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ABBREVIATIONS
<br /> GENERAL PROVISIONS: CONCRETE
<br /> ABV. ABOVE
<br /> SPECIAL INSPECTION NOTES ADO'L. ADDITIONAL
<br /> A. THE CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS ON THE JOB 517E WITH (STRUCTURAL CONCRETE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS A.B. ANCHOR BOLT
<br /> (THESE NOTES ARE BASED ON THE GBG 201(b, CHAPTER Il) THE LATEST, COMPLETE SET OF PERMITTED DRAWINGS. ALL NOTES AND DIMENSIONS OF THE GBG 2016, CHAPTER IG AND AGI 318.)
<br /> SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS, S AND
<br /> A, GENERAL: THE OWNER, OR REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE PRIOR TO THE COMMENCING OF ANY WORK. ANY DISCREPANCIES IN THE NOTES OR A. PORTLAND GEMENT SHALL BE TYPE I OR 11, CONFORMING TO A.5.T.M. SPECIFICATION ALT, ALTERNATE
<br /> CHARGE ACTING AS THE OWNER'S AGENT, SHALL EMPLOY ONE OR MORE SPECIAL DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND C150. AGGREGATES SHALL BE NORMAL WEIGHT, CONFORMING TO A.5.T.M.
<br /> MOZAFFARI ENGINEERING PRIOR TO THE COMMENCING OF WORK 50 THAT THE PROPER SPECIFICATION G 33, WITH PROVEN SHRINKAGE CHARACTERISTICS OF LE55 THAN ® AT ,
<br /> INSPECTORS TO PROVIDE INSPECTIONS DURING LL BE CONSTRUCTION IE THE TYPES REMEDIAL WORK CAN BE EXECUTED. 0.04%. USE SPECIAL TYPES OF GEMENT WHERE REQUIRED BY SOIL CONDITIONS. ARCH'L. ARCHITECTURAL
<br /> OF WORK LISTED. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON
<br /> WHO SHALL DEMONSTRATE COMPETENCE, TO SATISFACTION OF THE BUILDING BOBOARD
<br /> B. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL OF THE SHORING ., BRACING, ETC. B. ALL CONCRETE SHALL BE OF DESIGN MIX OF 3,000 P.5.1, AT 28 DAYS. CONTINUOUS '15
<br /> ,
<br /> OFFICIAL, FOR INSPECTION OF PARTICULAR TYPE OF CONSTRUCTION OR REQUIRED TO SAFELY EXECUTE ALL WORK ON THE PROJECT, UNLESS SPECIFICALLY INSPECTION 15 NOT REQUIRED. MAXIMUM SLUMP SHALL BE 4 INCHES. USE A MINIMUM OF BLDG. BUILDING _
<br /> OPERATION REQUIRING SPECIAL INSPECTION. DETAILED OTHERWISE ON THE DRAWINGS. THE CONTRACTOR 15 FULLY RESPONSIBLE FIVE (5) SACKS OF GEMENT PER CUBIC YARD, AT FLOOR SLABS-ON-GRADE; PROVIDE BLK. BLOCK
<br /> B. REPORT REQUIREMENTS. SPECIAL INSPECTORS SHALL KEEP RECORDS OF EACH FOR ALL SHORING, BRACING, ETC. 3,000 P.5.1, CONCRETE,
<br /> BLKG, BLOCKING 5865 OWENS DRIVE
<br /> INSPECTION, THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO G. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE G. NO PIPES, OR DUGT5, SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS BLW. BELOW PLEASANTON, CA 94586
<br /> THE BUILDING OFFICIAL S TO THE REGISTERED DESIGN PROFESSIONAL IN CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND SPECIFICALLY DETAILED, SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR B.O. BOTTOM OF 925 251-7200
<br /> RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT THE WORK BEING MATERIAL, AND CURRENT EDITION OF THE LOCAL BUILDING CODE. LOCATION OF SLEEVES, MOULDS, FLOOR HINGES, ETC.TO BE CAST INTO THE CONCRETE.
<br /> INSPECTED WAS DONE IN CONFORMANCE TO APPROVED CONSTRUCTION B.O.B. BOTTOM OF BEAM
<br /> DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION D. MATERIALS AND WORKMANSHIP FOR THI5 PROJECT SHALL CONFORM TO THE 2016 D. VIBRATION OF CONCRETE SHALL BE PERFORMED IN AGCORDANGE WITH THE PORTLAND BOTT. BOTTOM
<br /> OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT EDITION OF THE CALIFORNIA BUILDING CODE (GBG 201(b). EDITIONS AND CONDITIONS, GEMENT ASSOCIATION SPECIFICATIONS.
<br /> CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE AS WELL AS REFERENCED DESIGN STANDARDS ARE AS FOLLOWS: BRG BEARING
<br /> BUILDING OFFICIAL S TO THE REGISTERED DESIGN PROFESSIONAL IN E. GONGRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF SEVEN B.S. BOTH SIDES
<br /> RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF WORK. STRUCTURAL DESIGN STANDARDS FOR STRUCTURAL MATERIALS DAYS AFTER ITS PLACEMENT AT A TEMPERATURE NOT LE55 THAN 50°F; APPROVED CANT, CANTILEVER
<br /> A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS S CURING COMPOUNDS MAY BE USED IN LIEU OF M015T CURING, FOR TEMPERATURES
<br /> CORRECTIONS OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE LESS THAN 50°F, FOLLOW THE GOLD WEATHER PROVISIONS OF AGI 30(b B
<br /> G.B. CARRIAGE OLT
<br /> SUBMITTED AT A POINT IN TIME AGREED UPON BY THE PERMIT APPLICANT 8 MATERIAL CHAPTER REFERENCED STANDARDS
<br /> CHAPTER G.G. CENTER TO CENTER
<br /> BUILDING OFFICIAL PRIOR TO THE START OF WORK. F, NEW FOOTINGS ADJACENT TO EXISTING FOUNDATIONS MUST PENETRATE A MINIMUM G.J. CONTROL JOINT
<br /> (W
<br /> CONCRETE Ig GW I 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL DEPTH AS THAT OF THE EXISTING FOOTINGS. ALL FOOTINGS SHALL BEAR ON ELEVEn
<br /> G. SPECIAL INSPECTION ITEMS; HERE A SPECIAL INSPECTION FORM PROVIDED BY GCNCRETE UNDISTURBED SOIL, 18" MINIMUM BELONATURAL OR FINISHED GRADE, WHICHEVER 15 GL CENTERLINE
<br /> THE LOCAL JURISDICTION HAS BEEN COMPLETED BY THE ENGINEER, THAT DEEPER. SEE SOILS SECTION ABOVE FOR MORE INFORMATION, GLC. CEILING
<br /> DOCUMENT SHALL GOVERN) ALUMINUM 20 A ADMI-15
<br /> ALUMINUM DESIGN MANUAL G. ANY REQUIRED BACKFILL AT FOUNDATIONS SHALL BE BROUGHT UP SIMULTANEOUSLY ON CLR, CLEAR
<br /> MS 402-13/AGI 530-13/ASCE 5-13 BUILDING CODE EACH SIDE 50 THAT THE EARTH LEVEL ON ONE SIDE 15 NEVER MORE THAN 8" HIGHER GMU CONCRETE MASONRY UNIT
<br /> THAN THE OTHER SIDE, UNLESS APPROVED SHORING 15 PROVIDED.
<br /> MASONRY 21 REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURE COL. COLUMN
<br /> CONTINUOUS CONCRETE CONSTRUCTION - VERIFICATION / INSPECTION M5JC CODE) H. REINFORCEMENTS, ANCHOR BOLTS, PIPE SLEEVES, AND OTHER INSERTS SHALL BE GONG. CONCRETE
<br /> ISG 360-10 POSITIVELY SECURED IN PLACE PRIOR TO PLACING CONCRETE. CONN, CONNECTION
<br /> PERIODIC SEE TABLE 1105.3 5PECIFICATION FOR STRUCTURAL STEEL BUILDINGS 1, THE REQUIRED CONCRETE PROTECTION FOR REINFORCEMENT BARS (EDGE OF CON5T, JT. CONSTRUCTION JOINT
<br /> REQUIRED VERIFICATION 8 INSPECTION OF CONCRETE CONSTRUCTION oN15C 341-10 CONCRETE TO FACE OF BARS): 3" WHERE CONCRETE 15 POURED AGAINST EARTH, 2"
<br /> CONT, CONTINUOUS
<br /> STEEL 22 51515MIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS WHERE CONCRETE 15 EXPOSED TO EARTH BUT PLACED IN FORM5, 1-1/2" AT COLUMN CT5K, COUNTERSUNK
<br /> I. ® REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS S PLACEMENT 151 5100-12 TIES AND BEAM AND GIRDER STIRRUPS, 1-1/2" FOR SLAB AND WALLS AND JOISTS,
<br /> l,IORTH AMERICAN SPECIFICATION FOR DESIGN OF UNLESS OTHERWISE NOTED ON THE DRAWINGS. DBL. DOUBLE
<br /> 2. ❑ REINFORCING STEEL WELDING OLD-FORMED STEEL STRUCTURAL MEMBERS D.F. DOUGLAS FIR
<br /> 3. ® BOLTS INSTALLED IN CONCRETE J. ALL REINFORCEMENT BARS SHALL CONFORM TO ASTM-A615 SPEGIFIGATIONS, USE DIA, DIAMETER
<br /> ATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD GRADE 60 FOR #5 AND LARGER. USE GRADE 40 FOR #4 AND SMALLER.
<br /> 4. ® REQUIRED MIX DESIGN WOOD 23 ON5TRUCTION WITH 2015 SUPPLEMENT DIAD. DIAGONAL
<br /> Fd PA 50PW5-15 K. ALL WELDED WIRE FABRIC SHALL CONFORM TO A5TM A165, LAP SHEETS A MIN. OF 18" DIM. DIMENSION
<br /> 5. ❑ FRESH CONCRETE SAMPLING/TEST PEGIAL DESIGN PROVISIONS FOR WIND AND SEISMIC W
<br /> 6. ❑ PLACEMENT OF CONCRETE S SHOTGRETE L. PROVIDE CONTROL, OR CONSTRUCTION JOINTS, IN CONCRETE SLAB AT 12'- O" O.G. ON. DOWN
<br /> MAXIMUM, EACH WAY UNLESS OTHERWISE NOTED ON PLANS. DWG. DRAWING �W
<br /> 1. ❑ CURING-TEMPRATURE S TECHNIQUES E. ALL CONSTRUCTION CONNECTORS TO BE 51MP50N STRONG-TIE (U.O.N) AS SPECIFIED (E) EXISTING L.L
<br /> ON THE PLANS. WHERE ONLY A MODEL (AND NO MODEL #) 15 SPECIFIED, SELECT THE M. FREE-FALL OF CONCRETE NOT TO EXCEED 4'-0"
<br /> 8. ❑ PRESTRESSED CONCRETE MODEL NUMBER THAT CORRESPONDS TO THE CONNECTING FRAMING NUMBER(5); EA. EACH
<br /> A. ❑ APPLICATION OF PRESTRESSING FORGES ACCORDING TO THE CURRENT PRODUCT CATALOG. DO NOT DOWNSIZE ALTERNATE E.F. EACH FACE v)
<br /> MANUFACTURERS PRODUCT WITH EQUAL OR GREATER ICG APPROVAL OF THE LOCAL
<br /> B. ❑ GROUTING OF BONDED TENDONS IN SEISMIC-FORGE-RESISTING SYSTEM BUILDING OFFICIAL. E.J. EXPANSION JOINT z
<br /> g. E] ERECTION OF PRECAST MEMBERS WOOD FRAMING EL. ELEVATION L
<br /> 7
<br /> 10. El VERIFICATION
<br /> LOADS: WBELEV, ELEVATION VERIFICATION OF ON-SITE CONCRETE STRENGTHS A. ALL WOOD CONSTRUCTION MATERIALS SHALL CONFORM TO .C.L,
<br /> . STANDARD z < i
<br /> THI5 STRUCTURE 15 DESIGNED BASED ON THE FOLLOWING GBG 2016 LOAD GRADING RULE NO, 16 AND CHAPTER 23 OF THE GBG 2016, ALL STRUCTURAL FRAMING ELEC, ELECTRICAL O 5 Q
<br /> 11. ® FORMWORK SHAPE, LOCATION 4 DIMENSIONS CRITERIA, UNLESS OTHERWISE NOTED. MEMBERS SHALL BE GRADE MARKED DOUGLAS FIR AS FOLLOWS, UNLESS OTHERWISE EN EDGE NAIL G U
<br /> NOTED ON PLANS. (MOISTURE CONTENT, AT THE TIME OF CONSTRUCTION, TO BE A
<br /> A. RISK CATEGORY TABLE 1604.5) TYPE II MAXIMUM lcl%): E.O.S. EDGE OF SLAB J W
<br /> ( .............................................................................. EQ. EQUAL
<br /> B. ROOF LOADS: ,,���x( ..
<br /> I, HORIZONTAL FRAMING MEMBERS AND POSTS SHALL BE D,F, NO. 2 OR BETTER. E.S. EACH SIDE W z
<br /> � �
<br /> D. CONTRACTOR'S RESPONSIBILITY. PER GBG 2016, SECT. 112. STUDS UP TO 10'-O" IN LENGTH SHALL BE STUD GRADE OR BETTER.
<br /> 2. LIVE LOADS (PER SECTION I&Ol.l 06.1, EACH CONTRACTOR IS 1. DEAD LOADS (PER DESIGN CONDITIONS) ........................................................ 20 (p5F) 3. STUDS OVER 10'-0" IN LENGTH SHALL BE D.F. N0.2 OR BETTER. E.W. EACH WAY
<br /> O
<br /> RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR SEISMIC FORGE RESISTING 4. BRACES SHALL BE D.F. N0.2 OR BETTER. EXT, EXTERIOR
<br /> AND REDUCIBLE PER SECTION 1601.12.2.1....................................................... 20 (psF) z Q
<br /> SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND OR SEISMIC RESISTING COMPONENT 5. MANUFACTURED LUMBER (NON GLUE LAMINATED TIMBER) TO BE I-LEVEL \
<br /> F.D.
<br /> L15TED IN THE STATEMENT OF SPECIAL INSPECTIONS. THE CONTRACTOR SHALL SUBMIT G. FLOOR LOADS: (WEYERHAEUSER), OR EQUAL, BASED ON THE FOLLOWING PROPERTIES: FLOOR DRAIN co
<br /> 5
<br /> A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL S THE OWNER 1. DEAD LOADS (PER DESIGN CONDITIONS) ........................................................ N/A (psF) FIN, FIN15H N U
<br /> PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE 2, LIVE LOADS (PER SECTION 1601 AND REDUCIBLE PER
<br /> 1.10) pF.F. FINISH FLOOR
<br /> CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: SECTION 160W zO
<br /> ........................................................................................................... N/A ( sF) GRADE ORIENTATION E(P51) Fb(P51) FG(P51) Fc Fv(P51) S.G.
<br /> D. WALL LOADS: FIN. FLR, FINISH FLOOR O
<br /> 1. ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED I. EXTERIOR WALL DEAD LOADS 1,3E L5L BEAM/COL. 1.3x106 1,100 110 1835 425 0.50 FLR. FLOOR )�
<br /> IN THE STATEMENT OF SPECIAL INSPECTIONS. (PER DESIGN CONDITIONS. SEE WALL LOAD SHEET.)................................. Il (psF) ISE LSL BEAM 1,55x106 2325 g00 2,110 310 0.50 FN FIELD NAIL O vf�//J U�/)
<br /> 2. INTERIOR WALL DEAD LOADS J
<br /> 2. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN (PER DESIGN CONDITIONS. SEE WALL LOAD SHEET)................................. 6.5 (psF) 6 FNO. FOUNDATION
<br /> 2.0E LVL BEAM 2.0x10 2,600 150 2510 285 0.50
<br /> CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE E. SNOW LOADS: 6 F.O.M. FACE OF MASONRY
<br /> BUILDING OFFICIAL, I. GROUND SNOW LOADS, pg (PER FIG. 1608.2 1.8E P5L COLUMN 1,8x10 2,400 425 2,500 ICO 0.50 F,O,S. FACE OF STUD
<br /> OR LOCAL JURISDICTION) ..................................................................................... O (psF) 6
<br /> 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S 2.2E PSL BEAM 2.2x10 2,cIOO 150 2,cIOO 2q0 0.50 F.P. FULL PENETRATION I
<br /> 2. FLAT ROOF SNOW LOAD5, pF (PER A5GE 1, EQ. 1.3-1) ........................... 0 (psF)
<br /> ORGANIZATION, THE METHODS FREQUENCY OF REPORTING 8 THE DISTRIBUTION FTG. FOOTING
<br /> OF THE REPORTS. 3. SLOPED ROOF SNOW LOADS, ps (PER A5GE 1, EQ. 1.4-1) ..................... 0 (psF)
<br /> B. ALL BOLTS SHALL BE STANDARD MACHINE BOLTS WITH M.I. OR STEEL PL WASHERS GA. GAUGE
<br /> F. SEISMIC LOADING CRITERIA: WHEN THE HEAD OF THE BOLT OR THE NUT BEARS DIRECTLY ON WOOD. (SEE SCHEDULE GALV. GALVANIZED O
<br /> 4. IDENTIFICATION S QUALIFICATIONS OF THE PERSON(5) EXERCISING SUCH CONTROL BELOW) HOLES FOR BOLTS SHALL BE DRILLED WITH A BIT 1/32" LARGER THAN THE
<br /> S THEIR P05ITION(S) IN THE ORGANIZATION. 1. SEISMIC IMPORTANCE FACTOR le BOLT DIAMETER. BOLT SHALL NOT BE LOCATED LE55 THAN 4D FROM EDGE S 1D GLB GLUE LAMINATED BEAM Z
<br /> (PER A5CE 1, TABLE 11.5-2) ................................................................................... 1.00 FROM END OF MEMBER (U.O.N.) 5PAGING BETWEEN BOLTS SHALL NOT BE LE55 THAN 5D GYP. BO. GYP5UM BOARD
<br /> 2. SITE GLASS (PER A5CE 1, CHAP.20 OR SOILS REPORT) ....................... p (U.O.N,) TIGHTEN ALL BOLTS BEFORE PLASTERING, HDR. HEADER
<br /> HCR, HANGER
<br /> 3. MAPPED 5PEGTURAL ACCELERATIONS, MCEr: BOLT DIA. M.I. WASHER STEEL PL WASHER HORIZ. HORIZONTAL
<br /> o) 55 (PER A5GE T FIG5. 22-IOR
<br /> U5G5 SEISMIC VALUES) ..................................................................................... 0.80q 1/2"(P 2 1/2"(P x 1/4" 2" x 2" x 1/4" H,5.B. HIGH STRENGTH BOLT
<br /> b) 51 (PER A5CE 1, FIGS. 22-2 OR HT. HEIGHT
<br /> U5675 SEISMIC VALUES) ..................................................................................... 0.324 5/8"(P 2 3/4"0 x 5/16" 2 1/2" x 2 1/2" x 1/4" HVAC HEATING, VENTILATION
<br /> 4. 5PEGTURAL RESPONSE COEFFICIENTS: 3/4"(P 3"(P x 1/16" 3" x 3" x 5/16" S AIR CONDITIONING BLDG DEPT.
<br /> o) Fo (PER TABLE 1613.3.30)) ............................................................................... 1.18 I.D. INSIDE DIAMETER
<br /> b) Fv (PER TABLE 1613.3.3(2)) .............................................................................. 1.15 1/8"m 3 1/2"0 x 1/16" 3 1/2" x 3 1/2" x 3/8"
<br /> 1110 4"4P x 1/2" 3 3/4" x 3 3/4" x 3/8" INT. INTERIOR REVISIONS
<br /> 5. MAXIMUM CONSIDERED EARTHQUAKE RESPONSE ACCELERATIONS: LGS LIGHT GAUGE STEEL
<br /> o) 5m5 (PER EQ. 16-31) ........................................................................................... O.q5 LONG. LONGITUDINAL Q1 OWNER CHANGES 12/17/19
<br /> b) 5M1 (PER EQ. 16-38) ..............................................................................I............ 0.51 G. NO STRUCTURAL MEMBER SHALL BE GUT WITHOUT THE APPROVAL OF THE ENGINEER. L.L.H. LONG LEG HORIZONTAL
<br /> ANY GUTTING, NOTCHING OR BORING OF WOOD SHALL CONFORM TO THE GBG 2016
<br /> 6. DESIGN SPECTRAL RESPONSE ACCELERATIONS: REQUIREMENTS. L.L.V, LONG LEG VERTICAL
<br /> o) 5D5 (PER EQ. I(9-3q) ...............................................................I.........I.........,,... 0.63 L.S. LAG SCREW
<br /> b) 501 (PER EQ. 16-40)........................................................................................... 0.38 D. TYPICAL SILL PLATE ATTACHMENTS SHALL BE WITH 5/8" DIAMETER X 12" LONG,
<br /> ANCHOR BOLTS (OR 5/8"(P x 6 1/2" 51MP50N TITEN HO ANCHORS) AT 5'-0" O.G. SEE MFR. MANUFACTURER
<br /> 1. SEISMIC DESIGN CATEGORY (PER TABLES 1613.3.50-2)) ........................ D SHEAR WALL SCHEDULE FOR MORE ANCHOR BOLT SPACING INFORMATION. PROVIDE MFG. MANUFACTURING
<br /> ONE BOLT BETWEEN 4" S 12" FROM EACH END OF EACH SILL PIECE AND AT CORNERS. MAX. MAXIMUM
<br /> 6. RESPONSE MODIFICATION COEFFICIENT, R ANCHOR BOLTS MUST ACHIEVE A MINIMUM OF 7 EMBEDMENT INTO CONCRETE. PROVIDE
<br /> (PER A5CE 1, TABLE 12.2-1) .................................................................................. 6.5 PL3x3xl/4" WASHER (OR SIMPSON BP) AT EACH ANCHOR BOLT. THE HOLE IN THE PLATE M.B. MACHINE BOLT
<br /> WASHER 15 PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" M.B.M. METAL BUILDING MANUFACTURER
<br /> q. SEISMIC RESPONSE COEFFICENT/BA5E SHEAR LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1-3/4",
<br /> (PER A5CE 1, 12.8.1 EQUATIONS) ......................................................................... 0.0co •W PROVIDED A STANDARD GUT WASHER 15 PLACED BETWEEN THE PLATE WASHER AND MECH, MECHANICAL
<br /> THE NUT. MIN, MINIMUM
<br /> G. WIND LOADING CRITERIA: MISG. MISCELLANEOUS
<br /> E. ALL STRUCTURAL (SHEATHING) PLYWOOD SHALL BE APA RATED EXPOSURE I ,WITH A
<br /> I. BA51C WIND SPEED, Vas (PER FIG. IbOcI OR MINIMUM SPAN RATING OF 32/16 (ROOF) AND 48/24 (FLOOR), UNLESS OTHERWISE NOTED. MTL. METAL
<br /> LOCAL JURISDICTION) ............................................................................................. 110 (mph) SHEATHING SHALL CONFORM TO P5 2, LATEST EDITION, UNLESS OTHERWISE NOTED. (N) NEW
<br /> 2. SURFACE ROUGHNESS CATEGORY (PER SECT. IbOq.4.2) ....................... G N/A NOT APPLICABLE
<br /> 3. EXPOSURE CATEGORY (PER SECT. I&Oq.4,3) ................................................ G F. FOR NAILING OF LUMBER, SEE TABLE 2304.10.1 OF THE GBG 2016.
<br /> NO. NUMBER
<br /> G. ALL SILL PLATES RESTING ON CONCRETE, OR MASONRY, SHALL BE PRESSURE TREATED N.T.5. NOT TO SCALE
<br /> 4. DESIGN WIND LOADS, P (PER A5GE 1, SECT. 21.4)............ Z=15 FT. Z=25 FT. DOUGLAS FIR IN ACCORDANCE WITH AWPA U1. CONNECTORS FOR PRESSURE TREATED
<br /> 24.1 21.5 OR FIRE RETARDANT PRESSURE TREATED WOOD TO BE HOT DIPPED GALVANIZED, 0/ OVER
<br /> STAINLESS STEEL, SILICON BRONZE OR COPPER, O.G. ON CENTER
<br /> GEOTECHNICAL INFORMATION
<br /> H, LAG BOLTS AND SCREWS SHALL HAVE PREDRILLED HOLES AND THE DIAMETER OF O.D. OUTSIDE DIAMETER
<br /> THE PREDRILLED HOLES SHALL BE 60% OF SHANK DIAMETER. THE THREADED PORTION O.H. OPPOSITE HAND
<br /> ALL FOUNDATIONS SHALL BE CONSTRUCTED ACCORDING TO THE GEOTECHNICAL OF THE SCREW SHALL BE INSERTED BY TURNING WITH A WRENCH, NOT BY DRIVING WITH OPNG. OPENING
<br /> REPORT LISTED BELOW: A HAMMER, PENETRATION OF THREADED PORTIONS OF THE BOLTS OR SCREWS SHALL
<br /> BE SEVEN BOLT OR SCREW DIAMETERS MINIMUM, OPP, OPPOSITE
<br /> CONSULTANT: TERRAGON CONSULTANTS, ING . PC. PIECE
<br /> PROJECT NO.: NAIg5018. I L�G E HOLD 1. WHEN LAMINATING VERTICALLY (2) 2X MEMBERS TOGETHER, USE Ibd NAILS AT q" O.G. PARA. PARALLEL
<br /> DATE: JULY q, 201q,
<br /> (TO BE EDITED) J. ALL HARDWARE CONNECTING WOOD MEMBERS SHALL BE RECESSED WHEN REQUIRED BY PERP. PERPENDICULAR
<br /> ARCHITECTURAL FINISH. VERIFY WITH ARCHITECTURAL PLANS, TYPICAL. PL PLATE
<br /> 51TE PREPARATION PLY, PLYWOOD
<br /> ALL EXCAVATIONS, PREPARATIONS FOR SLAB-ON-GRADE, FOOTINGSTANDARD NAIL TYPES AND SIZES PPT PARAPETS, BACKFILLING AND PREFAB. PREFABRICATED
<br /> GRADING ARE TO BE DONE ACCORDING TO THE GEOTECHNICAL REPORT LISTED ABOVE, NAIL TYPE DIAMETER GAUGE LENGTH
<br /> PREMANUF, PREMANUFACTURED
<br /> 5d COOLER 0.086" 14 1 5/8" P.T. PRESSURE TREATED
<br /> m DIAMETER
<br /> FOUNDATIONS
<br /> bd COOLER O.Og2" 13 11/8" ;LA
<br /> RAD. RADIUS 0 Q Q
<br /> F F
<br /> ALL FOUNDATIONS SHALL BE CONSTRUCTED ACCORDING TO THE GEOTECHNICAL bd BOX O.Ogq" 121/2 2" REINF, REINFORCING
<br /> REPORT. � Ca o � � EE Q o � CR
<br /> bd COMMON 2" REQ'D REQUIRED 1 5 0 0 " F" STREET
<br /> A. TYPE OF FOOTING SYSTEM BEING USED: A SHALLOW, CONTINUOUS AND SPREAD 8d COOLER 0.113" 11 1/2 2 3/8" R.O. ROUGH OPENING M O D E S T O , C A 9 5 3 5 4
<br /> FOOTING SYSTEM WITH A MINIMUM EMBEDMENT DEPTH OF 18" BELOW THE LOWEST RDWD REDWOOD TEL. (2 0 9) 5 7 2-4 4 3 0
<br /> ADJACENT FINISHED SOIL 5UB-GRADE. 8d BOX 2 1/2" S.A.D. SEE ARCHITECTURAL DRAWINGS FAX. (2 0 9) 5 7 2-4 4 3 6
<br /> 1. DESIGN SOIL PRESSURE: IOd COOLER 0,120" 11 2 1/8" 5CHED. SCHEDULE WWW. M O Z A F FA R 1 . N E T
<br /> o) CONTINUOUS FOOTING..................................1,500 P.5.F. (U.O.N.) 3„ S.D.S. SELF-DRILLING W
<br /> SCRE
<br /> b) ISOLATED FOOTING ....................................1,500 P.5.F, (U.O,N,) IOd BOX
<br /> 0,128" 101/2 SIM, SIMILAR
<br /> B. CONCRETE SLAB BASE, AND COMPACTION, SHALL BE PERFORMED IN ACCORDANCE 12d BOX -3 1/4" S.M.S. SHEET METAL SCREW
<br /> WITH THE SOIL REPORT REQUIREMENTS. SPEC. SPECIFICATION 4gOFES 0
<br /> Sd COMMON 0.131" 10 I/4 2 I/2" q0 MOZq 9l
<br /> G. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STOP, FLOOR DRAINS, SINKS, 50. SQUARE �,
<br /> IbBOX OX 0,135" 10 3 1/2" 9
<br /> TRENCHES, UNDERFLOOR DUCTS AND CONDUITS, SEE ARCHITECTURAL, MECHANICAL STAGG. STAGGERED Q z
<br /> REFRIGERATION, AIR CONDITIONING, PLUMBING AND ELECTRICAL PLANS. ANY w No. S 3959
<br /> DISCREPANCIES BETWEEN TH05E PLANS AND STRUCTURAL PLANS SHALL BE BROUGHT IOd COMMON 3" STD. STANDARD Exp. 3/31/21 z
<br /> TO THE ATTENTION OF MOZAFFARI ENGINEERING PRIOR TO START OF CONSTRUCTION 12d COMMON 0.148" q 3 1/4" STIFF, STIFFENER
<br /> 50 THAT PROPER REMEDIAL CORRECTIONS CAN BE PROVIDED. 5TL. STEEL gj�RUCTv������
<br /> D. SLOPE GRADE S FLATWORK AWAY FROM STRUCTURE, 2% MINIMUM SLOPE FOR Ibd SINKER 3 I/4" 5TRUGT. STRUCTURAL 0 cxv,
<br /> FLATWORK, 5% MINIMUM SLOPE FOR GRADE. Ibd COMMON 0.162" 8 3 1/2" S.W. 5HEARWALL
<br /> E. FOUNDATION ARE TO BE PLACED IN NEATLY GUT EXCAVATIONS VOID OF ANY DEBRIS S 5YM, SYMMETRICAL
<br /> STANDING WATER, TSB TOP S BOTTOM
<br /> TSG TONGUE S GROOVE
<br /> F. MOISTURE TRANSMISSION IS OUTSIDE OF THE SCOPE OF THESE PLANS, CONSULT A THRU THROUGH JOB NO. 19-8165
<br /> WATERPROOFING EXPERT WHERE MOISTURE TRANSMISSION IS A CONCERN,
<br /> TN TOE NAIL
<br /> T.O. TOP OF DRAWN EM
<br /> T.O.R. TOP OF ROOF
<br /> T.O.PPT TOP OF PARAPET CHECK JKE
<br /> TRANS. TRANSVERSE
<br /> THESE DOCUMENTS ARE PROPERTY OF MOZAFFARI ENGINEERING TS TUBE STEEL DATE OCT. 2019
<br /> AND MAY ONLY BE USED PER THI5 PROJECT UNLESS OTHERWISE
<br /> WITH WRITTEN PERMISSION OF THE ENGINEER. TYP, TYPICAL STRUCTURAL NOTES
<br /> U.O.N. UNLESS OTHERWISE NOTED
<br /> VERT. VERTICAL
<br /> W/ WITH
<br /> W/O WITHOUT
<br /> W.P. WORK POINT SHEET
<br /> W.W.F. WELDED WIRE FABRIC
<br /> SN1
<br /> PRINTED 12/17/2019
<br />
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