|
A
<br />AB ANCHOR BOLT
<br />ADJ ADJACENT
<br />ALT ALTERNATE
<br />ARCH ARCHITECT
<br />B
<br />BLDG BUILDING
<br />BLKG BLOCKING
<br />BM BM
<br />BOTT BOTTOM
<br />BOW BOTTOM OF WALL
<br />BTWN BETWEEN
<br />C
<br />ñ CENTERLINE
<br />CLR CLEAR
<br />COL COLUMN
<br />CONC CONCRETE
<br />CONN CONNECTION
<br />CONT CONTINUOUS
<br />COV COVER
<br />CP COMPLETE
<br />PENETRATION
<br />D
<br />D/B DESIGN/BUILD
<br />DBL DOUBLE
<br />DEMO’D DEMOLISH/
<br />DEMOLITION
<br />DIAG DIAGONAL
<br />DIAPH DIAGRAM
<br />DN DOWN
<br />do DITTO
<br />DWG DRAWING
<br />E
<br />EA EACH
<br />ELEV ELEVATION
<br />EN EDGE NAIL(ING)
<br />EOD EDGE OF DECK
<br />EQ EQUAL
<br />EXP EXPANSION
<br />EXT EXTERIOR
<br />F
<br />FIN FINISH
<br />FLG FLANGE
<br />FLR FLOOR
<br />FOS FACE OF STUD
<br />FRMG FRAMING
<br />FTG FOOTING
<br />G
<br />GA GAGE, GAUGE
<br />GEOM GEOMETRY
<br />GL GRID LINE
<br />H
<br />HDR HEADER
<br />HK HOOK
<br />HOIRZ HORIZONTAL
<br />HT HEIGHT
<br />I
<br />ID INSIDE DIAMETER
<br />J
<br />JS JACK STUD
<br />JST JOIST
<br />JT JOINT
<br />K
<br />(K) KING
<br />L
<br />L ANGLE
<br />LLH LONG LEG
<br />HORIZONTAL
<br />LLV LONG LEG
<br />VERTICAL
<br />LOC LOCATION
<br />LT GA LIGHT GAGE
<br />LT WT LIGHT WEIGHT
<br />M
<br />MAX MAXIMUM
<br />MBF METAL BLDG MFR
<br />MECH MECHANICAL
<br />MFR MANUFACTURER
<br />MIN MINIMUM
<br />MTL METAL
<br />N
<br />NO. NUMBER
<br />NOM NOMINAL
<br />NS/NM NON-SHRINK/
<br />NON-METALLIC
<br />O
<br />o/ OVER
<br />O.C. ON CENTER
<br />OD OUTSIDE
<br />DIAMETER
<br />OPNG OPENING
<br />P
<br />ð PLATE
<br />PDF POWDER DRIVEN
<br />FASTENER
<br />PROJ PROJECTION
<br />PT PRESSURE
<br />TREATED
<br />PW PUDDLE WELD
<br />R
<br />R RADIUS
<br />REINF REINFORCEMENT
<br />REQ('D) REQUIRE(D)
<br />S
<br />SC SOFT CUT
<br />SCHED SCHEDULE
<br />SHTG SHEATHING
<br />SIM SIMILAR
<br />SOG SLAB ON GRADE
<br />SQ SQUARE
<br />STD STANDARD
<br />STIFF STIFFENER
<br />SYM SYMMETRICAL
<br />T
<br />TB TIE BEAM
<br />T&B TOP & BOTTOM
<br />THK THICKNESS
<br />THRD THREADED
<br />THRU THROUGH
<br />TJ TOOLED JOINT
<br />TOC TOP OF
<br />CONCRETE
<br />TOF TOP OF FRAMING
<br />TOS TOP OF STEEL
<br />TOW TOP OF WALL
<br />TYP TYPICAL
<br />U
<br />UON UNLESS
<br />OTHERWISE
<br />NOTED
<br />V
<br />VERT VERTICAL
<br />W
<br />WHS WELDED HEAD
<br />STUD
<br />w/ WITH
<br />w/o WITHOUT
<br />1.ADHESIVE TO BE EITHER OF THE FOLLOWING:
<br />A. CONCRETE BASE MATERIAL:
<br />1) HILTI HIT-RES 500-SD ADHESIVE ANCHOR SYSTEM AS MANUFACTURED BY HILTI, INC.
<br />INSTALLED IN ACCORDANCE WITH ICC REPORT ESR-2322.
<br />2) SET-XP EPOXY ADHESIVE ANCHOR SYSTEM AS MANUFACTURED BY SIMPSON
<br />STRONG-TIE COMPANY, INC. INSTALLED IN ACCORDANCE WITH ICC REPORT ESR-2508.
<br />B. CMU BASE MATERIAL:
<br />1) HILTI HIT-HY 70 ADHESIVE ANCHOR SYSTEM AS MANUFACTURED BY HILTI, INC.
<br />INSTALLED IN ACCORDANCE WITH ICC REPORT ESR-2682.
<br />2) SET-XP EPOXY ADHESIVE ANCHOR SYSTEM AS MANUFACTURED BY SIMPSON
<br />STRONG-TIE COMPANY, INC. INSTALLED IN ACCORDANCE WITH IAPMO REPORT 265.
<br />2. HOLES MUST BE DRILLED USING A DRILL THAT IS SET IN ROTATION-AND-HAMMERING MODE
<br />THAT HAS A CARBIDE-TIPPED DRILL BIT THAT COMPLIES WITH ANSI B212.15.
<br />3. HOLES MUST BE CLEANED OF DUST AND DEBRIS, USING THE MANUFACTURER'S
<br />RECOMMENDED WIRE BRUSH AND OIL FREE COMPRESSED AIR TO REMOVE PARTICULATE
<br />DEBRIS AND TO ACHIEVE A RELATIVELY DUST-FREE ADHESIVE CONTACT SURFACE. HOLES
<br />ARE PERMITTED TO BE DAMP BUT ALL STANDING WATER MUST BE REMOVED IN
<br />ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS.
<br />4. SPECIAL INSPECTION OF ANCHORS/DOWELS MAYBE EITHER OF THE FOLLOWING:
<br />A. FULL TIME OBSERVATIONS - SPECIAL INSPECTOR TO RECORD STRENGTH AND AGE OF
<br />BASE MATERIAL; DRILL BIT COMPLIANCE WITH ANSI B212-15; HOLE DIAMETER, DEPTH,
<br />AND CLEANLINESS; HOLE EDGE DISTANCE AND SPACING; INSTALLATION TEMPERATURE;
<br />ADHESIVE PRODUCT DESCRIPTION, INCLUDING PRODUCT NAME; ADHESIVE EXPIRATION
<br />DATE; ADHESIVE MIXING PROCEDURE; USE OF PROPER NOZZLES; VERIFICATION OF
<br />PROPERLY MIXED ADHESIVE PRIOR TO INJECTION OF ADHESIVE IN ANCHOR HOLE;
<br />ANCHORS UNDISTURBED DURING GEL TIME; ROD TYPE, GRADE, DIAMETER, LENGTH, AND
<br />CLEANLINESS; AND VERSIFICATION OF ANCHOR INSTALLATION IN ACCORDANCE WITH THE
<br />MANUFACTURER'S PUBLISHED INSTRUCTIONS AND ESR REPORT.
<br />B. PROOF LOAD PULL TEST - ANCHOR DOES NOT EXHIBIT OBSERVABLE MOVEMENT AT THE
<br />APPLICATION OF PROOF LOAD, I.E., WASHER UNDER THE NUT DOES NOT BECOME LOOSE.
<br />5. ANCHOR MATERIALS:
<br />A. THREADED RODS SHALL BE ASTM F1554, GRADE 36 EXCEPT SHALL BE ASTM A193,
<br />GRADE B6 OR BM STAINLESS STEEL FOR EXTERIOR APPLICATIONS.
<br />B. DOWELS SHALL BE ASTM A615, GRADE 60.
<br />1.GENERAL
<br />A. THE STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE 2019 EDITION OF THE
<br />CALIFORNIA BUILDING CODE (CBC).
<br />B. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING
<br />LOADS:
<br />1) VERTICAL LOADS:
<br />A)ROOF LIVE LOADS - 20 PSF, REDUCIBLE IN ACCORDANCE WITH CBC
<br />1607.12.2.
<br />B)ROOF DEAD LOADS - AS REQUIRED.
<br />2) WIND - IN ACCORDANCE WITH ASCE 7-16 CHAPTERS 26 THROUGH 30 WITH 93
<br />MPH ULTIMATE DESIGN WIND SPEED, 72 MPH ASD WIND SPEED, EXPOSURE C,
<br />RISK CATEGORY II, +/- 0.18 INTERNAL PRESSURE COEFFICIENT, AND Kzt= 1.00.
<br />3) SEISMIC - ASCE 7-16 EQUIVALENT LATERAL FORCE ANALYSIS WITH RISK
<br />CATEGORY II, SITE CLASS D, SEISMIC CATEGORY D, Ss= 0.760, S1= 0.291, SDS=
<br />0.606, SD1= 0.485, R=6.5 (WOOD LIGHT FRAMED WOOD SHEATHED SHEAR
<br />WALLS), AND CS= 0.093 FOR THE NS AND EW DIRECTIONS. BASE SHEARS ARE
<br />13.2 KIPS AND 11.7 KIPS IN THE ns AND EW DIRECTIONS, RESPECTIVELY.
<br />C. PEMB
<br />1) THE STRUCTURAL DESIGN AND CONSTRUCTION DOCUMENTS ARE BY THE
<br />PEMB MANUFACTURER. SEE THE PEMB DRAWINGS FOR THE DESIGN CRITERIA.
<br />2) THE FOUNDATIONS AND ANCHOR BOLTS FOR THE PEMB SHOWN ON THESE
<br />DRAWINGS IS BASED ON REACTIONS PROVIDED BY THE PEMB MANUFACTURER.
<br />D. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH “GEOTECHNICAL
<br />ENGINEERING INVESTIGATION, PROPOSED MACHADO SPORTS COMPLEX, 450
<br />COMMERCE COURT, MANTECA, CALIFORNIA" PREPARED BY KRAZAN &
<br />ASSOCIATES, INC. GEOTECHNICAL ENGINEERING DIVISION, 448 MITCHELL ROAD,
<br />SUITE C, MODESTO, CALIFORNIA 95354, (209) 572-2200. KA PROJECT NUMBER:
<br />072-19074, DATED 2/4/20. ALLOWABLE BEARING PRESSURES ARE 2,500 PSF
<br />FOR DL + LL WITH 1/3 INCREASE FOR LATERAL LOADS.
<br />E. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE
<br />BRACING AND SUPPORT OF ALL TEMPORARY CONSTRUCTION AND PARTIALLY
<br />COMPLETED PORTIONS OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR
<br />PROTECTION OF ADJACENT PAVED SURFACES, UTILITIES AND STRUCTURES.
<br />F. THE WORK SHALL CONFORM TO THESE NOTES AND DRAWINGS. NO CHANGES
<br />SHALL BE ALLOWED WITHOUT WRITTEN AUTHORITY FROM THE ARCHITECT.
<br />G. SLAB ON GRADE AND WATER VAPOR TRANSMISSION -VAPOR BARRIER AND
<br />DRAINAGE BASE PER GEOTECHNICAL REPORT. VAPOR BARRIER SPECIFICATION
<br />AND LOCATION ARE IN ACCORDANCE WITH ACI 302. IT IS NOTED THAT NO
<br />GUARANTEE IS PROVIDED OR ASSURANCE IS GIVEN THAT SLAB ON GRADE SYSTEM
<br />(DRAINAGE BASE, VAPOR BARRIER, AND SLAB THICKNESS AND REINFORCEMENT)
<br />AS SHOWN ON THESE DRAWINGS WILL REDUCE MOISTURE OR MOISTURE VAPOR
<br />TRANSMISSION TO ANY SPECIFIC LEVELS OR RATES TO INHIBIT MOLD GROWTH OR
<br />NOT ADVERSELY EFFECT MOISTURE-SENSITIVE FLOORING. IF SPECIFIC LEVELS OR
<br />RATES ARE TO BE ACHIEVED, THEN A QUALIFIED CONSULTANT SHOULD BE
<br />RETAINED TO PROVIDE RECOMMENDATIONS.
<br />2. EARTHWORK
<br />A. EARTHWORK SHALL BE IN ACCORDANCE WITH THE PROJECT SOILS REPORT.
<br />B. SLAB ON GRADE:
<br />1) SHALL HAVE A 3 INCH THICK COMPACTED DRAINAGE BASE WITH 15 MIL
<br />VAPOR BARRIER OVER PREPARED SUBGRADE AS FOLLOWS:
<br />A)VAPOR BARRIER SHALL BE STEGO WRAP VAPOR BARRIER (15-MIL) BY
<br />STEGO INDUSTRIES LLC, (877) 464-7834, WWW.STEGOINDUSTRIES.COM OR
<br />APPROVED EQUAL. VAPOR BARRIER SHALL BE ASTM E1785, CLASS A
<br />EXCEPT SHALL HAVE A PERMEANCE OF LESS THAN 0.01 PERMS AND
<br />MAINTAIN PERMEANCE OF LESS THAN 0.01 PERMS AFTER MANDATORY
<br />CONDITIONING TESTS PER ASTM E 154 SECTIONS 8,11,12, AND 13.
<br />B)DRAINAGE BASE SHALL BE CLEAN. WASHED ROCK GRADED SO THAT 100%
<br />PASSES 1" SIEVE AND LESS THAN 5% PASSES NO. 4 SIEVE. DRAINAGE BASE
<br />SHALL BE GRADED TO REQUIRED ELEVATION, WITHIN A TOLERANCE OF
<br />+1/4 INCH TO -1/2 INCH. COMPACT DRAINAGE BASE AS DIRECTED BY SOILS
<br />ENGINEER. IT IS RECOMMENDED THAT THE DRAINAGE BASE BE NATURAL,
<br />ROUNDED AGGREGATES INSTEAD OF ANGULAR WITH SHARP EDGES AS IS
<br />THE CASE WITH CRUSHED AGGREGATES TO MINIMIZE THE AMOUNT OF
<br />REPAIRS TO THE VAPOR BARRIER RESULTING FROM PUNCTURES.
<br />2) AFTER DRAINAGE BASE IS COMPACTED PLACE VAPOR BARRIER. VAPOR
<br />BARRIER TO BE PLACED IN ACCORDANCE WITH ASTM E1643. LAP VAPOR
<br />BARRIER JOINTS 6" MINIMUM AND TAPE WITH TAPE AS RECOMMENDED BY
<br />MANUFACTURER. ALL PENETRATIONS (ELECTRICAL AND COMMUNICATIONS
<br />CONDUITS, PLUMBING, ETC.) TO BE SEALED AND MADE MOISTURE RESISTANT
<br />AS RECOMMENDED BY MANUFACTURER. VAPOR BARRIER SHALL BE TURNED
<br />DOWN 12" MINIMUM AT FOOTING SIDES.
<br />C. ALL EXCAVATIONS AND APPROVED EARTHWORK SHALL BE PROTECTED FROM
<br />WEATHER AND WATER ACCUMULATION AT ALL TIMES.
<br />D. ANY PROPOSED DEVIATIONS FROM THE ABOVE EARTHWORK REQUIREMENTS
<br />SHALL HAVE THE SOIL ENGINEER'S PRIOR WRITTEN APPROVAL.
<br />3. CONCRETE
<br />A. CONCRETE MIX DESIGNS:
<br />1) FOOTINGS AND INTERIOR SLABS ON GRADE: 3,000 PSI 28 DAY
<br />COMPRESSIVE STRENGTH MADE WITH 1" ASTM C33 AGGREGATES (145 PCF
<br />MINIMUM DENSITY) AND CONTAIN MINIMUM OF 5.75 SACKS OF CEMENT PER
<br />CUBIC YARD WITH A 0.50 MAXIMUM WATER/CEMENT RATIO AND PLACED AT A
<br />5" MAXIMUM SLUMP.
<br />2) EXTERIOR SLABS ON GRADE, CURBS, & GUTTERS: 2,500 PSI 28 DAY
<br />COMPRESSIVE STRENGTH MADE WITH 1" ASTM C33 AGGREGATES AND
<br />CONTAIN MINIMUM OF 5.0 SACKS OF CEMENT PER CUBIC YARD WITH A 0.60
<br />MAXIMUM WATER/CEMENT RATIO AND PLACED AT A 5" MAXIMUM SLUMP.
<br />B. CEMENT SHALL BE ASTM C150, TYPE I OR II. FLYASH MAY BE USED AS A PARTIAL
<br />SUBSTITUTE FOR CEMENT PROVIDED FLY ASH CONFORMS TO ASTM C618 FOR
<br />CLASS N AND F MATERIALS AND FLY ASH CONTENT DOES NOT EXCEED 15% BY
<br />WEIGHT OF ALL CEMENTITIOUS MATERIALS.
<br />C. AGGREGATE SHALL CONFORM TO ASTM C33.
<br />D. CONTRACTOR SHALL RETAIN A TESTING LABORATORY TO DESIGN AND TEST
<br />CONCRETE MIX DESIGNS. MIX DESIGNS MAY BE PROPORTIONED BASED ON FIELD
<br />EXPERIENCE IN ACCORDANCE WITH ACI 301-10, SECTION 4.2.3.1. FIELD STRENGTH
<br />DATA SHALL BE SUBMITTED IN ACCORDANCE WITH ACI 318-14, SECTION 26.4.4 AND
<br />SHALL BE CURRENT WITHIN THE LAST 12 MONTHS AND NOT SPANNING LESS THAN
<br />60 CALENDAR DAYS, AND SHALL BE BATCHED FROM THE SAME PLANT USING
<br />MATERIALS FROM THE SAME SOURCES. FOR CONCRETE TO BE PLACED BY PUMP:
<br />1) SUBMIT SEPARATE MIX DESIGNS FORMULATED FOR PLACEMENT BY PUMP.
<br />2) SLUMP CONTROL SHALL BE AT THE PUMP HOPPER AND NOT AT THE END OF
<br />THE LINE.
<br />3) SUBMIT WRITTEN VERIFICATION FROM THE CONCRETE PLACEMENT
<br />SUBCONTRACTOR AS TO THE PUMPABILITY OF THE PROPOSED MIXES.
<br />E. ALL CONCRETE SHALL BE READY-MIXED CONCRETE AND SHALL BE BATCHED,
<br />MIXED AND DELIVERED TO SITE PER ASTM C94. WATER SHALL BE ADDED ONLY TO
<br />OBTAIN MINIMUM SLUMP EXCEPT THE QUANTITY OF THE BATCHED WATER PLUS THE
<br />WATER ADDED AT THE SITE SHALL NOT EXCEED THE QUANTITY OF WATER AS
<br />STATED ON THE MIX DESIGN. PLACE CONCRETE WITHIN 90 MINUTES OF THE
<br />ADDITION OF MIXING WATER.
<br />F. REINFORCEMENT SHALL BE ASTM A615, GRADE 6O.
<br />G. REINFORCEMENT SHALL BE FABRICATED WITH BEND AND HOOKS CONFORMING
<br />TO ACI 315 AND AS SHOWN ON DRAWINGS. LAP ALL REINFORCING MINIMUM OF 40
<br />BAR DIAMETERS (BUT NOT LESS THAN 12") UNLESS OTHERWISE NOTED.
<br />H. REINFORCEMENT SHALL BE HELD SECURELY IN PLACE AND SUPPORTED ON
<br />GALVANIZED CHAIRS CONFORMING TO CRSI. WIRE TIE ALL INTERSECTIONS.
<br />CONCRETE DOBIES MAY BE USED TO SUPPORT REBAR CAST AGAINST EARTH.
<br />I. MINIMUM CONCRETE COVER OVER REINFORCEMENT SHALL BE: 3" FOR
<br />CONCRETE CAST AGAINST EARTH, 2" FOR FORMED SURFACES EXPOSED TO
<br />EARTH OR WEATHER, AND 1" FOR FORMED SURFACES NOT EXPOSED TO WEATHER
<br />UNLESS OTHERWISE SHOWN.
<br />J. ALL CONCRETE SHALL BE VIBRATED.
<br />K. PROVIDE SLAB ON GRADE JOINTS PER DETAILS.
<br />L. CHAMFER OR TOOL ALL EXPOSED EDGES 3/4".
<br />M. PROVIDE HOT AND COLD WEATHER PROTECTION PER ACI 305 AND 306
<br />RESPECTIVELY.
<br />N. ALL CONCRETE SHALL BE CURED FOR 7 DAYS MINIMUM BY WET CURING, OR WITH
<br />CURING COMPOUND. CURING COMPOUNDS TO BE COMPATIBLE WITH FLOOR
<br />FINISHES.
<br />O. AFTER SLAB IS PLACED SEAL WATER TIGHT SLAB BLOCKOUTS AND SLAB EDGES
<br />WHERE THE VAPOR BARRIER IS EXPOSED SO THAT WATER/MOISTURE FROM ALL
<br />SOURCES (CURE WATER, RAIN WATER, ETC) IS NOT ALLOWED TO PENETRATE
<br />BETWEEN THE SLAB AND VAPOR BARRIER.
<br />4. STRUCTURAL STEEL
<br />A. ALL STEEL CONSTRUCTION SHALL BE DETAILED, FABRICATED, AND ERECTED IN
<br />ACCORDANCE WITH THE AISC 360-10 "SPECIFICATIONS FOR STRUCTURAL STEEL
<br />FOR BUILDINGS", AISC 303-10 "CODE OF STANDARD PRACTICE FOR STEEL
<br />BUILDINGS AND BRIDGES", AND AISC 341-10 “SEISMIC PROVISIONS FOR
<br />STRUCTURAL STEEL BUILDINGS".
<br />B. PLATES - ASTM A36; PIPE - ASTM A53, GRADE B; MACHINE BOLTS - ASTM A307;
<br />HIGH STRENGTH BOLTS TO BE ASTM A325; ANCHOR BOLTS SHALL BE HEADED
<br />OR THREADED ANCHORS PER ASTM F1554, GRADE 36 UNLESS OTHERWISE
<br />NOTED ON DRAWINGS WITH STANDARD NUTS.
<br />C. WELDING:
<br />1) SHALL CONFORM TO AWS D1.1. ALL WELDING SHALL BE DONE BY QUALIFIED
<br />WELDERS FOR MATERIALS TO BE WELDED.
<br />2) ELECTRODES - FILLER METALS SHALL CONFORM TO THE REQUIREMENTS OF
<br />THE LATEST EDITION OF ANSI/AWS SPECIFICATIONS FOR ELECTRODES.
<br />MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 70 KSI TYPICAL
<br />UNLESS OTHERWISE NOTED.
<br />3) FILLET WELDS - FILLET WELD SIZES SHALL BE THE LARGER OF THE SIZES AS
<br />SHOWN ON STRUCTURAL DRAWINGS AND AS REQUIRED BY ASIC TABLE J2.4.
<br />D. SUBMITTAL DRAWINGS:
<br />1) OBTAIN ENGINEER'S REVIEW OF SUBMITTALS IN A TIMELY MANNER SO AS
<br />NOT ADVERSELY AFFECT CONSTRUCTION SCHEDULE. ALLOW 10 WORKING
<br />DAYS FOR REVIEW.
<br />2) SUBMITTAL DRAWINGS:
<br />A)SHALL INDICATE PROFILES, SIZES, SPACING, LOCATIONS OF STRUCTURAL
<br />MEMBERS, OPENINGS, ATTACHMENTS, AND FASTENERS.
<br />B)SUBMIT SHOP STANDARDS FOR EACH TYPE OF CONNECTION REQUIRED,
<br />CORRESPONDING TO STRUCTURAL DRAWINGS.
<br />C)SUBMIT ERECTION AND PLACING DRAWINGS SHOWING SIZE AND PIECE MARK
<br />OF EACH MEMBER AND ITS LOCATION.
<br />D) SHALL INDICATE WELDED CONNECTIONS WITH AWS A2.4 WELDING
<br />SYMBOLS. INDICATE NET WELD LENGTHS.
<br />E) SUBMIT SUBMITTAL DRAWINGS ELECTRONICALLY. REVIEWED SUBMITTAL
<br />DRAWINGS WILL BE RETURNED ELECTRONICALLY TO THE CONTRACTOR
<br />FOR REPRODUCTION AND DISTRIBUTION.
<br />E. PRIME PAINTING OF STEEL NOT REQUIRED EXPECT WHERE STEEL IS EXPOSED TO
<br />VIEW.
<br />5. WOOD
<br />A. ALL FRAMING MEMBERS SHALL BE IDENTIFIED BY GRADE STAMP OF PACIFIC
<br />LUMBER INSPECTION BUREAU, INC (PLIB).
<br />B. FRAMING MEMBERS TO BE AS FOLLOWS:
<br />1) 4X AND SMALLER MEMBERS - DF NO 2 WITH 19% MAXIMUM MOISTURE
<br />CONTENT.
<br />2) 6X AND LARGER MEMBERS - D.F. NO. 1 WITH 19% MAXIMUM MOISTURE
<br />CONTENT.
<br />3) PLATES LEDGERS, AND BLOCKING - D.F. NO. 2 WITH 19% MAXIMUM MOISTURE
<br />CONTENT.
<br />C. PRESERVATIVE TREATED WOOD:
<br />1) PRESERVATIVE TREATED WOOD SHALL BE USED ONLY WHERE SHOWN ON
<br />DRAWINGS AND SHALL NOT BE USED IN PLACE OF OTHER FRAMING UNLESS
<br />WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER IS OBTAINED.
<br />2) PRESERVATIVE TREATMENT SHALL BE EITHER ZINC BORATE OR DOT
<br />SODIUM BORATE.
<br />3) NAILS USED TO FASTEN FRAMING AND CONNECTORS TO PRESERVATIVE
<br />TREATED WOOD SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH
<br />ASTM A653, CLASS G90. NO SUBSTITUTIONS ALLOWED WITHOUT WRITTEN
<br />AUTHORIZATION FROM THE STRUCTURAL ENGINEER.
<br />D. JOIST HANGERS AND FRAMING CONNECTORS - STANDARD ITEMS AS
<br />MANUFACTURED BY SIMPSON STRONG-TIE CO. (OR EQUAL), INSTALLED FOR FULL
<br />RATED LOAD VALUES.
<br />E. MACHINE BOLTS - ASTM A307. PROVIDE WASHERS UNDER BOLT HEADS WHICH
<br />BEAR AGAINST WOOD.
<br />F. ALL FRAMING MEMBERS ARE TO BE CUT FOR FULL BEARING AND PROPER
<br />LENGTH.
<br />G. NAILING - PER CBC TABLE 2304.9.1. ALL NAILS TO COMMON UNLESS NOTED
<br />OTHERWISE ON THESE DRAWINGS. NAILING FOR JOIST HANGERS AND FRAMING
<br />CONNECTORS PER MANUFACTURER'S REQUIREMENTS FOR FULL RATED VALUES
<br />OR AS NOTED.
<br />H. LAG BOLTS:
<br />1) LAG BOLTS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1.
<br />2) LEAD HOLES FOR LAG BOLT INSTALLATION:
<br />A)CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS
<br />THE SHANK DIAMETER, AND THE SAME DEPTH OF PENETRATION AS THE
<br />LENGTH OF THE UNTHREADED SHANK.
<br />B)LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL
<br />TO 60% TO 75% OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT
<br />LEAST THE LENGTH OF THE THREADED PORTION.
<br />3) THE THREADED PORTION OF THE LAG BOLT SHALL BE INSERTED IN ITS LEAD
<br />HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH HAMMER.
<br />4) SOAP OF OTHER LUBRICANT SHALL BE USED ON THE LAG BOLTS OF IN THE
<br />LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG
<br />SCREW.
<br />I. PLYWOOD:
<br />1) ROOF SHEATHING SHALL BE 15/32" MIN APA RATED SHEATHING, 32/16
<br />PANEL INDEX, EXPOSURE 1. INSTALL SHEETS WITH SHEET LONG DIMENSION
<br />PERPENDICULAR TO SUPPORTS. BLOCKING REQUIRED AS NOTED ON THESE
<br />DRAWINGS.
<br />2) SHEAR WALL SHEATHING SHALL BE 15/32" MINIMUM APA RATED SHEATHING,
<br />MINIMUM 24/0 PANEL INDEX, EXPOSURE 1.
<br />J. SHOP FABRICATED STRUCTURAL WOOD:
<br />1) LAMINATED STRAND LUMBER (LSL) SHALL BE LP SOLIDSTART AS
<br />MANUFACTURED BY LOUISIANA PACIFIC CORP IN ACCORDANCE WITH ICC
<br />ESR-2403 OR APPROVED EQUAL.
<br />2) LAMINATED VENEER LUMBER (LVL) SHALL BE REDLAM LVL’S AS
<br />MANUFACTURED BY REDBUILT, LLC IN ACCORDANCE WITH ICC ESR-2993 OR
<br />APPROVED EQUAL.
<br />K. METAL PLATE WOOD TRUSSES:
<br />1) DESIGNED AND MANUFACTURED IN ACCORDANCE WITH TPI'S DESIGN
<br />RECOMMENDATIONS.
<br />2) TRUSS MANUFACTURER SHALL DESIGN MEMBERS FOR LOADING CRITERIA
<br />AS INDICATED ON DRAWINGS AND MEMBER PROFILES SHALL CONFORM TO
<br />INDICATED GEOMETRY.
<br />3) EACH TRUSS TO BE TAGGED IDENTIFYING TRUSS MANUFACTURER, DESIGN
<br />LOAD, AND SPACING. THIS INFORMATION SHALL BE LEGIBLE AND
<br />PERMANENTLY AFFIXED ON THE BOTTOM CHORD OF THE TRUSS WITHIN THE
<br />2'-0" OF TRUSS CENTERLINE.
<br />4) TRUSS MANUFACTURER SHALL SUBMIT ELECTRONICALLY TRUSS
<br />ENGINEERING SEALED BY A CA REGISTERED CIVIL OR STRUCTURAL ENGINEER.
<br />REVIEWED TRUSS ENGINEERING WILL BE RETURNED ELECTRONICALLY TO THE
<br />CONTRACTOR FOR REPRODUCTION AND DISTRIBUTION. TRUSS ENGINEERING
<br />TO INCLUDE:
<br />A)TRUSS LAYOUTS.
<br />B)CALCULATION AND DETAILS FOR EACH TRUSS SHOWING THAT THE DESIGN
<br />(AXIAL AND BENDING STRESSES, TRUSS REACTIONS, AND JOINT DESIGNS)
<br />ARE IN CONFORMANCE WITH 2001 CBC AND LOADING CRITERIA NOTED ON
<br />DRAWINGS.
<br />C)MANUFACTURER TO OBTAIN’S ENGINEER OF RECORD’S APPROVAL (IN THE
<br />FORM OF SHOP DRAWING APPROVAL STAMP OR SEPARATE APPROVAL
<br />LETTER) FOR SUBMITTAL TO BUILDING DEPARTMENT MINIMUM OF 2 WEEKS
<br />PRIOR TO TRUSS INSTALLATION.
<br />5) TRUSS MANUFACTURER RESPONSIBLE FOR SPECIFYING TEMPORARY,
<br />ERECTION, AND PERMANENT BRACING.
<br />6. INSPECTIONS
<br />A. EARTHWORK:
<br />1) PRIOR TO THE CITY’S FOUNDATION INSPECTION, PROVIDE THE BUILDING
<br />DEPARTMENT WITH COPIES OF COMPACTION/SOIL ANALYSIS REPORTS.
<br />2) PRIOR TO REQUESTING BUILDING INSPECTION OF BUILDING PADS AND
<br />FOUNDATIONS, OBTAIN AND SUBMIT TO BUILDING DEPARTMENT
<br />GEOTECHNICAL ENGINEER’S WRITTEN APPROVAL OF THE BUILDING PADS AND
<br />FOUNDATION BEARING SURFACES.
<br />B. CONCRETE
<br />1) FOOTINGS AND INTERIOR SLABS ON GRADE TO HAVE SPECIAL
<br />INSPECTIONS IN ACCORDANCE WITH CBC TABLE 1705.3.
<br />2) EXTERIOR SLABS, SIDEWALKS, AND CURBS & GUTTERS - SPECIAL
<br />INSPECTION NOT REQUIRED. EXCEPTIONS 1, 2.3, AND 3 OF CBC 1704.4
<br />APPLIES..
<br />3) ANCHOR BOLTS FOR PRE-ENGINEERED METAL SHALL HAVE SPECIAL
<br />INSPECTION IN ACCORDANCE WITH CBC 1704.5.3.
<br />C. WOOD SHALL HAVE SPECIAL INSPECTION IN ACCORDANCE WITH AND IF
<br />REQUIRED BY CBC SECTIONS 1705.11 AND 1705.12.
<br />D. STEEL:
<br />1) WELDING SHALL HAVE SPECIAL INSPECTION IN ACCORDANCE WITH CBC
<br />1705.2.1 AND ASIC 360. WELDING IN AN APPROVED FABRICATOR'S SHOP IN
<br />ACCORDANCE WITH CBC 1705.2 MAY NOT REQUIRE CONTINUOS SPECIAL
<br />INSPECTION. PERIODIC INSPECTIONS SHALL BE IN ACCORDANCE WITH AISC
<br />360.
<br />2) HIGH STRENGTH BOLTING
<br />A)SHALL HAVE SPECIAL INSPECTION IN ACCORDANCE WITH AISC 360.
<br />B)HIGH STRENGTH BOLTS TO HAVE SPECIAL INSPECTION IN ACCORDANCE
<br />WITH METAL BUILDING DRAWINGS.
<br />BOTT
<br />OF CONT FTG
<br />NOTE:
<br />CONCRETE FILL @ PIPE SHALL BE SAME WIDTH AS CONT FTG, FULL
<br />WIDTH OF TRENCH, & SHALL BE PLACED BEFORE CONT FTG IS POURED
<br />NO FORMS
<br />UNREINFORCED
<br />CONC FILL
<br />BOTT
<br />OF CONT FTG
<br />TYP REINF
<br />WHERE BOTT REINF IS
<br />INTERRUPTED ADD
<br />SAME SIZE BAR x
<br />10'-0" MIN CENTERED
<br />ON SLEEVE. TYP REINF
<br />TO RUN THRU WHERE
<br />POSSIBLE
<br />PROVIDE 40 BAR
<br />DIAMETER LAPS
<br />TYP
<br />BELOW CONT FTG:PIPE SLEEVE IS 4" BELOW BOTT OF CONT FTG.
<br />CONCRETE ENCASEMENT NOT REQ WHEN TOP OF
<br />PIPE IS 12" MIN BELOW BOTT OFCONT FTG.
<br />THRU CONT FTG CASE:PIPE SLEEVE IS BETW 6" MAX CLR ABV BOTT
<br />OF FTG & LESS THAN 4" BELOW BOTT OF FTG
<br />TRENCH TYP
<br />6" MIN
<br />8"
<br />MIN
<br />2' - 0" MIN
<br />NOTE:
<br />PIPES MAY PENETRATE THRU CONT FOOTING,
<br />NOT THRU SPREAD FOOTINGS
<br />PROVIDE SLEEVE
<br />1" CLR AROUND
<br />PIPE -TYP
<br />BOTT
<br />OF CONT FTG TRENCH OR EXCAVATION1.5
<br />1
<br />BOTTOM OF
<br />EXCAVATION. PIPE
<br />SHALL NOT EXTEND
<br />BELOW THIS LINE
<br />THRU CONT FTG CASE:PIPE SLEEVE IS 6" CLR ABV BOTT OF CONT FTG.
<br />PIPE SLEEVE IS TO BE 6" MIN CLR OF TOP OF FTG.PER PLAN6" MINTHAN 18"
<br />NOT LESS
<br />SLEEVE DIAMETERGREATER OF6" MIN OR1
<br />2 MIN1
<br />2 MIN
<br />MIN6"4"MINBAR BEND DIAMETER: D = 6d FOR #8 & SMALLER
<br />D = 8d FOR #9, #10, & 11
<br />D=10d FOR #14 & #18
<br />12
<br />2
<br />180° HOOK 90° HOOK
<br />135° MIN
<br />D6d AND 3"GREATER OFd
<br />90°
<br />d D12d FOR #6, #7, #8.
<br />GREATER OF
<br />4d AND 2å"
<br />GENERAL NOTES
<br />COVER PER
<br />STIRRUP/TIE HOOKS
<br />GREATER OF 6d
<br />AND 3" FOR #3,
<br />#4, & #5
<br />BAR BEND DIAMETER: D = 4d FOR #3, #4, & #5
<br /> D = 6d FOR #6, #7, & #8
<br />dUON12dTYPD
<br />SC-1 PER PLAN
<br />SUBBASE PREPARATION
<br />SEE PLAN
<br />REINFORCING
<br />PER PLAN
<br />SLAB PER
<br />PLAN
<br />å" x 2'-0" SMOOTH
<br />GREASED DOWEL
<br />w/ SAWCUT ENDS @
<br />MID-DEPTH @ 24" OC
<br />#4 CONT EA SIDE
<br />OF JT
<br />DRAINAGE BASE
<br />TOOL w/ á" RADIUS
<br />EA SIDE
<br />TOOLED JT OPTION
<br />SOFF-CUT OPTION
<br />2"2"
<br />EQ EQ
<br />VAPOR BARRIER
<br />MIN DEPTH SOFF-
<br />CUT:
<br />1ß" @ 4" SLAB
<br />1á" @ 5" SLAB
<br />NOTE:
<br />SEE UONS001
<br />16
<br />SC-2 PER PLANREINF CONT
<br />THRU SC
<br />CJ-1 PER PLAN
<br />FULL DEPTH
<br />TOOL w/ á" RADIUS
<br />EA SIDE
<br />NOTE:
<br />SEE UON16
<br />S001
<br />CORNER INTERSECTION END
<br />FTGS w/ (2) BARS IN HORIZONTAL PLANE SHOWN,
<br />CONDITIONS w/ ADDITIONAL BARS SIMILAR.
<br />CORNER INTERSECTION
<br />1'-0" BEND
<br />TYP
<br />SINGLE/STACKED BAR FTG
<br />FTG BARS SIDE BY SIDE
<br />12" HK
<br />TYP. UON
<br />TYP
<br />3" CLR
<br />PLANSEE0" TYP0" TYPSTANDARD
<br />HKPER PLAN.TYPPER PLAN.TYPANCHOR/DOWEL
<br />PER DETAILS
<br />ADHESIVE FILLED
<br />DRILLED HOLE
<br />PER SCHED
<br />EMBED DEPTHPER SCHEDDRILL BIT øHDR ATTACHMENT
<br />SAME AS WINDOW
<br />FULL HT KING (K)
<br />TYP-UON
<br />2x @ 16" OC
<br />2x JACK STUD (JS)
<br />TYP. UON
<br />HEADER
<br />PER PLAN
<br />LAMINATE STUDS
<br />w/ 16d SINKERS
<br />@ 12" OC UON
<br />(2) 16d SINKER END NAILS EA ROW.
<br /># OF ROWS = NOMINAL BM DPTH/2
<br />BUT NOT TO EXCEED 4 ROWS.
<br />PROVIDE TOE NAILS @ 4x & 6x (K)
<br />2x BLKG (4) LOC
<br />FIN FLR
<br />HEAD
<br />PER ARCH
<br />SILL
<br />PER ARCH
<br />A35 (A24 @ 2x4 WALL) T& B
<br />EA END FOR HDR SPAN >
<br />8'-0"
<br />WINDOW
<br />FULL HT
<br />KING (K)
<br />TYP-UON
<br />2x @ 16" OC
<br />2x JACK STUD (JS)
<br />TYP-UON
<br />HEADER
<br />PER PLAN
<br />LAMINATE STUDS
<br />w/ 16d SINKERS
<br />@ 12" OC UON
<br />2x BLKG
<br />(2) LOC
<br />FIN FLR
<br />HEAD
<br />PER ARCH
<br />DOOR
<br />DBL SILL ð FOR
<br />OPNG > 12'-0" UON
<br />(2) 16d SINKER END
<br />NAILS T& B OF (K). TYPNOTES:
<br />1. SEE FOR BORED HOLES & NOTCHES IN STUDS.
<br />2. SEE FOR BUILDING UTILITIES AT WALL TOP PLATES.
<br />24
<br />S001
<br />23
<br />S001
<br />3.NAILING TO BE PER CBC TABLE
<br />2304.10-1 UON.
<br />4.WALL & OPGN LAYOUT DIMS TO BE
<br />PER ARCH.
<br />2X SILL ð w/ (2)
<br />16d SINKER END
<br />NAILS EA END. TYP
<br />DBL TOP ƒ
<br />WALL STUDS
<br />@ 16" OC
<br />(16) 16d SINKERS
<br />STAGGERED
<br />NOTE:
<br />WHERE 4'-0" SPLICE IS NOT AVAILABLE PROVIDE CS16x24" w/
<br />8d EVERY OTHER HOLE EA SIDE
<br />DBL TOP ð SPLICE, TYP UON
<br />STUD w/ NOTCH
<br />Dn 4DnMAXDEPTH
<br />STUD
<br />DO NOT OVERCUT
<br />NOTCH @ CORNERS
<br />STUD w/ BORED HOLE
<br />DEPTH
<br />STUD
<br />D h ø
<br />ç"
<br />MIN
<br />ç"
<br />MIN"
<br />NOTES:
<br />1.STRUCTURAL WALLS - WALL FRAMING AS SHOWN ON STRUCTURAL DWGS.
<br />2.NON-STRUCTURAL WALLS - WALL FRAMING NOT SHOWN ON STRUCTURAL DWGS UON.
<br />3. BORED HOLES AND NOTCHES SHALL NOT BE LOCATED AT SAME SECTION.
<br />4.6x POSTS SHALL NOT BE BORED OF NOTCHED.
<br />5.4x STUDS SHALL NOT BE NOTCHED BUT MAY HAVE BORED HOLES SAME AS FOR
<br />STRUCTURAL WALLS PROVIDED THE BORED HOLES ARE CENTERED ON THE 4X DEPTH.
<br />6.MAX O F 1 NOTCH PER STUD.
<br />7. STUDS WITH MULTIPLE BORED HOLES ALLOWED PROVIDED ADJACENT BORED HOLES
<br />ARE A MINIMUM OF 4 HOLE DIAMETERS CLEAR OF EACH OTHER USING THE LARGER
<br />DIAMETER OF ADJACENT HOLES.
<br />8.STUDS WITH 1 NOTCH AND MULTIPLE BORED HOLES ALLOWED PROVIDED ADJACENT
<br />HOLES AND HOLES ADJACENT TO NOTCHES ARE CLEAR OF EACH OTHER SAME AS ITEM
<br />7.
<br />9. STUDS IN STRUCTURAL WALLS MAY HAVE BORED HOLE DIAMETER SAME AS
<br />NON-STRUCTURAL WALLS PROVIDED STUD IS DOUBLED AND NOT MORE THEN 2 SUCH
<br />SUCCESSIVE DOUBLED STUDS ARE SO BORED.
<br />10.SILL PLATES ANCHORED TO CONCRETE - BORED HOLES AND NOTCHES TO BE
<br />TREATED SAME AS END OF PLATE CONDITION - PROVIDE MIN 2 ANCHORS PER PIECE w/
<br />5" MAX/12" MIN CLEAR OF BORED HOLES OR NOTCHES.
<br />11. DBL TOP PLATES AND BOTT PLATES AT WOOD FRAMED FLOORS ARE NOT TO BE
<br />BORED OR NOTCHED UNLESS SPECIFICALLY DETAILED/NOTED ON DWGS.
<br />WALL FRMG
<br />PER PLAN
<br />ð HT
<br />PER PLAN
<br />ALL UTLILITES (PIPES, CONDUITS,
<br />SPRINKLER,COMMUNICATION,
<br />LINES, ETC) TO BE ROUTED AS
<br />REQ TO NOT PENETRATE DBL
<br />TOP PLATE.
<br />SEE FOR RESTRICTIONS IN RUNNING
<br />UNTILITIES THRU WALL FRMG.
<br />24
<br />S001
<br />PLYWD BLKG PANELS
<br />SHEAR BLKG OPTION
<br />EN TYP
<br />16d SINKERS
<br />@ 6" OC STGD
<br />2x FILLER @
<br />TRUSS
<br />16d SINKERS
<br />@ 6" OC
<br />ã" PLY OR OSB
<br />w/ 8d @ 6" OC EN,
<br />12" OC FIELD
<br />DBL TOP ƒ
<br />ð HT
<br />PER PLAN
<br />ð HT
<br />PER PLAN
<br />EN TYP
<br />16d SINKERS @ 6"
<br />OC
<br />2x FILLER @ TRUSS
<br />16d SINKERS TOE
<br />NAIL @ 6" OC
<br />LTP4 @ 24" OC
<br />(MIN 1 PER BLK)
<br />PROVIDE MFR TRUSS BLKG. HORIZ SHEAR = 260 plf
<br />DBL TOP ƒ
<br />NOTE:
<br />1. VERIFY LOCATION w/ MECH.
<br />4x6 BLKG w/ HUS46TF OR
<br />HUSC46TF
<br />@ EDGES OF MECH UNIT. USE
<br />HUS46TF & HUSC46TF ON
<br />OPPOSITES SIDES OF SAME RT
<br />RT PER PLAN
<br />1/2" MAX ANCHOR (AB) PER DETAILS
<br />STANDARD CUT WASHER
<br />ð WASHER PER
<br />SCHD
<br />WALL FRMG
<br />PER PLAN
<br />EN
<br />PT ƒ SPLICE @
<br />MID-POINT OF OPNG
<br />OR 6'-0" MIN FROM JAMBS
<br />EN @ (K) STUDS
<br />FULL HT
<br />2x4 MIN BLK
<br />32" MIN BEYOND
<br />OPNG @ CS16
<br />STRAPPING
<br />SIMPSON CS16 w/
<br />8d EVERY OTHER
<br />HOLE -TOP & BOTT
<br />PROVIDE (2) STRAPS
<br />TOP & BOTT AS
<br />NOTED ON PLANS
<br />HEADER PER PLAN
<br />32" MIN
<br />PER PLAN
<br />OPNG
<br />WINDOW
<br />DBL 2x OPTION TO 3x MIN @ ADJOINING EDGES
<br />(2) VERT ROWS OF
<br />STITCH NAILING
<br />PER SCHD
<br />ADJOINING PANEL EDGE
<br />DBL 2x MATCH DEPTH
<br />OF WALL FRMG1"1"2x CONT w/ (2) 16d
<br />SINKERS @ EA BLK
<br />FRAMING
<br />PER PLAN
<br />BLKG PER PLAN
<br />w/ HANGER EA END
<br />SHEAR PER PLANFRMG PER PLAN
<br />FRAMING
<br />PER PLAN
<br />2x BLKG CONT.
<br />MATCH FRMG
<br />DEPTH
<br />2x CONT w/ 16d
<br />SINKERS @ 12" OC
<br />MIN (2) PER BLK
<br />EN
<br />FRMG PARALLEL TO FRAMING
<br />FRMG PERPENDICULAR TO FRAMING
<br />16d SINKERS @
<br />12" OC. TYP
<br />HEADER SIZE PER
<br />PLAN EA FACE FULL
<br />LENGTH, NO SPLICES
<br />2x MATCH WALL FRMG
<br />MATERIAL & WIDTH
<br />TOC +0'-0"
<br />+0' -0"
<br />*
<br />HOLDOWN PER PLAN w/
<br />SDS SCREWS PER SCHD
<br />(2)2x OR POST PER
<br />PLAN. LAMINATE 2x's
<br />PER
<br />SIMPSON HOLDOWN
<br />ANCHOR ROD PER
<br />SCHDa-aNOTE:
<br />SEE UON EMBDMT12" MIN32
<br />S001
<br />5
<br />S201
<br />PLAN a-a
<br />(2) ROWS EN @
<br />TWICE EN SPACING
<br />Checked By:
<br />Drawn By:
<br />Project No.:
<br />LDA Partners, LLP
<br />222 South Central Court
<br />Stockton, CA 95204
<br />209.943.0405
<br />www.ldapartners.com
<br />Consultant:
<br />Project:
<br />Architect:
<br />jh lawder, inc.
<br />structural engineers
<br />717 16th Street, Ste. 4, Modesto, CA 95354
<br />(209) 521-1143 Fax: (209) 521-1581
<br />Client:
<br /> 5/06/21
<br />5/6/2021 9:34:09 AMGENERAL NOTES & TYPICAL
<br />DETAILS
<br />S001
<br />Author
<br />JL
<br />727-01-18
<br />PERMIT SUBMITTAL
<br />5/5/21
<br />MACHADO SPORTS COMPLEX
<br />450 COMMERCE COURT, MANTECA, CA
<br />95336
<br />1020 MARSH CREEK
<br />EBMA INVESTMENTS
<br />###.###.####
<br />MANTECA, CA 95336
<br />1/2" = 1'-0"11 PIPES & EXCAVATIONS
<br />3/4" = 1'-0"13 TYP REINF BAR BENDS
<br />12" = 1'-0"14 ABBREVIATIONS
<br />3/4" = 1'-0"16 SLAB ON GRADE JT: SC-1
<br />3/4" = 1'-0"17 SOFF-CUT JT: SC-2
<br />3/4" = 1'-0"18 SLAB ON GRADE JT: CJ-1
<br />1/2" = 1'-0"19 TYP FTG REINF -PLAN VIEW
<br />20 ADHESIVE DOWELS/ANCHORS
<br />1/2" = 1'-0"26 FRAMED OPENING
<br />1" = 1'-0"22 TOP ƒ SPLICE
<br />1" = 1'-0"24 BORED HOLES & NOTCHES
<br />3/4" = 1'-0"23 BLDG UTILTIES @ DBL TOP ð
<br />1/2" = 1'-0"25 BLKG PANELS
<br />1/4" = 1'-0"33 HVAC UNIT SUPPORT
<br />1 1/2" = 1'-0"31 WD ð -SLOTTED ð WASHER
<br />1/4" = 1'-0"27 SPECIAL SHEAR WALL
<br />3/4" = 1'-0"32 DLB 2x STITCH NAILING
<br />1/2" = 1'-0"28 FRAMING DETAIL
<br />ADHESIVE DOWELS
<br />ANCHOR/
<br />DOWEL
<br />DRILL
<br />BIT ø
<br />EMBED
<br />DEPTH MATERIAL PROOF LOAD
<br />#4 DOWEL ç"ø 4á" CONCRETE 2000# TENSION
<br />BORED HOLES & NOTCHES -
<br />NON-STRUCTURAL WALLS
<br />STUD
<br />BORED HOLE
<br />MAX Dh
<br />NOTCH DEPTH
<br />MAX Dn
<br />2x4 2"ø 1ã"
<br />2x6 3á"ø 2ß"
<br />2x8 4á"ø 2ë"
<br />BORED HOLES & NOTCHES - STRUCTURAL
<br />WALLS
<br />STUD
<br />BORED HOLE
<br />MAX Dh
<br />NOTCH DEPTH
<br />MAX Dn
<br />2x4 1ã"ø ë"
<br />2x6 2ß"ø 1ã"
<br />2x8 2ë"ø 1é"
<br />BORED HOLES & NOTCHES - STRUCTURAL
<br />WALLS
<br />STUD
<br />BORED HOLE
<br />MAX Dh
<br />NOTCH DEPTH
<br />MAX Dn
<br />2x4 1ã"ø ë"
<br />2x6 2ß"ø 1ã"
<br />2x8 2ë"ø 1é"
<br />ADJOINING EDGE DBL 2x STITCH NAILING
<br /> EN 16d SINKER SPACING
<br />8d @ 6" OC 2 ROWS @ 12" OC EA ROW
<br />8d @ 4" OC 2 ROWS @ 8" OC EA ROW
<br />8d @ 3" OC 2 ROWS @ 6" OC EA ROW
<br />8d @ 2" OC 2 ROWS @ 4" OC EA ROW
<br />10d @ 6" OC 2 ROWS @ 11' OC EA ROW
<br />10d @ 4" OC 2 ROWS @ 7" OC EA ROW
<br />10d @ 3" OC 2 ROWS @ 5" OC EA ROW
<br />10d @ 2" OC 2 ROWS @ 4" OC EA ROW
<br />12" = 1'-0"6 GENERAL NOTES
<br />3/4" = 1'-0"5 WOOD BU HEADER
<br />3/4" = 1'-0"35 HOLDOWN DETAIL
<br />No. Descripotion Date By
<br />6/8/2021, 1:58:25 PM
<br />21-0396
<br />LUMEN ARCEO
|