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FOUNDATION NOTES
<br />1. SEE SPECIFICATIONS ON SHEET SD-1 FOR ADDITIONAL INFORMATION.
<br />2. BUILDING PAD SOIL BEARING VALUE SHOULD BE AT LEAST 1500 PSF
<br />3. CEMENT USED IN FOUNDATIONS SHALL BE TYPE II UNLESS OTHERWISE REQUIRED
<br />BY THE SOIL ENGINEER.
<br />4. THE FLOOR SLAB SHALL BE POURED LEVEL TO WITHIN 1 /8 INCH IN 10 FEET.
<br />5. THE FLOOR SLAB AND FOUNDATION MAY BE POURED HOMOGENEOUSLY (AT THE
<br />SAME TIME) OR IN TWO POURS, WITH A COLD JOINT BETWEEN THE SLAB AND FOUNDATION,
<br />AT THE CONTRACTORS DISCRESSION. THE DETAILS DRAWN GENERALLY SHOW TWO POURS.
<br />6. ANCHOR BOLTS: AT ALL EXTERIOR WALLS, INSTALL A 5/8" DIA. ANC. BOLTS @ 48" O.C.
<br />WITH MINIMUM EMBEDMENT OF 7 INCHES INTO CONCRETE (U.N.O. ON SHEAR WALL SCHED.)
<br />INCLUDING AT LEATST ONE WITHIN A MAXIMUM OF 12" FROM EACH END. PLATES SMALLER
<br />THAN 24" IN LENGTH, SHALL BE PROVIDED WITH AT LEAST TWO ANC. BOLTS UNLESS
<br />OTHERWISE INDICATED ON PLANS. PROVIDE ALL EXTERIOR WALLS AS INDICATED ON PLANS.
<br />SEE FLOOR FRAMING PLAN FOR REFERENCE IN PROVIDING AN EXTENSION OF ANCHOR BOLTS
<br />ABOVE CONCRETE. HARDWARE SHALL BE TIED INPLACE PRIOR TO PLACEMENT OF CONCRETE.
<br />7. ANY PENETRATIONS INTO PRESSURE TREATED WOOD MUST BE GALVANIZED, STAINLESS
<br />STEEL, SILICON BRONZE OR COPPER NAILS.
<br />8. FOUNDATION SILL PLATE SHALL BE TREATED LUMBER OR FOUNDATION RED WOOD.
<br />9. REFER TO ARCH. DWG. FOR TOP -OF -SLAB ELEVATIONS.
<br />10. NEW / EXISTING OR DEMO STUD WALLS NEED TO BE VERIFIED WITH ARCH. DRAWINGS.
<br />11. ALL HOLDOWNS ANCHOR BOLTS AND STRAPS MUST BE TIED IN PLACE PRIOR TO FOUNDATION
<br />INSPECTION AND POURING CONCRETE.
<br />12. ALL BOLT SIZES SHALL BE DRILLED 1 /32" TO 1 /16" OVERSIZED.
<br />13. SHOT PINS: AT ALL INTERIOR, NON BEARING, NON SHEAR WALLS AND PARTITIONS, INSTALL
<br />A 0.145" DIA. X 2.875" LONG, SHANK AND METAL PLATE WASHER AT 36" O.C. ADDING ONE
<br />AT EACH END. PLATES SMALLER THAN 16" IN LENGTH SHALL HAVE A MINIMUM OF TWO FASTENERS,
<br />ONE AT EACH END. PLATES 16" OR LONGER AND INDICATED AS SHEAR WALLS, PLACE TWO
<br />ADDITIONAL FASTENERS, ONE AT 6" AND ANOTHER AT 10" FROM EACH END.
<br />14. COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
<br />ALL BOLT HOLES SHALL BE DRILLED 1 /32" TO 1 /16" OVERSIZED.
<br />CONTINUOUS INSPECTION BY A DEPUTY
<br />INSPECTOR IS REQUIRED FOR EPDXY ANCHORS.
<br />CONTINUOUS INSPECTION BY A DEPUTY
<br />INSPECTOR REQUIRED FOR INSTALLATION OF
<br />HARDY FRAME HOLDWON ANCHOR BOLTS.
<br />CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION
<br />OF A MAIN WIND- OR SEISMIC FORCE RESISTING SYSTEM/
<br />COMPONENT LISTED IN THE STATEMENT OF SPECIAL
<br />BOLT SIZE I MINIMUM PLATE WASHER SIZE
<br />5/8" 0.229" x 3" x 3"
<br />3/4" 5/16" x 3" x 3"
<br />7/8" 5/ 16" x 3" x 3"
<br />1" I 3/8" x 3 1 /2" x 3 1 /2"
<br />SLOTTING OF WASHER IS ALLOWED TO BE 1.75" LONG.
<br />PAD FOOTING SCHEDULE
<br />NO.
<br />SIZE
<br />THICKNESS
<br />REINFORCEMENT
<br />EAC H WAY
<br />PF1
<br />2'-0"
<br />SQ.
<br />2'-0"
<br />(3)-#4,
<br />BOTTOM
<br />PF2
<br />2'-6"
<br />SQ.
<br />2'-0"
<br />(4)-#4,
<br />BOTTOM
<br />PF3
<br />3'-0"
<br />SQ.
<br />2'-0"
<br />(3)-#5,
<br />BOTTOM
<br />PF4
<br />4'-0"
<br />SQ.
<br />2'-0"
<br />(4)-#5,
<br />BOTTOM
<br />PF5
<br />5'-0"
<br />SQ.
<br />2'-0"
<br />(5)-#5,
<br />BOTTOM
<br />PF6
<br />6'-0"
<br />SQ.
<br />2'-0"
<br />(6)-#5,
<br />BOTTOM
<br />FRAMING NOTES
<br />INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT
<br />RESPONSIBILITY TO THE LADBS INSPECTORS AND THE
<br />1•
<br />REFER TO STRUCTURAL GENERAL NOTES SHEET
<br />OWNER PRIOR TO THE COMMENCEMENT OF WORK
<br />SD1 FOR MORE INFORMATION.
<br />ON SUCH SYSTEM OR COMPONENT.
<br />2.
<br />MULTIPLE ELEMENT MEMBERS (i.e. DBL JOISTS,
<br />DBL STUDS, etc.) SHALL BE NAILED TOGETHER
<br />THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL
<br />W/ 16d's @ 16" O.C. STAGGERED. BEAMS
<br />CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL
<br />COMPOSED OF MULTIPLE PIECES (4X OR LARGER)
<br />REQUIREMENT CONTAINED IN THE STATEMENT OF SPECIAL
<br />SHALL BE BOLTED TOGETHER W/ 1/2"0 M.B.'S
<br />INSPETIONS.
<br />@ 12" O/C., STAG'D.
<br />NAILS FOR PRESERVATIVE -TREATED WOOD SHALL BE
<br />3•
<br />WALL STUDS:
<br />HOT -DIP GALVANIZED
<br />1)
<br />EXTERIOR WALLS:
<br />HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING
<br />a) 1ST FLR. OF 3-STORY BL
<br />3X4 DFL-#2 OR 2X6 STUDSS @ @ 16" 0/C.
<br />REQUIRE APPROVED PLATE WASHERS; AND HOLD-DOWNS
<br />b) 1ST FLR OF 2-STORY BLD'GS AND
<br />SHALL BE FINGER TIGHT AND 1 /2 WRENCH TURN JUST
<br />2ND FLR OF 3-STORY BLD'GS:
<br />PRIOR TO COVERING THE WALL FRAMING. CONNECTOR
<br />2x4 DFL-#2 STUDS @ 16" 0/C.
<br />BOLTS INTO WOOD FRAMING REQUIRE STEEL PLATE
<br />c) OTHER CASES: SHALL BE 2X4 MIN. DFL STUD
<br />WASHERS ON THE POST ON THE OPPOSITE SIDE OF THE
<br />GRADE OR BETTER STUDS @ 16" 0/C. FOR 4"
<br />ANCHORAGE DEVICE. PLATE SIZE SHALL BE A MIN. OF
<br />WALLS & 2X6 MIN. DFL STUD GRADE OR BETTER
<br />STUDS @ 16" 0/C. FOR 6" WALLS, U.N.O.
<br />0.299"X3"X3".
<br />d) ALL OUTSIDE WALL OF EXTERIOR WALL
<br />HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE
<br />ARE BEARING WALL (U.N.O.)
<br />PRIOR TO FOUNDATION INSPECTION.
<br />2)
<br />INTERIOR WALLS:
<br />FASTENERS FOR PRESERVATIVE -TREATED OR FIRE -RETREATED
<br />a) ALL INTERIOR SHEAR/ BEARING WALLS SHALL
<br />BE 2X4 MIN. STUD GRADE OR BETTER STUDS @ 16"
<br />WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED
<br />0/C. FOR 4" WALLS & 2X6 MIN. DFL STUD GRADE
<br />STEEL IN ACCORDANCE WITH ASTM A 153.
<br />OR BETTER STUDS @ 16" 0/C. FOR 6" WALLS,
<br />ALL EXTERIOR AND WOOD FRAMED HIMNEYS MUST
<br />b) ALL INTERIOR NON -BEARING/ NON -SHEAR WALL
<br />BE SHEATHED WITH SHEAR PANEL 1 (U.N.O.).
<br />SHALL BE 2X4 STUD GRADE OR BETTER STUDS
<br />@ MAX. 24" 0/C. U.N.O.
<br />1 /8" GAP AT ALL PLYWOOD PANEL EDGES REQUIRED.
<br />4.
<br />U.N.O. PROVIDE SOLID BLOCKING OR DBL. JOIST
<br />CONTINUOUS INSPECTION BY DEPUTY
<br />UNDER ALL WALLS ABOVE.
<br />INSPECTOR IS REQUIRED FOR ALL CONCRETE
<br />DESIGNED WITH STRENGTH GREATER THAN
<br />5.
<br />WHERE HANGERS ARE NEEDED, WHETHER
<br />2,500 PSI.
<br />INDICATED ON PLAN OR NOT, U.N.O., USE "U" OR
<br />"LB" "HU"
<br />HANGERS FOR JOSTS/RAFTERS, & OR
<br />[INSPECTOR TO VERIFY] BOTL HOLES SHALL BE
<br />"HW" HANGERS FOR BEAMS OR MULTIPLE JOISTS.
<br />MAX. 1 /16" OVERSIZED.
<br />6.
<br />WHERE SHEAR WALLS ARE THRU WALLS AS
<br />MIN. 2x6 WALL STUD FRAMING AT PLUMBING WALLS
<br />INDICATED ON PLANS, SHEAR MATERIAL SHALL
<br />TO ACCOMMODATE DRILLING AND NOTCHING OF STUDS.
<br />BE CONT. THRU WALLS.
<br />7.
<br />ALL POSTS/MULTIPLE STUDS IN WALLS SHALL
<br />[FOR THE LOCATION OF PLUMBING WALLS, SEE ARCH PLAN]
<br />RECEIVE EDGE NAILING FROM WALL SHEATHING.
<br />ALL BM'S, DRAGS GIRDER TRUSSES SHALL
<br />PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD
<br />RECEIVE BOUDARY NAILING FROM SHEATHING.
<br />SHEAR WALLS, SHEAR PANELS, AND DIAPHRAGMS,
<br />8.
<br />CONTRACTOR SHALL VERIFY EXACT HEIGHT AND
<br />INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER
<br />LOCATION OF HARDY FRAME OR STRONG WALL.
<br />FASTENING TO COMPONENTS OF THE SEISMIC FORCE
<br />9.
<br />FURR CEILINGS TO CONCEAL VALLEY OR HIP
<br />RESISTING SYSTEM. SPECIAL INSPECTION BY A DEPUTY
<br />THAT ARE BELOW TOP PLATE LINE
<br />INSPECTOR IS REQUIRED WHERE THE FASTENER SPACING
<br />10.
<br />FURR ALL WALLS AS REQ'D IF SHEAR WALL DOES NOT
<br />OF THE SHEATHING IS 4" O.C. OR LESS.
<br />COVER ENTIRE WALL TO WALLS FLUSH
<br />FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR
<br />11.
<br />SHEAR WALLS ARE TO ROOF SHEATHING
<br />PRESERVATIVE -TREATED WOOD.
<br />12.
<br />WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR
<br />PIPES, A METAL TIE MINIMUM 0.058" THICK AND 1 1/�
<br />IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A
<br />WIDE SHALL BE FASTENED TO EACH PLATE ACROSS
<br />SOIL INVESTIGATION REPORT MAY BE REQUIRED.
<br />AND TO EACH SIDE OF THE OPENING WITH NOT
<br />LESS THAN 6-16d NAILS.
<br />MINIMUM ANCHOR BOLTS WITH A MINIMUM 7" EMBEDMENT.
<br />13.
<br />WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHIN(
<br />THAT REST ON EXTERIOR FOUNDATION WALLS AND
<br />AT LEAST TWO (2) ANCHOR BOLTS PER PLATE WITH A
<br />ARE LESS THAN 8 INCHES FROM EXPOSED EARTH
<br />MINIMUM 7-BOLT DISTANCE FROM THE END OF THE SILL
<br />SHALL BE OF PRESERVATIVE -TREATED WOOD.
<br />PLATE, BUT NOT MORE THAN 12".
<br />14.
<br />COORDINATE AND VERIFY ALL DIMENSIONS WITH
<br />ARCHITECTURAL DRAWINGS.
<br />55. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE
<br />COVERING, FACE GRAIN OF PLYWOOD SHALL BE
<br />PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE
<br />TONGUE AND GROOVE OR BLOCKED PANEL EDGES.
<br />PLYWOOD SPANS SHALL CONFORM WITH TABLE 2304.7.
<br />16. ROOF DIAPHRAGM USE 1 /2" CDX (P.I. 32/16) NAIL W,
<br />8d @ 6" O.C. EDGE (BLOCKED) AND 8d @ 12" O.C.
<br />FIELD & MST37 PER CHORD SPLICE.
<br />17. SHEAR WALLS SHALL RUN CONTINUOUSLY FROM
<br />FOUNDATION TO ROOF FRAMING.
<br />18. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL
<br />UTILIZE COMMON NAILS OR GALVANIZED BOX.
<br />CODE REFERENCE NUMBER (SIMPSON HARDWARE)
<br />HARDWARE ICC-ES ESRR# IAPMO UES ER#
<br />A34, A35, LPT5 J096 112
<br />LPT4 J096 172
<br />GH46, GH48 2616 --
<br />MSTA, MSTC, FHA,
<br />LSTA, ST,, MST,
<br />2105
<br />--
<br />CMST, CS
<br />HU, HUC, L U, U
<br />2549
<br />- -
<br />HGU, HHGU,
<br />MGU, LGU
<br />2552
<br />--
<br />PSL, L IV, LSL
<br />I J87
<br />HDU, HDOB
<br />HHDO, DTT
<br />25828
<br />HD, HDB
<br />- -
<br />143
<br />EPCZ, ECCO
<br />ECC, EC
<br />2604
<br />- -
<br />HRRC
<br />2551
<br />LTS
<br />2615
<br />ROOF DIAPHRAGM
<br />1 /2" CDX (P.I. 32/16) NAIL
<br />VU/ 8d @ 6" O.C. EDGE (UNBLOCKED)
<br />AND 8d @ 12" O.C. FIELD
<br />& MST37 PER CHORD SPLICE. (ONLY
<br />DBL. TOP SPLICE AT THE SAME LOCATION)
<br />ROOF AND CEILING FRAMING PLAN
<br />L-
<br />� -v-v-v
<br />>
<br />MST48
<br />MST48
<br />SYMBOLS & LEGENDS
<br />NEW WALL
<br />1
<br />10.25 SHEAR PANEL SCHEDULE & LENGTH
<br />SIMPSON HOLDOWNS
<br />DIRECTION, SPAN OF 2x8 @ 16" O.C. (U.N.O.)
<br />ROOF RAFTER (R.R.)
<br />DIRECTION, SPAN OF 2x8 16" O.C. (U.N.O.)
<br />R v CEILING JOIST (C.J.)
<br />EXISTING ROOF LAYOUT
<br />\ DIRECTION, SPAN OF EXISTING ROOF RAFTER (EX. R.R.)
<br />CONTRACTOR NOTE:
<br />1. CONTRACTOR TO VERIFY ALL EXISTING
<br />FRAMING/CONDITIONS AND NOTIFY THE
<br />ENGINEER OF ANY DISCREPANCIES
<br />IMMEDIATELY PRIOR TO COMMENCING ANY
<br />WORK.
<br />2. PLYWOOD OF SHEAR WALL CAN BE INSTALLED
<br />ON EITHER SIDE OF WALL.
<br />CITY OF SANTA ANA
<br />ANnning and Building Agenc
<br />4x4/ 4x6/ 6x6 POSTS (U.N.O.)
<br />S2.2
<br />DETAIL KEYS
<br />SHEAR PANEL - PLYWD. ON 0 E SIDE
<br />I- NEW FOOTING
<br />A pproved
<br />R PERMIT ISSUANCE
<br />I I CONCRETE SLAB ON GRADE Ma ter ID:
<br />I_
<br />NEW ROOF LAYOUT Da e:
<br />MST 37 _ SIMPSON DRAG STRAP
<br />AHJ STAMP APPROVAL
<br />r EXISTING FOOTING TO BE REMAINED
<br />L__ __J
<br />BEARING WALL
<br />2x4 MIN. @ 16" O.C.
<br />DFL NO.2 (U.N.O.)
<br />EXTERIOR WALL
<br />2x4 MIN. @ 16" O.C.
<br />DFL NO.2 (U.N.O.)
<br />FOUNDATION PLAN
<br />21
<br />> 1
<br />IFCENGIN ENGINEERING. Na
<br />CONSULTING ENGINEERS
<br />STRUCTURAL DESIGN
<br />1822 E Route 66, Suite 328
<br />Glendora, CA 91740
<br />Office: (818) 814-8268
<br />Email: ifcengineeringca@gmail.com
<br />THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
<br />CONDITIONS OF THE JOB PRIOR TO STARTING
<br />CONSTRUCTION, AND THE ARCHITECT/ DESIGNER/
<br />ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY
<br />DISCREPANCIES INCONSISTENCIES. CHECK WITH
<br />ARCHITECT FOR ACTUAL DIMENSIONS.
<br />THIS DRAWINGS, DOCUMENTS, DESIGNED ARE THE
<br />PROPERTY AND COPYRIGHTS OF IFC ENGINEERING.
<br />THOSE ARE FOR USE ON THE SPECIFIED PROJECT, AND
<br />NO PART THEREOF SHALL BE COPIED OR DISCLOSED TO
<br />OTHERS WITHOUT WRITTEN PERMISSION FROM IFC
<br />ENGINEERING.
<br />QROVESS/ON9
<br />14C.Wpy�lF�
<br />Flo. C69393
<br />W Ex 06/30/2026�
<br />v
<br />9T CIVIC ��Q
<br />\or CAL�F��
<br />Stamp:
<br />Residential Project for:
<br />PRIVATE
<br />RESIDENCE
<br />1519 PARK DRIVE
<br />SANTA ANA, CA 92707
<br />Project:
<br />STRUCTURAL
<br />FRAMING
<br />PLAN
<br />Drawing Title:
<br />PLAN CHECK
<br />PCC1 02-08-2026
<br />Revisions: Date
<br />Date: 11-22-2025
<br />Scale: 1 /4"= V-0"
<br />Drawn By: IFC
<br />Job Number: 1102015A
<br />S1
<br />
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