ABBREVIATION
DESIGN CRITERIA
RISK CATEGORY:
II
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
PER SQ. FT.
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
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.
I.
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
2
Sliding
72"w x 60"h
D
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
3
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
1
36"w x 96"h
ANALYSIS PROCEDURE: SEISEMIC DESIGN CATEGORY:
*
*
Hung Door
2668
2
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
2
28"w x 80"h 30"w x 80"h
ALLOWABLE SOIL BEARING PRESSURE: LATERAL BEARING PRESSURE: COEFFICIENT OF FRICTION (O)
*
*
Hung Door
2468
1
*
FLOOR LOADS
FLOOR LIVE LOAD:
40 PSF 7 PSF
@
AT
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)
Claded with 18G Flat Sheet of Metal on both sides(CB)
Engineering Passed
3 1/2 5 1/2 5 1/2 5 1/2 Beam Depth
C
Beam
Capacity
EARTHQUAKE SUMMARY
B1
DESIGN CODE FOUNDATION TYPE
IBC 2021
B4 B3 B2
C 4
GENERAL NOTES
STRUCTURAL RESPONSE 0.2s SPECTRAL RESPONSE FOUNDAMENTAL PERIOD
50
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
3
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:
NO
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"
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"
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 © [2024] [FrameUpNow] [HouseDocs]. All rights reserved
LOOKOUT
SCALE
DRAWN
DATE DRAWN 01-27-2024
REVISION
JOB REFERENCE
JOB DETAILS
GN-1
1/4" : 1'-0"
BA
ADDRESS
DWG FILE
VIEW NAME
ON
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