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<br />F1
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<br />A B C D
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<br />2
<br />L=6'-9"
<br />2
<br />L=10'-0"
<br />2
<br />L=10'-0"
<br />2
<br />L=8'-0"
<br />2
<br />L=6'-0"
<br />2
<br />L=
<br />8
<br />'
<br />-
<br />0
<br />"
<br />2
<br />L=
<br />4
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<br />-
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<br />3
<br />L=
<br />8
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<br />-
<br />0
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<br />SD1
<br />11
<br />SD1
<br />11
<br />SD1
<br />2
<br />SD1
<br />12
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<br />2
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<br />12
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<br />14
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<br />13
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<br />6
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<br />L=
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<br />2
<br />L=
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<br />2
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<br />-
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<br />-
<br />4
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<br />1
<br />L=8'-0"
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<br />(1)-CMST
<br />C
<br />1
<br />6
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<br />15
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<br />SYMBOL FOOTING DESCRIPTION
<br />PAD FOOTING SCHEDULE
<br />F1
<br />UPPER ROOF FRAMING PLAN
<br />SCALE: 1/4" = 1'
<br />2ND FLOOR & LOWER ROOF FRAMING PLAN
<br />SCALE: 1/4" = 1'
<br /> FOUNDATION PLAN
<br />SCALE: 1/4" = 1'
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<br />A B C D
<br />2
<br />L=6'-9"
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<br />L=6'-0"
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<br />L=
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<br />L=
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<br />5 HDU
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<br />5
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<br />HDU
<br />5
<br />HDU
<br />5
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<br />5
<br />HDU
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<br />1
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<br />2
<br />SD1
<br />1
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<br />2
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<br />1
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<br />5
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<br />1
<br />SD3
<br />1
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<br />3
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<br />8
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<br />16TYP.
<br />SD3
<br />16TYP.
<br />SD3
<br />16TYP.
<br />SD3
<br />16TYP.
<br />SD3
<br />20TYP.SD1
<br />10TYP.
<br />SD3
<br />6
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<br />4
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<br />SD2
<br />3
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<br />4
<br />(1)-CMST
<br />C
<br />1
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<br />(1)-CM
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<br />T
<br />C
<br />1
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<br />SD2
<br />1 TYP.
<br />SD2
<br />1 TYP.
<br />(1)-CMST
<br />C
<br />1
<br />6
<br />(1)-CMST
<br />C
<br />1
<br />6
<br />(1)-CMST
<br />C
<br />1
<br />6
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<br />)
<br />-
<br />C
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<br />6
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<br />SD2
<br />10
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<br />sheet title:
<br />revisions:
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<br />job number:
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<br />9
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<br />4
<br />AR24-1018
<br />DATE: 07/29/2025
<br />THESE DRAWINGS AND
<br />SPECIFICATIONS, IDEAS, DESIGNS AND
<br />ARRANGEMENTS ARE, AND SHALL
<br />REMAIN, THE PROPERTY OF AB33R
<br />ENGINEERING LLC. NO PART SHALL BE
<br />COPIED, REPRODUCED OR OTHERWISE
<br />USED, DIRECTLY OR INDIRECTLY, IN
<br />WHOLE OR IN PART, IN CONNECTION
<br />WITH ANY OTHER WORK OR PROJECT
<br />WITHOUT THE WRITTEN CONSENT OF
<br />AB33R ENGINEERING. VISUAL CONTACT
<br />WITH THESE DRAWINGS AND/OR
<br />SPECIFICATIONS SHALL CONSTITUTE A
<br />PRIMA FACIE EVIDENCE OF
<br />ACCEPTANCE OF THESE RESTRICTIONS.
<br />2610 E EMBRY LN.
<br />ONTARIO, CA 91762
<br />TEL: (909) 907 - 3949
<br />EMAIL:
<br />ab33r.engineering@gmail.com
<br />AB33R
<br />ENGINEERING
<br />S1
<br />FOUNDATION,
<br />2ND FLOOR FRAMING &
<br />UPPER ROOF FRAMING
<br />PLAN
<br />ANCHOR BOLT AND HOLDOWNS :
<br />1. PROVIDE 3"x3"x0.229" THICK WASHER PLATES AT ALL ANCHOR
<br />BOLTS. PLATE WASHER EDGE IS TO BE LOCATED MAX 1/2" FROM
<br />THE FACE OF WALL SHEATHING.
<br />2. ALL TIE-DOWN HARDWARE (ANCHOR BOLTS, HOLDOWNS, STRAPS,
<br />ETC.) SHALL BE TIED-IN-PLACE PRIOR TO FOUNDATION INSPECTION.
<br />INSPECTOR SHALL BE NOTIFIED AND MUST INSPECT PLACEMENT
<br />PRIOR TO POURING OF FOUNDATION OR SLAB.
<br />3. HOLD-DOWNS SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING
<br />THE WALL FRAMING. HOLD-DOWN CONNECTORS SHALL BE
<br />TIGHTENED TO FINGER TIGHT PLUS ONE HALF (12) WRENCH TURN JUST
<br />PRIOR TO COVERING THE WALL FRAMING.
<br />4. FASTENERS IN PRESERVATIVE-TREATED WOOD (I.E. ANCHOR BOLTS,
<br />PLATE WASHERS, NAILS, SCREWS, ETC.) SHALL BE APPROVED
<br />SILICON BRONZE OR COPPER, STAINLESS STEEL, OR HOT-DIPPED
<br />ZINC-COATED STEEL. (CBC 2304.9.5.1)
<br />ANCHOR BOLTS MAY HAVE A MECHANICALLY DEPOSITED ZINC
<br />COATING WITH WEIGHTS PER ASTM B 696, CLASS 55.
<br />5. FOUNDATION PLATE BOLTING (MIN.): PROVIDE 5/8" x 12" A307
<br />ANCHOR BOLTS, EMBEDDED 9" MIN. INTO CONCRETE. THERE SHALL
<br />BE A MINIMUM OF TWO (2) BOLTS PER PLATE, WITH ONE (1) BOLT
<br />LOCATED WITHIN 12" OF END, AND SPACED 6'-0" O.C. UNLESS
<br />OTHERWISE NOTED.
<br />6. FOR ANCHOR BOLTS SPACING AT SHEAR PANELS, SEE SHEAR WALL
<br />SHCEDULE (S.W. SCHD.) PER SHEAR WALL TYPE SPECIFIED ON
<br />FOUNDATION PLAN.
<br />FOUNDATION MATERIALS
<br />7. WHERE FRAMING LUMBER IS IN DIRECT CONTACT WITH, OR LESS
<br />THAN 1-12" FROM CONCRETE, USE FOUNDATION GRADE REDWOOD
<br />OR PRESSURE TREATED DOUGLAS-FIR LUMBER.
<br />8. PROVIDE 116" THICK (MIN.) CORROSIVE-RESISTANT METAL BASE-PLATE
<br />FOR UNTREATED WOOD POSTS IN-CONTACT WITH ALL CONCRETE.
<br />9. POSTS ON CONCRETE FLOORS EXPOSED TO WEATHER OR, IN
<br />BASEMENTS SHALL BE SUPPORTED BY CONCRETE PIERS OR METAL
<br />PEDASTALS AT LEAST 6" ABOVE GROUND AND/OR 1" ABOVE FLOOR.
<br />10. VAPOR-BARRIER MATERIAL SHALL BE POLYETHYLENE FILM (VISQUEEN
<br />OR EQUIVALENT) AND SHALL BE PLACED UNDER ALL HOUSE SLABS
<br />AND UNDER GARAGE SLABS, WHERE NOTED ON PLANS, WITH SIX
<br />INCH (6") MIN. SEALED LAP SPLICES.
<br />11. PROVIDE SUCCO BASE SCREED (SEC.4706E)
<br />12. ALL REINFORCEMENT BARS SHALL CONFORM TO ASTM A615,
<br />GARDE-60 (fY = 60 KSI).
<br />SOIL PARAMETERS & SOIL PREPARATION:
<br />13. SOIL BEARING VALUES ARE USED 1500 PSF. ADDITIONAL SOIL
<br />PARAMETERS ARE LISTED ON DESIGN CRITERIA ON GENERAL NOTES
<br />SHEET.
<br />14. PRIOR TO PLACING CONCRETE, SUB-GRADE SOIL BELOW ALL
<br />CONCRETE FLOOR SLABS SHALL BE RE-MOISTURIZED TO 90% OF
<br />OPTIMUM MOISTURE TO A DEPTH OF 12 INCHES IMMEDIATELY
<br />PRIOR TO PLACEMENT OF THE MOISTURE BARRIER OR POURING OF
<br />CONCRETE.
<br />15. PRIOR TO FOUNDATION INSPECTION, A REGISTERED SOILS ENGINEER
<br />SHALL BE REQUIRED TO TEST THE SOIL AT THE BOTTOM OF THE
<br />FOUNDATION EXCAVATION AND SUBMIT A CERTIFICATE TO THE
<br />BUILDING OFFICIAL JUSTIFYING THE BEARING VALUE AND
<br />COMPETENCE OF THE SOIL ACCORDING TO THE DESIGN VALUE USED
<br />IN LIEU OF REQUIRING A SOILS REPORT PRIOR TO PALCEMENT OF
<br />REINFORCEMENT STEEL.
<br />GENERAL NOTES TO CONTRACTOR:
<br />16. CONTRACTOR SHALL VERIFY FOUNDATION DIMENSIONS WITH FLOOR
<br />PLAN DIMENSIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT
<br />PRIOR TO START OF CONSTRUCTION.
<br />17. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES ALL
<br />REQUIREMENTS FOR THEIR MATERIALS TO BE INSTALLED UNDER/IN
<br />SLAB.
<br />18. VERIFY LOCATIONS OF ALL HOLDDOWNS WITH FRAMING PLANS &
<br />FRAMING CONTRACTOR PRIOR TO INSTALLATION.
<br />19. ALL FOUNDATION EXCAVATIONS MUST BE OBSERVED AND
<br />APPROVED BY THE PROJECT ENGINEERING GEOLOGIST AND/OR
<br />PROJECT GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF
<br />REINFORCING STEEL.
<br />20. PLUMBING AND ELECTRICAL TRENCHES UNDER THE SLAB SHALL BE
<br />BACKFILLED WITH SAND AND COMPACTED BY MECHANINICAL
<br />TAMPING.
<br />21. FOUNDATION CONSTRUCTION MAY BE OF TWO-POUR
<br />CONFIGURATION, HOWEVER, IF CONTRACTOR OPTS TO UTILIZE A
<br />TWO-POUR CONFIGURATION, FOUNDATION SHALL BE FORMED SO
<br />AS TO CREATE A 'CURB' CONDITION @ ALL PERIMETER AND STEP
<br />BREAK LOCATIONS THEREBY, ASSURING A MONOLITHIC CONDITION
<br />FOR HOLDOWNS, STRAPS AND ANCHOR BOLTS.
<br />22. ANY PLUMBING DRAINPIPE OR VENT PIPE CUT THROUGH A STUD
<br />WALL SHALL BE 2x6 STUD WALL OR TWO 2x4 WALLS WITH PLYWOOD
<br />SHEAR PANEL ON NON-PLUMBING WALL.
<br />FOUNDATION NOTES
<br />HOLDOWN SCHEDULE
<br />LOADSHOLDOWN
<br />HOLDOWN SCHEDULE
<br />LOADSANCHORHOLDOWN
<br />A35 OR LTP4 @
<br />24"o.c.
<br />ANCHOR BOLT SCHD.
<br />532
<br />MATERIAL AND NAILING DESCRIPTIONSYMBOL
<br />SHEARWALL SCHEDULE - CBC 2022 (1, 2, 3, 4, 5)
<br />2x PLATE W/ 16d @ 3"o.c.
<br />2x PLATE W/ 16d @ 6"o.c.
<br />2x PLATE W/ 16d @ 4"o.c.A35 OR LTP4 @
<br />16"o.c.
<br />A35 OR LTP4 @
<br />12"o.c.
<br />365
<br />8d @ 4"o.c. E.N. / 12"o.c. F.N.
<br />8d @ 6"o.c. E.N. / 12"o.c. F.N.
<br />1/2" OSB W/2x SILL PLATE W/
<br /> 12" DIA A.B. @ 36"o.c.
<br />3x SILL PLATE W/ 58" DIA
<br />A.B. @ 24"o.c.
<br />1/2" OSB W/
<br />685 8d @ 3"o.c. E.N. / 12"o.c. F.N.
<br />(SEE NOTE 13)
<br />1/2" OSB W/
<br />ON 3x FRAMING
<br />895 8d @ 2"o.c. E.N. / 12"o.c. F.N.
<br />ON 3x FRAMING (SEE NOTE 13)
<br />2x PLATE W/ 12" x 8" LONG LAG
<br />SCREWS @ 8"o.c. INTO 4x RIM
<br />JOIST/BLOCK'G.
<br />A35 OR LTP4 @
<br />10"o.c.
<br />1/2" OSB W/
<br />10d @ 2"o.c. E.N. / 12"o.c. F.N.
<br />1/2" STRUCTURAL 1 PLYWOODW w/3x PLATE W/ 12" x 8" LONG LAG
<br />SCREWS @ 6"o.c. INTO 4x RIM
<br />JOIST/BLOCK'G.
<br />A35 OR LTP4 @
<br />8"o.c.1217
<br />3x SILL PLATE W/ 58" DIA
<br />A.B. @ 24"o.c.
<br />(SEE NOTES 13)ON 3x FRAMING
<br />SHEAR TRANSFER
<br />RIM JOIST/BLOCKING
<br />*(SEE NOTE 15)
<br />BOTTOM PLATE
<br />SIZE & NAILING
<br />(SEE NOTE 16)
<br />(SEE NOTE 16)
<br />(SEE NOTE 16)
<br />& SILL PLATE SIZE
<br />*(SEE NOTE 9, 10, 11)
<br />3x SILL PLATE W/ 58" DIA
<br />A.B. @ 20"o.c.
<br />3x SILL PLATE W/ 58" DIA
<br />A.B. @ 18"o.c.
<br />1
<br />2
<br />3
<br />4
<br />5
<br />(SEE NOTE 13)ON 3x FRAMING
<br />MAX DESIGN SHEAR CAP. (PLF)
<br />EQ WIND
<br />532
<br />364
<br />686
<br />896
<br />1218
<br />* SEE SHEAR WALL NOTES ON SHEET-SN
<br />1.ROOF SHEATHING SHALL BE:
<br />12" APA PLYWOOD OR ORIENTED STRAND BOARDS WITH 24"/16" SPAN RATING.
<br />UNBLOCKED = 8d COMMON NAILS @ 6" o.c. AT ALL EDGES,/12" OC FIELD MINIMUM PENETRATION IS 158" INTO FRAMING.
<br />B.N. APPLIES TO ALL SUPPORTED PLYWOOD EDGES AT:
<br />PLYWOOD EDGES, PERIMETER WALLS, & SHEARWALLS.
<br />** INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
<br />2.FLOOR SHEATHING SHALL BE:
<br />3/4" APA RATED STURDI-I-FLOOR, T&G, 24" o.c. SPAN RATING, EXPOSURE 1
<br />10d COMMON NAILS @ 6" o.c. B.N.,
<br />10d COMMON NAILS @ 12" o.c. F.N.,
<br />B.N. APPLIES TO ALL SUPPORTED PLYWOOD EDGES AT:
<br />PLYWOOD EDGES, PERIMETER WALLS, & SHEARWALLS.
<br />3. TJI JOISTS (ESR-1153), TIMBERSTRANDS, AND PARALLAMS (ESR-1387)
<br />MANUFACTURER SHALL BE 'TRUSS JOIST MACMILLAN' OR EQUIVALENT.
<br />4. DO NOT CUT, NOTCH, DRILL, BORE, SHAVE, TAPER OR FOR ANY REASONS MODIFY PRE-ENGINEERED / MANUFACTURED
<br />STRUCTURAL ELEMENTS SUCH AS GLUED-LAMINATED MEMBERS, PARALLAMS, MICROLLAMS, I-JOISTS, LIGHT GAUGE
<br />METAL MEMBERS AND OTHER SIMILAR TIMBER OR STEEL PRODUCTS UNLESS SUCH MODIFICATIONS ARE WITHIN THE
<br />WRITTEN PARAMETERS SET FORTH BY THE MANU- FACTURER OF THAT PRODUCT OR A LETTER OF CERTIFICATION FROM
<br />THE MANUFACTURER'S ENGINEER WITH DETAIL SIGNED AND STAMPED IS ISSUED AND AUTHORIZED BY THE PROJECT
<br />ENGINEER OF RECORD AND APPROVED BY THE CITY OF GOVERNING BUILDING OFFICIAL.
<br />5. USE SIMPSON "LU" HANGERS TYPICALLY FOR ALL DECK JOIST & OTHER DIMENSIONAL LUMBER, U.N.O.
<br />6. USE SIMPSON 'IUS' HANGERS WHERE TJI FLOOR JOIST ARE UTILZED, U.N.O.
<br />7. BEAMS BEARING ON TOP PLATES SHALL HAVE A SIMPSON 'A34' EACH SIDE (U.N.O.). ALIGN DBL 2x STUDS (U.N.O.)
<br />BELOW. NAIL TOGETHER WITH 16d @ 16"o.c.
<br />8. ALL POSTS TO TOP PLATE AND SILL PLATE CONNECTIONS SHALL BE SIMPSON 'A34' U.N.O.
<br />9. PROVIDE 'MSTC28' STRAP ACROSS ALL DISCONTINUOUS DBL. TOP PLATES.
<br />10. PROVIDE DOUBLE JOISTS @ SIDES & ENDS OF ALL OPENINGS. (U.N.O.) NAIL TOGETHER WITH 16d @ 12"o.c. (TYP.)
<br />11. PROVIDE DBL. JOISTS BELOW ALL INTERIOR WALLS 8'-0" OR GREATER IN LENGTH. PROVIDE BLOCKING @ 1/3 SPANS.
<br />12. ALL SHEAR PANEL SHALL BE APPLIED DIRECTLY TO STUDS PRIOR TO INSTALLATION OF DECORATIVE POP-OUTS AND TRIM.
<br />13. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT THE EDGES OF ALL SHEETS IN PLYWOOD SHEARWALLS.
<br />14. ALL PLYWOOD EDGES OF FLOOR/DECK DIAPHRAGMS SHALL BE SUPPORTED BY 2x OR WIDER FRAMING ELEMENTS.
<br />15. PROVIDE MULTIPLE STUDS UNDER BEAMS OR TRUSSES TO MATCH WIDTH OF SUPPORTED MEMBER, TYP. STUDS SHALL
<br />BE CONTINUED IN LOWER FLOORS AND/OR CRAWL SPACE TO FOOTING, TYP.
<br />16. PROVIDE SOLID BLOCKING UNDER POSTS AND MULTIPLE STUDS TO TRANSFER LOADS TO POSTS/STUDS BELOW.
<br />17. ANY PLUMBING DRAINPIPE OR VENT PIPE CUT THROUGH A STUD WALL SHALL BE 2x6 STUD WALL OR TWO 2x4 WALLS
<br />WITH PLYWOOD SHEAR PANEL ON NON-PLUMBING WALL.
<br />18. PROVIDE DOUBLE-FLOOR JOIST BELOW BATH-TUBS.
<br />FRAMING NOTES
<br />3-31-233-31-253/31/273/31/27
<br />08/01/2025
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