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
I.
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
1
Sliding
96"w x 56"h
CBC
CALIFORNIA BUILDING CODE
CL CLR CLEAR
CENTERLINE
SEISMIC DESIGN
6048
1
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
2
36"w x 56"h
3
4012
48"w x 14"h
Fixed
3012
1
36"w x 14"h
Fixed
3
4010
Fixed
48"w x 10"h
Description EXTERNAL DOOR SCHEDULE
Pcs
Door Size
Plans Note
Hung Door
3068
1
36"w x 80"h
SOIL PROPERTIES
ALLOWABLE SOIL BEARING PRESSURE:
INTERNAL DOOR SCHEDULE
6.
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
7.
4068
1
Double Hung Door
48"w x 80"h
@
AT
(N) (E)
NEW
8.
Double Hung Door Hung Door
4868
1
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
1
24"w x 80"h
9.
#
Hung Door
C
4
2468
28"w x 80"h
Hung Door
2668
3
30"w x 80"h
TABLE R301.2 (1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA:
Hung Door
3068
1
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.
S
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.
A.
1 TYPICAL LIGHT GAUGE STUD DESIGNATIONS
B.
* ALL FIELDS TO BE FILLED BY SITE SPECIFIC ENGINEER
GENERAL NOTES AND CONDITIONS:
EXTERIOR WALL - BEARING & NON BEARING
C.
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.
D.
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"
G.
FLOOR AND BEAM STUD SECTION
# A## A
8'-0"
8'-0"
FRAMING HEIGHT ABOVE FINISH FLOOR
FRAMING HEIGHT ABOVE FINISH FLOOR
ELEVATION NUMBER SHEET NUMBER
D
INTERIOR ELEVATION CALL OUT
B
SPACING
C
350S162-43
2' 0"
CROSS HATCHING INDICATES ARCHED SOFFIT
REVISION NUMBER
TRUSS
EXTENT OF SHELF
REVISION CALL OUT
H.
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
BA
ADDRESS
VIEW NAME
DWG FILE Immense-550
2 of 16
COLD FORMED STEEL SKELETON ONLY
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