HomeMy WebLinkAbout1025 W Carlton Pl - PlanB
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LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
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ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
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2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
GENERAL NOTES
G1.0
GENERAL NOTES
APPLICABLE CODES. ALL PROJECTS SHALL COMPLY WITH THE
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA FIRE CODE (CFC)
2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (CBEES)
AND ALL APPLICABLE JURISDICTIONAL AMENDMENTS.
FOUNDATION AND UNDERFLOOR
1.FOUNDATION REINFORCEMENT. CONTINUOUS FOOTINGS AND STEM WALLS SHALL
BE PROVIDED WITH A MINIMUM TWO LONGITUDINAL NO. 4 BARS, ONE AT THE TOP
AND ONE AT THE BOTTOM OF THE FOOTING. (CRC R403.1.3.3)
2.SHEAR WALL FOUNDATION SUPPORT. SHEAR WALLS SHALL BE SUPPORTED BY
CONTINUOUS FOUNDATIONS. (CRC 403.1.2)
3.CONCRETE SLABS-ON-GRADE. SLABS-ON-GRADE SHALL BE MINIMUM
3-1/2-INCHES THICK. (CRC R506.1)
4.VAPOR RETARDER. A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER
WITH JOINTS LAPPED MINIMUM 6 INCHES SHALL BE PLACED BETWEEN A
CONCRETE SLAB-ON-GRADE AND THE BASE COURSE OR SUBGRADE. (CRC 506.2.3)
5.ANCHOR BOLTS AND SILLS. FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR
ANCHORED TO THE FOUNDATION OR FOUNDATION WALL PER THE FOLLOWING
(CRC R403.1.6 AND CRC R602.11.1):
a.MINIMUM 1/2-INCH-DIAMETER STEEL BOLTS
b.BOLTS EMBEDDED AT LEAST 7 INCHES INTO CONCRETE OR MASONRY
c.BOLTS SPACED MAXIMUM 6 FEET ON CENTER
d.MINIMUM TWO BOLTS PER PLATE/SILL PIECE WITH ONE BOLT LOCATED MAXIMUM
12 INCHES AND MINIMUM 7 BOLT DIAMETERS FROM EACH END OF EACH SILL
PLATE/PIECE
e.MINIMUM 3-INCH BY 3-INCH BY 0.299-INCH STEEL PLATE WASHER BETWEEN SILL
AND NUT ON EACH BOLT
6.HOLD-DOWNS. ALL HOLD-DOWNS MUST BE TIED IN PLACE PRIOR TO FOUNDATION
INSPECTION.
7.PROTECTION OF WOOD AGAINST DECAY. NATURALLY DURABLE OR
PRESERVATIVE-TREATED WOOD SHALL BE PROVIDED IN THE FOLLOWING
LOCATIONS (CRC R317.1):
a.ALL WOOD IN CONTACT WITH GROUND, EMBEDDED IN CONCRETE IN DIRECT
CONTACT WITH GROUND, OR EMBEDDED IN CONCRETE EXPOSED TO WEATHER
b.WOOD JOISTS WITHIN 18 INCHES AND WOOD GIRDERS WITHIN 12 INCHES OF THE
EXPOSED GROUND IN CRAWL SPACES SHALL BE OF NATURALLY DURABLE OR
PRESERVATIVE-TREATED WOOD
c.WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR
FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM EXPOSED EARTH
SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD
d.WOOD FRAMING, SHEATHING, AND SIDING ON THE EXTERIOR OF THE BUILDING
AND HAVING CLEARANCE LESS THAN 6 INCHES FROM THE EXPOSED GROUND OR
LESS THAN 2 INCHES VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO
SLABS, AND SIMILAR HORIZONTAL SURFACE EXPOSED TO WEATHER
e.SILLS AND SLEEPERS ON CONCRETE OR MASONRY SLAB IN DIRECT CONTACT
WITH GROUND UNLESS SEPARATED FROM SUCH SLAB BY IMPERVIOUS MOISTURE
BARRIER
FOUNDATION AND UNDERFLOOR (CONTINUED)
f.ENDS OF WOOD GIRDERS ENTERING MASONRY OR CONCRETE WALLS WITH
CLEARANCES LESS THAN 1/2 INCH ON TOPS, SIDES, AND ENDS
g.WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR
ROOFS EXPOSED TO WEATHER, SUCH AS CONCRETE OR MASONRY SLABS,
UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS
MOISTURE BARRIER
h.WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED
DIRECTLY TO INTERIOR OF EXTERIOR CONCRETE OR MASONRY WALLS BELOW
GRADE EXCEPT WHERE VAPOR RETARDER APPLIED BETWEEN WALL AND
FURRING STRIPS OR FRAMING MEMBERS
8.UNDERFLOOR VENTILATION. UNDERFLOOR AREAS SHALL HAVE VENTILATION
OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS, WITH MINIMUM
NET AREA OF VENTILATION OPENINGS OF 1 SQUARE FOOT FOR EACH 150 SQUARE
FEET OF UNDERFLOOR AREA. ON SUCH VENTILATING OPENING SHALL BE WITHIN 3
FEET OF EACH CORNER OF THE BUILDING. (CRC R408.1)
9.UNDERFLOOR ACCESS. UNDERFLOOR AREAS SHALL BE PROVIDED WITH A
MINIMUM 18-INCH BY 24-INCH ACCESS OPENING. (CRC R408.4)
WOOD FRAMING
1.FASTENER REQUIREMENTS. THE NUMBER, SIZE, AND SPACING OF FASTENERS
CONNECTING WOOD MEMBERS/ELEMENTS SHALL NOT BE LESS THAN THAT SET FORTH
IN CRC TABLE R602.3(1). (CRC R502.9, CRC R602.3, AND CRC R802.2)
2.STUD SIZE, HEIGHT, AND SPACING. THE SIZE, HEIGHT, AND SPACING OF STUDS SHALL BE
IN ACCORDANCE WITH CRC TABLE R602.3(5). (CRC R602.3.1)
3.SILL PLATE. STUDS SHALL HAVE FULL BEARING ON NOMINAL 2-INCH THICK OR LARGER
SILL PLATE WITH WIDTH AT LEAST EQUAL TO STUD WIDTH. (CRC R602.3.4)
4.BEARING STUDS. WHERE JOISTS, TRUSSES, OR RAFTERS ARE SPACED MORE THAN 16
INCHES ON CENTER AND THE BEARING STUDS BELOW ARE SPACED 24 INCHES ON
CENTER, SUCH MEMBERS SHALL BEAR WITHIN 5 INCHES OF THE STUDS BENEATH. (CRC
R602.3.3)
5.DRILLING AND NOTCHING OF STUDS. ANY STUD IN AN EXTERIOR WALL OR BEARING
PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF ITS WIDTH.
STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40%
OF A SINGLE STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THE
DIAMETER OF THE RESULTING HOLE IS NO MORE THAN 60% OF THE STUD WIDTH, THE
EDGE OF THE HOLE IS NO MORE THAN 5/8 INCH TO THE EDGE OF THE STUD, AND THE
HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN
EXTERIOR WALL OR BEARING PARTITIONS DRILLED OVER 40% AND UP TO 60% SHALL
ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE STUDS BORED. (CRC R602.6)
6.TOP PLATE. WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE
INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS WITH
OTHER PARTITIONS. END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET AT LEAST 24
INCHES. JOINTS IN PLATES NEED NOT OCCUR OVER STUDS. PLATES SHALL BE MINIMUM
NOMINAL 2 INCHES THICK AND HAVE WIDTH AT LEAST EQUAL TO WIDTH OF STUDS. (CRC
R602.3.2)
7.TOP PLATE SPLICES. TOP PLATE LAP SPLICES SHALL BE FACE-NAILED WITH MINIMUM 8
16D NAILS ON EACH SIDE OF SPLICE. (CRC R602.10.8.1)
8.DRILLING AND NOTCHING OF TOP PLATE. WHEN PIPING OR DUCTWORK IS PLACED IN OR
PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING
CUTTING, DRILLING, OR NOTCHING OF THE TOP PLATE BY MORE THAN 50% OF ITS
WIDTH, A GALVANIZED METAL TIE NOT LESS THAN 0.054-INCH THICK AND 1-1/2-INCHES
WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE OPENING
WITH NOT LESS THAN 8 10D NAILS HAVING A MINIMUM LENGTH OF 1-1/2 INCHES AT EACH
SIDE OR EQUIVALENT. THE METAL TIE MUST EXTEND MINIMUM 6 INCHES PAST THE
OPENING. (CRC R602.6.1)
9.CRIPPLE WALLS. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS
IN SIZE THAN THE STUDDING ABOVE. CRIPPLE WALLS MORE THAN 4 FEET IN HEIGHT
SHALL HAVE STUDS SIZED AS REQUIRED FOR AN ADDITIONAL STORY. CRIPPLE WALLS
WITH STUD HEIGHT LESS THAN 14 INCHES SHALL BE SHEATHED ON AT LEAST ONE SIDE
WITH A WOOD STRUCTURAL PANEL FASTENED TO BOTH THE TOP AND BOTTOM PLATES
IN ACCORDANCE WITH TABLE R602.3(1), OR THE CRIPPLE WALLS SHALL BE
CONSTRUCTED OF SOLID BLOCKING. CRIPPLE WALLS SHALL BE SUPPORTED ON
CONTINUOUS FOUNDATIONS. (CRC R602.9)
10.WALL BRACING. BUILDINGS SHALL BE BRACED IN ACCORDANCE WITH THE METHODS
ALLOWED PER CRC R602.10.2, CRC R602.10.4, AND/OR CRC R602.10.5.
11.BRACED WALL LINE SPACING. SPACING BETWEEN BRACED WALL LINES SHALL NOT
EXCEED 20 FEET OR ALTERNATE PROVISIONS OF CRC R602.10.1.3.
12.SHEAR WALL CUMULATIVE LENGTH. THE CUMULATIVE LENGTH OF SHEAR WALLS WITHIN
EACH BRACED WALL LINE SHALL MEET THE PROVISIONS OF CRC TABLE R602.10.3(1) FOR
WIND LOADS AND CRC TABLE R602.10.3(2) FOR SEISMIC LOADS. (CRC R602.10.1.1)
13.SHEAR WALL SPACING. SHEAR WALLS SHALL BE LOCATED NOT MORE THAN 25 FEET ON
CENTER. (CRC R602.10.2.2)
14.SHEAR WALL OFFSET. SHEAR WALLS MAY BE OFFSET OUT-OF-PLAN NOT MORE THAN 4
FEET FROM THE DESIGNATED BRACED WALL LINE AND NOT MORE THAN 8 FEET FROM
ANY OTHER OFFSET WALL CONSIDERED PART OF THE SAME BRACED WALL LINE. (CRC
R602.10.1.2)
15.SHEAR WALL LOCATION. SHEAR WALLS SHALL BE LOCATED AT THE ENDS OF EACH
BRACED WALL LINE OR MEET THE ALTERNATE PROVISIONS OF CRC R602.10.2.2.
16.INDIVIDUAL SHEAR WALL LENGTH. SHEAR WALLS SHALL MEET MINIMUM LENGTH
REQUIREMENTS OF CRC R602.10.6.5.1.
17.CRIPPLE WALL BRACING. CRIPPLE WALLS SHALL BE BRACED PER CRC R602.10.11.
18.SHEAR WALL AND DIAPHRAGM NAILING. ALL SHEAR WALLS, ROOF DIAPHRAGMS, AND
FLOOR DIAPHRAGMS SHALL BE NAILED TO SUPPORTING CONSTRUCTION PER CRC
TABLE R602.3(1). (CRC R604.3)
19.SHEAR WALL JOINTS. ALL VERTICAL JOINTS IN SHEAR WALL SHEATHING SHALL OCCUR
OVER, AND BE FASTENED TO, COMMON STUDS. HORIZONTAL JOINTS IN SHEAR WALLS
SHALL OCCUR OVER, AND BE FASTENED TO, MINIMUM 1-1/2-INCH-THICK BLOCKING. (CRC
R602.10.10)
20.FRAMING OVER OPENINGS. HEADERS, DOUBLE JOISTS, OR TRUSSES OF ADEQUATE SIZE
TO TRANSFER LOADS TO VERTICAL MEMBERS SHALL BE PROVIDED OVER WINDOW AND
DOOR OPENINGS IN LOAD-BEARING WALLS AND PARTITIONS.
(CRC 2304.3.2)
21.JOISTS UNDER BEARING PARTITIONS. JOISTS UNDER PARALLEL BEARING PARTITIONS
SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DOUBLE JOISTS, SIZED TO
ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO PERMIT THE INSTALLATION
OF PIPING OR VENTS SHALL BE FULL-DEPTH SOLID-BLOCKED WITH MINIMUM 2-INCH
NOMINAL LUMBER SPACED AT MAXIMUM 4 FEET ON CENTER. BEARING PARTITIONS
PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS,
WALLS, OR PARTITIONS MORE THAN THE JOIST DEPTH UNLESS SUCH JOISTS ARE OF
SUFFICIENT SIZE TO CARRY THE ADDITIONAL LOAD. (CRC R502.4)
22.JOISTS ABOVE OR BELOW SHEAR WALLS. WHERE JOISTS ARE PERPENDICULAR TO A
SHEAR WALL ABOVE OR BELOW, A RIM JOIST, BAND JOIST, OR BLOCKING SHALL BE
PROVIDED ALONG THE ENTIRE LENGTH OF THE SHEAR WALL. WHERE JOISTS ARE
PARALLEL TO A SHEAR WALL ABOVE OR BELOW, A RIM JOIST, END JOIST, OR OTHER
PARALLEL FRAMING SHALL BE PROVIDED DIRECTLY ABOVE AND/OR BELOW THE SHEAR
WALL. WHERE A PARALLEL FRAMING MEMBER CANNOT BE LOCATED DIRECTLY ABOVE
AND/OR BELOW THE SHEAR WALL, FULL-DEPTH BLOCKING AT 16-INCH SPACING SHALL
BE PROVIDED BETWEEN THE PARALLEL FRAMING MEMBERS TO EACH SIDE OF THE
SHEAR WALL. (CRC R602.10.8)
23.FLOOR MEMBER BEARING. THE ENDS OF EACH FLOOR JOIST, BEAM, OR GIRDER SHALL
HAVE MINIMUM 1-1/2 INCHES OF BEARING ON WOOD OR METAL AND MINIMUM 3 INCHES
OF BEARING ON MASONRY OR CONCRETE EXCEPT WHERE SUPPORTED ON A
1-INCH-BY-4-INCH RIBBON STRIP AND NAILED TO THE ADJOINING STUD OR BY THE USE
OF APPROVED JOIST HANGERS. (CRC R502.6)
24.FLOOR JOIST LAP. FLOOR JOISTS FRAMING OPPOSITE SIDES OVER A BEARING SUPPORT
SHALL LAP MINIMUM 3 INCHES AND SHALL BE NAILED TOGETHER WITHIN MINIMUM 3 10D
FACE NAILS. A WOOD OR METAL SPLICE WITH STRENGTH EQUAL TO OR GREATER THAN
THAT PROVIDED BY THE LAP IS PERMITTED. (CRC R502.6.1)
25.FLOOR JOIST-TO-GIRDER SUPPORT. FLOOR JOISTS FRAMING INTO THE SIDE OF A WOOD
GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON LEDGER
STRIPS MINIMUM NOMINAL 2 INCHES BY 2 INCHES. (CRC R502.6.2)
26.FLOOR JOIST LATERAL RESTRAINT. FLOOR JOISTS SHALL BE SUPPORTED LATERALLY AT
ENDS AND EACH INTERMEDIATE SUPPORT BY MINIMUM 2-INCH FULL-DEPTH BLOCKING,
BY ATTACHMENT TO FULL-DEPTH HEADER, BAND JOIST, OR RIM JOIST, TO AN ADJOINING
STUD, OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT
ROTATION. (CRC R502.7)
27.FLOOR JOIST BRIDGING. FLOOR JOISTS EXCEEDING NOMINAL 2 INCHES BY 12 INCHES
SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR
METAL), OR A CONTINUOUS 1-INCH-BY-3-INCH STRIP NAILED ACROSS THE BOTTOM OF
JOISTS PERPENDICULAR TO JOISTS AT MAXIMUM 8-FOOT INTERVALS. (CRC R502.7.1)
28.FRAMING OF FLOOR OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH
A HEADER AND TRIMMER JOISTS. WHEN THE HEADER JOIST SPAN DOES NOT EXCEED 4
FEET, THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE FLOOR
JOIST. SINGLE TRIMMER JOISTS MAY BE USED TO CARRY A SINGLE HEADER JOIST
LOCATED WITHIN 3 FEET OF THE TRIMMER JOIST BEARING. WHEN THE HEADER JOIST
SPAN EXCEEDS 4 FEET, THE TRIMMER JOISTS AND HEADER JOIST SHALL BE DOUBLED
AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE FLOOR JOISTS FRAMING INTO
THE HEADER. APPROVED HANGERS SHALL BE USED FOR THE
HEADER-JOIST-TO-TRIMMER-JOIST CONNECTIONS WHEN THE HEADER JOIST SPAN
EXCEEDS 6 FEET. TAIL JOISTS OVER 12 FEET LONG SHALL BE SUPPORTED AT THE
HEADER BY FRAMING ANCHORS OR ON LEDGER STRIPS MINIMUM 2 INCHES BY 2 INCHES.
(CRC R502.10)
A.WOOD FRAMING (CONTINUED)
29.GIRDERS. GIRDERS FOR SINGLE-STORY CONSTRUCTION OR GIRDERS SUPPORTING
LOADS FROM A SINGLE FLOOR SHALL NOT BE LESS THAN 4 INCHES BY 6 INCHES FOR
SPANS 6 FEET OR LESS, PROVIDED THAT GIRDERS ARE SPACED NOT MORE THAN 8 FEET
ON CENTER. OTHER GIRDERS SHALL BE DESIGNED TO SUPPORT THE LOADS SPECIFIED
IN THE CBC. GIRDER END JOINTS SHALL OCCUR OVER SUPPORTS. WHEN A GIRDER IS
SPLICED OVER A SUPPORT, AN ADEQUATE TIE SHALL BE PROVIDED. THE ENDS OF
BEAMS OR GIRDERS SUPPORTED ON MASONRY OR CONCRETE SHALL NOT HAVE LESS
THAN 3 INCHES OF BEARING. (CHAPTER 5 CRC)
30.RIDGES, HIPS, AND VALLEYS. RAFTERS SHALL BE FRAMED TO A RIDGE BOARD OR TO
EACH OTHER WITH A GUSSET PLATE AS A TIE. RIDGE BOARDS SHALL BE MINIMUM
1-INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE
RAFTER. AT ALL VALLEY AND HIPS, THERE SHALL BE A VALLEY OR HIP RAFTER NOT
LESS THAN 2-INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF
THE RAFTER. HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A
BRACE TO A BEARING PARTITION OR BE DESIGNED TO CARRY AND DISTRIBUTE THE
SPECIFIC LOAD AT THAT POINT. WHERE THE ROOF PITCH IS LESS THAN 3:12 SLOPE (25%
GRADIENT), STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILINGS JOISTS,
SUCH AS RIDGES, HIPS, AND VALLEYS, SHALL BE DESIGNED AS BEAMS. (CRC R802.3)
31.CEILING JOIST AND RAFTER CONNECTIONS. CEILING JOISTS AND RAFTERS SHALL BE
NAILED TO EACH OTHER PER CRC TABLE R802.5.1(9), AND THE RAFTER SHALL BE NAILED
TO THE WALL TOP PLATE PER CRC TABLE R602.3(1). CEILING JOISTS SHALL BE
CONTINUOUS OR SECURELY JOINED PER CRC TABLE R802.5.1(9) WHERE THEY MEET
OVER INTERIOR PARTITIONS AND ARE NAILED TO ADJACENT RAFTERS TO PROVIDE A
CONTINUOUS TIE ACROSS THE BUILDING WHEN SUCH JOISTS ARE PARALLEL TO
RAFTERS. WHERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS AT THE
WALL TOP PLATE, JOISTS CONNECTED HIGHER IN THE ATTIC SHALL BE INSTALLED AS
RAFTER TIES, OR RAFTER TIES SHALL BE INSTALLED TO PROVIDE A CONTINUOUS TIE.
WHERE CEILING JOISTS ARE NOT PARALLEL TO RAFTERS, RAFTER TIES SHALL BE
INSTALLED. RAFTER TIES SHALL BE MINIMUM 2 INCHES BY 4 INCHES NOMINAL,
INSTALLED PER CRC TABLE R802.5.1(9), OR CONNECTIONS OF EQUIVALENT CAPACITIES
SHALL BE PROVIDED. WHERE CEILINGS JOISTS OR RAFTER TIES ARE NOT PROVIDED,
THE RIDGE FORMED BY THESE RAFTERS SHALL BE SUPPORTED BY A WALL OR
ENGINEER-DESIGNED GIRDER. (CRC R802.3.1)
32.CEILING JOISTS LAPPED. ENDS OF CEILING JOISTS SHALL BE LAPPED MINIMUM 3 INCHES
OR BUTTED OVER BEARING PARTITIONS OR BEAMS AND TOENAILED TO THE BEARING
ELEMENT. WHERE CEILING JOISTS PROVIDE RESISTANCE TO RAFTER THRUST, LAPPED
JOISTS SHALL BE NAILED TOGETHER PER CRC TABLE R602.3(1) AND BUTTED JOISTS
SHALL BE TIED TOGETHER IN A MANNER TO RESIST SUCH THRUST. (CRC R802.3.2)
33.COLLAR TIES. COLLAR TIES OR RIDGE STRAPS TO RESIST WIND UPLIFT SHALL BE
CONNECTED IN THE UPPER THIRD OF THE ATTIC SPACE. COLLAR TIES SHALL BE A
MINIMUM 1 INCH BY 4 INCHES NOMINAL AND SPACED AT MAXIMUM 4 FEET ON CENTER.
(CRC R802.3.1)
34.PURLINS. PURLINS INSTALLED TO REDUCE THE SPAN OF RAFTERS SHALL BE SIZED NOT
LESS THAN THE REQUIRED SIZE OF THE RAFTERS THEY SUPPORT. PURLINS SHALL BE
CONTINUOUS AND SHALL BE SUPPORTED BY 2-INCH-BY-4-INCH NOMINAL BRACES
INSTALLED TO BEARING WALLS AT A MINIMUM 45-DEGREE SLOPE FROM HORIZONTAL.
THE BRACES SHALL BE SPACED MAXIMUM 4 FEET ON CENTER WITH A MAXIMUM 8-FOOT
UNBRACED LENGTH. (CRC R802.5.1)
35.ROOF/CEILING MEMBER BEARING. THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL
HAVE NOT LESS THAN 1-1/2 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS
THAN 3 INCHES OF BEARING ON MASONRY OR CONCRETE. (CRC R802.6)
36.ROOF/CEILING MEMBER LATERAL SUPPORT. ROOF FRAMING MEMBERS AND CEILING
JOISTS WITH A NOMINAL DEPTH-TO-THICKNESS RATIO EXCEEDING 5:1 SHALL BE
PROVIDED WITH LATERAL SUPPORT AT POINTS OF BEARING TO PREVENT ROTATION.
(CRC R802.8)
37.ROOF/CEILING BRIDGING. RAFTERS AND CEILING JOISTS WITH A NOMINAL
DEPTH-TO-THICKNESS RATIO EXCEEDING 6:1 SHALL BE SUPPORTED LATERALLY BY
SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL), OR A CONTINUOUS
1-INCH-BY-3-INCH WOOD STRIP NAILED ACROSS THE RAFTERS OR CEILING JOISTS AT
MAXIMUM 8-FOOT INTERVALS. (CRC R802.8.1)
38.FRAMING OF ROOF/CEILING OPENINGS. OPENINGS IN ROOF AND CEILING FRAMING
SHALL BE FRAMED WITH A HEADER AND TRIMMER JOISTS. WHEN THE HEADER JOIST
SPAN DOES NOT EXCEED 4 FEET, THE HEADER JOIST MAY BE A SINGLE MEMBER THE
SAME SIZE AS THE CEILING JOIST OR RAFTER. SINGLE TRIMMER JOISTS MAY BE USED
TO CARRY A SINGLE HEADER JOIST LOCATED WITHIN 3 FEET OF THE TRIMMER JOIST
BEARING. WHEN THE HEADER JOIST SPAN EXCEEDS 4 FEET, THE TRIMMER JOISTS AND
HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT
THE CEILING JOISTS OR RAFTERS FRAMING INTO THE HEADER. APPROVED HANGERS
SHALL BE USED FOR THE HEADER-JOIST-TO-TRIMMER-JOIST CONNECTIONS WHEN THE
HEADER JOIST SPAN EXCEEDS 6 FEET. TAIL JOISTS OVER 12 FEET LONG SHALL BE
SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER STRIPS MINIMUM 2
INCHES BY 2 INCHES. (CRC R502.10)
39.ROOF FRAMING ABOVE SHEAR WALLS. RAFTERS OR ROOF TRUSSES SHALL BE
CONNECTED TO TOP PLATES OF SHEAR WALLS WITH BLOCKING BETWEEN THE RAFTERS
OR TRUSSES. (CRC R602.10.8)
40.ROOF DIAPHRAGM UNDER FILL FRAMING. ROOF PLYWOOD SHALL BE CONTINUOUS
UNDER CALIFORNIA FILL FRAMING.
41.ROOF DIAPHRAGM AT RIDGES. MINIMUM 2-INCH NOMINAL BLOCKING REQUIRED FOR
ROOF DIAPHRAGM NAILING AT RIDGES.
42.BLOCKING OF ROOF TRUSSES. MINIMUM 2-INCH NOMINAL BLOCKING REQUIRED
BETWEEN TRUSSES AT RIDGE LINES AND AT POINTS OF BEARING AT EXTERIOR WALLS.
43.TRUSS CLEARANCE. MINIMUM 1/2-INCH CLEARANCE REQUIRED BETWEEN TOP PLATES
OF INTERIOR NON-BEARING PARTITIONS AND BOTTOM CHORDS OF TRUSSES.
44.DRILLING, CUTTING, AND NOTCHING OF ROOF/FLOOR FRAMING. NOTCHES IN SOLID
LUMBER JOISTS, RAFTERS, BLOCKING, AND BEAMS SHALL NOT EXCEED ONE-SIXTH THE
MEMBER DEPTH, SHALL BE NOT LONGER THAN ONE-THIRD THE MEMBER DEPTH, AND
SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. NOTCHES AT
MEMBER ENDS SHALL NOT EXCEED ONE-FOURTH THE MEMBER DEPTH. THE TENSION
SIDE OF MEMBERS 4 INCHES OR GREATER IN NOMINAL THICKNESS SHALL NOT BE
NOTCHED EXCEPT AT MEMBER ENDS. THE DIAMETER OF HOLES BORED OR CUT INTO
MEMBERS SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH. HOLES SHALL NOT BE
CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM OF THE MEMBER OR TO ANY OTHER
HOLE LOCATED IN THE MEMBER. WHERE THE MEMBER IS ALSO NOTCHED, THE HOLE
SHALL NOT BE CLOSER THAN 2 INCHES TO THE NOTCH. (CRC R502.8.1)
45.EXTERIOR LANDINGS, DECKS, BALCONIES, AND STAIRS. SUCH ELEMENTS SHALL BE
POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE TO RESIST BOTH VERTICAL AND
LATERAL FORCES OR SHALL BE DESIGNED TO BE SELF-SUPPORTING. ATTACHMENT
SHALL NOT BE ACCOMPLISHED BY USE OF TOENAILS OR NAILS SUBJECT TO
WITHDRAWAL. (CRC R311.3)
46.FIREBLOCKING. FIREBLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS
(CRC R302.11 AND CRC R1003.19):
a.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED
SPACES, AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS:
i.VERTICALLY AT THE CEILING AND FLOOR LEVELS
ii.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET
b.AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL
SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS
c.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE
RUN
d.AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND
FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF
FLAME AND PRODUCTS OF COMBUSTION
e.AT CHIMNEYS AND FIREPLACES PER ITEM E.49
f.CORNICES OF A TWO-FAMILY DWELLING AT THE LINE OF DWELLING-UNIT SEPARATION
47.FIREBLOCKING MATERIALS. EXCEPT AS OTHERWISE SPECIFIED IN ITEMS E.48 AND E.49,
FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS WITH THE INTEGRITY
MAINTAINED (CRC R302.11.1):
a.TWO-INCH NOMINAL LUMBER
b.TWO THICKNESSES OF ONE-INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS
c.ONE THICKNESS OF 23/32-INCH WOOD STRUCTURAL PANEL WITH JOINTS BACKED BY
23/32-INCH WOOD STRUCTURAL PANEL
d.ONE THICKNESS OF 3/4-INCH PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH
PARTICLEBOARD
e.1/2-INCH GYPSUM BOARD
f.1/4-INCH CEMENT-BASED MILLBOARD
g.BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OF OTHER APPROVED MATERIALS
INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. BATTS OR
BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NON-RIGID MATERIALS
SHALL BE PERMITTED FOR COMPLIANCE WITH THE 10-FOOT HORIZONTAL
FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR
STAGGERED STUDS. UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING
SHALL FILL THE ENTIRE CROSS-SECTION OF THE WALL CAVITY TO A MINIMUM HEIGHT
OF 16 INCHES MEASURED VERTICALLY. WHEN PIPING, CONDUIT, OR SIMILAR
OBSTRUCTIONS ARE ENCOUNTERED, THE INSULATION SHALL BE PACKED TIGHTLY
AROUND THE OBSTRUCTION. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED
AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED
FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD THE
SPREAD OF FIRE AND HOT GASES.
48.FIREBLOCKING AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT
CEILING AND FLOOR LEVEL. SUCH OPENINGS SHALL BE FIREBLOCKED WITH AN
APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF
COMBUSTION. (CRC R302.11)
WOOD FRAMING (CONTINUED)
49.FIREBLOCKING OF CHIMNEYS AND FIREPLACES. ALL SPACES BETWEEN CHIMNEYS AND
FLOORS AND CEILINGS THROUGH WHICH CHIMNEYS PASS SHALL BE FIREBLOCKED WITH
NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF
SPACES BETWEEN CHIMNEYS AND WOOD JOISTS, BEAMS, OR HEADERS SHALL BE
SELF-SUPPORTING OR BE PLACED ON STRIPS OF METAL OR METAL LATH LAID ACROSS
THE SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. (CRC R1003.19)
50.DRAFTSTOPPING. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE
BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY,
DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE
DOES NOT EXCEED 1000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE
CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS
ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW,
DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE
FOLLOWING CIRCUMSTANCES (CRC R302.12):
a.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING
b.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED
MEMBERS
51.DRAFTSTOPPING MATERIALS. DRAFTSTOPPING SHALL NOT BE LESS THAN 1/2-INCH
GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANELS, OR OTHER APPROVED
MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED
PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE
BUILDING OFFICIAL. THE INTEGRITY OF DRAFTSTOPS SHALL BE MAINTAINED. (CRC
R302.12.1)
52.COMBUSTIBLE INSULATION CLEARANCE. COMBUSTIBLE INSULATION SHALL BE
SEPARATED MINIMUM 3 INCHES FROM RECESSED LUMINAIRES, FAN MOTORS, AND
OTHER HEAT-PRODUCING DEVICES. (CRC R302.14)
GENERAL MATERIAL SPECIFICATIONS
LUMBER. ALL JOISTS, RAFTERS, BEAMS, AND POSTS 2-INCHES TO 4-INCHES THICK
SHALL BE NO. 2 GRADE DOUGLAS FIR-LARCH OR BETTER. ALL POSTS AND BEAMS 5
INCHES AND THICKER SHALL BE NO. 1 GRADE DOUGLAS FIR-LARCH OR BETTER. STUDS
NOT MORE THAN 8 FEET LONG SHALL BE STUD-GRADE DOUGLAS FIR-LARCH OR
BETTER WHEN SUPPORTING NOT MORE THAN ONE FLOOR, ROOF, AND CEILING. STUDS
LONGER THAN 8 FEET SHALL BE NO. 2 GRADE DOUGLAS FIR-LARCH OR BETTER.
1.CONCRETE. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
3,000 PSI AT 28 DAYS AND SHALL CONSIST OF 1 PART CEMENT, 3 PARTS SAND, 4
PARTS 1-INCH MAXIMUM SIZE ROCK, AND NOT MORE THAN 7-1/2 GALLONS OF
WATER PER SACK OF CEMENT. (CRC R402.2)
2.MORTAR. MORTAR USED IN CONSTRUCTION OF MASONRY WALLS, FOUNDATION
WALLS, AND RETAINING WALLS SHALL CONFORM TO ASTM C 270 AND SHALL
CONSIST OF 1 PART PORTLAND CEMENT, 2-1/4 TO 3 PARTS SAND, AND 1/4 TO 1/2
PART HYDRATED LIME. (CRC CHAPTER 4)
3.GROUT. GROUT SHALL CONFORM TO ASTM C 476 AND SHALL CONSIST OF 1 PART
PORTLAND CEMENT, 1/10 PART HYDRATED LIME, 2-1/4 TO 3 PARTS SAND, AND 1 TO
2 PARTS GRAVEL. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF
2,000 PSI AT 28 DAYS. (CRC CHAPTER 4)
4.MASONRY. MASONRY UNITS SHALL COMPLY WITH ASTM C 90 FOR LOAD-BEARING
CONCRETE MASONRY UNITS. (CRC CHAPTER 4)
5.REINFORCING STEEL. REINFORCING STEEL USED IN CONSTRUCTION OF
REINFORCED MASONRY OR CONCRETE STRUCTURES SHALL BE DEFORMED AND
COMPLY WITH ASTM A 615. (CRC CHAPTER 4)
6.STRUCTURAL STEEL. STEEL USED AS STRUCTURAL SHAPES SUCH AS
WIDE-FLANGE SECTIONS, CHANNELS, PLATES, AND ANGLES SHALL COMPLY WITH
ASTM A36. PIPE COLUMNS SHALL COMPLY WITH ASTM A53. STRUCTURAL TUBES
SHALL COMPLY WITH ASTM A500, GRADE B.
7.FASTENERS FOR PRESERVATIVE-TREATED WOOD. FASTENERS FOR
PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD - INCLUDING
NUTS AND WASHERS -- SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED
STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. (CRC R317.3.1)
EXCEPTION: 1/2-INCH DIAMETER OR GREATER STEEL BOLTS
EXCEPTION: FASTENERS OTHER THAN NAILS AND TIMBER RIVETS MAY BE OF
MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN
ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM
EXCEPTION: PLAIN CARBON STEEL FASTENERS ACCEPTABLE IN SBX/DOT AND ZINC
BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT
8.9.FASTENERS FOR FIRE-RETARDANT-TREATED WOOD. FASTENERS FOR
FIRE-RETARDANT-TREATED WOOD USED IN EXTERIOR APPLICATIONS OR WET OR
DAMP LOCATIONS SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL,
STAINLESS STEEL, SILICON BRONZE, OR COPPER. (CRC R317.3.3)
9.
ROOFING AND WEATHERPROOFING
1.THE ENTIRE ROOF COVERING OF EVERY EXISTING STRUCTURE WHERE MORE
THAN 50 PERCENT OF THE TOTAL ROOF AREA IS REPLACED WITHIN ANY ONE-YEAR
PERIOD, THE ENTIRE ROOF COVERING OF EVERY NEW STRUCTURE, AND ANY
ROOF COVERING APPLIED IN THE ALTERATION, REPAIR OR REPLACEMENT OF THE
ROOF OF EVERY EXISTING STRUCTURE, SHALL BE A FIRE-RETARDANT ROOF
COVERING THAT IS AT LEAST CLASS C. (CRC R902.1.3)
2.ROOF FLASHING. FLASHING SHALL BE INSTALLED AT WALL AND ROOF
INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE
OR DIRECTION, AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL,
THE METAL SHALL BE CORROSION-RESISTANT WITH A THICKNESS OF NOT LESS
THAN 0.019 INCH (NO. 26 GALVANIZED SHEET). (CRC R903.2.1)
3.CRICKETS AND SADDLES. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE
RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN 30 INCHES WIDE AS
MEASURED PERPENDICULAR TO THE SLOPE. CRICKET OR SADDLE COVERING
SHALL BE SHEET METAL OR THE SAME MATERIAL AS THE ROOF COVERING. (CRC
R903.2.2)
4.WATER-RESISTIVE BARRIER. A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT
SHALL BE ATTACHED TO STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH
FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER
LAPPED OVER THE LOWER LAYER MINIMUM 2 INCHES. WHERE JOINTS OCCUR,
FELT SHALL BE LAPPED MINIMUM 6 INCHES. THE FELT SHALL BE CONTINUOUS TO
THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING
APPENDAGES IN A MANNER TO MAINTAIN A WEATHER-RESISTANT EXTERIOR WALL
ENVELOPE. (CRC R703.2)
5.WALL FLASHING. APPROVED CORROSION-RESISTANT FLASHING SHALL BE APPLIED
SHINGLE FASHION AT THE FOLLOWING LOCATIONS TO PREVENT ENTRY OF WATER
INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING
STRUCTURAL FRAMING COMPONENTS (CRC R703.8):
a.EXTERIOR DOOR AND WINDOW OPENINGS, EXTENDING TO THE SURFACE OF THE
EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FOR
SUBSEQUENT DRAINAGE
b.AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH
FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER
STUCCO COPINGS
c.UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS
d.CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM
e.WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR
ASSEMBLY OF WOOD-FRAME CONSTRUCTION
f.AT WALL AND ROOF INTERSECTIONS
g.AT BUILT-IN GUTTERS
6.DAMPPROOFING. DAMPPROOFING MATERIALS FOR FOUNDATION WALLS
ENCLOSING USABLE SPACE BELOW GRADE SHALL BE INSTALLED ON THE
EXTERIOR SURFACE OF THE WALL, AND SHALL EXTEND FROM THE TOP OF THE
FOOTING TO FINISHED GRADE. (CRC R406.1)
7.WEEP SCREED. A MINIMUM 0.019-INCH (NO. 26 GALVANIZED SHEET GAGE),
CORROSION-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A
MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED
AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN
ACCORDANCE WITH ASTM C 92. THE WEEP SCREED SHALL BE PLACED A MINIMUM
4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS AND SHALL BE OF
A TYPE ALLOWING TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE
BUILDING. (CRC R703.7.2.1)
8.
PLUMBING FIXTURES
1.PLUMBING FIXTURES TO COMPLY W/ CONSERVATION FLOW RATES:\
SHOWERHEAD - 1.8 GPM @ 80 PSI
LAVATORY FAUCETS - 1.2 GPM @ 60 PSI
KITCHEN FAUCETS - 1.8 GPM @ 60 PSI
WATER CLOSET - 1.28 GPF
URINALS - .5 GPF
WALL MOUNTED URINALS - .125 GPF
MULTIPLE SHOWER HEAD - 2.0 GPM @ 80 PSI
FOR ALL COMBINED SHOWERHEAD, LAVATORY FAUCETS IN PUBLIC AREAS - .5
GPM @ 60 PSI METERING FAUCETS - .25 GALLONS PER CYCLE
2.GFIC OUTLET IF LESS THAN 6' AWAY FROM WATER, (SINK)
3.ALL SHOWER AND TUB-SHOWER SHALL HAVE A PRESSURE BALANCE
THERMOSTATIC MIXING VALVE OR A COMBINATION PRESSURE BALANCE
THERMOSTATIC MIXING TYPE VALVE
4.WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 72"
INCHES ABOVE DRAIN AT SHOWERS OR TUBS WITH SHOWER. MATERIALS OTHER
THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS
ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY II SWING DOOR
OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL NOT BE LESS THAN 1,024 SQ
IN OF FLOOR AREA, AND ENCOMPASS 30" DIA CIRCLE
ELECTRICAL/ MECHANICAL
1.ELECTRICAL PLAN IS FOR SCHEMATIC LOCATION OF ELECTRICAL OUTLETS AND
LIGHT FIXTURES. VERIFY EXACT LOCATIONS W/ OWNER PRIOR TO INSTALLATION.
INSTALLATION MUST BE PER 2019 ELECTRICAL CODE
2.ALL BRANCH CIRCUIT AND RECEPTACLES OUTLETS IN BEDROOM SHALL BE
PROTECTED BY AND ARC-FAULT CIRCUIT-INTERRUPTER 2019 CEC
3.CONTRACTOR TO VERIFY LOCATIONS W/ HOME OWNER
4.GENERAL LIGHTING IN KITCHEN SHALL HAVE LAMPS W/ AN EFFICACY OF NOT LESS
THAN 40 LUMENS PER WATT. GENERAL LIGHTING MUST PROVIDE A SUFFICIENT
LIGHT LEVEL FOR BASIC KITCHEN TASKS AND PROVIDE A UNIFORM PATTERN OF
ILLUMINATION. THE HIGH-EFFICIENCY LUMINARIES SHALL BE SWITCHED AT AN
ENTRANCE TO THE KITCHEN
7.EACH ROOM CONTAINING A SHOWER OR BATHTUB SHALL HAVE AT LEAST ONE
LUMINARIES W/ LAMP(S) W/ AN EFFICACY OF 40 LUMENS PER WATT OR GREATER IF
THERE IS MORE THAN ONE LUMINARIES IN THE ROOM, THE HIGH-EFFICACY
LUMINARIES SHALL BE SWITCHED AT AN ENTRANCE OF THE ROOM.
8.G.F.C.I PROTECTION FOR RECEPTACLES SERVING WET BAR COUNTERTOP
SURFACES AND LOCATED WITHIN 6' OF THE OUTSIDE EDGE OF WET BAR SINK
9.BRANCH CIRCUITS THAT SUPPLY 125 - VOLT, SINGLE PHASE, 15-20 AMPERE
RECEPTACLES OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE
PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER (CEC 210-12)
10.PROVIDE 20' UFER GROUND IN FOOTING
11.HIGH EFFICACY LUMINAIRES MUST BE PIN BASED
12.TRANSFER AIR. VENTILATION AIR SHALL BE PROVIDED DIRECTLY FROM THE
OUTDOORS AND NOT AS TRANSFER AIR FROM ADJACENT DWELLING UNITS OR
OTHER SPACES, SUCH AS GARAGES, UNCONDITIONED CRAWLSPACES, OR
UNCONDITIONED ATTICS. (CBEES 150.0(O))
13.INSTRUCTIONS AND LABELING. VENTILATION SYSTEM CONTROLS SHALL BE LABELED
AND THE HOME OWNER SHALL BE PROVIDED WITH INSTRUCTIONS ON HOW TO
OPERATE THE SYSTEM. (CBEES 150.0(O))
14.COMBUSTION AND SOLID-FUEL BURNING APPLIANCES. COMBUSTION APPLIANCES
SHALL BE PROPERLY VENTED AND AIR SYSTEMS SHALL BE DESIGNED TO PREVENT
BACK DRAFTING. (CBEES 150.0(O))
15.GARAGES. THE WALL AND OPENINGS BETWEEN OCCUPIABLE SPACES AND THE
GARAGE SHALL BE SEALED. HVAC SYSTEMS THAT INCLUDE AIR HANDLERS OR
RETURN DUCTS LOCATED IN GARAGES SHALL HAVE TOTAL AIR LEAKAGE OF NO
MORE THAN 6% OF TOTAL FAN FLOW WHEN MEASURED AT 0.1 IN. W.C. USING
CALIFORNIA TITLE 24 OR EQUIVALENTS. (CBEES 150.0(O))
16.MINIMUM FILTRATION. MECHANICAL SYSTEMS SUPPLYING AIR TO OCCUPIABLE
SPACE THROUGH DUCTWORK SHALL BE PROVIDED WITH A FILTER HAVING A
MINIMUM EFFICIENCY OF MERV 6 OR BETTER. (CBEES 150.0(O))
17.AIR INLETS. AIR INLETS (NOT EXHAUST) SHALL BE LOCATED AWAY FROM KNOWN
CONTAMINANTS. (CBEES 150.0(O))
18.AIR MOVING EQUIPMENT. AIR MOVING EQUIPMENT USED TO MEET EITHER THE
WHOLE-BUILDING VENTILATION REQUIREMENT OR THE LOCAL VENTILATION
EXHAUST REQUIREMENT SHALL BE RATED IN TERMS OF AIRFLOW AND SOUND.
(CBEES 150.0(O))
a.ALL CONTINUOUSLY OPERATING FANS SHALL BE RATED AT A MAXIMUM OF 1.0
SONE.
b.INTERMITTENTLY OPERATED WHOLE-BUILDING VENTILATION FANS SHALL BE
RATED AT A MAXIMUM OF 1.0 SONE.
c.INTERMITTENTLY OPERATED LOCAL EXHAUST FANS SHALL BE RATED AT MAXIMUM
OF 3.0 SONE.
d.REMOTELY LOCATED AIR-MOVING EQUIPMENT (MOUNTED OUTSIDE OF HABITABLE
SPACES) NEED NOT MEET SOUND REQUIREMENTS IF AT LEAST 4 FEET OF
DUCTWORK BETWEEN FAN AND INTAKE GRILL.
19.EXTERIOR LIGHTING. ALL PROJECTS SHALL COMPLY WITH LOCAL LIGHTING
ORDINANCE.
20.GFCI OUTLETS. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) OUTLETS ARE
REQUIRED IN BATHROOMS, AT KITCHEN COUNTERTOPS, AT LAUNDRY AND WET BAR
SINKS, IN GARAGES, IN CRAWLSPACES, IN UNFINISHED BASEMENTS, AND
OUTDOORS. (CEC 210.8)
1.AFCI OUTLETS. ELECTRICAL CIRCUITS IN BEDROOMS, LIVING ROOMS, DINING
ROOMS, DENS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS MUST BE PROTECTED BY
ARC FAULT CIRCUIT INTERRUPTERS (AFCI). (CEC 210.12)
2.LUMINAIRE REQUIREMENTS. INSTALLED LUMINAIRES SHALL MEET THE EFFICACY
AND FIXTURE REQUIREMENTS OF CBEES 150.0(K).
3.SMOKE DETECTORS IN BUILDING REMODELS. SMOKE DETECTORS ARE REQUIRED IN
EACH EXISTING SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF SLEEPING ROOMS, AND ON EACH STORY OF A DWELLING
INCLUDING BASEMENTS. BATTERY-OPERATED DETECTORS ARE ACCEPTABLE IN
EXISTING AREAS WITH NO CONSTRUCTION TAKING PLACE AND IN ALTERATIONS NOT
RESULTING IN REMOVAL OF INTERIOR WALL OR CEILING FINISHES AND WITHOUT
ACCESS VIA AN ATTIC, CRAWL SPACE, OR BASEMENT. (CRC R314.3)
4.CARBON MONOXIDE DETECTORS IN BUILDING REMODELS. CARBON MONOXIDE
DETECTORS ARE REQUIRED OUTSIDE EACH SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF SLEEPING ROOMS AND ON EACH STORY OF A DWELLING
INCLUDING BASEMENTS. BATTERY-OPERATED DETECTORS ARE ACCEPTABLE IN
EXISTING AREAS WITH NO CONSTRUCTION TAKING PLACE AND IN ALTERATIONS NOT
RESULTING IN REMOVAL OF INTERIOR WALL OR CEILING FINISHES AND WITHOUT
ACCESS VIA AN ATTIC, CRAWL SPACE, OR BASEMENT. (CRC R315.3)
5.WATER HEATER SEISMIC STRAPPING. MINIMUM TWO 3/4-INCH-BY-24-GAUGE STRAPS
REQUIRED AROUND WATER HEATERS, WITH 1/4-INCH-BY-3-INCH LAG BOLTS
ATTACHED DIRECTLY TO FRAMING. STRAPS SHALL BE AT POINTS WITHIN UPPER
THIRD AND LOWER THIRD OF WATER HEATER VERTICAL DIMENSION. LOWER
CONNECTION SHALL OCCUR MINIMUM 4 INCHES ABOVE CONTROLS. (CPC 507.2)
6.GAS APPLIANCES IN GARAGES. WATER HEATERS AND HEATING/COOLING
EQUIPMENT CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE PLACED ON
MINIMUM 18-INCH-HIGH PLATFORM UNLESS LISTING REPORT NUMBER PROVIDED
SHOWING IGNITION-RESISTANT APPLIANCE. (CPC 507.13 AND CMC 305.1)
7.IMPACT PROTECTION OF APPLIANCES. WATER HEATERS AND HEATING/COOLING
EQUIPMENT SUBJECT TO VEHICULAR IMPACT SHALL BE PROTECTED BY BOLLARDS
OR AN EQUIVALENT MEASURE. (CPC 507.13.1 AND CMC 305.11)
8.WATER CLOSET CLEARANCE. MINIMUM 30-INCH-WIDE BY 24-INCH-DEEP CLEARANCE
REQUIRED AT FRONT OF WATER CLOSETS. (CPC 402.5)
9.SHOWER SIZE. SHOWER COMPARTMENTS SHALL HAVE MINIMUM AREA OF 1024
SQUARE INCHES AND BE ABLE TO ENCOMPASS A 30-INCH-DIAMETER CIRCLE.
SHOWER DOORS SHALL HAVE A MINIMUM 22-INCH UNOBSTRUCTED WIDTH. (CPC
408.5 AND CPC 408.6)
10.FIREPLACE APPLIANCES. FIREPLACES WITH GAS APPLIANCES ARE REQUIRED TO
HAVE THE FLUE DAMPER PERMANENTLY FIXED IN THE OPEN POSITION AND
FIREPLACES WITH LPG APPLIANCES ARE TO HAVE NO 'PIT' OR 'SUMP'
CONFIGURATIONS. (CMC 303.7.1)
11.CHIMNEY CLEARANCE. MINIMUM 2-FOOT CHIMNEY CLEARANCE REQUIRED ABOVE
BUILDING WITHIN 10-FOOT HORIZONTALLY OF CHIMNEY. THE CHIMNEY SHALL
EXTEND MINIMUM 3 FEET ABOVE HIGHEST POINT WHERE CHIMNEY PASSES
THROUGH ROOF. (CRC R1003.9)
CALGREEN REQUIREMENTS
APPLICABILITY. CALGREEN RESIDENTIAL MANDATORY MEASURES SHALL APPLY TO
EVERY NEWLY CONSTRUCTED BUILDING OR STRUCTURE AND WITHIN ANY
ADDITION OR ALTERATION INCREASING A BUILDING'S CONDITIONED AREA, VOLUME,
OR SIZE. (CALGREEN 101.3, CALGREEN 301.1.1)
EXCEPTION: ALL RESIDENTIAL BUILDINGS UNDERGOING PERMITTED
ALTERATIONS,ADDITIONS, OR IMPROVEMENTS SHALL REPLACE
NONCOMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVING PLUMBING
FIXTURES PER CALGREEN 301.1.1 AND CALGREEN 4.303.1
1.
WOOD FRAMING CONT.
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LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
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ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
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2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
PROJECT DIRECTORY
JURISDICTION SANTA ANA
STRUCT ENGINEER MICHAEL PHILLIPS
938 S CAPLAN ST.
ANAHEIM, CA 92802
F. 657.331.1935
ARCHITECTURE SYMBOL
TRUE NORTH INDICATOR
DETAIL
DETAIL IDENTIFICATION
SHEET WHERE DRAWN
WALL SECTION
BUILDING SECTIONEXTERIOR ELEVATION
DOOR MARK
DOOR NUMBER -
REFER TO SCHEDULE
WINDOW, RELITE OR
LOUVER MARK
EQUIPMENT MARK
ROOM MARK
ROOM NAME
ROOM NUMBER
COLUMN GRIDS
WORK, CONTROL
OR DATUM POINT
REVISION CLOUD
AND DELTAPROJECT NORTH INDICATOR
NORTH ARROW
CUT LINE - DEFINES THE
DETAILED ELEMENT
INTERIOR ELEVATION
WINDOW NUMBER -
REFER TO SCHEDULE
EQUIPMENT NUMBER -
REFER TO SCHEDULE
DETAIL IDENTIFICATION
SHEET WHERE DRAWN
CUT LINE - DEFINES THE
DETAILED ELEMENT
DETAIL IDENTIFICATION
SHEET WHERE DRAWN
DETAIL IDENTIFICATION
SHEET WHERE DRAWN
DETAIL IDENTIFICATION
SHEET WHERE DRAWN
20
A701
3
A701
1
G302
1
A301
A503
5
6
7
1
14
011
ROOM
100
2
B
50'-0" AFF
2
OWNER JEAN & MICAH YOU
1025 CARLTON PL
SANTA ANA, CA 92707
f. 310.850.2466
POINT OF CONTACT BAO PHAM
1310 N. HARBOR BLVD.
SANTA ANA, CA 92703
f. 714.457.0436
1025 W CARLTON PL
SANTA ANA, CA 92707
SFR
REMODEL/
ADDITION
ARCHITECTURAL
DRAWINGS LIST
STRUCTURAL
TITLE SHEETTS1.0
A1.0
A1.1
A2.0
A3.1
G1.0
G2.0
G3.0
GENARAL NOTES
GREEN BUILDING NOTES
PROPOSED PLAN
EXISTING ELEVATIONS
PROPOSED SITE PLAN AND ROOF PLANSP1.0
DIMENSION PLAN
GREEN BUILDING NOTES
ROOF AND WALL DETAILS
A3.2 DOOR AND WINDOW DETAILS
S.0 GENERAL NOTES FASTENING SCHEDULE
S1.0 REMODEL/ ADDITION ROOF FRAMING PLAN FOUNDATION PLAN
SD1 STRUCTURAL & FOUNDATION DETAILS
T24.1 TITLE 24
T24.2 TITLE 24
DEMOLITION PLAND1.1
PROJECT DESCRIPTION
DEFFERED SUBMITTAL
DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE
DEPARTMENT OF BUILDING INSPECTION FOR APPROVAL. THIS
PROJECT INCLUDED THE FOLLOWING DEFERRED SUBMITTAL ITEMS
AND APPLICABLE DESIGN CRITERIA.
CODE SUMMARY
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA RESIDENTIAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS
2022 CALIFORNIA GREEN BUILDING STANDARD CODE
CITY OF SANTA ANA MUNICIPAL CODE
AHJ NOTES
MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS
PLAN REVIEW AND APPROVAL. MEP ARE SUBJECT TO BUILDING FIELD
INSPECTION.
VICINITY MAP
TITLE
SHEET
TS1.0
T24 CONSULTANT ALEX CHANG
936 S. CAPLAN ST.
ANAHEIM, CA 92802
F. 714.200.8617
TITLE 24
SD2 STRUCTURAL & FOUNDATION DETAILS
A1.2 UTILITY PLAN
A2.1 NEW ELEVATIONS
A2.2 PROPOSED SECTIONS
A3.0 WALL TYPE
PROJECT DATA
APN:015-142-05
ZONE:R-1
TYPE OF CONSTRUCTION:VB
OCCUPANCY:R3/U1
LEGAL DESC:N-TRACT: 1191 BLOCK: LOT: 88
SPRINKLER:NO ( MAIN RESIDENCE NOT SPRINKLERED)
FLOOD ZONE:X
BUILDING HEIGHT:13'-10" AT THE TOP RIDGE
LOT AREA:6,439 SF a
EXISTING SCOPE:
MAIN RESIDENCE:1,008 SF b
FRONT PORCH 13 SF c
ATTACHED GARAGE:221 SF d
EXISTING RESIDENTIAL FLOOR TO AREA:
( b ) / a .16
EXISTING TOTAL LOT COVERAGE:
( b + c +d )1,242 SF e
(2) 10X20 OFFSITE PARKING 400 SF f
( e+f ) / a 26% < 35%
SETBACKS
REQUIRED PROVIDED
FRONT ( ALONG PUBLIC STREET)20'32' - 7"
REAR 20'37'-4"
SIDE 5'5'
SIDE 5'5'
NEW SCOPE:
MAIN RESIDENCE:1,008 SF g
ADDITION 478 SF h
NEW RESIDENTIAL FLOOR TO AREA:
( g+h ) / a .23
NEW TOTAL LOT COVERAGE:
( g + h + c + d )1,720 SF i
(2) 10X20 OFFSITE PARKING 400 SF j
( i +j ) / a 33% < 35%
R3/U: ADD/REMODEL. CONVERT/REMODEL LAUNDRY ROOM AND
KITCHEN TO DINING, REMOVE EXTERIOR WALL AT THE REAR OF
THE HOUSE, ENLARGED EXISTING MASTER BATHROOM, ADD 1
PANTRY, 1 KITCHEN, AND 1 BATHROOM BY EXTENDING THE REAR
OF THE HOUSE.
NET INCREASE IN AREA: 478 SF
BEDROOM COUNT: 3 (UNCHANGED)
NEW BATHROOM COUNT: 2
AREA OF
WORK
EXISTING PLAND1.0
Bldg #101120957
APPROVALS:
PLNG - F. Arias
BLDG - W. LeePUBLIC WORKS - Y. Soto
2'
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LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
1310
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ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
10
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2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
2024.11.18 CYCLE 2 SUBMITTAL
PROPOSED PLAN
A1.0
BATHROOM
13
A2.0/A2.1
12
A2.0/A2.1
14
A2.0/A2.1
11
A2.0/A2.1
16
A2.2
15
A2.2
A
LAUNDRY
9,12
A3.2
TYPICAL
AGE-IN-PLACE
GRAB BAR
REINFORCEMENT
SCALE:10 PROPOSED PLAN
1/4" = 1'-0"
1.ALL GLAZING IN HAZARDOUS LOCATIONS MUST BE IDENTIFIED BY A LABEL
(PERMANENT IF TEMPERED) AS SAFETY GLAZING - GLAZING IN BATH AND
SHOWER ENCLOSURES ONLY (CRC CHAPTER 3 )
2.A 12" MIN ACCESS PANEL TO BATHTUB TRAP CONNECTION IS REQUIRED
UNLESS PLUMBING IS WITHOUT SLIP JOINTS (PC 405.2)
3.PROVIDE 1 - MAIN SWITCHED FLUORESCENT LIGHT IN EACH BATH ROOM AND
KITCHEN PER STATE ENERGY CODE
4.SAFETY GLASS (TEMP) ENCLOSURE W/ METAL FRAME
5.PROVIDE EXTERIOR STUCCO LATH NAILING W/ 11" GA 1 1/2" LONG, 7/16" HEAD,
1/4" THICK FUR NAIL/ TWO (2) LAYERS OF GRADE 'D' PAPER REQ'D FOR THE
STUCCO WORK
6.PROVIDE RADIANT SHALL BE TILE OR EQUALLY APPROVED MATERIAL 12"
ABOVE DRAIN INLET (BATHROOM ONLY)
7.ALL NEW WINDOWS MUST MATCH EXITING WINDOWS IN STYLE, TYP OF
TREATMENT AND TRIM ALL WINDOWS AS RECESSED W. MULLIONS
GENERAL NOTES
FLOOR PLAN NOTES
1.ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED
2.ALL RECEPTACLES IN KITCHEN, BATH, AND GARAGE SHALL BE GFI. OUT SIDE
RECEPTACLES SHALL BE WEATHER PROOF
3.LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHEN AND BATHROOM
SHALL EFFICIENCY OF NOT LEGS AND 40 LUMENS PER WATT
4.ALL WINDOWS SHOULD BE DUAL PANEL
5.ALL BEDROOMS AND HALL AREAS THAT ACCESS BEDROOMS SHALL HAVE SMOKE
DETECTORS, HARD WIRE W/ BATTERY
6.PROVIDE 30"X22" ATTIC ACCESS SWITCH & LIGHT & RECEP
7.FANS SHALL HAVE 5 AIR CHANGES PER HOUR
8.CEMENT PLASTER OR EQUAL ON WALLS AROUND SHOWER TO 72" ABOVE DRAIN
INLET. ENCLOSURE TO BE SHATTERPROOF. SWINGING DOOR TO SWING OUT
9.GLAZING IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING MATERIAL
10.SMOKE DETECTOR ARE REQUIRED IN EACH EXISTING ROOM USED FOR SLEEPING,
CENTRALLY LOCATED IN THE WALL OR CEILING IN CORRIDORS PROVIDING ACCESS
TO EACH SEPARATE SLEEPING AREA, AT EACH FLOOR OR BASEMENT LEVEL AND IN
CLOSE PROXIMITY TO THE STAIRWAY
11.THE ELEVATION OF LANDING SHALL NOT EXCEED 7 1/2" DIFFERENCE THAN THE
THRESHOLD OF THE DOORWAY (IF DOOR DOES NOT SWING OVER THE LANDING
EXTERIOR WINDOW NOTES:
EXTERIOR WINDOWS, EXTERIOR GLAZED DOORS, GLAZED OPENINGS WITHIN EXTERIOR
DOORS, GLAZED OPENINGS WITHIN EXTERIOR GARAGE DOORS, AND EXTERIOR
STRUCTURAL GLASS VENEER SHALL COMPLY WITH ONE OF THE FOLLOWING: (SELECT
ONE)
A.MULTI-PANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE MEETING THE
REQUIREMENTS OF SECTION 2406 SAFETY GLAZING, AND WHERE ANY GLAZING
FRAMES MADE OF VINYL MATERIALS SHALL HAVE WELDED CORNERS, METAL
REINFORCEMENT IN INTERLOCK AREA, AND BE CERTIFIED TO AAMA/WDMA/CSA
101/I.S.2/A40
B.MINIMUM 20-MIN FIRE-RESISTANCE-RATED.
C.MEET PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-2
D.ALL NEW WINDOW GLAZING SHALL BE
MAX U = 0.29
MAX SHGC = 0.21
1.FOR CLIMATE ZONE 10
EXTERIOR DOOR NOTES:
EXTERIOR DOORS SHALL COMPLY WITH ONE OF THE FOLLOWING:
A.EXTERIOR SURFACE OR CLADDING OF NON-COMBUSTIBLE OR IGNITION-RESISTANT
MATERIAL
B.SOLID CORE WOOD COMPLYING WITH THE FOLLOWING:
-STILES AND RAILS MINIMUM 1-3/8 INCHES THICK
-RAISED PANELS MINIMUM 1-1/4 INCHES THICK
EXCEPTION: EXTERIOR PERIMETER OF RAISED PANEL MAY TAPER TO
A TONGUE MINIMUM 3/8 INCHES THICK
C.MINIMUM 20-MIN FIRE RATED WHEN TESTED PER NFPA 252
D.MEET PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-1
WALL LEGEND
EXTERIOR WALL
2X4 WALL STUDS @ 16" O.C | SIDING EXTERIOR
1/2" GWB INTERIOR
EXISTING WALL
2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR
8
A3.0
1,9
A3.0
INTERIOR WALL
2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR
PLUMBING WALL
2X WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 4
A3.1
8
A3.0
1 HR RATED EXTERIOR WALL
W/ 5/8" TYPE X GWB ON INTERIOR SIDE. EXTERIOR FINISH PER
ELEVATION | UL 309
4,12
A3.0
QUANTITY SIZE DESCRIPTION REMARKS
A 1 3'0"X6'8" EXT SOLID WOOD DOOR. 1 3/4" THICK. PAINT
GRADE IN-SWING OR EQUAL EXISTING
B 1 8'0"X6'8" EXT
2 PANE. ALLUM-CLAD FRAME. DUAL
GLAZING/ LOW E. ARGON FILLED.
U=0.29 : SHGC =0.21
OWNER'S CHOICE
C 1 6'0"X6'8" EXT
2 PANE. ALLUM-CLAD FRAME. DUAL
GLAZING/ LOW E. ARGON FILLED.
U=0.29 : SHGC =0.21
OWNER'S CHOICE
D 1 2'4"X6'8" EXT SOLID WOOD DOOR. 1 3/4" THICK. PAINT
GRADE IN-SWING OR EQUAL OWNER'S CHOICE
E 1 3'0"X6'8" INT SOLID WOOD DOOR. 1 3/4" THICK. PAINT
GRADE IN-SWING OR EQUAL OWNER'S CHOICE
F 4 2'8"X6'8" INT HOLLOW CORE WOOD DOOR. 1 3/4" THICK.
PAINT GRADE OR EQUAL EXISTING
G 2 2'6"X6'8" INT CABINET GRADE DOORS. PAINT GRADE OR
EQUAL OWNER'S CHOICE
H 3 2'8"X6'8" INT HOLLOW CORE WOOD DOOR. 1 3/4" THICK.
PAINT GRADE OR EQUAL OWNER'S CHOICE
#
DOOR SCHEDULE *#DENOTES EXISTING
RELOCATED GAS WATER HEATER / CLOSET
RELOCATED 200 A ELECTRIC PANEL
1
2
OUTDOOR RATED CONDENSER UNIT PROVIDE 4" CONCRETE PAD OR
PREFAB PAD. INSTALL LEVELED. PROVIDE CLEARANCE PER
MANUFACTURE'S RECOMMENDATION.
3
4
5
6 WASHER & DRYER
COOKTOP/RANGE. IF OVER 400 CFM, MAKE UP AIR REQUIRED.
KEY NOTES
7
12
DISHWASHER
EXISTING GAS METER PER CITY STDS
DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL
NOT EXCEED 48” ABOVE EXTERIOR FLOOR OR LANDING
ALEAST ONE BATHROOM AND ONE BEDROOM ON THE ENTRY LEVEL SHALL
PROVIDE A DOORWAY WITH A NET CLEAR OPENING OF NOT LESS THAN 32”,
MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES
FROM THE CLOSED POSITION; OR, IN THE CASE OF A 2- OR 3-STORY SINGLE
FAMILY DWELLING, ON THE 2ND OR 3RD FLOOR OF THE DWELLING IF A
BATHROOM OR BEDROOM IS NOT LOCATED ON THE ENTRY LEVEL.
DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED
48” ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF
THE DOORBELL BUTTON ASSEMBLY. WHERE DOORBELL BUTTONS
INTEGRATED WITH OTHER FEATURES ARE REQUIRED TO BE INSTALLED
ABOVE 48” MEASURED FROM THE EXTERIOR FLOOR OR LANDING, A
STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO BE PROVIDED AT
A HEIGHT NOT EXCEEDING 48” ABOVE EXTERIOR FLOOR OR LANDING,
MEASURED FROM THE TOP OF THE DOORBELL BUTTON OR CONTROL.
8
9
10
REFRIGERATOR
TOILETRY CLOSET11
48" LOW HT SHOWER WALL
1 *
*WINDOW SCHEDULE
#
#DENOTES EXISTING
QUANTITY SIZE WxH DESCRIPTION REMARKS
1 3 36"X48"
SH
VINYL-CLAD FRAME. DUAL GLAZING/ LOW E.
ARGON FILLED. U=0.29 : SHGC =0.21 OWNER'S CHOICE
2 1 84"X48"
SLD
VINYL-CLAD FRAME. DUAL GLAZING/ LOW E.
ARGON FILLED. U=0.29 : SHGC =0.21 OWNER'S CHOICE
3 3 42"X48"
SH
VINYL-CLAD FRAME. DUAL GLAZING/ LOW E.
ARGON FILLED. U=0.29 : SHGC =0.21 OWNER'S CHOICE
4 3 36"X48"
SH
VINYL-CLAD FRAME. DUAL GLAZING/ LOW E.
ARGON FILLED. U=0.29 : SHGC =0.21 OWNER'S CHOICE
5 1 48"X36"
SLD
VINYL-CLAD FRAME. DUAL GLAZING/ LOW E.
ARGON FILLED. U=0.29 : SHGC =0.21
TEMP/OWNER'S
CHOICE
1
A3.2
MAX + 7 3/4''
MIN +1 1/2"
DOOR
THRESHOLD
1
A3.2
MAX + 7 3/4''
MIN +1 1/2"
DOOR
THRESHOLD
1
A3.0
TYPICAL
EXTERIOR
WALL
8
A3.0
TYPICAL
INTERIOR
WALL
8
A3.0
TYPICAL
INTERIOR
WALL
1,9
A3.0
TYPICAL
EXTERIOR
WALL
5
8 321
7
12
1
A3.2
MAX + 1/2''
DOOR
THRESHOLD
1
A3.2
MAX + 1/2''
DOOR
THRESHOLD
1 *1 *
1 *
15
"
CL
R
15
"
CL
R
15
"
CL
R
15
"
CL
R
24"
CLR
11
4
6
24"
CLR
BATHROOM
LIVING ROOM
KITCHEN
DINING
AREA
BEDROOM
BEDROOM
BEDROOM
OPEN DECK
OPEN DECK
12
'
CL
R
6'
CL
R
2 *
3 *
3 *
3
5
4
4
4
B
*
C
D
E
HG
F *
F *
F *
F *
G *
H
H42"
CLR
34
"
CL
R
2'
-
8
"
CL
R
T
Y
P
.
2'-8"
CLR TYP.
2'
-
8
"
CL
R
T
Y
P
.
2'-8"
CLR TYP.
2'-8"
CLR TYP.
TEMP
EMERGENCY EGRESS WINDOW
-EMERGENCY ESCAPE TO PUBLIC WAY (YARD OR COURT)
-5.7 SQ. FT. OPENING MINIMUM (R310.2.1)
-WINDOW OPENING 20 IN. MINIMUM WIDTH & 24 IN. MINIMUM HEIGHT (R310.4)
-HEIGHT AND WIDTH RATIO REQUIREMENTS (IN INCHES) TO TOTAL 5.7
-EXCEPTION: GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING AREA
OF NOT LESS THAN 5 SQUARE FEET (O.465M2) (SILL HEIGHT LESS 44” TO GRADE)
9
10
OVERHEAD CABINETRY ( OWNER TO COORDINATE WITH GC)
13 UNDER-FLOOR ACCESS. FLOOR ACCESS MIN. 18X24.
1
13
1
1'
-
4
"
3'
-
6
"
12
'
-
0
"
3'
-
6
"
4'
-
1
0
"
3'
-
6
"
1'
-
4
"
3'
-
1
1
"
4'
-
0
"
7'
-
1
"
12
'
-
0
"
45
'
-
0
"
3'
-
0
"
6"
3'
-
0
"
2'
-
4
"
3'
-
0
"
8"
6'
-
0
"
18
'
-
6
"
3'-2"8'-0"5'-10"3'-0"5'-6"
9'-9"
46'-7"
11'-4"
2'
-
8
"
3'
-
0
"
4"
2"2'-4"4"8'-6"
1'-5 1/2"6'-0"2'-3 1/2"
13'-0"
3'
-
4
"
7'
-
4
"
6'
-
6
"
2'
-
6
"
5'
-
0
"
5'
-
4
"
14
'
-
4
"
8'-0"
4'-5"2'-6"
3'-0"
3'
-
4
"
5'
-
0
"
1'-10"3'-6"2'-6"
1'-8"
5'-0"
14'-11"
3'-3"
1'-3"
13'-8"
1'-3"1'-3"
3"
3'
-
1
1
/
2
"
5'
-
3
"
4'
-
0
"
7'
-
4
"
4'-7 1/2"20'-10 1/2"
8'-6"
2'
-
0
"
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LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
1310 N
HAR
BOR
BLV
D.
SA
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CA 92703
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bao@bpd
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1
ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
10
2
5
W
C
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R
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T
O
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A
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C
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9
2
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2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
DIMENSION
PLAN
A1.1
WALL LEGEND
EXTERIOR WALL
2X4 WALL STUDS @ 16" O.C | SIDING EXTERIOR
1/2" GWB INTERIOR
EXISTING WALL
2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR
8
A3.0
1,9
A3.0
INTERIOR WALL
2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR
PLUMBING WALL
2X WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 4
A3.1
8
A3.0
1 HR RATED EXTERIOR WALL
W/ 5/8" TYPE X GWB ON INTERIOR SIDE. EXTERIOR FINISH PER
ELEVATION | UL 309
4,12
A3.0
SCALE:10 DIMENSION PLAN
1/4" = 1'-0"
BATHROOM
LAUNDRY
BATHROOM
LIVING ROOM
KITCHEN
DINING
AREA
BEDROOM
BEDROOM
BEDROOM
OPEN DECK
OPEN DECK
22
0
V
DI
S
C
O
N
N
E
C
T
BO
X
12
0
V
20
A
M
P
22
0
V
50
A
M
P
12
0
V
20
A
M
P
12
0
V
20
A
M
P
AC
F
I
/
G
F
I
C
AC
F
I
5'
A
F
F
HI
G
H
E
.
OS
ACFI/
GFIC
HB
GF
-
W
R
SD
DIM
HI
G
H
E
.
GA
S
SD
CM
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HI
G
H
E
.
HIGH E.
HIGH E.
HIGH E.
TEL
ACFI/
GFIC
ACFI/
GFIC
ACFI/
GFIC
ACFI/
GFIC
AC
F
I
/
GF
I
C
GF
-
W
R
GF
-
W
R
AC
F
I
/
GF
I
C
ACFI/
GFIC
ACFI/
GFIC
ACFI/
GFIC
GF
C
I
GF
C
I
GF
C
I
12
0
V
20
A
M
P
AC
F
I
/
G
F
I
C
AC
F
I
5'
A
F
F
DIM
DIM
DIM
DIM
DIM
DIM
DI
M
DI
M
DI
M
DIM
OSOSOS
OS
AC
F
I
/
GF
I
C
SD
SD
2'
-
0
"
WHOLE HOUSE VENTILATION (ASHRAE 62.2)
VENTILATION RATE (CFM) = CFA/100 + 7.5 X (#'S OF BEDROOM +1)
ADU CONVERSION: 44.86 = 1486/100 + 7.5 X ( 3 BEDROOMS + 1)
44.86 < 45 CFM (REQUIRED)
THE SWITCH MUST BE LABELED TO
INFORM THE OCCUPANT THAT THE
EXHAUST FAN IS THE WHOLE-BUILDING
VENTILATION EXHAUST FAN AND IS
INTENDED TO OPERATE CONTINUOUSLY.
LABEL:
“VENTILATION CONTROL”
“FAN IS TO BE LEFT ON TO ENSURE
INDOOR AIR QUALITY.”
BRAND: PANASONIC WHISPERGREEN OR
EQUAL
MODEL: FV-0511VK2 / 50 CFM ALUMINUM
26 GAUGE ZINC-ALUMINUM-MAGNESIUM
(ZAM) HOUSING DESIGN AND DUAL
ACCESS JUNCTION BOX | POWER
RATING OF 120 VOLTS & 60 HZ
BUILT-IN SPEED SELECTOR
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LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
1310
N H
AR
B
OR
B
LVD
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SA
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A C
A
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1
ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
10
2
5
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2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
2024.11.18 CYCLE 2 SUBMITTAL
UTILITY PLAN
ELECT / MECH LEGEND
SD
CMD
SURFACE MOUNTED FIXTURE
DESIGNATED HIGH EFFICIENCY
110 V. OUTLET TYP.
DESIGNATES ARC FAULT
CIRCUIT INTERRUPTER
DESIGNATED GROUND
FAULT INTERRUPTER
DESIGNATES WATER RESISTANT
1/2 HOT
CABLE
CAT-5 (COMPUTER LINE)
TELEPHONE SWITCH
SWITCH
DESIGNATES DIMMER SWITCH
3 WAY SWITCH
OCCUPANT SENSOR SWITCH
SHALL BE SET TO MANUAL-ON
SMOKE DETECTOR INTERCONNECTED
( PHOTOELECTRIC) HARD
WIRED W/ BATTERY BACK-UP - UL 217
CARBON MONOXIDE DETECTOR
INTERCONNECTED HARD WIRED W/ BATTERY
BACK-UP - UL 2034/2075
BATHROOM LIGHT AND EXHAUST FAN SHALL BE
SWITCHED SEPARATELY EXHAUST FAN SHALL BE
MECHANICALLY VENTILATED FOR PURPOSE OF
HUMIDITY CONTROL. HUMIDITY CONTROLS SHALL
BE CAPABLE OF ADJUSTMENT BETWEEN A
RELATIVE HUMIDITY RANGE OF ≤ 50 PERCENT TO A
MAXIMUM OF 80 PERCENT. - MIN 50 CFM / 4 AIR
CHANGES PER HOUR MIN.
ARC
GFIC
TWP
D
3
OS
EXHAUST FAN W/ 50 CFM
INTERMITTENT OR 20 CFM
CONTINUOUS
HOSE BIB
GAS OUTLET
JUNCTION BOX
SPEAKER PLACEMENTS
DORMER VENTS
ELECTRIC METER
& INVERTER
WHOLE HOUSE
VENTILATION
FAN
CEILING HUNG FIXTURE
1X4 LED CEILING
MOUNTED
CEILING FAN -
OWNER'S CHOICE
CEILING REGISTER
HB
J
P
1
MEP GENERAL NOTES
1.SHOWERS AND SHOWER-TUBS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE
BALANCE/THERMOSTATIC MIXING VALVE TYPE THAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. [§408.3 CPC]ÐROVIDE ARC-FAULT CIRCUIT INTERRUPTER
PROTECTION FOR ALL OUTLETS - FOR THE ENTIRE DWELLING UNIT. [§210.12 CEC]
1.ALL 125-VOLT, 15-AMP, AND 20-AMP RECEPTACLES IN ALL AREAS SPECIFIED IN 406.12 CEC SHALL BE LISTED AS TAMPER-RESISTANT RECEPTACLES. [§406.12 CEC]
2.BATHROOMS, GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS SHALL HAVE AT LEAST ONE LUMINAIRE CONTROLLED BY AN OCCUPANT OR VACANCY SENSOR. IF
OCCUPANT SENSOR IS INSTALLED, IT SHALL BE SET TO MANUAL-ON. [§150.0(K)(2)(J) CENC]
3.OUTDOOR LIGHTING ATTACHED TO BUILDINGS MUST BE CONTROLLED BY A MOTION SENSOR WITH PHOTO CONTROL. [§150.0(K)(3) CENC]
4.RESTROOMS TO BE EXHAUST VIA NUTONE EXHAUST FANS
PROVIDE SEPARATE SWITCH FOR CEILING MOUNTED BATHROOM EXHAUST FAN, WEATHERCAP ON TERMINATION ABOVE ROOF. MAINTAIN 10' FROM ANY FRESH AIR
INTAKE AND 3' AWAY FROM ANY OPERABLE WINDOW - SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION \
5.ALL NEW CONSTRUCTION, INTERIOR OR EXTERIOR ALTERATIONS, REPAIRS, OR ADDITIONS REQUIRING A PERMIT AND HAVING A VALUATION IN EXCESS OF $1,000, OR
WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED, THE ENTIRE DWELLING SHALL BE PROVIDED WITH SMOKE DETECTORS LOCATED AS REQUIRED FOR A
NEW DWELLING.(CRC R314.3) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:
- IN EACH SLEEPING ROOM.
- OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.
- ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN
DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE
UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL.
WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH
A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.
7.ALL NEW CONSTRUCTION, INTERIOR OR EXTERIOR ALTERATIONS, REPAIRS, OR ADDITIONS REQUIRING A PERMIT AND HAVING A VALUATION IN EXCESS OF $1,000,, AN
APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND
IN DWELLING UNITS THAT HAVE ATTACHED GARAGES SHALL BE PROVIDED WITH CARBON MONOXIDE ALARMS (CRC R315)
- CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED. CARBON
MONOXIDE ALARMS REQUIRED BY SECTIONS R315.1 AND R315.2 SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:
- OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S).
- ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.
- WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT THE ALARM SHALL BE
INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.
8.WHOLE HOUSE VENTILATION CFM TO BE VERIFIED BY HERS RATERS
9.VENTILATION HEATING AND AIR CONDITIONING SYSTEMS SHALL HAVE MERV 6 FILTERS OR BETTER.
10.A MINIMUM OF (1) 20-AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM.”
(210-11(C)3)
11.PROVIDE A MINIMUM OF 1 – 20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS.” (210.11(C)(2))
12.PROVIDE A MINIMUM OF 2 – 20 AMP SMALL APPLIANCE CIRCUITS FOR THE KITCHEN COUNTER TOPS. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE
BALANCED.” (210-52(B)(2))
13.ALL 125-VOLT THROUGH 250-VOLT RECEPTACLES SHALL BE GFI PROTECTED AT REQUIRED LOCATIONS."
14.ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE PROVIDED WITH A SURGE-PROTECTION DEVICE (SPD) AS AN INTEGRAL PART OF THE SERVICE EQUIPMENT, OR
IMMEDIATELY ADJACENT THERETO. SPECIFICALLY INCLUDES SERVICE EQUIPMENT REPLACEMENTS AND UPGRADES. CEC 230.67
200A ELECTRIC PANEL PROVIDE MINIMUM 20 FEET
UFER GROUND FOR NEW METER. MINIMUM 1/4"
REBAR WITH #4 AWG WIRE.
MIN. BUSHBAR RATING 225 AMPS
RESERVED SUBPANEL TO BE SUPPLIED BY
FUTURE ESS SHALL BE INSTALLED
A DEDICATED RACEWAY FROM THE MAIN SERVICE
TO RESERVED SUBPANEL SHALL BE INSTALLED.
THE TRADE SIZE OF THE RACEWAY SHALL BE NOT
LESS THAN 1"
A MIN. 4 BRANCH CIRCUITS SHALL BE IDENTIFIED
AND HAVE THEIR SOURCE OF SUPPLY
COLLOCATED AT THE RESERVED SUBPANEL AND
THE MAIN ELECT PANEL. AT LEAST ONE CIRCUIT
EACH OF THE IDENTIFIED CIRCUITS SHALL
SUPPLY: THE REFRIGERATOR, LIGHTING NEAR
PRIMARY EGRESS AND A SLEEPING ROOM
RECEPTACLE OUTLET
HOSE BIBS SHALL BE FITTED WITH A
NON-REMOVABLE BACK-FLOW DEVICE.
603.5.7 CPC - TYP
1
OUTDOOR CONDENSER SYSTEM UNIT PER T24.
PROVIDE 4" CONCRETE PAD OR PREFAB PAD.
INSTALL LEVELED. PROVIDE CLEARANCE PER
MANUFACTURE'S RECOMMENDATION. LOCATE MIN 2'
AWAY FROM OPENABLE WINDOWS. FULL SIZE
REFRIGERANT PIPES DN AND OFFSET IN GROUND
LEVEL CEILING SPACE. RUN TIGHT TO STRUCTURE
AND ROUTE TO FAN COIL SIZE. REFRIGERANT PIPES
PER MANUFACTURE;S RECOMMENDATION.
INDOOR HEAT & COOL WALL UNIT
MECHANICAL
2
ELECTRICAL
1
UNDERCOUNTER DISPOSAL
PLUMBING
1
2
HIGH EFFICICANCY EXTERIOR LIGHT.
COMBINATION MOTION SENSOR/ PHOTO SENSOR
2
3
4" CLOTHES DRYER MOISTURE EXHAUST DUCT.
CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED
A TOTAL COMBINED HORIZONTAL AND VERTICAL
LENGTH OF 14FT INCLUDING 90DEGREE ELBOWS.
TWO FEET SHALL BE DEDUCTED FOR EACH 90
DEGREE ELBOW IN EXCESS OF TWO. CLOTHES
DRYER EXHAUST DUCTS SHALL BE OF METAL AND
SHALL HAVE SMOOTH INTERIOR SURFACES WITH NO
SCREWS OR OTHER FASTENERS THAT WILL
OBSTRUCT FLOW. CMC 2022 SECTION 504.4.2.
4
OUTLET TO BE 5' A.F.F. MIN.3
220-VOLT DISCONNECT BOX FOR AC
COMPRESSOR UNIT
4
5 240-VOLT, SINGLE-PHASE, 30 AMP RECEPTACLE
OUTLET SERVICING THE SPLIT SYSTEM UNIT. THE
RECEPTACLE OUTLET SHALL BE LOCATED WITHIN
THE SAME LEVEL AND WITHIN 25 FEET FROM THE
UNIT. 210.63 CEC
HOOD VENT THROUGH ROOM - 130 CM MIN. FOR
ELECTRIC STOVE & 280 CFM MIN FOR NATURAL GAS.
INSTALL PER MANU. SPECS
7" Ø ALUM. KITCHEN EXHAUST DUCT INSTALL W/ 2"
CLEARANCE FROM ANY INSULATION. 8"X4" KITCHEN
EA. LOUVER, COMPLETE W/ BACKDRAFT DAMPER AND
1
2" SCREEN ,ESH L. LOCATED MIN. 3'-0" FROM ANY
WINDOW
OVER RANGE EXHAUST SHALL COMPLY WITH ASHRAE
62.2(C) AND CMC SECTION 504
5
30X30 MIN. ATTIC ACCESS7
IAQ FAN ( PER T24) /
VENTILATION W/ 24"X24" GRILLE8
OUTSIDE WEATHERPROOF, GFI 120 VOLT
RECEPTACLE
6
ELECTRIC CAPACITY FOR DRYER 240V /
30AMP W/ 3' OF FIXTURE MAIN ELECT
SERVICE PANEL SHALL HAVE A RESERVED
SPACE TO ALLOW FOR THE INSTALLATION
OF A DOUBLE POLE CIRCUIT BREAKER FOR
A FUTURE ELECT DRYER BLANK COVER TO
BE ID AS "240V READY"
7
ELECTRIC CAPACITY FOR COOKTOP 240V /
50AMP W/ 3' OF FIXTURE MAIN ELECT
SERVICE PANEL SHALL HAVE A RESERVED
SPACE TO ALLOW FOR THE INSTALLATION
OF A DOUBLE POLE CIRCUIT BREAKER FOR
A FUTURE ELECT COOKTOP BLANK COVER
TO BE ID AS "240V READY"
8
3
GAS HOOK UP FOR APPLIANCES
9
EXISTING WATER HEATER
RHEEM PERFORMANCE 29 GAL. TALL 6-YEAR 30,000
BTU ULTRA LOW NOX (ULN) NATURAL GAS TANK
WATER HEATER
“THE GAS PIPING SERVING THIS APPLIANCE MUST BE
SIZED IN COMPLIANCE WITH THE WATER HEATER’S
LISTED INSTALLATION INSTRUCTIONS AND THE 2022
CALIFORNIA PLUMBING CODE.” [§R504.3.1 CRC].
A CONDENSATE DRAIN THAT IS NO MORE THAN 2
INCHES HIGHER THAN THE BASE OF THE INSTALLED
WATER HEATER, AND ALLOWS NATURAL DRAINING
WITHOUT PUMP ASSISTANCE
30"X30"X7' CLEAR AREA FOR WATER HEATER
KEY NOTES
4
EXISTING GAS METER PER CITY STD
N/A
ELECTRICAL
10 UNDER CABINET OUTLET FOR MICROWAVE
8
A3.2
WATER
HEATER
STRAPPIING
EXISTING WATER HEATER
PERFORMANCE 29 GAL. TALL 6 YEAR 30,000 BTU ULTRA LOW NOX (ULN)
NATURAL GAS TANK WATER HEATER
MODEL #: XG29T06EN30U1
SCALE:10 UTILITY PLAN
1/4" = 1'-0"
2
5
2
4
4
1
6
9
14
BATHROOM
LAUNDRY
BATHROOM
LIVING ROOM
KITCHEN
DINING
AREA
BEDROOM
BEDROOM
BEDROOM
OPEN DECK
OPEN DECK
1
45
3
10
22
2
22
66
4
8
3
3
8
7
4
4
3
3
NOTE:
A MINIMUM OF 2-20 AMP SMALL
APPLIANCE BRANCH CIRCUITS SHALL BE
PROVIDED FOR ALL RECEPTACLE
OUTLETS IN THE KITCHEN, DINING ROOM,
PANTRY, OR OTHER SIMILAR AREAS.
A1.2
1
1
T.O RAISED FLOOR
0'-0" AFF / 1'-2" AG
GRADE
B.O HEADER
7'-0" AFF
1'
-
2
"
T.O ROOF
11'-7" AFF / 12'-9" AG
12
'
-
0
"
T.O ROOF
10'-10" AFF / 12'-0" AG
12
'
-
9
"
B.O CEILING
8'-0" AFF
T.O RAISED FLOOR
0'-0" AFF / 1'-2" AG
GRADE
B.O CEILING
8'-0" AFF
T.O ROOF
10'-1" AFF / 11'-3" AG
B.O HEADER
7'-0" AFF
T.O ROOF
11'-7" AFF / 12'-9" AG
1'
-
2
"
11
'
-
3
"
12
'
-
9
"
T.O RAISED FLOOR
0'-0" AFF / 1'-2" AG
GRADE
B.O CEILING
8'-0" AFF
T.O ROOF
10'-10" AFF / 12'-0" AG
B.O HEADER
7'-0" AFF
1'
-
2
"
T.O ROOF
11'-7" AFF / 12'-9" AG
12
'
-
0
"
12
'
-
9
"
T.O ROOF
10'-1" AFF / 11'-3" AG
T.O RAISED FLOOR
0'-0" AFF / 1'-2" AG
GRADE
B.O CEILING
8'-0" AFF
T.O ROOF
10'-10" AFF / 12'-0" AG
B.O HEADER
7'-0" AFF
1'
-
2
"
T.O ROOF
12'-8" AFF / 13'-10" AG
12
'
-
5
"
T.O ROOF
10'-1" AFF / 11'-3" AG T.O ROOF
11'-2" AFF / 12'-4" AG
13
'
-
1
1
"
12
'
-
0
"
B
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F
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LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
1310 N
HAR
BOR
BLV
D.
SA
NTA A
NA
CA 92703
|
bao@bpd
o-ar
chit
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4
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ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
10
2
5
W
C
A
R
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N
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A
A
N
A
,
C
A
9
2
7
0
7
2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
EXISTING
ELEVATIONS
A2.0
14
A2.0/A2.1
15
A2.2
11
A2.0/A2.1
13
A2.0/A2.1
12
A2.0/A2.1
16
A2.2
ROOF SPECIFICATION:
1.ROOF: CLASS 'A' FIRE RATING -
ROOF MATERIAL: SHINGLE CLASS "A" MIN
OWENS CORING ROOFING
ASPHALT - CRRC: 0890-0014
ESR 2664 W/ 2 LAYERS OF
UNDERLAYMENT
UNDERLAYMENT: ASTM D 226,
TYPE I OR ASTM D 4869 TYPE I
PER 2022 CBC CHAPT. 15 OR
2022 CRC R902.1
KEY NOTES FOR ELEVATION
A
E
B
C
D
F
G
H
WINDOW - GLASS PANEL
FRONT DOOR
WINDOW TRIM
2X PAINTED FASCIA
EXTERIOR SIDING SYSTEM
ASPHALT SINGLE ROOFING
UTILITY CLOSET DOOR
SCALE:11 (E) HOUSE SOUTH ELEVATION
1/4" = 1'-0"
SCALE:13 (E) HOUSE NORTH ELEVATION
1/4" = 1'-0"
SCALE:12 (E) HOUSE WEST ELEVATION
1/4" = 1'-0"
SCALE:14 (E) HOUSE EAST ELEVATION
1/4" = 1'-0"
EXISTING
1
5
2
3
4
6
7
CARRIAGE LIGHT - OWNER'S CHOICE
8
9
WINDOW - GLASS PANEL
GLASS PATIO DOORS - NEW TO MATCH EXISTING
WINDOW TRIM - NEW TO MATCH EXISTING
2X PAINTED FASCIA TO MATCH EXISTING RESIDENCE
SIDING TO MATCH EXISTING COLOR
ROOFING TO MATCH EXISTING RESIDENCE
UTILITY CLOSET DOOR - NEW TO MATCH EXISTING
4'' MIN. ADDRESS
PROPOSED
GLASS PATIO DOORS
10 GABLE ROOF
A
A
A
A
B
C
B
C
B
C
B
F
C
B
D
D
D
D D
E
E
E
E
I
I
I GARAGE DOOR
C
D
E
D
E
D
E E
D
E
D
E
T.O RAISED FLOOR
0'-0" AFF / 1'-2" AG
GRADE
B.O CEILING
8'-0" AFF
T.O ROOF
10'-10" AFF / 12'-0" AG
B.O HEADER
7'-0" AFF
1'
-
2
"
T.O ROOF
12'-8" AFF / 13'-10" AG
12
'
-
5
"
T.O ROOF
10'-1" AFF / 11'-3" AG T.O ROOF
11'-2" AFF / 12'-4" AG
13
'
-
1
1
"
12
'
-
0
"
T.O RAISED FLOOR
0'-0" AFF / 1'-2" AG
GRADE
B.O CEILING
8'-0" AFF
T.O ROOF
11'-11" AFF / 13'-1" AG
B.O HEADER
7'-0" AFF
1'
-
2
"
13
'
-
1
"
13
'
-
1
1
"
T.O ROOF
10'-1" AFF / 11'-3" AG
T.O ROOF
12'-8" AFF / 13'-10" AG
T.O RAISED FLOOR
0'-0" AFF / 1'-2" AG
GRADE
B.O CEILING
8'-0" AFF
T.O ROOF
10'-1" AFF / 11'-3" AG
B.O HEADER
7'-0" AFF
T.O ROOF
11'-7" AFF / 12'-9" AG
1'
-
2
"
11
'
-
3
"
12
'
-
9
"
T.O RAISED FLOOR
0'-0" AFF / 1'-2" AG
GRADE
B.O HEADER
7'-0" AFF
1'
-
2
"
T.O ROOF
12'-8" AFF / 13'-10" AG
12
'
-
9
"
T.O ROOF
11'-7" AFF / 12'-9" AG
13
'
-
1
1
"
B.O CEILING
8'-0" AFF
T.O ROOF
10'-10" AFF / 12'-0" AG
4'
-
0
"
MI
N
2'-6"
CLEAR
B
A
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LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
1310
N H
AR
B
OR
B
LVD
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SA
N
TA A
N
A C
A
9
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1
2
ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
10
2
5
W
C
A
R
L
T
O
N
P
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SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
2024.11.18 CYCLE 2 SUBMITTAL
2024.12.11 CYCLE 3 SUBMITTAL
NEW
ELEVATIONS
A2.1
SCALE:11 HOUSE SOUTH ELEVATION (UNCHANGED)
1/4" = 1'-0"
SCALE:13 (N) HOUSE NORTH ELEVATION
1/4" = 1'-0"
SCALE:12 (N) HOUSE WEST ELEVATION
1/4" = 1'-0"
SCALE:14 (N) HOUSE EAST ELEVATION
1/4" = 1'-0"
A
A
1
2
3
B
B
C
F
8
14
A2.0/A2.1
15
A2.2
11
A2.0/A2.1
13
A2.0/A2.1
12
A2.0/A2.1
16
A2.2
ROOF SPECIFICATION:
1.ROOF: CLASS 'A' FIRE RATING -
ROOF MATERIAL: SHINGLE CLASS "A" MIN
CERTAINTEED ARCH. GRADE
SHINGLES - ICC-ES ESR-3537
W/ 2 LAYERS OF UNDERLAYMENT
UNDERLAYMENT: ASTM D 226,
TYPE I OR ASTM D 4869 TYPE I
PER 2022 CBC CHAPT. 15 OR
2022 CRC R902.1
KEY NOTES FOR ELEVATION
A
E
B
C
D
F
G
H
WINDOW - GLASS PANEL
FRONT DOOR
WINDOW TRIM
2X PAINTED FASCIA
ASPHALT SINGLE ROOFING
UTILITY CLOSET DOOR
EXISTING
1
5
2
3
4
6
7
CARRIAGE LIGHT - OWNER'S CHOICE
8
9
WINDOW - GLASS PANEL
GLASS PATIO DOORS - NEW TO MATCH EXISTING
WINDOW TRIM - NEW TO MATCH EXISTING
2X PAINTED FASCIA TO MATCH EXISTING RESIDENCE
ROOFING TO MATCH EXISTING RESIDENCE
UTILITY CLOSET DOOR - NEW TO MATCH EXISTING
4'' MIN. ADDRESS
PROPOSED
GLASS PATIO DOORS
10 GABLE ROOF
I GARAGE DOOR
5
6
3
5
6
A
B
C
D D
E
I
D
E E
A
C
2
8
1
2 D
E
D
E
D
E
C
1
2
3
5
6
5
6
ELECT
PANEL
EXTERIOR SIDING SYSTEM
SIDING TO MATCH EXISTING COLOR
UNDERFLOOR VENT CALCULATIONS:
UNDERFLOOR EXTERIOR PERIMETER =
30'-0"+1'-3"+15'-0"+25'-6"+6'-0"+9'-9"+6'-0"+2'-10"+
3'-0"+8'-6"+19'-6"+11'-4"+6'-0"+22'-10"+4'-0"+13'-8"
UNDERFLOOR EXTERIOR PERIMETER = 185'-2"
185-2" / 25 LINEAR FEET = 7.52 = 8
REQUIRED UNDERFLOOR VENTILATION = 8 X 1.5 SQ. FT.
REQUIRED UNDERFLOOR VENTILATION = 12 SQ. FT. OF FREE VENT AREA.
UNDERFLOOR VENTILATION CALCULATION
FOUNDATION VENT NFVA = 62 SQ. INCHES = 0.43 SQ. FT. EACH
NO. OF FOUNDATION VENT = 12 SQ. FT. / 0.43 SQ. FT.
NO. OF FOUNDATION VENT = 27.90 PCS. = 28 PCS.
UNDERFLOOR VENT NOTES:
BUILDINGS WITH RAISED FLOOR CONSTRUCTION. UNDERFLOOR VENTILATION
OPENINGS IN THE UNDERFLOOR AREA SHALL COMPLY WITH THE FOLLOWING
REQUIREMENTS:
1. THE TOP OF THE OPENING SHALL BE LOCATED NOT MORE THAN 12 INCHES
BELOW THE BOTTOM OF THE FLOOR JOIST.
2. THE OPENINGS SHALL BE DISTRIBUTED APPROXIMATELY EQUALLY AND LOCATED
TO PROVIDE CROSS VENTILATION, FOR EXAMPLE, BY LOCATING THE OPENING
ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES OF THE BUILDING.
3. THE OPENINGS SHALL BE THE LARGER OF: 1.5 SQUARE FEET FOR EACH 25
LINEAR FEET OR FRACTION OF EXTERIOR WALL; OR OPENINGS SHALL BE EQUAL
TO 1% OF UNDERFLOOR AREA.
4. THE OPENINGS MAY BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH
MESH OPENINGS OF GREATER THAN 1/4 INCH AND LESS THAN 2 INCH IN
DIMENSION.91.7104.3.2
7 7
VENT VENT VENT VENT
VENT
VENT VENT VENT VENT VENTVENTVENTVENTVENTVENT
VENT VENT VENT VENTVENT
VENT VENT
VENT VENT VENT
VENT VENT VENT
2
T.O RAISED FLOOR
0'-0" AFF / 1'-2" AG
GRADE
B.O CEILING
8'-0" AFF
B.O HEADER
7'-0" AFF
1'
-
2
"
T.O ROOF
12'-8" AFF / 13'-10" AG
11
'
-
3
"
T.O ROOF
10'-1" AFF / 11'-3" AG
13
'
-
1
1
"
T.O ROOF
11'-7" AFF / 12'-9" AG
8'
-
0
"
CL
E
A
R
NEW EXISTING
NEW
T.O RAISED FLOOR
0'-0" AFF / 1'-2" AG
GRADE
B.O HEADER
7'-0" AFF
T.O ROOF
12'-8" AFF / 13'-10" AG
11
'
-
3
"
T.O ROOF
10'-1" AFF / 11'-3" AG
13
'
-
1
1
"
1'
-
2
"
B.O CEILING
8'-0" AFF
8'
-
0
"
CL
E
A
R
EXISTING
B
A
O
P
H
A
M
D
E
S
I
G
N
O
F
F
I
C
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LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
1310 N
HAR
BOR
BLV
D.
SA
NTA A
NA
CA 92703
|
bao@bpd
o-ar
chit
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cts.co
m
| 714
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4
5
7.0436
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1
ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
10
2
5
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C
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A
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A
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9
2
7
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7
2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
PROPOSED
SECTIONS
A2.2
8
14
A2.0/A2.1
15
A2.2
11
A2.0/A2.1
13
A2.0/A2.1
12
A2.0/A2.1
16
A2.2
ROOF SPECIFICATION:
1.ROOF: CLASS 'A' FIRE RATING -
ROOF MATERIAL: SHINGLE CLASS "A" MIN
OWENS CORING ROOFING
ASPHALT - CRRC: 0890-0014
ESR 2664 W/ 2 LAYERS OF
UNDERLAYMENT
UNDERLAYMENT: ASTM D 226,
TYPE I OR ASTM D 4869 TYPE I
PER 2022 CBC CHAPT. 15 OR
2022 CRC R902.1
KEY NOTES FOR SECTION
WALL LEGEND
EXTERIOR WALL
2X4 WALL STUDS @ 16" O.C | SIDING EXTERIOR
1/2" GWB INTERIOR
EXISTING WALL
2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR
8
A3.0
1,9
A3.0
INTERIOR WALL
2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR
PLUMBING WALL
2X WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 4
A3.1
8
A3.0
1 HR RATED EXTERIOR WALL
W/ 5/8" TYPE X GWB ON INTERIOR SIDE. EXTERIOR FINISH PER
ELEVATION | UL 309
4,12
A3.0
TYP. ROOF:
CLASS 'A' FIRE RATING -
SHINGLE CLASS "A" MIN OWENS CORING ROOFING ASPHALT
CRRC: 0890-0014 | ESR 2664 W/ LAYERS OF UNDERLAYMENT
TYP.EXTERIOR WALL:
SIDING EXTERIOR (SEE ELEVATIONS) OVER PLYWOOD
SHEATHING PER STRUCT OVER WOOD STUDS PER STRUCT W/ 5/8" GWB
W/ R15 INSULATION T-24
TYP.INTERIOR WALL:
5/8" GWB OVER WOOD STUDS PER STRUCT
TYP.CEILING:
5/8" GWB AT UNDERSIDE OF FLOOR OR ROOF FRAMING PER STRUCT
R30 INSULATION PER T-24
CONVENTIONAL ROOF FRAMING PER STRUCT
ATTIC TO BE FINISHED NON HABITABLE R13
TYP.EXISTING FLOOR LEVEL:
CONCRETE SLAB PER STRUCTURAL | FLOOR COVERING BY OWNER
1
2
3
4
5
6
7
TYP.EXISTING ROOF:
LIGHT ROOF
SCALE:15 SECTION A-A
1/4" = 1'-0"
SCALE:16 SECTION B-B
1/4" = 1'-0"
10
A3.0
8
A3.0
TYP.EXISTING RAISED FLOOR:
FLOOR COVERING BY OWNER
8
8
8
6
5
5
4
6
4
3
2
2
2
1 1
1
9
A3.0
10
A3.0
9
A3.0
3
2
8 88
1
10
A3.0
8
A3.1
8
A3.1
CONCRETE SLAB ON
GRADE PER STRUCTURAL
P.T. 2X PLATE
2X STUDS PER
STRUCTURAL
INSULATION PER T24
5/8" TYPE "X" GYP. BOARD
CEILING JOIST PER
STRUCTURAL
GYP. BOARD AT GARAGE
FINISH FLOOR WHERE
OCCURS
HILTI "DN" POWER DRIVEN
PINS @ 16" O/C (ICBO #2388)
OR APPROVED EQUAL
(2) 2X TOP PLATES W/
16D @16" O/C STAGGERED
2X NAILERS AS NEEDED
(1) LAYER 5/8" GYP. BOARD
W/ 1-1/2" SCREWS @ 8" MAX.
AT LIVING SPACE
INSULATION PER T24
GARAGE
LIVING SPACE
FINISH FLOOR WHERE
OCCURS
(2) 2X TOP PLATES
W/ 16D @ 16" O/C
STAGGERED
2X NAILERS AS NEEDED
2X PLATE W/ 16D @ 16"
O/C STAGGERED
2X STUDS
PER STRUCTURAL
5/8" GYP. BOARD BOTH
SIDES W/ 1-1/2" SCREWS @
8" MAX
CEILING ASSEMBLY AND
INSULATION PER PLAN
5/8" TYPE "X" GYP. BOARD
ELECTRICAL OUTLET
5/8" TYPE "X" GYP. BOARD
UNINTERRUPTED 1 HR MEMBRANE
(2) SOLIDS 2XS VERTICAL
AT BROKEN MEMBRANE
ASSUMED PROPERTY LINE
5/8" TPYE "X" GYP. BOARD
SIDING PER ELEVATION
2X STUDS PER STRUCTURAL
PLYWOOD SHEATHING PER
STRUCTURAL
WALL ASSEMBLY: UL309
5/8" TYPE "X" GYP. BD.
FIBER GLASS BATT INSULATION
(NOT REQUIRE FOR FIRE OR
SOUND RATING)
5/8" TYPE "X" GYP. BD.
2X4 WOOD STUDS AT 16" O.C
NOTE: ONE LAYER 5/8" TYPE "X" GYP WALLBOARD OR GYP VENEER BASE APPLIED
PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2X4 WOOD STUDS 16" O.C WITH 1-1/4"
TYPE W/ DRYWALL SCREWS 12" O.C JOINTS STAGGERED 16" ON OPPOSITE SIDES
FIRE RATING: 1 HR
SOUND RATING: 35 TO 39 STC
ASSEMBLY:UL305
5/8" TYPE "X" GYP. BD.
5/8" TYPE "X" GYP. BD.
2X4 WOOD STUDS AT 16" O.C
5/8" TYPE "X" GYP. BD.
FIBER GLASS BATT INSULATION
(NOT REQUIRE FOR FIRE OR
SOUND RATING)
2X4 WOOD STUDS AT 16" O.C
PLYWOOD SHEATHING PER STRUCT
NOTE: ONE LAYER 5/8" TYPE "X" GYP WALLBOARD OR GYP VENEER BASE APPLIED
PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2X4 (MIN - PER STRUCTURAL) WOOD
STUDS 16" O.C WITH 1-1/4" TYPE W/ DRYWALL SCREWS 12" O.C JOINTS STAGGERED 16"
ON OPPOSITE SIDES.
LOAD BEARING.
FIRE RATING: 1 HR
SOUND RATING: 35 TO 39 STC
ASSEMBLY:UL309
7/8" STUCCO
5/8" GYP. BD.
THERMAL INSULATION
7/8" STUCCO
PLYWOOD SHEATHING
PER STRUCTURAL DRAWINGS
2X WOOD STUDS PER STRUCT
NOTE: SEE STRUCTURAL DRAWINGS FOR NAILING SCHEDULE PLYWOOD
INTERIOR
EXTERIOR
SEE EXTERIOR
ELEVATION
FOR SURFACE FINISH
METAL STUCCO SCREED
MIN 4" A.F.G.
8"
M
I
N
18
"
M
I
N
-
3
0
"
M
A
X
PRESSURE TREATED
SILL PLATE SEE
SEE STRUCTURAL
2X P.T MUD SILL
W/ ANCHOR BOLT
SEE STRUCTURAL
FLOOR JOIST
GYPSUM BOARD W/
SEMI-VAPOR PERMEABLE
(LATEX) PAINT
A MINIMUM OF ONE LAYER OF NO. 15
ASPHALT FELT, FREE FROM HOLES
AND BREAKS, COMPLYING WITH ASTM
D 226 FOR TYPE 1 FELT SHALL BE
APPLIED OVER STUDS OF ALL
EXTERIOR WALLS. SPECIFY THAT TWO
LAYERS OF GRADE D OR 60 MINUTE
GRADE D PAPER SHALL BE APPLIED
OVER ALL WOOD BASE SHEATHING.
(CRC R703.2)
MINIMUM 0.019” (NO. 26 GALVANIZED
SHEET GAGE) CORROSION-RESISTANT
OR PLASTIC WEEP SCREED LOCATED
BELOW FOUNDATION
PLATE LINE AND
4 INCHES ABOVE GRADE
ON ALL EXTERIOR STUD
WALLS OR 2-INCHES
ABOVE PAVED
AREAS. (CRC R703.6.2.1)
2X STUD WALL
STUCCO
18" MIN
U.N.O
2X FASCIA
5/8" TYPE "X" U.N.O
WHERE 1HR RATED
EAVE OCCURS
WATER PROTECTION
MEMBRANE ( ICE DAM
PROTECTION WHERE
REQ'D)
ROOF SHEATHING
ROOFING MATERIAL
ROOFING RAFTER PER
STRUCTURAL PLAN
2X DOUBLE TOP PLATE
SHEAR WALL WHERE
OCCURS ON PLAN
METAL DRIP EDGE
GYPSUM BOARD W/
SEMI-VAPOR PERMEABLE
(LATEX) PAINT
INSULATION AS
NOTED PER PLAN
INSULATION AS
NOTED PER PLAN
1.1-HOUR WALL REQ'D
WHERE < 5'-0" TO ⅊
2.NO OPENINGS ALLOWED IF
< 3'-0" TO ⅊
3.BETWEEN 3'-0" AND 5'-0"
WALL AREA CAN HAVE 25%
MAXIMUM OPENING
STUCCO
5/8" TYPE "X" ON BOTH
SIDE OF WALL WHERE
1HR RATED WALL IS
REQUIRED
5/8" TYPE "X" ON BOTH
SIDE OF WALL WHERE
1HR RATED WALL IS
REQUIRED
RADIANT BARRIER PER T24
EMITTANCE OF 0.05 OR LESS
1"
min
MIN. 1" CLEARANCE SHALL BE
PROVIDED BETWEEN ATTIC INSULATION
AND ROOF SHEATHING WHERE
EAVE OR CORNICE
VENTS ARE INSTALLED
BLOCKING BRIDGING & INSULATION
SHALL NOT BLOCK AIR FLOW
P.T 2X SILL PLATE
ASSUMED PROPERTY LINE
1 HR CONSTRUCTION PER
GA FILE NO. FC 5407 AT FLOOR/
CEILING BETWEEN GARAGE AND
LIVING AREA
2X STUD PER STRUCTURAL
INSULATION ON BOTH
BOTH SIDES PER T-24
5/8" TYPE "X" GYP. BOARD
BOTH SIDES OF EACH WALL
PLYWOOD SHEATHING PER
STRUCTURAL
(2) LAYERS 5/8" TYPE "X"
GYP. BOARD AT GARAGE
ONLY - SEE
INSULATION PER T-24
FRAMING PER STRUCTURAL
A MINIMUM OF ONE LAYER OF NO.
15 ASPHALT FELT, FREE FROM
HOLES AND BREAKS, COMPLYING
WITH ASTM D 226 FOR TYPE 1
FELT SHALL BE APPLIED OVER
STUDS OF ALL EXTERIOR WALLS.
SPECIFY THAT TWO LAYERS OF
GRADE D OR 60 MINUTE GRADE D
PAPER SHALL BE APPLIED OVER
ALL WOOD BASE SHEATHING.
(CRC R703.2)
WHERE OCCURS A
MINIMUM 0.019”
(NO. 26 GALVANIZED
SHEET GAGE)
CORROSION-RESISTANT
OR PLASTIC WEEP
SCREED LOCATED
BELOW FOUNDATION
PLATE LINE AND
4 INCHES ABOVE GRADE
ON ALL EXTERIOR STUD
WALLS OR 2-INCHES
ABOVE PAVED
AREAS. (CRC R703.6.2.1)
4"
M
I
N
.
8"
M
I
N
8"
M
I
N
A
W
D
18
"
M
I
N
-
3
0
"
M
A
X
2X P.T MUD SILL
W/ ANCHOR BOLT
SEE STRUCTURAL
FLOOR JOIST
CRAWL
SPACE
B
A
O
P
H
A
M
D
E
S
I
G
N
O
F
F
I
C
E
LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
1310 N
HAR
BOR
BLV
D.
SA
NTA A
NA
CA 92703
|
bao@bpd
o-ar
chit
e
cts.co
m
| 714
.
4
5
7.0436
SF
R
RE
M
O
D
E
L
/
A
D
D
I
T
I
O
N
1
ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
10
2
5
W
C
A
R
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T
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SA
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A
A
N
A
,
C
A
9
2
7
0
7
2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
WALL TYPE
A3.0SCALE:12
TYPICAL WALL SECTION
AT PROPERTY LINE WALL
1" = 1'-0"
SCALE:7 1 HR PARTITION & CEILING @ GARAGE
1" = 1'-0"
SCALE:8 TYPICAL NON-RATED INT. PARTITION
1" = 1'-0"
SCALE:9 TYPICAL NON-RATED EXT. WALL
1" = 1'-0"
R15 PER T24
INSULATION : R38
INSULATION : R38
INSULATION : R15
SCALE:4 TYPICAL PROPERTY LINE WALL PLAN
1" = 1'-0"
SCALE:6 TYPICAL 1 HR INT. PARTITION
1-1/2" = 1'-0"SCALE:3 TYPICAL NON-RATED INTERIOR PARTITION
1-1/2" = 1'-0"
SCALE:5 TYPICAL 1 HR PROPERTY LINE WALL
1-1/2" = 1'-0"
SCALE:1 TYPICAL NON-RATED EXTERIOR WALL
1-1/2" = 1'-0"
12
A3.0
SCALE:10 EAVE FRAMING / FIRE RATED U.N.O
1" = 1'-0"
9
A3.0
R38 PER T24
7
A3.0
INSULATION : R15
5/8" TYPE "X" GYP. BD.
(N) 5/8" TYPE "X" GYP. BD.
STUDS WALL PER PLAN
ELECTRICAL OUTLET OR
OTHER OPENING
DI
A
M
E
T
E
R
O
F
C
R
O
W
N
TO
B
E
D
I
A
M
E
T
E
R
O
F
WA
L
L
O
P
E
N
I
N
G
P
L
U
S
1
"
EA
C
H
S
I
D
E
5/8"
FIRE-RATED GYP.
BOARD/STUD WALL ASSEMBLY
PIPES, DUCTS, ETC. - PROVIDE
NOM. 1" ANNULAR SPACE ALL AROUND
OPTIONAL FORMING MATERIAL -
RECESSED 1/2" FROM THE SURFACE
FOR FS900 MATERIAL (MINERAL WOOL.
POLYSTYRENE, ETC.
ADDITIONAL MATERIAL ADDED TO
FORM 5/8" CROWN AROUND PENETRATION
AND LAPPING 1" BEYOND OPENING
1
4
2
1 4"min.
1
4
OUT OF
SPAN ONLY
BORED HOLE
STUD
SIZE
EXTERIOR &
BEARING
WALLS
NON-
BEARING
WALLS
2x4 1 7 16 "2 1 8"
2x6 2 3
16 "3 5 16 "
2-2x4 2 1 8"2 1 8"
2-2x6 3 5 16 "2 3
16 "
NOTCH DEPTH
2x4
2x6
7 8"1 7 16 "
1 3
8"2 3
16 "
1.NOTCH DEPTH &
BORE HOLE
SEE TABLE BELOW
2.STUD
3.SILL PLATE
4.HOLE EDGE
DISTANCE 5/8" MIN
GC NOTE
BORE HOLES NOT
PERMITTED IN MORE
THAN TWO
CONSECUTIVE
DOUBLE STUD
STUD
SIZE
EXTERIOR &
BEARING
WALLS
NON-
BEARING
WALLS
3" max.
1
2 DEPTH
DEPTH
3" max.
21
5
3
4
4
5
6
63
7
1.NOTCH IN PLATE
2.1 3/4" MAX IF BORED HOLE EXCEED 1
3/4" IN 2X4 TOP PLATE OR 2 2/4" IN
2X6 TOP PLATE STRAP E/S OR PLATE
W/ ITEM #3 BELOW
3.SIMPSON CS18X14 LONG MTL STRAP,
TYP @ EACH PLATE CUT W/ (6) 16D
EACH SIDE
4.PIPE WHERE OCCURS
5.TOP PLATE / SILL PLATE
6.ANCHOR BOLTS PER PLAN
7.LOCATE ANCHOR BOLTS 5" MIN / 9"
MAX AWAY FROM NOTCH OR OF
PLATE
GC NOTE
IF NOTCH OR HOLE EXCEED 50% OF TOP
PLATE WIDTH, STAGGER @ E/S OF PLATE
USE SIMPSON IF NEEDED
5/8" G.W.B
1X4 VERT. GRAIN
DOUGLAS FIR, PAINTED
FLOORING PER
SCHEDULE
SIDING PER PLAN
CONCRETE CURB PER STRUCT
GRADE
8"
M
I
N
.
4"
PRESSURE
TREATED SILL
SHEATHING PER STRUCT
DRAIN SLOTS
VENT CAP TO MATCH
ROOF MATERIAL
RAFTERS
RIDGE VENT
AIR SLOTS
ROOFING
MATERIAL
RIDGE BOARD
24 GA ( CORROSION RESISTANT MTL) VALLEY
FLASHING 24" WIDTH CONT. ON # 30 ROOF
FELT ON SISAL KRAFT PAPER OR EQUAL
12"12"
4"
VENT CAP
LEAD FLASHING HAND
FROM TO SHAPE CRIMP
OVER PLUMBING VENT
GALV. PLUMBING VENT
ROOFING MATERIALS
PER PLAN
PLUMBING WATER
HEATER OR F.A.U VENT
LEAD COLLAR
SKIRT AND
STEEL BOOT
BY GC
ROOF STRUCTURE
ROOF SHEATHING
2X BLOCKING
2X LEDGER
PLYWOOD SHEAR
PANEL - WHERE APPLIES
ROOFING
COUNTER FLASHING
UNDER ROOM ON TOP
OF PAPER
1X6 CONT. WOOD NAILER
Z FLASHING PAINT
TO MATCH ADJ. FACE
HANGER
ROOF RAFTERS OR
ENGINEERED TRUSS -
PER PLAN
B
A
O
P
H
A
M
D
E
S
I
G
N
O
F
F
I
C
E
LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
1310 N
HAR
BOR
BLV
D.
SA
NTA A
NA
CA 92703
|
bao@bpd
o-ar
chit
e
cts.co
m
| 714
.
4
5
7.0436
SF
R
RE
M
O
D
E
L
/
A
D
D
I
T
I
O
N
1
ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
10
2
5
W
C
A
R
L
T
O
N
P
L
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
SCALE:2 TYPICAL OPENING @ RATED WALL
1-1/2" = 1'-0"
SCALE:3 PENETRATION @ 1 HR CONSTRUCTION
NTS
SCALE:1 STUD NOTCHING / BORING LIMITS
NTSSCALE:4 BORE HOLES
NTS
SCALE:6 EXTERIOR WALL CURB
1-1/2" = 1'-0"
SCALE:5 TYPICAL INTERIOR WALL BASE
3" = 1'-0"
ROOF AND WALL
DETAILS
SCALE:7 ROOF RIDGE
1 1/2" = 1'-0"
SCALE:8 ROOF VALLEY
1 1/2" = 1'-0"
SCALE:9 VENT PIPE THRU ROOF
NTS
SCALE:10 ROOF WALL FLASHING
1 1/2" = 1'-0"
A3.1
32
"6"
FUTURE GRAB BAR SHALL BE:
L-SHAPED, AND SHALL BE
(A) VERTICAL COMPONENT:
30" IN LENGTH, AND MOUNTED 6" FROM THE END OF
THE TOILET BOWL.
(B) HORIZONTAL COMPONENT
42" IN LENGTH, AND MOUNTED APPROX. 33"-36""
ABOVE THE FLOOR
NOTE: GRAB BAR REINFORCING ONLY REQUIRED BESIDE
WATER CLOSET IF WATER CLOSET IS LOCATED WITHIN 18"
OF THE ADJACENT WALL.
FUTURE GRAB BAR SHALL BE:
(A) MINIMUM 24" IN LENGTH, AND MOUNTED:
33"-36" ABOVE THE FLOOR ( TANKLESS)
6" ABOVE THE TANK
39
1
/
4
"
32
"
39
1
/
4
"
33
"
-
3
6
"
36" MIN42" MIN
2X8 BLOCKING MIN2X8 BLOCKING MIN
REQUIRED BLOCKING MATERIAL SHALL BE:
NOT BE LESS THAN 2 BY 8 INCH NOMINAL LUMBER (1-1/2” X 7-1/4” ACTUAL DIMENSION) OR OTHER
CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD CAPACITY. REINFORCEMENT SHALL
BE LOCATED BETWEEN 32” AND 39-1/4” ABOVE THE FINISHED FLOOR, FLUSH WITH THE WALL FRAMING.
SIDING PER PLAN
GALV. SHT. MTL
FRIP FLASHING
H.M DOOR FRAME PER
SCHEDULE
DOOR PER SCHEDULE
CONC. PAVING SEE SITE PLAN
1/
4
"
M
A
X
.
1/
2
"
M
A
X
.
MAX.
2
1
1/
4
"
M
A
X
.
ALUM. THRESHOLD SET
IN FULL BED OF MASTIC
DOOR BOTTOM SEAL
DOOR JAMB BEYOND
FRAM ANCHOR INSTALL
PER MFR. RECOMMENDATION
HEADER PER STRUCT.
WALL PER PLAN
2X4 DOOR
BLOCKING
5/8" GWB
1X4 VERT. GRAIN
DOUGLAS FIR,
PAINTED
INTERIOR JAMB
INTERIOR DOOR PER
DOOR SCHEDULE
1/
4
"
5/8" G.W.B
HEADER PER STRUCT
2X BLOCKING TO
ACHIEVE 2" WINDOW
RECESS
5/8" G.W.B
2X6 WALL
7/8" STUCCO ON TWO
LAYERS 30# FELT
SHEATHING PER
STRUCT.
MOISTURE STOP
EXPANDABLE METAL
LATHER
SLOPE TO DRAIN
GSM FLASHING
SEALANT
DBL GLAZED
WIINDOW
GSM FLASHING
SEALANT
EXPANDABLE METAL
LATHER
7/8" STUCCO ON TWO
LAYERS 30# FELT
SHEATHING PER
STRUCT.
4"
2"
4"
1/
2
"
"J" MOLD
WALL BEYOND
SEALANT & BACKER
ROD BOTH SIDES
EXPANSION JOINT
PER STRUCT.
SEALANT
ALUMN. BREAK METAL
TRACK SET IN MASTIC
BY STOREFRONT MFR
BREAK METAL END
DAM
ALUMN. STOREFRONT
HEAD
SEALANT AND BACKER
ROD, TYP.
SHEET METAL DRIP
EDGE FLASHING
WALL AND HEADER
PER STRUCT
7/8" STUCCO ON TWO
LAYERS 30# FELT
FUTURE BATHTUB GRAB BARS SHALL BE:
(A) HORIZONTAL COMPONENT:
MIN. 48" IN LENGTH, AND LOCATED ALONG THE FULL
LENGTH OF THE BATHTUB AND MOUNTED 33"-36"
ABOVE THE FLOOR AND LOWER GRAB BAR SUPPORT
MAX 6" ABOVE THE RIM OF THE BATHTUB
FUTURE BATHTUB GRAB BARS SHALL BE:
(A) HORIZONTAL COMPONENT:
MIN. 24" IN LENGTH, AND LOCATED AT EACH END
OF THE BATHTUB AND MOUNTED 33"-36" ABOVE
THE FLOOR
39
1
/
4
"
MA
X
48" MIN
6"
M
A
X
32
"
39
1
/
4
"
32
"
39
1
/
4
"
33
"
-
3
6
"
2X8 BLOCKING MIN2X8 BLOCKING MIN
ADJACENT TO BATHTUB
FUTURE SHOWER GRAB BARS SHALL BE:
(A) HORIZONTAL COMPONENT:
MIN. 24" IN LENGTH, AND LOCATED AT EACH END
OF THE BATHTUB AND MOUNTED 33"-36" ABOVE
THE FLOOR
39
1
/
4
"
MA
X
32
"
39
1
/
4
"
2X8 BLOCKING MIN
FUTURE BATHTUB GRAB BARS SHALL BE:
(A) HORIZONTAL COMPONENT:
MIN. 48" IN LENGTH, AND LOCATED ALONG THE FULL
LENGTH OF THE SHOWER AND MOUNTED 33"-36"
ABOVE THE FLOOR
32
"
39
1
/
4
"
33
"
-
3
6
"
2X8 BLOCKING MIN
ADJACENT TO WATER CLOSET
ADJACENT TO SHOWER
STEP 1:
TYPICAL WINDOW
OPENING
STEP 4:
REPEAT STEP 3 ON
RIGHT SIDE
STEP 2:
ATTACH FLASHING FLUSH ALONG THE
BOTTOM OF THE OPENING. THE
LENGTH OF THE FLASHING MUST BE
LONG ENOUGH TO FALL A MIN. OF 6"
BEYOND THE OPENING ON BOTH SIDES
SO THAT IT IS BEYOND THE TWO
VERTICAL PIECES THAT ARE
ATTACHED IN STEP 3 & 4
STEP 5:
POSITION WINDOW INTO THE OPENING
WITH THE FLANGE ON THE TOP OF THE
THREE FLASHING STRIPS. LEVEL THE
WINDOW AND SECURE IN PLACE
STEP 3:
ATTACH FLASHING ALONG THE LEFT
VERTICAL SIDE OF THE OPENING.
FLUSH WITH THE EDGE MAKING SURE
THAT IT IS OVER THE BOTTOM OF THE
HORIZONTAL STRIP. LENGTH OF THE
FLASHING MUST BE LONG ENOUGH TO
FALL A MIN. OF 6" BEYOND THE TOP
HORIZONTAL PIECE THAT IS ATTACHED
IN STEP 6 AFTER THE WINDOWS IS IN
PLACE
STEP 6:
ATTACH THE FOURTH STRIP OF
FLASHING ALONG THE HORIZONTAL
EDGE OF THE WINDOW, MAKING SURE
THAT THE FLASHING IS POSITIONED
OVER THE WINDOWS FLANGE AND
OVER BOTH VERTICAL PIECES. THIS
STRIP MUST FALL A MIN. OF 6"
BEYOND THE VERTICAL PIECES ON
B
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LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
1310 N
HAR
BOR
BLV
D.
SA
NTA A
NA
CA 92703
|
bao@bpd
o-ar
chit
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| 714
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ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
10
2
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2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
SCALE:9 TYPICAL GRAB BAR LOCATIOIN
NTSSCALE:12 STUD WALL REINFORCEMENT
FOR REFERENCE ONLY
DOOR AND
WINDOW DETAILS
SCALE:1 TYPICAL EXTERIOR DOOR
1-1/2" = 1'-0"
SCALE:2 INTERIOR DOOR JAMB
3" = 1'-0"
SCALE:4 TYPICAL WINDOW AT STUCCO SIDNG
3" = 1'-0"
SCALE:5 TYPICAL STOREFRONT WINDOW
3" = 1'-0"
1.VERIFY SIZE AND SPECIFICATIONS WITH MANUFACTURER PRIOR TO ORDERING
MATERIALS AND BEGINNING OF CONSTRUCTION
2.ALL WINDOWS SHALL BE DUAL GLAZED LOW E
3.HEAD HEIGHT ARE AT 7'-8" AFF UNLESS NOTED OTHERWISE OR ON FLOORPLANS
4.SEE ELEVATIONS FOR OPERATION DIRECTION
5."TEMP" DENOTES SAFETY GLAZING. WINDOWS WITHIN A 24" ARCH OF EITHER
VERTICAL EDGE OF DOORS IN THE CLOSED POSITION AND WITHIN 18" OF FLOOR
SHALL BE SAFETY GLAZING. SEE ELEV FOR TEMPERED GLAZING LOCATIONS
-FOR TYPICAL WINDOW - FOR WINDOW FLASHING
1.VERIFY SIZE AND SPECIFICATIONS WITH MANUFACTURER PRIOR TO ORDERING
MATERIALS AND BEGINNING OF CONSTRUCTION
2.SEE UNIT ELEVATIONS FOR OPERATION DIRECTIONS
3."TEMP" DENOTES SAFETY GLAZING. ALL GLASS IN DOORS SHALL BE TEMPERED
GLASS
4.FOR TYPICAL DOOR FRAMING DETAILS SEE
-FOR EXTERIOR DOORS - FOR INTERIOR DOORS
1
A3.2
2
A3.2
4
A3.2
10
A3.2
A3.2
SCALE:10 TYPICAL WINDOW FLASHING
NTS
SCALE:8 WATER HEATER STRAPPING
NTS
CALIFORNIA PLUMBING CODE SECTION 507.2 REQUIRES THAT ALL WATER HEATERS SHALL BE SUPPORTED AND STRAPPED
TO PREVENT MOVEMENT DURING AN EARTHQUAKE.
TWO METAL STRAPS, NOT LESS THAN 22 GAUGE, NOR LESS THAN 5/8-INCH WIDE SHALL BE USED. ONE STRAP SHALL BE
PLACED WITHIN THE UPPER 1/3 OF THE WATER HEATER’S VERTICAL DIMENSION AND THE OTHER SHALL BE PLACED WITHIN
THE BOTTOM 1/3 OF THE WATER HEATER’S VERTICAL DIMENSION. AT THE LOWER POINT, A MINIMUM DISTANCE OF 4 INCHES
SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. THE MEANS OF CONNECTION TO THE STRUCTURE
SHALL BE MADE BY THE USE OF SCREWS NOT LESS THAN 1/4 INCH IN SIZE WITH A MINIMUM PENETRATION OF 1-1/2 INCH INTO
A FRAMING MEMBER OF THE WALL. A CUT WASHER SHALL BE USED BETWEEN THE HEAD OF THE SCREW AND THE STRAP TO
INSURE A POSITIVE SUPPORT.
NOTE:
ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND
CONTROLS (INCLUDING CONTROLS FOR HEATING,
VENTILATION AND AIR CONDITIONING) INTENDED TO
BE USED BY OCCUPANTS SHALL BE LOCATED NO
MORE THAN 48” MEASURED FROM THE TOP OF THE
OUTLET BOX AND NOT LESS THAN 15” MEASURED
FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE
FINISH FLOOR.
BACKING FOR FUTURE
30 IN. X 1-1/4 IN. FLIP-UP SCREW
GRAB BAR
R8960FD – FLIP UP GRAB BAR
STAINLESS STEEL PEENED FINISH
1 ¼” DIAMETER BAR OR EQUAL
QUANTITY SIZE DESCRIPTION REMARKS
A 1 3'0"X6'8" EXT SOLID WOOD DOOR. 1 3/4" THICK. PAINT
GRADE IN-SWING OR EQUAL EXISTING
B 1 8'0"X6'8" EXT
2 PANE. ALLUM-CLAD FRAME. DUAL
GLAZING/ LOW E. ARGON FILLED.
U=0.29 : SHGC =0.21
OWNER'S CHOICE
C 1 6'0"X6'8" EXT
2 PANE. ALLUM-CLAD FRAME. DUAL
GLAZING/ LOW E. ARGON FILLED.
U=0.29 : SHGC =0.21
OWNER'S CHOICE
D 1 2'4"X6'8" EXT SOLID WOOD DOOR. 1 3/4" THICK. PAINT
GRADE IN-SWING OR EQUAL OWNER'S CHOICE
E 1 3'0"X6'8" INT SOLID WOOD DOOR. 1 3/4" THICK. PAINT
GRADE IN-SWING OR EQUAL OWNER'S CHOICE
F 4 2'8"X6'8" INT HOLLOW CORE WOOD DOOR. 1 3/4" THICK.
PAINT GRADE OR EQUAL EXISTING
G 2 2'6"X6'8" INT CABINET GRADE DOORS. PAINT GRADE OR
EQUAL OWNER'S CHOICE
H 3 2'8"X6'8" INT HOLLOW CORE WOOD DOOR. 1 3/4" THICK.
PAINT GRADE OR EQUAL OWNER'S CHOICE
#
DOOR SCHEDULE *#DENOTES EXISTING*WINDOW SCHEDULE
#
#DENOTES EXISTING
QUANTITY SIZE WxH DESCRIPTION REMARKS
1 3 36"X48"
SH
VINYL-CLAD FRAME. DUAL GLAZING/ LOW E.
ARGON FILLED. U=0.29 : SHGC =0.21 OWNER'S CHOICE
2 1 84"X48"
SLD
VINYL-CLAD FRAME. DUAL GLAZING/ LOW E.
ARGON FILLED. U=0.29 : SHGC =0.21 OWNER'S CHOICE
3 3 42"X48"
SH
VINYL-CLAD FRAME. DUAL GLAZING/ LOW E.
ARGON FILLED. U=0.29 : SHGC =0.21 OWNER'S CHOICE
4 3 36"X48"
SH
VINYL-CLAD FRAME. DUAL GLAZING/ LOW E.
ARGON FILLED. U=0.29 : SHGC =0.21 OWNER'S CHOICE
5 1 48"X36"
SLD
VINYL-CLAD FRAME. DUAL GLAZING/ LOW E.
ARGON FILLED. U=0.29 : SHGC =0.21
TEMP/OWNER'S
CHOICE
30
'
-
0
"
19
'
-
6
"
11'-4"
6'
-
0
"
10'-10"
4'
-
6
"
13'-8"
5'-10"9'-5"7'-10"13'-5"11'-4"
47'-10"
2'-8"9'-4"
22'-10"
B
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LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
1310
N H
AR
B
OR
B
LVD
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ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
10
2
5
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2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
EXISTING PLAN
D1.0SCALE:10 EXISTING PLAN
1/4" = 1'-0"
(E) LIVING ROOM (E) BEDROOM (E) BEDROOM
(E) BEDROOM
(E) BATHROOM
(E) GARAGE(E) KITCHEN
(E) LAUNDRY
1'-7"8'-6"1'-3"36'-2"
3'
-
6
"
5'-6"
3'
-
2
"
2'
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4
"
3'-0"
2'-4"
4'
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2'-4"
3'
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4"
5'
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1'
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5'
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3'
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2"
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LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
1310
N H
AR
B
OR
B
LVD
.
SA
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ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
10
2
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2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
DEMOLITION PLAN
D1.1
1.VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. BRING ANY
DISCREPANCIES FROM THE DRAWINGS AND NOTES TO THE ARCHITECT
IMMEDIATELY. MINOR CHANGES IN THE SCOPE OF THE DEMOLITION WORK
SHALL NOT JUSTIFY AN ADDITIONAL COST.
2.REMOVAL OF EXISTING FIXTURES AND EQUIPMENT WILL REQUIRE
ISOLATING THE PIPING RISERS OR MAINS VIA SHUT-OFF VALVES. INSTALL
NEW ISOLATION VALVES WHERE REQUIRED FOR COMPLETION OF WORK.
3.REMOVAL OF EXISTING PLUMBING FIXTURES AND EQUIPMENT, ETC. WILL
REQUIRE CAPPING AND SEALING EXISTING MAINS OR BRANCHES AS
NECESSARY AND REQUIRED TO ALLOW THE REMAINING SYSTEMS TO FULLY
OPERATE WITHOUT DEGRADATION. CONTRACTOR SHALL PROVIDE
PROTECTIVE PLASTIC DROP CLOTHS TO PROTECT THE EXISTING OCCUPIED
AREAS AND EQUIPMENT FROM DUST AND DEBRIS DURING THE
CONSTRUCTION WORK, AND SHALL CLEAN THE AREAS OF ALL
CONSTRUCTION DIRT DAILY, AND UPON COMPLETION OF THE WORK. REFER
TO GENERAL CONDITIONS AND DIVISION 1 SECTIONS IN THE
SPECIFICATIONS.
4.ALL DRAINED PIPING RISERS AND MAINS SHALL BE REFILLED WITH PROPER
FLUID AND PROPERLY VENTED BY THIS CONTRACTOR, ONCE NEW WORK
HAS BEEN INSTALLED.
5.COORDINATE WITH GENERAL CONTRACTOR THE REMOVAL AND
REPLACEMENT OF ALL EXISTING CEILINGS, WALLS, ETC. AS REQUIRED FOR
MECHANICAL DEMOLITION WORK.
6.EXISTING PIPING AND EQUIPMENT, ETC., NOT TO BE UTILIZED IN THE
COMPLETED BUILDING SHALL BE DISCONTINUED OR REMOVED AS
REQUIRED. ALL ENDS OF DISCONTINUED PIPING SHALL BE CAPPED IN THE
NEAREST WALL, CEILING OR FLOOR SO THAT THEY ARE COMPLETELY
CONCEALED. OPENINGS LEFT IN WALLS, CEILINGS, ETC., WHERE
EQUIPMENT AND PIPE, ETC., ARE REMOVED AND NOT REPLACED, SHALL BE
PATCHED NEATLY WITH SIMILAR MATERIAL TO ADJACENT CONSTRUCTION.
REFER TO DRAWINGS DELINEATING NEW WORK FOR ADDITIONAL
INFORMATION REGARDING SYSTEMS OR PORTIONS OF SYSTEMS WHERE
USE IS TO BE DISCONTINUED.
7.EXISTING PIPING, FIXTURES AND EQUIPMENT THAT ARE NOT TO BE REUSED
SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE OWNER IF
THEY WISH TO RETAIN OWNERSHIP OF SAME. IF NOT, EQUIPMENT SHALL
BECOME THE PROPERTY OF THIS CONTRACTOR AND SHALL BE REMOVED
FROM THE SITE AS SOON AS PRACTICAL AND DISPOSED OF IN ACCORDANCE
WITH APPLICABLE LAWS AND REGULATIONS.
8.ALL CUTTING AND CHANNELING OF EXISTING BUILDING SHALL BE
ACCOMPLISHED IN A NEAT AND WORKMANLIKE MANNER WITHOUT REMOVAL
OF EXCESS MATERIALS. THIS CONTRACTOR SHALL PATCH AND REPLACE
WITH MATERIAL SIMILAR TO ADJACENT CONSTRUCTION.
9.WHERE EXISTING PIPING AND EQUIPMENT, ETC., THAT ARE TO BE UTILIZED
IN THE COMPLETED PROGRAM CONFLICT WITH NEW CONSTRUCTION AND
THE REQUIRED DEMOLITION, THEY SHALL BE RELOCATED AND
RECONNECTED TO MAINTAIN THE DESIRED SERVICE.
10.PORTIONS OF EXISTING SYSTEMS MAY BE SHOWN FOR CLARITY EVEN
THOUGH IT MAY NOT BE NECESSARY TO MODIFY OR REVISE THEM. ALL
EXISTING SYSTEMS ARE SHOWN BASED ON ORIGINAL OR REMODEL
BUILDING DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS.
11.ALL WORK MUST BE COORDINATED AND SCHEDULED WITH THE OWNER AND
OCCUPANTS OF THIS BUILDING SO AS TO PROVIDE THE LEAST AMOUNT OF
DISRUPTION OF BUILDING ACTIVITIES AS POSSIBLE.
12.ALL ACCESSIBLE ABANDONED PIPING AND DUCTWORK SHALL BE REMOVED
AND PROPERLY DISPOSED OF.
GENERAL NOTES
WALL LEGEND
EXTERIOR WALL
2X4 WALL STUDS @ 16" O.C | SIDING EXTERIOR
1/2" GWB INTERIOR
EXISTING WALL
2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR
8
A3.0
1,9
A3.0
INTERIOR WALL
2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR
PLUMBING WALL
2X WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 4
A3.1
8
A3.0
1 HR RATED EXTERIOR WALL
W/ 5/8" TYPE X GWB ON INTERIOR SIDE. EXTERIOR FINISH PER
ELEVATION | UL 309
4,12
A3.0
1
SCALE:10 EXISTING & DEMOLITION PLAN
1/4" = 1'-0"
REMOVE EXISTING SIDING AND WOOD STUD. PATCH AND REPAIR AS
NEEDED. PREPARE FOR NEW CONSTRUCTION.
REMOVE EXISTING WINDOW AND FRAME FROM EXTERIOR WALL TO
ACCOMMODATE NEW VINYL REPLACEMENT WINDOW INSTALLATION.
EXISTING JAMBS ARE TO BE RE-USED AND NEW WOOD HEADS AND JAMB
ARE TO BE FURNISHED AND INSTALLED. FIELD VERIFY WINDOW OPENING
BEFORE PROCURING NEW REPLACEMENT WINDOWS. PATCH AND REPAIR
AS NEEDED.
1
2
REMOVE EXISTING WOOD FLOOR AND ANY FLOOR FINISH AS REQUIRED
TO ACCOMMODATE NEW CONSTRUCTION
4
DISCONNECT EXISTING PLUMBING FIXTURES AND CAP AS REQUIRED TO
ACCOMMODATE NEW CONSTRUCTION
KEY NOTES
5
DISCONNECT EXISTING GAS WATER HEATER AND CAP AS REQUIRED TO
ACCOMMODATE NEW CONSTRUCTION
6
DISCONNECT EXISTING WALL HEATER AND CAP AS REQUIRED TO
ACCOMMODATE NEW CONSTRUCTION
7
DISCONNECT EXISTING CONDENSER UNIT AND CAP AS REQUIRED TO
ACCOMMODATE NEW CONSTRUCTION
REMOVE EXISTING CONCRETE LANDING. PATCH AND REPAIR AS NEEDED.
PREP FOR NEW CONSTRUCTION.
8
REMOVE EXISTING INTERIOR WOOD STUD WALL. PATCH AND REPAIR AS
NEEDED. PREPARE FOR NEW CONSTRUCTION.
3
9
REMOVE EXISTING DOOR AND FRAME FROM EXTERIOR WALL TO
ACCOMMODATE NEW CONSTRUCTION. PATCH AND REPAIR AS NEEDED.
10
11
REMOVE EXISTING KITCHEN AND ASSOCIATED CABINETS AND FIXTURES.
PATCH AND REPAIR AS NEEDED. PREP FOR NEW CONSTRUCTION.
3
4A
2
SCALE:20 DEMOLITION & PROPOSED OVERLAY
1/4" = 1'-0"
PROPOSED WALL
WALLS TO BE DEMOLISH
EXISTING WALL TO REMAIN
4A REMOVE EXISTING WINDOW AND FRAME FROM EXTERIOR WALL - PATCH
AND REPAIR AS NEEDED.
PROPOSED WALL
WALLS TO BE DEMOLISH
EXISTING WALL TO REMAIN
EXISTING CEILING BEAM TO REMAIN12
3
3 3
1 1
22
4A4A4A4A
4A
2
55
7
8
9
3
11
10
GC NOTE: CONFIRM ALL ON SITE DIMENSION PRIOR TO
DEMOLITION
10X2010X20
20
'
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FR
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37
'
-
2
"
4'-5"
43
'
-
2
"
32
'
-
8
"
3'-8"
3'-9"
52
'
-
5
"
52
'
-
4
"
4'-5"
20
'
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"
32
'
-
5
"
11
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PL
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R
E
E
T
GABLE VENT
ROOF RIDGE
VENTILATION
CEILING JOIST
CEILING
INSULATION
EAVE VENTILATION
MECHANICAL
ROOF VENT
10X2010X20
20
'
-
0
"
FR
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37
'
-
2
"
4'-5"
43
'
-
2
"
32
'
-
8
"
3'-8"
52
'
-
4
"
4'-5"
37
'
-
5
"
5'-0"25'-6"
37
'
-
5
"
11
'
-
0
"
PL
T
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20
'
-
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"
17
'
-
5
"
18'-
0
"
RID
G
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18'-
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"
RID
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24'-
0
"
RID
G
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11'-0"
RIDGE VENT
17'-
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"
RID
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8'-0
"
RID
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LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
1310
N H
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ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
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2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
2024.11.18 CYCLE 2 SUBMITTAL
2024.12.11 CYCLE 3 SUBMITTAL
PROPOSED SITE PLAN
AND ROOF PLAN
SP1.0
1.ROOF OPENINGS SHALL HAVE CORROSION-RESISTANT WIRE MESH OR OTHER
APPROVED MATERIAL WITH 1/6 INCH MINIMUM AND 1/4 INCH MAXIMUM OPENING
2.A MINIMUM OF 1 INCH AIR SPACE SHALL BE PROVIDED BETWEEN INSULATION AND
ROOF SHEATHING
3.UNVENTED ATTIC ASSEMBLIES SHALL MEET ALL THE CONDITIONS IN SECTION
R806.4
4.TYPICAL ROOF OVERHANG 1'-6" - U.N.O
5.TYPICAL ROOF OVERHANG RAKE 1'-6" - U.N.O
6.BUILT UP MEMBRANE TYPICALLY W/ BITUTHENE MEMBRANE - U.N.O
7.FRAMER SHALL BE RESPONSIBLE FOR COORDINATING W/ TRUSS MANUFACTURER
TO ACCOMMODATE ALL ATTIC VENTS.
8.ALL VENTS SHALL BE INSTALLED SO AS TO MAKE THEM WATER PROOF AND WALL
MOUNTED LOUVERS SHALL BE SEALED AND FLASHED WITH "MOISTOP" IN THE
SAME MANNER PRESCRIBED FOR WINDOW INSTALLATION
9.PROVIDE APPROVED INSULATION DAMS ( BAFFLES) WHERE VENT BLOCKS ARE
USED BETWEEN ROOF FRAMING MEMBERS TO PREVENT HOLES
ROOF NOTES
ROOF VENTILATIION DIAGRAM
ROOF SPECIFICATION:
1.ROOF: CLASS 'A' FIRE RATING -
ROOF MATERIAL: SHINGLE CLASS "A" MIN
CERTAINTEED ARCH. GRADE
SHINGLES - ICC-ES ESR-3537
W/ 2 LAYERS OF UNDERLAYMENT
UNDERLAYMENT: ASTM D 226,
TYPE I OR ASTM D 4869 TYPE I
PER 2022 CBC CHAPT. 15 OR
2022 CRC R902.1
GENERAL NOTES
RESIIDENCE ADDRESSING SHALL BE EASILY VISIBLE FROM W CARLTON PL TO AID EMERGENCY RESPONDERS,
APPROVED BUILDING ADDRESS NUMBERS SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEDGIBLE FROM THE STREET FRONTING THE PROPERTY.
THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUNDS, BE ILLUMINATED ARABIC NUMERALS , AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH
OF .5 INCHES. CFC CHAPTER 5, SECTION 505.1
LANDSCAPING MAINTAINED NOT TO INTERFERE WITH LIGHTING OR ADDRESSING
ASPHALT RESTORATION SHALL BE PER CITY OF FULLERTON STANDARD PLAN NO.’S 120, 121, AND 219.
ANY ALTERATION OR RELOCATION TO EXISTING UTILITIES METERS SUCH AS GAS, WATER AND ELECTRICAL MUST BE NOTIFIED TO BUILDING INSPECTOR FOR APPROVAL
PRIOR TO COMMENCE WORK
THERE SHALL BE NO TRENCHES OR EXCAVATION 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, OR OBTAIN PERMIT FROM STATE OF
CALIFORNIA, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA) THIS PERMIT AND ANY OTHER SAFETY PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT
OF ANY WORK. CONTACT CAL/OSHA AT: 714-558-4451 FOR ADDITIONAL INFORMATION
ADDITION THAT EXCEED 50% OF THE EXISTING LIVING FLOOR AREA REQUIRE UNDER GROUNDING OF ALL EXISTING ABOVE GROUND UTILITIES. PER BUILDING POLICY, WHERE
FEASIBLE, AND AS DETERMINED BY THE BUILDING INSPECTOR, ALL ABOVE GROUND UTILITIES SHALL BE RELOCATED UNDERGROUND.
THE GRADE SHALL FALL NOT FEWER THAN 6" WITHIN THE FIRST 10' FROM THE FOUNDATION WALL. WHERE LOT LINES, WALLS, SLOPES OR PHYSICAL BARRIERS PROHIBIT 6"
OF FALL WITHIN 10', DRAINS, OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10' OF THE
BUILDING SHALL BE SLOPED NOT LESS THAN 2% AWAY FROM THE BUILDING
SCALE:12 PROPOSED SITE PLAN AND ROOF PLAN
1/8" = 1'-0"
KEY NOTES
1 PROPERTY LINE
2
3
CURB LINE
4
1
5
6
2
3
4
EXISTING NEW
PUBLIC RIGHT OF WAY
200A ELECTRICAL METER
4" SEWER MAIN LATERAL -
PROTECT IN PLACE
3/4" WATER METER &
DOMESTIC WATER SERVICE
8
9
10
LANDSCAPE
CONCRETE PAVING
POWER POLE & OVERHEAD POWER LINE
SCALE:10 EXISTING SITE PLAN
1/8" = 1'-0"
7
GAS METER
MFG: AIR VENT INC. OR EQUAL
PRODUCT INFO:
ALUMINUM GABLE VENT
FLUSH FLANGE
MFG: O'HAGIN OR EQUAL
PRODUCT INFO:
TAPERED LOW-PROFILE VENTS
CLASS A RATED
STAINLESS STEEL
MFG:
MAURICE FRANKLIN OR EQUAL
PRODUCT INFO:
2.5"
ALUMINUM
STAINLESS STEEL
EQ EQ EQ EQ
1/
2
"
1/
2
"
FOR REFERENCE ONLY
⅊
W Carlton Pl EXISTING LANDSCAPE RATIO AT 20FT. FRONT SETBACK
TOTAL AREA ( 56X20) = 1120 SF
LANDSCAPE AREA = 680 SF ( 61%)
PAVING AREA:440 SF ( 39%)
1
FRONT SETBACK
SI
D
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S
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B
A
C
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1 DEMO ROOF - PREP FOR NEW
CONSTRUCTION
EXISTING
3
:
1
2
3 : 12
⅊
⅊
115'
56'
2%2%
10
A3.0
OVERHANG
TYP.
1
1
3
4
5
8
9
10
1
3
10
A3.0
1 HR
OVERHANG
TYP.
ADU ATTIC VENTILATIONADU ATTIC VENTILATION
A B C D E
PLAN ATTIC AREA REQ'D VENTING ROOF ROOF VENTS EAVE VENTS
VENTS
ATTIC AREA
( SQUARE
FEET)
ROOF VENTS:
OHAGIN 32"X23" ROOF
VENTS OR EQUAL 72 SQ.IN 6 432 SQ.IN
3 HIGH 3 LOW
EAVE VENTS:
2.5" ROUND SCREENED VENT
(GROUP OF THREE AT EACH VENT PLACE )
MAURICE FRANKLIN LOUVER OR EQUAL
2.5" / 2 = 1.25" RADIUS
1.25" X 1.25" X 3.1416 = 5.0 SQ.IN 5.0 SQ.IN 0 0 SQ.IN
RIDGE VENTS:
VENTURE RIGID ROLL RIDGE VENT 12.5 SI/ LF 96' 1,200 SQ.IN
ATTIC AREA
DIVIDE
150
MULTIPLY
144
___________
TOTAL REQ'D
NET FREE
VENTING IN
SQUARE INCH
TOTAL
SQUARE
INCH OF NET
FREE
VENTILATION
AREA
PROVIDED
AT
RIDGE
TOTAL
SQUARE
INCH OF
NET FREE
VENTILATION
AREA
PROVIDED
BY ROOF
VENTS
TOTAL
SQUARE
INCH OF
NET FREE
VENTILATION
AREA
PROVIDED
UNDER
EAVE VENT
BLOCKING
TOTALAIR FLOW QUANTITY
432 SI1,628 SI1695 SF 1,200 SI
TOTAL VENTING PROVIDED: 1,632 SQ.IN
0 SF
3 : 12
3
:
1
2
3
:
1
2
115'
56'
11 72" BLOCK WALL
12 EXISTING NON - CONFORMING SETBACK
5%5%
11
11
11
2%2%
2%
2%
5%5%
5%5%
5%
5%
2%
2%
6
8
9 9
10
2
REAR SETBACK
SI
D
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S
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B
A
C
K
⅊
W Carlton Pl EXISTING LANDSCAPE RATIO AT 20FT. FRONT SETBACK
TOTAL AREA ( 56X20) = 1120 SF
LANDSCAPE AREA = 680 SF ( 61%)
PAVING AREA:440 SF ( 39%)
1
FRONT SETBACK
SI
D
E
S
E
T
B
A
C
K
3
:
1
2
3 : 12
⅊
⅊
115'
56'
2%2%
1
1
3
4
8
9
10
3 : 12
3
:
1
2
3
:
1
2
115'
56'
5%5%
11
11
11
2%2%
2%
2%
5%5%
5%5%
5%
5%
2%
2%
6
8
9
9
2
REAR SETBACK
SI
D
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S
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B
A
C
K
3 : 12
3 : 12
3
:
1
2
RELOCATED 200 AMP METER PANEL UPGRADE PER
CITY'S METER SPOT REPORT
1
OUTDOOR RATED HEAT AND COOL MINI SPLIT UNIT
PROVIDE 4'' CONCRETE PAD OR PREFAB PAD.
NEW ROOFING
3 3 2
5
NEW RAISED DECK
5
4
CONCRETE WALK WAY
5
5
5 5
12
12
1
LANDSCAPE LEGEND
5 - (E) 15 GAL QUEEN PALM
7 - (E) 5 GALLON SHRUBS
(E) GRASS AREA
(E) CONCRETE PAVING
12
12
2
2
2
X
SDX
SYMBOL LEGEND
X
FRAMING NOTES
FOUNDATION NOTES
PAD SCHEDULE
S1.0
REMODEL / ADDITION
ROOF FRAMING PLAN
FOUNDATION PLAN
SCALE:
FOUNDATION PLAN
SHEARWALL SCHEDULE
SCALE:
ROOF FRAMING PLAN
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DATE REVISIONS
SHEET DESCRIPTION
PROJECT OWNER
PROJECT ADDRESS
STAMP
NO:
PLAN CHECK #
JOB NO: 2441
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DATE:
SCALE: AS INDICATED
DESIGNER: N/A
SHEET
11/13/2024 PLAN CHECK1
12/10/2024 2nd PLAN CHECK2
2
2
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LICENSED ARCHITECT
STATEOF C ALIFORNIA
C-39025
REN. 08/31/25
BAO PHAM
ARCHITECT OF RECORD:
BAO PHAM, RA
1310 N
HAR
BOR
BLV
D.
SA
NTA A
NA
CA 92703
|
bao@bpd
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SF
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ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
10
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2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
GREEN BUILDING
NOTES
G2.0
CHAPTER 4
RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION
4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE
4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in
sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such
openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing
agency.
4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65
percent of the non-hazardous construction and demolition waste in accordance with either Section
4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste
management ordinance.
Exceptions:
1. Excavated soil and land-clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or
recycle facilities capable of compliance with this item do not exist or are not located reasonably
close to the jobsite.
3. The enforcing agency may make exceptions to the requirements of this section when isolated
jobsites are located in areas beyond the haul boundaries of the diversion facility.
4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan
in conformance with Items 1 through 5. The construction waste management plan shall be updated as
necessary and shall be available during construction for examination by the enforcing agency.
1. Identify the construction and demolition waste materials to be diverted from disposal by recycling,
reuse on the project or salvage for future use or sale.
2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or
bulk mixed (single stream).
3. Identify diversion facilities where the construction and demolition waste material collected will be
taken.
4. Identify construction methods employed to reduce the amount of construction and demolition waste
generated.
5. Specify that the amount of construction and demolition waste materials diverted shall be calculated
by weight or volume, but not by both.
4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the
enforcing agency, which can provide verifiable documentation that the percentage of construction and
demolition waste material diverted from the landfill complies with Section 4.408.1.
Note: The owner or contractor may make the determination if the construction and demolition waste
materials will be diverted by a waste management company.
4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4
lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in
Section 4.408.1
4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds
per square foot of the building area, shall meet the minimum 65% construction waste reduction
requirement in Section 4.408.1
4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code
(Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in
documenting compliance with this section.
2. Mixed construction and demolition debris (C & D) processors can be located at the California
Department of Resources Recycling and Recovery (CalRecycle).
4.410 BUILDING MAINTENANCE AND OPERATION
4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact
disc, web-based reference or other media acceptable to the enforcing agency which includes all of the
following shall be placed in the building:
1. Directions to the owner or occupant that the manual shall remain with the building throughout the
life cycle of the structure.
2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water-saving devices and systems, HVAC systems,
photovoltaic systems, electric vehicle chargers, water-heating systems and other major
appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts.
c. Space conditioning systems, including condensers and air filters.
d. Landscape irrigation systems.
e. Water reuse systems.
3. Information from local utility, water and waste recovery providers on methods to further reduce
resource consumption, including recycle programs and locations.
4. Public transportation and/or carpool options available in the area.
5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent
and what methods an occupant may use to maintain the relative humidity level in that range.
6. Information about water-conserving landscape and irrigation design and controllers which conserve
water.
7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5
feet away from the foundation.
8. Information on required routine maintenance measures, including, but not limited to, caulking,
painting, grading around the building, etc.
9. Information about state solar energy and incentive programs available.
10. A copy of all special inspections verifications required by the enforcing agency or this code.
11. Information from the Department of Forestry and Fire Protection on maintenance of defensible
space around residential structures.
12. Information and/or drawings identifying the location of grab bar reinforcements.
4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a
building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the
depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper,
corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling
ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section
42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of
this section.
DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY
4.303 INDOOR WATER USE
4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3,
and 4.303.4.4.
Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving
plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final
completion, certificate of occupancy, or final permit approval by the local building department. See Civil
Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential
buildings affected and other important enactment dates.
4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per
flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense
Specification for Tank-type Toilets.
Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume
of two reduced flushes and one full flush.
4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.
The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.
4.303.1.3 Showerheads.
4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one
showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by
a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only
allow one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
4.303.1.4 Faucets.
4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall
not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall
not be less than 0.8 gallons per minute at 20 psi.
4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory
faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential
buildings shall not exceed 0.5 gallons per minute at 60 psi.
4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver
more than 0.2 gallons per cycle.
4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons
per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not
to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per
minute at 60 psi.
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
4.303.1.4.5 Pre-rinse spray valves.
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7) and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY: The following table and code section have been reprinted from the California
Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January
1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]
4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial
buildings.
Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the
California Plumbing Code.
4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in
accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table
1701.1 of the California Plumbing Code.
TABLE - MAXIMUM FIXTURE WATER USE
FIXTURE TYPE FLOW RATE
SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI
LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20
PSI
LAVATORY FAUCETS IN COMMON & PUBLIC
USE AREAS 0.5 GPM @ 60 PSI
KITCHEN FAUCETS 1.8 GPM @ 60 PSI
METERING FAUCETS 0.2 GAL/CYCLE
WATER CLOSET 1.28 GAL/FLUSH
URINALS 0.125 GAL/FLUSH
4.304 OUTDOOR WATER USE
4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with
a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent.
NOTES:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations,
Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are
available at: https://www.water.ca.gov/
ABBREVIATION DEFINITIONS:
HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety
OSHPD Office of Statewide Health Planning and Development
LR Low Rise
HR High Rise
AA Additions and Alterations
N New
NOTE:
THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A
CONVENIENCE FOR THE USER.
SECTION 4.102 DEFINITIONS
4.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar
pervious material used to collect or channel drainage or runoff water.
WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials
such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also
used for perimeter and inlet controls.
4.106 SITE DEVELOPMENT
4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation
and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes,
management of storm water drainage and erosion controls shall comply with this section.
4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less
than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre
or more, shall manage storm water drainage during construction. In order to manage storm water drainage
during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent
property, prevent erosion and retain soil runoff on the site.
1. Retention basins of sufficient size shall be utilized to retain storm water on the site.
2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar
disposal method, water shall be filtered by use of a barrier system, wattle or other method approved
by the enforcing agency.
3. Compliance with a lawfully enacted storm water management ordinance.
Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or
are part of a larger common plan of development which in total disturbs one acre or more of soil.
(Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)
4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will
manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
water include, but are not limited to, the following:
1. Swales
2. Water collection and disposal systems
3. French drains
4. Water retention gardens
5. Other water measures which keep surface water away from buildings and aid in groundwater
recharge.
Exception: Additions and alterations not altering the drainage path.
4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections
4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply
equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625.
Exceptions:
1. On a case-by-case basis, where the local enforcing agency has determined EV charging and
infrastructure are not feasible based upon one or more of the following conditions:
1.1 Where there is no local utility power supply or the local utility is unable to supply adequate
power.
1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional
local utility infrastructure design requirements, directly related to the implementation of Section
4.106.4, may adversely impact the construction cost of the project.
2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional
parking facilities.
4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each
dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway
shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main
service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the
proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or
concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere
208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit
overcurrent protective device.
Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the proposed location of an EV charger at the time of original construction in
accordance with the California Electrical Code.
4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent
protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination
location shall be permanently and visibly marked as "EV CAPABLE".
CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code,
but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to
additions or alterations of existing residential buildings where the addition or alteration increases the
building's conditioned area, volume, or size. The requirements shall apply only to and/or within the
specific area of the addition or alteration.
The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking
facilities or the addition of new parking facilities serving existing multifamily buildings. See Section
4.106.4.3 for application.
Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing
lighting fixtures are not considered alterations for the purpose of this section.
Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or
improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.
Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate
of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1,
et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and
other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of
individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential
buildings, or both. Individual sections will be designated by banners to indicate where the section applies
specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and
high-rise buildings, no banner will be used.
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
Exceptions:
1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall
comply with Chapter 4 and Appendix A4, as applicable.
2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California
Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with
Chapter 4 and Appendix A4, as applicable.
4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities.
When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the
requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest
whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging
space shall count as at least one standard automobile parking space only for the purpose of complying with any
applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2
for further details.
4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less
than 20 sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical
system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all
EVs at all required EV spaces at a minimum of 40 amperes.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
Exceptions:
1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number
of EV capable spaces.
2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable
spaces, the number of EV capable spaces required may be reduced by a number equal to the number of
EV chargers installed.
Notes:
a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating
future EV charging.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more
sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical
system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all
EVs at all required EV spaces at a minimum of 40 amperes.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of
parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be
reduced by a number equal to the number of EV chargers installed over the five (5) percent required.
Notes:
a.Construction documents shall show locations of future EV spaces.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE.
Where common use parking is provided, at least one EV charger shall be located in the common use parking
area and shall be available for use by all residents or guests.
When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required,
an automatic load management system (ALMS) may be used to reduce the maximum required electrical
capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers
shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS)
served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall
have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical
capacity to the required EV capable spaces.
4.106.4.2.2.1 Electric vehicle charging stations (EVCS).
Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1.
Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels
shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable
requirements.
4.106.4.2.2.1.1 Location.
EVCS shall comply with at least one of the following options:
1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of
the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space.
2.The charging space shall be located on an accessible route, as defined in the California Building Code,
Chapter 2, to the building.
Exception: Electric vehicle charging stations designed and constructed in compliance with the California
Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section
4.106.4.2.2.1.2, Item 3.
4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions.
The charging spaces shall be designed to comply with the following:
1.The minimum length of each EV space shall be 18 feet (5486 mm).
2.The minimum width of each EV space shall be 9 feet (2743 mm).
3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum
aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is
12 feet (3658 mm).
a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083
percent slope) in any direction.
4.106.4.2.2.1.3 Accessible EV spaces.
In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall
comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready
spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section
1109A.
4.106.4.2.3 EV space requirements.
1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch
circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall
originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close
proximity to the location or the proposed location of the EV space. Construction documents shall identify the
raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall
have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device
installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device.
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space, at the time of original
construction in accordance with the California Electrical Code.
2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the
location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide
information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and
electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required
raceways and related components that are planned to be installed underground, enclosed, inaccessible or in
concealed areas and spaces shall be installed at the time of original construction.
SECTION 4.501 GENERAL
4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous,
irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.
SECTION 4.502 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door
cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and
medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood,
structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated
wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section
93120.1.
DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for
combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
4.201 GENERAL
4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy
Commission will continue to adopt mandatory standards.
DIVISION 4.2 ENERGY EFFICIENCY
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)
Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space at the time of original
construction in accordance with the California Electrical Code.
4.106.4.2.4 Identification.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for
future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
4.106.4.2.5 Electric Vehicle Ready Space Signage.
Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans
Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its
successor(s).
4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing
multifamily buildings.
When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or
altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or
altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE.
Notes:
1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future
EV charging.
2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.
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ISSUANCE
Designed plans and specifications
represented by these drawings are
properties of BPDO and were
developed for use in connection with
each particular project. None of these
plans and ideas shall be used,
duplicated, disclosed, in part or in
whole, without written permission of
BPDO.
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2024.06.25 PLANNING SUBMITTAL
2024.08.06 CYCLE 1 SUBMITTAL
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a
compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to
hundredths of a gram (g O³/g ROC).
Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700
and 94701.
MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.
PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this
article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of
product (excluding container and packaging).
Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings
with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).
4.503 FIREPLACES
4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed
woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as
applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves,
pellet stoves and fireplaces shall also comply with applicable local ordinances.
4.504 POLLUTANT CONTROL
4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING
CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final
startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component
openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to
reduce the amount of water, dust or debris which may enter the system.
4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section.
4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the
requirements of the following standards unless more stringent local or regional air pollution or air quality
management district rules apply:
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks
shall comply with local or regional air pollution control or air quality management district rules where
applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable.
Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic
compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and
tricloroethylene), except for aerosol products, as specified in Subsection 2 below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in
units of product, less packaging, which do not weigh more than 1 pound and do not consist of more
than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17,
commencing with section 94507.
4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of
the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits
apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories
listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss
coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources
Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in
Table 4.504.3 shall apply.
4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR
Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic
compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of
Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air
Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation
8, Rule 49.
4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the
enforcing agency. Documentation may include, but is not limited to, the following:
1. Manufacturer's product specification.
2. Field verification of on-site product containers.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper
installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or
certification program. Uncertified persons may perform HVAC installations when under the direct supervision and
responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.
Examples of acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the
responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or
other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence
to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to
other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be
considered by the enforcing agency when evaluating the qualifications of a special inspector:
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building
performance contractors, and home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
homes in California according to the Home Energy Rating System (HERS).
[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall
employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with
this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the
particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a
recognized state, national or international association, as determined by the local agency. The area of certification
shall be closely related to the primary job function, as determined by the local agency.
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not
limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other
methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific
documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in
the appropriate section or identified applicable checklist.
4.505 INTERIOR MOISTURE CONTROL
4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code.
4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by
California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the
California Residential Code, Chapter 5, shall also comply with this section.
4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the
following:
1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with
a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding,
shrinkage, and curling, shall be used. For additional information, see American Concrete Institute,
ACI 302.2R-06.
2. Other equivalent methods approved by the enforcing agency.
3. A slab design specified by a licensed design professional.
4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage
shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent
moisture content. Moisture content shall be verified in compliance with the following:
1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent
moisture verification methods may be approved by the enforcing agency and shall satisfy requirements
found in Section 101.8 of this code.
2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end
of each piece verified.
3. At least three random moisture readings shall be performed on wall and floor framing with documentation
acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.
Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to
enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying
recommendations prior to enclosure.
4.506 INDOOR AIR QUALITY AND EXHAUST
4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the
following:
1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a
humidity control.
a. Humidity controls shall be capable of adjustment between a relative humidity range less than or
equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of
adjustment.
b. A humidity control may be a separate component to the exhaust fan and is not required to be
integral (i.e., built-in)
Notes:
1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or
tub/shower combination.
2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.
4.507 ENVIRONMENTAL COMFORT
4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be
sized, designed and have their equipment selected using the following methods:
1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential
Load Calculation), ASHRAE handbooks or other equivalent design software or methods.
2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems),
ASHRAE handbooks or other equivalent design software or methods.
3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential
Equipment Selection), or other equivalent design software or methods.
Exception: Use of alternate design temperatures necessary to ensure the system functions are
acceptable.
TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(Less Water and Less Exempt Compounds in Grams per Liter)
ARCHITECTURAL APPLICATIONS VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVE 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT LISTED 50
SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD 30
FIBERGLASS 80
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER,
THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE
THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR
QUALITY MANAGEMENT DISTRICT RULE 1168.
TABLE 4.504.2 - SEALANT VOC LIMIT
(Less Water and Less Exempt Compounds in Grams per Liter)
SEALANTS VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420
SEALANT PRIMERS
ARCHITECTURAL
NON-POROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
TABLE 4.504.5 - FORMALDEHYDE LIMITS1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED
BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL
MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE
WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF.
CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH
93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM
THICKNESS OF 5/16" (8 MM).
TABLE 4.504.3 - VOC CONTENT LIMITS FOR
ARCHITECTURAL COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT
COMPOUNDS
COATING CATEGORY VOC LIMIT
FLAT COATINGS 50
NON-FLAT COATINGS 100
NONFLAT-HIGH GLOSS COATINGS 150
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS)500
HIGH TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS
CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS &
UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER &
EXEMPT COMPOUNDS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS
ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY
THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS
SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS
AVAILABLE FROM THE AIR RESOURCES BOARD.
DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)
4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California
Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions
from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for
California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the
California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017
(Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.
4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving
resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the
Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"
Version 1.2, January 2017 (Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard
composite wood products used on the interior or exterior of the buildings shall meet the requirements for
formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.),
by or before the dates specified in those sections, as shown in Table 4.504.5
4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested
by the enforcing agency. Documentation shall include at least one of the following:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see
CCR, Title 17, Section 93120, et seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered
Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA
0121, CSA 0151, CSA 0153 and CSA 0325 standards.
5. Other methods acceptable to the enforcing agency.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
GREEN BUILDING
NOTES
G3.0
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REMODEL / ADDITION
STRUCTURAL CALCULATIONS FOR RESIDENCE AT:
1025 W Carlton Pl, Santa Ana, CA 92707
8/1/2024
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REMODEL / ADDITION Job#: 2496
Date: 8/1/2024
ROOF:SHINGLE
Slope 4:12
Live Load 20 psf
Roof'g Material 2 psf
Sheathing 2.0 psf
Trusses / Rafters 2.0 psf
Ceiling Joists 2.0 psf
Drywall 2.0 psf
Sprinkler 0.5 psf
Solar 4.0 psf
Miscellaneous 0.5 psf
Total D.L.15 psf
Total Load 35 psf
EXTERIOR WALL:INTERIOR WALL:
EXTERIOR:9 DRYWALL:3
DRYWALL:3.0 DRYWALL:3.0
STUDS:2.0 STUDS:2.0
MISC.:1.0 MISC.:2.0
DL=15.0 PSF DL=10.0 PSF
LOADING CONDITIONS
REMODEL/ADDITION
Member Name Results (Max UTIL %)Current Solution Comments
2x6 R.R. @16" O.C. (MAX
L=11'-9")
Passed (97% ΔT)1 piece(s) 2 x 6 DF No.2 @ 16" OC
2X6 C.J. @ 16" O.C. (MAX
L=17'-3")
Passed (100% ΔT)1 piece(s) 2 x 6 DF No.2 @ 16" OC
BEAM 1: 4x10 CLG BM Passed (65% M)1 piece(s) 4 x 10 DF No.2
BEAM 2: 2-2x10 HIP BM Passed (52% R)2 piece(s) 2 x 10 DF No.2
BEAM 3: 2-2x10 HIP BM Passed (50% R)2 piece(s) 2 x 10 DF No.2
BEAM 4: 4x10 CLG BM Passed (64% M)1 piece(s) 4 x 10 DF No.2
BEAM 5: 4x8 CLG BM Passed (35% V)1 piece(s) 4 x 8 DF No.2
BEAM 6: 2-2x10 HIP BM Passed (95% M)2 piece(s) 2 x 10 DF No.2
BEAM 7: 2-2x10 HIP BM Passed (86% M)2 piece(s) 2 x 12 DF No.2
BEAM 8: 3 1/2" x 11 7/8" LSL
CLG BM
Passed (81% R)1 piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand® LSL
BEAM 9: 2-2x10 HIP BM.Passed (26% M)2 piece(s) 2 x 10 DF No.2
BEAM 10: 4x12 (D.F.#1) CLG BM.Passed (72% M)1 piece(s) 4 x 12 DF No.1
BEAM 11: 4x12 (D.F.#1) CLG BM.Passed (37% M)1 piece(s) 4 x 12 DF No.1
BEAM 12: 3 1/2" x 9 1/2" LSL
CLG BM.
Passed (97% ΔT)1 piece(s) 3 1/2" x 9 1/2" 1.55E TimberStrand® LSL
BEAM 13: 4x10 CLG BM.Passed (93% M)1 piece(s) 4 x 10 DF No.2
BEAM 14: 2-2x10 HIP BM.Passed (34% R)2 piece(s) 2 x 10 DF No.2
BEAM 15: 2-2x10 HIP BM.Passed (9% R)2 piece(s) 2 x 10 DF No.2
BEAM 16: 2-2x10 HIP BM.Passed (29% M)2 piece(s) 2 x 10 DF No.2
BEAM 17: 4x12 (D.F.#1) CLG BM.Passed (44% M)1 piece(s) 4 x 12 DF No.1
BEAM 18: 4x 8CLG BM.Passed (15% M)1 piece(s) 4 x 8 DF No.2
2x6 F.J. @ 16" O.C.Passed (102% ΔL)1 piece(s) 2 x 6 DF No.2 @ 16" OC
4x8 GRIDER BEAM.Passed (80% M)1 piece(s) 4 x 8 DF No.2
2496-1025 W Carlton Pl, Santa Ana, CA 92707
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 1 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)281 @ 2 1/2"2231 (3.50")Passed (13%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)250 @ 8 11/16"1238 Passed (20%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)879 @ 6' 8"1060 Passed (83%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.558 @ 6' 8"0.681 Passed (L/293)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.881 @ 6' 8"0.908 Passed (L/185)--1.0 D + 1.0 Lr (All Spans)
Member Length : 14' 2 1/2"
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 4/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•A 15% increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Beveled Plate - SPF 3.50"3.50"1.50"103 178 281 Blocking
2 - Beveled Plate - SPF 3.50"3.50"1.50"103 178 281 Blocking
•Maximum allowable bracing intervals based on applied load.
•Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 5" o/c
Bottom Edge (Lu)14' 1" o/c
Dead Roof Live
Vertical Load Location (Side)Spacing (0.90)(1.25)Comments
1 - Uniform (PSF)0 to 13' 4"16"11.0 20.0 Roof rafter
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, 2x6 R.R. @16" O.C. (MAX L=11'-9")
1 piece(s) 2 x 6 DF No.2 @ 16" OC
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 2 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)166 @ 2 1/2"2231 (3.50")Passed (7%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)152 @ 9"1238 Passed (12%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)708 @ 8' 11"1060 Passed (67%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.830 @ 8' 11"0.871 Passed (L/252)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)1.161 @ 8' 11"1.161 Passed (L/180)--1.0 D + 1.0 Lr (All Spans)
Member Length : 17' 10"
System : Ceiling
Member Type : Attic Joist
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•A 15% increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"48 119 166 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"48 119 166 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)10' 5" o/c
Bottom Edge (Lu)17' 10" o/c
• Only vertical loads are available for Attic Joist member types. No tension loading will be considered in the design for these members.
Dead Roof Live
Vertical Load Location (Side)Spacing (0.90)(1.25)Comments
1 - Uniform (PSF)0 to 17' 10"16"4.0 10.0 Default Load
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, 2X6 C.J. @ 16" O.C. (MAX L=17'-3")
1 piece(s) 2 x 6 DF No.2 @ 16" OC
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 3 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1142 @ 12' 2"3533 (2.38")Passed (32%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)1073 @ 11' 3 1/4"4856 Passed (22%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)3634 @ 6' 5 5/8"5615 Passed (65%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.161 @ 6' 2 3/4"0.600 Passed (L/894)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.253 @ 6' 2 3/4"0.800 Passed (L/569)--1.0 D + 1.0 Lr (All Spans)
Member Length : 12' 1 3/4"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"2.38"1.50"396 692 1087 1 1/8" Rim Board
2 - Stud wall - SPF 3.50"2.38"1.50"417 730 1147 1 1/8" Rim Board
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)12' 2" o/c
Bottom Edge (Lu)12' 2" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)1 1/8" to 12' 2 7/8"N/A 8.2 --
1 - Tapered (PSF)0 to 10' 10" (Front)1' 9" to 6' 3"11.3 20.0 (E) R.R.
2 - Uniform (PSF)0 to 12' 4" (Front)4' 6"4.0 10.0 (N) C.J.
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 1: 4x10 CLG BM
1 piece(s) 4 x 10 DF No.2
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 4 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2305 @ 8' 8 1/4"4463 (3.50")Passed (52%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)1197 @ 7' 9 1/4"4163 Passed (29%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)1994 @ 3' 6 11/16"4412 Passed (45%)1.25 1.0 D + 1.0 Lr (Alt Spans)
Live Load Defl. (in)0.047 @ 4' 1 1/4"0.426 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans)
Total Load Defl. (in)0.071 @ 4' 3/4"0.568 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans)
Member Length : 18' 2"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"2.25"1.50"469 814 1283 1 1/4" Rim Board
2 - Stud wall - SPF 3.50"3.50"1.81"885 1420 2305 None
3 - Stud wall - SPF 3.50"2.25"1.50"76 130 206 1 1/4" Rim Board
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)18' 2" o/c
Bottom Edge (Lu)18' 2" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)1 1/4" to 18' 3 1/4"N/A 7.0 --
1 - Tapered (PSF)0 to 18' 4 1/2" (Front)6' 3" to 0 11.3 20.0 (N) ROOF RAFTER
2 - Tapered (PSF)0 to 18' 4 1/2" (Front)6' 3" to 0 11.3 20.0 (N) ROOF RAFTER
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 2: 2-2x10 HIP BM
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 5 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2244 @ 9' 8 1/4"4463 (3.50")Passed (50%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)1120 @ 8' 9 1/4"4163 Passed (27%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)-2089 @ 9' 8 1/4"4412 Passed (47%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.055 @ 4' 6 3/16"0.476 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans)
Total Load Defl. (in)0.085 @ 4' 5 3/4"0.635 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans)
Member Length : 18' 2"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"2.25"1.50"405 689 1094 1 1/4" Rim Board
2 - Stud wall - SPF 3.50"3.50"1.76"862 1381 2244 None
3 - Stud wall - SPF 3.50"2.25"1.50"136 254 391 1 1/4" Rim Board
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)18' 2" o/c
Bottom Edge (Lu)18' 2" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)1 1/4" to 18' 3 1/4"N/A 7.0 --
1 - Tapered (PSF)0 to 18' 4 1/2" (Front)6' 3" to 0 11.3 20.0 (N) ROOF RAFTER
2 - Uniform (PSF)0 to 18' 4 1/2" (Front)3'11.3 20.0 (N) ROOF RAFTER
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 3: 2-2x10 HIP BM
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 6 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2153 @ 14' 2"5206 (3.50")Passed (41%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)2144 @ 13' 3 1/4"4856 Passed (44%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)3574 @ 12' 6"5615 Passed (64%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.144 @ 8' 1 3/4"0.700 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.247 @ 8' 3/4"0.933 Passed (L/681)--1.0 D + 1.0 Lr (All Spans)
Member Length : 14' 4"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"163 179 342 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"829 1324 2153 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)14' 4" o/c
Bottom Edge (Lu)14' 4" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 14' 4"N/A 8.2 --
1 - Point (lb)12' 6" (Front)N/A 469 814 HIP BEAM 2
2 - Point (lb)12' 6" (Front)N/A 405 689 HIP BEAM 3
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 4: 4x10 CLG BM
1 piece(s) 4 x 10 DF No.2
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 7 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1778 @ 2"5206 (3.50")Passed (34%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)1346 @ 10 3/4"3806 Passed (35%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)1035 @ 9"3737 Passed (28%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.005 @ 1' 8 1/8"0.162 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.008 @ 1' 8 1/8"0.217 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Member Length : 3' 7"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"692 1086 1778 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"160 238 398 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 7" o/c
Bottom Edge (Lu)3' 7" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 3' 7"N/A 6.4 --
1 - Point (lb)9" (Front)N/A 829 1324 BEAM 4
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 5: 4x8 CLG BM
1 piece(s) 4 x 8 DF No.2
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 8 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3426 @ 5' 5 1/4"4463 (3.50")Passed (77%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)1744 @ 6' 4 1/4"4163 Passed (42%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)-4184 @ 5' 5 1/4"4412 Passed (95%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.193 @ 12' 8 5/16"0.664 Passed (L/826)--1.0 D + 1.0 Lr (Alt Spans)
Total Load Defl. (in)0.308 @ 12' 8 7/16"0.885 Passed (L/517)--1.0 D + 1.0 Lr (Alt Spans)
Member Length : 18' 8"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•-289 lbs uplift at support located at 2". Strapping or other restraint may be required.
•Applicable calculations are based on NDS.
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"2.25"1.50"-36 174/-253 137/-289 1 1/4" Rim Board
2 - Stud wall - SPF 3.50"3.50"2.69"1301 2125 3426 None
3 - Stud wall - SPF 3.50"2.25"1.50"525 865 1390 1 1/4" Rim Board
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)9' 6" o/c
Bottom Edge (Lu)4' 10" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)1 1/4" to 18' 9 1/4"N/A 7.0 --
1 - Uniform (PSF)0 to 18' 10 1/2" (Front)3'11.3 20.0 (N) ROOF RAFTER
2 - Uniform (PSF)0 to 18' 10 1/2" (Front)4' 9"11.3 20.0 (N) ROOF RAFTER
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 6: 2-2x10 HIP BM
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 9 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1619 @ 2"2869 (2.25")Passed (56%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)1336 @ 1' 2 3/4"5063 Passed (26%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)5109 @ 6' 6 1/2"5933 Passed (86%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.162 @ 6' 6 1/2"0.637 Passed (L/945)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.262 @ 6' 6 1/2"0.850 Passed (L/583)--1.0 D + 1.0 Lr (All Spans)
Member Length : 12' 10 1/2"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"2.25"1.50"630 1014 1644 1 1/4" Rim Board
2 - Stud wall - SPF 3.50"2.25"1.50"630 1014 1644 1 1/4" Rim Board
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 2" o/c
Bottom Edge (Lu)12' 11" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)1 1/4" to 12' 11 3/4"N/A 8.6 --
1 - Uniform (PSF)0 to 13' 1" (Front)3'11.3 20.0 (N) ROOF RAFTER
2 - Uniform (PSF)0 to 13' 1" (Front)4' 9"11.3 20.0 (N) ROOF RAFTER
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 7: 2-2x10 HIP BM
2 piece(s) 2 x 12 DF No.2
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 10 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4239 @ 2"5206 (3.50")Passed (81%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)3904 @ 1' 3 3/8"10737 Passed (36%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)14243 @ 4'19941 Passed (71%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.388 @ 6' 6 7/8"0.663 Passed (L/410)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.630 @ 6' 6 15/16"0.883 Passed (L/252)--1.0 D + 1.0 Lr (All Spans)
Member Length : 13' 7"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"2.85"1621 2618 4239 Blocking
2 - Stud wall - SPF 3.50"3.50"2.27"1304 2069 3373 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)13' 7" o/c
Bottom Edge (Lu)13' 7" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 13' 7"N/A 13.0 --
1 - Tapered (PSF)0 to 3' (Front)6' 3" to 4' 9"11.3 20.0 (E) ROOF RAFTER
2 - Uniform (PSF)3' to 13' 7" (Front)4' 9"11.3 20.0 (E) ROOF RAFTER
3 - Uniform (PSF)0 to 13' 7" (Front)4' 6"4.0 10.0 (N) CEILING JOIST
4 - Point (lb)4' (Front)N/A 1260 2028 BEAM 7
5 - Point (lb)10' (Front)N/A 487 712 HIP BEAM 16
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 8: 3 1/2" x 11 7/8" LSL CLG BM
1 piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 11 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)850 @ 2"4463 (3.50")Passed (19%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)539 @ 1' 3/4"4163 Passed (13%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)1143 @ 3' 1 3/4"4412 Passed (26%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.016 @ 3' 3 1/16"0.313 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.025 @ 3' 3 1/16"0.417 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Member Length : 6' 7"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"322 528 850 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"263 425 688 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 7" o/c
Bottom Edge (Lu)6' 7" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 6' 7"N/A 7.0 --
1 - Tapered (PSF)0 to 6' 7" (Front)5' to 6"11.3 20.0 (N) ROOF RAFTER
2 - Uniform (PSF)0 to 6' 7" (Front)4' 6"11.3 20.0 (N) ROOF RAFTER
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 9: 2-2x10 HIP BM.
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 12 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2288 @ 2"5206 (3.50")Passed (44%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)2189 @ 1' 2 3/4"5906 Passed (37%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)6123 @ 3' 1 1/8"8459 Passed (72%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.050 @ 3' 10 1/2"0.387 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.082 @ 3' 10 1/2"0.517 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Member Length : 8' 1"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.54"897 1391 2288 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"650 996 1646 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 1" o/c
Bottom Edge (Lu)8' 1" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 8' 1"N/A 10.0 --
1 - Point (lb)3' (Front)N/A 630 1014 HIP BEAM 7
2 - Point (lb)3' 9" (Front)N/A 322 528 HIP BEAM 9
3 - Point (lb)3' (Front)N/A 154 241 HIP BEAM 15
4 - Point (lb)3' 9" (Front)N/A 154 241 HIP BEAM 15
5 - Uniform (PSF)0 to 8' 1" (Front)2' 3"11.3 20.0 (N) R.R.
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 10: 4x12 (D.F.#1) CLG BM.
1 piece(s) 4 x 12 DF No.1
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 13 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1232 @ 2"5206 (3.50")Passed (24%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)1219 @ 1' 2 3/4"5906 Passed (21%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)3102 @ 10' 3"8459 Passed (37%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.091 @ 7' 11 5/8"0.762 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.168 @ 8' 1/16"1.017 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Member Length : 15' 7"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"461 771 1232 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"304 324 628 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)15' 7" o/c
Bottom Edge (Lu)15' 7" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 15' 7"N/A 10.0 --
1 - Point (lb)1' 3" (Front)N/A 263 425 HIP BEAM 9
2 - Point (lb)1' 3" (Front)N/A 36 253 HIP BEAM 6
3 - Point (lb)10' 3" (Front)N/A 310 417 HIP BEAM 14
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 11: 4x12 (D.F.#1) CLG BM.
1 piece(s) 4 x 12 DF No.1
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 14 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2143 @ 2"5206 (3.50")Passed (41%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)2010 @ 1' 1"8590 Passed (23%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)10978 @ 6' 6"13027 Passed (84%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.571 @ 7' 9/16"0.700 Passed (L/294)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.901 @ 7' 9/16"0.933 Passed (L/186)--1.0 D + 1.0 Lr (All Spans)
Member Length : 14' 4"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"774 1369 2143 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"690 1234 1923 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)14' 4" o/c
Bottom Edge (Lu)14' 4" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 14' 4"N/A 10.4 --
1 - Point (lb)6' 6" (Front)N/A 885 1420 HIP BEAM 2
2 - Uniform (PSF)0 to 14' 4" (Front)7' 6"4.0 11.0 CEILING JOIST
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 12: 3 1/2" x 9 1/2" LSL CLG BM.
1 piece(s) 3 1/2" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 15 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1670 @ 7' 11"5206 (3.50")Passed (32%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)1541 @ 7' 1/4"4856 Passed (32%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)5237 @ 4' 3"5615 Passed (93%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.081 @ 4' 7/8"0.387 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.128 @ 4' 7/8"0.517 Passed (L/727)--1.0 D + 1.0 Lr (All Spans)
Member Length : 8' 1"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"562 987 1549 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"609 1061 1670 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 1" o/c
Bottom Edge (Lu)8' 1" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 8' 1"N/A 8.2 --
1 - Point (lb)4' 3" (Front)N/A 862 1381 HIP BEAM 3
2 - Uniform (PSF)0 to 8' 1" (Front)7' 6"4.0 11.0 CEILING JOST
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 13: 4x10 CLG BM.
1 piece(s) 4 x 10 DF No.2
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 16 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1507 @ 16' 5 3/4"4463 (3.50")Passed (34%)--1.0 D + 1.0 Lr (Adj Spans)
Shear (lbs)609 @ 17' 4 3/4"4163 Passed (15%)1.25 1.0 D + 1.0 Lr (Adj Spans)
Moment (Ft-lbs)-1196 @ 16' 5 3/4"4412 Passed (27%)1.25 1.0 D + 1.0 Lr (Adj Spans)
Live Load Defl. (in)0.024 @ 10' 9 11/16"0.565 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans)
Total Load Defl. (in)0.040 @ 10' 9 11/16"0.753 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans)
Member Length : 18' 8"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•-447 lbs uplift at support located at 18' 6". Strapping or other restraint may be required.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"-29 -74 -104 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"310 417 727 None
3 - Stud wall - SPF 3.50"3.50"1.50"604 903 1507 None
4 - Stud wall - SPF 3.50"3.50"1.50"-158 -289 -447 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)18' 8" o/c
Bottom Edge (Lu)18' 8" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 18' 8"N/A 7.0 --
1 - Tapered (PSF)0 to 18' 8" (Front)0 to 5' 6"11.6 20.0 (N) ROOF RAFTER
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 14: 2-2x10 HIP BM.
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 17 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)395 @ 2"4463 (3.50")Passed (9%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)179 @ 1' 3/4"4163 Passed (4%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)336 @ 2' 2 9/16"4412 Passed (8%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.003 @ 2' 5 15/16"0.237 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.004 @ 2' 5 15/16"0.317 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Member Length : 5' 1"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"154 241 395 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"83 115 197 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 1" o/c
Bottom Edge (Lu)5' 1" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 5' 1"N/A 7.0 --
1 - Tapered (PSF)0 to 5' 1" (Front)2' 6" to 0 11.3 20.0 (N) ROOF RAFTER
2 - Tapered (PSF)0 to 5' 1" (Front)4' 6" to 0 11.3 20.0 (N) ROOF RAFTER
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 15: 2-2x10 HIP BM.
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 18 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1199 @ 11' 8 1/4"4463 (3.50")Passed (27%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)600 @ 10' 9 1/4"4163 Passed (14%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)-1270 @ 11' 8 1/4"4412 Passed (29%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.043 @ 5' 4 13/16"0.576 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans)
Total Load Defl. (in)0.071 @ 5' 4 11/16"0.768 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans)
Member Length : 16' 7 1/2"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"199 292 491 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"487 712 1199 None
3 - Stud wall - SPF 3.50"3.50"1.50"-3 69/-76 66/-80 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)16' 8" o/c
Bottom Edge (Lu)16' 8" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 16' 7 1/2"N/A 7.0 --
1 - Uniform (PSF)0 to 16' 7 1/2" (Front)3'11.3 20.0 (N) ROOF RAFTER
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 16: 2-2x10 HIP BM.
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 19 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1296 @ 15' 5"5206 (3.50")Passed (25%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)1284 @ 14' 4 1/4"5906 Passed (22%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)3734 @ 12' 6"8459 Passed (44%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.091 @ 8' 9 1/2"0.762 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.169 @ 8' 8 3/16"1.017 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Member Length : 15' 7"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"193 173 366 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"566 730 1296 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)15' 7" o/c
Bottom Edge (Lu)15' 7" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 15' 7"N/A 10.0 --
1 - Point (lb)12' 6" (Front)N/A 604 903 HIP BEAM 14
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 17: 4x12 (D.F.#1) CLG BM.
1 piece(s) 4 x 12 DF No.1
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 20 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)318 @ 2"5206 (3.50")Passed (6%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)312 @ 10 3/4"3806 Passed (8%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)570 @ 2'3737 Passed (15%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.006 @ 2' 5 3/4"0.237 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.010 @ 2' 5 13/16"0.317 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Member Length : 5' 1"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"139 179 318 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"93 113 206 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 1" o/c
Bottom Edge (Lu)5' 1" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 5' 1"N/A 6.4 --
1 - Point (lb)2' (Front)N/A 199 292 HIP BEAM 16
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, BEAM 18: 4x 8CLG BM.
1 piece(s) 4 x 8 DF No.2
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 21 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)322 @ 2 1/2"1434 (2.25")Passed (22%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)277 @ 9"990 Passed (28%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)702 @ 4' 8"848 Passed (83%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.228 @ 4' 8"0.223 Passed (L/469)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.302 @ 4' 8"0.446 Passed (L/354)--1.0 D + 1.0 L (All Spans)
TJ-Pro™ Rating N/A N/A N/A --N/A
Member Length : 9' 1 1/2"
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•A 15% increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NDS.
•No composite action between deck and joist was considered in analysis.
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Factored Accessories
1 - Stud wall - SPF 3.50"2.25"1.50"81 249 330 1 1/4" Rim Board
2 - Stud wall - SPF 3.50"2.25"1.50"81 249 330 1 1/4" Rim Board
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)9' 2" o/c
Bottom Edge (Lu)9' 2" o/c
Dead Floor Live
Vertical Load Location (Side)Spacing (0.90)(1.00)Comments
1 - Uniform (PSF)0 to 9' 4"16"13.0 40.0 FLOOR JOIST
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, 2x6 F.J. @ 16" O.C.
1 piece(s) 2 x 6 DF No.2 @ 16" OC
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 22 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1432 @ 2"5206 (3.50")Passed (28%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1083 @ 10 3/4"3045 Passed (36%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2393 @ 3' 8"2989 Passed (80%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.088 @ 3' 8"0.233 Passed (L/954)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.119 @ 3' 8"0.350 Passed (L/708)--1.0 D + 1.0 L (All Spans)
Member Length : 7' 4"
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"369 1063 1432 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"369 1063 1432 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 4" o/c
Bottom Edge (Lu)7' 4" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Floor Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 7' 4"N/A 6.4 --
1 - Uniform (PSF)0 to 7' 4" (Front)7' 3"13.0 40.0 FLOOR JOIST
Member Notes
(converted from: Floor Flush Beam)
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
REMODEL/ADDITION, 4x8 GRIDER BEAM.
1 piece(s) 4 x 8 DF No.2
ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC
Alex Chang
N/A
(657) 331-1935
alex.engineer2223@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707
Page 23 / 23
ROOF SHEARWALL LAYOUT
1Y
1X
A
1 2
B
C
2X
2Y
1 3
SECTION :1X
Number of Story :1 Section width :15(ft)Section length :35.25(ft)
Base height :0(ft)Slope roof height :11.25(ft)Gable mean roof height :9.5(ft)
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Plate height :FIRST FLOOR = 8(ft)
Coefficients :Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 47.75(ft), L = 45(ft), H = 9.5(ft)-->L/B = 0.94, H/L = 0.21
Wall coefficient :Cpw = 0.8, Cpl = -0.5, Roof coefficient :Cpw = (-0.03;-0.54), Cpl = -0.46
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
(z, Kz, qz, P) :(15, 0.85, 22.35, 24.7) ; (15, 0.85, 22.35, 9.5)
WIND LOAD :FIRST FLOOR = 70.5(plf)
SEISMIC :Light frame wood-->Rx = 6.5, Site class :D, SDS = 2FaSs/3 =1.03, SD1 = 2FvS1/3 =0.461,
Seismic design category :D, I = 1, V = SDS*I*W/(1.4*Rx) = 1.03*1*W/(1.4*6.5) = 0.1132*W
FIRST FLOOR
Roof 15*38.25 = 573.75 PLF
Wall 15*2*4 + 10*2*4 = 200 PLF
Shear = 0.1132(573.75+200) = 0.1132*773.75 = 87.59 PLF
Total Seismic Load = 87.58 = 87.58 PLF
Redistrib: 773.75*8 = 6190
SHEAR FIRST FLOOR = 87.58*773.75*8/6190 = 87.58 PLF
FIRST FLOOR 87.58(plf)-->SEISMIC GOVERN
SECTION :1Y
Number of Story :1 Section width :35.25(ft)Section length :15(ft)
Base height :0(ft)Slope roof height :11.25(ft)Gable mean roof height :9.5(ft)
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Plate height :FIRST FLOOR = 8(ft)
Coefficients :Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 45(ft), L = 47.75(ft), H = 9.5(ft)-->L/B = 1.06, H/L = 0.2
Wall coefficient :Cpw = 0.8, Cpl = -0.49, Roof coefficient :Cpw = (-0.03;-0.54), Cpl = -0.46
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
(z, Kz, qz, P) :(15, 0.85, 22.35, 24.47) ; (15, 0.85, 22.35, 9.27)
WIND LOAD :FIRST FLOOR = 69.57(plf)
SEISMIC :Light frame wood-->Ry = 6.5, Site class :D, SDS = 2FaSs/3 =1.03, SD1 = 2FvS1/3 =0.461,
Seismic design category :D, I = 1, V = SDS*I*W/(1.4*Ry) = 1.03*1*W/(1.4*6.5) = 0.1132*W
FIRST FLOOR
Roof 15*16.5 = 247.5 PLF
Wall 15*4*4 + 10*3*4 = 360 PLF
Shear = 0.1132(247.5+360) = 0.1132*607.5 = 68.77 PLF
Total Seismic Load = 68.76 = 68.76 PLF
Redistrib: 607.5*8 = 4860
SHEAR FIRST FLOOR = 68.76*607.5*8/4860 = 68.76 PLF
FIRST FLOOR 69.57(plf)-->WIND GOVERN
SECTION :2X
Number of Story :1 Section width :30(ft)Section length :47.75(ft)
Base height :0(ft)Slope roof height :11.25(ft)Gable mean roof height :9.5(ft)
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Plate height :FIRST FLOOR = 8(ft)
Coefficients :Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 47.75(ft), L = 45(ft), H = 9.5(ft)-->L/B = 0.94, H/L = 0.21
Wall coefficient :Cpw = 0.8, Cpl = -0.5, Roof coefficient :Cpw = (-0.03;-0.54), Cpl = -0.46
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
(z, Kz, qz, P) :(15, 0.85, 22.35, 24.7) ; (15, 0.85, 22.35, 24.7)
WIND LOAD :FIRST FLOOR = 131.29(plf)
SEISMIC :Light frame wood-->Rx = 6.5, Site class :D, SDS = 2FaSs/3 =1.03, SD1 = 2FvS1/3 =0.461,
Seismic design category :D, I = 1, V = SDS*I*W/(1.4*Rx) = 1.03*1*W/(1.4*6.5) = 0.1132*W
FIRST FLOOR
Roof 15*50.75 = 761.25 PLF
Wall 15*3*4 + 10*2*4 = 260 PLF
Shear = 0.1132(761.25+260) = 0.1132*1021.25 = 115.61 PLF
Total Seismic Load = 115.59 = 115.59 PLF
Redistrib: 1021.25*8 = 8170
SHEAR FIRST FLOOR = 115.59*1021.25*8/8170 = 115.59 PLF
FIRST FLOOR 131.29(plf)-->WIND GOVERN
SECTION :2Y
Number of Story :1 Section width :47.75(ft)Section length :30(ft)
Base height :0(ft)Slope roof height :11.25(ft)Gable mean roof height :9.5(ft)
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Plate height :FIRST FLOOR = 8(ft)
Coefficients :Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 45(ft), L = 47.75(ft), H = 9.5(ft)-->L/B = 1.06, H/L = 0.2
Wall coefficient :Cpw = 0.8, Cpl = -0.49, Roof coefficient :Cpw = (-0.03;-0.54), Cpl = -0.46
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
(z, Kz, qz, P) :(15, 0.85, 22.35, 24.47) ; (15, 0.85, 22.35, 24.47)
WIND LOAD :FIRST FLOOR = 130.36(plf)
SEISMIC :Light frame wood-->Ry = 6.5, Site class :D, SDS = 2FaSs/3 =1.03, SD1 = 2FvS1/3 =0.461,
Seismic design category :D, I = 1, V = SDS*I*W/(1.4*Ry) = 1.03*1*W/(1.4*6.5) = 0.1132*W
FIRST FLOOR
Roof 15*31.5 = 472.5 PLF
Wall 15*2*4 + 10*1.5*4 = 180 PLF
Shear = 0.1132(472.5+180) = 0.1132*652.5 = 73.86 PLF
Total Seismic Load = 73.85 = 73.85 PLF
Redistrib: 652.5*8 = 5220
SHEAR FIRST FLOOR = 73.85*652.5*8/5220 = 73.85 PLF
FIRST FLOOR 130.36(plf)-->WIND GOVERN
Wall Sec.Sto.Wind Seismic Span Offset Wind Seismic
(#)(#)(#)v_(plf)v_(plf)(ft)(ft)V_(lb)V_(lb)
A :Wind = 528.75(lb), Seismic = 853.91(lb)
A 1X 1 70.5 87.6 15 528.8 656.9 l---------------15.0(ft)---------------l
B :Wind = 2498.1(lb), Seismic = 3107.91(lb)
B 2X 1 131.3 115.6 30 1969.4 1733.9 l---------------30.0(ft)---------------l
B 1X 1 70.5 87.6 15 528.8 656.9 l---------------15.0(ft)---------------l
1 :Wind = 1226.17(lb), Seismic = 1575.47(lb)
1 1Y 1 69.6 68.8 35.3 1226.2 1211.9 l---------------35.2(ft)---------------l
2 :Wind = 1226.17(lb), Seismic = 1575.47(lb)
2 1Y 1 69.6 68.8 35.3 1226.2 1211.9 l---------------35.2(ft)---------------l
Description
V_(lb)=v_(plf)*Span*Span/2/(Span+Offset)
Lateral
CITY OF SANTA ANA
Planning and Building Agency
Approved
FOR PERMIT ISSUANCE
Master ID:
Date:
Shear Wall (X-X Direction)
Line Story Section Span Wind Seismic H L v
###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf)
A 1 1X 15 70.5 87.58 0 0 8 5.75 148.51 A
B 1 2X 30 131.29 115.59 528.75 656.85 8 8 388.49 C
v(plf) = V/L
TypeAdded V (lb)
V2 = Seismic*Span/2 + Added Vseismic
Line shear V = Maximum(V1;V2)
V1 = Wind*Span/2 + Added Vwind
Shear Wall (Y-Y Direction)
Line Story Section Span Wind Seismic H L v
###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf)
1 1 1Y 35.25 69.57 68.76 0 0 8 7 225.07 B
2 1 1Y 35.25 69.57 68.76 0 0 8 5.25 300.09 B
Type
V1 = Wind*Span/2 + Added Vwind
v(plf) = V/L
Added V (lb)
Line shear V = Maximum(V1;V2)
V2 = Seismic*Span/2 + Added Vseismic
Roof OTM and Hold Down (Y-Y Direction)
Wall v_Wind v_Seismic L H OTM DL(plf)DL(plf)Trib(ft)Trib(ft)DL(psf)RM AddUplift UPLIFT Hold Down
#plf plf ft ft lb-ft roof floor roof floor wall lb-ft lb lb
6 8 20 4 15 2412.0 0.67
1 175.17 225.07 7 8 12603.9 15 2 15 3307.5 0.9 1328.06 HDU2
2 233.56 300.09 5.25 8 12603.8 15 2 15 1860.5 0.9 2046.35 HDU2
15 13 2 15 #VALUE!0.67
15 13 2 15 #VALUE!0.67 1012.00
15 1 10 #VALUE!0.67
15 1 10 #VALUE!0.67 550
15 1 10 #VALUE!0.67
15 1 10 #VALUE!0.67
15 8 10 #VALUE!0.67 283.8
20 2 15 #VALUE!0.67
15 1 15 #VALUE!0.67 727.00
15 1 15 #VALUE!0.67 547
15 8 15 #VALUE!0.67
15 8 15 #VALUE!0.67
13.00 10 18 1 10 6680.6 0.67
5.50 10 18 1 10 1195.8 0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
%
OTM = v X L X H
RM = ((DL roof or floor X Trib) + (DL wall X H)) X (L² / 2)
UPLIFT =((OTM - %RM) / L ) + AddUplift
% = 0.9 for Seismic % = 0.67 for Wind
Roof OTM and Hold Down (X-X Direction)
Wall v_Wind v_Seismic L H OTM DL(plf)DL(plf)Trib(ft)Trib(ft)DL(psf)RM AddUplift UPLIFT Hold Down
#plf plf ft ft lb-ft roof floor roof floor wall lb-ft lb lb
8 8 19 1 15 2980.2 0.67
A 91.96 148.51 5.75 8 6831.5 15 2 15 2231.7 0.9 799.96 HDU2
B 312.26 388.49 8 8 24863.4 15 2 15 4320.0 0.9 2567.92 HDU2
15 13 2 10 15 #VALUE!0.67
15 13 2 15 #VALUE!0.67
#VALUE!0.67
#VALUE!0.67
#VALUE!0.67
15 8 10 #VALUE!0.67
15 8 10 #VALUE!0.67 1781
15 8 10 #VALUE!0.67 1804
15 8 10 #VALUE!0.67
15 1 10 #VALUE!0.67
2 10 #VALUE!0.67
15 2 15 #VALUE!0.67
18 2 15 #VALUE!0.67
23 1 15 #VALUE!0.67
18 5 15 #VALUE!0.67
18 2 10 #VALUE!0.67
18 2 10 #VALUE!0.67
23 2 15 #VALUE!0.67
0.67
0.67
0.67
0.67
0.67
0.67
RM = ((DL roof or floor X Trib) + (DL wall X H)) X (L² / 2)
UPLIFT =((OTM - %RM) / L ) + AddUplift
% = 0.9 for Seismic % = 0.67 for Wind
%
OTM = v X L X H
FOUNDATION:
1500 psf
Trib Trib Wall Height
DL(psf)LL(psf)roof(ft)DL(psf)LL(psf)floor(ft)DL(psf)wall(ft)
15 20 14.5 10 9
Roof:(DL+LL)(Trib) =507.5 plf
Floor:(DL+LL)(Trib) =0 plf
Wall:DL (Height)=90 plf
597.5 plf
597.5 /(12"/12)=597.5 psf< 1500 psf
P(allowable)
P(allowable) = 5314.35 #
24
"
Allowable soil bearing value:
Roof Floor
use 12" wide cont. ftg w/ 2-#4 top & bott.
45
CITY OF S066TA A- NA
Planning and Building ncy
1W
Sp�tA 4,f4
G
Certificate of Compliance
Payment of School Facility Fees
Santa Ana Unified School District
Approved
FOR PERMIT 5MUCE
Master ID:
Name (First, MI, Last) Telephone '
Project Address Tmct/Parcel Number
cgs CSZ4 inn 0
, St`atte, Zip Code
Contactor/ArchitectfEngincer
Name (First, MI, Last) I Telephone
Use of Building (check) Type of Project (check)
Residentii4 Commercial ❑ Senior Housing ❑ New ❑ Additif2�4 Alteration ❑
Description of Project
ram'
Number of Square Feet of
Residential Space Sq.Ft x $ Total
(Dev. Fee)
Number of Square Feet of
Commercial Space Sq.Ft x $,
(Dev. Fee)
Total $
The above representations as to square footage are true. Applicant agrees that if it is later determined that such
representations are not true, then this certificate shall automatically terminate, and the appropriate City/County shall be
notified. Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to
Government Code Section 53080 must do so within 90 days from the payment of the fee.
17 �� z
Ap cant Nfime (Please nt) Date
c_1� ` /
Signat re
This certifies that the above -named Applicant has paid school facility fees in compliance with all existing and applicable
sections of the Government Code and Education Code.
Santa An nified School District Authorized Representative Date
DISTRIBUTION
While - City/Connry
Canary -Applicant
Pink - Facilities