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816 N Towner St #2 - Plan
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816 N Towner St #2 - Plan
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Last modified
7/31/2025 3:04:59 PM
Creation date
6/1/2025 12:08:10 PM
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Permit Number
101118924
Full Address
816 N Towner St Unit# 2
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101118924 - Permit
(Permit - Plan)
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\Building\Permits\T\Towner St\816 N Towner St Unit# 2
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1.REFER TO STRUCTURAL NOTES ON SHEET S1.0 AND TYPICAL DETAILS ON <br />SHEETS S3.0-S3.3. THESE NOTES AND DETAILS SHALL BE USED WHERE <br />APPLICABLE WHETHER SPECIFICALLY REFERENCED ON PLANS OR NOT. <br />2.CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES WITH <br />STRUCTURAL REQUIREMENTS INDICATED. REFER TO ARCHITECTURAL, CIVIL, <br />MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. <br />3.REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. <br />4.NON-STRUCTURAL ELEMENTS IN NATURE SUCH AS DRAINS, SUMPS, EXTERIOR <br />HARDSCAPE, MECHANICAL UNITS, ETC., ARE TO BE DESIGNED BY OTHERS. <br />5.STRUCTURAL WALLS ARE WALLS THAT RESIST GRAVITY, WIND, AND/OR <br />SEISMIC LOADS. ALL EXTERIOR WOOD FRAMED WALLS ARE STRUCTURAL <br />WALLS. WALLS OR PORTIONS NOT INDICATED ON THE STRUCTURAL <br />DRAWINGS ARE PARTITION WALLS. REFER TO ARCHITECTURAL DRAWINGS <br />FOR LOCATION AND EXTENT OF PARTITION WALLS. <br />6.FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR <br />PRESERVATIVE-TREATED WOOD. FIELD-CUT ENDS, NOTCHED, AND BORINGS <br />SHALL BE FIELD-TREATED. FASTENERS IN TREATED WOOD SHALL BE <br />APPROVED SILICON BRONZE/COPPER, STAINLESS STEEL, OR HOT-DIPPED <br />ZINC COATED STEEL. <br />7.ALL WOOD FRAMED STRUCTURAL WALLS ARE TO BE 2x4 STUDS @ 16" O.C., <br />U.O.N. (USE 2x6 STUDS @ 16" O,C, AT PLUMBING WALLS). <br />8.ANCHOR BOLTS AT STRUCTURAL WALLS REQUIRE A PLATE WASHER WITH <br />MINIMUM SIZE OF 0.299"x3"x3". <br />9.ANCHOR BOLTS AND HOLDOWN ANCHORS, SHALL BE TIED IN PLACE PRIOR TO <br />FOUNDATION INSPECTION. <br />10.SHEAR WALL SHEATHING SHOWN ON ONE SIDE MAY ALTERNATIVELY BE <br />SHEATHED ON THE OPPOSITE SIDE OF THE WALL. <br />11.EXTREME CARE SHOULD BE TAKEN WHEN DOING FOUNDATION WORK WITH <br />POST-TENSIONED SLABS (WHERE APPLICABLE). NO TENDONS SHALL BE <br />DAMAGED OR CUT. NOTIFY THE ENGINEER OF RECORD PRIOR TO ANY <br />DRILLING, CORING, SAQ-CUTTING, ETC. USE NON-DESTRUCTIVE METHODS TO <br />LOCATE TENDONS PRIOR TO ANY WORK. <br />12.IF ADVERSE SOILS CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION <br />MAY BE REQUIRED. <br />SPREAD FOOTING PER SCHEDULE ON THIS SHEET2.0 <br />WOOD POST SIZE. MARK IS INDICATED AT THE BASE OF THE POST <br />SHEAR WALL POST AND HARDWARE MODEL SEE DETAIL 1/S3.1 FOR <br />INSTALLATION DETAILS <br />0'-00" <br />6 WOOD SHEARWALL. SEE SHEARWALL SCHEDULE ON S2.0 FOR <br />ASSEMBLY AND DETAIL REFERENCES. SHEARWALLS STARTS AT <br />FOUNDATION AND CONTINUES UP TO ROOF LEVEL <br />(E) CONCRETE FOOTING, INDICATED WITH DASHED LINES <br />4x4 <br />HDU2 <br />SCALE: = 1'-0" <br />N <br />FOUNDATION PLAN <br />1/4"SCALE: = 1'-0" <br />N <br />ROOF FRAMING PLAN <br />1/4" <br />4x4 <br />POST <br />PLAN NOTES <br />LEGEND <br />TYPE <br />SHEATHING <br />(1) <br />15 <br />32 STRUC 1 <br />O.S. <br />NAIL <br />SIZE <br />(2) <br />EDGE & FIELD <br />NAIL <br />SPACING <br />10d 6" & 12" <br />0'-00" <br />6 <br />SILL TO <br />WOOD <br />CONN. <br />SDS1 <br />4"x6" <br />@ 16" <br />SILL TO <br />CONC. CONN. <br />2x:5 <br />8" DIA. A.B. @32" <br />3x:5 <br />8" DIA. A.B. @48" <br />ALLOW <br />SHEAR <br />(PLF) <br />312 <br />SHEAR <br />WALL <br />TYPE (3) <br />I <br />15 <br />32 STRUC 1 <br />O.S. <br />10d 4" & 12" <br />0'-00" <br />4 SDS1 <br />4"x6" <br />@ 12" <br />3x:5 <br />8" DIA. A.B. @32"469 II <br />15 <br />32 STRUC 1 <br />O.S. <br />10d 3" SGRD. & 12" <br />(4)0'-00" <br />3 SDS1 <br />4"x6" <br />@ 9" <br />3x:5 <br />8" DIA. A.B. @24"611 II <br />15 <br />32 STRUC 1 <br />O.S. <br />10d <br />0'-00" <br />2 SDS1 <br />4"x6" <br />@ 6" <br />3x:5 <br />8" DIA. A.B. @16"745 II <br />15 <br />32 STRUC 1 <br />D.S. <br />10d <br />0'-00" <br />4D SDS1 <br />4"x6" <br />@ 6" <br />3x:5 <br />8" DIA. A.B. @16"938 III <br />15 <br />32 STRUC 1 <br />D.S. <br />10d <br />0'-00" <br />3D SDS1 <br />4"x6" <br />@ 4" <br />3x:5 <br />8" DIA. A.B. @12"1223 IV <br />15 <br />32 STRUC 1 <br />D.S. <br />10d <br />0'-00" <br />2D SDS1 <br />4"x6" <br />@ 3" <br />3x:5 <br />8" DIA. A.B. @8"1600 IV <br />2" SGRD. & 12" <br />(4) <br />4" & 12" <br />3" SGRD. & 12" <br />(4) <br />2" SGRD. & 12" <br />(4) <br />NOTES: <br />1.O.S. INDICATES SHEATHING ON ONE SIDE OF THE WALL. <br /> D.S. INDICATES SHEATHING ON BOTH SIDES OF THE WALL. <br />2.USE COMMON WIRE NAILS FOR ALL STRUC 1 SHEATHING <br />3.SEE DETAIL 5/S3.1 & 9/S3.1 FOR ALL SHEARWALL ASSEMBLIES BASED ON <br />SHEAR WALL TYPE <br />4.FOR STAGGERED EDGE NAIL REQUIREMENTS SEE DETAILS 5/S3.1 & 9/S3.1 <br />SHEARWALL SCHEDULE <br />EXISTING <br />ROOF FRAMING <br />DOOR OR WALL INFILL <br />PER DETAIL <br />TYP. @ DIAGONAL HATCH <br />1 <br />S3.2 <br />PROVIDE RED-GARD WATER <br />PROOFING (ICC#ESR-1413) OVER <br />SELF LEVELING CONCRETE OVER <br />EXISTING CONCRETE SLAB <br />EXISTING <br />CONC. SLAB <br />S3.0 <br />1TYP. SLAB ON GRADE: <br />4" THICK CONC. SLAB <br />w/ #3 BARS @ 18" O.C. <br />AT CENTER OF SLAB, EA. WAY. <br />OVER 2" OF SAND, <br />OVER COMPETENT SOIL <br />14'-10" <br />8' <br />- <br />5 <br />" <br />6 <br />6 <br />6 <br />8'-0" <br />21 <br />' <br />- <br />0 <br />" <br />6 <br />CRIPPLE WALL SUPPORT <br />FROM CEILING FRAMING TO ROOF FRAMING <br />EXISTING 2x4 WALL STUD <br />TO BE FIELD VERIFIED <br />EXISTING 1'-0" WIDE CONT. FOOTING <br />TO BE FIELD VERIFIED <br />TYPICAL <br />2x <br />1 <br />0 <br /> <br />C <br />. <br />J <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />4x <br />6 <br />4x6 4x6 <br />4x6 <br />4x <br />6 <br />4x6 <br />4x6 <br />2x6 RAFTERS <br />@ 24" O.C. <br />5 <br />S4.0 <br />5 <br />S4.0 <br />1 <br />S4.0 <br />5 <br />S4.0 <br />1 <br />S5.0 <br />3 <br />S5.0 <br />2 <br />S5.0 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />6 <br />S4.0 <br />6 <br />S4.0 <br />6 <br />S4.0 <br />3 <br />S4.0 <br />3 <br />S4.0 <br />6 <br />S4.0 <br />6 <br />S4.0 <br />6 <br />S4.0 <br />2 <br />S5.0 <br />4 <br />S5.0 <br />7 <br />S3.2 <br />4x4 <br />POST <br />FRAMING MEMBER BEARING ON TOP OF TOP PLATES <br />FRAMING MEMBER HUNG AT IT'S SUPPORT <br />HEADER MEMBER INSTALLED PER DETAIL 8/S3.2 <br />6 REQUIRED TOP PLATE SPLICE. SEE SCHEDULE ON 7/S3.1 <br />FOR ALL REQUIREMENTS. THE MARKED SPLICE SHALL <br />APPLY FOR THE FULL LENGTH OF THE WALL. <br />USE TYPE SPLICE MIN., UNLESS OTHERWISE NOTED.6 <br />3 <br />S3.2 <br />TYP. <br />7 <br />S4.0 <br /> <br />8 <br />1 <br />6 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <br />. <br />GA <br />R <br />A <br />G <br />E <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />81 <br />6 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @rsi.plans <br />www.ramirezstructural.com <br />REVISION DESCRIPTION DATE <br />A <br />B <br />C <br />PROJECT NO.24-347 <br />DATE:6/10/24 <br />RAMIREZ <br />STRUCTURAL INC <br />ROOF/ <br />FOUNDATION <br />PLAN <br />S2.0 <br />816 N Towner St #2 <br />9/23/2024
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