Contents
School Work
BEACH HOUSE
First Year Fall 2017 Hirohito Kuroki
THE WINERY
Second Year Fall 2018 Nadim Itani
MIXED USE
Third Year Spring 2021 Roberto Sheinberg
Pre-Fabricated ADU
Fourth Year Spring 2022 Yasushi Ishida
The Black Monument
Fifth Year Fall 2022 Robert Clarke
LA Brewery
Fifth Year Spring 2023 Wendy Gilmartin
Firm Work - Andresen Architecture Inc.
CARCELEN HAWTHORNE HOMES
SINGH APARTMENTS
MADISON RETAIL
KAPUKCHYAN PRIVATE RESIDANCE
About Me
For the past two summers I have worked as an intern at a small firm in Fontana, California called Andresen Architecture Inc. This was the first architecture firm that I worked at. Since it was a small firm, I was able to work on many aspects of the projects. I was able to work on site analysis, on designs with clients, and city plan corrections. Prior to working at the architecture firm, I had worked in parents retail store called Pacific Soccer. I still work there when I can when attending school, but it is usually just during the weekends that I can.
I transferred into the Cal Poly Architecture program in 2019 and got into the 3rd year. Previously I had attended Mt. San Antonio Community College, first as a psychology major then as an architect major. I obtained my psychology associates degree before I switched my major to architecture and stayed at Mt. SAC for another two years for the arch associates. The thing that first caught my attention and made me want to switch my major, was the model making.
I Graduated May, 2023 and was offered a job at Andresen Architecture Inc. I have been working there since the beginning of Septemer 2023. I was given this amazing oppertunity to work abroad.
Figure 1a: Picture of the rear elevation of the Physical Model
BEACH HOUSE
Mt. San Antonio College Professor: Hirohito Kuroki
First Year Fall 2017
The Beach house site was located on the Balboa Peninsula in Huntington Beach, California, USA. The project was for a 4 member family with a home work office attached. The purpose of the project was to study a known architect and to attmept to emulate their style. The architect that I choose to study was Tadao Ando. Some of the things I tried to take from Tadao Andos work was not only his use of concrete as the main material but also the curved main entrance which allows for a beautiful reveal of the beach view with a concrete attachment that helps frame the view.
Figure 1b: Picture of the front elevation of the Physical Model
Figure 4c (Top Left): First Floor Plan
A A A B B A B B
Figure 4d( Top Right): Second Floor Plan
Figure 4e (Top): Section A
Living Room Kitchen Garage Office M.Bedroom
Figure 4f (Bottom): Site Section B
Figure 2a: Restaurant/Bar Render
THE WINERY
The focus of this project was interpreting either a landscape or a painting and creating a design from it. Creating iteration after iteration from the chosen object and designing a winery. The clients of this project were three close friends; one is a wine maker, the second a business person, and the third is an investor that is interested in architecture. The site is located in Temecula, California, USA. The total square footage of the program is around 45,740. The program ranged from the necessities of Wine Production,Business/Production, Restaurant and other areas necessary(public restrooms, parking, ect.).
Figure 2b: Photograph of Model Mt. San Antonio College Professor: Nadim Itani Second Year Fall 2018
Figure 2c (Top): Photograph of Main Entrance on the Model
Figure 2d (Bottom): Section showing earthsheltered wine storage
Figure 2e (Top): First Floor
Figure 2f (Bottom): Second Floor
Spring 2021 ARC 3021
M3 Project
Melissa Rosales
Figure 3a: Concept Render
Mixed-Use Apartments
Cal Poly Pomona
Professor: Roberto Sheinberg
Third Year Spring 2021
This is a mixed use project in Los Angeles, CA. It is on the streets of Prospect Ave. and Hollywood Blvd. The requirements was a concrete podium with Type 5 construction on top. A total of 45 residential units on top and retail on the ground level. This design was meant to house those with addiction problems as well as other mental disabilities. The design as a open courtyard to invite the people in.
The planters are used to create separations within the courtyard to create more private spaces.
Commercial 2 Bedroom Unit Studio Public Space Open Space Janitorial Public Restroom Public Laundry Circulation 1 Bedroom Unit
Commercial 2 Bedroom Unit Studio Public Space Open Space Janitorial Public Restroom Public Laundry Circulation 1 Bedroom Unit
MASSING DIAGRAM
MASSING DIAGRAM
Figure 3b: Massing Diagram
Figure 3c-e (Top left -right): Studio Unit, 1-Bedroom Unit & 2-bedroom Unit
Figure 3f (Bottom): Section
Figure 3g: First Unit Gound Level
Exploded Parts
Gypsum Board Insulation 2x8 Wall Framing Plywood sheathing Water Barrier 1x2 Wood Furing Strips Vertical Wood Cladding Concrete Slab Insulation Gravel/sand Roof Drywall 4x4 Wooden Beams 2x6 Roof Framing Insulation Plywood Sheathing Water Barrier Roof Cladding 8 ft Window Frames
Figure 4a: Exploded Axon Diagram
Pre-Fabricated ADUs
This project focused on the fast paste of the Architecture industry and how to efficiently design and build on site. Rather then focusing on designing each ADU separately, each element of the essential floor plan were created as “kits”. There were various versions of bedrooms, bathrooms, kitchen, etc. that were design within certain dimensions. Those parts then could be pieced together to create different sized ADUs quickly and efficiently.
Cal Poly Pomona Professor: Yasushi Ishida Fourth Year Spring 2022 Figure 4b: Render of 2-Bedroom Unit Patio2’ 0’ 8’ 16’ 4’ 2’ 0’ 8’ 4’ Bathroom 6'-8" 3'-0" 2'-4" 2'-0" 2'-0" 3'-0" 5'-0" 3'-0" 2'-0" 15'-0" 14'-0" 12'-0" 2'-0" 3'-0" 5'-9" 1'-3" 3'-10" 14'-0" 2'-0" 3'-6" 4'-5" 3'-0" 5'-6" 3'-5" 3'-9" 3'-6" 2'-4" 2'-7" 3'-3" 4'-8" 8'-0" 2'-0" 2'-6" 3'-6" 5'-0" 3'-0" 2'-0" 2'-6" 3'-1" 14'-0" 3'-0" 2'-8" 3'-0" 3'-2" 5'-5" 3'-0" 3'-0" 3'-5" 14'-0" W/D Bedroom Kitchen 3'-0" 3'-0" 11'-4" 3'-0" 2'-0" 6'-0" 14'-0" 2'-0" 2'-0" 3'-0" 3'-4" 3'-0" 11'-4" 3'-4" 8'-0" 3'-0" 3'-0" 14'-0" 3'-0" 2'-0" 10'-1" 3'-0" 3'-0" 4'-1" 14'-0" 4'-5" 3'-0" 3'-0" 5'-2" 11'-2" 3'-6" 6'-1"
Figure 4c: Examples of options for different layouts
Plan Components
Figure 4d-g (from top left-right to bottom left-right): Assembly of parts
Small Variations
Option A: Studi Space (Floor Area: 418 sf / Lot Coverage: 442 sf)
Option B: Studi space (353 sf)
Option C: Studio with small patio space (395 sf/Lot coverage: 438 sf)
Figure 4h-i (top and bottom left): perspective views of a 1-bedroom and 2-bedroom option2’ 0’ 8’ 16’ 4’
Figure 4j-l: Different options of layouts and sizes
Option C: 1-story, 1-Bedroom (Floor Area: 699 sf / Lot Coverage: 765 sf)
Option C: 1-story, 1-Bedroom (Floor Area: 699 sf / Lot Coverage: 765 sf)
Option A: 1-Bedroom (633 sf)
Option A: 1-Bedroom (633 sf)
Option B: 1-Bedroom with porch space (660 sf/ Lot coverage: 720 sf)
Option B: 1-Bedroom with porch space (660 sf/ Lot coverage: 720 sf)
Medium Variations
Option C: 1-story, 1-Bedroom (Floor Area: 699 sf / Lot Coverage: 765 sf)
Large Variations
Option A: 2-Bedroom with porch (on other sheet)(Floor Area: 936 sf/Lot Coverage: 1,060 sf sf) Option B: 2-Bedroom with porch space (Floor Area: 1,057 sf/Lot coverage: 1,164sf)
Option A: 1-Bedroom (633 sf)
2’ 1’ 0’ 8’ 4’ 1-story, 2-Bedroom (Floor Area: 936 sf/Lot Coverage: 1,060 sf) Large Plan
Figure 4m-r: Different options of layouts and sizes
2’ 0’ 8’ 16’ 4’
2’ 0’ 8’ 16’ 4’ Medium Variations
2’ 0’ 8’ 16’ 4’
Option C: 2-Bedroom with porch space (Floor Area: 1,054 sf/Lot coverage: 1,129sf)
Figure 5a: Concept image of the House project
Precedent Building Massing & Organization Strategies
Cal Poly Pomona
Professor: Robert Clarke
Partner: Gabriella Murguia
Fifth Year Fall 2022
This group project focused on creating architecture that expereses the history of African Americans. For the duration of the semester, we have mainly focused our topic on the power of voices and representing important African-American figures who used their voices to socially impact the community. With this concpet, we watched how it grow from a statue, column, porch, house, to finally, a museum.
Figure 5b: Render of the Museum
Figure 5c-d (top left & bottom): Image of the statue project with the meaning of the symbols
of Reps
Leadership Expansion Freedom Battle Leadership Gathering Healthcare Gathering Connections Jail Reading/Book Club
Figure 5e (top right): The statue and symbols used to create a porch
House
Senate
Figure 5f: Axon view of the House project
Figure 5g (left): Floor Plan of the House Project
Figurre 5h (right): First floor plan of the Museum
Figure 5j (left): Second Floor Plan of the Museum
Figure 5k (right): Third Floor Plan of the Museum
EXTERIOR RENDER
Figure 6a: Exterior RenderPrecedent Building Massing & Organization Strategies
Cal Poly Pomona
Professor: Wendy Gilmartin
Fifth Year Spring 2023
For the senior project, I looked to the future plans for development of the LA river and the community plan for a renewed bike/walking lane in the site location. The future community plan is to remove the concrete from the LA River and allow vegitationand trees to grow there while also renovating the bike path that runs along it. This project is looking to that future change and encouraging traffic along the path. Rather than having the project a level above the renewed path, the project will be dropped down to interact with it. This building will be for the workers nearby in the warehouses and industrial buildings. This will be a place of relaxation for them after hours that will have a clear view of the changed LA river.
Figure 6b: Perspective view
Steel Bracing
Operable Shading
Insulated glass with low-E coating
Steel Column
Finish Concrete Floor
Corrugated deck
Openweb steel joist
Aluminum Mullion
Utility
Entertainment Restroom
Cores Storage Production Gathering
Silicone Sealant
Bracket
Steel Joist
Figure 6c (left): Massing Diagram
Figure 6d (right): Section Detail of Louvers
WALL DETAIL 3/16” = 1’-0”
15. Lab
16. Office
17. Malt Room
18. Conference Room
19. Boiler
20. Utility
GROUND PLAN 1/16” = 1’-0” 7 1. Brew House 2. Fermentation 3. Event Space 4. Bar 5. Restroom 6. Kitchen 7. Storage 8. Staff Lounge 9. Loading 10. Canning/Kegging Room 11. Restaurant 12. Karaoke Rooms 13. Bottle Shop 14. Outdoor Bar 7 7 6 8 9 5 5 11 10 12 4 5 5 1 2 3 6 13 14 5 5 Ground Level Path Level LA River Trail and Bike Path
-5 0
PerrinoPl.
Figure 6e: First Floor Plan
SECTION 1 1/16” = 1’-0”
Figure 6f (top): Section A
Figure 6g (botton):Site Section B
Figure 6h: Exterior Render
Andresen Architecture Inc.
I first began working at Andresen Architecture Inc. in the summer of 2021. It was my first internship at an architecture firm and was welcomed to return the following summer break, 2022. Since I wanted to focus on my education, I only worked during my summer breaks. Once I graduated May 2023, I was offered a full time position at Andresen Architecture Inc. and have been working there since. This firm has been extremely supportive and still allow me to work part time remotely while I settle down in Ireland.
The firm has a combination of residential and commercial projects. I mainly worked on residential projects but would occasionally work on commercial projects when needed. Most of the projects I worked on where either a team project, due to scale, and/or were done under the supervision of my Project manager, Flory Smith, or directly with the owner and Principal architect, Doug Andresen.
A1 A3 A2 ? A4 A1 A1 B1 B3 ? B5 B1 B2 B4 C6 C4 C4 C2 C5 C3 C7 13'-4" 23'-11" +18" 9'-1" 9'-1" 9'-1" 14'-8" 14'-7" 9'-1" 10'-6" 13'-2" 36 IN. X 96 IN. BELLEVILLE SIDE SQUARE LITES PRIMED SMOOTH ELEVATION A 36 IN. X 96 IN. CBELLEVILLE 4 LITE EQUAL MODERN EXTERIOR DOORS FRONT DOOR WITH NO BRICKMOLD MASONITE ELEVATION A 20 IN. H X 3.75 IN. W X 3.75 IN. D OBERON BLACK INTEGRATED LED OUTDOOR WALL SCONCE WAC LIGHTING 18 IN. H X 6 IN. W X 8.75 IN. D ALUMINUM INTEGRATED LED OUTDOOR WALL MOUNT THE GREAT OUTDOORS C 2018 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third par thout first obtaining the express written permission and consent of Douglas Andresen, Architect. C EC ou s C:\Users\NoelAkeh\Andresen Architecture Inc\AAIAccess\P rojects\4_Projects 2020-2029\2021\21-4029 Carcelen Juniper 6-Homes\Re vit\Floor Plans Used\2420 Floor Plan(Recovery).rvt 1/7/2022 2:37:52 PM Plan 2420Elevations Proposed 7 Single Family Residences For: New Legacy Corporation 7 Jan. 2022 16278-16294 Hawthorne Avenue, Fontana, CA 92335 1/4" = 1'-0" Front Elevation A 1/4" = 1'-0" Front Elevation B 1/4" = 1'-0" Front Elevation C Rear Elevation A Right Elevation A Left Elevation B Rear Elevation B Right Elevation B 1/8" = 1'-0" Left Elevation C 1/8" = 1'-0" Rear Elevation C 1/8" = 1'-0" Right Elevation C Material Legend A Mark Material ManufacturerMaterial ColorProduct # A1MAIN STUCCO DUNN EDWARDSCARRARA DET649 A2ARTISAN SHIPLAP SIDING DUNN EDWARDSWOODED ACRE DE6130 A3VENEER - STONE/VENEER CULTURED STONECOUNTRY LEDGESTONEECHO RIDGE PROFILE A4ENTRY & GARAGE DOORS DUNN EDWARDSBLACK DEA002 Material Legend B MarkMaterial ManufacturerMaterial Color Product # B1MAIN STUCCO DUNN EDWARDSCARRARA DET649 B2FIBER CEMENT LAP SIDINGJAMES HARDIEGRAY SLATEB3VENEER STONE/VENEERCULTURED STONEPRO-FIT ALPINE LEDGESTONEBLACK MOUNTAIN PROFILE B4ENTRY & GARAGE DOORSDUNN EDWARDSBLACK DEA002 B5FASCIA & TRIM DUNN EDWARDSBLACK DEA002 Material Legend C MarkMaterial ManufacturerMaterial ColorProduct # C1MAIN STUCCO DUNN EDWARDSCOOL DECEMBER DEW383 C2HORIZONTAL SIDING SHERWIN WILLIAMSCOOL DECEMBER DEW383 C3ACCENT HORIZONTAL SIDINGDUNN EDWARDSGOLDEN GATE DEC739 C4VENEER STONE/VENEERCULTURED STONESCULPTED ASHLARGROUSE C5ENTRY & GARAGE DOORSDUNN EDWARDSBLACK DEA002 C6ROOFING CONCRETE TILEBORAL CHARCOAL BLEND SAXONY 900 SLATE Masonite -Front Doors w/Glass Exterior Lighting A2 A3 A1 A4 A1 A1 A2 A1 B2 B4 B3 A1 B2 B5 13'-1" +8" +0" +8" +8" +0" A2 A1 A4 A1 2'-0" 11'-1" 13'-1" +8" +0" +0" +8" A2 A1 A1 13'-1" +8" +4" +0" A1 A2 C5 C1 C3 C5 C1 C4 C4 C6 C1 13'-6" 2'-0" 15'-6" +8" +0" +0" -6" C6 C4 C1 C1 C3 C5 11'-0" 2'-0" 13'-6" 15'-6" +8" +0" +0" C6 C4 C3 C6 C5 C1 C1 2'-0" 2'-6" 11'-0" 15'-6" +8" +0" +0" C1 C4 C6 C5 1/4" = 1'-0" Front Elevation A 1/4" = 1'-0" Front Elevation B 1/8" = 1'-0" Left Elevation A Material Legend A Mark Material ManufacturerMaterial ColorProduct # A1MAIN STUCCO DUNN EDWARDSCARRARA DET649 A2ARTISAN SHIPLAP SIDING DUNN EDWARDSWOODED ACRE DE6130 A3ENTRY DOOR DUNN EDWARDSBLACK DEA002 A4VENEER STONE/VENEER CULTURED STONECOUNTRY LEDGESTONEECHO RIDGE PROFILE 1/8" = 1'-0" Rear Elevation A 1/8" = 1'-0" Right Elevation A 1/4" = 1'-0" Front Elevation C 1/8" = 1'-0" Left Elevation B 1/8" = 1'-0" Left Elevation C 1/8" = 1'-0" Rear Elevation B 1/8" = 1'-0" Rear Elevation C 1/8" = 1'-0" Right Elevation B 1/8" = 1'-0" Right Elevation C Material Legend B MarkMaterial ManufacturerMaterial Color Product # B2 B3VENEER STONE/VENEERCULTURED STONEPRO-FIT ALPINE LEDGESTONEBLACK MOUNTAIN PROFILE B4ENTRY & GARAGE DOORSDUNN EDWARDSBLACK DEA002 Material Legend C MarkMaterial ManufacturerMaterial ColorProduct # C1MAIN STUCCO DUNN EDWARDSCOOL DECEMBER DEW383 C3ACCENT HORIZONTAL SIDINGDUNN EDWARDSGOLDEN GATE DEC739 C4VENEER STONE/VENEERCULTURED STONESCULPTED ASHLARGROUSE C5ENTRY GARAGE DOOR FASCIA DUNN EDWARDSBLACK DEA002 C6ROOFING CONCRETE TILEBORAL CHARCOAL BLEND SAXONY 900 SLATE Masonite -Front Doors w/Glass Exterior Lighting ARCHITECTURAL STYLE: MODERN ARCHITECTURAL STYLE: MODERN ARCHITECTURAL STYLE: MODERN
Figure 7a: Elevation Options of Plan 2410 and ADU 900
This is a 7-unit project located in Hawthorne Avenue, Fontana, CA 92335, USA. The client asked for a modern architecture style with each unit having a Additional Dwelling Unit on each property. This project contained 3 different floor plans for the main house along 3 floor plans for the ADUs, each containing 3 different elevation options for the client to choose from. This was also down to attempt to create variation in design to the houses from each other. For this project, I worked on various parts from design to construction drawings with 2 coworkers.
Most of the work was done in Revit, but I was assigned with creating the AutoCAD file for Edison Electrical Company that consisted the site plan with the locations of the underground catch basins, the existing and proposed street lights and the piping of all the utilities.
Carcelen Hawthorne Homes - 7 units Andresen Architecture Inc. Team Project Year 2023 Figure 7b: RenderHawthorne Avenue Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 99.71' 84.29' 71 12 38.61' Oleander Avenue Jr. ADU 500 SF PLAN 2410 500 SF PLAN 2470 PLAN 2071 PLAN 2470 ADU 800 5'-0" ADU 1175 2 CAR GARAGE Proposed Concrete Drive Approach per City Standards Proposed Concrete Drive Approach per City Standards 97.23' 7 7 1 4 119.21' 81.68' 65.00' S W 64 25 ADU 1175 16'-0" 2635 1 3 3 6 8 1991 118.88' 100 20 13393 124.59' 93. 54' Se back 5 -0" 5 -0 5 -0 Proposed 6'-0" High Decorative Screen Wall with Decorative Cap Typ. 16 -0" 3-Car Garage 116.22' 93.55' StreetParking Existing One-Story House To Remain Existing Garage To Remain NOT PART OF SCOPE 3707 PLAN 2071 15'-11" ELEV. A ELEV. B ELEV B ELEV C ELEV C ELEV. C ELEV. A ELEV. A Proposed 6'-0" High Decorative Screen Wall with Decorative Cap Typ. Proposed 6'-0" High Decorative Screen Wall with Decorative Cap Typ. Proposed 6'-0" High Decorative Screen Wall with Decorative Cap Typ. Setback 5'-0" Setb ack 22 -0 S e b a c k 2 00 9 S e b a c k 2 00 2 51 0 Setback 5 -0" Setback 5 -0" Setb ack 22 -0 1'-8" Setback 10'-0" 5'-0" 5'0" PLAN 2410 ELEV. A 11-7" 50 S e t b a c k 2 00 1-1 " Setback10-0 " Setback10 '0 " 1-6 " Setback 22-0" 5Setback '0 " Setback10-0 " 3 " Setback 20 -0 Setback 5'0" Setback 22-0" 430 " Setback 220 Setback10'0" Se back 20 -0 S e b a c k 2 00 1 00 5 -0 S e b a c k 2 00 3 75 Setback 10 -0 1 -7" 43" Setb ack 220 Vehicle Spac ng 20 -0" Typ ADU 900 ELEV. C Street Parking 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE Proposed Concrete Drive Approach per City Standards B B C B C B B C B B B B B C C C B B B B B A B C C B B B B B B B B B C B A B B C B B A B C B B C B B A B C B B B C C B B B 3738 4059' 40.51' 42 35 ' 24 -8 5'7 3/16 Setback 22'0" 25-0" 60-7 " 5 91 1 " Decorative Hardscape 1 A-1.1 Decorative Hardscape 1 A-1.1 Decorative Hardscape 1 A-1.1 Decorative Hardscape 1 A-1.1 Decorative Hardscape 1 A-1.1 Decorative Hardscape 1 A-1.1 Decorative Hardscape 1 A-1.1 Decorative Hardscape 1 A-1.1 14 -0 34-6 " 41 -3" N38 °1936"E N89° 45' 48"E N00° 10' 54"W 9 6 1 6 8016' N00° 00' 16"E 19 86' 1 5 6 5 3 124.59 2617 22 58 2024' 29'9" 12.41 N00° 10' 54"W N89° 45' 48"E N19° 53 13 W N89° 45' 48"E N49°05'31"W N00° 00' 16"E N60°2609"W N52 °37 ' 03"E N00° 00' 16"E N89° 45' 44"E N89° 45' 44"E N 6 ° 0 6 1 3 E N00° 10' 54"W N 0 6° 4 7' 5 7" W TrashCarts 14-6 " Trash Carts Trash Carts Trash Carts Trash Carts Proposed Concrete Drive Approach per City Standards Street Park ng Proposed Concrete Drive Approach per C ty Standards 15-5" 14'2" Setback 10'-0" 7'-2" 38 -5" 2 09 4 69 " Setback 5 -0 30 -5" ADU 800 ELEV. A 2 47 " 50 " 41'-3" 7'-5" ADU900 ELEV A PLAN 2071 ELEV. B 3-CAR GARAGE A D U 8 0 0 E L E V B 5 -0" 5'0" 12 -10" 11'-0" 1 3 -8" 5'-0 " 5 -0 5-0 " 10'-4" 33 -4 18-7 " 100 19 2023 96.17' 116.00' 94.57' 9 96 10.91' 24 12 4751 ' 2384 23 62 99' Lot 8 20'-0" 2 -5" 2 -0" 16 -0 4 '-2" 1 60" Trash Carts 811 " S W 12 -0 16-0 " 16-0" 16-0 " S S Fire Hydrant W 16'-0" Existing Street Light Proposed Street Light 60 1 2 3 4 1. 2" TAN PRECISION CAP 2. 8" TAN SPLIT FACE 3. 8" TAN PRECISION 4. FINISH GRADE OR FLATWORK 1. PROVIDE LATCH 2. 5/8" x 5/8" x 0.060" GALVANIZED STEEL BRACE 3. 2" x 2" x 0.120" GALVANIZED STEEL TUBE (PAINT) 4. 5/8" x 5/8" x 0.060" GALVANIZED STEEL PICKETS AT 4" O/C (PAINT) 5. 2" x 2" BALL BEARING STAINLESS STEEL HINGES WITH NON-REMOVEABLE PINS 6. McNICHOLS 5# GRATING PLAIN STEEL MESH TACK WELDED AT 12" O/C ALL AROUND TO STIFFEN GATE (POWDER COAT ENTIRE GATE) Lot #Plan 12071 22071 32470 42410 with 52071 with 62470 72410 1" = 20'-0" Site Plan 2 Decorative Block Wall PLAN 1199 ADU FIRST FLOOR TOTAL FLOOR COVERED ENTRY TOTAL NON- CONDITIONED TOTAL FOOTPRINT PLAN ADU 1199 STANDARD) FIRST FLOOR TOTAL FLOOR GARAGE (2 - CAR) COVERED ENTRY TOTAL NON- CONDITIONED TOTAL FOOTPRINT PLAN 900 ADU FIRST FLOOR TOTAL FLOOR COVERED ENTRY TOTAL FOOTPRINT PLAN 800 ADU FIRST FLOOR TOTAL FLOOR TOTAL FOOTPRINT
Figure 7c: Site Plan
6-210HARDWOOD GUARDRAIL (42" HIGH DIAMETER SPHERE CANNOT PASS LINEAL FOOT FORCE APPLIED PERPENDICULAR 6-220WOOD HANDRAIL WITH METAL BRACKET 200 POUND LOAD AT ANY POINT IN HANDGRIP PORTION OF THE HANDRAIL IN CROSS-SECTIONAL DIMENSION SURFACE. 9-10560# SUPER JUMBO TEX BY "FORTIFIBER STUCCO APPLICATIONS 9-3651/2" THICK GYPSUM BOARD GARAGE SUPPORTING SECOND FLOOR, AND HOUSE. PROVIDE MINIMUM 24” HORIZONTAL RECEPTACLES. GAS VENTS, METAL STOPPED WITH AN APPROVED ASSEMBLY. THE GARAGE SIDE SHALL BE A MINIMUM 9-390PROVIDE ONE LAYER 5/8" TYPE "X" SPACE UNDER STAIRS. ELECTRICAL ONE-HOUR FIRE RATED. 9-500BASE CABINET WITH GRANITE COUNTERTOP UNDERMOUNT LAVATORY. THE FLOW GALLONS PER MINUTE @ 60 PSI 10-1512" WIDE WOOD SHELF AND POLE 36" O/C MAX 10-203/16" THICK MIRROR SET IN "J" META 10-100RECESSED MEDICINE CABINET (TOP 10-12524" LONG TOWEL BAR (+54) PROVIDE 11-30DISHWASHER SPACE 11-52REFRIGERATOR SPACE (PROVIDE 11-80SLIDE-IN GAS COOKTOP WITH OVEN WITH 3.0 SONE MAX. EXHAUST HOOD OUTSIDE AIR HOOD ABOVE
12-05WOOD CORBEL SUPPORTS (STAIN 12-28NEW ISLAND BASE CABINET WITH CERAMIC 12-35LINE OF CABINETS ABOVE
12-46BASE CABINET WITH GRANITE TOP 12-50FULL HEIGHT HARDWOOD PANTRY 12-181DESK WITH WOOD TOP AT +30" AND 15-8060" x 32" x 72” HIGH FIBERGLASS COMB CONNECTIONS ARE PERMITTED IN FLOOR WITH METAL ESCUTCHEON. TUB/SHOWERS SHALL BE PROVIDED BALANCE OR THERMOSTATIC MIXING REINFORCEMENT, SHALL BE LOCATED WITH THE WALL) 15-200TANK-TYPE WATER CLOSET (1.28 GALLONS REINFORCEMENT, SHALL BE LOCATED FLUSH WITH THE WALL) 15-30033" x 22" DOUBLE BOWL SELF-RIMMING DISPOSER
GALLON HEAT PUMP WATER HEATER. OVER TANK, R-4
DW REF. WH CPTL CP TL 4040 A DOOR WINDOW 2 x 4 WOOD STUDS @ 16" O/C (R-15 BETWEEN. GARAGE AND RESIDENCE) 2 x 6 WOOD STUDS @ 16" O/C (R-19 EXTERIOR WALLS) FOR TYP. FLASHING DETAILS C,F,G,H J,L,M P B A,D DOOR NOTES: 1. PROVIDE TWO (2) SPRING HINGES FOR SELF-CLOSING AND LATCHING. 2. PROVIDE ENTRY LOCK AND DEADBOLT LOCK (WITH 1" THROW) TO ALL EXTERIOR DOORS, INLCUDING THE GARAGE TO THE HOUSE 3. PROVIDE 180 DEGREE PEEPHOLE VIEWER AT THE FRONT DOOR E X 8'-0" HIGH SECTIONAL OVERHEAD GARAGE DOOR WITH 3/16" TEMPERED GLASS N A. 1/2" GYPSUM BOARD ON WALLS & 1/2" SAG-RESISTANT GYPSUM BOARD ON CEILINGS TO RECEIVE KNOCK-DOWN TEXTURE WITH TWO COATS LATEX FLAT ENAMEL B. FLOOR MATERIAL CHANGES TO OCCUR IN CENTER OF DOOR WHEN IN A CLOSED POSITION GENERAL NOTES: 1. "WATER PIPE AND FITTINGS WITH A LEAD PROHIBITED IN SYSTEMS CONVEYING 2. ALL FIXTURES, EQUIPMENT, PIPING, 3. ALL PLUMBING FIXTURES SHALL MEET CALIFORNIA GREEN BUILDING CODE. 4. THE FLOW RATES FOR ALL PLUMBING FLOW RATES SPECIFIED IN SECTION 3 Living Room CP 18'-5" Porch CN9'-0" 3050 H A 13'-0" 3'-6" 5'-0" 4'-6" B 1_4 3'-0" 3'-0" 3'-0" A E F 1 3 C B D 2 4 B F 15-871 Family Room CP9'-0" Dining TL9'-0" / Kitchen TL9'-0" Living Room CP18'-5" / Bath 2 TL8'-0" Den/ Bedroom 4 CP9'-0" 3 Car Garage CN9'-0" Porch CN9'-0" 4" DN / Hall CP9'-0" 5'-5" 5'-0" 6'-3" 3'-7" 7'-5" 10'-6" 2'-8" 3'-2" 5'-8" 4'-0" 10'-6" 5'-10" 5'-8" 4'-0" 5'-0" UP 16R 1'-2" 2'-0" 3'-6" 2'-7" 2'-10" 5'-0" 3'-9" 15-80 15-200 9-500 10-100 9-365 9-365 10-125 G 15-300 11-52 PANTRY MESSAGE CENTER 12-35 3-65 12-50 2-871 11-30 10-15 L 3'-8" 7'-4" 3'-4" 2'-0" 12-181 F 12-28 12-05 9-390 6-210 6-220 6-35 15-400 10-125 1-108 +36" 35'-0" 15'-0" 8'-0" 11'-4" 9'-5" 6'-3" 2'-4" 2'-2" 6'-0" 4'-6" 10-125 15-200 9-500 10-100 C 5050 11-52 11-80 15-300 1'-10" 3'-6" 6'-0" 3'-8" 1'-6" 4'-0" 1'-6" 3'-8" 4'-0" 2'-0" 1'-0" 8'-0" 4'-2" 3'-0" 10" 5'-0" 6'-0" 6'-0" 8" 10-15 3050 H 3050 H 12-46 15-530 15-353 20'-4" 11'-0" 16'-8" D 16-46 16-560 16-24 3050 H 3050 H 5050 3050 6080 T 4046 X 6080 T A 5050 A P 48'-0" 50'-0" 3'-0" 16'-0" 3'-0" 11'-0" 2'-0" 15'-0" 35'-0" 4'-4" 2'-8" 3'-6" 5'-0" 2'-6" 8" 3'-6" 3'-5 1/2" 3'-4 1/2" 16'-0" 3'-6" 5'-6" 2'-4" 4'-0" 10-20 8" M F 10-20 33'-0" 7'-0" 10'-8" 16'-0" 17'-0" 9-105 3-65 3-65 8" A 1_4 B 1_4 0.25 2'-2 1/2" 12-35 41 D-2 2'-0" 2'-0" 3'-0" 3'-0" / Bathroom TL9'-0" Bedroom CP9'-0" / KITCHEN/DINING TL9'-0" / Living Room CP9'-0" 2'-0" CLOSET 3'-0" 8'-4" 1'-4" 1'-8" 1'-8" 2'-0" 1'-9" 1'-8" 1'-4" 4'-7" 2'-6" 2'-2" 16'-0" 3'-0" Plan 1-10824” x 30” CLEAR FLOOR SPACE IN FRON 2-871NEW GAS METER LOCATION (BY UTILITY). 3-654" THICK CONCRETE SLAB ON GRADE MINIMUM AWAY FROM BUILDING. PROVIDE EACH SIDE OF DOOR AND A MINIMUM 6-3535" HIGH WOOD STUD WALL (34-1/2” COUNTERTOP ABOVE
Figure 7d: Typical 1st Floor Plan (Plan 2410-Elevation A)
PIPE INSULATION TANK, 3/4" DIAMETER COPPER LINE TEMPERATURE RELIEF VALVE, METAL T-24 CALCULATIONS FOR REQUIRED 15-400HOSE BIB WITH BACKFLOW PREVENTER 15-53030" x 30" ATTIC ACCESS FOR ATTIC ACCESS PANEL TO PREVENT DRAFTS. OF LARGEST PIECE OF EQUIPMENT) 15-871CONDENSING UNIT. PROVIDE 3-1/2" GROUND 16-24NEW 225 AMP MAIN ELECTRICAL PANEL GROUND) (VERIFY EXACT LOCATION BONDING AND #4 UFER GROUND TO 16-46PROPOSED LOCATION FOR FUTURE PER ENERGY CODE, SECTION 110.10 16-560SURFACE MOUNTED LED LIGHT (+84")
15-35350
Plumbing Fixture Max. Flow Rate Plumbing Fixture TypeMax. Flow Rate Water closets1.28 gpf Showerheads1.8 gpm @ 80 psi Kitchen faucets1.8 gpm @ 60 psi Metering faucets0.20 gallons/cycle Room Finish Abbreviation Abbrev. Description CNCONCRETE CPCARPET DCDECK COATING GBGYPSUM BOARD INTINTEGRAL PNPAINT AND SEAL TLCERAMIC TILE WBBWOOD BASE BOARD WRGBWATER RESISTANT GYPSUM BOARD (PROVIDE CEILING FRAMING AT 12" O.C. WHERE WATER RESISTANT GYPSUM WALL BOARD IS USED FOR CEILING APPLICATIONS)
Symbol_Legend Wall_Legend
1/4" = 1'-0"
Floor Elev. A w/JrADU
Door_Legend Room_Finish_Legend Water_Notes
First
Symbol_Legend Wall_Legend
ABOVE
12-50FULL HEIGHT HARDWOOD PANTRY CABINET WITH FIVE (5) FIXED WOOD SHELVES 15-40HOT AND COLD WATER SHUT-OFF IN RECESSED PLASTIC BOX FOR CLOTHES WASHER (CLOTHES WASHER IS NIC)
15-49“DRIPTITE” TRANSLUCENT POLYETHYLENE COMBO WASHER / DRYER PAN WITH 1” DRAIN. (62-1/2” x 32-1/2”) www.driptite.com
15-50CLOTHES DRYER (NIC)
15-89114" x 42" x 72” HIGH FIBERGLASS TUB AND SHOWER COMBINATION UNIT. NO SLIP JOINT CONNECTIONS ARE PERMITTED IN WASTE LINE ("AQUATIC MODEL DARSEY 11442STS" EQUAL) SET SHOWER HEAD IN WALL AT +76" ABOVE FLOOR WITH METAL ESCUTCHEON. PROVIDE SHATTERPROOF GLASS SHOWER ENCLOSURE WITH TOWEL BAR TO 6'-0" ABOVE FLOOR. SHOWERS & TUB/SHOWERS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. (http://aquaticbath.com/)
15-200TANK-TYPE WATER CLOSET (1.28 GALLONS PER FLUSH MAXIMUM) (PROVIDE WATER REINFORCEMENT, SHALL BE LOCATED BETWEEN 32" AND 39 1/4" ABOVE
W D CPTL TLCP TLCP 4040 A DOOR WINDOW 2 x 4 WOOD STUDS @ 16" O/C (R-15 BETWEEN. GARAGE AND RESIDENCE) 2 x 6 WOOD STUDS @ 16" O/C (R-19 EXTERIOR WALLS) C,F,G,H J,L,M P B A,D DOOR NOTES: 1. PROVIDE TWO (2) SPRING HINGES FOR SELF-CLOSING AND LATCHING. 2. PROVIDE ENTRY LOCK AND DEADBOLT LOCK (WITH 1" THROW) TO ALL EXTERIOR DOORS, INLCUDING THE GARAGE TO THE HOUSE 3. PROVIDE 180 DEGREE PEEPHOLE VIEWER AT THE FRONT DOOR E X 8'-0" HIGH SECTIONAL OVERHEAD GARAGE DOOR WITH 3/16" TEMPERED GLASS N A. 1/2" GYPSUM BOARD ON WALLS & 1/2" SAG-RESISTANT GYPSUM BOARD ON CEILINGS TO RECEIVE KNOCK-DOWN TEXTURE WITH TWO COATS LATEX FLAT ENAMEL B. FLOOR MATERIAL CHANGES TO OCCUR IN CENTER OF DOOR WHEN IN A CLOSED POSITION GENERAL NOTES: 1. "WATER PIPE AND FITTINGS WITH A LEAD CONTENT WHICH EXCEEDS 8% SHALL BE PROHIBITED IN SYSTEMS CONVEYING POTABLE WATER 2. ALL FIXTURES, EQUIPMENT, PIPING, AND MATERIALS SHALL BE LISTED 3. ALL PLUMBING FIXTURES SHALL MEET THE FLOW REQUIREMENTS SPECIFIED IN THE CALIFORNIA GREEN BUILDING CODE. 4. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES SPECIFIED IN SECTION 4.303.1 A E F 1 3 C B D 10-125 10-100 9-500 15-200 17'-5 1/2" 7'-3 1/2" 10'-3" 1'-0" 4'-4" 5'-4" 6'-9 1/2" 6'-6 1/2" 9" 7'-4" 2'-11" 4'-4" 43'-8" 1'-6" 17'-4" 6'-4" 6'-4" 2'-7" 11'-1" 4'-4" 4'-1" 7'-0" 2'-2" 2'-2" 3'-2" 8'-2" 1'-4" 3'-4" 1'-4" 9" 3'-4" 1'-4" 11" 1'-4" 5'-0" 2'-2" 4'-2" 4'-2" 3'-6" 5'-10 1/2" 2'-1 1/2" 3'-9" 5'-6" 3'-9" 43'-8" 7'-0" / Master Bedroom CP9'-0" / M. Bath TL9'-0" Master W.I.C. 1 CP9'-0" Loft CP9'-0" Bedroom 3 CP9'-0" Bedroom 2 CP9'-0" / Bath 3 TL9'-0" / Laundry TL9'-0" / M. Toilet TL9'-0" K E F F G H E L 5050 F 5050 F 14'-0" 1'-6" 1'-10" 3'-6" 6'-2" 3'-0" 10'-0" 3'-8" 6-65 6'-11" 3'-9" 3'-7" 7'-9 5/8" 6'-11 1/4" 3'-7" 6'-9 3/4" 3'-6" 9'-2" 3'-6" 2'-7" 11'-11" 7'-1" 3'-7" 3'-4" 3'-4" 15-89 10-15 15-50 15-40 10-15 10-15 12-35 9-105 10-100 15-200 10-125 15-530 6'-9 1/2" 7'-6 1/4" 4'-0 1/4" 6'-0" Master W.I.C. 2 CP9'-0" 4050 T 12-50 6-42 2 9-500 9-500 16R DN 6-210 3'-9 1/2" 3'-6" 1-108 1-108 6-220 15-49 10-125 15-574 5050 5050 3050 H 3050 H 4050 4020 3046 H 3050 H 3050 H 5050 2040 H 3050 FT 5016 ABV 5016 ABV SLOPE 3050 H 10'-0" 3'-0" 4'-4" 26'-4" 13'-0" 35'-0" 2'-7" 8" 4" 26 D-1 93 D-4 A 1_4 B 1_4 10-15 10'-6" 11'-6" 3'-6" 0.40:12 0.25:12 7-440 83 D-3 0.50:12 0.80:12 0.50:12 7-440 83 D-3 2'-8" 2'-8" 13'-6" 6'-9" 4'-0"
Figure7e: Typical 2nd Floor Plan (Plan 2410-Elevation A)
Plumbing Fixture Max. Flow Rate Plumbing Fixture TypeMax. Flow Rate Water closets1.28 gpf Showerheads1.8 gpm @ 80 psi Kitchen faucets1.8 gpm @ 60 psi Metering faucets0.20 gallons/cycle Room Finish Abbreviation Abbrev. Description CNCONCRETE CPCARPET DCDECK COATING GBGYPSUM BOARD INTINTEGRAL PNPAINT AND SEAL TLCERAMIC TILE WBBWOOD BASE BOARD WRGBWATER RESISTANT GYPSUM BOARD (PROVIDE CEILING FRAMING AT 12" O.C. WHERE WATER RESISTANT GYPSUM WALL BOARD IS USED FOR CEILING APPLICATIONS)
Room_Finish_Legend Water_Notes Plan Notes 1-10824” x 30” CLEAR FLOOR SPACE IN FRONT OF WATER CLOSET PER CBC SEC. 2904. 6-4242" HIGH WOOD STUD WALL WITH DRYWALL SIDES AND WOOD CAP. 6-65OPEN TO FLOOR BELOW 6-210HARDWOOD GUARDRAIL (42" HIGH MINIMUM) WITH BALUSTERS SPACED SUCH THAT DIAMETER SPHERE CANNOT PASS THROUGH AND CAPABLE OF WITHSTANDING A 20 PER LINEAL FOOT FORCE APPLIED PERPENDICULAR TO THE TOP RAIL 6-220WOOD HANDRAIL WITH METAL BRACKET SUPPORTS AT 5'-0" O/C CAPABLE OF SUPPORTING 200 POUND LOAD AT ANY POINT IN ANY DIRECTION ON THE RAIL (34" 38" ABOVE NOSING.) HANDGRIP PORTION OF THE HANDRAIL SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 1-1/2" IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. 7-4404" HIGH x 4" WIDE x 24 GAUGE GALVANIZED SHEET METAL SCUPPER 9-10560# SUPER JUMBO TEX BY "FORTIFIBER OVER (1) LAYER BITUTHENE 4000 AT ALL SLOPING STUCCO APPLICATIONS 9-500BASE CABINET WITH GRANITE COUNTERTOP AND 4" HIGH SPLASH AND END SPLASH UNDERMOUNT LAVATORY. THE FLOW RATE OF LAVATORY FAUCETS SHALL NOT EXCEED GALLONS PER MINUTE @ 60 PSI 10-1512" WIDE WOOD SHELF AND POLE AT +67" ABOVE FLOOR WITH METAL BRACKET SUPPORTS 36" O/C MAX 10-100RECESSED MEDICINE CABINET (TOP AT +72" ABOVE FLOOR) 10-12524" LONG TOWEL BAR (+54) PROVIDE 2 x 6 SOLID BACKING 12-35LINE OF CABINETS
Door_Legend
THE FINISHED FLUSH WITH THE WALL) 15-53030" x 30" ATTIC ACCESS FOR ATTIC FAU. PROVIDE WEATHERSTRIP OR SEAL AT THE ATTIC ACCESS PANEL TO PREVENT DRAFTS. (ACCESS SHALL BE SIZED TO ACCOMMODATE OF LARGEST PIECE OF EQUIPMENT) 15-574EXTEND EXISTING DUCTWORK TO SUPPLY NEW ROOM ADDITION. VERIFY EXACT LOCATION CLOSETS ABOVE IN FIELD AND PROVIDE DUCT CHASE TO CONCEAL NEW DUCTWORK. Area Schedule NameArea FIRST FLOOR 1170 SECOND FLOOR 1264 SECOND FLOOR B & C1289 JADU 495 JADU Back 510 PORCH 91 2 CAR GARAGE 454 3-CAR GARAGE 633 1/4" = 1'-0"
Floor Elev. A
Second
WH WH A E F 1 3 C B D 2 27'-4" 20'-8" 2'-10" 5'-9 3/4" 10'-8 1/2" 9 3/4" 4'-2" 1'-3" 1'-1 3/4" 1'-3 3/4" 2'-3 3/4" 1 3/4" 2'-1 1/2" 12'-8 1/2" 11 1/4" 4'-6 3/4" 4 x 6 HD1 4 x 4 HD1 4 x 4 HD1 L= 2 12' - 0" L= 2 22' - 0" 4 x 6 HD1 L= EFF. L= 2 10' - 6" 15' - 6" 4 x 6 HD1 4 x 6 HD1 4 x 6 HD1 4 x 6 HD1 4 x 6 HD1 4 x 6 HD1 L= 2 12' - 0" 4 x 6 HD1 L= 2 9' - 0" 4 x 4 HD1 4 x 4 HD1 4 x 6 HD1 L= 2 12' - 6" 4 x 4 HD1 L= 2 5' - 8" 4 x 4 HD1 L= 3 20' - 0" 4 x 4 HD1 4 x 4 HD1 4 x 6 HD1 L= 3 3' - 0" L= 3 3' - 0" 4 x 4 HD1 4 x 4 HD1 4 x 4 HD1 4 x 4 HD1 4 x 6 HD1 4 x 4 HD1 4 x 4 HD1 4 x 6 HD1 3-65 3-80 2 D-1 5 D-1 5 D-1 35'-0" 1 3/4" 4'-8 1/2" 10'-6" 7'-1 1/2" 1'-8" 2'-5 1/2" 4'-3 1/2" 4'-1 1/4" 5 D-1 5 D-1 1 D-1 17'-4" 10'-4" 16'-0" 1'-7 3/4" 8'-4 1/4" 3'-0" 4 1/4" 3'-11 3/4" 7'-8 3/4" 4'-11 1/4" 13'-8" 7'-0" 5 D-1 5 D-1 5 D-1 5 D-1 11 D-1 20 D-1 20 D-1 11 D-1 20 D-1 20 D-1 1 3/4" 11'-8 1/2" 10'-1 3/4" 4'-1 3/4" 8'-7 1/2" 2 3/4" 10'-7 3/4" 11'-4 1/4" 16'-8" 7'-2 3/4" 3'-9 1/4" 1'-3" 20 D-1 3-210 73 D-3 73 D-3 7 1/4" 12'-2 1/2" 3'-8" 5'-6 1/4" 13'-0" 5 D-1 5 D-1 5 D-1 5 3/4" 6'-0" 9'-6 1/4" 4'-4" 5 D-1 3-05 3-15 3-200 3-205 3-80 3 D-1 30 D-1 30 D-1 3 D-1 3 D-1 30 D-1 30 D-1 1'-3" 8" 3-65 3-80 4 D-1 4 D-1 4 D-1 4 D-1 4 D-1 4 D-1 7 D-1 3-65 9 D-1 2 D-1 3-80 3-180 1 3/4" 2'-8 1/2" 1 3/4" 16'-0" 1 3/4" 2'-10 1/4" 11'-0" 1'-0"1'-0" P-12 SSW24x8 1 SSW1 3'-6" 1'-6" 1'-8" 1'-4" 3-25 17 D-1 3-05 3-210 1 D-1 1 D-1 1 D-1 1 D-1 2 D-1 5 D-1 5 D-1 5 D-1 1 D-1 1'-4" 1'-3" 8" 2'-8" 1 3/4" 4'-2 1/4" 3-385 3-385 3-385 3-385 P-11 P-11 16-55 16-80 69 D-3 1'-3" 1'-3" 1'-3" 1'-3" 1'-3" 1'-0" A 1_4 B 1_4 50'-8" 3'-0" 18'-2" 2'-6" 4'-7" 11'-5" 11'-4" 8" 4" 8" 35'-0" 22'-0" 11'-0" 2'-0" 10 D-1 4'-5 1/4" 4'-11 1/4" SSW24x8 1 SSW1 6'-0" 3'-0" 3'-0" 3'-0" A E F 3 C B D 4 48'-0" 4 x 6 HD1 4 x 6 HD1 4 x 6 HD1 L= 2 12' - 0" 4 x 6 HD1 L= 2 9' - 0" 4 x 4 HD1 4 x 6 HD1 4'-1 1/4" 1'-7 3/4" 11'-8 1/2" 3'-10" 1 3/4" 7'-8 3/4" 7'-11 1/4" 10'-8" 7'-0" 20 D-1 20 D-1 20 D-1 20 D-1 20 D-1 1 27/32" 3-210 73 D-3 9 D-1 2 D-1 P-12 SSW24x8 1 SSW1 1'-6" 1'-8" 1'-4" 1 D-1 11 D-1 1 D-1 1 D-1 1 D-1 3-182 3-05 3-180 3-05 3-180 3-180 3-182 3-180 3-385 1 D-1 1 D-1 3-385 L= 1 6' - 0" 4 x 6 HD1 4 x 6 HD1 L= 1 6' - 0" 4 x 6 HD1 4 x 6 HD1 15'-0" 4'-6" 1 3/4" 5'-8 1/2" 1 3/4" 4'-6" 5 D-1 5 D-1 5 D-1 8" 33'-0" 12'-2" 2'-2 3/4" 9 1/4" 4'-11 1/4" 12'-10 3/4" 1 D-1 5 D-1 5 D-1 1 D-1 1 D-1 SSW24x8 1 SSW1 1'-2" 3'-10" 3'-0" 1'-8" 1'-4" P-12 1'-0"1'-0" 1'-0" 1'-0" 3-65 3-80 3'-0" 3'-0" 3'-10 1/4" 1 SSW1 A 1_4 B 1_4 3'-0" 3'-0" 3-65 2 D-1 3-80 10 D-1 3-80 3-65 2 L= 3 3' - 0" 4 x 4 HD1 4 x 4 HD1
3 20' - 0" 4 x 4 HD1 P-11 4 x 6 HD1 4 x 4 HD1 4 x 4 HD1 L= 2 5' - 8" 5 3/4" 6'-0" 9'-3 1/2" 2 3/4" 4'-4" 2" 2'-10" 2 D-1 3 D-1 30 D-1 2'-8" 1. PROVIDE SURVEY STAKES 2. ALL FOUNDATION ANCHOR 3. ALL HOLD DOWNS AND 4. ALL ICC REPORTS, AND SAFETY INSPECTOR 5. FASTENERS FOR PRESSURE 6. PRIOR TO THE CONTRACTOR SHALL ADVISE THE BUILDING A) THE BUILDING PAD B) THE UTILITY TRENCHES C) THE FOUNDATION EXCAVATION, APPROVED PLAN. 7. SOIL ALLOWABLE BEARING 8. SOILS ENGINEER SHALL REINFORCING STEEL. 1. ABUTTING PANEL EDGES AT PANELS <1> TO HAVE 3x POSTS (OR BLOCKING). ABUTTING SHEAR EDGES AT <2>, <3> TO HAVE 4x POSTS (OR BLOCKING) 2. NO SHEAR PANEL WIDTHS LESS THAN 2'-0" ALLOWED (ie. 4'-6" WIDTH - USE 2'-0" AND 2'-6" PANELS). ALL EDGES SHALL BE BLOCKED. 3. ANCHOR BOLT SPACING AT SLAB AND A35 (OR LTP4) SPACING ON TOP OF SHEAR WALL ONLY OCCURS WHERE SHEAR PANELS OCCUR 4. (NON-SHEARED WALL AREAS TO RECEIVE A35 OR LTP4 CLIPS AT 24 ON CENTER). 5. NAILS SHALL BE COMMON OR GALVANIZED BOX. (GALVANIZED NAILS SHALL BE HOT-DIPPED OR TUMBLED). NAILING APPLIES TO ALL STUDS, PLATES AND BLOCKING. ALL EDGE NAILING AT TOP PLATES SHALL BE TO UPPER TOP PLATE. STAGGERING OF NAILS TO FRAMER S PLATE IS NOT ACCEPTABLE. 6. NAILS SHALL BE SPACED NOT LESS THAN 1/2" FROM PANEL EDGES AND NOT LESS THAN 3/8 FROM EDGE OF STUDS 7. WOOD STRUCTURAL PANELS SHALL CONFORM TO C.B.C. SEC. 2303.1.5. 8. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE BOTTOM PLATE ON THE SIDE (S) WITH SHEATHING (SDPWS 4.3.6.4.3) TOTAL SHEAR WALL LENGTH SHEAR WALL REFERENCE (SEE SHEAR WALL SCHEDULE) EFFECTIVE SHEAR WALL LENGTH PLAN NOTE TAG DETAIL REF. # DETAIL SHEET # ? L= EFF. L= 3 10'-0" 8'-0" 3 SHEAR MAX WALL PANEL REFERENCE (SEE SHEAR MAX SCHEDULE) Proposed New 1/4" = 1'-0" Foundation Plan 1/4" = 1'-0" Foundation Plan -Typ. ADU -3-Car Foundation Shear Wall Schedule (2022 CBC) Shear Wall Schedule Notes Foundation Legend Hardware Number Comments Min. Stud / Post Sized Capacity HD1 STHD144 x 4 3,815#HOLDOWN Type MarkTypeRebar P-112'-0" P-112'-0" P-1236" P-1236" 3-054" BARS 3-154" SLOPE 3-251" AFTER 3-654" MINIMUM BEYOND 3-8030" 3-18012” REINFORCING (ASTM EMBEDMENT (CLOSER SCHEDULE) 3-18215” REINFORCING (ASTM EMBEDMENT (CLOSER SCHEDULE) 3-20012" STEM WIDTH). FROM 3" FOOTING 3-205CONTINUOUS 3-21015” REINFORCING (ASTM EMBEDMENT WASHERS WALLS 3-385OMIT 16-55THREE TELEPHONE) LOCATION 16-80PROVIDE GROUND
Figure 7f: Typical Foundation Plan (Plan 2410-Elevation A)
L=
Roof Framing Plan -Elev. 'JrADU'
BEAM TAG (SEE BEAM SCHEDULE) PLAN NOTE TAG DETAIL REF. # DETAIL SHEET # S-2 1 WALL ELEVATION REF. # SHEET # NUMBER = BEAM SIZE; LETTER = BEAM MATERIAL TYPE ? L= EFF. L= 3 10'-0" 8'-0" TOTAL SHEAR WALL LENGTH SHEAR WALL REFERENCE (SEE SHEAR WALL SCHEDULE) EFFECTIVE SHEAR WALL LENGTH A 3 C B D 6-290 ABV & BLW 4 x 6 MSTC52 ABV & BLW 4 x 6 MSTC52 71 D-3 71 D-3 74 D-3 L= 2 12' - 0" ABV & BLW 4 x 6 MSTC52 71 D-3 4 x 4 90 D-3 4 x 6 4 15'-0" 8" 4'-6" 6-256 6-146 6-146 6-146 6-256 109 D-4 109 D-4 6-695 (BOT @ 9'-1") 6-695 (BOT @ 9'-1") L= 1 6' - 0" 4 x 6 4 x 6 L= 120 D-4 120 D-4 2x6 LEDGER W/ (3)16d EACH STUD 109 D-4 HANGER LUS26 6-657 6-689 32 D-2 6-689 32 D-2 SSW24x8 5 SSW2 5-1/4 x 9-1/2 PARALLAM 6 (L=13'-1" BOT.@ 8'-2") 15'-0" 15'-0" A 1_4 28 D-1 6-672 3 13'-0" HTS20 HTS20 102 D-4 6-142 6-256 6-256 0" 4 x 6 L= 1 12' - 0" 4 x 6 4 x 6 4 x 6 L= 1 13' - 4" 43'-8" 7'-0" 1'-3/4"x11-7/8" MICROLLAM 6-256 3 1/2"x11 7/8" PSL 14'-0" D-3 81 119 D-4 119 D-4 HTS20 HTS20 117 D-4 6-657 6-940 (36 1/4" HEEL)119 D-4 6-940 (36 1/4" HEEL) 6-256 6-689 32 D-2 6-619 6-619 258 57 D-2 MST37 B 1_4 A E F 1 3 C B D 6-364 14 6-364 6-364 (BOT @ 9'-1") (BOT @ 9'-1") (BOT @ 9'-1") 6-226 6-226 6-290 6-364 (BOT @ 9'-1") 22'-0" 13'-0" 35'-0" 48'-0" 17'-4" 6'-4" 4'-0" 16'-0" 4'-4" 2 6-364 (BOT @ 9'-1") 6-148 MST72 DOUBLE 2x6 FULL HEIGHT STUDS AT 16" O/C THIS WALL 6-65 6-376 (L = 21'-11") 6-364 (BOT @ 9'-1") 6-364 (BOT @ 9'-1") 6-364 6x6 DF#1 1 (BOT.@ 8'-2") 4x14 DF#1 (BOT.@ 9'-1") 4x14 DF#1 (BOT@ 9'-1") 6x6 DF#1 1 (BOT.@ 8'-2") 6x10 DF#2 12 (BOT.@ 8'-2") 14 5-1/4x14 PARALLAM 15 (BOT.@ 9'-1") 14 3'-1/2"x16" PARALLAM 16 (BOT.@ 7'-6") L= 1 22' - 0" (ABV) ABV & BLW 4 x 6 MSTC52 71 D-3 L= EFF. L= 2 10' - 6" 15' - 6" 53 D-2 71 D-3 72 D-3 4 x 6 ABV & BLW 4 x 6 MSTC52 71 D-3 TRIM 4 x 6 MSTC52 ABV 4 x 6 MSTC52 71 D-3 14 D-1 72 D-3 6-640 28 D-1 ABV & BLW 4 x 6 MSTC52 71 D-3 71 D-3 74 D-3 L= 2 12' - 0" ABV & BLW 4 x 6 MSTC52 71 D-3 4 x 4 ABV & BLW 4 x 4 MSTC52 71 D-3 L= 2 9' - 0" 72 D-3 4x8 DF#2 90 D-3 4 x 6 77 D-3 77 D-3 6-256 5-1/4 x 9-1/2 PARALLAM 6 (L=13'-1" BOT.@ 8'-2") SSW24x8 5 SSW2 ABV & BLW 4 x 6 MSTC52 BLW 4 x 4 MSTC52 ABV 4 x 6 71 D-3 71 D-3 ABV 4 x 6 MSTC52 89 D-3 79 D-3 1'3/4"x14" LVL 80 D-3 57 D-2 ABV 4 x 6 MSTC52 89 D-3 80 D-3 6-364 (BOT @ 9'-1") 80 D-3 57 D-2 6-657 6-640 28 D-1 28 D-1 27 D-1 27 D-1 L= 3 3' - 0" 4 x 4 4 x 4 D-2 57 L= 3 3' - 0" 4 x 4 ABV 4 x 6 BLW 4 x 4 MSTC52 71 D-3 74 D-3 LUS26 (29" HEEL) 6-695 (BOT @ 9'-1") MST37 55 D-2 D-3 62 6-364 (BOT @ 9'-1") 4x12 DF#1 (BOT.@ 9'-1") 86 D-3 74 D-3 ABV 4 x 6 BLW 4 x 4 MSTC52 71 D-3 6-146 6-146 6-146 6-256 6-146 L= 3 20' - 0" 4 x 4 4 x 4 4 x 4 L= 2 5' - 8" L= 2 12' - 6" 4 x 4 4 x 4 4 x 6 61 D-3 LUS26 & MSTA24 56 D-2 MSTA30 62 D-3 1'3/4"x14" LVL (BOT.@ 9'1") 76 D-3 ABV & BLW 4 x 6 MSTC52 ABV & BLW 4 x 6 MSTC52 71 D-3 ABV & BLW 4 x 6 MSTC52 71 D-3 6-364 (BOT @ 9'-1") 74 D-3 L= EFF. L= 2 16' - 0" 22' - 0" 53 D-2 71 D-3 L= 2 12' - 0" 76 D-3 4 x 4 4 x 4 6-256 4 x 6 D-3 62 D-3 62 ABV & BLW 4 x 6 MSTC52 80 D-3 TRIM 4 x 6 MSTC52 3'-1/2"x14" PARALLAM 13 (BOT@ 9'-1") 57 D-2 21 D-1 76 D-3 72 D-3 BLW 4 x 4 MSTC52 ABV 4 x 6 71 D-3 80 D-3 6-364 3'1/2"x14" PARALLAM ABV & BLW 4 x 6 MSTC52 6-256 ABV & BLW 4 x 4 MSTC52 71 D-3 D-2 57 D-2 57 6-657 6-256 4 x 6 26'-4" SSW24x8 5 SSW2 A 1_4 B 1_4 E 1 3 D 2 B 1_4 6-364 14 (BOT @ 9'-1") 22'-0" 13'-0" 35'-0" 16'-0" 4'-4" 6-148 DOUBLE 2x6 FULL HEIGHT STUDS AT 16" O/C THIS WALL 4 x 6 6-256 5-1/4 x 9-1/2 PARALLAM 6 (L=13'-1" BOT.@ 8'-2") SSW24x8 ABV 4 x 6 MSTC52 71 D-3 6-640 28 D-1 4 x 4 ABV 4 x 6 71 74 D-3 105 D-4 ABV 4 x 6 MSTC52 71 D-3 6-146 L= 3 20' - 0" 4 x 4 4 x 4 4 x 4 L= 2 5' - 8" L= 2 12' - 6" 4 x 4 4 x 4 4 x 6 76 D-3 ABV & BLW 4 x 6 MSTC52 76 D-3 72 D-3 BLW 4 x 4 MSTC52 ABV 4 x 6 71 D-3 6-657 6-695 (BOT @ 9'-1") 6-940 MST36 (UPTO SHEATHING) 6-657 (BOT @ 9'-1") 8" 7'-0" 3'-8 1/2" 5'-3 1/2" 22'-0" 51/4x14 PARALLAM 20 51/4x14 PARALLAM 20 4x4 BLOCKING CS14 (L=22'-0") 22'-0" Proposed 7 Single Family Residence for: New Legacy Corporation Plan Notes FOIL-FACED (“LUMINOX”, OR EQUAL. FOIL SIDE DOWN) ROOF SPAN RATING EXTERIOR GLUE LAY PERPENDICULAR WITH AT 6" O/C EDGES AND BOUNDARY AND 12" O/C IN FIELD. AT ALL VERTICAL WALLS AT GABLED ENDS WITH TYPICAL ROOF SHEATHING ABOVE. DIAGONAL BRACES AT 45 DEGREE ANGLE (APPROX.) AT (2) 16d TOE-NAILS EACH END FROM TRUSS TOP CHORD TO TRUSSES AT 24" O/C LOADING). PROVIDE BOUNDARY NAILING (8d NAILS AT 6” ON OF DRAG TRUSS HORIZONTAL FURNACE IN ATTIC (IF REQUIRED SEE TRUSS
Bolt Length Sill Plate 14"2X 14"3X 14"3X Beam Schedule Beam Calc #Type 16x6 DF#1 65-1/4 x 9-1/2 PARALLAM 126x10 DF#2 133'-1/2"x14" PARALLAM 1414 TJI 560'S AT 16" O/C 155-1/4x14 PARALLAM 163'-1/2"x16" PARALLAM SSW24x8SSW24x8 Strong-Tie Steel Strong Wall Schedule Count Equipment Abbreviation Manufacturer Part Number Part Description Dimensions Anchor Bolt Diameter Anchor Bolt Count Weight HeightWidthThickness 1 SSWSimpson Strong-Tie Company Inc. SSW24x8 Steel Strong Wall, 24" Wide, 93.25" Tall, 3.5" Thick, 2x4 7'-9 1/4"2'-0"5 1/2"1"2 0.14 kip 1 SSWSimpson Strong-Tie Company Inc. SSW24x8 Steel Strong Wall, 24" Wide, 93.25" Tall, 3.5" Thick, 2x4 7'-9 1/4"2'-0"5 1/2"1"2 0.14 kip 2 1/4" = 1'-0"
Framing Plan Legend
1/4" = 1'-0"
Second Floor Framing Plan -Elev. 'A'
Figure 7g: Typical 2nd Floor Framing Plan (Plan 2410-Elevation A)
Shear Wall Schedule Notes
1. ABUTTING PANEL EDGES AT PANELS <1> TO HAVE 3x POSTS (OR BLOCKING). ABUTTING SHEAR EDGES AT <2>, <3> TO HAVE 4x POSTS (OR BLOCKING) 2. NO SHEAR PANEL WIDTHS LESS THAN 2'-0" ALLOWED (ie. 4'-6" WIDTH - USE 2'-0" AND 2'-6" PANELS). ALL EDGES SHALL BE BLOCKED. 3. ANCHOR BOLT SPACING AT SLAB AND A35 (OR LTP4) SPACING ON TOP OF SHEAR WALL ONLY OCCURS WHERE SHEAR PANELS OCCUR 4. (NON-SHEARED WALL AREAS TO RECEIVE A35 OR LTP4 CLIPS AT 24 ON CENTER). 5. NAILS SHALL BE COMMON OR GALVANIZED BOX. (GALVANIZED NAILS SHALL BE HOT-DIPPED OR TUMBLED). NAILING APPLIES TO ALL STUDS, PLATES AND BLOCKING. ALL EDGE NAILING AT TOP PLATES SHALL BE TO UPPER TOP PLATE. STAGGERING OF NAILS TO FRAMER S PLATE IS NOT ACCEPTABLE. 6. NAILS SHALL BE SPACED NOT LESS THAN 1/2" FROM PANEL EDGES AND NOT LESS THAN 3/8” FROM EDGE OF STUDS 7. WOOD STRUCTURAL PANELS SHALL CONFORM TO C.B.C. SEC. 2303.1.5. 8. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE BOTTOM PLATE ON THE SIDE (S) WITH SHEATHING (SDPWS 4.3.6.4.3) A E F 1 3 C B D 35'-0" 22'-0" 13'-0" 48'-0" 17'-4" 6'-4" 4'-0" 16'-0" 4'-4" 27'-0" CMSTC16 2 HTS20 HTS20 HTS20 HTS20 102 D-4 15-530 41 D-2 6-142 6-142 6-142 6-142 6-142 6-256 6-256 6-256 6-256 6-256 6-256 6-146 6-256 6-142 6-142 6-146 L= EFF. L= 3 6' - 6" 11' - 6" 4 x 6 L= 3 14' - 0" 4 x 6 L= EFF. L= 3 6' - 0" 11' - 0" 4 x 6 4 x 6 L= EFF. L= 2 9' - 0" 13' - 0" 4 x 6 4 x 6 4 x 6 4 x 6 L= 2 4' - 0" L= 2 10' - 8" 4 x 6 4 x 6 L= 1 5' - 0" 4 x 6 4 x 6 L= 1 12' - 0" 4 x 6 4 x 6 4 x 6 L= 1 13' - 4" 4 x 4 4 x 6 102 D-4 43'-8" 7'-0" 1'-3/4"x11-7/8" MICROLLAM 6-256 3 1/2"x11 7/8" PSL 14'-0" 4x8 DF#2 D-3 61 D-3 62 6-709 (2,800#) 6-709 (1,000#) D-3 62 D-3 81 6-709 6-709 (4,100#) (3,500#) 6-709 (2,300#) 117 D-4 119 D-4 119 D-4 117 D-4 117 D-4 117 D-4 117 D-4 HTS20 HTS20 HTS20 HTS20 117 D-4 117 D-4 6-657 28 D-1 4x4 BLOCKING CMSTC16 (L=27'-0") 110 D-4 15-850 6-717 52 D-2 34 D-2 34 D-2 40 D-2 6-657 6-940 (27 1/2" heel) 6-940 (36 1/4" HEEL)119 D-4 117 D-4 6-695 (1/4:12 SLOPE) (BOT.@9'-1") 6-695 (BOT.@9'-1") 6-940 (27 1/2" heel) 6-940 (36 1/4" HEEL) 6-256 2'-0" LAP 6-689 32 D-2 6-689 32 D-2 6-695 (1/4:12 SLOPE) (BOT.@9'-1") 117 D-4 6-695 (1/4:12 SLOPE) (BOT.@9'-1") 39 D-2 39 D-2 6-256 6-256 6-256 53 D-2 L= 1 5' - 0" 4 x 6 4 x 6 6-619 43 D-2 6-619 6-619 6-619 6-258 6-866 102 D-4 102 D-4 57 D-2 MST37 MST37 A 1_4 B 1_4 0.25:12 6-872 6-872 A E F 1 C B D 48'-0" 17'-4" 6'-4" 4'-0" 16'-0" 4'-4" 6-376 71 D-3 71 D-3 72 D-3 ABV & BLW 4 x 6 MSTC52 BLW 4 x 4 MSTC52 ABV 4 x 6 71 D-3 71 D-3 6-364 (BOT @ 80 D-3 6-657 28 D-1 27 D-1 L= 3 3' - 0" 4 x 4 4 x 4 86 D-3 74 D-3 ABV 4 x 6 BLW 4 x 4 MSTC52 71 D-3 6-146 6-256 4 x 4 4 x 6 61 D-3 LUS26 & MSTA24 56 D-2 MSTA30 62 D-3 1'3/4"x14" LVL (BOT.@ 9'1") 76 D-3 ABV & BLW 4 x 6 MSTC52 ABV & BLW 4 x 6 MSTC52 71 D-3 74 D-3 L= EFF. L= 2 16' - 0" 22' - 0" 53 D-2 71 D-3 76 D-3 4 x 4 6-256 4 x 6 ABV & BLW 4 x 6 MSTC52 80 D-3 ABV 4 x 6 MSTC52 6-256 A 1_4 E 1 D 16'-0" ABV 4 x 6 MSTC52 71 D-3 105 D-4 ABV 4 x 6 MSTC52 71 D-3 4 x 4 4 x 6 76 D-3 ABV & BLW 4 x 6 MSTC52 6-695 (BOT @ 9'-1") 6-940 MST36 (UPTO SHEATHING) 6-657 8" 7'-0" 3'-8 1/2" 5'-3 1/2" 51/4x14 PARALLAM 20 C:\Users\AbrahamEsquivel\Andresen Architecture Inc\AAIA ccess\Projects\4_Projects 2020-2029\2021\21-4029 Carcelen Juniper 6-H omes\Revit\Floor Plans Used\2410Floor Plan (2420).rvt Plan Notes 6-65715/32" APA RATED OSB FOIL-FACED (“LUMINOX”, OR EQUAL. FOIL SIDE DOWN) ROOF SHEATHING (ICC ESR-3398) 32/16 SPAN RATING EXTERIOR GLUE LAY PERPENDICULAR WITH RAFTERS AND NAIL WITH 8d NAILS AT 6" O/C EDGES AND BOUNDARY AND 12" O/C IN FIELD. INCLUDE FOIL-FACED SHEATHING AT ALL VERTICAL WALLS AT GABLED ENDS 6-6722 x 4 CRICKET FRAMING AT 24" O/C WITH TYPICAL ROOF SHEATHING ABOVE. 6-689BRACE EXTERIOR WALL WITH 2 x 4 DIAGONAL BRACES AT 45 DEGREE ANGLE (APPROX.) AT 6’-0” ON CENTER (MAXIMUM) WITH (2) 16d TOE-NAILS EACH END FROM TRUSS TOP CHORD TO DOUBLE TOP PLATES 6-695FLAT BOTTOM ENGINEERED ROOF TRUSSES AT 24" O/C Plan Notes 6-65OPEN TO FLOOR BELOW 6-142ALL INTERIOR NON-BEARING HEADERS BENEATH TRUSSES MAY BE 2 x 4 FLAT WITH (1) 2 x 4 TRIMMER EACH END. PROVIDE 1x TOP PLATE AND 2x PLATE AT INTERIOR NON-BEARING WALLS WITH "SIMPSON DTC" TRUSS CLIPS AT 48" O/C 6-1464 x 6 DOUG FIR #2 OR BETTER HEADER WITH (1) 2 x 4 TRIMMER EACH END 6-1484 x 8 DOUG FIR #2 OR BETTER HEADER WITH (2) 2 x 4 TRIMMERS EACH END 6-226FOUR (4) 1 3/4" X 14" LVL STAIR STRINGERS WITH 1 x 4 CONTINUOUS SPACER AGAINST WALL
Figure 7h: Typical Roof Framing Plan (Plan 2410-Elevation A)
Shear Wall Schedule (2022 CBC) Shear Wall Number Extend Shear Panel From Floor to Floor or Floor to Roof Sheathing Above (Typical) Stud Spacing To Be 16" O/C (Typical) Shear Value Per AF & PA Table 4.3A "Simpson A35 or LTP4” From Wall to Rim Joist or From Roof to Plates 5/8" Diameter Long Anchor Bolt Spacing Sill Plate Nailing at Second Floor Bolt Length Sill Plate 13/8" WOOD STRUCTURAL PANEL (STRUCT SHEATHING) WITH 8d NAILS AT 6" O/C EDGES AND 12" O/C IN FIELD (3x STUDS @ 48" O/C) 280 PLF (EARTHQUAKE) & 349 PLF (WIND) 12" O/C 16” O/C 16d STAGGERED AT 6” O/C 14"2X 23/8" WOOD STRUCTURAL PANEL (STRUCT SHEATHING) WITH 8d NAILS AT 4" O/C EDGES AND 12" O/C IN FIELD (3x STUDS @ 48" O/C) 430 PLF (EARTHQUAKE) & 602 PLF (WIND) 10" O/C 16" O/C 16d STAGGERED AT 4” O/C 14"3X 33/8" WOOD STRUCTURAL PANEL (STRUCT SHEATHING) WITH 8d NAILS AT 3" O/C EDGES AND 12" O/C IN FIELD (3x STUDS @ 48" O/C) 550 PLF (EARTHQUAKE) & 770 PLF (WIND) 8" O/C 12" O/C 16d STAGGERED AT 2” O/C 14"3X Count Equipment Abbreviation Manufacturer Part Number 1 SSWSimpson Strong-Tie Company Inc. SSW24x8 St 1 SSWSimpson Strong-Tie Company Inc. SSW24x8 St 2 1/4" = 1'-0" Roof Framing Plan -Elev. 'A' 1/4" = 1'-0" Second Floor
15" MIN. 3" 18" MIN. 6" C D E F G H A. FINISH GRADE B. NATURAL GRADE C. (2) #4 BARS CONTINUOUS TOP AND BOTTOM (MINIMUM 20" LAP AT SPLICES) WITH 3" CONCRETE COVER AT ALL SIDES D. SLAB PREPARATION (SEE PLAN) E. #3 BARS AT 18" O/C BOTH WAYS(BLOCK UP TO HOLD AT CENTER OF SLAB) F. CONCRETE SLAB (SEE PLAN) G. POUR JOINT (OPTIONAL) H. PRESSURE TREATED SILL PLATE) I. INTERIOR FINISH (SEE PLAN) J. EXTERIOR FINISH (SEE PLAN) K. ANCHOR BOLT (EMBED 7" MIN. INTO FIRST POUR) L. 20 GA. WEEP SCREED TYP. @ ALL STUCCO LOCATION M. PAT FOOTING (WHERE OCCURS) (SEE PLAN) K 3" M SEE PLANS 15" MIN. 3" D E F G H A. CONCRETE SLAB (SEE PLAN) B. SLAB REINFORCEMENT (SEE PLAN) C. (2) #5 BARS CONTINUOUS TOP AND BOTTOM (MINIMUM 20" LAP AT SPLICES) WITH 3" CONCRETE COVER AT ALL SIDES D. SLAB PREPARATION (SEE PLAN) E. #3 BARS AT 18" O/C BOTH WAYS (BLOCK UP TO HOLD AT CENTER OF SLAB) F. CONCRETE SLAB (SEE PLAN) G. POUR JOINT (OPTIONAL) H. PRESSURE TREATED SILL PLATE) I. INTERIOR FINISH (SEE PLAN) J. EXTERIOR FINISH (SEE PLAN) K. ANCHOR BOLT (EMBED 7" MIN. INTO FIRST POUR) 3" MIN. 18" MIN. A. 4X4 POST (U.N.O) ON PLAN B. REFER TO PLANS & TABLE BELOW FOR CONNECTION TYPE NOTES: - ALL STRAPS ARE SIMPSON STRONG TIE INSTALL STRAPS OVER SHEAR PANEL REFER TO TYPICAL INTERIOR FOOTING DETAILS FOR MORE INFORMATION INSTALL ADDITIONAL #5 X 6'-0" CENTERED @ STRAP HOLDOWN (BEND REBAR @ CORNER) OMIT #4 BAR IF CONT. REBAR EXIST @ THIS LOCATION STRAP EMBEDMENT MARKS IS COLD JOINT FOR MISSING OR MISLOCATED HOLDOWN STRAP, SEE DETAILS 14/D-1 SIMPSON HOLDDOWN le NO. OF NAILS EACH STRAP STHD14 14" (38) - 16d SINKER A B--SEE PLAN A B A A. CONCRETE SLAB PER PLAN B. CONCRETE FOOTING (SEE PLAN) C. 4x4 POST TYP. (U.N.O. SEE PLANS) D. STRAP (SEE PLAN) E. CONCRETE FOOTING (SEE PLAN) F. FOR REBAR SIZE AND SPACING SEE PLANS C D SEE PLAN M N 3 F A. 1/2"x4" FIBER EXPANSION JOINT B. DRIVEWAY C. REBAR (SEE PLAN) CONTINUOUS TOP AND BOTTOM (MINIMUM 20 LAP AT SPLICES) WITH 3" CONCRETE COVER AT ALL SIDES D. POUR JOINT (OPTIONAL) E. SLOPING CONCRETE SLAB (SEE FOUNDATION PLAN) F. SLAB PREPARATION (SEE FOUNDATION PLAN) F 1/2" @ 2x6 WAL 5" @ 2x4 WALL L P 1 12" MIN. 3" 15" MIN. 7 1 M N A B E D C A B C D A. CONCRETE SLAB (SEE PLAN) B. #3 BARS AT 18" O/C BOTH WAYS (BLOCK UP TO HOLD AT CENTER OF SLAB) C. INTERIOR FINISH (SEE PLAN) D. 2x PRESSURE TREATED SILL PLATE WITH "HILTI DN72P8" (2-7/8" LONG) 0.145" DIAMETER PINS AT 32" O/C AND 12" MAX. FROM BREAKS IN PLATE B C D A A D OUTER 1/3 OF SPAN ONLY d d MIN. A. HOLE EDGE DISTANCE 5/8" MIN. B. SILL PLATE C. STUD D. NOTCH DEPTH & BORED HOLE SEE TABLE BELOW NOTE: BORED HOLES NOT PERMITTED IN MORE THAN TWO CONSECUTIVE DOUBLE STUDS. BORED HOLES STUD SIZE EXTERIOR BEARING & WALLS NONBEARING WALLS 2X4 1-7/16" 2-1/8" 2X6 2-3/16" 3-5/16" 2-2X4 2-1/8" 2-1/8" 2-2X6 3-5/16" 3-5/16" NOTCH DEPTH STUD SIZE EXTERIOR BEARING & WALLS NONBEARING WALLS 2X4 7/8" 1-7/16" 2X6 1-3/8" 2-3/16" C U R B C O N 6 7 1 2 3 4 5 1. END OF CONC. STEM 2. SECTIONAL GAR. DOOR 3. 4x POST OR (2) 2x TRIMMERS (SEE FRAMING PLAN) 4. SHEAR PANEL WHERE OCCURS (SEE FRAMING PLAN) 5. SIDING OVER 15 LB. BUILDING PAPER 6. WALL FRAMINg (SEE PLAN FOR SPECIFIC CONDITION) 7. NOTCH IN STEM (SEE FOUNDATION PLAN) A E F D A. PAVING (SEE PLAN) B. CONCRETE PIER FOOTING C. 26 GA. (MINIMUM) CONTINUOUS GALVANIZED METAL WEEP SCREED D. EXTERIOR FINISH (SEE PLAN) E. PRESSURE TREATED SILL PLATE) F. 2x WOOD STUDS AT 16" O/C G. 5/8" DIA. ANCHOR BOLTS (2 MIN. PER WALL) H. REBAR (WHERE OCCURSSEE PLAN I. NATURAL GRADE C B 3 3" (SEE PLAN) H G M N 8 1 8 2 M N 15 MIN. 3" M N 3 1 8 M N A B C D E F G M N 8 A. FINISH GRADE B. NATURAL C. (2) #5 BARS AND BOTTOM LAP AT SPLICES) CONCRETE SIDES D. SLAB PREPERATION PLAN) E. #3 BARS AT F. CONCRETE G. POUR JOINT H. PRESSURE PLATE) HOLDOWN J. ANCHOR INTO FIRST K. PAT FOOTING OCCURS) 8" H K A B C E F A. FINISH GRADE B. NATURAL GRADE C. SLAB PREPARATION (SEE PLAN) D. #3 BARS AT 18" O/C BOTH WAYS(BLOCK UP TO HOLD AT CENTER OF SLAB) E. CONCRETE SLAB (SEE PLAN) 2" MIN ABOVE GRADING 8" A. 1-3/4" MAX. IF BORED HOLE EXCEED 1-3/4" IN 2x4 TOP PLATE OR 2-3/4" IN 2x6 TOP PLATE, STRAP E/S OF PLATE W/ ITEM #3 BELOW. B. NOTCH IN PLATE C. TOP PLATES SILL PLATES D. PIPE WHERE OCCURS E. SIMPSON CS16x14" LONG METAL STRAP, TYP. @ EACH PLATE CUT W/ (6) 8d NAILS @ EACH SIDE F. LOCATE ANCHOR BOLT 5" MIN. 9" MAX. AWAY FROM NOTCH OR END OF PLATE G. ANCHOR BOLTS PER PLANS NOTE: IF NOTCH OR HOLE EXCEEDS 50% O FTOP PLATE WIDTH, USE SIMPSON ST6224, STAGG. E/S OF PLATES. USE SIMPSON AS NEEDED A A A D D E F E G C 3" MAX. 1/2 DEPTH DEPTH WALL JACK W/ BACK DRAFT DAMPER OR ROOF JACK W/ BACK DRAFT DAMPER APPROVED CLOSES DUCTING MOISTURE EXHAUST DUCT APPROVED FLEXIBLE DUCTING CONNECTOR 6'-0" MAX. WHEN ROOF APPLICATION ARE NECESSARY THE VENTS SIZE MUST BE 5" DRYER DUCT W/ A FANTECH (RVF4XL) DRYER BOOSTER FAN W/ PRESSURE SWITCH SEE ELECTRICAL OR MECH. FOR DRYER VENT APPLICATION. DRYER 32 FEET 23 FEET 14 FEET 60 FEET 60 FEET 60 FEET 60 FEET MAX LENGTH 4"∅ MAX LENGTH 5"∅ NUMBER OF 90° ELBOWS MAXIMUM DRYER VENT LENGTHS PER U.M.C. MAX. COMBINED HORIZ.. AND VERT. LENGTH SEE CHART BELOW 90° ELBOW SEE CHART BOOSTER FAN IN ATTIC (FANTECH, DBF110 DRYER EXHAUST FAN) (UL507) 15' MIN. 1. 1 1/2" (OUTSIDE DIAMETER) GALVANIZED STEEL PIPE HANDRAIL 2. METAL SUPPORT BRACKETS AT 4'-0" O/C AND 12" FROM ENDS 3. 2 x SOLID BACKING AT EACH SUPPORT 4.WALL FINISH 1.HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. 2.SHALL HAVE THEIR ENDS RETURNED OR SHALL TERMINATE IN 3.HANDRAILS SHALL BE MOUNTED SUCH THAT THEY WILL SUPPORT A 200 POUND 4.GUARDRAILS AND BALCONY RAILINGS SHALL BE DESIGNED TO WITHSTAND 5.HANDRAILS PROJECTING FROM THE WALL SHALL HAVE A SPACE NOT MORE TYPICAL HANDRAIL NOTES: OR LESS THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL. A 200-POUND PER FOOT HORIZONTAL FORCE TO THE TOP RAIL LOAD APPLIED IN ANY DIRECTION AT ANY POINT NEWEL POSTS OR SAFETY TERMINALS. 1 2" 2" 2 3 4 (11B-505) PLAN VIEW WALL TRANSITION G F C B E A E A. 16d's @ 4" O.C. STAGGERED B. EDGE NAILING C. NAIL CORNER & MULTI-STUDS TOGETHER W/ 16d's @ 16" O.C. STAGGERED D. POST AT END OF SHEAR PANEL PER PLAN E. PLYWOOD SHEAR PANEL PER PLAN F. CORNER STUDS OR POST PER PLAN. G. TYPICAL 2X STUDS @ 16" O.C. U.N.O. W/ (2) 16d END NAILS OR (4) 8d TOE NAILS EACH END TO TOP & SILL PLATES. G E D B NOTE NAILS SPACED @ 2" O.C. SHOULD BE STAGGERED MIN. 3/8". ALL PLYWOOD E.N. SHOULD FALL ON 2X FRAMING MEMBERS. A. BEAM (SEE PLAN) B. SIMPSON "BC64" POST CAP B A A H G D F B A A. (2) #5 BARS CONTINUOUS TOP AND BOTTOM (MINIMUM 20" LAP AT SPLICES) WITH 3" CONCRETE COVER AT ALL SIDES B. SLAB PREPARATION (SEE PLAN) C. #3 BARS AT 18" O/C EACH WAY (BLOCK UP TO HOLD AT CENTER OF SLAB) D. CONCRETE SLAB (SEE PLAN) E. POUR JOINT (OPTIONAL) F. PRESSURE TREATED SILL PLATE) G. INTERIOR FINISH (SEE PLAN) H. WALL FRAMING (SEE PLAN) I. ANCHOR BOLT (EMBED 7" MIN. INTO FIRST POUR) C E 15" MIN. 3 3" 1 8 M N CORNER INSTALLATION TO CORNER HD INSTALLATION SIMPSON HOLDDOWN de le NO. OF NAILS EACH STRAP 20" HDU5-SDS2.5 W/ SSTB24 1 3/4" MIN.. 1 3/4" NOTES: DEEPEN FOOTING AS REQUIRED TO ARCHIEVE le + 4" REFER TO MANUFACTURER SPECS. FOR INSTALLATION TO WOOD MEMBER MIN. DIST, TO CORNER SHOULD BE 5" MIN. F'C=2,500 PSI SEE PLANS FOR HOLDOWN TYPES SEE DETAIL #1 FOR LEGEND & INFORMATION #8 SHOWN FOR MISSING OR MISLOCATED HOLDOWN STRAP P E R P L A N de 1 3/4" MIN.. 1. PROVIDE MIN. #4 BAR 6'-0" LONG. 3" TO 5" FROM THE CENTERED AT "HD" (BEND REBAR AT CORNER) 2. SSTB BOLT 24" HDU8-SDS2.5 W/ SSTB28 1 3/4" e 3 M N S E E P L A N C O N T F T G 3 FIX USING EPOXY GROUT FIX USING SIMP. BPS 5/8 1 4 2 3 6 3 5 5 1. OVERSIZED HOLE OR HOLE GREATER THAN 1/16" OVER BOLT DIAMETER 2. ANCHOR BOLT 3. SILL PLATE 4. EPOXY GROUT 5. SIMPSON BPS 5/8" 6. STUD WALL PER PLAN SEE PLANS 15" MIN. 3" A B C D E F G H K A. CONCRETE SLAB (SEE PLAN) B. 30" LONG #4 BAR AT 24" O/C C. (2) #5 BARS CONTINUOUS TOP AND BOTTOM (MINIMUM 20" LAP AT SPLICES) WITH 3" CONCRETE COVER AT ALL SIDES D. SLAB PREPARATION (SEE PLAN) E. #3 BARS AT 18" O/C BOTH WAYS (BLOCK UP TO HOLD AT CENTER OF SLAB) F. CONCRETE SLAB (SEE PLAN) G. POUR JOINT (OPTIONAL) H. PRESSURE TREATED SILL PLATE) I. INTERIOR FINISH (SEE PLAN) J. EXTERIOR FINISH (SEE PLAN) K. ANCHOR BOLT (EMBED 7" MIN. INTO FIRST POUR) 3 M N 2 M N S E E P L A N S 1 8 M N G J 8" 4 6 4x BOX GIRDER TRUSS (SEE PLAN) DRAG TRUSS (SEE PLAN) E.N SHEAR PANEL (SEE PLAN) BEAM (SEE PLAN) 66 D-3 STRAP (SEE PLAN) 2'-0" LAP A-A ROOF SHEATHING (SEE PLAN) TRUSSES SEE PLANS 15" MIN. 3" D E F G H A. CONCRETE SLAB (SEE PLAN) B. SLAB REINFORCEMENT (SEE PLAN) C. (2) #5 BARS CONTINUOUS TOP AND BOTTOM (MINIMUM 20 LAP AT SPLICES) WITH 3" CONCRETE COVER AT ALL SIDES D. SLAB PREPARATION (SEE PLAN) E. #3 BARS AT 18" O/C BOTH WAYS (BLOCK UP TO HOLD AT CENTER OF SLAB) F. CONCRETE SLAB (SEE PLAN) G. POUR JOINT (OPTIONAL) H. PRESSURE TREATED SILL PLATE) INTERIOR FINISH (SEE PLAN) J. ANCHOR BOLT (EMBED 7" MIN. INTO FIRST POUR) M N 1 8 M N A. HEADER (SEE PLAN) B. KING POST (SEE PLAN) C. 2x WOOD STUDS @ 16" O/C D. DOUBE TOP PLATES E. 4x4 BLOCKING F. FLOOR JOIST PER PLAN G. FLOOR SHEATHING SEE PLAN) H. SILL PLATE POST PER PLAN J. TRIMMER (SEE PLAN) K. 'SIMPSON ST18' EACH SIDE OF POST L. STRAP PER PLAN K 1 M N E Q E Q L A B C D F E G H C 1 3 d 1/8" MAX. d SAW CUT (SJ) SEALANT WITH FINE SAND TOPPING NOTE: PROVIDE CONTROL JOINTS AT 15'-0" MAX. EACH WAY (U.O.N.) PROVIDE SAW CUT WITHIN 24 HOURS OF POUR 4" CONCRETE SLAB WITH #3 (SEE PLAN FOR PREPARATION & REINFORCEMENT) (2,500 PSI) A. 4X4 POST (U.N.O) ON PLAN B. REFER TO PLANS & TABLE BELOW FOR CONNECTION TYPE NOTES: ALL STRAPS ARE SIMPSON STRONG TIE INSTALL STRAPS OVER SHEAR PANEL REFER TO TYPICAL INTERIOR FOOTING DETAILS FOR MORE INFORMATION MIN. F'C=2,500 PSI INSTALL ADDITIONAL #4X6'-0" CENTERED @ STRAP HOLDOWN (BEND REBAR @ CORNER) OMIT #4 BAR IF CONT. REBAR EXIST @ THIS LOCATION SEE DETAIL #1 FOR LEGEND & INFORMATION NO SHOWN STRAP EMBEDMENT MARKS IS COLD JOINT SIMPSON HOLDDOWN le NO. OF NAILS EACH STRAP STHD14 14" (38) - 16d SINKER A B S E E P L A N SEE PLAN M N 6 1. SHEAR WALL (SEE PLAN) 2. SHEAR WALL (SEE PLAN ABOVE (L=20'-8") 3. 2x WOOD STUDS @ 16" O/C 4. BEAM (SEE PLAN) 5. "SIMPSON MST24" STRAP 6. HOLDOWN STRAP OR BOLT (SEE PLAN) 7. ANCHOR BOLTS (SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING) 70 T O G A R A G E S L A B E Q E Q 6 7 1 2 3 5 3 5 6 1/8" GAP 24" MIN. N OFFSET EDGE SUPPORT ALT. CONDITION W/ MAX. 6" AWAY FROMFRAMING MEMBER L O N M B A B C D K OPENING IN DIAPHRAGM D E F G H A. DIRECTION OF FACE GRAIN B. DIAPHRAGM BOUNDARY NAILING (B.N). 10D @ 6" O/C. C. DISCONTINUOUS PANEL EDGE, EDGE NAILING 10D @ 6" O/C. D. 24" MIN. UNLESS FULLY BLOCKED @ ALL EDGES. E. 1/8" GAP U.N.O. F. FIELD NAILING (10d AT 12 O/C) G. FRAMING MEMBERS H. TYP. APPROVED HANGERS USE (3) 16d TOE NAILS IF LENGTH OF TOE JOIST IS GREATER THAN 6'-0". I. BLOCK OUT EDGES OF THE OPENING W/ DBL. STRUCTURAL. MEMBERS/BEAM (PER PLAN) & PROVIDE B.N. @ ALL EDGES. J. TYP. 2-BAYS OF BLKG. W/ CS16 W/ NAILS @ 2 1/16" O.C. K. 2X4 FLAT CONNECT TO FRAMING MEMBER W/ (2 10d COMMON NAILS @ EA. END L. SHEATHING M. ROOF OR FLOOR FRAMING MEMBER. N. 2X4 W/ NAILS TO BE MATCHED W/ EDGE NAILING O. PANEL JOINT NOTES: - STAGGERED JOINTS AS SHOWN. - MIN. SIZE OF SHEET SHALL BE 2'X2'. NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF SHEATHING. - SEE GENERAL NOTES FOR PLYWOOD TYPE, THICKNESS, SPACING, & NAILS SIZE. - PROVIDE MIN. 3/8" EDGE DIST. @ FRAMING MEMBER & 5/16" TO EDGE OF PLYWOOD DIAPHRAGM. - ALL DIAPHRAGM BOUNDARIES SHOULD BE FULLY SUPPORTED BY FRAMING MEMBERS W/ BOUNDARY NAILING. - MAX. UNSUPPORTED SHEATHING TO BE 24". PROVIDE ADEQUATE FRAMING MEMBERS TO LIMIT SPAN. 1. 2x4 WOOD STUDS AT 16" O/C 2. 1-3/4" X FULL DEPTH LVL RIM BOARD (OR 2x TO MATCH F.J.) 3. 1-3/4" x FULL HIGH LVL SOLID BLOCKING (OR 2X FULL HIGH) 4. "SIMPSON MSTA24" STRAP AT EACH STUD TO DOUBLE 2x JOIST OR BEAM 5. 1/2" GYPSUM BOARD SIDES AND 1 x 6 MDF WOOD CAP (PAINT) 6. 2x WOOD STUDS AT 16" O/C 7. FLOOR JOISTS (SEE PLAN) 8. FLOOR SHEATHING (SEE PLAN) 9. STAGGER 16d NAILS AT 12" O/C 1 5 4 2 M N 4 2 3 6 7 8 9 E Q E Q 15" MIN. 3" M N 3 1 8 M N A B C D E F G H J K M N 8 A. FINISH GRADE B. NATURAL GRADE C. CONTINUOUS FOOTING REBAR (SEE PLAN) TOP AND BOTTOM (MINIMUM 20" LAP AT SPLICES) WITH 3" CONCRETE COVER AT ALL SIDES D. SLAB PREPERATION (SEE PLAN) E. #3 BARS @ 18" O/C BOTH WAYS (BLOCK UP TO HOLD AT CENTER OF SLAB) F. CONCRETE SLAB (SEE PLAN) G. POUR JOINT (OPTIONAL) H. PRESSURE TREATED SILL PLATE) INTERIOR FINISH (SEE PLAN) J. EXTERIOR FINISH (SEE PLAN) K. ANCHOR BOLT (EMBED 7" MIN. INTO FIRST POUR) L. #3 DOWELS AT 18" O.C. 8". 18" 24" L 1. LINE OF STAIRS 2. 2x WOOD STUDS @ 16" O/C 3. DOUBLE TOP PLATES 4. SILL PLATE 5. H2.5A FROM EACH STUD TO TOP OF TREAD 2 3 4 1 5 3/4" = 1'-0" 1 Perimeter Footing 3/4" = 1'-0" 2 Slab To Perimeter Exterior 1" = 1'-0" 5 Exterior Holdown Strap 3/4" = 1'-0" 6 Pad Footing 3/4" = 1'-0" 7 Garage Door Opening Footing 3/4" = 1'-0" 10 Interior Wall 1 1/2" = 1'-0" 15 Stud Notching / Boring Limits 1 1/2" = 1'-0" 13 Garage Door Jamb 1" = 1'-0" 12 Pier Footing 3/4" = 1'-0" 4 Holdown Strap at Garage 3/4" = 1'-0" 9 Perimeter Slab 1 1/2" = 1'-0" 16 Piping Thru Plate Framing C 2023 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect. C:\Users\AbrahamEsquivel\Andresen Architecture Inc\AAIA ccess\Projects\4_Projects 2020-2029 \2020\20-3972 Carcelen Hawthorne 7 -Homes\Revit\20-3972 Carcelen Hawthorne Avenue 7-Homes.rvt 12/19/2023 5:10:35 PM Details Proposed 7 Single Family Residences For: New Legacy Corporation 19 Dec. 2023 20-3972 16278-16294 Hawthorne Avenue, Fontana, CA 92335 1" = 1'-0" 18 Dryer Detail 3" = 1'-0" 26 Handrail / Guardrail 22 Shear Wall/wall Intersection 3/4" = 1'-0" 24 Beam / Beam Connection 1" = 1'-0" 11 Interior Bearing Footing 1" = 1'-0" 23 Ttp. Holdown Installation 1" = 1'-0" 25 Fix Oversized Hole 3/4" = 1'-0" 8 Garage Perimeter Footing w/ Curb 1/2" = 1'-0" 19 Drag Truss Detail 3/4" = 1'-0" 3 Slab To Perimeter Garage 3/4" = 1'-0" 14 King Post to Header 1" = 1'-0" 17 Typ. Control Joint 1" = 1'-0" 20 Interior Bearing Footing 1/2" = 1'-0" 27 Shear Transfer at Garage 1/2" = 1'-0" 28 Sheathing Layout 1" = 1'-0" 29 Low Wall Cap Detail 3/4" = 1'-0" 30 Perimeter Footing W/ Curb 3/8" = 1'-0" 21 Stairs Framing
Figure 7k: Detail Drawings
Figure 8a (top left): 1-Bedroom Floor Plan
Figure 8b (bottom left): 2-Bedroom Floor Plan
PROJECT SITE OWNER: MAILING ADDRESS: PROJECT ADDRESS: ARCHITECT: CONTACT: APN: ZONING: LAND USE: OCCUPANCY: CONSTRUCTION: PROJECT DESCRIPTION: LOT SIZE BEFORE NEW LOT SIZE: MINIMUM DENSITY: MAXIMUM DENSITY: DWELLINGS MAXIMUM BUILDING LOT COVERAGE: GROSS LOT BUILDING FOOTPRINT: IMPERVIOUS TOTAL LOT NET LOT SIZE: HARDSCAPE IMPERVIOUS PERVIOUS CONCRETE LANDSCAPE PERVIOUS CONCRETE TOTAL LANDSCAPE PARKING SUMMARY: 2.5 SPACES REQUIRED: UNCOVERED COVERED TENANT PROVIDED: UNCOVERED COVERED TENANT TOTAL PARKING EV CHARGING EV CHARGING ACCESSIBLE REQUIRED: PROVIDED: OPEN SPACE: REQUIRED BICYCLE 1 SPACE 4 20% SHORT80% LONG TERM AMENITIES REQUIRED: SHADE TRELLIS CHILDREN'S 1/2 COURT BASKETBALL TOTAL POINTS NUMBER OF 1ST FLOOR 2ND FLOOR 3RD FLOOR TOTAL CONDITIONED COVERED PORCH/ COVERED STAIRS FOOTPRINT TOTAL BLDG. UNIT 1 (1 BED 2 BATH) CONDITIONED AREA: 653 SF PATIO/ BALCONY: 138 SF UNIT 2 (2 BED 2 BATH) CONDITIONED AREA: 851 SF PATIO/ BALCONY: 130 SF Cherry Ave NEW DRIVEWAY, PER COUNTY STANDARDS (N)PROPERTY LINE AFTER 10' DEDICATION (E)DRIVEWAY TO BE REMOVED. SIDEWALK 4 00 EXISTING CURB, GUTTER AND SIDEWALK TO REMAIN (E)BLOCK WALL TO REMAIN SETBACK 5'-0" TYP. 19'-0" 35'-0" TYP. 19'-0" 5'-0" 3'-5" 68'-0" PROPOSED CARPORTS 17 Path of Travel to Public Right of Way Private Space Private Space Private Space Private Space STAIRS Private Space Private Space (E)BLOCK WALL TO REMAIN (E)UTILITY POLE (E)GUY ANCHOR TO BE REMOVED (E)CHAIN LINK FENCE TO REMAIN NEW PERIMETER SCREEN WALL TO MATCH EXISTING COMMON OPEN SPACE STAIRS STAIRS STAIRS 6,500 SF BBQ/TRELLIS BBQ/PATIO COURT BASKETBALL CHILDREN'S PLAYGROUND TRASH ENCLOSURE PER COUNTY STANDARDS TRASH ENCLOSURE PER COUNTY STANDARDS STAIRS NEW GUY ANCHOR AND WIRE Private Space Private Space BIKE LOCKERS BIKE RACK PALING FENCE (10)EV Ready Charging Spaces (10)EV Ready Charging Spaces (4)EV Capable Charging Spaces (4)EV Capable Charging Spaces (4)EV Charging Spaces (E)PROPERTY LINE ADJUSTED Property Line to be Removed by Lot Line Adjustment Private Space Private Space Private Space Private Space 2 Story - (3) 2-Bed Units & Rec/Communal Room Below BUILDING 1 3-Story (12)2 - Bed Units, (6)1- Bed Units, Stacked Apartments 2-Story (8)2 - Bed Units, (4)1- Bed Units, Stacked Apartments BUILDING 3 Private Space Private Space 85'-6" 100'-0" SETBACK 25'-0" 37' 10" S E T B A C K 1 50 8 00 48' 0" R28 -0 TOT LOT TYP. 19' 0" T Y P 90 5 164.65' 4 11 10 TYP. 19' 0" T Y P 90 SETBACK 5' 0" 3'-5" 5'-0" 19'-0" 35'-0" 19'-0" 5'-0" 4 41 0 S E T B A C K 50 " 36' 0" 1 5 30 5 31 0 50 " 1 8 30 " 9 00 50 50 1 20 50 90 80 8 58 50 1 20 50 9 90 10 T Y P 90 " FIRE TRUCK TURN-AROUND MAIL BOX 17 9 1 0 00 1 71 1 6 37 14.52' 82'-3" 1 46 " 84'-10" 50 40 47 4 4 41 0 165.08' 82.24' 82 24 4 41 0 289.75' 14.52' 35'-0" BUILDING 2 PROPOSED CARPORTS Kitchen/Dining Bathroom 9' 7" 18' - 0" 9'-4" Bathroom #2 Kitchen/Dining Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect. Proposed 33 Satnam 29 Jan. 22-4702 8363 Cherry Proposed 33 Unit Apartment Complex for: Satnam Singh 8363 Cherry Avenue, Fontana, CA 92335 Vicinity Map 1" = 20'-0" Site Plan Sequence of Drawings - PL NumberDescription PL1Site Plan PL2Floor Plans PL3Elevations Buildings 1 & 2 PL4Floor Plans & Elev's Bldg. 3 GPPreliminary Grading Plan LPPreliminary Landscape Plan 1/8" = 1'-0" Typical 1-Bed Unit Floor Plan 1/8" = 1'-0" Typical 2-Bed Unit Floor Plan REF. (E)DRIVEWAY TO BE SIDEWALK BE SIDEWALK TYP. 19'-0" 5'-0" 3'-5" 68'-0" SETBACK 10'-0" Path Public Right Private Space Private Space Private Space Private Space STAIRS Private Space Private Space (E)BLOCK WALL TO REMAIN (E)BLOCK WALL TO REMAIN (E)BLOCK AND W.I. WALL AND GATE TO BE REMOVED NEW PERIMETER BLOCK WALL TO MATCH EXISTING COMMON OPEN SPACE STAIRS STAIRS STAIRS 6,500 SF BBQ/PATIO HALF-COURT BASKETBALL CHILDREN'S PLAYGROUND STAIRS Private Space Private Space BIKE LOCKERS BIKE RACK PALING FENCE Private Space Private Space Private Space Private Space 2 Story - (3) 2-Bed Units & Rec/Communal Room Below BUILDING 1 3-Story (12)2 - Bed Units, (6)1- Bed Units, Stacked Apartments 2-Story (8)2 - Bed Units, (4)1- Bed Units, Stacked Apartments BUILDING 3 Private Space Private Space 25'0" 25'0" 50'0" HEATHER AVE. SETBACK 85'-6" 100'-0" SETBACK 25'-0" 37'10" R28 ' -0 " 10' - 0" 164.65' 11 10 TYP. 19' - 0" 3'-5" 5'-0" 19'-0" 8' - 4" 9 00 " 50 " 50 " 1 2 '0 " 50 " 90 " 8 '0 " 8 5 '8 " 50 " 1 20 " 5 '0 " 9 90 " 10 T Y P 90 MAIL BOX 1 0 0 '0 " 1 7 '1 1 " 50 " 40 " 47 " D E D C A T I 1 00 10'-0" 289.75' BUILDING 2 Kitchen/Dining Living Room Bedroom 2 5 '4 " 1 29 " 1 27 " 31' - 5" 1 8 '4 " 7 '0 " 21' - 11" 11' - 2" Balcony Laundry Bathroom 9' - 7" 5' - 6" 16' - 4" 18' - 0" 2 70 76 1 30 " 1 40 " 31' - 5" 9'-4" 2'-8" 8'-9" 10'-9" 67 " 46 " 1 51 1 " Bathroom #2 M.Bedroom M.Bathroom Living Room Kitchen/Dining Bedroom #2 Balcony Laundry 1/8" = 1'-0" Typical 1-Bed Unit Floor Plan 1/8" = 1'-0" Typical 2-Bed Unit Floor Plan
Figure 8d (right): Preliminary Site Plan
3D View 2
Andresen Architecture Inc.
Supervised by Flory Smith
Year 2023
This is a 33 unit apartment project is will be located on Cherry Avenue, Fontana, CA 92335, USA. The client wanted to maximize the amount of units that can be built on this property.
This project is in the preliminary stages of the project. The package was just submitted to the cities planning commity for review.
Singh Apartments - 33 units -Preliminary DrawingsREMAIN NEW PERIMETER WALL TO Kitchen/Dining Living Room 2 54 " 1 2 '9 " 1 8 '4 " 21' - 11" 11' - 2" Balcony
Figure 8d: Render
(E)BLOCK
3D View 1
3D View 2
REF. REF. REF. REF. UP UP 18' 0" 12' - 7" 18' - 0" 1' - 0" 5' - 2" 7 94 68' 0" 1 0 76 2 70 2 54 2 70 76 Bedroom #2 Living Room Kitchen/Dining Bathroom #2 M.Bathroom M. Bedroom Living Room Kitchen/Dining Bathroom #2 M.Bathroom M. Bedroom Bedroom #2 Bedroom Living Room Kitchen/Dining Bathroom Laundry Bathroom Kitchen/Dining Living Room Bedroom Laundry Kitchen/Dining Living Room Bedroom #2 M. Bedroom M.Bathroom Bathroom #2 Living Room Kitchen/Dining Bathroom #2 M.Bathroom M. Bedroom Bedroom #2 Patio Patio Patio Patio Patio Patio 2-Bed Unit 2-Bed Unit 1-Bed Unit 1-Bed Unit 2-Bed Unit 2-Bed Unit 17 9 61 0 17 1 0 00 19'-5" 19' 3" 15 89 7 94 81 1 15 76 2 70 2 54 2 70 76 Living Room Bathroom Kitchen/Dining 1-Bed Unit 1-Bed Unit Kitchen/Dining Bedroom #2 M. Bedroom Bathroom #2 Living Room M.Bathroom 2 Bed Unit 2 Bed Unit Kitchen/Dining Bathroom #2 M. Bedroom Living Room M.Bathroom M. Bedroom Bed Unit 9 91 0 3:12 3 1 2 3 1 2 3 1 2 3 1 2 3:12 3 : 1 2 HIP HIP VALLEY VALLEY VALLEY HIP VALLEY 3:12 HIP HIP VALLEY Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect. 1/8" = 1'-0" 1st Floor Plan -Building 1 & 2 2nd Floor Plan -Building 1 & 2 1/8" = 1'-0" Roof Plan -Buidling OWNER: SATNAM SINGH MAILING ADDRESS: 12770 GOLDEN LEAF DRIVE, RANCHO CUCAMONGA, CA 91739 takher374@gmail.com (909)912-2759 PROJECT ADDRESS: 8363 CHERRY AVENUE FONTANA, CA 92335 ARCHITECT: ANDRESEN ARCHITECTURE INC. 17087 ORANGE WAY FONTANA, CA 92335 CONTACT: FLORY SMITH (909)355-6688 flory.smith@aaifirm.com APN: 0230-063-24, 25 & 26 ZONING: MULTIPLE RESIDENTIAL (RM) VALLEY REGION LAND USE: VACANT OCCUPANCY: GROUP R-2 CONSTRUCTION: TYPE V-B PROJECT DESCRIPTION: PROPOSED 33 APARTMENT COMPLEX WITH ONE AND TWO BEDROOM UNITS, CONSISTING OF TWO (2) - 2 STORY BUILDINGS AND ONE (1) - 3 STORY BUILDING, WITH REQUIRED OPEN AND COVERED PARKING, TRASH ENCLOSURES, OUTDOOR AMENITIES, COMMUNITY ROOM, PERIMETER WALLS, SITE LIGHTING AND WATER QUALITY MEASURES. LOT SIZE BEFORE ADJUSTMENT: 73,140 SF. (1.68 AC) - ORIGINAL NEW LOT SIZE: 71,911 SF. (1.65 AC) - NEW MINIMUM DENSITY: 11 DWELLING UNTIS/ACRE (11 x 1.65 = 18 UNITS MIN) MAXIMUM DENSITY: 20 DWELLING UNITS/ACRE (20 x 1.65 = 33 UNITS) DWELLINGS PROPOSED: 33 UNITS MAXIMUM BUILDING HEIGHT: 45' - 0" ALLOWED 39' - 3" PROPOSED LOT COVERAGE: MAX. 60% (STRUCTURES AND IMPERVIOUS SURFACES) GROSS LOT SIZE: 71,911 SF BUILDING FOOTPRINT: 15,310 SF IMPERVIOUS CONCRETE: 27,649 SF TOTAL LOT COVERAGE: 42,959 SF (60%) (60% ALLOWED) NET LOT SIZE: 56,601 SF HARDSCAPE AREA: 38,849 SF (55%) IMPERVIOUS CONCRETE 27,649 SF PERVIOUS CONCRETE 11,200 SF LANDSCAPE AREA 17,752 SF (24.7%) PERVIOUS CONCRETE AREA: 11,200 SF (15.6%) TOTAL LANDSCAPE AND PERVIOUS CONCRETE: 28,952 SF (40.3%) PARKING SUMMARY: 2.5 SPACES REQ./ UNIT (33 UNITS X 2.5) = 82.5 REQUIRED: UNCOVERED TENANT VISITOR SPACES 49 SPACES COVERED TENANT SPACES: 34 SPACES PROVIDED: UNCOVERED TENANT VISITOR SPACES 49 SPACES COVERED TENANT SPACES: 34 SPACES TOTAL PARKING PROVIDED 83 SPACES EV CHARGING STATIONS REQUIRED 10% OF TOTAL NUMBER OF PARKING SPACES "EV CAPABLE" (CGBC 4.106.4.2.2) 25% OF TOTAL NUMBER OF PARKING SPACES "EV READY" (CGBC 4.106.4.2.2) 5% OF TOTAL NUMBER OF PARKING SPACES "EV CHARGER" (CGBC 4.106.4.2.2) EV CHARGING STATIONS PROVIDED 8 EVCS PROVIDED "EV CAPABLE" 21 EVCS PROVIDED "EV READY" 4 EVCS PROVIDED "EV CHARGER" ACCESSIBLE PARKING REQUIRED: 4 SPACES, INCLUDING 1 VAN ACCESSIBLE SPACE PROVIDED: 4, INCLUDING 1 VAN ACCESSIBLE SPACE OPEN SPACE: PRIVATE SPACE REQUIRED: 125 SQ. FT. PER UNIT PROVIDED: 130 SQ. FT. COMMON SPACE REQUIRED: A MINIMUM OF 900 SQ. FT, PLUS AN ADDITIONAL 125 SQ. FT. EVERY DWELLING UNIT ABOVE SEVEN. (900 + (26 X 125 = 3,250) = 4,150 SQ. FT. TOTAL) PROVIDED: 10,150 SF REQUIRED BICYCLE SPACE 1 SPACE / 4 UNITS (32 UNITS 4 8 SPACES REQUIRED 20% SHORT-TERM = 2 SPACES 4 BICYCLE RACKS PROVIDED 80% LONG TERM = 6 SPACES ) 6 BICYCLE LOCKERS PROVIDED 10 BICYCLE SPACES PROVIDED AMENITIES REQUIRED: 5 Points SHADE TRELLIS AREA WITH BBQ 1 POINT CHILDREN'S PLAYGROUND 2 POINTS 1/2 COURT BASKETBALL (ONE HOOP) 2 POINTS TOTAL POINTS PROVIDED: 5 POINT PROVIDED BUILDING 1 BUILDING 2 BUILDING 3 TOTAL NUMBER OF UNITS 12 UNITS 18 UNITS 3 UNITS 33 UNITS 1ST FLOOR 5,160 SF 5,160 SF 2,079 SF 2ND FLOOR 5,160 SF 5,160 SF 1,867 SF 3RD FLOOR 5,160 SF TOTAL CONDITIONED AREA 10,320 SF 15,480 SF 3,946 SF 29,746 SF COVERED PORCH/ BALCONIES 1,600 SF 2,404 SF 394 SF COVERED STAIRS 496 SF 638 SF 245 SF FOOTPRINT 6,425 SF 6,425 SF 2,460 SF 15,310 SF TOTAL BLDG. AREA 12,416 SF 18,522 SF 4,585 SF 35,523 SF UNIT 1 (1 BED 2 BATH) CONDITIONED AREA: 653 SF PATIO/ BALCONY: 138 SF UNIT 2 (2 BED 2 BATH) CONDITIONED AREA: 851 SF PATIO/ BALCONY: 130 SF CURB, REMAIN (E)BLOCK WALL TO REMAIN (E)BLOCK WALL TO REMAIN TRUCK AROUND and consent of Douglas Andresen, Architect. L ICENSED ARCHITECT STATEOF CALIFORNIA Douglas Andresen C-14504 12-31-25 RENEWAL DATE PL1 Site Plan Proposed 33 Unit Apartment Complex for: Satnam Singh 29 Jan. 2024 22-4702 8363 Cherry Avenue, Fontana, CA 92335 Sequence of Drawings - PL NumberDescription PL1Site Plan PL2Floor Plans PL3Elevations - Buildings 1 & 2 PL4Floor Plans & Elev's Bldg. 3 GPPreliminary Grading Plan LPPreliminary Landscape Plan
Figure 8e (right): Typical First floor plan of Buildings 1 & 2
&
1st Floor 0" 2nd Floor 10' - 2 1/2" T.P. 1 9' - 1" 3rd Floor 20' - 5 1/2" T.P. 3 29' - 6 1/2" A1 A6 A2 A3 A4 A8 A1 A8 1st Floor 0" 2nd Floor 10' - 2 1/2" T.P. 2 19' - 3 1/2" T.P. 1 9' - 1" 3rd Floor 20' - 5 1/2" T.P. 3 29' - 6 1/2" A6 A2 A3 A1 A4 A2 A8 A5 A51 991 1st Floor 0" 2nd Floor 10' - 2 1/2" T.P. 2 19' - 3 1/2" T.P. 1 9' - 1" 3rd Floor 20' - 5 1/2" T.P. 3 29' - 6 1/2" 81 26 A6 A3 A8 A1 A2 A4 A5 A7 1st Floor 0" 2nd Floor 10' - 2 1/2" T.P. 2 19' - 3 1/2" T.P. 1 9' - 1" 3rd Floor 20' - 5 1/2" T.P. 3 29' - 6 1/2" A6 A3 A2 A2 A4 A5 A7 A8 A1 1st Floor 0" 2nd Floor 10' - 2 1/2" T.P. 2 19' - 3 1/2" T.P. 1 9' - 1" 81 26 2 81 A6 A3 A1 A2 A5 A4 A7 A8 1st Floor 0" 2nd Floor 10' - 2 1/2" T.P. 2 19' - 3 1/2" T.P. 1 9' - 1" 21 A6 A1 A4 A3 A8 A7 A2 A2 1st Floor 0" 2nd Floor 10' - 2 1/2" T.P. 2 19' - 3 1/2" T.P. 1 9' - 1" A6 A4 A3 A2 A1 A8 A5 A6 1st Floor 0" 2nd Floor 10' - 2 1/2" T.P. 2 19' - 3 1/2" T.P. 1 9' - 1" 16 80 A6 A3 A8 A2 A2 A4 A5 A7 A8 A1 C 2020 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect. C:\Users\MelissaRosales\Andresen Architecture Inc\A AIAccess\Projects\4_Projects 2020-2029\2022\22-4 702 Singh Apartments\Revit\22-4702 Singh Apartments .rvt 2/5/2024 10:13:06 AM Elevations Buildings 1 & Proposed 33 Unit Apartment Complex for: Satnam Singh 29 Jan. 2024 22-4702 8363 Cherry Avenue, Fontana, CA 92335 1/8" = 1'-0" North Elevation -Building 2 1/8" = 1'-0" South Elevation -Building 2 1/8" = 1'-0" East Elevation -Building 2 1/8" = 1'-0" West Elevation -Building 2 1/8" = 1'-0" East Elevation -Building 1 1/8" = 1'-0" North Elevation -Building 1 1/8" = 1'-0" South Elevation -Building 1 1/8" = 1'-0" West Elevation -Building 1 Material Legend MarkMaterial A1MAIN COLOR A2ACCENT COLOR A3FASCIA A4SIDING A5STONE VENEER A6ROOFING TILES A7WROUGHT IRON RAILING DETAILS A8TRIM
Figure 8f-m: Elevations of Building 1
2
E V A N S S T MADISON ST EXISTING CURB & SIDEWALK TO REMAIN EXISTING CURB, GUTTER & SIDEWALK TO REMAIN EXISTING DRIVEWAY TO REMAIN EXISTING DRIVEWAY TO BE REMOVED PROPERTY LINE EXISTING PROPERTY LINE BEFORE STREET DEDICATION EXISTING SIGNAL LIGHT AND STREET LIGHT EXISTING UTILITY POLE EXISTING ELEC. CABINET TO REMAIN EXISTING BIKE RACKS TO BE RELOCATED EXISTING CITY MANHOLE PROPOSED DRIVEWAY PER CITY STANDARD EXISTING ENTRY TO REMAIN EXISTING LANDSCAPING TO REMAIN EXISTING TREE TO REMAIN EXISTING CITY MANHOLE EXISTING UNDERSIDEWALK CATCH BASIN TO REMAIN EXISTING UNDER-SIDEWALK CATCH BASIN TO REMAIN 0'-0" BUILDING SETBACK 36'-0" 5'-0" TYP. 12'-0" TYP. 9'-0" 6'-0" EXISTING BUILDING TO REMAIN EXISTING BUILDING TO BE REMOVED EXISTING CHAIN LINK FENCE TO BE REMOVED EXISTING CHAIN LINK FENCE TO BE REMOVED EXISTING CURB, GUTTER & SIDEWALK TO BE REMOVED EXISTING CITY LIGHTING PROPOSED CURB RAMP PROPOSED ACCESSIBLE PARKING PROPOSED TRASH ENCLOSURE PER CITY STANDARD El Amigo Market 1,485 SF Market Addition 3,696 SF PROPOSED CURB RAMP NEW LOCATION OF EXISTING BIKE RACKS 1 10 11 21 22 28 29 34 PROPOSED PROPERTY LINE AFTER STREET DEDICATION EXISTING PROPERTY LINE BEFORE STREET DEDICATION PROPOSED PROPERTY LINE AFTER STREET DEDICATION EXISTING PROPERTY LINE BEFORE STREET DEDICATION PROPOSED PROPERTY LINE AFTER STREET DEDICATION 0'-0" BUILDING SETBACK PROPOSED CARPOOL PARKING PROPOSED EV CHARGING PARKING PROPOSED PARKING STRIPING (TYP.) PER CITY STANDARDS PROPOSED PARKING STRIPING (TYP.) PER CITY STANDARDS PROPOSED PATH OF TRAVEL PROPOSED LANDSCAPING PROPOSED LANDSCAPING PROPOSED LANDSCAPING PROPOSED LANDSCAP NG PROPOSED PATH OF TRAVEL PROPOSED PATH OF TRAVEL PROPOSED CURB RAMP PROPOSED LANDSCAPING TYP. 9'-0" EX ST NG DOOR TO REMA N PROPOSED CURB RAMP PROPOSED LANDSCAPING P A R K N G S E T B A C K 5'-0" 8.05' 4.00' 147.93' 5'-0" 25 -0 1 5 0 9 9 PARK NG SETBACK 16 -0 M N 8 -0 7 -0 18 -0 17 -0" 33 -0 PARKING SETBACK 5'-0" MIN. 15'-0" 4'-0" 40'-0" 32'-0" 8'-0" W W W G G G G G G W W W 6'-0" TYP. 18'-0" DRIVE A ISLE 24'-0" MIN. TYP. 18'-0" PARKIN G SETBACK 15'-0" MIN. SETBACK 15'-0" TYP. 18'-0" SETBAC K 15'-0" 9'-0" 9'-0" 8'-0" 36'-0" 9'-0" EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN TYP. 9'-0" PROPOSED 6' HIGH DECORATIVE MASONRY BLOCK WALL PROPOSED 6' HIGH DECORATIVE MASONRY BLOCK WALL 20'-0" 136'-0" PROPOSED 3' HIGH DECORATIVE MASONRY BLOCK WALL 20'-0" PROPOSED 3' HIGH DECORATIVE MASONRY BLOCK WALL EXISTING DRIVEWAY TO BE REMOVED PROPOSED LIGHT POLE PROPOSED LIGHT POLE PROPOSED LIGHT POLE 1 PL1 1 PL1 EXISTING BUILDING TO BE REMOVED EV CHARGING STATION GROUND MOUNTED 2 40 2 PL1 2 PL1 3'-7" 4'-6" 90'-0" PROPOSED LANDSCAPING APN: 230-292-032 (3199 MADISON) ZONING: CG - COMMERCIAL GENERAL OCCUPANCY: GROUP M CONSTRUCTION: TYPE V-B FIRE SPRINKLERS: REQUIRED ALLOWABLE AREA: EASEMENTS: NONE PROJECT DESCRIPTION PROPOSED ONE-STORY BUILDING ADDITION TO MARKET. PROJECT TO INCLUDE SUPPORTING TRASH ENCLOSURE, SITE LIGHTING, LANDSCAPING, WQMP MEASURES OWNER: DERAR M T ABUSNOUBAR CONTACT: ABDEL AWAD (909) 519-3416 abdelawad30@gmail.com PROJECT ADDRESS: 3199 MADISON STREET RIVERSIDE, CA 92504 ARCHITECT: ANDRESEN ARCHITECTURE, INC. 17087 ORANGE WAY FONTANA, CA 92335 (909) 355-6688 CONTACT: DOUG ANDRESEN doug.andresen@aaifirm.com CIVIL: HP ENGINEERING INC. 1465 CRESTVIEW ROAD REDLANDS, CA 92374 CONTACT: HENRY POQUIZ (909) 335-8239 hcpoquiz@aol.com ELECTRICAL: RPM ENGINEERS, INC. 102 DISCOVERY IRVINE, CA 92618 CONTACT: RAYMOND PHUA (949) 450-1229 rayp@rpmpe.com LANDSCAPING: LANDSCAPE DYNAMICS CONTACT: SARA ZOLL (951) 264-8195 sarazoll@landscapedynamics.net LOT AREA GROSS LOT AREA: 23,484 SF. (0.54 AC.) BUILDING FOOTPRINT: 5,181 SF. LOT COVERAGE: 22% < 50% MAX. NET LOT AREA: 18,303 SF. (100%) LANDSCAPE AREA: 3,654 SF. (20%) HARDSCAPE AREA: 14,649 SF. (80%) BUILDING FOOTPRINT AREA: EXISTING MARKET 1,485 SF. NEW ADDITION 3,696 SF. TOTAL: 5,181 SF. TOTAL ADDED FLOOR AREA: 3,696 SF PARKING SUMMARY: PARKING SPACES REQUIRED: 1 250 SF. RETAIL SALES USE EXISTING CONVENIENCE STORE 1,485 250 5.94 SPACES NEW RETAIL (MARKET) 3,696 250 14.8 SPACES TOTAL PARKING SPACES REQUIRED 21 SPACES TOTAL PARKING PROVIDED 34 SPACES ACCESSIBLE SPACE REQUIRED 2 SPACES ACCESSIBLE SPACE PROVIDED 2 SPACES CLEAN AIR VAN POOL /EV REQUIRED: 3 SPACES CLEAN AIR VAN POOL /EV PROVIDED: 3 SPACES EV CHARGING SPACES REQUIRED: 2 SPACES EV CHARGING SPACES PROVIDED: 2 SPACES SHORT-TERM BIKE PARKING REQUIRED: 34 PARKING SPACES x 5% = 1.7 SHORT-TERM BIKE PARKING PROVIDED: 2 BIKE CAPACITY RACK AUTOMATIC FIRE SPRINKLER SYSTEM REQUIRED BY CITY ORDINANCE 16.32.335. FIRE SPRINKLER, FIRE ALARM, FIXED EXTINGUISHING SYSTEM, EMERGENCY SYSTEMS, STANDPIPES OR ANY OTHER TYPE OF FIRE PROTECTION SYSTEMS ARE REQUIRED BY THE CALIFORNIA FIRE CODE, CALIFORNIA BUILDING CODE ORDINANCE, SHALL BE SUBMITTED BY A CALIFORNIA LICENSED CONTRACTO SEPARATE PERMIT TO RIVERSIDE FIRE DEPARTMENT FOR APPROVAL AND PE ISSUANCE PRIOR TO ANY WORK ON SUCH SYSTEMS. 3 1. 2" TAN DECORATIVE WALL CAP 2. 8" TAN SPLIT FACE 3. FINISH GRADE OR FLATWORK 2 6'-0" 3 1. 2" TAN DECORATIVE WALL CAP 2. 8" TAN SPLIT FACE 3. FINISH GRADE OR FLATWORK 2 3'-0" copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect. L ICENS STATE Dou PL1 Site Plan Proposed Madison Street Market For: Derar M T Abusnoubar 12 Feb. 2024 20-3812 3199 Madison Street, Riverside, CA 92504 Proposed Madison Street Market For: Derar M T Abusnoubar 3199 Madison Street, Riverside, CA 92504 1" = 10'-0" Site Plan Deferred Submittal NOTE ALL OUTDOOR VENDING MACHINES AND UNPERMITTED SIGNAGE NEEDS TO Sequence of Drawings - DR NumberDescription PL1Site Plan PL2Floor Plans & Elevations C-1Conseptual Grading Plan FC1Photometric Plan L-1Preliminary Landscape Plans Elevation
Figure 9a: Site Plan
