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STRUCTURAL PLAN NOTES
<br />FOUNDATION PLAN3
<br />FOUNDATION PLAN NOTES
<br />CEILING PLAN1
<br />HEADER SCHEDULE UNO ON PLAN
<br />MARK HEADER SIZE JACK STUD SIZE KING STUD SIZE HANGER
<br />HDR-1 4x12 DF. NO.1 -4x6 HUC412
<br />HDR-2 4x6 2x4 2x4 -
<br />HDR-3 4x8 2-2x4 2x4 -
<br />POST SCHEDULE UNO ON PLAN
<br />MARK POST SIZE
<br />C44 4x4
<br />C46 4x6
<br />JOIST & HANGER SCHEDULE UNO ON PLAN
<br />MARK JOIST SIZE HANGER
<br />RR-1 2x8 @16" O.C.-
<br />CJ-1 2x8 @16" O.C.
<br />W/BLK'G@8'-0"-
<br />STUD WALL SCHEDULE UNO ON PLAN
<br />MAX. HEIGHT INT. WALL EXT. WALL
<br />8'-00"2x4 @16" O.C.2x4 @16" O.C.
<br />STRUCTURAL & FOUNDATION PLAN SCHEDULE
<br />ROOF PLAN2 SCALE: 1/4"=1'-0"SCALE: 1/4"=1'-0"
<br />SCALE: 1/4"=1'-0"
<br />RR-1 RR-1
<br />C44
<br />C44
<br />C44
<br />W/B
<br />C
<br />4
<br />0
<br />SW1
<br />(18'-2")
<br />SW
<br />1
<br />(2
<br />1
<br />'
<br />-
<br />1
<br />"
<br />)
<br />4x
<br />1
<br />0
<br />4x
<br />1
<br />0
<br />6x12 No.1
<br />SW4
<br />(3'-1")
<br />1 2
<br />A
<br />B
<br />HD
<br />R
<br />-
<br />2
<br />1 2
<br />A
<br />B
<br />1 2
<br />A
<br />B
<br />HDU
<br />5C46
<br />12"
<br />12
<br />"
<br />12
<br />"
<br />C44
<br />W/B
<br />C
<br />4
<br />MST37
<br />MSTC40
<br />MST37
<br />C44
<br />W/B
<br />C
<br />4
<br />SW1
<br />(18'-2")
<br />SW
<br />1
<br />(2
<br />1
<br />'
<br />-
<br />1
<br />"
<br />)
<br />SW
<br />1
<br />(1
<br />7
<br />'
<br />-
<br />8
<br />"
<br />)
<br />HDU
<br />5
<br />HDU
<br />5
<br />C46
<br />C44
<br />CJ-1
<br />HDR-1
<br />C46
<br />W/B
<br />C
<br />4
<br />60
<br />12"
<br />HUC412
<br />SEE HANGER
<br />SCHED.
<br />SW4
<br />(3'-1")
<br />C.A
<br />.
<br />W/B
<br />C
<br />4
<br />0
<br />C46
<br />W/B
<br />C
<br />4
<br />6HD
<br />R
<br />-
<br />3
<br />(2)SIMPSON
<br />MSTA49
<br />AT TOP PLATE
<br />HDU
<br />5
<br />C46
<br />HDU
<br />5C46
<br />1
<br />S1.01
<br />C46
<br />8
<br />S1.23
<br />7
<br />S1.23
<br />SW1
<br />(18'-2")
<br />SW
<br />1
<br />(2
<br />1
<br />'
<br />-
<br />1
<br />"
<br />)
<br />SW
<br />1
<br />(1
<br />7
<br />'
<br />-
<br />8
<br />"
<br />)
<br />8
<br />S1.23
<br />7
<br />S1.23
<br />6
<br />S1.23
<br />MSTC52
<br />SEE 3/S1.21
<br />TYP.
<br />MSTC52
<br />5" SOG ON ENGINEERED FIELD
<br />MATERIAL BASED ON ARCH. DWGS. W/
<br />#4@18" EA. WAY. SEE SOG REQUIREMENT
<br />NOTES FOR CAPILLARY BREAK
<br />REQUIREMENTS.
<br />TYP.
<br />4
<br />S1.01
<br />TYP.
<br />TYP.
<br />TYP.
<br />9
<br />S1.23
<br />TYP.
<br />TYP.
<br />C46 C46 C46
<br />S1.23
<br />5
<br />SW
<br />1
<br />(1
<br />7
<br />'
<br />-
<br />8
<br />"
<br />)
<br />TYP.
<br />MST48
<br />HDU
<br />5 MST48
<br />INDICATES TENSION STRAP
<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 WOOD BEAM
<br />INDICATES WOOD HEADER
<br />SEE 2/S1.22 FOR MORE
<br />INFORMATION
<br />RB
<br />INDICATES HOLDOWN TYPE X
<br />HDR
<br />INDICATES WOOD POST MARK,
<br />SEE POST SCHEDULE
<br />C#
<br />HDU
<br />X
<br />SYMBOL DESCRIPTIONS
<br />INDICATES JOIST
<br />INDICATES HANGER
<br />J#
<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#.##INDICATES LOAD BEARING WALL
<br />BW
<br />INDICATES WOOD HEADER
<br />SEE HEADER SCHEDULE TABLE
<br />ON PLAN
<br />HDR-#
<br />1. SOIL SUBGRADE REQUIREMENTS, ELEVATION AND SLOPING OF FOUNDATIONS AND SOG, AND
<br />CONSTRUCTION REQUIREMENTS ARE NOT PART OF THIS SCOPE OF WORK OR THE LIABILITY OF THE
<br />STRUCTURAL ENGINEER.
<br />2. IF GEOTECHNICAL REPORT OR CIVIL DWGS. ARE AVAILABLE, CONTRACTOR SHALL REVIEW AND FOLLOW
<br />THE GEOTECHNICAL REPORT AND CIVIL DWG. FOR THE CONSTRUCTION OF SOIL SUBGRADE AND SOG.
<br />3. IN THE ABSENCE OF GEOTECHNICAL REPORT, OR CIVIL REPORT AND DWGS. THE DETAILS SHOWN ON
<br />THESE DWGS. MAY BE CONSIDERED BY THE OWNER/GC ON THEIR OWN RISK. STRUCTURAL ENGINEER
<br />SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES THAT MAY OCCUR DUE TO USING THESE
<br />RECOMMENDATIONS.THESE ARE GENERAL RECOMMENDATIONS FOR THE CONSTRUCTION OF SOIL
<br />SUBGRADE. THESE DETAILS DO NOT CONSIDER THE ACTUAL FIELD CONDITIONS.
<br />3.1. SOG AND FOUNDATIONS SHALL BE CONTINUOUSLY SUPPORTED ON UNDISTURBED OR ENGINEERED
<br />FILL SOIL.
<br />3.2. THE AREA WITHIN THE SOG AND FOUNDATION WALLS SHALL HAVE ALL VEGETATION, TOP SOIL AND
<br />FOREIGN MATERIAL REMOVED.
<br />3.3. FILL MATERIAL SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL. THE FILL SHALL BE
<br />COMPACTED TO ENSURE UNIFORM SUPPORT OF THE SOG, FOUNDATION, AND THE FILL DEPTHS SHALL NOT
<br />EXCEED 24 IN FOR CLEAN SAND OR GRAVEL AND 8 IN FOR EARTH.
<br />3.4. AT SOG AREA, REINFORCING STEEL SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO
<br />MIDDLE FOURTH OF THE SLAB FOR THE DURATION OF THE CONC. PLACEMENT.
<br />3.5. SCARIFY TOP 12" OR RECOMPAC 4' OVEREXCAVATION PRIOR TO TRENCHING FOR THE UTILITY AND/OR
<br />FOUNDATION. 90% COMPACTION REPOR IS REQD. AT THE TIME OF FOUNDATION INSPCTION. DAMP
<br />PROOFING, BASE COURSE AND PRE-SATURATION ARE REQUIRED THE SPECIAL INSPECTOR SHALL VERIFY
<br />THAT THE IN-PLACE DRY DENSITY OF THE COMPACTED FILL IS NOT LESS THAN 90 PERCENT OF THE
<br />MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE W/ ASTM D1557.
<br />3.6. AT SOG AREA, A 4 IN THICK SUB-BASE COURSE CONSISTING OF ½” OR LARGER CLEAN AGGR EGATE.
<br />3.7. A 10-MIL VAPOR RETARDER/MOISTURE BARRIER CONFORMING TO THE REQUIREMENTS OF ASTM E1745
<br />GLASS A W/ JOINTS LAPPED NOT LESS THAN 6 IN SHALL BE PLACED BTWN. THE CONC. FLOOR SLAB AND
<br />THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. UNLESS REQUIRED BY
<br />BUILDING OFFICIALS THE MOISTURE BARRIER IS NOT MANDATORY FOR DRIVEWAYS, WALKS, PATIOS AND
<br />OTHER FLAT WORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE.
<br />4. PROVIDE CONTROL JOINTS AT CL. OF CONC. OR STEEL COLUMNS IF NO CONSTRUCTION JOINTS OCCUR.
<br />5. CONTRACTOR TO SUBMIT A JOINTING PLAN TO ARCHITECT FOR REVIEW.
<br />6. THE TOP SURFACE OF FOUNDATIONS SHALL BE LEVEL ,UNO ON ARCH. DWG.
<br />7. THE BOTTOM SURFACE OF FOUNDATION AND SOG SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VER.
<br />IN 12 UNITS HOR.
<br />8. UNO ON PLANS OR TYPICAL DETAILS, NO HOR. CONSTRUCTION SHALL BE PERMITTED IN THE
<br />FOUNDATIONS. ALL OTHER CONSTRUCTION JOINTS SHALL BE SUBMITTED TO SEOR AND ARCH FOR
<br />REVIEW.
<br />SOG REQUIREMENT NOTES
<br />C46HDU
<br />5
<br />C46HDU
<br />5
<br />CJ-1
<br />S1.21
<br />5 TYP.
<br />1
<br />S1.01
<br />2 TYP.
<br />1
<br />1. T HESE D R AWING AR E BAS ED ON THE B E S T AV A ILA B L E S OU R CES AND DO NO T A DD RE S S T HE F I ELD
<br />CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND ALL EXISTING STRUCTURAL
<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 />AND SEOR . NO WOR K S HALL BE P E RF ORMED IN T HE A FFECTED AR EAS UN TIL THE DI SCREP AN CIES A RE
<br />RESOLVED.
<br />2. NO CUTTING, DRILLING, DEMOLITION OR DESTRUCTIVE WORK ON CONCRETE OR WOOD ELEMENTS
<br />SHALL BE PERMITTED UNLESS ALL REINFORCING STEEL INCLUDING PT TENDONS, BEARING WALLS, SHEAR
<br />WALLS, BEAMS,AND DIRECTIONS OF JOISTS AND RAFTERS THAT WILL BE AFFECTED ARE POSITIVELY
<br />IDENTIFIED.
<br />3 . CO N TR AC T O R IS S OLE L Y R ESPO N SI B L E FO R P R O T E C T IO N O F A L L S T R U C T U R AL, N ONS T R UCTUR 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
<br />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 DRWGS.
<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
<br />FRAMING. HOLD-DOWNS SHALL BE FINGER TIGHT AND 1/2 WRENCH TURN JUST PRIOR TO COVERING WALL
<br />FRAMING.
<br />11. STANDING WATER SHALL BE REMOVED FROM THE FOUNDATION EXCAVATIONS PRIOR TO THE
<br />CONCRETE 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. FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER
<br />PRIOR TO PLACEMENT OF STEEL, IF HIRED. A MEMO SHALL BE AVAILABLE TO THE CITY INSPECTOR AT TIME
<br />OF FOUNDATION INSPECTION.
<br />14. 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 />15. 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 />16. 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 />17. 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 />18. 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 />19. NO HORIZONTAL COLD JOINTS OTHER THAN THE LOCATIONS SHOWN ON THESE DRAWINGSSHALL BE
<br />PERMITTED IN FOUNDATION CONSTRUCTION. ALL CONSTRUCTION JOINTS SHALL BESUBMITTED TO SEOR
<br />FOR REVIEW.
<br />20. 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
<br />SHALL BE PROVIDED AT PLYWD JOINTS FOR ALL WALLS.
<br />21. 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 />22. 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 />23. ALL CRIPPLE WALLS SHALL BE BRACED.
<br />24. ALL TOP AND BOTTOM CONTINUEL/ LONGITUDINAL BARS IN STRIP FOUNDATIONS SHALL HAVE
<br />STANDARD HOOKS AT THE ENDS.
<br />25. ALL TOP AND BOTTOM DISCONTINUED/ LOCAL BARS ( IN BOTH DIRECTIONS ) AT THE PAD/
<br />ISOLATED FOUNDATIONS SHALL HAVE STANDARD HOOKS AT THE ENDS.
<br />26. ALL SOG BARS SHALL HAVE STANDARD HOOKS AT THE ENDS.
<br />27. FOR DRAINAGE LAYOUT AND REQUIREMENTS, SEE ARCHITECTURAL/CIVIL DRAWINGS. DRAINAGE IS NOT
<br />INCLUDED IN STRUCTURAL ENGINEER'S SCOPE OF WORK.
<br />28. WHERE THE STEEL COLUMNS ARE EXPOSED TO WEATHER, BASE PLATES AND COLUMNS UP TO 12"
<br />ABOVE THE CONCRETE SLAB SHALL BE COATED WITH MIN. 2 COATS OF MACROPOXY 646.
<br />29. ALL PERMANENT STEELS IN CONTACT WITH WEATHER SHALL BE PROTECTED FOR CORROSION.
<br />30.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 />31. FOR ALL BASEPLATES AND STEELS THAT ARE OUTSIDE OR UNDER GROUND, APPLY MIN. 2 COATS OF
<br />MACROPOXY 646 WITH MINIMUM 8 MILS THICKNESS.
<br />HDU
<br />2C44 HDU
<br />2
<br />C44
<br />C.A
<br />.
<br />W/B
<br />C
<br />4
<br />0
<br />HUC412
<br />SEE HANGER
<br />SCHED.
<br />S1.23
<br />4
<br />C44
<br />W/B
<br />C
<br />4
<br />HDU
<br />2C44 HDU
<br />2
<br />C44
<br />HDU
<br />2
<br />C44
<br />HDU
<br />2
<br />C44
<br />C44
<br />HANGER SCHEDULE UNO ON PLAN
<br />MODEL FACE FASTENERS MEMBER FASTENERS
<br />HUC412 (12) 0.162 x 3 1
<br />2"(10) 0.148 x 3
<br />C46
<br />SW4
<br />(3'-1")
<br />SW4
<br />(3'-1")
<br />C46
<br />SW4
<br />(3'-1")
<br />SW4
<br />(3'-1")
<br />USE (4)SDS25800 SCREW FOR HDR TO
<br />C46 POST AT EACH ENDS. SEE 1/S1.22.
<br />1 . THE S E DR A WING AR E BA S E D O N TH E BES T A VA IL AB LE SO UR C E S AND DO N OT A DDR ESS THE FIELD
<br />CONDITIONS. THE CONTRACTOR SHALL VER IFY ALL FIELD CONDITIONS AND ALL EXISTING STRUCTURAL
<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 ND SE OR. NO WOR K S HALL BE PER FOR MED I N T HE AFFECTED AREAS UNTIL THE DI SCR EPA NCIES AR E
<br />RESOLVED.
<br />2. NO CUTTING, DRILLING, DEMOLITION OR DESTRUCTIVE WORK ON CONCRETE OR WOOD ELEMENTS
<br />SHALL BE PERMITTED UNLESS ALL REINFORCING STEEL INCLUDING PT TENDONS, BEARING WALLS, SHEAR
<br />WALLS, BEAMS,AND DIRECTIONS OF JOISTS AND RAFTERS THAT WILL BE AFFECTED ARE POSITIVELY
<br />IDENTIFIED.
<br />3. C ONT R ACTO R IS S OLELY R E S P ONS I BLE FO R P R OT E C T I O N OF ALL STR UC T U R AL, NO N STR UC T U R AL,
<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
<br />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
<br />SHALL NOT BE THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER. REFER TO THE DRAWINGS FROM
<br />OTHER PROFESSIONS FOR THE INFORMATION MENTIONED ABOVE.
<br />6. REVIEW ALL NOTES PROVIDED IN FRAMING LUMBER AND ENGINEERED WOOD PRODUCT SECTION FOR
<br />GENERAL REQUIREMENTS AND CONFORMANCE OF STRUCTURAL WOOD.
<br />7. FOR TYPICAL DETAILS SEE S1 SERIES SHEETS.
<br />8. ROOF SHEATHING OVER ROOF RAFTER/JOISTS NOT SPACED MORE THAN 16" OC. SHALL BE 15/32" OR
<br />1/2" PS1 OR PS2 CATEGORY, APA RATED SHEATHING, 32/16 WITH EXTERIOR GLUE, (EXPOSURE1 OR
<br />EXTERIOR), SQURE EDGE (OR TONGUE-AND-GROOVE). NAILS SHALL BE 8d WITH MINIMUM FASTENER
<br />PENETRATION IN FRAMING WOOD FOR 1-3/8 IN. NAIL SPACING AT INTERMEDIATE FRAMING (FIELD
<br />NAILING) SHALL NOT BE MORE THAN 12 IN. NAIL SPACING AT BOUNDARIES AND AT SUPPORTED PANEL
<br />EDGES SHALL NOT BE MORE THAN 6 IN.
<br />9. ROOF SHEATHING OVER RAFTERS/JOISTS OR TRUSSES SPACED AT 24" OC. SHALL BE 19/32" OR 5/8" PS1
<br />OR PS2 CATEGORY, APA RATED SHEATHING, 40/20 WITH EXTERIOR GLUE, (EXPOSURE1 OR EXTERIOR),
<br />SQURE EDGE (OR TONGUE-AND-GROOVE).
<br />10. FLOOR SHEATHING SHALL BE 23/32" OR 3/4" PS1 OR PS2 CATEGORY, APA RATED SHEATHING, 48/24
<br />WITH EXTERIOR GLUE, (EXPOSURE 1 OR EXTERIOR), SQURE EDGE (OR TONGUE-AND-GROOVE ).NAILS
<br />SHALL BE 10d WITH MINIMUM FASTENER PENETRATION IN FRAMING WOOD FOR 1-3/8 IN. NAIL SPACING AT
<br />INTERMEDIATE FRAMING (FIELD NAILING) SHALL NOT BE MORE THAN 12 IN. NAIL SPACING AT BOUNDARIES
<br />AND AT SUPPORTED PANEL EDGES SHALL NOT BE MORE THAN 6 IN, U.N.O. ON PLANS.
<br />11. BALCONY FRAMES AND SHEATHING SHALL BE EXTRIOR GRADE. BALCONY SHEATHING SHALL BE 3/4" PS1
<br />OR PS2 CATEGORY, APA RATED SHEATHING, 48/24, EXTERIOR, SQURE EDGE (OR TONGUE-AND-GROOVE ).
<br />12. ROOF, FLOOR AND BALCONY PANEL EDGES SHALL HAVE APPROVED TONGUE-AND-GROOVE JOINTS OR
<br />SHALL BE SUPPORTED WITH BLOCKING. 1-1/2" THICK PANELS WITH 1/4" MINIMUM THICKNESS
<br />UNDERLAYMENT OR 1-1/2" OF APPROVED LIGHTWEIGHT CONCRETE PLACED OVER THE SUB-FLOOR, DO
<br />NOT REQUIRE BLOCKING AT THE EDGES.
<br />13. ALL EXTERIOR WALLS SHALL BE SHEATHED ON THE OUTSIDE OF THE WALL, INCLUDING GABLES, AND
<br />THE CONNECTION OF THE SHEATHING TO FRAMING. SHEATHING SHALL BE 15/32" PS1 OR PS2 CATEGORY,
<br />APA RATED SHEATHING, STRUCTURAL-I, WITH EXTERIOR GLUE, (EXPOSURE1 OR EXTERIOR), SQURE EDGE.
<br />14. ALL SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SUPPORTS WITH FACE GRAIN
<br />PERPENDICULAR TO SUPPORTS (UNLESS SHOWN OTHERWISE). STAGGER ALL SHEATHING PANELS A
<br />MINIMUM OF ONE JOIST BAY.
<br />15. UNO PER SHEAR WALL SCHEDULE, OR SHOWN ON THE THESE DRAWINGS ALL SHEATHING SHALL BE
<br />NAILED TO THE FARMING AS FOLLOWS:
<br />15.1. FASTENERS SHALL BE 10d COMMON NAILS
<br />15.2. SPACING AT BOUNDARIES AND AT SUPPORTED PANEL EDGES SHALL NOT BE MORE THAN 6 IN.
<br />15.3. SPACING AT INTERMEDIATE FRAMING (FIELD NAILING, F.N.) SHALL NOT BE MORE THAN 12 IN.
<br />15.4. FASTENER PENETRATION IN FRAMING WOOD SHALL NOT BE LESS THAN 1-1/2 IN.
<br />15.5. BLOCK ALL EDGES
<br />15.6. USE 3X LUMBER AT THE CONNECTION OF TWO PANEL EDGES, UNO ON PLANS OR DETAILS.
<br />16. ROOF PLYWOOD SHEATHING SHALL BE CONTINUED BENEATH THE CALIFORNIA FRAMING, IF
<br />APPLICABLE.
<br />17. ALL WOOD STRUCTURAL PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED AT ALL PANEL
<br />EDGES.
<br />18. 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 BLK'G
<br />SHALL BE PROVIDED AT PLYWOOD JOINTS FOR ALL WALLS.
<br />19. ROOF AND FLOOR DIAPHRAGM NAILING SHALL BE INSPECTED BEFORE COVERING.
<br />20. NO PENETRATIONS ARE ALLOWED THROUGH SHEARWALL UNLESS SPECIFICALLY DETAILED ON THESE
<br />NOTES.
<br />21. ALL POST TO BEAM AND BEAM TO POST SHALL BE CONNECT W/ CCQ/ECCQ UNO ON PLAN.
<br />22. ALL BEAMS ARE FLUSH (NOT DROPPED) UNO ON PLAN.
<br />23. EXTERIOR CONSTRUCTION INCLUDING BALCONY, PATIO LUMBERS AND TIMBERS SHALL BE
<br />PRESSURE-TREATED AND GRADE 1 OR BETTER AND CLASSIFIED FOR EXTERIOR CONSTRUCTION, DECK
<br />BOARDS, JOISTS & BEAM ABOVE GROUND SHALL BE CATEGORY 3B OR HIGHER AND POSTS SHALL BE
<br />CATEGORY 4A OR HIGHER AS SPECIFIED BY AWPA STANDARD U1.
<br />24. PATIO COVER SHEATHING OVER JOISTS NOT SPACED MORE THAN 24" OC. SHALL BE 19/32" APA RATED
<br />WITH SPAN RATING 32/16 EXTERIOR EXPOSURE. NAILS SHALL BE 8D WITH MINIMUM FASTENER
<br />PENETRATION IN FRAMING WOOD OF 1-3/8 INCHES. NAIL SPACING AT INTERMEDIATE FRAMING FIELD
<br />NAILING) SHALL BE MORE THAN 12 IN. NAIL SPACINGAT BOUNDARIES AND AT SUPPORTED PANEL EDGES
<br />SHALL NOT BE MORE THAN 6 IN.
<br />25. IF EXISTING CONSTRUCTION IS INCLUDED IN THIS SCOPE OF WORK, ABOVE MENTIONED SHEATHING
<br />REQUIREMENT SHALL BE VERIFIED FOR EXISTING ROOF, FLOOR, AND WALLS THAT ARE INCLUDED WITH
<br />THIS SCOPE OF WORK.SEE GYPSUM BOARD AND EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND
<br />CEMENT PLASTER (STUCCO) FOR THE INSTALLATION OF STUCCO AND DRYWALLS.
<br />26. SEE TYPICAL WALL DETAILS FOR THE ADDITIONAL INFORMATION ON HEADERS, KING STUDS AND JACK
<br />STUDS.
<br />27. SEE GYPSUM BOARD AND EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER
<br />(STUCCO) NOTES FOR THE INSTALLATION OF STUCCO AND DRYWALLS.
<br />28. SOLAR PANEL DESIGN AND CONNECTIONS TO THE SUPPORTING ELEMENTS ARE NOT INCLUDED IN THE
<br />STRUCTURAL SCOPE OF WORK. A MAXIMUM DEAD-LOAD OF 3 PSF WAS CONSIDERED IN THE STRUCTURAL
<br />DESIGN. THE GC SHALL INFORM STRUCTURAL ENGINEER IN WRITING, IF A HEAVIER SOLAR SYSTEM IS USED
<br />IN CONSTRUCTION.
<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. ALL STEEL CONNECTORS INCLUDING BOLTS, SCREWS AND NAILS USED IN EXTERIOR STRUCTURE OR
<br />EXPOSED TO WEATHER SHALL BE STAINLESS STEEL OR HOT-DIP GALVANIZED. FASTENERS IN
<br />PRESERVATIVE TREATED WOOD OR FIRE RETARDANT TREATED WOOD SHALL BE OF HOT DIPPED ZINC
<br />COATED GALVANIZED STEEL OR STAINLESS STEEL.
<br />31. PROVIDE ONE INTERMEDIATE AND END FULL HEIGHT SOLID BLOCKING ALONG ALL THE JOISTS BEAMS
<br />AND RAFTERS WITH SPANS GREATER THAN 8 FT BUT LESS THAN 16 FT. THE INTERMEDIATE BLOCKING
<br />SHALL BE SPACED MID-SPAN OF THE JOIST.
<br />32. PROVIDE TWO INTERMEDIATE AND END FULL HEIGHT SOLID BLOCKING ALONG ALL THE JOISTS BEAMS
<br />AND RAFTERS WITH SPANS GREATER THAN 16 FT BUT LESS THAN 24 FT. THE INTERMEDIATE BLOCKING
<br />SHALL BE SPACED 1/3 OF THE SPAN FROM EACH END.
<br />33. PROVIDE THREE INTERMEDIATE AND END FULL HEIGHT SOLID BLOCKING ALONG ALL THE JOISTS BEAMS
<br />AND RAFTERS WITH SPANS GREATER THAN 24 FT. THE INTERMEDIATE BLOCKING SHALL BE SPACED NOT
<br />MORE THAN 8 FT ALONG THE SPAN FROM EACH OTHER.
<br />1011 W 2ND ST, SANTA ANA,
<br />CA 92703
<br />PROJECT
<br />CLIENT
<br />0'2'4'8'16'
<br />SHEET TITLE
<br />SAZAN INC.
<br />2610 Vista Del Oro, Newport Beach, CA 92660
<br />JUAN GARSIA
<br />S2.01
<br />CLG, ROOF &
<br />FOUNDATION PLAN
<br />11/19/2024
<br />EXP. 06-30-2026
<br />1011 W Second St
<br />5/1/2025
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