED

UTILITIES, TO THE SATISFACTION OF THE OWNER OR GOVERNING AGENCY AND AT NO EXTRA COST TO THE OWNER OR INCREASE IN BID AMOUNT.

8. INCORPORATE COMPOST AT A RATE OF AT LEAST FOUR CUBIC YARDS PER 1,000 SQUARE

FEET TO A DEPTH OF SIX INCHES INTO LANDSCAPE AREA (UNLESS CONTRA-INDICATED BY A SOIL TEST).

9. ALL NON-TURF PLANTING AREAS (EXCEPT L.I.D. TREATMENT AREAS) SHALL BE TOP DRESSED WITH A 3" LAYER OF CHIPPED BARK MULCH. PARTICLE SIZE SHALL BE A MINIMUM OF TWO (2) INCHES. L.I.D. TREATMENT AREAS TO RECEIVE A 3" MIN. LAYER OF 1"-3" COBBLE IN LIEU OF BARK MULCH.

10. NO TREE SHALL BE PLANTED WITHIN FIVE (5) FEET OF UNDERGROUND WATER MAINS.11. TREES PLANTED WITHIN FIVE (5) FEET OF SIDEWALKS OR CURBS SHALL RECEIVE ROOT

BARRIERS

12. ALL PLANTING WORK SHALL BE IN ACCORDANCE WITH CURRENT CITY OF SACRAMENTO STANDARD SPECIFICATIONS.

13. AT THE END OF THE ESTABLISHMENT PERIOD, A FINAL WALK THROUGH WILL BE CONDUCTED

BY THE CONTRACTOR, TO INCLUDE THE LANDSCAPE ARCHITECT OF RECORD AND THE OWNER'S REPRESENTATIVE.

DEL PASO BLVD DEL PASO BLVD

SOUTHGATE RD

DEL PASO BLVD LOCHBRAE RD ALLEY DEL PASO BLVD LOCHBRAE RD ALLEY BF
J
30' F
30' TQ 35' TQ
80' H
35' F
35' F
35' F
35' F 35' F 35' H
35' H
35' F 35' F
30' F
35' TQ
20' TQ
20' TQ

CODE DESCRIPTION
1 GENERAL KEYNOTES
(E) ON-SITE TREES, PROTECT IN PLACE, TYP.(E) TREE STRUMP TO BE REMOVED. ABIDE BY TREE PRESERVATION NOTES.
(E) TREE TO BE REMOVED AND REPLACED AS
SHOWN, TYP. OF (4).
(E) GRASS TO BE CLEARED AND GRUBBED WITHIN
PARKING LOT PLANTERS. FINISH GRADE TO ALLOWFOR MULCH TO SIT 1" BELOW TOP OF CURB, TYP.REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFO.
(E) GRASS TO BE CLEARED AND GRUBBED WITHIN
STREET PLANTERS. INSTALL 4" DEPTH OF
DECOMPOSED GRANITE, TYP. CONTRACTOR TOREFER TO TREE PRESERVATION NOTES WHEN WORKING IN AREA BELOW TREE CANOPY. REFER TOARCHITECTURAL PLANS FOR ADDITIONAL INFO. 1-01
1-02
1-03
1-04
1-05

PLANTING KEYNOTES

SYMBOL BOTANICAL NAME COMMON NAME SIZE WATER USE PLANT SIZE QTY TREES
CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. LOW 25`X25` 1 PISTACIA CHINENSIS 'KEITH DAVEY' KEITH DAVEY CHINESE PISTACHE 15 GAL. LOW 35`X35` 5 QUERCUS SUBER CORK OAK 15 GAL. LOW 40`X40` 1

PLANTING SCHEDULE

SYMBOL BOTANICAL NAME COMMON NAME SIZE WATER USE PLANT SIZE QTYSHRUBS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 5 GAL. LOW 4`X2` 8 LOMANDRA LONGIFOLIA 'BREEZE' BREEZE MAT RUSH 1 GAL. LOW 3`X3` 26 MUHLENBERGIA RIGENS DEER GRASS 5 GAL. LOW 4`X4` 6
SALVIA LEUCANTHA 'SANTA BARBARA' SANTA BARBARA MEXICAN BUSH SAGE 1 GAL. LOW 3`X4` 8

DECOMPOSED GRANITE

MULCH ONLY
LIMIT OF AREA FOR SHADE CALCULATIONS:

STAMP
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT
Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

NORTH SACRAMENTO HAGGINWOOD LIBRARY

CONSTRUCTION DOCUMENT
This document is for plan review only

CONSTRUCTION DOCUMENT
C:\Users\kclancy\Documents\220389_NSHL_06.20.24_kelly.clancyYSZ4T.rvt 7/9/2024 9:42:43 AM
5/30/2025
220389

CITY OF SACRAMENTO

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
JR JM
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE
0' 15' 30'
(1" = 30'-0")
L1.0

PLANTING NOTES,

SCHEDULE & SHADE

CALCULATIONS
TOTAL LANDSCAPE RENOVATED: 1046 SF
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY

MEET WATER CONSERVATION ORDINANCE
City of Sacramento

APPROVED
Levi Rynearson
Levi Rynearson 07/01/2025
This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025

TREE PRESERVATION NOTES

1. REFER TO CITY OF SACRAMENTO ORDINANCE NO. 2016-0026 FOR THE FULL EXTENT OF TREE MAINTENANCE AND CONSERVATION NOTES.

2. PRIOR TO ANY GRADING, MOVEMENTS OF HEAVY EQUIPMENT, APPROVAL OF IMPROVEMENT PLANS, OR THE ISSUANCE OF ANY PERMITS.

TREE PROTECTION FENCING SHALL BE INSTALLED CONSISTING OF A MINIMUM 4 FOOT TALL HIGH VISIBILITY FENCE (ORANGE PLASTIC SNOW FENCE OR SIMILAR) SHALL BE PLACED AROUND THE PERIMETER FOR THE TREE PROTECTION ZONE (DRIPLINE RADIUS +1 FOOT) FOR ALL TREES TO BE PRESERVED. THE CRZ (CRITICAL ROOT ZONE) IS THE MINIMUM DISTANCE FOR PLACING PROTECTIVE FENCING, BUT TREE PROTECTION FENCING SOULD BE PLACED AS FAR OUTSIDE OF THE CRZ AS POSSIBLE. FENCING SHALL BE REMOVED FOLLOWING CONSTRUCTION BUT PRIOR TO INSTALLATION OF LANDSCAPING MATERIAL.

3. WHENEVER POSSIBLE, FENCE MULTIPLE TREES TOGETHER IN A SINGLE CRZ.

4. SIGNS SHALL BE POSTED ON ALL SIDES OF THE FENCES SURROUNDING EACH TREE, STATING THAT EACH TREE IS TO BE PRESERVED.

5. NO PARKING, PORTABLE TOILETS, DUMPING OR STORAGE OF ANY CONSTRUCTION MATERIALS, INCLUDING OIL, GAS, OR OTHER CHEMICALS, OR OTHER INFRINGEMENT BY WORKERS OR DOMESTICATED ANIMALS IS ALLOWED IN THE CRZ.

6. DO NOT PLACE OR STORE ANY EQUIPMENT OR CONSTRUCTION MATERIALS OR ALLOW FLOW OF ANY OIL, FUEL, CONCRETE MIX OR OTHER DELETERIOUS SUBSTANCE INTO OR OVER WITHIN THE CRZ OF ANY PROTECTED TREE.

7. ALL TREES LOCATED WITHIN 25 FEET OF STRUCTURES SHALL BE PROTECTED FROM STUCCO AND/OR PAINT DURING CONSTRUCTION.

8. GRADING SHALL BE DESIGNED TO AVOID PONDING AND ENSURE PROPER DRAINAGE WITHIN DRIPLINES OF ALL TREES.

9. MINIMIZE DISTURBANCE TO THE NATIVE GROUND SURFACE (GRASS, LEAF, LITTER, OR MULCH) UNDER PRESERVED TREES TO THE GREATEST EXTENT FEASIBLE. ALL BRUSH, EARTH, AND DEBRIS SHALL BE REMOVED IN A MANNER THAT PREVENTS INJURY TO THE TREE.

10. AVOID TRENCHING, GRADING, PAVING, OR OTHERWISE DAMAGING OR DISTURBING ANY EXPOSED ROOTS WITHIN THE CRZ OF A PROTECTED TREE.

11. IF UNDERGROUND UTILITIES AND/OR IRRIGATION TRENCHING ENCROACH WITHIN THE CRZ, THEY SHALL BE BORED OR DRILLED UNDER THE ROOT SYSTEM OF A PROTECTED TREE. IF THIS IS IMPOSSIBLE, TRENCHING SHALL BE COMPLETED BY HAND TOOLS, AIR SPADES, OR OTHER ACCEPTABLE MEASURES UNDER THE SUPERVISION OF AN ISA-CERTIFIED ARBORIST. BORING MACHINERY, BORING PITS, AND SPOILS SHALL BE SET
OUTSIDE OF THE CRZ FENCING.

12. ALL WORK SHALL CONFORM TO THE MOST CURRENT AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) TREE CARE STANDARDS.13. DO NOT SEVER MAJOR ROOTS (1-INCH OR GREATER) UNLESS PERMITTED BY AN ISA-CERTIFIED ARBORIST. CUT ALL ROOTS, REGARDLESS OF SIZE, CLEANLY AT THE EDGE OF GROUND DISTURBANCE WITH PRUNING INSTRUMENTS AND KEEP MOIST UNTIL COVERED WITH SOIL.

14. PRUNING OF LIVING LIMBS OR ROOTS SHALL BE DONE UNDER THE SUPERVISION OF AN ISA-CERTIFIED ARBORIST. ALL PRUNING SHOULD BE DONE BY HAND, AIR KNIFE, OR WATER JET, IN ACCORDANCE WITH ISA STANDARDS USING TREE MAINTENANCE BEST PRACTICES. CLIMBING SPIKES SHOULD NOT BE USED ON LIVING TREES. LIMBS SHOULD BE REMOVED WITH CLEAN CUTS JUST OUTSIDE THE CROWN COLLAR.

15. NATIVE WOODY PLANT MATERIAL (TREES AND SHRUBS TO BE REMOVED) MAY BE CHIPPED OR MULCHED ON THE PROJECT SITE AND PLACED IN A 4 TO 6-INCH DEEP LAYER AROUND EXISTING TREES TO REMAIN. DO NOT PLACE MULCH IN CONTACT WITH THE TRUNK OF PRESERVED TREES.

16. ANY AND ALL EXPOSED ROOTS SHALL BE COVERED WITH PROTECTIVE MATERIAL (E.G. DAMP BURLAP) DURING CONSTRUCTION TO PREVENT DRYING OUT.

17. NO SUPPLEMENTARY IRRIGATION SHALL OCCUR WITHIN SIX FEET OF THE DRIPLINE OF ANY PROTECTED NATIVE OAK.18. NO SIGNS, ROPES, CABLES, OR ANY OTHER ITEM SHALL BE ATTACHED TO A PROTECTED TREE.19. NO BURNING OR USE OF EQUIPMENT WITH AN OPEN FLAME MAY OCCUR NEAR OR WITHIN THE PROTECTED PERIMETER. APPROPRIATE FIRE PREVENTION TECHNIQUES SHALL BE EMPLOYED AROUND ALL TREES TO BE PRESERVED. THIS INCLUDES CUTTING TALL GRASS, REMOVINGFLAMMABLE DEBRIS WITHIN THE TREE PROTECTION ZONE (TPZ), AND PROHIBITING THE USE OF TOOLS THAT MAY CAUSE SPARKS, SUCH AS METAL BLADE TRIMMERS OR MOWERS.

DEL PASO BLVD DEL PASO BLVD

SOUTHGATE RD

DEL PASO BLVD LOCHBRAE RD ALLEY DEL PASO BLVD LOCHBRAE RD ALLEY BF
J
STAMP
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT
Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

NORTH SACRAMENTO HAGGINWOOD LIBRARY

CONSTRUCTION DOCUMENT
This document is for plan review only

CONSTRUCTION DOCUMENT
C:\Users\kclancy\Documents\220389_NSHL_06.20.24_kelly.clancyYSZ4T.rvt 7/9/2024 9:42:43 AM
5/30/2025
220389

CITY OF SACRAMENTO

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
JR JM
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE

CRITICAL ROOT ZONE

SECTION VIEW

TREE PROTECTION
3/4" = 1'-0"
6 7
3 2

KEY NOTES

1. (E) OAK TREE CRITICAL ROOT ZONE (CRZ): TO APPROXIMATE THE CRZ, MEASURE THE DIAMETER OF THE TREE AT 4-1/2 FEET FROM THE GROUND. THIS IS THE DIAMETER AT BREASTHEIGHT OR DBH. FOR EVERY INCH OF DBH, ALLOW 1-1/2 FEET OF RADIUS FOR THE CRZ.

2. 2"x6' STEEL POSTS OR APPROVED EQUAL.

3. TREE PROTECTION FENCE: HIGH DENSITY POLYETHYLENE
FENCING WITH 3.5"x1.5" OPENINGS; COLOR-ORANGE. STEELPOSTS INSTALLED AT 8' O.C.

4. 8.5'X11" SIGN LAMINATED IN PLASTIC SPACED EVERY 50'
ALONG THE FENCE.

6. TREE TRUNK PROTECTION BARRIER - TREES CLOSE TO

ACCESS ROUTE SHOULD HAVE TRUNKS WRAPPED FOR
PROTECTION. PLACE STRAW WATTLES OR 2X4'S PLACED
VERTICALLY + WIRED TOGETHER TO CREATE PROTECTION
LAYER.

7. MIN. 5" THICK LAYER INSIDE TREE PROTECTION AREA.

8. MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION
FENCE UNLESS OTHERWISE INDICATED ON THE PLANS.

NOTES
A. IDENTIFY ANY TREES THAT ARE TO BE RETAINED AND USE

HIGH VISIBILITY, DURABLE FENCING TO DEMARCATE CRZ
AREAS. ENSURE THAT FENCING IS MAINTAINED AT ALL TIMES
DURING THE CONSTRUCTION PHASE.

B. CLEARLY MARK DESIGNATED AREAS FOR WASH-OUT,

STOCKPILING, AND MATERIALS STORAGE WELL OUTSIDE OF
THE CRZ. MAKE SURE RUNOFF FROM WASH-OUT AREAS IS
DIRECTED AWAY FROM TREES.

C. MAKE SURE CHANGES IN SITE GRADING DO NOT RESULT IN

CONCENTRATING WATER FLOWS INTO THE CRZ OR

DEPRIVING TREES OF A SOURCE OF SURFACE WATER TO
WHICH THEY HAVE ADAPTED.

D. DO NOT ALTER THE TERRAIN OR COMPOSITION OF THE
NATURAL SOIL IN THE CRZ. THIS INCLUDES CUTTING, FILLING, OR COMPACTION. SUCH ACTIVITIES CAN SEVER ROOTS,

SUFFOCATE ROOTS, EXPOSE ROOTS TO DRYING AIR, DEPLETE
TOPSOIL, AND CREATE EXCESSIVE POOLING OR RUNOFF.

E. DO NOT ATTACH ROPES, NAILS, CABLES, WIRES OR SIGNS TO PROTECTED TREES.

F. IF ANY EXCAVATION WORK MUST BE DONE IN THE CRZ, USE
HAND TOOLS, WHEN FEASIBLE, TO MINIMIZE THEDISTURBANCE AREA. 1 1
2 3

PLAN VIEW

CRITICAL ROOT ZONE
5 KEEP OUT
TREE

PROTECTION
AREA
4 5
A
P-PR-NOR2-92
0' 10' 20'
(1" = 20'-0")

EXISTING TREES TO REMAIN
L1.1

TREE PRESERVATION

PLAN & DETAILS
PUNICA SP.

GINKGO SP.

CERCIS SP.

GINKGO SP.

QUERCUS SP.

SECURITY FENCE TO

BE PLACED AROUND

PERIMETER OF TREE

PROTECTION ZONE
+ 1' FOOT .

QUERCUS SP.

QUERCUS SP. PUNICA SP.
(E) STREET TREES TO REMAIN,
PROTECT IN PLACE, TYP.

CONTRACTOR MUST HIRE A CERTIFIED ARBORIST TO
EVALUATE HERITAGE OAK TREE. ARBORIST TO

PROVIDE RECOMMENDATIONS FOR PRUNING,

REMOVING DEAD WOOD, AND SELECTIVE PRUNING
IN BRANCHES. CONTRACTOR WILL BE REQUIRED TO

OBTAIN TREE PERMIT TO PROTECT TREE DURING

CONSTRUCTION AND WORK IN/AROUND TREE, REFER

TO CITY OF SACRAMENTO'S WEBSITE FOR MORE
PERMIT INFORMATION.

COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY

MEET WATER CONSERVATION ORDINANCE
City of Sacramento

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025

DEL PASO BLVD

DEL PASO BLVD LOCHBRAE RD ALLEY
1-01
1-01
1-02
1-03
1-04
1-04
1-05

SYMBOL BOTANICAL NAME COMMON NAME
TREES

CERCIS OCCIDENTALIS WESTERN REDBUD

PISTACIA CHINENSIS 'KEITH DAVEY' KEITH DAVEY CHINESE PISTACHE

QUERCUS SUBER CORK OAK

PLANTING SCHEDULE

SYMBOL BOTANICAL NAME COMMON NAMESHRUBS

CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS

LOMANDRA LONGIFOLIA 'BREEZE' BREEZE MAT RUSH

MUHLENBERGIA RIGENS DEER GRASS

SALVIA LEUCANTHA 'SANTA BARBARA' SANTA BARBARA MEXICAN BUSH SAGE

DECOMPOSED GRANITE

MULCH ONLY

CODE DESCRIPTION
1 GENERAL KEYNOTES
(E) ON-SITE TREES, PROTECT IN PLACE, TYP.(E) TREE STRUMP TO BE REMOVED. ABIDE BY TREE PRESERVATION NOTES.
(E) TREE TO BE REMOVED AND REPLACED AS
SHOWN, TYP. OF (4).
(E) GRASS TO BE CLEARED AND GRUBBED WITHIN
PARKING LOT PLANTERS. FINISH GRADE TO ALLOWFOR MULCH TO SIT 1" BELOW TOP OF CURB, TYP.REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFO.
(E) GRASS TO BE CLEARED AND GRUBBED WITHIN
STREET PLANTERS. INSTALL 4" DEPTH OF
DECOMPOSED GRANITE, TYP. CONTRACTOR TOREFER TO TREE PRESERVATION NOTES WHEN WORKING IN AREA BELOW TREE CANOPY. REFER TO
ARCHITECTURAL PLANS FOR ADDITIONAL INFO.
1-01
1-02
1-03
1-04
1-05

PLANTING KEYNOTES
STAMP
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT
Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

NORTH SACRAMENTO HAGGINWOOD LIBRARY

CONSTRUCTION DOCUMENT
This document is for plan review only

CONSTRUCTION DOCUMENT
C:\Users\kclancy\Documents\220389_NSHL_06.20.24_kelly.clancyYSZ4T.rvt 7/9/2024 9:42:43 AM
5/30/2025
220389

CITY OF SACRAMENTO

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
JR JM
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE

NO WORK SHALL BE DONE
WITHIN 10' OF THE EXISTING

OAK TREE TRUNK
MATCHLINE: SEE SHEET L1.3
0' 5' 10'
(1" = 10'-0")
SEE SHEET L1.0 FOR FULL

PLANTING NOTES
(E) STREET TREES TO REMAIN,
PROTECT IN PLACE, TYP.

L1.2

PLANTING PLAN

PLANTER TO

RECEIVE BARK MULCH
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY

MEET WATER CONSERVATION ORDINANCE
City of Sacramento

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025

DEL PASO BLVD

SOUTHGATE RD

DEL PASO BLVD LOCHBRAE RD ALLEY
BF
J
1-03
1-03
1-03
1-01
1-01
1-04
1-04
1-05
1-03
1-04

SYMBOL BOTANICAL NAME COMMON NAME
TREES

CERCIS OCCIDENTALIS WESTERN REDBUD

PISTACIA CHINENSIS 'KEITH DAVEY' KEITH DAVEY CHINESE PISTACHE

QUERCUS SUBER CORK OAK

PLANTING SCHEDULE

SYMBOL BOTANICAL NAME COMMON NAMESHRUBS

CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS

LOMANDRA LONGIFOLIA 'BREEZE' BREEZE MAT RUSH

MUHLENBERGIA RIGENS DEER GRASS

SALVIA LEUCANTHA 'SANTA BARBARA' SANTA BARBARA MEXICAN BUSH SAGE

DECOMPOSED GRANITE

MULCH ONLY

CODE DESCRIPTION
1 GENERAL KEYNOTES
(E) ON-SITE TREES, PROTECT IN PLACE, TYP.(E) TREE STRUMP TO BE REMOVED. ABIDE BY TREE PRESERVATION NOTES.
(E) TREE TO BE REMOVED AND REPLACED AS
SHOWN, TYP. OF (4).
(E) GRASS TO BE CLEARED AND GRUBBED WITHIN
PARKING LOT PLANTERS. FINISH GRADE TO ALLOWFOR MULCH TO SIT 1" BELOW TOP OF CURB, TYP.REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFO.
(E) GRASS TO BE CLEARED AND GRUBBED WITHIN
STREET PLANTERS. INSTALL 4" DEPTH OF
DECOMPOSED GRANITE, TYP. CONTRACTOR TOREFER TO TREE PRESERVATION NOTES WHEN WORKING IN AREA BELOW TREE CANOPY. REFER TO
ARCHITECTURAL PLANS FOR ADDITIONAL INFO.
1-01
1-02
1-03
1-04
1-05

PLANTING KEYNOTES
STAMP
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT
Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

NORTH SACRAMENTO HAGGINWOOD LIBRARY

CONSTRUCTION DOCUMENT
This document is for plan review only

CONSTRUCTION DOCUMENT
C:\Users\kclancy\Documents\220389_NSHL_06.20.24_kelly.clancyYSZ4T.rvt 7/9/2024 9:42:43 AM
5/30/2025
220389

CITY OF SACRAMENTO

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
JR JM
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE
MATCHLINE: SEE SHEET L1.2
0' 5' 10'
(1" = 10'-0")
SEE SHEET 1.0 FOR

PLANTING NOTES
L1.3

PLANTING PLAN
(E) STREET TREES TO REMAIN,
PROTECT IN PLACE, TYP.

PLANTER TORECEIVE BARK MULCH
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY

MEET WATER CONSERVATION ORDINANCE
City of Sacramento

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
STAMP
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT
Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

NORTH SACRAMENTO HAGGINWOOD LIBRARY

CONSTRUCTION DOCUMENT
This document is for plan review only

CONSTRUCTION DOCUMENT
C:\Users\kclancy\Documents\220389_NSHL_06.20.24_kelly.clancyYSZ4T.rvt 7/9/2024 9:42:43 AM
5/30/2025
220389

CITY OF SACRAMENTO

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
JR JM
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

Sacramento City CouncilOctober 7, 2025

Sacramento City Council
October 7, 2025