|
(E) FP
<br />(E) LIVING ROOM
<br />(E) MASTER BEDROOM
<br />(E) BEDROOM
<br />(E) GARAGE
<br />(E) BEDROOM
<br />(E
<br />)
<br />
<br />B
<br />A
<br />T
<br />H
<br />R
<br />O
<br />O
<br />M
<br />(E) CLOSET
<br />(E) CLOSET
<br />(E) CLOSET
<br />(E) STORE
<br />ATTIC
<br />FAU AA
<br />(N) ENTRY
<br />8' CLG
<br />(N) DINING ROOM
<br />(N) KITCHEN
<br />8' CLG
<br />(N) FRONT PORCH
<br />(N) LIVING ROOM
<br />(E
<br />)
<br />
<br />M
<br />A
<br />S
<br />T
<br />E
<br />R
<br />
<br />B
<br />A
<br />T
<br />H
<br />CA
<br /> 2
<br />4
<br />"
<br />X
<br />1
<br />8
<br />"
<br />.
<br />CA
<br /> 2
<br />4
<br />"
<br />X
<br />1
<br />8
<br />"
<br />.
<br />W
<br />D
<br />REFD/W
<br />(N)
<br />LAUNDRY/PANTRY
<br />(E) FP
<br />(E) LIVING ROOM
<br />(E) MASTER BEDROOM
<br />(E) BEDROOM
<br />(E) GARAGE
<br />(E) BEDROOM
<br />(E
<br />)
<br />
<br />B
<br />A
<br />T
<br />H
<br />R
<br />O
<br />O
<br />M
<br />(E) CLOSET
<br />(E) CLOSET
<br />(E) CLOSET(E) STORE
<br />ATTIC
<br />FAU AA
<br />(N) ENTRY
<br />8' CLG
<br />(N) DINING ROOM
<br />(N) KITCHEN
<br />8' CLG
<br />(N) FRONT PORCH
<br />(N) LIVING ROOM
<br />(E
<br />)
<br />
<br />M
<br />A
<br />S
<br />T
<br />E
<br />R
<br />
<br />B
<br />A
<br />T
<br />H
<br />CA
<br /> 2
<br />4
<br />"
<br />X
<br />1
<br />8
<br />"
<br />.
<br />CA
<br /> 24
<br />"
<br />X
<br />1
<br />8
<br />"
<br />.
<br />W
<br />D
<br />REFD/W
<br />(N)
<br />LAUNDRY/PANTRY
<br />FOUNDATION PLAN SCHEDULE SYMBOL DESCRIPTIONS
<br />SCALE: 1/4"=1'-0"FLOOR AND FOUNDATION PLAN1
<br />INDICATES SHEARWALL TYPE
<br />FOR SHEARWALL SCHEDULE
<br />SEE 1/S1.21
<br />INDICATES MINIMUM
<br />LENGTH OF SHEARWALL
<br />SWXX
<br />(#'-#")
<br />INDICATES HOLDOWN TYPE X
<br />INDICATES WOOD POST MARK,
<br />SEE POST SCHEDULE
<br />C#
<br />HDU
<br />X
<br />#
<br />S#.##INDICATES SECTION
<br />INDICATES SHEET NUMBER
<br />INDICATES DETAIL
<br />NUMBER ON THE SHEET
<br />S#.##
<br />#
<br />INDICATES CALLOUT
<br />#INDICATES REVISION ON
<br />DRAWINGS
<br />INDICATES VIEW#
<br />S#.##
<br />INDICATES LOAD BEARING WALL
<br />BW
<br />FOUNDATION PLAN NOTES
<br />(E
<br />)
<br />B
<br />E
<br />A
<br />M
<br />(E
<br />)
<br />B
<br />E
<br />A
<br />M
<br />(E
<br />)
<br />B
<br />E
<br />A
<br />M
<br />DBL. (N) FLOOR JOIST UNDER
<br />KITCHEN ISLAND
<br />(N)CRAWL ACCESS
<br />PER ARCH. DWG.
<br />SEE DETAIL 1/S1.02
<br />(N)4xLEDGER
<br />JOIST & HANGER SCHEDULE UNO ON PLAN
<br />MARK JOIST SIZE HANGER
<br />(N)FJ1 2x6 @16" O.C.-
<br />(N)DJ1 2x8 @16" O.C.-
<br />POST SCHEDULE UNO ON PLAN
<br />MARK POST SIZE
<br />(N)C44 4x4
<br />(N)C46 4x6
<br />(N)C66 6x6
<br />(N
<br />)
<br />4
<br />x
<br />6
<br />S1.02
<br />02TYP.
<br />(N)FJ1
<br />SCOPE OF WORK
<br />(FLOOR AND FOUNDATION PLAN)
<br />INDICATES (E) FOUNDATION
<br />UNO ON PLAN
<br />INDICATES (N) FOUNDATION
<br />UNO ON PLAN
<br />F
<br />D
<br />8
<br />A
<br />B
<br />7 9
<br />C
<br />E
<br />G
<br />H
<br />I
<br />J
<br />K
<br />1 2 3 4 5 6 10 11
<br />(N)DJ1
<br />(N)
<br />C
<br />4
<br />4
<br />(N)
<br />C
<br />4
<br />6
<br />(N)
<br />C
<br />4
<br />4
<br />(N)
<br />C
<br />4
<br />4
<br />(N)
<br />C
<br />4
<br />4
<br />(N)FJ1
<br />(N)FJ1
<br />(N)FJ1(N)FJ1
<br />(N)2x14 NO.1
<br />UC4A P.T. STRINGER
<br />@12" O.C.
<br />(N)GH46-8 HANGER
<br />(N)DBL.2x4
<br />1 . T HE S E D R A W I NG A R E BAS E D ON T HE B ES T A VAI L A B L E S OU R C ES AN D D O N O T A DD R ES S T H E F IE L D
<br />CONDITIONS. THE CONTRACTOR SHALL VER IFY ALL FIELD CONDITIONS AND ALL EXISTING STR UCTURAL
<br />E L E M E N T S S P E C I F I E D A S V E R I F I E D I N F I E L D (V .I .F .) P R I O R T O C O M M E N C I N G T H E W O R K . A N Y
<br />DISCREPANCIES BETWEEN THESE DRAWINGS AND FIELD CONDITIONS SHALL BE REPORTED TO THE AEOR
<br />A N D S E OR . NO WOR K SHALL BE P ER FO RMED IN THE A FF E CTED A R E AS UNTIL T HE DISCR EP ANCI ES AR E
<br />RESOLVED.
<br />2. NO CUTTING, DRILLING, DEMOLITION OR DESTRUCTIVE WORK ON CONCRETE OR WOOD ELEMENTS SHALL
<br />BE PERMITTED UNLESS ALL REINFORCING STEEL INCLUDING PT TENDONS, BEARING WALLS, SHEAR WALLS,
<br />BEAMS,AND DIRECTIONS OF JOISTS AND RAFTERS THAT WILL BE AFFECTED ARE POSITIVELY IDENTIFIED.
<br />3. CO N T R A C TO R IS SO LE L Y R E SPO N S I B LE F O R PR OT EC TI O N O F A L L S T R U C T U R AL , N O NS T R UC TUR A L ,
<br />ARCHITECTURAL, FINISHING, ELECTRICAL AND MECHANICAL COMPONENTS WHICH ARE NOT DESIGNATED
<br />FOR DEMOLITION OR NEW CONSTRUCTION. ANY DAMAGES CAUSED BY THE CONTRACTOR OR
<br />SUBCONTRACTORS SHALL BE REPAIRED BY THE CONTRACTOR AT NO COSTS TO THE ENGINEERS OR OWNER.
<br />4. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN
<br />CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER
<br />DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS
<br />INTO THE SHOP DRAWINGS AND FIELD WORK.
<br />5. ALL ELEVATIONS, SLOPES, DRAINAGE, DIMENSIONS OF OPENINGS, PENETRATIONS, DEPRESSIONS, AND
<br />LAYOUT AND GEOMETRY OF NONSTRUCTURAL ELEMENT SUCH AS BUT NOT LIMITED TO PARTITION,
<br />WINDOWS, PLUMBING, ARE NOT INCLUDED IN THE STRUCTURAL ENGINEERING SCOPE OF WORK AND SHALL
<br />NOT BE THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER. REFER TO THE DRAWINGS FROM OTHER
<br />PROFESSIONS FOR THE INFORMATION MENTIONED ABOVE.
<br />6. FOR CONSTRUCTION NOTES AND TYPICAL SYMBOLS DESCRIPTIONS, SEE S0 SERIES SHEETS.
<br />7. FOR TYPICAL DETAILS, SEE S1 SERIES SHEETS. DETAILS AND SCHEDULES INDICATED AS 'TYPICAL' MAY
<br />NOT BE SPECIFICALLY REFERENCED ON DRAWINGS. DETERMINE WHERE EACH TYPICAL DETAIL OR
<br />SCHEDULE APPLIES BEFORE PROCEEDING WITH WORK.
<br />8. SEE ARCH./CIVIL DWGS. FOR CONCRETE SLAB ELEVATIONS, DEPRESSIONS, SLOPES, OPENINGS, CURBS,
<br />DRAINS, TRENCHES, SLAB EDGE LOCATIONS, ETC., AND FOR WALL OVERALL DIMENSIONS, LOCATIONS OF
<br />OPENINGS, ETC., NOT INDICATED ON STRUCTURAL DWGS.
<br />9. HOLD-DOWNS& ANCHORS HARDWARE MUST BE SECURED IN PLACE PRIOR TO CALLING FOR FOUNDATION
<br />INSPECTION. WET SETTING ANCHORS IS PROHIBITED.
<br />10. APPROVED PLATE WASHERS SHALL BE USED FOR HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING.
<br />HOLD-DOWNS SHALL BE FINGER TIGHT AND 1/2 WRENCH TURN JUST PRIOR TO COVERING WALL FRAMING.
<br />11. STANDING WATER SHALL BE REMOVED FROM THE FOUNDATION EXCAVATIONS PRIOR TO THE CONCRETE
<br />PLACING.
<br />12. UNO IN ARCH./CIVIL DWGS. SURFACE OUTSIDE THE HOUSE NEEDS TO HAVE 5% SLOPE (UNPAVED
<br />SURFACE) & 2% SLOPE (PAVED SURFACE) AWAY FROM THE STRUCTURE.
<br />13. ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE SHALL BE OF HOT-DIPPED
<br />ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.
<br />14. MINIMUM EDGE DISTANCE FOR ANCHOR BOLTS SHALL BE 1-3/4". ALL ANCHOR BOLTS SHALL INCLUDE A
<br />MINIMUM 0.229"X3"X3" STEEL PLATE WASHER .THE HOLE IN THE PLATE WASHER SHALL BE PERMITTED TO
<br />BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETER AND A SLOT
<br />LENGTH NOT TO EXCEED 1-3/4" ,PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE
<br />WASHER AND THE NUT .THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM
<br />PLATE ON THE SIDE(S )FOR SHEATHING WITH SHEAR DESIGN VALUES EXCEEDING 400PLF.
<br />15. THE FOUNDATION PLAN SHOWS THE GENERAL LAYOUT OF THE FOUNDATION. FOR LOCALIZED SIZE
<br />CHANGES AT THE HOLD-DOWNS, REFER TO TYPICAL DETAILS. AT ALL HOLD-DOWN LOCATIONS,
<br />FOUNDATION SHALL BE CONSTRUCTED WITH THE DIMENSIONS SPECIFIED IN TABLE FOR HOLD-DOWN
<br />ANCHOR SCHEDULE SEE SHEET S1.01.
<br />16. ALL WOOD MEMBERS IN CONTACT WITH MASONRY AND CONCRETE SHALL BE PRESSURE-TREATED AND
<br />CONFORM TO THE REQUIREMENT OF "AWPA U1" FOR CATEGORY UC4A OR BETTER.
<br />17. WOOD AND WOOD BASED MATERIALS USED RAISED FLOOR SYSTEMS INCLUDING JOISTS AND BEAMS
<br />SHALL CONFORM TO THE REQUIREMENTS OF "AWPA U1" FOR CATEGORY UC3B OR HIGHER.
<br />18. NO HORIZONTAL COLD JOINTS OTHER THAN THE LOCATIONS SHOWN ON THESE DRAWINGS SHALL BE
<br />PERMITTED IN FOUNDATION CONSTRUCTION. ALL CONSTRUCTION JOINTS SHALL BE SUBMITTED TO SEOR
<br />FOR REVIEW.
<br />19. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE SIDE OR BRIDGING SHALL BE INSTALLED
<br />NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. 2x BLKG SHALL
<br />BE PROVIDED AT PLYWD JOINTS FOR ALL WALLS.
<br />20. SPECIAL SOIL CONDITIONS AND PROPERTIES SUCH AS LIQUEFACTION ZONES; ADJACENT TO OR WITHIN
<br />AREAS PRONE TO LANDSLIDE, SLOPED LOTS GREATER THAN 1 UNIT VERTICAL UNITS HORIZONTAL ARE NOT
<br />INCLUDED IN THIS SCOPE OF WORKS AND NOT CONSIDERED FOR FOUNDATION DESIGN. OWNER SHALL
<br />HIRE A SOIL ENGINEER TO VERIFY THESE CONDITIONS AND THEIR EFFECTS ON STRUCTURAL ELEMENTS.
<br />21. CONSTRUCTION BELOW THE RAISED FLOOR AND AT CRAWL SPACE INCLUDING LUMBERS AND TIMBERS
<br />SHALL BE GRADE 1 OR BETTER , JOISTS & BEAM THAT ARE AT LEAST 18" ABOVE GROUND SHALL BE
<br />CATEGORY 3B OR HIGHER AND POSTS, SILL PLATES AND BEAMS AND JOISTS LESS THAN 18" ABOVE THE
<br />GROUND SHALL BE CATEGORY 4A OR HIGHER AS SPECIFIED BY AWPA STANDARD U1.
<br />22. ALL CRIPPLE WALLS SHALL BE BRACED.
<br />23. ALL TOP AND BOTTOM CONTINUAL/ LONGITUDINAL BARS IN STRIP FOUNDATIONS SHALL HAVE
<br />STANDARD HOOKS AT THE ENDS.
<br />24. ALL TOP AND BOTTOM DISCONTINUED/ LOCAL BARS ( IN BOTH DIRECTIONS ) AT THE PAD/
<br />ISOLATED FOUNDATIONS SHALL HAVE STANDARD HOOKS AT THE ENDS.
<br />25. ALL SOG BARS SHALL HAVE STANDARD HOOKS AT THE ENDS.
<br />26. FOR DRAINAGE LAYOUT AND REQUIREMENTS, SEE ARCHITECTURAL/CIVIL DRAWINGS. DRAINAGE IS NOT
<br />INCLUDED IN STRUCTURAL ENGINEER'S SCOPE OF WORK.
<br />27. WHERE THE STEEL COLUMNS ARE EXPOSED TO WEATHER, BASE PLATES AND COLUMNS UP TO 12" ABOVE
<br />THE CONCRETE SLAB SHALL BE COATED WITH MIN. 2 COATS OF MACROPOXY 646.
<br />28. ALL PERMANENT STEELS IN CONTACT WITH WEATHER SHALL BE PROTECTED FOR CORROSION.
<br />29.ALL HANGERS ,COLUMN CAPS ,AND COLUMN BASES ARE MINIMUM REQUIREMENTS ,PRIOR TO ORDER ALL
<br />OF THEM SHALL BE CHECKED BY THE CONTRACTOR / FRAMER ANY DISCREPANCY SHALL BE REPORTED TO
<br />SEOR.
<br />30. FOR ALL BASE PLATES AND STEELS THAT ARE OUTSIDE OR UNDER GROUND, APPLY MIN. 2 COATS OF
<br />MACROPOXY 646 WITH MINIMUM 8 MILS THICKNESS.
<br />31. THE LOCATION, DIMENSIONS, AND SPECIFIC REQUIREMENTS FOR MECHANICAL EQUIPMENT PADS,
<br />INCLUDING HEAT PUMP UNITS AND CONDENSERS, SHALL BE COORDINATED BY THE ARCHITECT WITH THE
<br />MECHANICAL ENGINEER, EQUIPMENT MANUFACTURER, AND OTHER RELEVANT DISCIPLINES. FINAL PAD
<br />DIMENSIONS, CLEARANCES, ANCHORAGE REQUIREMENTS, AND EQUIPMENT LOADS SHALL BE PROVIDED BY
<br />THE MECHANICAL ENGINEER AND/OR MANUFACTURER.
<br />32. THE STRUCTURAL ENGINEER OF RECORD (SEOR) SHALL PROVIDE THE STRUCTURAL DESIGN OF THE PAD
<br />(E.G., THICKNESS, REINFORCEMENT) BASED SOLELY ON THE MECHANICAL LOADING AND LOCATION
<br />INFORMATION FURNISHED BY OTHERS. THE SEOR ASSUMES NO RESPONSIBILITY FOR DETERMINING
<br />EQUIPMENT LOCATION, UTILITY COORDINATION, ACCESSIBILITY, SERVICE CLEARANCE, VIBRATION
<br />ISOLATION, OR CONFORMANCE WITH MECHANICAL/ELECTRICAL CODES.
<br />33. ANY CHANGE IN EQUIPMENT WEIGHT, CONFIGURATION, OR LAYOUT SHALL BE COMMUNICATED TO THE
<br />SEOR FOR VERIFICATION OF STRUCTURAL ADEQUACY PRIOR TO CONSTRUCTION.
<br />(N)4xLEDGER
<br />REVIEW THE PLAN NOTES AND
<br />PERFORM FIELD CONDITION
<br />ASSESSMENT AND VERIFICATION
<br />PRIOR TO COMMENCING THE WORK.
<br />LOCATE THE POSITION OF THE
<br />REINFORCING STEEL AT THE WORK
<br />AREA BY GPR, X-RAY OR OTHER
<br />MEANS. SLAB CAN BE POST TENSION
<br />WITHOUT ANY STAMP MARK ON IT.
<br />EXISTING FOUNDATION SHALL
<br />HAVE 12" WIDTH AND 12" DEPTH INTO
<br />THE COMPACTED SOIL BELLOW THE
<br />ADJACENT GARDE. THE SOIL SHALL
<br />HAVE MINIMUM OF 90% COMPACTION
<br />DENSITY OR BEING PLACED IN
<br />BEDROCK OR NATIVE SOIL.
<br />(V.I.F./TYP.)
<br />2E
<br />S1.01
<br />TYP.
<br />TYP.
<br />SW1
<br />(30'-7")
<br />SW
<br />1
<br />(1
<br />6
<br />'
<br />-
<br />1
<br />0
<br />"
<br />)
<br />(N)
<br />C
<br />4
<br />4
<br />(N)HDU2 (N)
<br />C
<br />4
<br />4
<br />(N)
<br />H
<br />D
<br />U
<br />2
<br />(N)
<br />C
<br />4
<br />4
<br />(N)
<br />H
<br />D
<br />U
<br />2
<br />(N)
<br />C
<br />4
<br />4
<br />(N)
<br />H
<br />D
<br />U
<br />2
<br />(N)
<br />H
<br />D
<br />U
<br />2
<br />(S
<br />W
<br />1
<br />)
<br />(1
<br />5
<br />'
<br />-
<br />6
<br />"
<br />)
<br />(N)
<br />C
<br />4
<br />4
<br />(N)HDU2
<br />SW
<br />1
<br />(1
<br />8
<br />'
<br />-
<br />1
<br />"
<br />)
<br />(N)
<br />C
<br />4
<br />4
<br />3'-0"
<br />3'
<br />-
<br />0
<br />"
<br />2'-0"
<br />2'
<br />-
<br />0
<br />"
<br />2'
<br />-
<br />0
<br />"
<br />2'
<br />-
<br />0
<br />"
<br />2'-0"
<br />2'
<br />-
<br />0
<br />"
<br />2'-0"
<br />2'
<br />-
<br />0
<br />"
<br />(N) 4x6
<br />DROP BEAM
<br />(N) 4x6
<br />DROP BEAM(N) 4x6
<br />DROP BEAM
<br />(N) 4x6
<br />DROP BEAM
<br />(N)
<br />H
<br />D
<br />U
<br />2
<br />(N)
<br />C
<br />4
<br />6
<br />2'-
<br />6
<br />"
<br />1'
<br />-
<br />4
<br />"
<br />(N
<br />)
<br />4
<br />x
<br />8
<br />1'
<br />-
<br />6
<br />"
<br />(N)
<br />C
<br />4
<br />4
<br />W/C
<br />B
<br />S
<br />Q
<br />4
<br />4
<br />(N)CANT.
<br />4x8
<br />(N)HFX 24x14 HARDY PANEL
<br />ANCHOR BOLT 1-1/8-HS-RA
<br />FOR BOT. CONNECTION
<br />SEE DETAIL 10/HFX.01.
<br />SEE NOTE A.
<br />12
<br />"
<br />12
<br />"
<br />12"12"
<br />(E)12"
<br />(V.I.F
<br />.
<br />)
<br />12"
<br />(E)12"
<br />(V.I.F.)
<br />TYP.
<br />02
<br />S4.01
<br />TYP.
<br />1D
<br />S1.01
<br />02
<br />S4.01
<br />(N)
<br />C
<br />4
<br />4
<br />TYP.
<br />S4.01
<br />06
<br />TYP.
<br />7
<br />S4.01
<br />(N)THAI222
<br />HANGER
<br />W/(N)APT4
<br />09
<br />S4.01
<br />10
<br />S4.01
<br />03
<br />S4.01
<br />11
<br />S4.01
<br />TYP.
<br />TYP.
<br />TYP.
<br />INDICATES JOISTJ#
<br />SW
<br />1
<br />(8
<br />'
<br />-
<br />1
<br />1
<br />"
<br />)
<br />SW
<br />1
<br />(5
<br />'
<br />-
<br />0
<br />"
<br />)
<br />(N
<br />)
<br />H
<br />D
<br />U
<br />2
<br />(N)
<br />C
<br />4
<br />4
<br />(E)BRA
<br />C
<br />E
<br />D
<br />
<br />L
<br />I
<br />N
<br />E
<br />(E)BRACED LINE
<br />(E
<br />)
<br />B
<br />R
<br />A
<br />C
<br />E
<br />D
<br />
<br />L
<br />I
<br />N
<br />E
<br />(E
<br />)
<br />B
<br />R
<br />A
<br />C
<br />E
<br />D
<br />
<br />L
<br />I
<br />N
<br />E
<br />(N)
<br />C
<br />4
<br />6
<br />(N)
<br />H
<br />D
<br />U
<br />2
<br />HFX(2'-0")
<br />(N)
<br />C
<br />4
<br />6
<br />(E) S.
<br />O
<br />.
<br />G
<br />.
<br />(E
<br />)
<br />1
<br />2
<br />"
<br />(V
<br />.
<br />I
<br />.
<br />F
<br />.
<br />)
<br />(E)6" STEM
<br />WALL (V.I.F.)
<br />(E)FOUNDATION
<br />TYP.
<br />(E)
<br />C
<br />4
<br />4
<br />(E)
<br />C
<br />4
<br />4
<br />(E)
<br />C
<br />4
<br />4
<br />(E)
<br />C
<br />4
<br />4
<br />(E)
<br />C
<br />4
<br />4
<br />(E)
<br />C
<br />4
<br />4
<br />(E)
<br />C
<br />4
<br />4
<br />(E)
<br />C
<br />4
<br />4
<br />(E)
<br />C
<br />4
<br />4
<br />(E)
<br />C
<br />4
<br />4
<br />(E)
<br />C
<br />4
<br />4
<br />(E)
<br />C
<br />4
<br />4
<br />(E)FJ
<br />(E)FJ
<br />(N)8" STEM WALL
<br />(N)FJ1
<br />(N)FJ1 (N)
<br />C
<br />4
<br />4
<br />W/A
<br />C
<br />4
<br />(N)
<br />C
<br />4
<br />4
<br />W/A
<br />C
<br />4
<br />(N)
<br />C
<br />4
<br />4
<br />W/A
<br />C
<br />4
<br />(N)
<br />C
<br />4
<br />4
<br />W/A
<br />C
<br />4
<br />(N)
<br />C
<br />4
<br />4
<br />W/A
<br />C
<br />4
<br />(E)FJ
<br />(V.I.F.
<br />
<br />D
<br />I
<br />R
<br />E
<br />C
<br />T
<br />I
<br />O
<br />N
<br />)
<br />(E)BE
<br />A
<br />M
<br />(E)C44
<br />(N)2 #5 EPOXY BARS EXTEND
<br />8" INTO (E) FOOTING AND
<br />24" INTO (N) FOOTING
<br />ALL WOOD MEMBERS (I.E.
<br />PLYWOOD, LUMBER, TIMBER,
<br />NAILERS. ETC.) SHALL BE
<br />PRESSURE TREATED (UC4A)
<br />12"
<br />(N)
<br />C
<br />4
<br />6
<br />(N)
<br />C
<br />4
<br />4
<br />(N)
<br />H
<br />D
<br />U
<br />2
<br />(N)
<br />C
<br />4
<br />4
<br />3'-0"
<br />3'
<br />-
<br />0
<br />"
<br />(N)
<br />C
<br />4
<br />4
<br />(N)
<br />C
<br />4
<br />4
<br />(N)
<br />H
<br />D
<br />U
<br />2
<br />2'-6"
<br />2'
<br />-
<br />6
<br />"
<br />(E)6" STEM
<br />WALL (V.I.F.)
<br />2'-6"
<br />2'
<br />-
<br />6
<br />"
<br />(N)
<br />H
<br />D
<br />U
<br />2
<br />(N)LUS46
<br />HANGER
<br />TYP.
<br />12
<br />"
<br />12"
<br />(N)
<br />C
<br />4
<br />4
<br />(N)
<br />C
<br />4
<br />4
<br />(N)C44
<br />W/CBSQ44
<br />NOTE:
<br />A.CONTRACTOR SHALL V.I.F NET HEIGHT BELOW EXISTING FLOOR
<br />FRAMING AND INFORM THE EOR IN WRITING BEFORE ORDER THE
<br />HARDY FRAME.
<br />(E
<br />)
<br />1
<br />2
<br />"
<br />(V
<br />.
<br />I
<br />.
<br />F
<br />.
<br />)
<br />(N)MSTC40
<br />(TYP.)
<br />SW1
<br />(23'-2")
<br />(N)
<br />C
<br />4
<br />6
<br />(N)
<br />C
<br />4
<br />4
<br />(N)
<br />H
<br />D
<br />U
<br />2
<br />S4.01
<br />06
<br />TYP.
<br />(N)FJ1
<br />1'-4"
<br />1'
<br />-
<br />4
<br />"
<br />(N)
<br />C
<br />4
<br />4
<br />W/B
<br />C
<br />4
<br />12
<br />"
<br />(N)8"
<br />STEM WALL
<br />(N)
<br />C
<br />6
<br />6
<br />W/B
<br />C
<br />6
<br />0
<br />(N)
<br />C
<br />6
<br />6
<br />W/B
<br />C
<br />6
<br />0
<br />(N)
<br />C
<br />6
<br />6
<br />W/B
<br />C
<br />6
<br />0
<br />1F
<br />S1.01
<br />(N)
<br />H
<br />D
<br />U
<br />2
<br />08
<br />S4.01
<br />01
<br />S4.01
<br />05
<br />S4.01
<br />(N)2x6
<br />7'-8"
<br />(N)
<br />C
<br />4
<br />4
<br />(N)8"
<br />STEM WALL
<br />(E)C44
<br />(N)DJ1
<br />(N)HUC48
<br />HANGER
<br />PROJECT
<br />CLIENT
<br />0'2'4'8'16'
<br />SHEET TITLE
<br />FOR FIELD VERIFICATION AND
<br />CITY PERMIT ONLY
<br />922 W PARK LN,
<br />SANTA ANA, CA 92706
<br />SAZAN INC.
<br />77 Waldorf, Irvine, CA 92612
<br />KAWEHI HOLOMALIA,
<br />KEKANI112299@YAHOO.COM
<br />S2.01
<br />FLOOR AND
<br />FOUNDATION PLAN
<br />07/07/2025
<br />EXP. 06-30-2026
|