Lookout No Garage

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

INTRODUCTION

Introduction to FrameUpNow Plans – Frame in Wood or Light Guage Steel We design our plan sets by following the guidelines and the requirements of the International Building Code. There are two guidelines that are applied to the design of a residence: IRC – International Residential Code – the IRC is a prescriptive code Most building code provisions are “prescriptive,” meaning that they lay out a recipe for the work, with specifications for both the material and installation. The framer then follows the prescription as to material, spacing, and connection of the walls to the trusses. The building inspector then examines the work in the field to determine if the prescription has been followed. The IRC is assumption based; “one must precisely follow the prescription”. IBC – International Builder Code The IBC code is performance-based. Instead of specifying a method of construction. The IBC performance code provision allows FrameUpNow to create Wall Frames, Trusses, Floor Joists and Beams utilizing the latest technology and materials, and then have it approved by the building code, after meeting specified safety and performance standards.

The Wall Frames, Trusses, Floor Joists and Beams provided by FrameUpNow have been performance engineered and are “Build Ready” at the home site. Proof of engineered performance is provided for submission to the jurisdiction plan reviewers. The IBC is performance based and performance must be evidenced via precision engineering of the Wall Frames, Trusses, Floor Joists and Beams.

This table Contrasts and Compares the application of the International Residential Code (IBC) to the International Building Code (IBC)

Frame with Wood: This plan set can be built at the home site following the prescriptive requirements of Wood Framing. It is likely that an engineer or architect will be required to produce a wood-based package for submission to your local Jurisdiction. Light Guage Steel Skeleton (Frame): A FrameUpNow skeleton is engineered and “submission ready”. Upon the agreement to acquire a steel skeleton for your home, a complete set of engineered plans will be provided. Engineered plans must be specific to the building site and engineered for wind speed, snow load, and seismic conditions. Plan Book and eBook Explanation for Use The Plan book you are reading provides details to get started. For complete details download the selected contents provided in the eBook. This eBook contains all that is needed to complete your home frame.

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 your skeleton. Or you may want to print the Materials Shopping List to select the parts and materials to finish your home. Home Depot is ready to assist you. Just take the generic shopping list to Home Depot and request their assistance in making selections to your taste and budget. The Truss and Wall calculations will be provided to you following the order of a metal skeleton. The pages will be stamped by a structural engineer as well as an engineer licensed in your state. Your jurisdiction may require MEP, (Mechanical (heating and air conditioning), Electrical and Plumbing plans). MEP schematics provided by FrameUpNow represent a universal, code-compliant baseline design. Optional systems such as solar should be incorporated or modified by the project owner during permitting or construction to meet jurisdictional requirements. And finally, there are two additional steps which require your unique input in order to be issued a building permit. 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.

ERECTING SKELETON

Instructions for building and erecting your frame: Metal Skeleton (Frame) or Framing in Wood 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 FrameUpNow 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 as well as the stamp of an engineer in your state. 2. FrameUpNow will provide 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. Home Depot is an excellent source for finishing materials. 4. A complete set of how-to videos are available to guide you in erecting the skeleton. Framing in Wood 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. To build this plan in wood: 1. Build your wall panels on 16” centers. Wood warps and twists and 16” centers help overcome wood variables. Purchase your connection hardware and connector fasteners from Home Depot. 2. Engage a truss manufacturer to design and manufacture your trusses. The truss manufacturer will engineer and manufacture the trusses and provide a drawing and calculation booklet of the trusses for you to provide to the jurisdiction for permit approval.

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

SITE LOCATION

THE LOOKOUT

SHEET LIST

Sheet Name

GN-1 CS-1

GENERAL NOTE COVER SHEET

S2 S1 S3

ROOF TRUSS LAYOUT PANEL LENGTH FRAMING LAYOUT

S9 S8 S7 S6 S5 S4

ELEVATION ELEVATION

SECTIONS VIEW FRAMING & HOLDDOWN LAYOUT

PANEL LAYOUT & EXTERIOR SNAP SHEET FOUNDATION

D3 D2 D1

DETAILS DETAILS DETAILS

S11 S10 S12

ROOF BRACING PANEL COLOR CODING TRUSS BLOCKING LAYOUT

SQUARE FOOTAGE

ROOM

AREA

RM HEIGHT

BEDROOM DINING RM. KITCHEN LIVING RM.

18 SF 42 SF 41 SF 124 SF 124 SF 67 SF 164 SF 257 SF 448 SF

12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"

HALL WALL FOOT PRINT COVERED PORCH ENTRY BATH BEDROOM 2 1ST FLOOR AREA

8' - 0"

40 SF

1,343 Sq.ft

ISOMETRIC VIEW

LOOKOUT

LOOKOUT_07-20-23

SCALE

DRAWN

DATE DRAWN 01-27-2024

JOB REFERENCE

REVISION

JOB DETAILS

CS-1

1/4" : 1'-0"

ADDRESS

DWG FILE

VIEW NAME

The_Lookout_350_8-7-24_4.6_ES

1 of 17

36 x 24

COLD FORMED STEEL SKELETON ONLY

ABBREVIATION

DESIGN CRITERIA

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

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

ALL CODES REFERENCED TO AISI S100-20 LRFD 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. SHOWER WALL COVERING: 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 5 8 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. GENERAL NOTES AND CONDITIONS: A. THE CONTRACTOR SHALL MAKE EVERY ATTEMPT TO KEEP THE JOBSITE CLEAN FROM TRASH. B. THE CONTRACTOR SHALL PROVIDE A JOBSITE PORTABLE TOILET. C. ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DIMENSIONS SCALED WITH A TAPE MEASURE. D. ALL CONSTRUCTION TO ADHERE TO THE 2012 IRC. E. VERIFY WINDOW AND DOOR SIZES WITH OWNERS BEFORE ORDERING. F. 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. G. 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. H. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGNED LOAD

PER SQ. FT.

Description WINDOW SCHEDULE

WIND DESIGN

3. ENDS OF ALL TRUSSES AND JOISTS TO BE FULLY BLOCKED. PROVIDE SOLID BLOCKING AT ALL RIDGES AND VALLEYS. 4. SHEATHING TO BE 15/32" OSB ON ROOF, AND 7/16" 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. 6. ALL TRUSSES TO BE ENGINEERED BY MANUFACTURER. 7. ALL BEAMS TO BE ANCHORED IN SIMPSON OR EQUAL BEAM SEATS. 8. ALL RAFTER/TRUSS HANGERS TO BE SIMPSON OR EQUAL. 9. INDICATES HEIGHT FROM FINISHED FLOOR ELEVATION (F.F.E.) 0'-0". 10. 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. 11. EXTERIOR METAL STUD WALLS SHALL BE BRACED AT EVERY END AND AT LEAST EVERY 25 FT. OF LENGTH WITH STRUCTUAL SHEATHING APPLIED. 12. EXPOSED EAVES AND OTHER WEATHER EXPOSED AREAS TO BE SHEATHED WITH EXTERIOR GRADE PLYWOOD. 13. NAILING SHALL BE IN COMPLIANCE WITH THE 2012 IRC. 14. 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. 15. PRE-MANUFACTURED TRUSS CALCULATIONS AND SPECS. MUST BE SIGNED BY AN ARIZONA REGISTERED ENGINEER AND APPROVED BY BUILDING CODES DIVISION PRIOR TO INSTALLATION. 16. PROVIDE TRUSS CLIPS AND 1/2" CLEARANCE BETWEEN TOP PLATE OF NON-BEARING WALLS AND BOTTOM OF TRUSSES. 17. ROUGH CARPENTRY: A. ALL METAL CONSTRUCTION TO CONFORM TO THE AISI S100-20 LRFD. B. ALL METAL SHALL BEAR THE STAMP OF AN APPROVED AGENCY. C. PROVIDE ALL REQUIRED NAILERS FOR GYPSUM BOARD AND BACK-UP REQUIRED FOR ALL PLUMBING FIXURES AND ACCESSORIES. D. ALL CONNECTORS FOR METAL CONTRUCTION NOTED ON THE DRAWINGS SHALL BE SIMPSON STONG-TIE OR EQUAL. FILL ALL NAIL HOLES IN SIMPSON CONNECTORS UNLESS OTHERWISE NOTED. 18. ROOF SHEATHING NOTES: 15/32" OSB OR EQUIVALENT (APA RATED) NAILED 6" O.C. @ EDGES WITH 8d COMMON, 12" O.C. @ INTERMEDIATE SUPPORTS. 19. WALL SHEATHING NOTES: 7/16" OSB OR EQUIVALENT (APA RATED) ALL EDGES BLOCKED. 10" @ INTERMEDIATE SUPPORTS WITH 8d COMMON.

ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS, ARCHITECTUAL, ELECTRICAL, PLUMBING, AND HVAC PRIOR TO CONSTRUCTION.

Pcs

Plans Note

Window Size

BASIC WIND SPEED (V):

114 MPH

WIND IMPORTANCE FACTOR (IW): WIND EXPOSURE CATEGORY:

1.0

6050

72"w x 60"h

Sliding

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. FOUNDATION NOTES 1. TERMITE PRETREATMENT BY LICENSED 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 SLABS SHALL BE 2500# 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-STORY AND 32" O.C. FOR 2-STORY. BOLTS SHALL BE LOCATED WITHIN 12" OF EACH END PIECE AND SHALL HAVE A MIN. OF TWO BOLTS PER PIECE. HOLDDOWNS SECURED WITH 1/2”X5” TITEN ANCHOR BOLTS. 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 CONSTRUCTION TO CONFORM TO THE 2012 IRC. 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

DESIGN WIND PRESSURE:

16.0 PSF MIN

3050

Single Hung

36"w x 60"h

SEISMIC DESIGN

CBC

CALIFORNIA BUILDING CODE

CL CLR CLEAR

CENTERLINE

SEISMIC IMPORTANCE FACTOR (le): SPECTRAL RESPONSE COEFFICIENT (S1): SPECTRAL RESPONSE COEFFICIENT (SDS): SEISMIC RESPONSE COEFFICIENT (CS): SEISMIC FORCE RESISTING SYSTEM: RESPONSE MODIFICATION FACTOR (R):

* * *

CMU

CONCRETE MASONRY UNIT

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

EXTERNAL DOOR SCHEDULE

Pcs

Door Size

Plans Note

Description

Hung Door

3080

36"w x 96"h

ANALYSIS PROCEDURE: SEISEMIC DESIGN CATEGORY:

Hung Door

2668

30"w x 80"h

MAPPED SPECRAL RESPONSE ACCELERATION (Ss)

SITE CLASS:

OCCUPANCY CATEGORY:

ELASTIC FUNDAMENTAL PEROPD (T)

SITE COEFFICIENT (Fa):

LONG PERIOD SITE COEFFICIENT (Fv)

INTERNAL DOOR SCHEDULE

Pcs

Door Size

Plans Note

Description

SOIL PROPERTIES

Hung Door

2668

28"w x 80"h 30"w x 80"h

ALLOWABLE SOIL BEARING PRESSURE: LATERAL BEARING PRESSURE: COEFFICIENT OF FRICTION (O)

Hung Door

2468

FLOOR LOADS

FLOOR LIVE LOAD:

40 PSF 7 PSF

DEAD LOAD:

(N) (E)

NEW

EXISTING PERPENDICULAR PARALLEL CENTER LINE

AND

Beam Schedule

“

INCH;DITTO NUMBER DIAMETER DEGREE

SNOW LOADS

SNOW LIVE LOAD

< 5° = 40 psf, >5° = 40 psf x Roof slope factor

Glulam Beam(GB)

Engineering Passed

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

3 1/2 5 1/2 5 1/2 5 1/2 Beam Depth

Beam

Capacity

EARTHQUAKE SUMMARY

DESIGN CODE FOUNDATION TYPE

IBC 2021

B4 B3 B2

C 4

GENERAL NOTES

STRUCTURAL RESPONSE 0.2s SPECTRAL RESPONSE FOUNDAMENTAL PERIOD

0.117 s

SEISMIC WEIGHT BASE SHEAR FORCE

109.632 KIP 11.158 KIP 11.758 KIP

THICKNESS IN mils (IN 1/1000in.)

MEMBER DEPTH (IN 1/100 in.)

SEISMIC STOREY SHEAR FORCE OVERSTREANGTH FACTOR

400 S 162-54

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

FLANGE WIDTH (IN 1/100 in.)

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

GROUND SNOW LOAD:

20 40

ROOF LIVE LOAD:

WIND TOPOGRAPHIC EFFECTS: WIND SPEED: SEISMIC DESIGN CATEGORY: WIND BORNE DEBRIS ZONE: SPECIAL WIND REGION:

NO W115

MINIMUM DELIVERABLE THICKNESS (MILS)

DESIGN THICKNESS (INCHES)

NO NO

GAUGE

97 68 54 43 33 27 18

20 22 25

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

32 DEGREES MODERATE TO HEAVY 0 NEGLIGIBLE BY GEOTECHNICAL ANALYSIS) C (UNLESS OTHERWISE DETERMINED

Deferred Submittal Table

Painting Flooring Work Celling Work Interior Wall Panel Installation HVAC System Installation PlumbingInstallation Work Electrical Installation Work Window And Door Installation Roofing System Works Exterior Wall Panel Installation Costruction of Foundation Installation of Utilities Excavation and Leveling Work

Foundation and site preparation

WINTER DESIGN TEMP: TERMITE: FROST LINE DEPTH: WEATHERING:

12 14 16 18

Enclosure And Envelope Works

ICE BARRIER UNDERLAYMENT REQUIRED:

FLOOD HAZARDS:

62.5 DEGREES 32 ADMINISTRATOR IN ACCORDANCE WITH THE AS DETERMINED BY THE FLOOD PLAIN

1 TYPICAL LIGHT GAUGE STUD DESIGNATIONS

Mechanical,Electrical and Plumbing (MEP) Systems

MEAN ANNUAL TEMP: AIR FREEZING INDEX:

EXTERIOR WALL - BEARING & NON BEARING

Interior Finishing Works

CODE REVIEW BUILDING CODE:

STUD SECTION

SPACING

2021 IBC AISI S100-20 LRFD IBC

Other Relevant Construction drawing

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

SOFFIT LEGEND

SYMBOL LEGEND

TRUSS NOTES:

ENGINEERED TRUSS CALCULATIONS TO BE SUBMITTED TO BUILDING DEPARTMENT PRIOR TO FABRICATION AND INSTALLATION. TRUSS MANUFACTURER TO SPECIFY HANGER CONNECTORS FOR TRUSS COMPONENTS (TYP.) DESIGNER ASSUMES THAT TRUSSES BEAR ON ALL EXTERIOR PERIMETER WALLS (TYP.) OR BEAMS. NOTE: WALL CONSTRUCTION TO BE 2X6 METAL STUDS @ 24" O.C. WITH METAL 2X4 OR 2X6 BOTTOM PLATE AND SINGLE 2X4 OR 2X6 TOP PLATE.

DETAIL NUMBER

# A##

550S162-33

2' 0"

DETAIL CALL OUT

SHEET NUMBER

# POST BASE SIMPSON - ABE66

LINTEL MATERIAL STUD SECTION

HATCHING INDICATES SOFFIT

SECTION NUMBER

EXTENT OF SOFFIT

SPACING

FRAMING NOTES: 1. ALL STRUCTUAL METAL TO BE 18 GA OR 20GA, ALL POST AND BEAMS TO BE 18GA OR 20GA. 2. FIREBLOCKING IN ALL METAL STUD WALLS AT FURRED DOWN AREAS AND SOFFITS. FIREBLOCKING IN ALL OPENINGS AROUND VENTS, PIPES, DUCTS, SKYLITES AND SIMILAR OPENINGS.

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"

NOTE: TRUSS MANUFACTURERS LAYOUT TAKES

CROSS HATCHING INDICATES ARCHED SOFFIT

REVISION NUMBER

TRUSS

PRECEDENCE OVER PLAN LAYOUT. PLEASE REFERENCE.

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

LOOKOUT_07-20-23

SCALE

DRAWN

DATE DRAWN 01-27-2024

JOB REFERENCE

REVISION

JOB DETAILS

GN-1

1/4" : 1'-0"

ADDRESS

DWG FILE

VIEW NAME

The_Lookout_350_8-7-24_4.6_ES

2 of 17

36 x 24

COLD FORMED STEEL SKELETON ONLY

Panel Accessories

Design Summary

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

216 310

Wind Load System Roof Load Floor Type

W114 Auto Concrete

4 87 95 12 79 80

FC_FrameUpNow

13 18 Panel Summary

Support posts Support beams Non load bearing walls Load bearing walls

49'-0" 79'-7 1/2" 68'-9 1/2" 118'-1"

LEGEND

7 4

Non Load Bearing Internal Wall Non Load Bearing Extenal Wall Load Bearing Internal Wall Load Bearing Extenal Wall

GB CB NI LI B NE LE

Webbed Beam (TOB 8'-0") Webbed Beam (TOB 8'-0") Webbed Beam (TOB 8'-0") Webbed Beam (TOB 8'-0") Beam Summary

B4 B3 B2 B1

1 8'-5 1/2" 1 35'-1/2" 1 27'-8" 1 8'-5 1/2"

Beam

Glulam Beam Claded Beam

35'-111 2 "

27'-111 2 "

8'-0" 8'-0"

Post Summary

16'-9 3 4 "

5'-31 2 "

5'-101 4 "

550S 33mil 50ksi

10'-81 2 "

P7 P6 P5 P4 P3 P2 P1

Use BeamsPostsUS System (BOP 0") Use BeamsPostsUS System (BOP 0") Use BeamsPostsUS System (BOP 0") Use BeamsPostsUS System (BOP 0") Use BeamsPostsUS System (BOP 0") Use BeamsPostsUS System (BOP 0") Use BeamsPostsUS System (BOP 0")

1 7'-0" 1 7'-0" 1 7'-0" 1 7'-0" 1 7'-0" 1 7'-0" 1 7'-0"

Single Absolute Stud

Back to Back Stud

1 5 8 "

LI5

LI3

LI4

LI2

3050WD

Opening Summary

Bath 41 Sq.ft

Height

Width Qty

1 5 8 "

12'-0" CLG Height

UW UW UD UD UD UD UD

6'-8" 6'-8"

3'-5" 3'-0" 3'-0"

3 2 1 2 3 1 1

12'-0" CLG Height 124 Sq.ft Bedroom

12'-0" CLG Height 124 Sq.ft Bedroom #2

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

2'-9 1/2"

2468DR

3'-0" 6'-0" 2'-11"

350S 33mil 50ksi

NI32 12'-0" CLG Height 18 Sq.ft Hall

D1 SD6

5'-0" 5'-0"

Single Absolute Stud

Back to Back Stud

1 5 8 "

OPEN

B41+

NI29

NI33

NI35

NI36

D1 SD4

1 5 8 "

12'-0" CLG Height 164 Sq.ft Kitchen

D1 SD5

Single Absolute Stud 550S 43mil 50ksi

Back to Back Stud

NI40

1 5 8 "

NI38

257 Sq.ft 12'-0" CLG Height Living Room

12'-0" CLG Height Dining Room

67 Sq.ft

D1 SD5

1 5 8 "

42 Sq.ft Entry

6050WD

3068DR

SS LI15

LI13

LI14

LI12

LI11

Single Absolute Stud 350S 43mil 50ksi

Back to Back Stud

10.9

1 5 8 "

8'-0" CLG Height 448 Sq.ft Covered Porch

D1 SD7

1 5 8 "

B43

Racking Resistance (kip)

8'-0 3 8 "

2'-5 5 16 "

9'-113 16 "

8'-0"

8'-4"

8.1

27'-111 2 "

8'-0"

35'-111 2 "

Applied Wind Force (kip)

895 SF SQUARE FOOTAGE

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

Living

Front Porch

448 SF 1343 SF

Total

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

LOOKOUT_07-20-23

SCALE

DRAWN

DATE DRAWN 01-27-2024

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

ADDRESS

DWG FILE

VIEW NAME

The_Lookout_350_8-7-24_4.6_ES

3 of 17

36 x 24

COLD FORMED STEEL SKELETON ONLY

LEGEND

Non Load Bearing Internal Wall Non Load Bearing Extenal Wall Load Bearing Internal Wall Load Bearing Extenal Wall

GB CB NI LI B NE LE

Beam

Glulam Beam Claded Beam

7'-111 2 "

8'-0"

6'-0"

LI5

LI3

LI4

LI2

NI32

B41+

NI29 7'-81 2 "

NI33

NI35

NI36

8'-0"

3'-8"

NI40 2'-8"

NI38

2'-21 2 "

LI15 3'-81 2 "

LI13

LI14 8'-0"

LI12 8'-0"

LI11

5'-51 2 "

2'-21 2 "

B43

895 SF SQUARE FOOTAGE

Living

Scale- 1/4": 1'-0" WALL PANEL & LAYOUT PLAN

Front Porch

448 SF 1343 SF

Total

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

LOOKOUT_07-20-23

SCALE

DRAWN

DATE DRAWN 01-27-2024

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

ADDRESS

DWG FILE

VIEW NAME

The_Lookout_350_8-7-24_4.6_ES

4 of 17

36 x 24

COLD FORMED STEEL SKELETON ONLY

FRAMECAD Tri Fix FRAMECAD 10g-19mm HWH Hex Truss Accessories Truss Summary

Truss Design Summary

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

IBC 2021 LRFD AISI S100-20 LRFD FC_FrameUpNow

74 780

2'-0" 18.435 0.0 W114 SHEET

Standard Truss Half Truss Half Girder Truss Half Gable Truss Gable Truss Gable Frame

2 1 6

19'-0" 35'-0" 89'-0"

490'-0" 14 258'-2" 30 1 13'-11"

LEGEND

V U S1 T PC HG GI HA GF G

Gable Frame Girder Truss Gable Truss

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

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

14 20

<5° = 40 psf 0.25 3

Snow Live Load

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

GF2

HG1

HN1

2'-11 2 "

HN1

4'-11 2 "

HN1

6'-11 2 "

HN2

8'-11 2 "

HN2

10'-11 2 "

HN1

12'-11 2 "

HN1

14'-11 2 "

HN1

16'-11 2 "

HN1

18'-11 2 "

HN3

20'-11 2 "

HN4

HN5

24'-11 2 "

HN6

26'-11 2 "

895 SF SQUARE FOOTAGE

Living

Front Porch

448 SF 1343 SF

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

Total

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

LOOKOUT_07-20-23

SCALE

DRAWN

DATE DRAWN 01-27-2024

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

ADDRESS

DWG FILE

VIEW NAME

The_Lookout_350_8-7-24_4.6_ES

5 of 17

36 x 24

COLD FORMED STEEL SKELETON ONLY

T.O. Roof 18'-3/4"

12'-3/4"

T.O. Wall

8'-3/4"

7'-0"

T.O. Wall

0'-0"

FFE

Left Elevation

Front Elevation

12'-3/4"

T.O. Wall 8'-3/4" T.O. Wall 12'-3/4"

T.O. Wall

12:3

8'-3/4"

7'-0"

T.O. Wall

0'-0"

FFE

Right Elevation

Rear Elevation

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

LOOKOUT_07-20-23

SCALE

DRAWN

DATE DRAWN 01-27-2024

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

ADDRESS

DWG FILE

VIEW NAME

The_Lookout_350_8-7-24_4.6_ES

6 of 17

36 x 24

COLD FORMED STEEL SKELETON ONLY

18'-3"

T.O. ROOF 18'-3"

T.O. ROOF

T.O. WALL 12'-3/4"

12'-3/4"

T.O. Wall

D3SD29

D2SD23

D1SD7

Living Area

Bath

D1SD6

0'-0"

FFE 0'-0"

FFE

Section B-B

SECTION A-A

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

LOOKOUT_07-20-23

SCALE

DRAWN

DATE DRAWN 01-27-2024

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

ADDRESS

DWG FILE

VIEW NAME

The_Lookout_350_8-7-24_4.6_ES

7 of 17

36 x 24

COLD FORMED STEEL SKELETON ONLY

Bracing Summary (kip)

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

IBC 2021 LRFD Strength Method

10.100 11.700 0.000 0.000 7.900 11.500

503'-9 3/16" 420'-8 1/4"

Earthquake Summary

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

3 6.825 kip 6.825 kip 63.634 kip 0.191 s 50 4 C IBC 2021

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 3.000 1.800 7.100 9.900

SS1-1.0

SS1-1.6

SS1-1.8

SS1-2.0

SS1-1.0

SD5 D1

SS1-1.0

Bracing Plan

Bracing Types

SS1

Single 250-33-50 Strap 10g-

LOOKOUT_07-20-23

SCALE

DRAWN

DATE DRAWN 01-27-2024

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

ADDRESS

DWG FILE

VIEW NAME

The_Lookout_350_8-7-24_4.6_ES

8 of 17

36 x 24

COLD FORMED STEEL SKELETON ONLY

LEGEND

50mm Flat Washer Titan THD10x80 FRAMECAD 12g-19g XDrive

Wall Holddown Plan (Prescriptive)

LOOKOUT_07-20-23

SCALE

DRAWN

DATE DRAWN 01-27-2024

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

ADDRESS

DWG FILE

VIEW NAME

The_Lookout_350_8-7-24_4.6_ES

9 of 17

36 x 24

COLD FORMED STEEL SKELETON ONLY

Starting Layout 2

LEGEND

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

Beam

Glulam Beam Claded Beam

28'-0"

20'-0"

14'-0"

8'-0"

LI5

LI3

LI4

LI2

NI32

B41+

NI29

NI33

NI35

NI36

NI40

NI38

LI15

LI13

LI14

LI12

LI11

B43

5'-9"

13'-9"

16'-0"

24'-0"

27'-8"

Layout 2 Starting

895 SF SQUARE FOOTAGE

Living

Front Porch

448 SF 1343 SF

Panel Layout & Exterior Snap Sheet Scale- 1/4": 1'-0"

Total

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

LOOKOUT_07-20-23

SCALE

DRAWN

DATE DRAWN 01-27-2024

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

ADDRESS

DWG FILE

VIEW NAME 10 of 17

The_Lookout_350_8-7-24_4.6_ES

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 MSSC 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

3/8" Ø ANCHOR

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

PRE-MANUFACTURED TRUSSES 350S 162 33mil 50ksi

FAUX BEAMS @ 48" O.C. 6" OPEN CELL R-38 INS. IN CEILING TRUSS

PRE-MANUFACTURED TRUSSES

350S 33mil 50ksi PRE-MANUFACTURED TRUSSES

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

Back to back studs

8'-0"

7'-0"

2'-0"

10g or 12 g screws, as per Engineering

5'-0"

6" OPEN CELLR-38 INS. IN CEILING

SIMP. H2.5 1/2" DRYWALL

VENTED 2X4 BLK

2X6 FASCIA

1 3 8 "

4'-6"

4'-0"

Hold-down MSSC CONNECTOR WITH STRONG BOLT

2X4 STUDS @ 24" O.C.

VENTED 2X4 BLK

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

(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"

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

WINDOW

2'-0"

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.

#10 SELF-DRILLING SCREW

1 3 8 "

1'-0"

2X6 FASCIA

3'-0"

1/2" DRYWALL

3/8" Ø ANCHOR

350 S 43mil 50ksi BEAM ASSEMBLY

2X4 STUDS @ 24" O.C.

2X6 FASCIA

3'-0"

TIE PLATE CONNECTOR WITH #10 SCREWS

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

Studs as per engineering

350S 33mil 50ksi

Hold-down MSSC CONNECTOR

PRE-MANUFACTURED TRUSSES 4" OPEN CELL R-19 INS. IN WALLS

Strap Brace

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

1 3 8 "

ONE COAT STUCCOSYSTEM

PORCH TRUSS

Hold-down MSSC CONNECTOR WITH STRONG BOLT

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

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

SHEAR PANEL

S/LS CONNECTOR WITH #10 SCREWS

4X6 POST

RCA 225

S/LS CONNECTOR

33 MIL TRACK TYP.

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

RCA 223

TRACK

TIE PLATE

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

DOOR

895 SF SQUARE FOOTAGE

1-3/8" B 1-3/8" INLINE PANELS TYPICAL ANCHOR BOLT & BOLT HOLE LOCATION 1-3/8" A 1-3/8" PANELS EDGE

Living

Concrete Foundation

Front Porch

448 SF 1343 SF

Total

LOAD BEARING WALLS

POST / BEAM CONN.

WALL / TRUSS CONN.

WALL / RAFTER CONNECTION

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

LOOKOUT_07-20-23

SCALE

DRAWN

DATE DRAWN 01-27-2024

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

ADDRESS

DWG FILE

VIEW NAME 11 of 17

The_Lookout_350_8-7-24_4.6_ES

36 x 24

COLD FORMED STEEL SKELETON ONLY

RCA 223

350S 33mil 50ksi TRUSS

TIE PLATE

350S 33mil 50ksi

SHEATHING MATERIAL 1/2" OSB

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

TRUSS

350S 33mil 50ksi

TRUSS

350S 33mil 50ksi LE BLOCKING

SOFFIT

350S 33mil 50ksi SHEET ROCK

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

STAGGER FASTENERS IN 2 ROWS

LAG SCREW OR BLOT

SHEATHING MATERIAL 1/2" OSB

LEDGER

2X6 LE RAF.

350S 43mil 50ksi Beam

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

SOFFIT BOARD

DRIP PROFILE 2X6 FASCIA

18 Ga

2X6 FASCIA

TIE PLATE CONNECTOR WITH #10 SCREWS

350 S 33mil 50ksi CEILING FRAMING

SOFFIT

350S 33mil 50ksi LE BLOCKING

6ft Plus

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

4X6 POST

END STUD

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

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

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.

10 BEAM / RAFTER CONN.

LEDGER

SOFFIT / FASCIA BOARD CONNECTION

BEAM / TRUSS CONN.

STUD BRACING WITH SHEATHING

TIE PLATE

RCA 223

TIE PLATE

S/LS50 CONNECTOR

TIE PLATE

RCA 223

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

550S 43mil 50ksi DIAGONAL MEMBER

TIE PLATE CONNECTOR WITH #10 SCREWS

550S 43mil 50ksi VERTICAL MEMBER

550S 43mil 50ksi HORIZONTAL MEMBER

CEILING

S/LS CONNECTOR WITH #10 SCREWS

VERTICAL POST

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

10g-19mm X-Drive SCREWS

TIE PLATE CONNECTOR WITH #10 SCREWS

4x6 POST

TIE PLATE CONNECTOR WITH #10 SCREWS

CEILING BORED

(RECOM) RCA 223 RIGID CONNECTOR WITH #10 SCREWS

350S/550S 33mil 50ksi VERTICAL MEMBER

TIE PLATE CONNECTOR WITH #10 SCREWS

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

4x6 POST

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

550S 43mil 50ksi VERTICAL MEMBER

350S/550S 33mil 50ksi HORIZONTAL MEMBER

TIE PLATE CONNECTOR WITH #10 SCREWS

350S/550S 33mil 50ksi HORIZONTAL MEMBER

4x6 POST

T CONNECTION WITHOUT POST

BEAM TO BEAM CORNER CONNECTION

BEAM TO BEAM L-CONNECTION

BEAM OVER BEAM CONNECTION

BEAM TO BEAM T-CONNECTION

ADJACENT BEAM TO POST CONNECTION

TIE PLATE

RCA 223

Truss

8 3 16 "

STC Connector

LAPPED ASSEMBLY BEAM

TIE PLATE CONNECTOR WITH #10 SCREWS

550 S 43mil 50ksi

Truss

LAPPED ASSEMBLY BEAM

Tolerance Of 1/2" for non load bearing effect

10g-19mm XDrive SCREWS

TIE PLATE CONNECTOR WITH #10 SCREWS

STC CONNECTOR

Top Chord

TIE PLATE CONNECTOR WITH #10 SCREWS

Ceiling Panel

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

Wall Panel

Pre-Manufactured BEAM 550S 162 43mil 50ksi

Non Load Bearing Wall

LAPPED ASSEMBLY BEAM

550 S 43mil 50ksi

Connector STC

BEAM ASSEMBLY 550 S 43mil 50ksi

FASTENERS IN THE CEILING ARE HELD BACK 8" TO 12" FROM THE NEAREST CORNER

TIE PLATE CONNECTOR WITH #10 SCREWS

WALL PANEL

Truss Bottom Chord STC CONNECTOR Ceiling Panel

1/2" CORNER BACK CLIP

TIE PLATE CONNECTOR WITH #10 SCREWS

WALL PANEL

1/2" CORNER BACK CLIP

To allow for vertical truss movement,screws into the truss or raftershould not be driven completelyflush against the connector

Wall Panel

Non Load Bearing Wall

WALL PANEL

Load Bearing Wall

Non Load Bearing Wall

WALL PANEL

DRYWALL CLIP/CEILING BOARD CONNECTION

ADJACENT WALL TO BEAM CONNECTION

WALL TO BEAM L- CONNECTION

WALL TO BEAM T- CONNECTION

TRUSS TO NON LOAD-BEARING WALL CONNECTION

LOOKOUT_07-20-23

SCALE

DRAWN

DATE DRAWN 01-27-2024

JOB REFERENCE

REVISION

JOB DETAILS

1/4" : 1'-0"

ADDRESS

DWG FILE

VIEW NAME 12 of 17

The_Lookout_350_8-7-24_4.6_ES

36 x 24

COLD FORMED STEEL SKELETON ONLY

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