Africa

This book is all about how steel frame homes are both affordable and available. These homes of 1200 square feet or less, often referred to as ADUs in America, are of much higher quality than timber framed homes. They can be built by a DIYer, or as a hybrid build with Trade Contractors or built by a General Contractor. Regardless of your choice a FrameUpNow cold framed steel home can be built for 1/2 the cost of a traditional timber framed home. Read this book for a complete education on the modern method of building with cold formed steel also know as light steel framed homes. Every home has a complete Bill of Materials that we refer to as a Materials Shopping List. This book offers the Home Depot Materials Shopping List as download so you can shop before you buy

eBook Explanation

eBook Explanation for use in building your plan This eBook contains the details necessary to permit a plan and localize the plan to the jurisdiction where you intend to build the Affordable Dwelling Unit. Refer to the instructions within the eBook or download the eBook to a PDF. By downloading you will be able to print any section you require. For example, you may want to print the Plan section on 18 x 24 paper. Take the Plan section PDF to a reproduction shop and order 18 x 24 pages for use while erecting the skeleton. Or you may want to print the Materials Shopping List to select the parts and materials to finish your home. For example; a washer and dryer or siding and roofing material. Just take the generic shopping list to any building supply store and personalize it to your taste. In America, Home Depot with 2,200 outlets in north America supplies finishing materials. The Truss and Wall calculations are required by some Jurisdiction to issue a building permit. The pages in the calculations section are stamped with an IBC International Building Code (IBC) compliance stamp. Normally another step is necessary to gain a local building permit. The plan must be localized to the building codes required by the Jurisdiction where the plan will be built. The engineered skeleton detail will remain as is while local codes must be added. Consult with your Jurisdiction and add a schedule of the codes you must meet when constructing your plan. And finally, there may be two additional steps which require unique input in order to be issued a building permit. You may be able to accomplish these steps yourself but the assistance of an Architect, Engineer or Draftsman may be helpful. Consider selecting a local Architect or Engineer to assist you with the following: • Site Plan: a layout of your building site including setback plan. • Foundation Plan: This plan is unique to your lot and the soil conditions.

Instructions for downloading a PDF from this eBook You may have a need to download a PDF from this eBook. For example, you may want to download the Materials Shopping List so that you can shop for the ingredients to finish your home. Download and print the pages of the shopping list on 8.5 x11 paper Or you may want a plan set to use during the erecting of your skeleton. Download the document and take the plan set to copy center. Common enlarged sizes are 11x17, 18x24 and 24x36.

Instructions for Building and Erecting The Skeleton

Instructions for building and erecting your frame: Metal Skeleton (Frame) The plan set in this document is designed with 24-inch centers. That means that the wall studs are 24 inches apart from one another. Framing in Metal To build this plan in metal, engage a manufacturer with framecad cold formed steel forming equipment to build the plan as depicted in the plan set of this eBook. 1. Wall panels and trusses are fully described, piece by piece in the plan set. And the metal plan is completely engineered including the wall panels and trusses and an International Building Code (IBC) Stamp is provided. 2. Your cold formed steel manufacture with framecad machines will provide you a complete set of fixtures, connectors and fasteners to complete the erecting of the skeleton. 3. A generic Materials Shopping List is provided so that you can plan and select all the materials beyond the skeleton required to complete the home. 4. A complete set of how-to videos are available to guide you in erecting the skeleton.

YOUR QUICK GUI DE TO CONSTRUCTING A STEEL SKELETON

Before beginning the construction of your steel skeleton, we strongly recommend you purchase the appropriate safety equipment for working on a construction site. This should include safety boots and safety goggles or glasses, a hard hat, a high-visibility jacket, and ear defenders for use with noisy power tools. There is a wealth of information available on the internet for health and safety on a construction site, most of which is basic common sense. Our principal piece of advice is to always keep the site clean and tidy. When building a dwelling, we tend to spend more time looking ahead or above than down at our feet, so best to make sure nothing is left lying around that anyone could trip over. As an added bonus, a clean site is more efficient to work in. The following are the seven steps you will need to take in the construction of your new steel-frame dwelling. For each of these sections we have provided a summary of what will be required, and each flowcode will give you access to more comprehensive, invaluable information.

The right tools for the job – Included in the information you will receive when you purchase the plans for a steel-frame dwelling will be a comprehensive list of tools needed to complete the entire construction process. However, for the frame erection stage, there is only a very short list. The main task will be to connect the individual pieces of the frame. Make sure you have the right tools for the job, as your frame is the most important part of the entire structure. Site preparation and laying the foundation – Here we recommend you use professional contractors. First, the site needs to be cleared and surveyed to establish what type of foundation will be needed. When the site is cleared, it will be ready for the concrete base and any foundation trenches to be dug where necessary.

Note that any services (e.g., water, gas, electricity, and drainage) should be installed in advance of laying the foundation so that you will have direct connections to them all through the concrete base.

Get your snaplines right – Once your concrete foundations have dried, you need to mark out where the frame will sit. You can establish the precise location based on the position of all the connections to the utilities, as you will know exactly, based on the plans, where in the dwelling each of these will be connected.

The next step is to create snaplines on the concrete. These require two people to run a length of heavily chalked string along the concrete base where the outside of the wall frame will be. You tighten the string, lift it up, and allow it to snap back into place, leaving a clear, straight chalk line on the concrete. This needs to be done for all external wall frames, and it is important to ensure that all lines meet at a right angle (90 degrees) to each other.

Taking delivery of the steel frame – All the wall frames, beams, trusses, and joists will arrive on a truck and trailer. As you unload them, place them in the right order on your foundation. In simple terms, you want all the pieces placed in order of installation.

Get on the phone and invite a load of capable friends to a frame construction party. Four or five will be enough, depending on the overall size of the frame, and this is a great way to make building your new home even more memorable and enjoyable.

Installing wall panels – If you’ve got your snaplines right, installing and connecting all the wall panels could not be easier or more straightforward.

Cross bracing – Cross bracing is installed to provide extra stability to keep the panels square to each other and stop them from racking.

Installing the trusses – Once your wall panels are in place, you are ready to install the roof trusses. Depending on their size, you may be able to manually lift them into place, but for larger and heavier trusses, mechanical machinery will be needed.

Flashing, moisture management, air barrier and wind reduction are some of the key benefits of a good house wrap. It is best practice to install flashing at windows and doors, as well as a moisture wrap and wind barrier.

Some builders will skip house wrap altogether—that is a mistake. A good house wrap goes over the exterior sheathing of a house, but on the living area of the siding. It creates a way for moisture that can get behind the siding to escape, and it prevents air from leaking into or out of the home. There are many house wraps in the marketplace today, and technologies are constantly changing and improving. One of the best house wraps available is Tyvek. Moisture collects behind siding in several ways. 1. Moisture in the air from inside your home. This can happen every time you flush a toilet run or water in a sink. 2. Moisture from outside your home. This can occur through any cracks or gaps, some of which may not even be visible.

3. Moisture from condensation. If the temperature varies from inside your energy envelope to the outside, when warm moist air comes in contact with a cool surface, condensation is sure to follow. Once those steps are complete, it’s time for an impromptu barbecue and a celebratory drink of something fizzy! After you have watched the videos that show how simple and rapid it is to erect a steel skeleton, you should feel confident that you have the DIY skills to build your own home.

Plan Set

Lilac Modern Animation and Plan Set

SHEET LIST

Sheet Name

S1.2 S2 S1.1 GN-1 CS-1

FRAMING LAYOUT GENERAL NOTE COVER SHEET

ELEVATION FRAMING LAYOUT 2 ROOF TRUSS LAYOUT PANEL LENGTH SECTIONS VIEW BRACING PLAN HOLD-DOWN PLAN

S5 S4 S3 S6 S7

D3 DETAILS D2 DETAILS D1 DETAILS

S10 S9 S8

SHEETROCK BACKING ROOF BRACING TRUSS BLOCKING LAYOUT

SQUARE FOOTAGE

RM HEIGHT

ROOM

AREA

BATH ROOM BED ROOM KITCHEN/ LIVING ROOM

65 SF 112 SF 190 SF 102 SF

SLOPED SLOPED SLOPED SLOPED

DINING

58 SF

WALL FOOT PRINT TOTAL AREA

527 Sq.ft

ISOMETRIC VIEW

C000049986 EXP:06/30/2030 V

LILAC_MODERN_350

Downey California 90240 9268 east Gainford Lilac_Modern

SCALE

DRAWN

DATE DRAWN 09-06-2025

JOB REFERENCE

REVISION

JOB DETAILS

CS-1

1/4" : 1'-0"

500

ADDRESS

DWG FILE

VIEW NAME

Lilac_Modern_350

1 of 16

36 x 24

COLD FORMED STEEL SKELETON ONLY

ABBREVIATION

DESIGN CRITERIA

* SHOWER DOOR TO BE CUT TO FIT OPENING * CUT COLON TO FIT ON JOB SITE

WIND DESIGN RISK CATEGORY:

MFR MANUFACTURER MAX MAXIMUM MACHINE BOLT MB MIN MINIMUM (N) NEW NHR NO HOLDOENS REQUIRED NOT TO SCALE DL O/ OVER OC ON CENTER OSB ORIENTED STRAND BOARD PERF PERFORATED PER PERPENDICULAR PL PLATE POUNDS PER LINEAL FOOT PLF POUNDS PER SQUARE FOOT PAL PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PRESSURE TREATED (WOOD) PT POST TENSIONED (CONCRETE) PT REINF REINFORCING REQ' REQUIRED SEE ARCHITECTURAL DRAWINGS SAD STRUCTURAL COMPOSITE LUMBER ICC SHTG SHEATHING SLAB ON GRADE SOG SPEC SPECIFICATION SQUARE SQ STD STANDARD SHEAR WALL SW T&B TOP AND BOTTOM TC TOP CHORD TUBE STEEL TS TYPICAL TYP UNLESS NOTED OTHERWISE UNO VERTICAL VERT W SHAPE STEEL W WTS WELDED-THREADED STUD

ALL CONSTRUCTION TO ADHERE TO THE 2021 IBC, IRC AND/OR THE RELEVANT LOCAL BUILDING CODE. SECTION R303 R303.1 HABITABLE ROOMS. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGHWAY, DOORS, LOUVERS OR OTHER APPROVED OPENING TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. R304.1 MINIMUM AREA: EVERY DWELLING UNIT SHALL HAVE AT LEAST ONE HABITABLE ROOM THAT SHALL HAVE NOT LESS THAN 120 SQUARE FEET (11.2 M2) OF GROSS FLOOR AREA. R304.2 OTHER HABITABLE ROOMS SHALL HAVE A FLOOR AREA OF NOT LESS THAN 70 SQUARE FEET (6.5 M2). EXCEPTION: EVERY KITCHEN SHALL HAVE NOT LESS THAN 50 SQUARE FEET (4.64 M2) OF GROSS FLOOR AREA. R304.3 MINIMUM DIMENSIONS. HABITABLE ROOMS SHALL NOT BE LESS THAN 7 FEET (2134 MM) IN ANY HORIZONTAL DIMENSION. EXCEPTION: KITCHENS. R304.4 HEIGHT EFFECT ON ROOM AREA. PORTIONS OF A ROOM WITH A SLOPING CEILING MEASURING LESS THAN 5 FEET (1524MM) OR A FURRED CEILING MEASURING LESS THAN 7 FEET (2134 MM) FROM THE FINISHED FLOOR TO THE FINISHED CEILING SHALL NOT BE CONSIDERED AS CONTRIBUTING TO THE MINIMUM REQUIRED HABITABLE AREA FOR THAT ROOM. R303.3 BATHROOMS: BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET (0.279 M2), ONE-HALF OF WHICH MUST BE OPENABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION SYSTEM ARE PROVIDED. THE MINIMUM VENTILATION RATES SHALL BE 50 CFM (23.6 L/S) FOR INTERMITTENT VENTILATION OR 20 CFM (9.4 L/S) FOR CONTINUOUS VENTILATION. VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE.

AB ANCHOR BOLT ABOVE ABV AFF ABOVE FINISHED FLOOR ALTERNATE ALT APA AMERICAN PLYWOOD BC BOTTOM CHORD BLKG BLOCKING BLW BELOW BM BEAM BRG BEARING

FRAMING NOTE

ESTABLISH AND VERIFY ALL OP INGS AND INSERTS, ARCHITECTUAL, ELECTRICAL, PLUMBING, AND HVAC PRIOR TO CONSTRUCTION. EN

DESIGN WIND PRESSURE: WIND EXPOSURE CATEGORY: WIND IMPORTANCE FACTOR (IW): BASIC WIND SPEED (V):

1.0 115 MPH

1. STRUCT URAL FRAMING: AL L METAL TO BE 18 GA OR 20GA, ALL POST AND BEAMS TO BE 18GA OR 20GA. 2. FIRE BLOCKING IN ALL METAL STUD WALLS AT FURRED DOWN AREAS AND SOFFITS. FIRE BLOCKING IN ALL OPENINGS AROUND VENTS, PIPES, DUCTS, SKYLITES AND SIMILAR OPENINGS. 3. ENDS OF ALL TRUSSES AND JOISTS TO BE FULLY BLOCKED. PROVIDE SOLID BLOCKING AT ALL RIDGES AND VALLEYS. 4. SHEATHING TO BE 1/2" OSB ON ROOF, AND 1/2" OSB SHEAR PANEL OR EQUIVALENT. UNDERSIDE OF PORCH TRUSSES TO BE FINISHED WITH MOISTURE RESISTANT DRYWALL, TAPED AND TEXTURED. 5. TOP PLATES OF ALL WALLS TO BE ANCHORED TO JOISTS/RAFTERS/TRUSSES WITH AN H2.5 HURRICANE TIE. STUD WALL TOP PLATES TO BE SINGLE MEMBERS.

Description WINDOW SCHEDULE

J. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTUAL NOTES AND TYPICAL DETAILS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. K. TYPICAL DETAILS APPLY UNLESS OTHERWISE NOTED. L. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTUAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR UNDER SLAB AND AROUND FOOTING. ALL AREAS BELOW SLABS SHALL BE TREATED NO MORE THAN 24 HOURS PRIOR TO CONCRETE POUR. EVIDENCE OF TREATMENT MUST BE PROVIDED PRIOR TO PLACING OF CONCRETE. 2. ALL INTERIOR CONCRETE SLABS SHALL BE A MIN. OF 4" THICK CONCRETE OVER 4" COMPACTED AGGREGATE BASE (ASTM D698), FINISH ELEVATIONS AS NOTED ON DRAWINGS, 6" ABOVE ADJACENT GRADE, LEVEL SLABS TO 1/8"-10' MAX. CONCRETE SLAB ON GRADE BE FOUNDATION NOTES 1. TERMITE PRETREATMENT BY LICENSED 25 00# PSI AT 28 DAYS AND FOOTINGS AND GRADE BEAMS 3000# PSI AT 28 DAYS. A 4" ALLOWABLE SLUMP. 3. EXCAVATION FOR FOOTING SHALL BE NEAT. 4. FOOTINGS SHALL BE POURED IMMEDIATELY AFTER EXCAVATION AND INCLUDE APPROPRIATE INSPECTION. 5. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED 36”, BAR DIAMETERS AT SPLICES AND AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 90 DEGREE BEND ON CORNER BARS. LAP WIRE MESH ONE FULL MESH AT SIDE AND END LAPS. 6. ALL HARDWARE TO BE SIMPSON OR EQUIVALENT. 7. EXTERIOR FRAME WALL TO BE SECURED WITH 1/2"X4 TITEN ANCHOR BOLTS 4' O.C. FOR 1- Storey AND 32" O.C. FOR 2-Storey. BOLTS SHALL BE LOCATED WITHIN 12" OF EACH END PIECE AND SHALL HAVE A MIN. OF TWO BOLTS PER PIECE. 8. ALL INTERIOR WALLS TO BE SECURED WITH POWER DRIVEN PINS PER MANUF. SPECS. USE PIN SPACING EQUIVALENT TO 1/2" ANCHOR BOLTS. 9. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-19. VERIFY THE FOLLOWING PRIOR TO POURING: 1. ALL HOLDDOWNS, STRAP, AND POST LOCATIONS. 2. CONCRETE FINISHES. 3. UNDERSLAB MECHANICAL REQUIREMENTS. 4. STEM WALL BLOCKOUTS. 5. UNDERSLAB ELECTRICAL REQUIREMENT AND PANEL RISER LOCATION WHERE APPLICABLE. 6. PROVIDE THE FOLLOWING: PVC SLEEVES THROUGH FOOTER IF REQUIRED. 20' #4 COPPER GROUND BAR. 7. SLOPE FINISH GRADE AWAY FROM FOOTER. * = STRAP THE HOLDDOWN WITH SIMPSON STHD8 # POST BASE SIMPSON - ABE66

Pcs

4640 Plans Note

72"w x 60"h Window Size

CBC

CALIFORNIA BUILDING CODE

Sliding

CL CLR CLEAR

CENTERLINE

SEISMIC DESIGN

CMU

CONCRETE MASONRY UNIT

3070

Fixed

24"w x 48"h

ELASTIC FUNDAMENTAL PEROPD (T) MAPPED SPECRAL RESPONSE ACCELERATION (Ss) SEISEMIC DESIGN CATEGORY: ANALYSIS PROCEDURE: RESPONSE MODIFICATION FACTOR (R): SEISMIC FORCE RESISTING SYSTEM: SEISMIC RESPONSE COEFFICIENT (CS): SPECTRAL RESPONSE COEFFICIENT (SDS): SPECTRAL RESPONSE COEFFICIENT (S1): SEISMIC IMPORTANCE FACTOR (le):

CONCRETE CON CONTINUOUS CONT DOUBLE DBL DF DOUGLAS FIR LARCH APA DIAMETER DISTANCE DIST DL DEAD LOAD (E) EXISTING EA EACH ELEV ELEVATION EDGE NAIL EN EQUAL EQ FTG FOOTING GA GAUGE GAL GALVANIZED GLB GLUE-LAMINATED BEAM HD HOLDOWN HDR HEADER HORIZONTAL HORIZ HS HIGH STRENGTH HSS HOLLOW STRUCTURAL SECTION INTERNATIONAL BUILDING CODE IBC INTERNATIONAL CODE COUNCIL ICC LL LIVE LOAD LSL LAMINATED STRAND VENEER LVL LAMINATED VENEER LUMBER

3030

Fixed

24"w x 60"h

4030

48"w x 60"h

Fixed

Description EXTERNAL DOOR SCHEDULE

Pcs

Door Size

Plans Note

Hung Door

3080

36"w x 96"h

Description INTERNAL DOOR SCHEDULE

Pcs

Door Size

Plans Note

SOIL PROPERTIES

Hung Door

3068

36"w x 80"h

ALLOWABLE SOIL BEARING PRESSURE:

ALL BEAMS TO BE ANCHORED IN SIMPSON OR EQUAL BEAM SEATS. ALL RAFTER/TRUSS HANGERS TO BE SIMPSON OR EQUAL. INDICATES HEIGHT FROM FINISHED FLOOR ELEVATION (F.F.E.) 0'-0". BEAMS AND POSTS TO BE 18GA OR 20GA. RAFTERS AND JOISTS TO BE 18GA OR 20GA. STUDS AND PLATES TO BE METAL 18GA OR 20GA . INTERIOR AND EXTERIOR BOTTOM PLATES TO 18GA OR 20GA.

Sliding

2868

32"w x 80"h

LATERAL BEARING PRESSURE: COEFFICIENT OF FRICTION (O)

(N) (E)

NEW

EXISTING PERPENDICULAR PARALLEL CENTER LINE

AND

FLOOR LOADS

“

INCH;DITTO NUMBER DIAMETER DEGREE

DEAD LOAD: FLOOR LIVE LOAD:

15 PSF 40 PSF

TABLE R301.2 (1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA:

10. EXTERIOR METAL STUD WALLS SHALL BE BRACED AT EVERY END AND AT LEAST EVERY 25 FT. OF LENGTH WITH STRUCTUAL SHEATHING APPLIED.

GENERAL NOTES

20 20 30 W115

GROUND SNOW LOAD: ROOF LIVE LOAD: ROOF DEAD LOAD:

11.

EXPOSED EAVES AND OTHER WEATHER EXPOSED AREAS TO BE SHEATHED WITH EXTERIOR GRADE PLYWOOD. FASTENING SHALL BE IN COMPLIANCE WITH AISI S240-20 AND AISI S400-20, USING APPROVED SCREW FASTENERS FOR COLD-FORMED STEEL FRAMING. FLOOR JOIST OR RAFTERS 11" OR MORE IN DEPTH SHALL BE SUPPORTED LATERALLY BY BRIDGING AT INTERVALS NOT TO EXCEED 8 FT UNLESS BOTH EDGES ARE HELD IN LINE. PRE-MANUFACTURED TRUSS CALCULATIONS AND SPECS. MUST BE SIGNED BY LOCALLY REGISTERED ENGINEER AND APPROVED BY BUILDING CODES DIVISION PRIOR TO INSTALLATION. PROVIDE TRUSS CLIPS AND 1/2" CLEARANCE BETWEEN TOP PLATE OF NON-BEARING WALLS AND BOTTOM OF TRUSSES. BACKINGS, BLOCKING AND SHEATHINGS NOTE: ALL METAL CONSTRUCTION TO CONFORM TO THE AISI S100-20 LRFD. ALL METAL SHALL BEAR THE STAMP OF AN APPROVED AGENCY. PROVIDE COLD-FORMED STEEL BLOCKING AND BACKING AS REQUIRED FOR THE ATTACHMENT OF GYPSUM BOARD, PLUMBING FIXTURES, AND ACCESSORIES. ALL CONNECTORS FOR METAL CONTRUCTION NOTED ON THE DRAWINGS SHALL BE SIMPSON STONG-TIE OR EQUAL. FILL ALL HOLES IN SIMPSON CONNECTORS UNLESS OTHERWISE NOTED. ROOF SHEATHING: ROOF SHEATHING SHALL BE 1/2" OSB OR PLYWOOD. SHEATHING SHALL BE ATTACHED WITH #8 SELF-DRILLING SCREWS SPACED 6" O.C. AT PANEL EDGES/SUPPORTS AND 12" O.C. IN THE FIELD. WALL SHEATHING: WALL SHEATHING FOR SHEAR WALLS SHALL BE 1/2" OSB OR PLYWOOD, RATED FOR STRUCTURAL USE. SHEATHING SHALL BE ATTACHED WITH #8 SELF-DRILLING SCREWS SPACED 6" O.C. AT PANEL EDGES/BLOCKING AND 12" O.C. IN THE FIELD, UNLESS A DENSER SPACING IS REQUIRED BY THE SHEAR WALL SCHEDULE.

THICKNESS IN mils (IN 1/1000in.)

MEMBER DEPTH (IN 1/100 in.)

WIND SPEED: CODE REVIEW BUILDING CODE:

SHOWER WALL COVERING:

400 S 162-54

307.2 BATHTUB AND SHOWER SPACES: BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR. 702.3.8 GYPSUM BACKER: GYPSUM BOARD UTILIZED AS THE BASE OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER NONABSORBENT FINISH MATERIAL SHALL CONFORM WITH ASTM C630 OR C1178. WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE PERMITTED TO BE USED ON CEILINGS WHERE FRAMING SPACING DOES NOT EXCEED 12 INCHES (305 MM) ON CENTER FOR 1/2-INCH-THICK (12.7 MM) OR 16 INCHES (406 MM) FOR 8 5 INCH-THICK (15.9 MM) GYPSUM BOARD. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. ALL CUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER.

12.

FLANGE WIDTH (IN 1/100 in.)

1. 2021/2023 INTERNATIONAL BUILDING CODE (IBC) 2. ASCE/SEI 7-16: MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS 3. AISI S100-16 (w/ S2-20): NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS 4. AISI S240-20: NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL STRUCTURAL FRAMING 6. AISI S400-20: NORTH AMERICAN STANDARD FOR SEISMIC DESIGN OF COLD-FORMED STEEL STRUCTURAL SYSTEMS 7. ACI 318-19: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

STYLE S=STUD OR JOIST SECTION T=TRACK SECTIONS U=CHANNEL SECTIONS F=FURRING CHANNELS SECTIONS

13.

MINIMUM DELIVERABLE THICKNESS (MILS)

DESIGN THICKNESS (INCHES)

GAUGE

14.

97 68 54 43 33 27 18

20 22 25

.1017 .0713 .0566 .0451 .0346 .0283 .0188

12 14 16 18

C000049986 EXP:06/30/2030 V

15.

16.

1 TYPICAL LIGHT GAUGE STUD DESIGNATIONS

* ALL FIELDS TO BE FILLED BY SITE SPECIFIC ENGINEER

GENERAL NOTES AND CONDITIONS:

EXTERIOR WALL - BEARING & NON BEARING

TO KEEP THE JOBSITE CLEAN FROM TRASH. THE CONTRACTOR SHALL PROVIDE A JOBSITE PORTABLE TOILET. ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DIMENSIONS SCALED WITH A TAPE MEASURE. ALL CONSTRUCTION TO ADHERE TO THE 202 1 CALIFORNIA BUILDING CODE (CBC), CALIFORNIA RESIDENTIAL CODE (CRC), AND APPLICABLE LOCAL AMENDMENTS. VERIFY WINDOW AND DOOR SIZES WITH OWNERS BEFORE ORDERING. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND ELEVATIONS WITH THE DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPENCY WITH THE DRAFTSMAN. THE STRUCUAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR WILL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ECT. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGNED LOAD PER SQ. FT.

STUD SECTION

SPACING

B. C.

550S162-33 2' 0" INTERIOR WALL - NON BEARING STUD SECTION SPACING 350S162-33 2' 0"

SOFFIT LEGEND

SYMBOL LEGEND

D .

17.

DETAIL NUMBER

E. F.

# A##

550S162-33

2' 0"

DETAIL CALL OUT

SHEET NUMBER

LINTEL MATERIAL STUD SECTION

COLD-FORMED STEEL (CFS) FRAMING NOTE

HATCHING INDICATES SOFFIT

SECTION NUMBER

18.

EXTENT OF SOFFIT

SPACING

A. MATERIAL: ALL STRUCTURAL CFS MEMBERS SHALL CONFORM TO ASTM A1003 AND BE GRADE 50 (Fy = 50 KSI), UNLESS NOTED OTHERWISE. B. PROTECTION: ALL CFS MEMBERS SHALL HAVE A MINIMUM G60 GALVANIZED COATING. MEMBERS IN CONTACT WITH CONCRETE, MASONRY, OR TREATED WOOD SHALL BE PROTECTED WITH A G90 COATING OR AN APPROVED MOISTURE BARRIER. C. INSTALLATION: CFS FRAMING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND AISI S240. MEMBERS SHALL BE PLUMB, LEVEL, AND ACCURATELY ALIGNED. D. CONNECTIONS: ALL CONNECTIONS SHALL BE MADE WITH SCREWS AS SPECIFIED ON THE DRAWINGS. SCREW DESIGN SHALL BE IN ACCORDANCE WITH AISI S100. WELDING IS NOT PERMITTED UNLESS EXPRESSLY NOTED ON THE DRAWINGS.

SECTION CALL OUT

SHEET NUMBER

350S162-33

2' 0"

FLOOR AND BEAM STUD SECTION

# A## A

8'-0"

FRAMING HEIGHT ABOVE FINISH FLOOR

ELEVATION NUMBER SHEET NUMBER

INTERIOR ELEVATION CALL OUT

SPACING

350S162-43

2' 0"

CROSS HATCHING INDICATES ARCHED SOFFIT

REVISION NUMBER

TRUSS

EXTENT OF SHELF

REVISION CALL OUT

STUD SECTION

SPACING

CEILING SLOPE

9'-1"

9'-1" FLAT

350S162-33

2' 0"

8'-0" 9'-0"

FRAMING HEIGHT ABOVE FINISH FLOOR

TOP OF ARCH @ FRAMING SPRING POINT @ FRAMING

CEILING TRANSITION

HEIGHT OF CEILING A.F.F.

TRUSS STRAP

VINYL CPT

FLOORING MATERIAL

FLOORING TRANSITION

STUD SECTION

SPACING

350S162-43

2' 0"

2 TYPICAL LIGHT GAUGE MATERIALS 2 TYPICAL LIGHT GAUGE MATERIALS

Lilac_Modern 9268 east Gainford Downey California 90240

SCALE 1/4" : 1'-0" ON 36 x 24

DRAWN

DATE DRAWN 09-06-2025

JOB REFERENCE

REVISION

JOB DETAILS

GN-1

500

ADDRESS

DWG FILE Lilac_Modern_350

VIEW NAME

2 of 16

COLD FORMED STEEL SKELETON ONLY

TITAN THD12X110 TITAN THD10X80 Grommet FRAMECAD Hold Down Fix 50mm Flat Washer FRAMECAD 12g-19mm XDrive FRAMECAD 10g-19mm XDrive FRAMECAD 10g-19mm HWH Hex Panel Accessories

Design Summary

164 224

Concrete

Wind Load System Roof Load Floor Type

W115 Auto

4 71 70 12 63 80

FC_FrameUpNow

Panel Summary

121'-2" 15'-7 3/4"

3 Non load bearing walls 21 Load bearing walls

LEGEND

6'-11 1/2" 6'-11 1/2" Height Opening Summary

Non Load Bearing Internal Wall Non Load Bearing External Wall Load Bearing Internal Wall Load Bearing External Wall

GB CB NI LI B NE LE

3'-5" Width Qty

1 4 1 1 1 1

UW UW UW UD UD UD

2'-11"

Beam

3'-3" 3'-3" 4'-9" 3'-5"

3'-3" 7'-3" 4'-3" 8'-3 1/2"

Glulam Beam Claded Beam

Ceiling

550S 33mil 50ksi

Single Absolute Stud

Back to Back Stud

1 5 8 "

36'-0"

15'-4"

10'-9"

10'-0"

350S 33mil 50ksi

1 5 8 " Single Absolute Stud

Back to Back Stud

LE5

LE3

LE6

LE7

LE4

LE2

3070WD

3030WD

D1 SD4

66 Sq.ft BATH

LIVING ROOM

112 Sq.ft Bed Room

1 5 8 "

2668DR

102 Sq.ft

LI20

LI21

550S 43mil 50ksi Single Absolute Stud

3070WD

Back to Back Stud

LE18

LE16

LE17

198 Sq.ft KITCHENETTE

1 5 8 "

3080DR

1 5 8 "

LE13

LE12

LE11

4'-3"

3'-7"

3'-4"

8'-9"

7'-5"

350S 43mil 50ksi

18'-6"

17'-6"

Single Absolute Stud

Back to Back Stud

36'-0"

1 5 8 "

6.7

1 5 8 "

Applied Wind Force (kip)

17.6

Racking Resistance (kip)

C000049986 EXP:06/30/2030 V

527 SF SQUARE FOOTAGE

Living

Scale- 1/4": 1'-0" Frame Layout

Total

527 SF

SQUARE FOOTAGE IS CALCULATED FROM THE OUTSIDE SURFACE OF EXTERIOR WALLS.

Downey California 90240 9268 east Gainford Lilac_Modern

SCALE

DRAWN

DATE DRAWN 09-06-2025

JOB REFERENCE

REVISION

JOB DETAILS

S1.1

1/4" : 1'-0"

500

ADDRESS

DWG FILE

VIEW NAME

Lilac_Modern_350

3 of 16

36 x 24

COLD FORMED STEEL SKELETON ONLY

LEGEND

Non Load Bearing Internal Wall Non Load Bearing External Wall Load Bearing Internal Wall Load Bearing External Wall

NI LI NE LE GB CB

B Beam

Glulam Beam Claded Beam

Ceiling

550S 33mil 50ksi

Single Absolute Stud

Back to Back Stud

1 5 8 "

Single Absolute Stud 350S 33mil 50ksi

36'-0"

Back to Back Stud

1 5 8 "

550S 43mil 50ksi

1 5 8 " Single Absolute Stud

Back to Back Stud

LE27 LE26 4030WD 4030WD

1 5 8 "

LE28

LE25

36'-0"

350S 43mil 50ksi

Single Absolute Stud

Back to Back Stud

1 5 8 "

C000049986 EXP:06/30/2030 V

527 SF SQUARE FOOTAGE

Living

Frame Layout 2

Total

527 SF

SQUARE FOOTAGE IS CALCULATED FROM THE OUTSIDE SURFACE OF EXTERIOR WALLS.

Scale- 1/4": 1'-0"

Downey California 90240 9268 east Gainford Lilac_Modern

SCALE

DRAWN

DATE DRAWN 09-06-2025

JOB REFERENCE

REVISION

JOB DETAILS

S1.2

1/4" : 1'-0"

500

ADDRESS

DWG FILE

VIEW NAME

Lilac_Modern_350

4 of 16

36 x 24

COLD FORMED STEEL SKELETON ONLY

LEGEND

3'-8"

4'-10"

3'-8"

Non Load Bearing Internal Wall Non Load Bearing External Wall Load Bearing Internal Wall Load Bearing External Wall

GB CB NI LI B NE LE

LE28

LE26

LE25

LE27

Ceiling Glulam Beam Claded Beam Beam

LE5

LE3

LE6

LE7

LE4

LE2

LI20

LI21

LE18

LE16

LE17

LE13

LE12

LE11

C000049986 EXP:06/30/2030 V

527 SF SQUARE FOOTAGE

Living

Panel Length Scale- 1/4": 1'-0"

Total

527 SF

SQUARE FOOTAGE IS CALCULATED FROM THE OUTSIDE SURFACE OF EXTERIOR WALLS.

Downey California 90240 9268 east Gainford Lilac_Modern

SCALE

DRAWN

DATE DRAWN 09-06-2025

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

DWG FILE

VIEW NAME

Lilac_Modern_350

5 of 16

36 x 24

COLD FORMED STEEL SKELETON ONLY

Truss Design Summary

Truss Accessories FRAMECAD 10g-19mm HWH Hex

BC Restraints Roof Pitch Roof Pitch Snow Load Wind Speed Roof Load Loading Code Design Code System Name

IBC 2015 LRFD AISI S100-20 LRFD FC_FrameUpNow

Truss Summary

26.565 14.036 30.0 W115 TILE

Half Truss Gable Frame

311'-10" 43'-2"

2'-0"

LEGEND

Gable Frame Girder Truss Gable Truss

V U S1 T PC HG GI HA GF G

User Truss Sadel Truss Truncated Truss Parallel Truss Half Girder Truss Half Gable Truss

Rafter

Roof Design Load Roof Dead load(psf) Roof Live Load(psf) Design Point Load(kip) Celling Dead load(psf)

14 20

0.25 3

Snow Live Load

>5° = 40 psf x slope factor of the Roof <5° = 30 psf

550S 33mil 50ksi

Single Absolute Stud

Back to Back Stud

1 5 8 "

V=212 plf

1 5 8 "

V=64.3 plf

V=109.5 plf

350S 33mil 50ksi

V=109 plf

Single Absolute Stud

Back to Back Stud

1 5 8 "

V=45 plf

1 5 8 "

V=45 plf

550S 43mil 50ksi

Single Absolute Stud

Back to Back Stud

1 5 8 "

Single Absolute Stud 350S 43mil 50ksi

Back to Back Stud

1 5 8 "

NOTE: For truss details, please refer to the engineering calculations document

C000049986 EXP:06/30/2030 V

527 SF SQUARE FOOTAGE

Living

Roof Truss Layout Scale- 1/4": 1'-0"

Total

527 SF

SQUARE FOOTAGE IS CALCULATED FROM THE OUTSIDE SURFACE OF EXTERIOR WALLS.

Downey California 90240 9268 east Gainford Lilac_Modern

SCALE

DRAWN

DATE DRAWN 09-06-2025

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

DWG FILE

VIEW NAME

Lilac_Modern_350

6 of 16

36 x 24

COLD FORMED STEEL SKELETON ONLY

13' 6" T.O WALL 14' 11" T.O Roof

13' 6" T.O WALL 14' 11" T.O ROOF

T.O ROOF

13' 0"

T.O WALL

11' 7"

T.O Header

8' 0" T.O Header

8' 0"

0" TOP OF SLAB

Left Side Elevation

Front Elevation

T.O Roof

13' 6" T.O WALL 14' 11" T.O Roof

14' 11"

13' 0" T.O ROOF

12:3

T.O WALL

9' 0" T.O WALL

9' 0"

T.O Header

8' 0"

TOP OF SLAB

0" TOP OF SLAB

Right Side Elevation

Rear Elevation

C000049986 EXP:06/30/2030 V

527 SF SQUARE FOOTAGE

Living

Total

527 SF

Scale- 1/4": 1'-0" Elevation

SQUARE FOOTAGE IS CALCULATED FROM THE OUTSIDE SURFACE OF EXTERIOR WALLS.

Downey California 90240 9268 east Gainford Lilac_Modern

SCALE

DRAWN

DATE DRAWN 09-06-2025

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

DWG FILE

VIEW NAME

Lilac_Modern_350

7 of 16

36 x 24

COLD FORMED STEEL SKELETON ONLY

14' 11" T.O Roof

KITCHENETTE

LIVING ROOM

Bed Room

SD6D1

0" TOP OF SLAB

SECTION A-A

14' 11" T.O Roof T.O WALL

13' 6"

9' 0" T.O WALL

LIVING ROOM

KITCHENETTE

SD6D1

0" TOP OF SLAB

SECTION B-B

C000049986 EXP:06/30/2030 V

527 SF SQUARE FOOTAGE

Living

Total

527 SF

Section Scale- 1/4": 1'-0"

SQUARE FOOTAGE IS CALCULATED FROM THE OUTSIDE SURFACE OF EXTERIOR WALLS.

Downey California 90240 9268 east Gainford Lilac_Modern

SCALE

DRAWN

DATE DRAWN 09-06-2025

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

DWG FILE

VIEW NAME

Lilac_Modern_350

8 of 16

36 x 24

COLD FORMED STEEL SKELETON ONLY

Bracing Summary (kip)

IBC 2015 LRFD Strength Method

Resistance 'Y' Resistance 'X' Shortage 'Y' Shortage 'X' Max Spacing 'Y' Max Spacing 'X' Wind Force 'Y' Wind Force 'X' Loading Code: Brace Engineering:

8.600 0.000 0.000 6.700 3.300

333'-4 1/2" 343'-11 1/2" 17.600

Earthquake Summary

Overstrength Factor Seismic Storey Shear Force Base Shear Force Seismic Weight Fundamental Period 0.2s Spectral Response Structural Response Foundation Type Design Code

3 2.543 kip 2.543 kip 25.690 kip 0.160 s 50 4 C IBC 2015

Bracing Makeup (kip)

Sheath Resistance 'Y' Sheath Resistance 'X' Brace Resistance 'Y' Brace Resistance 'X' Cladding Resistance 'Y' Cladding Resistance 'X' P/Board Resistance 'Y' P/Board Resistance 'X'

0.000 0.000 0.000 0.000 0.600 4.000 17.000 4.600

DS1-4.6 DS

SD3 D1

LEGEND

Single Strap Bracing Double Strap Bracing Racking Resistace Brace Material Type

SS1-1.4 SS

SS1-2.0

SD3 D1

C000049986 EXP:06/30/2030 V

Bracing Types

SS1 DS2 DS1

Single 250-33-50 Strap 10g- Double 250-33-50 Strap 10g- Double 250-43-50 Strap 10g-

Bracing Plan

Downey California 90240 9268 east Gainford Lilac_Modern

SCALE

DRAWN

DATE DRAWN 09-06-2025

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

DWG FILE

VIEW NAME

Lilac_Modern_350

9 of 16

36 x 24

COLD FORMED STEEL SKELETON ONLY

LEGEND

Titan Bolt with RCA-C223 Connector For Load Bearing Wall Titan THD10x80 Shot Pins with Washer For Non-Load Bearing Wall

1/2" minimum diameter anchor at maximum of 48" OC. Bolts shall extrend a minimum of 4" into concrete. Anchor bolts shall be located not more than 12" from corners or the ternination of bottom tracks.

Single Strap Bracing Double Strap Bracing Racking Resistace Brace Material Type

SS1-2.0

Bracing Types Double 250-33-50 Strap 10g- Single 250-33-50 Strap 10g-

DS1 SS1

DS1-4.6 DS

SD5/6

C000049986 EXP:06/30/2030 V

Scale- 1/4": 1'-0" Hold-down Plan

Downey California 90240 9268 east Gainford Lilac_Modern

SCALE

DRAWN

DATE DRAWN 09-06-2025

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

DWG FILE

VIEW NAME 10 of 16

Lilac_Modern_350

36 x 24

COLD FORMED STEEL SKELETON ONLY

Lips of header plate notched out to receive stud

Lips of nog notched out to receive stud

Web of head notched out to receive stud

Stud section swaged to allow neat fit inside plate

Web of nog notched to allow stud to pass

Web of header plate notched to allow stud to pass

Nog section swaged to allow neat fit inside stud

Stud section swaged to allow neat fit inside plate

Lips of head notched out to receive stud

Stud swaged to fit inside header plate

Plate to Jamb Stud Connection

Lips of plate notched out to recieve stud

Header Plate to Jamb Stud Connection

Web of sill notched to allow stud to pass

Header Plate to Jamb Stud Connection

Plate to Jamb Stud Connection

Stud section swaged to allow neat fit inside plate

End of brace swaged to allow neat fit inside plate

Lips of sill notched out to receive stud

Sill Plate to Jamb Stud Connection

Lips of plate notched out to receive stud and brace

Web of nog notched to allow stud to pass

Base of stud swaged to allow neat fit inside plate

Studs screwed together at max 6", alternating side of web

Stud section swaged to allow neat fit inside plate

Lips of plate notched out to recieve stud

End of stud swaged to allow neat fit inside plate

Lips of nog notched out to receive stud

End Stud to Bottom Plate Connection Lips of plate notched out to recieve stud

K Brace to Bottom Plate Connection

out to recieve stud

Stud to Bottom Plate Connection

NOTE: Unless noted otherwise, use 1x10g screws for all connections

Back to Back Stud Connection

LOAD BEARING WALL PANEL ASSEMBLY

NON-LOAD BEARING WALL PANEL ASSEMBLY

S/LS CONNECTOR WITH #10 SCREWS

S/LS50 CONNECTOR

Strap Brace

Studs as per engineering

Top Plate

2 x 10g screws

Strap Tensioner

Hold-down RCA-C223 CONNECTOR WITH STRONG BOLT

Concrete Foundation

Standard Site Connections "T" Junction

Standard Site Connections "L" Corner

Standard Site Connections "INLINE"

Standard Site Connections "Angled" Connection

#10 SELF-DRILLING SCREW

Nog/Blocking

Connect to foundation with Screw Anchor or Wedge Anchor, according to manufctur'sspecifications.

studs located for internal lining fixing

1/2" Ø ANCHOR

250 S 33mil 50ksi Strap

Attach each end of strap to studs with 10g Flat Head screws as per Engineering. After ends are connected each strap must be tensioned with one strap tensioner. Post tension, strap must be screwed to each stud it crosses using 10g Flat Head screws.

2 x 10g screws

S/LS CONNECTOR WITH #10 SCREWS

Note: for connections between braced walls use connections specified by the Engineer

GENERAL WALL TO WALL CONNECTION

STRAP BRACE TO WALL CONNECTION

350S 33mil 50ksi

PRE-MANUFACTURED TRUSSES

Back to back studs

8'-0"

7'-0"

6" OPEN CELLR-38 INS. IN CEILING

2'-0"

10g or 12 g screws, as per Engineering

5'-0"

Electrical Distribution Panel Board

VENTED 2X4 BLK

(RECOM) RCA 225 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

Nogs For Electrical Panel Backing

1 3 8 "

4'-6"

4'-0"

Hold-down RCA-C223 CONNECTOR WITH STRONG BOLT

(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

6'-0" 2'-0"

4'-0"

Extra 10g screw to each stud

2'-0"

2X6 FASCIA

#10 SELF-DRILLING SCREW

1 3 8 "

1'-0"

2X6 FASCIA

Wall face Recessed Electrical Panel

3'-0"

VENTED 2X4 BLK

1/2" DRYWALL

1/2" Ø ANCHOR

3'-0"

Studs as per engineering

Hold-down RCA-C223 CONNECTOR

350 S 43mil 50ksi BEAM ASSEMBLY

4" OPEN CELL R-19 INS. IN WALLS

Strap Brace

TIE PLATE CONNECTOR WITH #10 SCREWS

ONE COAT STUCCOSYSTEM

1 3 8 "

Electrical Distribution Panel Board

Hold-down RCA-C223 CONNECTOR WITH STRONG BOLT

Hold-down RCA-C223 CONNECTOR WITH STRONG BOLT OR TITAN HD SCREW ANCHOR

Nogs For Electrical Panel Backing

550S 162 33mil 50ksi @ 24" O.C.

SHEAR PANEL

(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

33 MIL TRACK TYP.

4X6 POST

RCA 223

TRACK

TIE PLATE

Connect to foundation with Screw Anchor or Wedge Anchor, according to manufctur'sspecifications.

1-3/8" A

PANELS EDGE 1-3/8"

1-3/8" B

1-3/8"

Recessed Electrical Panel

Concrete Foundation

INLINE PANELS

ELECTRICAL PANEL BACKING HEIGHT 07

LOAD BEARING WALLS

POST / BEAM CONN.

WALL / TRUSS CONN.

TYPICAL ANCHOR BOLT & BOLT HOLE LOCATION

Downey California 90240 9268 east Gainford Lilac_Modern

SCALE

DRAWN

DATE DRAWN 09-06-2025

JOB REFERENCE

REVISION

JOB DETAILS

C000049986 EXP:06/30/2030 V

1/4" : 1'-0"

500

ADDRESS

DWG FILE

VIEW NAME 11 of 16

Lilac_Modern_350

36 x 24

COLD FORMED STEEL SKELETON ONLY

RCA 223

PRE-MANUFACTURED TRUSSES 350S 162 33mil 50ksi

6" OPEN CELL R-38 INS. IN CEILING

Top Chord Truss Box

1/2" OSB IN FIELD 1/2" ACX OVER EAVES TILE ROOFING

350S 33mil 50ksi

PRE-MANUFACTURED TRUSSES

TRUSS

350S 33mil 50ksi

Rail Chord

PRE-MANUFACTURED TRUSSES

TIE PLATE

2X6 FASCIA

FAUX BEAMS @ 48" O.C.

Top Chord

6" OPEN CELLR-38 INS. IN CEILING

2X6 RAFTERS @ 2' O.C. W/ 1/2" OSB W/ 1/2" MOISTURE RESISITANT DRYWALL

SIMP. H2.5 1/2" DRYWALL

6" OPEN CELLR-38 INS. IN CEILING

VENTED 2X4 BLK

2X4 STUDS @ 24" O.C.

(RECOM) RCA 223 / RCA 225 RIGID CONN. (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

VENTED 2X4 BLK

(RECOM) RCA 225 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

Web Chord

(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

(RECOM) RCA 225 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

WINDOW

3X6 RS RAFTERS @ 32" O.C. 5/8" T1-11 SHEETING W/ TILE ROOFING 2:12 PITCH DBL 2X6 TOP PLATE. BD JOINTS TO BE DIRECTLY OVER STUD WITH PLATE OVERLAP MIN. 4' O.C.

Duct

2X6 LE RAF.

Web Chord

2X6 FASCIA

DRIP PROFILE

2X6 FASCIA

1/2" DRYWALL

2X6 FASCIA

2X4 STUDS @ 24" O.C.

550S 162 43mil 50ksi 1/2" DRYWALL, TYP. 2X4 STUDS @ 24" O.C. Pre-Manufactured BEAM

TIE PLATE CONNECTOR WITH #10 SCREWS

ONE COAT STUCCOSYSTEM

CEILING FRAMING 350 S 33mil 50ksi

Bottom Chord

Bottom Chord Truss Box

4" OPEN CELL R-19 INS. IN WALLS

PORCH TRUSS

ONE COAT STUCCOSYSTEM

SHEAR PANEL

(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

4" OPEN CELL R-19 INS. IN WALLS

4X6 POST

S/LS CONNECTOR WITH #10 SCREWS

550S 162 33mil 50ksi @ 24" O.C.

SHEAR PANEL

RCA 225

Truss Point Load

550S 162 33mil 50ksi @ 24" O.C.

S/LS CONNECTOR

3/8" OSB SHEAR PANEL ONE COAT STUCCO SYSTEM R-28 INSULATION

DOOR

TRUSS DUCTWORK LAYOUTS

BEAM / RAFTER CONN.

WALL / EXTENDED TRUSS CONN.

WALL / VAULTED TRUSS CONN.

WALL / RAFTER CONNECTION

RCA 223

TIE PLATE

RCA 223

350S 33mil 50ksi TRUSS

350S 33mil 50ksi

TRUSS

TRUSS 350S 33mil 50ksi

550S 43mil 50ksi

DIAGONAL MEMBER

350S 33mil 50ksi LE BLOCKING

550S 43mil 50ksi DIAGONAL MEMBER

SHEATHING MATERIAL 1/2" OSB

SOFFIT BOARD

550S 43mil 50ksi VERTICAL MEMBER

550S 43mil 50ksi HORIZONTAL MEMBER

SOFFIT

STAGGER FASTENERS IN 2 ROWS

LAG SCREW OR BLOT

2X6 FASCIA

LEDGER

VERTICAL POST

PANEL FIELD SCREW AT 1'-0" O.C. EA. STUD #6 SCREW MIN.

Beam 350S 43mil 50ksi

10g-19mm X-Drive SCREWS

SHEATHING MATERIAL 1/2" OSB

SOFFIT

TIE PLATE CONNECTOR WITH #10 SCREWS

18 Ga

CEILING BORED

(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

6ft Plus

4x6 POST

350S 33mil 50ksi LE BLOCKING

550S 43mil 50ksi VERTICAL MEMBER

(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

END STUD

DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH METAL LEDGERS TO METAL BAND JOISTS.

2-#8 AT 2'-0" O.C. SCREW

LEDGER

SOFFIT / FASCIA BOARD CONNECTION

BEAM TO BEAM L-CONNECTION

BEAM / TRUSS CONN.

STUD BRACING WITH SHEATHING

TIE PLATE

RCA 223

TIE PLATE

S/LS50 CONNECTOR

8 3 16 "

LAPPED ASSEMBLY BEAM

550 S 43mil 50ksi

550S 43mil 50ksi HORIZONTAL MEMBER

(RECOM) RCA 223 RIGID CONNECTOR WITH #10 SCREWS

350S/550S 33mil 50ksi DIAGONAL MEMBER

(RECOM) RCA 223 RIGID CONNECTOR WITH #10 SCREWS

TIE PLATE CONNECTOR WITH #10 SCREWS

10g-19mm X-Drive SCREWS

(RECOM) RCA 223 RIGID CONNECTOR WITH #10 SCREWS

550S 43mil 50ksi

DIAGONAL MEMBER

TIE PLATE CONNECTOR WITH #10 SCREWS

350S/550S 33mil 50ksi DIAGONAL MEMBER

S/LS CONNECTOR WITH #10 SCREWS

550S 43mil 50ksi VERTICAL MEMBER

TIE PLATE CONNECTOR WITH #10 SCREWS

CEILING

S/LS CONNECTOR WITH #10 SCREWS

(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

TIE PLATE CONNECTOR WITH #10 SCREWS

BEAM ASSEMBLY 550 S 43mil 50ksi

TIE PLATE CONNECTOR WITH #10 SCREWS

4x6 POST

(RECOM) RCA 223 RIGID CONNECTOR WITH #10 SCREWS

350S/550S 33mil 50ksi VERTICAL MEMBER

WALL PANEL

TIE PLATE CONNECTOR WITH #10 SCREWS

FC 32-5/97 CONNECTOR WITH #10 SCREWS

350S/550S 33mil 50ksi VERTICAL MEMBER

FC 32-5/97 CONNECTOR WITH #10 SCREWS

TIE PLATE CONNECTOR WITH #10 SCREWS

350S/550S 33mil 50ksi HORIZONTAL MEMBER

TIE PLATE CONNECTOR WITH #10 SCREWS

350S/550S 33mil 50ksi HORIZONTAL MEMBER

4x6 POST

WALL PANEL

T CONNECTION WITHOUT POST

22 BEAM TO BEAM CORNER CONNECTION

23 BEAM OVER BEAM CONNECTION

BEAM TO BEAM T-CONNECTION

ADJACENT WALL TO BEAM CONNECTION

ADJACENT BEAM TO POST CONNECTION

C000049986 EXP:06/30/2030 V

Downey California 90240 9268 east Gainford Lilac_Modern

SCALE

DRAWN

DATE DRAWN 09-06-2025

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

DWG FILE

VIEW NAME 12 of 16

Lilac_Modern_350

36 x 24

COLD FORMED STEEL SKELETON ONLY

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