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NON-SHRINK GROUT #23616FIVE STAR GROUT
<br />HOLD-DOWNS SIMPSON HOLD-DOWNS #24818
<br />#24947, #25076SIMPSON JOIST HANGERSJOIST HANGERS
<br />#22086SIMPSON FTA5 STRAPSTRAPS
<br />SET "XP" EPOXY #25279SIMPSON EPOXY ANCHOR
<br />LARR NUMBERS
<br />SEISMIC DESIGN CRITERIA
<br />A) Importance Factor, i = 1
<br />B)EXPOSURE = C
<br />C)WIND VELOCITY = 110 MPH
<br />WIND DESIGN CRITERIA
<br />C.REINFORCING STEEL
<br />1.ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, CONFORMING TO A.S.T.M.(A-615-40),
<br />U.N.O.
<br />2.USE LOW HYDROGEN ELECTRODES, GRADE (E-70), FOR WELDING REINFORCING BARS.
<br />3.REINFORCING BARS MARKED CONT. SHALL BE SPLICED WITH A MINIMUM LAP OF (40) BAR DIAMETERS IN
<br />MASONRY AND (36) DIAMETERS IN CONCRETE.
<br />4.ALL REINFORCING SHALL BE SECURELY TIED AND BRACED IN PLACE PRIOR TO POURING CONCRETE
<br />OR PLACING MASONRY.
<br />5.PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE OVER REINFORCING
<br />STEEL.
<br />BELOW GRADE (UNFORMED)----------------3" CLR.
<br />BELOW GRADE (FORMED)--------------------2" CLR.
<br />H.NAILING SCHEDULE
<br />COMMON WIRE NAILS
<br />1.JOIST TO SILL OR GIRDER TOE NAIL---------------------------------------------------------------------------------------------3-8d
<br />2.BRIDGING TO JOIST TOE NAIL EACH END--------------------------------------------------------------------------------------2-8d
<br />3.1" BY 6" SUBFLOOR OR LESS TO EACH JOIST FACE NAIL----------------------------------------------------------------2-8d
<br />4.WIDER THAN 1" BY 6" SUBFLOOR TO EACH JOIST FACE NAIL----------------------------------------------------------3-8d
<br />5.2" SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL-----------------------------------------------------------2-16d
<br />6.SOLE PLATE TO JOIST OR BLOCKING FACE NAIL--------------------------------------------------------------16d @16" O/C
<br />7.TOP PLATE TO STUD END NAIL---------------------------------------------------------------------------------------------------2-16d
<br />8.STUD TO SOLE PLATE TOE NAIL---------------------------------------------------------------------------------------------------4-8d
<br />9.DOUBLED STUDS FACE NAIL------------------------------------------------------------------------------------------16d @24" O/C
<br />10.DOUBLED TOP PLATES FACE NAIL----------------------------------------------------------------------------------16d @16" O/C
<br />11.TOP PLEATES, LAPS & INTERSECTIONS FACE NAIL----------------------------------------------------------------------2-16d
<br />12.CONTINUOUS HEADER, TWO PIECES ALONG EACH SIDE--------------------------------------------------16d @16" O/C
<br />13.CEILING JOISTS TO PLATE FACE NAIL-------------------------------------------------------------------------------------------3-8d
<br />14.CONTINUOUS HEADER TO STUD TOE NAIL------------------------------------------------------------------------------------4-8d
<br />15.CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL-------------------------------------------------------------------3-16d
<br />16.CEILING JOISTS TO PARALLEL RAFTERS FACE NAILS-------------------------------------------------------------------3-16d
<br />17.RAFTER TO PLATE TOE NAIL--------------------------------------------------------------------------------------------------------3-8d
<br />18.1 BY BRACE TO EACH STUD AND PLATE FACE NAIL-----------------------------------------------------------------------2-8d
<br />19.1 BY 8 SHEATING OR LESS TO EACH BEARING FACE NAIL--------------------------------------------------------------2-8d
<br />20.WIDER THAN 1 BY 8 SHEATHING TO EACH BEARING FACE NAIL------------------------------------------------------3-8d
<br />21.BUILT-UP CORNER STUDS----------------------------------------------------------------------------------------------16d @24" O/C
<br />22.BUILT-UP GIRDER AND BEAMS:
<br />AT TOP & BOTTOM & STAGGERED--------------------------------------------------------------------------------20d @32" O/C
<br />AT ENDS & AT EACH SPLICE-----------------------------------------------------------------------------------------------------2-20d
<br />23.2 BY PLANKS AT EACH BEARING-------------------------------------------------------------------------------------------------2-16d
<br />GENERAL NAILING NOTES
<br />1.NAILS SHALL BE DRIVEN PERPENDICULAR WHERE POSSIBLE INSTEAD OF TOE NAILS.
<br />2.PRE-DRILL FOR ALL NAILS 30d OR LARGER.
<br />3.ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS OTHERWISE NOTED.
<br />A.GENERAL NOTES
<br />D.SHEAR WALL
<br />(T2306.4.1)
<br />NDS)
<br />E.LUMBER / FRAMING
<br />11.ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE FOLLOWING GRADES UNLESS
<br />NOTED OTHERWISE:
<br />PLYWOOD PANELS--------------------------STRUCTURAL I OR II, CDX EXT. GLUE CONFORMING TO PS-1-83
<br />PLATES, BLOCKING-------------------------------------------------------------------------------------------------CONST. -875fb
<br />BEAMS, STRINGERS (4x)-------------------------------------------------------------------------------------------------#1-1000fb
<br />POST & BEAMS (>4x)-------------------------------------------------------------------------------------SEL. STRUCT. -1600fb
<br />ROOF PLANKING & DECKING-------------------------------------------------------------------------------COM. DEX. -875fb
<br />JOISTS & PLANKING--------------------------------------------------------------------------------------------------------#2 -875fb
<br />RAFTERS ----------------------------------------------------------------------------------------------------------------------#2 -875fb
<br />BOARDS, SHEATHING & STRIPPING------------------------------------------------------------------------CONST. GRADE
<br />SILLS, PLATES, SLEEPERS, POSTS OR WOOD EMBEDDED
<br />IN CONCRETE SLAB WHICH IS IN CONTACT WITH EARTH--------CONST. GRADE, PRESSURE TREATED
<br />MISC. NAILING STRIPS & BLOCK EMBEDDED IN CONCRETE
<br />OR MASONRY------------------------------GRADE SPECIFIED ABOVE, TANK DIPPED IN SALT PERSERVATIVE
<br />12.ALL BREAKS FOR VENTS, DUCTS, PLUMBING SHALL BE STRAPPED WITH 1 1/2 x 1/8 STEEL STRAPS
<br />WITH 4-16d NAILS EACH SIDE.
<br />13.HEADER SIZE NOT SHOWN SHALL BE PER UBC STANDARDS AND 4x4 MIN.
<br />14.PROVIDE HOLDDOWNS (FTA, HD, PA, VERT. MST, ETC.) W/ DBL OR 4x STUD WITH E.N.
<br />15.HANGER FOR 2x JST SHALL BE SIMPSON "U", FOR 4x OR 6x PURLIN SHALL BE SIMPSON "HUTF", U.N.O.
<br />16.DBL. JOIST SHALL BE NAILED TOGETHER WITH 16d @ 9" O.C., STAGGER, U.N.O.
<br />17.TIE ROOF RAFTERS AT RIDGE W/ ST 2115 @ 4'-0" 0/C.
<br />18.NOTCHING OF EXTERIOR AND BEARING / NONBEARING WALLS SHALL NOT EXCEED 25% / 40%
<br />RESPECTIVELY. BORED HOLES IN BEARING / NONBEARING WALLS SHALL NOT EXCEED 40% / 60%
<br />RESPECTIVELY.
<br />19.PLYWOOD ROOF PANELS SHALL BE BONDED WITH INTERMEDIATE OR EXTERIOR GLUE AND BE OF
<br />EXTERIOR TYPE WHERE EXPOSED TO THE WEATHER.
<br />20.DOUBLE JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS. U.N.O.
<br />21.THE REQUIRED CLEARANCE FOR WOOD MEMBERS ABOVE GRADE, IS 6" FOR MUDSILLS, 12" FOR
<br />GIRDERS, AND 18" FOR JOISTS.
<br />22.ROOF DIAPHRAGM SHALL BE 1/2" PLYWOOD, PANEL INDEX 24/0, NAIL 8d @ 6", 12". FLOOR DIAPHRAGM
<br />SHALL BE 5/8" PLYWOOD, PANEL INDEX 32/16, T&G, NAIL 10d @ 6", 10", U.N.O.
<br />23.LAY PLYWOOD PANEL STAGGERED W/ FACE GRAIN PERPENDICULAR TO SUPPORTS.
<br />24.ALL DOUBLE TOP PLATES ARE TO BE CONTINUOUS BY NAILING OR STRAPS. SPLICE @4'-0"MIN.
<br />W/12-6d NAILS EACH SIDE OF SPLICE WHERE INTERRUPTED, TIE TOP PLT'S W/ SIMPSON MST 37,
<br />U.N.O.
<br />25.ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.
<br />26.EACH SHEET OF PLYWOOD SHALL CONTAIN A MINIMUM OF (8) SQ. FT. AND SHALL EXTEND TO (3)
<br />BEARINGS MINIMUM WITH FACE-GRAIN PERPENDICULAR TO JOISTS.
<br />27.PROVIDE EDGE NAILING OVER ALL WALLS, LAMINATED BEAMS, STRUTS AND ALL AROUND OPENINGS.
<br />28.PROVIDE BOUNDARY NAILING AT PERIMETER OF BUILDING AND AT ALL CONTINUOUS PLYWOOD
<br />EDGES.
<br />29.PROVIDE FULL BEARING ON ALL BEAMS AND JOISTS HANGERS; IF EXCESSIVE SHRINKAGE OCCURS,
<br />PROVIDE HANDWARE SHIMS, WHICH SHALL BE SECURED TO JOISTS.
<br />B.CONCRETE
<br />1.ALL CONCRETE SHALL CONFORM TO THE 2022 CALIFORNIA RESIDENTIAL CODE AND CBC.
<br />2.CONCRETE SHALL BE DESIGNED AND TESTED AS OUTLINED IN THE SPECS.
<br />3.ALL CEMENT SHALL CONFORM TO A.S.T.M. (C-150), TYPE I OR II
<br />4.FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. (C-33) FOR STANDARD WEIGHT
<br />CONCRETE AND A.S.T.M. (C-330) FOR LIGHT WEIGHT CONCRETE.
<br />5.ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL VALLEY" AGGREGATE. THE SHRINKAGE
<br />SHALL BE PER A.S.T.M. (C-157) WITH THE AVERAGE DRYING SHRINKAGE AT (28 DAYS) OF DRYING NOT
<br />EXCEEDING (0.04%)
<br />6.DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE
<br />PARTS SAND.
<br />7.ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING
<br />CEMENT.
<br />8.LOCATION OF CONSTRUCTION JOINTS OR POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL
<br />ENGINEER PRIOR TO POURING CONCRETE.
<br />9.CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR (10 DAYS) OR BY AN APPROVED
<br />CURING COMPOUND.
<br />10.REFER TO ARCHITECTUAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
<br />MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC.
<br />11.SEE ARCHITECTUAL DRAWINGS FOR LOCATION OF EXPANSION JOINTS, SCORING, ETC. FOR
<br />CONCRETE WALKS AND SLABS.
<br />12.FOOTING AND GRADE BEAM SHALL BE F'c=2,500 PSI AT 28 DAYS. 12.ALL CONCRETE STRUCTURES
<br />SHALL HAVE A MINIMUM COMPRESSION STRENGTH OF F'c = 3,000 PSI AT 28 DAYS, UNLESS NOTED
<br />OTHERWISE.
<br />13.PROVIDE INTERIOR SLAB CONTROL JOINTS AT MAXIMUM 20FT. O.C. EACH WAY.
<br />14.NO WOOD OR STEEL STAKES SHALL BE PERMITTED TO BE LEFT IN FOOTINGS.
<br />15.BOT. OF FTG. SHALL BE 18" MIN. FOR 1-STORY BLDG., 24" MIN. FOR 2-STORY BLDG., 24" MIN. FOR
<br />3-STORY BLDG. OR EXPANSIVE SOIL BELOW NATURAL GRADE, U.N.O.
<br />16.ALL PADS SHALL BE 14" THICK MIN. W/ #4 @ 12" E.W. AR BOT., U.N.O.
<br />F. STATEMENT OF SPECIAL INSPECTION
<br />1. GENERAL: REFER TO CHAPTER 17 OF THE 2022 CBC FOR AMPLIFICATION OF, AND/OR EXCEPTIONS TO,
<br /> THE FOLLOWING REQUIREMENTS (E.G., WELDING, ETC.). ALL SPECIAL INSPECTORS MUST
<br /> SUBMIT FINAL REPORTS.
<br />2. INSPECTORS: ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION
<br /> AGENCY. JOB SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE, AND ARE NOT A
<br /> SUBSTITUTE FOR, INSPECTIONS BY AN INDEPENDENT INSPECTION AGENCY. ALL TESTING AND I
<br /> INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. THE FINAL REPORT BY
<br /> THE TESTING AND INSPECTION AGENCIES MUST CERTIFY THAT THE ENTIRE STRUCTURAL SYSTEM
<br /> COMPLIES WITH THE APPROVED PLANS AND SPECIFICATIONS. SUBMIT ALL TEST & INSPECTION
<br /> REPORTS TO ENGINEER OF RECORD.
<br />3.NOTE: IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THESE TEST AND INSPECTION
<br /> ARE PERFORMED.
<br /> A. WOOD NAILED 4" O.C. OR CLOSER
<br /> B. EPOXY ANCHORS / ADHESIVE ANCHORS
<br />G.FOUNDATION DESIGN CRITERIA
<br />1. THERE IS NO SOIL'S REPORT PREPARED FOR THIS PROJECT. USE THE WORST CONDITION
<br /> AS PRESCRIBED ON CBC 2022 - TABLE R401.4.1
<br /> LOAD BEARING PRESSURE = 1,500 PSF
<br />a) Importance Factor, i = 1
<br />b) Fa = 1.3; Fv =1.70
<br />c) Ss = 2.4421 g, 0.2 sec response; S1 =0.9933 g, 1.0 sec response
<br />d) Site Class = D
<br />e) Sds = Sms *2_
<br />3 = 2.116; Sd1 = Sm1 *2_
<br />3 =1.126
<br />f) Seismic Design Category = D
<br />g) Basic Seismic Force Resisting System= Wood Shear Wall;
<br />h) Cd = 4.0
<br />i) R = 6.5
<br />j) Omega = 3.0
<br />k) hn = 11' (Mean Roof Height)
<br />Ta=0.112
<br />n) Redundancy Factor = 1.3
<br />o) Cs = 0.2505
<br />p) Analysis Procedure Used = Per2020 LARC CBC;2019 LARC CBC;
<br />ASCE 7-16.
<br />
<br />A) ROOF DEAD LOAD = 10 PSF
<br />B)ROOF LIVE LOAD =20 PSF
<br />ROOF LOAD
<br />1. CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING
<br />SYSTEM/COMPONENT LISTED IN THE "STATEMENT OF SPECIAL INSPECTION" SHALL SUBMIT A
<br />WRITTEN STATEMENT OF RESPONSIBILITY TO THE CITY INSPECTORS AND THE OWNER PRIOR TO
<br />THE COMMANCEMENT OF WORK ON SUCH SYSTEM OR SOMPONENT PER SEC. 1706.1
<br />2. CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR FIELD
<br />WELDING, CONCRETE STRENGTH F'C>2500PSI, ENGINEERED MASONRY, HIGH-LIFT GROUTING.
<br />3. FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD.
<br />(2304.11.2.4)
<br />4. FIELD WELDING TO BE DONE BY WELDERS CERTIFIED BY THE CITY FOR (STRUCTURAL STEEL)
<br />(REINFORCING STEEL)(LIGHT GAUGE STEEL). CONTINUOUS INSPECTION BE A DEPUTY INSPECTOR IS
<br />REQUIRED.
<br />5. SHOP WELDS MUST BE PERFORMED IN A LICENCED FABRICATOR'S SHOP.
<br />6. LICENSED FABRICATOR IS REQUIRED FOR STRUCTURAL STEEL.
<br />7.GLULAM BEAMS MUST BE FABRICATED IN A LICENSED SHOP. IDENTIFY GRADE SYMBOL AND
<br />LAMINATION SPECIES PER T 5-A, 2005 NDS SUPP.
<br />8.PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIA. AND FULL DIA. FOR SHANK PORTION.
<br />9.PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS, AND
<br />10.A COPY OF THE RESAERCH REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE
<br />AVAILABLE AT THE JOB SITE.
<br />1.HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS; AND
<br />HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO CONVERING THE WALL FRAMING. CONNECTOR
<br />BOLTS INTO WOOD FRAMING REQUIRE STEEL PLATE WASHERS IN ACCORDANCE WITH TABLE
<br />2306.5 OF THE CITY/COUNTY BUILDING CODE. (2306.5)
<br />2.ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD
<br />SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE TONGUE AND GROOVE OR
<br />BLOCKED PANEL EDGES. PLYWOOD SPANS SHALL CONFORM WITH TABLE 2304.7
<br />3.ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX.
<br />4.ALL BOLT HOLES SHALL BE DRILLED 1/32 TO 1/16" OVERSIZED. (11.1.2.2, '05
<br />5.HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION.
<br />6.ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD
<br />SHALL BE PERPENDICULAR TO THE SUPPORTS. FLOOR SHALL HAVE TONGUE AND GROOVE
<br />BLOCKED PANEL EDGES. PLYWOOD SPANS SHALL CONFORM WITH TABLE 2304.7
<br />7.ALL DIAPHRAGMS AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX. 8.
<br />ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED.
<br />1. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE "GRADING AND DRESSING
<br />RULES(#16) OF THE WEST COAST LUMBERMAN'S ASSOCIATION".
<br />2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR OR
<br />CONSTRUCTION GRADE REDWOOD.
<br />3. HOLES FOR BOLTS SHALL BE BORED WITH A BIT(1/32" TO 1/16") LARGER THAN THE NORMAL BOLT
<br />DIAMETER. ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPLICATION OF PLYWOOD, PLASTER,
<br />ETC.
<br />4. STRUCTURAL MEMBERS SHALL NOT BE CUT FIR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR
<br />DETAILED.
<br />5. 2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS.
<br />6. CROSS-BRIDGING SHALL BE PROVIDED AT (8'-0" 0/C) MAX. FOR ALL FLOOR JOISTS OVER (4") IN DEPTH
<br />AND ALL ROOF JOISTS OVER (6") IN DEPTH. USE 2x3 OR SOLID BLOCKING OR AN APPROVED TYPE
<br />METAL BRIDGING.
<br />7. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL I OR II (C-D) GRADE WITH EXTERIOR GLUE AND
<br />CONFORM TO (PS-1-83). EACH SHEET SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF
<br />THE "TECO, D.F.P.A. OR PITTSBURGH TESTING LABORATORY".
<br />8. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT,
<br />UNLESS NOTED OTHERWISE.
<br />9. PROVIDE 1x6 DIAGONAL LET-IN BRACE AT APPROXIMATELY 45" EVERY (25'-0") IN ALL STUD WALLS NOT
<br />PLYWOOD SHEATHED. BRACING SHALL CONTINUE FROM TOP PLATES TO SILL PLATE OR USE
<br />SIMPSON CWB METAL WALL BRACES.
<br />10. ALL JOIST HANGERS SHALL BE "SIMPSON" OR AN APPROVED EQUAL.
<br />6
<br />FIELD NAILING
<br />OVER 15" WIDE
<br />WALL OPENING
<br />SEE NOTE #4
<br />STUD FULL HT.
<br />EDGE NAIL THRU
<br />(2) 2X TOP PLATE
<br />.
<br />LESS THAN OR
<br /> EQUAL TO 7"
<br />.4'
<br />(N) FOOTING
<br />3X6 BOT. PLATE
<br />E.N. ALL POST
<br />W/N WALL TYPICAL
<br />E.N. PERIMETER OF EACH
<br />PLYWOOD SHEET SEE PLAN
<br />AND SCHED. FOR PLYWD
<br />SIZE AND NAIL SPACING
<br />STAGGER
<br />PYWOOD PANELS
<br />E.N. AT ALL OPENINGS
<br />SEE NOTE #4 FOR
<br />OPENING LARGER
<br />THAN 15"
<br />MAX. OPN'G. SIZE 16" SQ
<br />ONE OPN'G. PER 8" OF
<br />WALL WITHOUT SPECIAL
<br />APPROVAL FROM
<br />BLDG INSPECTOR
<br />EDGE STUDS
<br />& BLK'G
<br />SEE NOTE #2
<br />16"
<br />MINIMUM
<br />E.N. ALL POST
<br />W/N WALL,TYPICAL
<br />NOTES:
<br />1.NAILS SHALL BE 1/2" MIN. EDGE DISTANCE FROM EDGE OF PLYWOOD AND EDGE OF
<br />STUD. USE COMMON NAILS ONLY.
<br />2.USE 2X EDGE STUDS & BLK'G. WHERE NAIL SPACING IS LESS THAN 6" O.C. FOR 10d NAILS
<br />AND WHERE CALLED OUT IN PLANS AND DETAILS.USE 2X SILL PLATE AT SHEAR WALLS
<br />B,C,D AND E ONLY WHERE SILL PLATE RESTS ON CONCRETE.
<br />3.PROVIDE 3/4" NAIL EDGE DISTANCE AT 3X STUDS AND BLK'G.
<br />4.AT OPENING IN SHEAR PANEL OVER 15" WIDE,PROVIDE SOLID BLK'G AT HEAD AND SILL
<br />LEVEL, EACH SIDE OF OPENING STRAP WITH 1"X16 GA X 3 TIMES OPENING WIDTH GALV.
<br />METAL STRAP NAIL 8d @ 2" O.C.
<br />5.NAILING WITH MACHINE NAILS SHALL CONFORM TO THE WOOD GENERAL NOTES.
<br />6.ALL DEFECTIVE NAILS SHALL BE REMOVED AND REPLACED WITH SOUND NAILING
<br />7.PLYWOOD SHEATHING SHALL BE PER SHEARWALL SCHEDULE BELOW U.N.O. PROVIDE
<br />FRAMING MEMEBER OR BLOCKING AT ALL EDGES PER SCHEDULE. PROVIDE EDGE
<br />NAILING TO END STUD OR POST WHERE HOLDOWN OCCURS AND TO ALL OTHER POSTS
<br />IN SHEARWALLS.
<br />8.SILL PLATES SHALL BE PRESSURE TREATED D.F. AND CONFORM TO SILL PLATES
<br />DETAILS. PROVIDE MINIMUM OF 3 ANCHOR BOLTS IN ALL SHEAR WALLS.
<br />9.WHERE PLYWOOD IS ON TWO SIDES OF WALL,THE SPACINGS OF ANCHOR BOLT AND
<br />AS35 SHOULD BE REDUCED TO HALF THE SPACING SHOWN ON THE TABLE. STAGGER
<br />NAILING AND JOINTS.
<br />10.ALL SHEARWALLS NAILING,ANCHOR BOLT INSTALLATION,HOLDOWN INSTALLATION AND
<br />OTHER ELEMENTS OF SHEARWALL ASSEMBLY SHALL BE INSPECTED BY THE ENGINEER
<br />OF RECORD, A CERTIFICATE OF INSPECTION MUST BE SUBMITTED TO THE ENGINEER
<br />OF RECORD AND TO THE BUILDING DEPARTMENT.THE BUILDING OWNER SHALL BE
<br />RESPONSIBLE FOR THE THE INSPECTOR FOR PERFORMING THE STRUCTURAL
<br />OBSERVATION.
<br />11.PLYWOOD SHEARWALLS SHALL BE COVERED WIHT 2 LAYERS OF 15# FELT
<br />UNDERLAYMENT PRIOR TO PLACING FINISH MATERIALS.
<br />12.STAGGER NAILS IF NAIL SPACING IS LESS THAN 3" O/C
<br />13.ANCHOR BOLTS - DESIGN INCLUDES REDUCED EDGE DISTANCE. DEPUTY INSPECTOR IS
<br />REQUIRED.
<br />SHEAR WALL SCHEDULE
<br />PANEL SHEATINGSIDES
<br />15/32" STRUCT 1 PLYWOOD W/
<br />10d COMMON NAIL BLOCKED.
<br />SIDES
<br />1
<br />PANEL EDGE
<br />NAIL SPACING
<br />6"-6"
<br />BLOCKING TO TOP
<br />PLATE/SILL
<br />A35/LTP @24" O.C.
<br />SILL/SOLE PLATES TO
<br />BLOCKING
<br />3/8"Ø LAG-SCREW @ 11" O.C.;
<br />5" MIN. EMBED.
<br />MUD SILL TO FOUNDATION
<br />5/8" DIA. A.B. @ 36" O.C.;
<br />ALLOWABLE
<br />LOAD
<br />340 plf
<br />5/8" BOLT W/ WASHER
<br />3" X 3" X 3/8"
<br />SPACED @ 36" O.C.
<br />W/ SIMP. STRONG-TIE SET
<br />ADHESIVE, SET PAC
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<br />PROPOSED ACCESSORY DWELLING UNIT
<br />NO.REVISIONS DATE
<br />CONSULTANT
<br />JOB NO:
<br />DATE:
<br />1ST REV:
<br />DRAWN:
<br />PLOTTED:
<br />SCALE:AS SHOWN
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<br />T: 323.470.0181 E: kmassociatesince@outlook.com
<br />KM ASSOCIATES INC.
<br />16202 ORION AVE CHINO CA 91708
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<br />N
<br />D
<br />
<br />D
<br />A
<br />V
<br />I
<br />D
<br />
<br />F
<br />R
<br />E
<br />U
<br />D
<br />E
<br />N
<br />B
<br />E
<br />R
<br />G
<br />E
<br />R
<br />SHEET TITLE
<br />SHEET NUMBER
<br />21
<br />2
<br />1
<br />
<br />N
<br />.
<br />
<br />L
<br />E
<br />W
<br />I
<br />S
<br />
<br />S
<br />T
<br />.
<br />
<br />A
<br />N
<br />D
<br />
<br />2
<br />1
<br />2
<br />1
<br />
<br />N
<br />.
<br />
<br />L
<br />E
<br />W
<br />I
<br />S
<br />
<br />S
<br />T
<br />.
<br />
<br />#
<br />2
<br />,
<br />SA
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />A
<br />,
<br />
<br />
<br />C
<br />A
<br />
<br />92
<br />7
<br />0
<br />6
<br />-
<br />2
<br />2
<br />3
<br />6
<br />2121 N LEWIS ST. AND 2121 N LEWIS ST. #2
<br />SANTA ANA, CA 92706 - 2236
<br />LINH LE AND
<br />DAVID FREUDENBERGER
<br />02-S0.1
<br />NOTE: THIS PLAN AND DETAILS
<br />ARE APPLICABLE TO BOTH ADU
<br />MIRROR IMAGE PER PLAN ALL
<br />SHEETS.
|