Immense eBook PDF

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 – Example – Immense This eBook contains an Example of all that is needed to complete your skeleton. We have selected the Immense 1183 3 bed 2 bath 550 as an example. Refer to the instructions within the eBook or download the book 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 your 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. Home Depot is ready to assist you. Just take the generic shopping list to Home Depot or any building supply store and personalize it to your taste. The Truss and Wall calculations are necessary for your Jurisdiction to issue a building permit. The pages are stamped with an IBC International Building Code (IBC) compliance stamp. Your home will require another step 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 sample in this book indicates the local building codes that the Lilac 527 1 bed and 1 bath 350 home must observe when Building in Southern California, Los Angeles County. Consult with your Jurisdiction and add a schedule of the codes you must meet when constructing your plan. And finally, there are two additional steps which require your 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: How your home fits on your lot and avoids intruding on the neighbor’s private space. • Foundation Plan: This plan is unique to your lot and the soil conditions.

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, FrameUpNow will manufacture the Skeleton 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 added and affixed to the plan set. 2. FrameUpNow provides 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

SHEET LIST

Sheet Name

GN-1 GENERAL NOTE CS-1 COVER SHEET

PANEL LENGTH S1 WALL FRAMING LAYOUT

S3 S2

ROOF TRUSS LAYOUT

S4 ELEVATION

S5 S6

HOLD-DOWN PLAN SECTIONS VIEW BRACING PLAN

S7 D2 DETAILS D1 DETAILS

DETAILS

S10 S9 S8

TRUSS BLOCKING LAYOUT SHEETROCK BACKING

ROOF BRACING

SQUARE FOOTAGE

ROOM

AREA

RM HEIGHT

BEDROOM 2 KITCHEN GREAT ROOM

297 SF 139 SF

SLOPED SLOPED

BATHROOM 175 SF MASTER BEDROOM 43 SF 115 SF BEDROOM 3 101 SF

8'- 0" 8'- 0" 8'- 0"

SLOPED

M.BATH RM

43 SF 12 SF 47 SF 23 SF

8'- 0"

CLOSET

8'- 0" 8'- 0" 8'- 0" 8'- 0" 8'- 0" SLOPED

HVAC LINEN HALL W.I.C

5 SF

15 SF 11 SF

LAUNDRY

110 SF

WALL FOOT PRINT TOTAL AREA

1183Sq.ft

ISOMETRIC VIEW

C000049986 EXP:06/30/2030 V

IMMENSE _550

Immense 2730 E Turney Ave, Phoenix, AZ 85016

SCALE

DATE DRAWN 08-05-2025

DRAWN

JOB REFERENCE

REVISION

JOB DETAILS

CS-1

1/4" : 1'-0"

500

ADDRESS

DWG FILE Immense-550

VIEW NAME

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

Window Size

Plans Note

8048

Sliding

96"w x 56"h

CBC

CALIFORNIA BUILDING CODE

CL CLR CLEAR

CENTERLINE

SEISMIC DESIGN

6048

Sliding

72"w x 56"h

CMU

CONCRETE MASONRY UNIT

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

Sliding

3048

36"w x 56"h

4012

48"w x 14"h

Fixed

3012

36"w x 14"h

Fixed

4010

Fixed

48"w x 10"h

Description EXTERNAL DOOR SCHEDULE

Pcs

Door Size

Plans Note

Hung Door

3068

36"w x 80"h

SOIL PROPERTIES

ALLOWABLE SOIL BEARING PRESSURE:

INTERNAL DOOR SCHEDULE

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.

LATERAL BEARING PRESSURE: COEFFICIENT OF FRICTION (O)

Pcs

Door Size

Plans Note

Description

4068

Double Hung Door

48"w x 80"h

(N) (E)

NEW

Double Hung Door Hung Door

4868

56"w x 80"h

EXISTING PERPENDICULAR PARALLEL CENTER LINE

AND

FLOOR LOADS

“

INCH;DITTO NUMBER DIAMETER DEGREE

DEAD LOAD: FLOOR LIVE LOAD:

15 PSF 40 PSF

2068

24"w x 80"h

Hung Door

2468

28"w x 80"h

Hung Door

2668

30"w x 80"h

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

Hung Door

3068

36"w x 80"h

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:

Beam Schedule

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.)

Engineering Passed

Glulam Beam(GB)

Claded with 18G Flat Sheet of Metal on both sides(CB)

WIND SPEED: CODE REVIEW BUILDING CODE:

Beam Depth

Beam Height

Beam Length

SHOWER WALL COVERING:

400 S 162-54

Beam

Capacity

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.

B60 B59 B58 B57

5-1/2" 5-1/2" 5-1/2" 5-1/2"

2'-8" 1'-0" 16'-8-1/16" 5'-2-1/8" 15'-11-1/4"

12.

1'-0" 1'-0"

8'-11"

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

Immense 2730 E Turney Ave, Phoenix, AZ 85016

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

DATE DRAWN 08-05-2025

DRAWN

JOB REFERENCE

REVISION

JOB DETAILS

GN-1

500

ADDRESS

VIEW NAME

DWG FILE Immense-550

2 of 16

COLD FORMED STEEL SKELETON ONLY

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

Design Summary

167 152 14 156 90 322 488

Wind Load System Roof Load Floor Type

Concrete

Auto

FC_FrameUpNow

W115

Grommet

TITAN THD12X110 TITAN THD10X80

Panel Summary

16 Non load bearing walls Load bearing walls 40

78'-1/8" 220'-3/8"

LEGEND

Support beams Smart Panels

4 1

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

NI LI NE LE C GB CB

44'-2 13/16"

Webbed Beam (TOB 7'-9 1/2") B60 Webbed Beam (TOB 9'-0") B59 Webbed Beam (TOB 9'-0") B58 Webbed Beam (TOB 13'-2 1/8") B57 Beam Summary

1 16'-8 1/16" 1 15'-11 1/4"

B Beam

Ceiling Glulam Beam Claded Beam

1 1

8'-11" 2'-8 1/2"

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

550S 33mil 50ksi

Single Absolute Stud Back to Back Stud

1 5 8 "

Height Opening Summary

Width Qty

UW UW UW UW UW UD UD UD UD UD UD UD

6'-11 1/2" 6'-11 1/2" 6'-11 1/2" 6'-11 1/2" 6'-11 1/2" 6'-11 1/2"

4'-5" 3'-5"

1 3 3 2 1 1 3 4 1 1 1 2

36'-1"

6'-10"

11'-10"

11'-0"

6'-5"

2'-1 1/2" 4'-9 1/2"

1 5 8 "

LE25

LE26

LE23

LE1

LE22 3068DR

LE21

LE24

2'-11" 2'-9"

3048WD

1'-5" 1'-5" 1'-0" 4'-11" 4'-11" 8'-0"

3'-5 1/16"

3'-3" 4'-3" 4'-0" 3'-3" 6'-3"

350S 33mil 50ksi

8'-0" CLG 101 Sq.ft BEDROOM 2

BEDROOM 3

115 Sq.ft 8'-0" CLG

Single Absolute Stud Back to Back Stud

NI42

Sloped CLG 139 Sq.ft KITCHEN

1 5 8 "

12 Sq.ft CLOSET

SD3 D1

NI51

NI47

5 Sq.ft 2068DR LINEN #1

1 5 8 "

D1 SD4

2668DR

LI18

LI38

LI37

NI41

47 Sq.ft HALL

Single Absolute Stud Back to Back Stud 550S 43mil 50ksi

NI49

NI44

8'- 0" CLG 43 Sq.ft BATH RM

15 Sq.ft LAUNDRY 4868DR

2468DR

2668DR

11 Sq.ft HVAC

1 5 8 "

OPEN

SS NI55

NI45

NI52

GREAT ROOM

Sloped CLG 297 Sq.ft

8'- 0" CLG 43 Sq.ft M.BATH

1 5 8 "

Sloped CLG 175 Sq.ft MASTER BEDROOM

DS NI56 8'- 0" CLG 23 Sq.ft W.I.C #1 LE31 3012WD

Single Absolute Stud Back to Back Stud 350S 43mil 50ksi

LE13

1 5 8 "

3068DR LE14

8048WD

+B60+

6048WD

LE8

LE9

LE7

LE33

LE32

+B58

LE11

16.2

1 5 8 "

14'-6"

9'-3"

12'-5"

16'-6"

19'-8"

36'-1"

19.0 Applied Wind Force (kip)

Racking Resistance (kip)

C000049986 EXP:06/30/2030 V

SQUARE FOOTAGE

Total Living

1183 SF 1183 SF

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

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

Immense 2730 E Turney Ave, Phoenix, AZ 85016

SCALE

DATE DRAWN 08-05-2025

DRAWN

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

DWG FILE Immense-550

VIEW NAME

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 B NE LE

GB Glulam Beam CB Claded Beam Beam

4'-0"

6'-0"

6'-11"

5'-1"

4'-0"

6'-0"

4'-1"

LE23

LE25

LE26

LE1

LE22

LE21

LE24

NI42

2'-3"

4'-0"

4'-3"

NI51

NI47

7'-9"

LI18

LI38

LI37

NI41

6'-4"

5'-5"

7'-1"

5'-9"

7'-8"

NI49

NI44

5'-0"

NI55

NI45

NI52

5'-6"

7'-9"

5'-0"

NI56

LE13

1'-3"

LE8 LE9

3'-7" LE7

LE14

8'-0"

5'-4"

LE33

LE32

LE31

3'-10"

8'-2"

7'-8"

1'-11" LE11

C000049986 EXP:06/30/2030 V

SQUARE FOOTAGE

Total Living

1183 SF 1183 SF

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

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

Immense 2730 E Turney Ave, Phoenix, AZ 85016

SCALE

DATE DRAWN 08-05-2025

DRAWN

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

DWG FILE Immense-550

VIEW NAME

4 of 16

36 x 24

COLD FORMED STEEL SKELETON ONLY

FRAMECAD 10g-19mm HWH Hex Truss Accessories

61 712

FRAMECAD Tri Fix

Truss Summary

LEGEND

Half Truss Gable Frame

541'-10" 168'-6"

Sadel Truss Truncated Truss Parallel Truss Half Girder Truss Half Gable Truss Gable Frame Girder Truss Gable Truss

U S1 T PC HG GI HA GF G

Truss Design Summary

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

IBC 2021 LRFD AISI S100-20 LRFD FC_FrameUpNow

14.036 7.125 30.0 W114 TILE

User Truss

Rafter

Truss Bearing Point

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

2'-0"

20 20

>5° = 30 psf x slope factor of the Roof <5° = 30 psf 0.25 3

Snow Live Load

550S 33mil 50ksi

Single Absolute Stud Back to Back Stud

GF1

GF4

1 5 8 "

GF2

GF3

V=24.8 plf

HN1

HN4

2'-0"

HN1

HN4

4'-0"

1 5 8 "

HN1

HN4

6'-0"

HN1

HN5

8'-0"

350S 33mil 50ksi

SD34 D3

Single Absolute Stud Back to Back Stud

HN1

HN4

10'-0"

1 5 8 "

HN2

HN6

12'-0"

HN2

HN6

14'-0"

V=28 plf

1 5 8 "

HN3

HN8

16'-0"

HN3

HN6

18'-0"

Single Absolute Stud Back to Back Stud 550S 43mil 50ksi

HN3

HN9

20'-0"

HN3

HN9

22'-0"

1 5 8 "

HN3

HN9

24'-0"

HN3

HN9

26'-0"

HN3

HN9

28'-0"

1 5 8 "

HN7

HN9

30'-0"

GF5

V=24.8 plf

GF8

32'-0"

Single Absolute Stud Back to Back Stud 350S 43mil 50ksi

GF7

GF6

1 5 8 "

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

C000049986 EXP:06/30/2030 V

SQUARE FOOTAGE

Total Living

1183 SF 1183 SF

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

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

Immense 2730 E Turney Ave, Phoenix, AZ 85016

SCALE

DATE DRAWN 08-05-2025

DRAWN

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

DWG FILE Immense-550

VIEW NAME

5 of 16

36 x 24

COLD FORMED STEEL SKELETON ONLY

T.O ROOF 14' 8" T.O WALL 13' 2-1/8"

1.5

T.O WALL 9' 3/4"

T.O WALL 8' 3/4"

6' 8" T.O WALL

TOP OF SLAB

0" TOP OF SLAB

Front Elevation

Right Side Elevation

T.O ROOF 14' 8"

T.O ROOF 14' 8" T.O WALL 13' 2 1/8"

1.5

T.O WALL 9' 3/4" T.O Header

T.O WALL 9' 3/4"

T.O WALL 8' 3/4" 6' 8" T.O Header

8' 0"

TOP OF SLAB

0" TOP OF SLAB

Rear Elevation

Left Side Elevation

C000049986 EXP:06/30/2030 V

SQUARE FOOTAGE

Total Living

1183 SF 1183 SF

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

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

Immense 2730 E Turney Ave, Phoenix, AZ 85016

SCALE

DATE DRAWN 08-05-2025

DRAWN

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

DWG FILE Immense-550

VIEW NAME

6 of 16

36 x 24

COLD FORMED STEEL SKELETON ONLY

T.O ROOF 14' 8" T.O WALL 13' 2-1/8"

T.O WALL 9' 3/4"

T.O WALL 8' 3/4"

KITCHEN

BATH RM

BEDROOM 2

MASTER BEDROOM

HALL

LAUNDRY

HALL

D1SD6

0" TOP OF SLAB

TOP OF SLAB

Section A-A

Section B-B

C000049986 EXP:06/30/2030 V

SQUARE FOOTAGE

Total Living

1183 SF 1183 SF

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

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

Immense 2730 E Turney Ave, Phoenix, AZ 85016

SCALE

DATE DRAWN 08-05-2025

DRAWN

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

DWG FILE Immense-550

VIEW NAME

7 of 16

36 x 24

COLD FORMED STEEL SKELETON ONLY

Bracing Summary (kip)

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

IBC 2021 LRFD Strength Method

18.300 17.000 0.000 0.000 16.700 15.700

238'-1 1/2" 314'-4 15/16"

Earthquake Summary

Design Code

IBC 2021

Structural Response Foundation Type

4 C

Overstrength Factor Seismic Storey Shear Force Base Shear Force Seismic Weight Fundamental Period 0.2s Spectral Response

6.329 kip 6.329 kip 59.009 kip 0.157 s

Bracing Makeup (kip)

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

0.000 0.000 0.000 0.000 8.300 5.400 10.100 11.600

DS1-2.9 DS

Bracing Types

SS5 SS4 SS3 SS2 SS1 DS1

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

SD3 D1

LEGEND

SS4-1.9 SS

Single Strap Bracing Double Strap Bracing Racking Resistace Brace Material Type

SS1-2.0

SS2-1.9 SS

SS3-1.5 SS

DS1-3.5 DS

SS5-0.8 SS

C000049986 EXP:06/30/2030 V

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

Immense 2730 E Turney Ave, Phoenix, AZ 85016

SCALE

DATE DRAWN 08-05-2025

DRAWN

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

VIEW NAME

DWG FILE Immense-550

8 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

DS1 SS1

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

SD5/6 D1

C000049986 EXP:06/30/2030 V

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

Immense 2730 E Turney Ave, Phoenix, AZ 85016

SCALE

DATE DRAWN 08-05-2025

DRAWN

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

VIEW NAME

DWG FILE Immense-550

9 of 16

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

Lips of plate notched out to recieve stud

K Brace to Bottom Plate Connection

out to recieve stud

Stud to Bottom Plate Connection

End 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

BEAM ASSEMBLY 350 S 43mil 50ksi

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" PANELS EDGE A 1-3/8"

1-3/8" B

1-3/8"

C000049986 EXP:06/30/2030 V

Recessed Electrical Panel

Concrete Foundation

INLINE PANELS

ELECTRICAL PANEL BACKING HEIGHT

LOAD BEARING WALLS

POST / BEAM CONN.

WALL / TRUSS CONN.

TYPICAL ANCHOR BOLT & BOLT HOLE LOCATION

Immense 2730 E Turney Ave, Phoenix, AZ 85016

SCALE

DATE DRAWN 08-05-2025

DRAWN

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

500

ADDRESS

VIEW NAME 10 of 16

DWG FILE Immense-550

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 PRE-MANUFACTURED TRUSSES

Rail Chord

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

1/2" DRYWALL

6" OPEN CELLR-38 INS. IN CEILING

SIMP. H2.5

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.

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

TIE PLATE CONNECTOR WITH #10 SCREWS

ONE COAT STUCCOSYSTEM

350 S 33mil 50ksi CEILING FRAMING

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

R-28 INSULATION 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

ONE COAT STUCCO SYSTEM

3/8" OSB SHEAR PANEL

DOOR

11 WALL / EXTENDED TRUSS CONN.

12 WALL / VAULTED TRUSS CONN.

TRUSS DUCTWORK LAYOUTS 13

14 BEAM / RAFTER CONN.

WALL / RAFTER CONNECTION

RCA 223

TIE PLATE

RCA 223

350S 33mil 50ksi TRUSS

350S 33mil 50ksi

TRUSS

350S 33mil 50ksi TRUSS

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.

350S 43mil 50ksi Beam

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

SOFFIT / FASCIA BOARD CONNECTION 16

LEDGER

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

TIE PLATE CONNECTOR WITH #10 SCREWS

VERTICAL MEMBER

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

BEAM TO BEAM T-CONNECTION 21

BEAM OVER BEAM CONNECTION 23

ADJACENT WALL TO BEAM CONNECTION 24

BEAM TO BEAM CORNER CONNECTION

ADJACENT BEAM TO POST CONNECTION

Immense 2730 E Turney Ave, Phoenix, AZ 85016

SCALE

DATE DRAWN 08-05-2025

DRAWN

JOB REFERENCE

REVISION

JOB DETAILS

C000049986 EXP:06/30/2030 V

1/4" : 1'-0"

500

ADDRESS

VIEW NAME 11 of 16

DWG FILE Immense-550

36 x 24

COLD FORMED STEEL SKELETON ONLY

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