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STRUCTURAL GENERAL NOTES
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GENERAL REQUIREMENTS WELDING SOLID SAWN MEMBERS AND GLU-LAM BEAMS ABBREVIATIONS w a z
1. ALL WOOD-CONSTRUCTION FINGERS SHALL HAVE FRAMING THAT INCLUDES A.B. ANCHOR BOLT HT HEIGHT
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1. CONSTRUCTION SHALL BE IN CONFORMITY WITH THE 2016 EDITION OF THE 1. ALL WELDING SHALL BE DONE USING THE SHIELDED ELECTRIC ARC PROCESS BY DOWN OFF ............. OFFICE T.F. ............. TOP OF FOOTING o e» z
CALIFORNIA BUILDING CODE (CBC) AND ALL APPLICABLE LOCAL AND STATE CERTIFIED WELDERS, USING E70XX ELECTRODES. CROSS-MEMBERS THAT PROVIDE RIGID CONNECTION TO THE FULL-LENGTH STRINGERS. A.C. ........... ASPHALT CONCRETE DP ................ DEEP H.S. .............HIGH STRENGTH OPNG ...........OPENING T.B. ............. TOP OF BEAM cn g
ALL CONNECTIONS SHALL BE MADE USING THRU-BOLTS. A/C ............ AIR CONDITIONING D.S. DOWNSPOUT HVAC ...........HEATING/VENTILATING & OPP HD OPPOSITE HAND TG TAPERED GIRDER
CODES AND ORDINANCES. 2. WELDING OF STEEL REINFORCING BARS SHALL BE DONE WITH LOW HYDROGEN """""" """' o
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A.C.P. ......... ASPHALT CONCRETE PAVING AIR CONDITIONING ; o
2. SITE INSPECTION: THE CONTRACTOR SHALL EXAMINE THE PROJECT SITE & SHALL ELECTRODES, A233, CLASS E70XX SERIES. A) COMMERCIAL DOCK FRAMING: DWGS DRAWINGS O.S.F. OUTSIDE FACE T.G. TOP OF GIRDER � = aR U
FOR INDEPENDENT LONG DOCKS THAT FLOAT FREELY AND DO NOT HAVE DOCKS ADDL ADDITIONAL (E) EXISTING IN INCH P.C. PIPE COLUMN """"""'
3. WELDS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE """"""' . .... .. •"'•••"'•'
VERIFY ALL DIMENSIONS, LOCATIONS & ELEVATIONS OF THE EXISTING THK ............. THICK > Q � Q
CONSTRUCTION.THE CONTRACTOR SHALL ALSO DILIGENTLY INVESTIGATE THE SITE I T I APPROVED FABRICATOR'S AND/OR FINGERS ATTACHED FOR STABILITY, ALL PRIMARY LOAD CARRYING A.F.F. ABOVE FININSH FLOOR EA EACH INFO INFORMATION PEN PENETRATION THRU THROUGH z e= a
SPECIAL INSPECTION WHEN WELDING S DONE IN AN AP RO ED ALUM ALUMINUM E.F. EACH FACE INT INTERIOR PL PLATE OR PROPERTY LINE """""'
FOR THE POSSIBLE EXISTENCE & LOCATION OF UNDERGROUND UTILITIES, FRAMING MEMBERS SHALL BE FABRICATED FROM GLUED-LAMINATED BEAM """"" """"""' """"""" T.L. ..............TOP OF LEDGER o <�
SHOP, HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF ALT ............ ALTERNATE ELEC ............ELECTRICAL J.B. ............. JOIST BEARING PILAS .......... PILASTER
PRIOR TO ORDERING ANY MATERIAL AND/OR COMMENCING WORK AND SHALL CONSTRUCTION, TO PREVENT WARPAGE OF THE MAJOR MEMBERS, CONTRIBUTING T.N. TOP OF NAILER
COMPLIANCE IN ACCORDANCE WITH THE SECTION 1704.2.2 OF THE CBC. TO DOCK INSTABILITY. ANOD ......... ANODIZED ELEV .ELEVATION J.G. JOIST GIRDER PLYWD .........PLYWOOD T.O. TOP OF �€
............. ..............
REPORT ANY DISCREPANCIES TO "PMA CONSULTING, INC.' HEREINAFTER CALLED 4. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDINGS. ARCHT ........ ARCHITECTURAL EMBED ........ EMBEDMENT, EMBEDDED JST ............. JOIST PSF ............. POUNDS PER SQUARE FOOT T.O.P. TOP OF PARAPET PANEL
2. ALLOWABLE STRESSES FOR HARBOR STRUCTURES SHALL NOT EXCEED THOSE STATED B.B. ............ BOTTOM OF BEAM E.N. EDGE NAILING JT JOINT """"" /
THE ENGINEER'. ............. ••••••••••••• PSI POUNDS PER SQUARE INCH T.O.S. TOP OF STEEL �W=
IN THE CALIFORNIA BUILDING CODE". """""' jag
3. CONTRACTOR SHALL PROVIDE BARRICADES AND PEDESTRIAN PROTECTION AS BET .............. BETWEEN EQ EQUAL K.O. .............. KNOCK OUT P.T. PRESERVATIVE TREATED TOT TOTAL
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REQUIRED BY STATE AND LOCAL CODES. CONCRETE 3. TIMBER USED FOR WALKING DECKS SHALL HAVE A MINIMUM NET THICKNESS OF 1Y2 BLDG ............ BUILDING E.S. ............. EACH SIDE L ................. ANGLE R.D. ROOF DRAIN TRANSF
4. CONTRACTOR SHALL CONSULT WITH REPRESENTATIVES OF CITY AND UTILITY INCHES. BLKG .......... REBAR .........REINFORCING BAR. BLOCKING E.W. EACH WAY LAT ............. LATERAL TRANSV •••"• AN
4. TIMBER FOR WALKING SURFACES SHALL BE DOUGLAS FIR SELECT STRUCTURAL. BM BEAM EXIST EXISTING LDR LEDGER R.B. ROOF BEAM TRANSVERSE
COMPANIES CONCERNING AVAILABLE FACILITIES BEFORE COMMENCING WORK OR 1. ALL CONCRETE MIX DESIGNS, CONFORMING TO CHAPTER 19 OF ACI 318-14, TABLE TS TUBE STEEL Wg
CONNECTING TO SEWER, PIPING OR WIRING, ETC., AND REPORT ANY PROBLEMS 19.3.2.1, CATEGORY (C) & CLASS C2 PER TABLE 19.3.1.1 OF ACI 318-14, SHALL BE SAWN TIMBER FOR OTHER FRAMING MEMBERS SHALL BE DOUGLASS FIR, No.1 B.N. BOUNDARY NAILING EXP EXPANSION LG LONG REQD REQUIRED
T.S. ............. TOP OF SLAB
BOT ............. BOTTOM ............. ............... ...........
TO THE ENGINEER. SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE ANY CONCRETE IS MINIMUM. EXT ............. EXTERIOR LLH ..............LONG LEG HORIZONTAL REINF .......... REINFORCING T.W. ............. TOP OF WALL zWp
5. CONTRACTOR SHALL FULLY PROTECT ALL ADJACENT PROPERTIES BEFORE PLACED. ALL CONCRETE MIXES SHALL HAVE A MINIMUM CEMENT CONTENT OF 6.0 5. GLUED-LAMINATED TIMBER SHALL BE DOUGLASS FIR 24F-V8, INDUSTRIAL GRADE FOR B.W. ............ BOTTOM OF WALL F.D. ............ FLOOR DRAIN LLV ..............LONG LEG VERTICAL REF ............. REFERENCE TYP TYPICAL a a a o�
APPLICATION IN WET ENVIRONMENT. FABRICATION SHALL COMPLY WITH PRODUCT C CHANNEL FDN FOUNDATION LONGIT ........ LONGITUDINAL REV REVISION
COMMENCING ANY WORK. SACKS OF CEMENT PER CUBIC YARD OF MIX. ALL CONCRETE MIXES SHALL BE """"""""' •••••��•••••• ••••••••••••• U.N.O. ..........UNLESS NOTED OTHERWISE
6. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, CERTIFIED BY A CONCRETE TESTING LABORATORY AND SIGNED BY A CALIFORNIA STANDARD PS 56-73, "STRUCTURAL GLUED LAMINATED TIMBER". CANT .......... CANTILEVER F.F. ..............FINISH FLOOR L.P. ............. LOW POINT R.J. ............. ROOF JOIST VERT ........... VERTICAL
NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER REGISTERED CIVIL ENGINEER. 6. WALKING SURFACES SHALL HAVE A NON-SKID FINISH AND BE MAINTAINED C.G. ...............CENTER OTIGRAVIT T F.G. ............FINISH GRADE LT ............... LIGHT RM .............. ROOM V.I.F. ........... VERIFY IN FIELD QROFESS/
C.J. ............... CONSTRUCTION JOIN OR MATL MATERIAL R.O. ROUGH OPENING O
AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 2. CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI AND PERIODICALLY OR WHEN WORN AND UNSAFE. TREATED TIMBER DECKING REQUIRES NO CEILING JOIST FIN ...............FINISH MAX ............ MAXIMUM SCH .............SCHEDULE W/ •••••••••••••••WITH ��� OORISSOG
7. CONTRACTOR SHALL INSTALL TEMPORARY TOILETS BEFORE START OF JOB. A 0.40 WATER-TO-CEMENT RATIO. FURTHER NON-SKID FINISH. F.J. ..............FLOOR JOIST WD .............. WOOD
CL ................. CENTER LINE M.B. ............ MACHINE BOLT SECT ........... SECTION <v� A> Z
8. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE 3. CONCRETE GROUT SHALL HAVE THE SAME COMPRESSIVE STRENGTH AS THE OTHER 7. DIMENSIONAL LUMBER IS NOT REQUIRED TO BE PAINTED. HOWEVER, IF THE CLG CEILING FLG FLANGE W WIDE FLANGE
"""""" MATL MATERIAL SHTG SHEATHING W 0 WITHOUT c� Q No.0 66947 C) m
APPLICANT CHOOSES TO PAINT, SUCH PAINT SHALL BE MAINTAINED TO GOOD FLR FLOOR / •••••.•••••
GENERAL NOTES. CONCRETE AND SHALL BE A SUITABLE MIX CONSISTING OF PEA GRAVEL, SAND, •••••••••• w � ` o m
CLR ............. CLEAR SHT ............. SHEET
9. TYPICAL DETAILS SHOWN SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN. CEMENT AND WATER. MAXIMUM SLUMP SHALL BE 5 INCHES. AN APPROVED CONDITION AND APPEARANCE. C.M.U. ......... CONCRETE MASONRY UNIT F.O.C. .......... FACE OF CONCRETE MAX ............ MAXIMUM W.P. ...............WORK POINT o
M.B. ............ MACHINE BOLT SIM .............. SIMILAR W.R. .............WATER RESISTANT
WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION, OR A NOTE IS SUPERPLASTICI ZING ADMIXTURE MAY BE ADDED TO INCREASE THE SLUMP TO MAXIMUM 8. PLYWOOD UTILIZED WITHIN DOCK FRAMING SYSTEM SHALL BE EXTERIOR GRADE COL ............ COLUMN F.O.M. FACE OF MASONRY S.J. ............... SAWCUT JOINT s
SHOWN FOR ONE CONDITION, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR 7.5 INCHES. GROUT UNDER STEEL COLUMN BASE PLATES SHALL BE "RAPID-SET" OR MATERIAL. PLYWOOD SHALL NOT BE USED AS THE WALKING SURFACE FOR A DOCK COMPO ........ COMPOSITION F.O.S. .......... FACE OF STUD MECH .......... MECHANICAL WT WEIGHT CIV\� �P
F.N. FIELD NAILING MEZZ MEZZANINE S.P. ...............SPLICE POINT W.W.F. WELDED WIRE FABRIC 9j•
CONDITIONS UNLESS NOTED OTHERWISE. "FIVE STAR GROUT" OR APPROVED EQUAL. SYSTEM, UNLESS THE PRODUCT CAN BE DEMONSTRATED TO THE CITY OF NEWPORT CONC .......... CONCRETE ••••••••••••• .MANUFACTURED SPA ...............SPACING X ................ EXTRA STRONG F OF \F�
10. DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS. DETAILED DRAWINGS AND BEACH BUILDING DEPARTMENT THAT IS PROVIDED WITH A FACTORY-APPLIED CONN CONNECTION F.S. ............. FAR SIDE MFD ............ CA1
4. CONCRETE SHALL BE DESIGNED FOR PERMEABILITY, STRENGTH, CHEMICAL STABILITY MFR .............MANUFACTURER SPECS ......... SPECIFICATIONS XX ............... DOUBLE EXTRA STRONG
SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL DRAWINGS AND PROTECTIVE, NON-SKID WALKING SURFACE THAT WILL BE DURABLE AND HAS A CONT CONTINUOUS FT FEET OR FOOT
AND ABRASION RESISTANCE, APPROPRIATE FOR ITS APPLICATION. PORTLAND CEMENT FTG FOOTING MIN ..............MINIMUM SQ ...............SQUARE 11/14/2019
SPECIFICATIONS. SHALL CONFORM TO ASTM C 150 TYPE I OR TYPE II MODIFIED, AND LOW ALKALI. PROVEN PROCESS FOR PATCHING AND TOUCH-UP. INTERNAL PLYWOOD MEMBERS CONST ........ CONSTRUCTION ...........MISC ............MISCELLANEOUS STAGG STAGGERED
SHALL BE PROVIDED IN SUCH A MANNER THAT WATER CAN BE EASILY CONVEYED CORR .......... CORRIDOR GALV ........... GALVANIZED •
11. WRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED. CHEMICAL ADMIXTURES SHALL CONFORM TO ASTM C 494. CHEMICALS DESIGNED TO GA GAUGE M.F.O. ..........METAL FRAMED OPENING STD ............... STANDARD
12. TEMPORARY ERECTION BRACING AND SHORING SHALL BE PROVIDED AS REQUIRED LIMIT CORROSION OF INTERNAL REINFORCING MAY BE USED. AIR ENTRAINMENT OFF THE TOP SURFACE OF THE PLYWOOD AND NOT POND OR GET TRAPPED, LEADING CTR ............ CENTER MLB .............MICROLLAM BEAM STIFF STIFFENER
G.I. GALVANIZED IRON
DBL ............. DOUBLE .............. ...........
TO EARLY DETERIORATION AND DRY ROT. M.P.H. MILES PER HOUR STL STEEL r
ON ALL STRUCTURES, ADEQUATE TO PROVIDE FULL STRUCTURAL STABILITY AND ADMIXTURES SHALL CONFORM TO ASTM C 260. COARSE AND FINE AGGREGATE SHALL g. WEIGHT OF TREATED DOUGLAS FIR SHALL BE ASSUMED TO BE 35 POUNDS PER DET DETAIL GLB ............. GLU-LAM BEAM •••••••••• ••••••••••••• r
SAFETY. BRACING SHALL NOT BE REMOVED UNTIL THE ELEMENTS ARE FULLY CONFORM TO ASTM C 33, AND ASTM C 330 WHERE LIGHTWEIGHT AGGREGATES ARE """"""' GLB ............. GLU-LAM BEAM MTL ............. METAL S.S. ............. SELECT STRUCTURAL SYMBOLS �
CUBIC FOOT. DF .............. DOUGLAS FIR STRUCTURAL
CONNECTED AND ARE CAPABLE OF SUPPORTING THE DESIGN LOADING. USED. LIGHTWEIGHT AGGREGATE, IF USED, SHALL CONSIST OF EXPANDED AND COATED GYP BD .........GYPSUM BOARD (N) ............. NEW STRUCT
10. ALL TIMBER SHALL BE MARKED WITH THE APPROPRIATE GRADE OF MATERIAL AND D.F. DRINKING FOUNTAIN N.I.C. NOT IN CONTRACT SYM SYMETRICAL @ AT •'
13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE SHALE OR EQUIVALENT MATERIAL OF SUFFICIENT STRENGTH AND DURABILITY TO HDR HEADER ••••••••••• """""""
DIAG DIAGONAL
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PROVIDE CONCRETE OF THE REQUIRED STRENGTH. PRESERVATIVE TREATMENT, OR MAY BE SUBJECT TO REJECTION BY THE CITY """""' HGR .............HANGER N0. NUMBER T & B TOP & BOTTOM CENTER LINE
DIAPH DIAPHRAGM ......... TONGUE & GROVE 0 .............. DIAMETER N
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 5. CONCRETE TEST SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH A.S.T.M. AND CBC INSPECTOR. """"' HK. HOOK N.S. NELSON STUD OR NEAR SIDE T & G ^ ^
11. WOOD PRESERVATIVE FOR TIMBER: DIA ............... DIAMETER """" ""' N.T.S. NOT TO SCALE TEMP TEMPERED PLATE OR PROPERTY LINE
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE STANDARDS. RESULTS OF THE 7 & 28 DAY TESTS SHALL BE SUBMITTED TO THE . DIMENSION HORIZ ..........HORIZONTAL """"""" •� 5u�.
A ALL TIMBER PRODUCTS SHALL BE COATED WITH PRESERVATIVE TREATMENT TO DIM O.C. ON CENTER $ STEP IN FOOTING
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL ENGINEER FOR HIS RECORDS. SLUMP TESTS ARE REQUIRED FOR ALL TEST SAMPLES ) H.P. .............HIGH POINT
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM AND MUST ALSO BE REPORTED. ADDITIONALLY, ALL LIGHT WEIGHT CONCRETE SAMPLES RETENTION LIMITS RECOMMENDED BY THE AMERICAN WOOD PRESERVERS I�
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE MUST HAVE THEIR IN-PLACE DENSITIES DETERMINED AND REPORTED. ASSOCIATION STANDARD M4 "STANDARD FOR THE CARE OF F -
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 6. SIDES OF FOOTING PADS MAY BE POURED AGAINST STABLE EARTH. PRESERVATIVE-TREATED WOOD PRODUCTS" AND AWPA STANDARD C2 "LUMBER,
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 7. SLURRY CONCRETE, WHERE SPECIFIED OR USED, SHALL HAVE A MINIMUM CEMENT TIMBER, BRIDGE TIES & MINE TIES - PRESERVATIVE TREATMENT BY PRESSURE s Y
14. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION NOT TO UNDERMINE ANY CONTENT OF 1.5 SACKS OF CEMENT PER CUBIC YARD OF MIX. PROCESSES". II■I ^c + y P
ADJACENT STRUCTURE DURING THE COURSE OF CONSTRUCTION. 8. SEE ARCHITECTURAL NOTES FOR COLORED OR TEXTURED CONCRETE. B) CURRENT STATE AND FEDERAL ENVIRONMENTAL REQUIREMENTS AND O 0.
15. CLEAN UP: NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE 9. CONCRETE FORM WORK TOLERANCES SHALL BE IN ACCORDANCE WITH CBC AND A.C.I. GUIDELINES FOR THE TYPE AND APPLICATION OF PRESERVATIVE TREATMENTS WILL s ^-
SHALL BE ALLOWED TO ENTER THE BAY, STREETS, GUTTERS OR STORM DRAINS. STANDARDS. BE STRICTLY ENFORCED.
ALL MATERIALS & WASTE SHALL BE REMOVED FROM THE SITE, NBMC 17.32.020. 10. ALL STEEL REINFORCING, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE C) ALL LUMBER MUST BEAR A STAMP BY THE AMERICAN LUMBER STANDARDS " �=
16. DEMOLITION: ALL MATERIAL FROM THE EXISTING BULKHEAD THAT IS NOT USED SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT COMMITTEE FOR CONFORMANCE TO THE AMERICAN PRESERVERS ASSOCIATION
AS FILL SHALL BE REMOVED FROM THE SITE & DISPOSED OF IN AN OFFICIAL INSPECTOR, PRIOR TO THE PLACING OF ANY CONCRETE. STANDARDS.
DUMP SITE. 11. ALL NECESSARY BRACES, STRONGBACKS, PICK-UP INSERTS, BOLTS, ETC., FOR S AND BORED SHALL RECEIVE FIELD-APPLIED PRESERVATIVE D) FIELD CUT ^�
17. SEE THE LATEST "GENERAL GRADING SPECIFICATIONS" OF THE BUILDING PRECAST CONCRETE PANELS SHALL BE DESIGNED BY OTHERS FOR SAFE ERECTION OF TREATMENT T ACCORDANCE WITH BEST MANAGEMENT PRACTICES. PRESERVATIVE
DEPARTMENT FOR THE CITY'S: GENERAL NOTES, EROSION CONTROLS, REQUIRED THE PANELS. TREATMENT CHEMICALS SHALL NOT BE ALLOWED TO ENTER HARBOR WATERS.
.
INSPECTIONS, GRADING FILLS/CUTS & ALL NECESSARY DOCUMENTATION. 12. NO CALCIUM CHLORIDE SHALL NOT BE USED IN ANY CONCRETE. 12 ALL BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF YH2" TO A MAXIMUM
18. POOLS, SPAS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES 13. ALL CONCRETE TO BE CURED FOR A MINIMUM OF 3 DAYS BY A METHOD ACCEPTABLE OF Ys" LARGER THAN THE BOLT DIAMETER. WOOD MEMBERS WITH HOLES NOT
REQUIRE SEPARATE REVIEWS AND PERMITS. TO THE ENGINEER. FORMS MAY BE STRIPPED ONLY AFTER THE CONCRETE HAS MEETING THE ABOVE CRITERIA SHALL T REMOVED AND REPLACED.
19. ALL A.S.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE IN ATTAINED MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
ACCORDANCE WITH THE LATEST ISSUE OF THE A.S.T.M. 14. CHAMFER EXPOSED CORNERS 3/4" U.N.O.
20. OBSERVATION VISITS TO THE PROJECT SITE BY THE ENGINEER SHALL NOT BE
CONSTRUED AS ANY INSPECTION AS REQUIRED BY CODE. NAILING AND FASTENERS GENERAL SPECIAL INSPECTIONS ISSUANCE OF A BUILDING PERMIT BY THE CITY
OF NEWPORT BEACH DOES NOT RELIEVE
1. ALL NAILS AND FASTENERS SHALL BE CORROSION RESISTANT MEETING ASTM A153 1. PERIODIC (NON-CONTINUOUS) OR CONTINUOUS SPECIAL INSPECTION BY A CITY APPLICANTS OF THE LEGAL REQUIREMENTS TO w CN STEEL CLASS D, HOT DIP GALVANIZED AND BE ACRYLIC ADHESIVE OR THERMAL PLASTIC CERTIFIED DEPUTY INSPECTOR IS REQUIRED FOR THE FOLLOWING: OBSERVE COVENANTS, CONDITIONS AND
RESIN LATEX ADHESIVE COATED. A) SITE CONCRETE WORK (COPING & ANCHOR BEAM) :...........CONTINUOUS. RESTRICTIONS WHICH MAY BE RECORDED AGAINST
1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO A.S.T.M. A572 GRADE THE PROPERTY OR TO OBTAIN PLANS. YOU � Q
50 OR A992 WITH Fy = 50 KSI. 2. ALL NAILS SHALL BE 16d (0.148" DIAMETER) HELICAL THREAD NAILS, WITH MINIMUM B) INSPECT SHEET PILE FOR LENGTH & DAMAGE : .................NON-CONTINUOUS. SHOULD CONTACT YOUR COMMUNITY ASSOCIATION U
2. STEEL PIPE COLUMNS AND OTHER STEEL PIPE STRUCTURAL MEMBERS SHALL BENDING YIELD STRENGTH OF F�'B = 90,000 PSI, U.N.O. C) T & G LOCKING OF PANELS :................................................NON-CONTINUOUS. PRIOR TO COMMENCEMENT OF ANY 0
CONFORM TO A.S.T.M. A53, GRADE B. 3. NAILING OTHER THAN ROOF OR FLOOR DIAPHRAGM SHOWN ON THE DRAWINGS SHALL D) ANCHOR ROD TENSIONING :....................................................NON-CONTINUOUS. CONSTRUCTION AUTHORIZED BY THIS PERMIT. Q C)3. STRUCTURAL STEEL TUBING SHALL CONFORM TO A.S.T.M. A500, GRADE B, Fy = BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE CBC. E) GROUTING OF PVC SLEEVES :................................................NON-CONTINUOUS. co
46 KSI. 4. NAILS FOR ROOF AND FLOOR SHEATHING SHALL HAVE A MIN OF 1Y2" PENETRATION F) PILING INSTALLATION :............................................................NON-CONTINUOUS. PRIOR TO PERFORMING ANY WORK IN THE CITY z z W 4. BOLTS SHALL CONFORM TO A.S.T.M. A307, UNLESS NOTED OTHERWISE. WHERE INTO THE FRAMING MEMBERS. G) HELICAL ANCHORS INSTALLATION IN ACCORDANCE WITH RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST
HIGH STRENGTH (H.S.) BOLTS ARE SPECIFIED, THEY SHALL BE MINIMUM 3/4" 5. ALL HARDWARE SHALL BE CORROSION-RESISTANT COMPLYING WITH HDG G185 FINISH SECTION 2.4.2. OF ICC ER-2794:...........................................NON-CONTINUOUS. BE OBTAINED FROM THE PUBLIC WORKS Q 00 m
DIAMETER AND CONFORM TO A.S.T.M. A325 SC CLASS A UNLESS NOTED AND BE MANUFACTURED BY "SIMPSON STRONG-TIE CO., INC." (OR APPROVED EQUAL), SPECIAL INSPECTION IS REQUIRED FOR SEAWALL PANEL CONCRETE IF NOT CAST DEPARTMENT.
OTHERWISE ON THE PLANS. THE INSTALLATION OF H.S. BOLTS SHALL BE AND SHALL HAVE A VALID ICC NUMBER ON THE PRODUCT. ANY DEVIATION FROM THE IN A CERTIFIED YARD. �/ J
INSPECTED BY A REGISTERED DEPUTY INSPECTOR APPROVED BY THE BUILDING APPROVED PRODUCTS MUST BE APPROVED BY THE BUILDING DEPARTMENT, NOT BY 2. CONTINUOUS SPECIAL INSPECTIONS IS REQUIRED FOR THE INSTALLATION OF
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DEPARTMENT. THE FIELD INSPECTOR. ANCHOR BOLTS, ADHESIVE ANCHOR BOLTS, ADHESIVE DOWELS AND Q Q 0
5. ALL BOLTS HOLES IN STEEL MEMBERS SHALL BE STANDARD HOLES, U.N.O. 6. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BLIND MECHANICAL ANCHORS IN ALL CONCRETE AND MASONRY WORKS. _ 0-
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6. STRUCTURAL STEEL "NELSON" STUDS SHALL BE MANUFACTURED FROM C1015, NAILING SHALL NOT BE ACCEPTABLE AND WILL BE REJECTED. 3. SPECIAL INSPECTIONS SHALL BE DONE BY ONE OR MORE REGISTERED DEPUTY U
C1017 AND C1020 COLD DRAWN STEEL CONFORMING TO A.S.T.M. A108-58T. 7. WHERE MECHANICAL OR ADHESIVE ANCHORS/DOWELS ARE INDICATED ON DRAWINGS: (SPECIAL) INSPECTORS, APPROVED BY THE BUILDING DEPARTMENT ONLY, z - W
HIRED AND PAID FOR BY THE OWNER. z
7. LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO A.S.T.M. STANDARDS AS A) MECHANICAL ANCHORS SHALL BE STAINLESS STEEL HILTI KWIK BOLT KB-TZ AND BE 4. SITE VISITS CONDUCTED BY THE ENGINEER ARE MERELY FOR OBSERVATION
FOLLOWS: INSTALLED IN ACCORDANCE WITH ICC ESR-1917 PURPOSE ONLY AND DO NOT CONSTITUTE AN INSPECTION.
A) FOR 18 GA. THICK AND LIGHTER STEEL A446, GRADE A (GALVANIZED) B) ADHESIVE ANCHORS SHALL BE HILTI STAINLESS STEEL "HIT-HY 200 MAX-SD" ADHESIVE 5. TWO (2) PROPERLY COMPLETED AND SIGNED COPIES OF THE SPECIAL ,-lyA1t ��,
OR A570, GRADE 33 OR A611, GRADE C - ALL HAVING MINIMUM OF 33 KSI INSTALLED IN ACCORDANCE WITH ICC ESR-3187 OR STAINLESS STEEL SIMPSON INSPECTION AGREEMENT MUST BE SUBMITTED TO THE PERMIT SERVICES Re
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YIELD STRENGTH. STRONG-TIE ' SET-XP EPDXY' ADHESIVE INSTALLED IN ACCORDANCE WITH ICC DIVISION PRIOR TO ISSUANCE OF THE PERMIT.
B) FOR 16 GA. THICK AND HEAVIER STEEL A446, GRADE D (GALVANIZED) ESR-2508. 6. AS A MINIMUM, THE DEPTH OF THE SEAWALL EMBEDMENT INTO THE GROUND. SmileDlracl Club
OR A570, GRADE 50 OR A607, GRADE 50 - ALL HAVING MINIMUM OF 50 KSI C) HOLES SHALL BE DRILLED WITH NON-REBAR-CUTTING DRILL BITS. SHALL BE AS SHOWN ON ELEVATIONS ON (S-1) AND MUST BE ACCURATELY
YIELD STRENGTH. D) CONTINUOUS INSPECTION IS REQUIRED FOR THE INSTALLATION OF THE ALL MEASURED BY THE DEPUTY INSPECTOR. A COPY OF THE MEASUREMENT MUST BE )
8. FABRICATION AND ERECTION SHALL CONFORM TO THE 14th EDITION OF A.I.S.C. ANCHORS/DOWELS BY A REGISTERED SPECIAL INSPECTOR APPROVED BY THE SUBMITTED TO THE CITY & THE ENGINEER OF RECORD. Q
SPECIFICATIONS. BUILDING DEPARTMENT. THE INSPECTOR SHALL VERIFY THE INSTALLATION OF 7. SPECIAL INSPECTION IS REQUIRED FOR ALL NEW CONCRETE AND MASONRY
9. ALL HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRILLED OR PUNCHED. CONSTRUCTION, INCLUDING REINFORCING STEEL. �f
BURNING OF HOLES SHALL NOT BE PERMITTED. ANCHORS/DOWELS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONSQ >_
10. ALL STEEL SHALL BE STAINLESS, HOT DIP GALVANIZED OR EPDXY COATED. INCLUDING CLEANLINESS OF DRILL HOLES AND PROPER EMBEDMENT. ,
E) UNLESS NOTED OTHERWISE ON THE DRAWINGS, USE MINIMUM 5/8" DIAMETER AT 24" ON CONCRETE REPAIR z
REINFORCING STEEL CENTER WITH A MINIMUM OF 5" EMBEDMENT. Lido Isle U
AFTER THE REINFORCING OF THE EXISTING SEAWALL IS COMPLETED IN J �
COMPLIANCE WITH THE REQUIREMENTS AS SHOWN ON THIS SET OF DRAWINGS, IT Q
DETAILS, AND SHALL BE EPDXY COATED PER ASTM A 934, AFTER BENDING OF THE
1. FOR STRUCTURES EXPOSED TO SALT WATER SPLASH IMMERSION, REBAR IS RECOMMENDED THAT THE OWNER SHALL HIRE A COMPANY SPECIALIZING IN V+?jr+ �30V'poLWoNi)r
REINFORCEMENT SHALL CONFORM TO ASTM A 706, UNLESS NOTED OTHERWISE ON STRUCTURAL PRESERVATION TO FIX THE CURRENT CRACKS, WHERE OCCUR, AT �°�nrr�y REBARS. WELDED WIRE MESH SHALL CONFORM TO ASTM A 185 AND SHALL BE EPDXY THE EXISTING CONCRETE WALL. U)
COATED CONFORMING TO ASTM A 884, WITH ALL VISIBLE DEFECTS AND CUT ENDS Q W
REPAIR COATED. WIRES USED TO TIE REINFORCING STEEL SHALL BE EITHER EPDXY W cy
COATED STEEL, OR A 316 STAINLESS STEEL. � � Island
� �� (f� (fl 0
2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 42 BAR DIAMETERS )k Cfl z
IN CONCRETE AND 48 BAR DIAMETERS IN MASONRY WITH 24 INCH MINIMUM LAP IN ' PROJECT B A�B 0 jA 0 N J
EACH CASE, UNLESS NOTED OTHERWISE ON PLANS. ALL SPLICES WHEN DETAILED k AMe Q
SHALL BE LOCATED WHERE SHOWN ON PLANS. Bar
SITE z U
3. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND SECURED IN POSITION WITH Ir
METAL OR CONCRETE BLOCKS, CHAIRS, SPACERS, ETC., AND WIRE TIES BEFORE PLACING - LLl
ANY CONCRETE. cj� _
4. ADDITIONAL REINFORCING REQUIRED FOR ERECTION OF PRECAST CONCRETE PANELS Ballboo Fun Zone X . . 0 U LLJ
SHALL BE ADDED PER THE CONTRACTOR'S DETAILS. w Q 0
5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS Q O m J
NOTED OTHERWISE. Lj Q
A) CONCRETE BELOW GRADE OR IN CONTACT WITH SOIL: WHEN CAST AGAINST EARTH 3", Bel boa Peninsula Park = 0 c
WHEN FORMED 2". w J
B) WALLS ABOVE GRADE:EXTERIOR FACE %", INTERIOR FACE w Pier ��d Q
1 0
Bc�lbb�
C) PRECAST CONCRETE ELEMENTS: AS DETAILED. �, U
g ; � �
D) CONCRETE SLAB ON GRADE: REINFORCING STEEL AT CENTER OF SLAB, UNLESS NOTED (n C) CDD
OTHERWISE.
6. REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH CBC SECTION 1907. VICINITY MAP Q O M w
7. ALL TIE WIRES SHALL BE MINIMUM 16 GAUGE, BLACK ANNEALED, CONFORMING TO I0f J 0-) z (n
A.S.T.M. A82.
8. ALL REINFORCING BARS SHALL BE FREE OF RUST, GREASE OR OTHER MATERIAL LIKELY
TO IMPAIR BONDING.
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9. ALL BENDS IN REINFORCING SHALL BE COLD BENDS.
SCOPE OF WORK: - c
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TO RAISE THE EXISTING SEAWALL AS REFLECTED ON SHEETS SW-2 & SW-3. 0) w
o N o �
Z Z Y
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0 7) 0 O
NOTE TO THE BIDDERS:
AFTER THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMENTS AND THE SITE: SHEET OF
1. NOTIFY THE ARCHITECT AND/OR THE ENGINEER IN WRITING, REGARDING ALL
DISCREPANCIES REQUIRING CLARIFICATION, PRIOR TO THE "BID SUBMITTAL".
2. IF THE ARCHITECT AND/OR THE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER
ITEM #1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED Sw_
ADEQUATE CONTINGENCY IN HIS BID TO COVER ALL COSTS TO COMPLY WITH
THE MOST STRINGENT CONDITIONS.
3. THE CONTRACTOR SHALL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION
FOR ANY DISCREPANCY DISCOVERED AFTER THE "CLOSE OF THE BID".
Ii
L
CITY OF NEWPORT BEACH Q
PARTIAL FOOTPRINT COMMUNITY DEVELOPMENT DEPARTMENT I BUILDING DIVISION � ��
OF THE 1ST FLOOR
OF THE STRUCTURE STRUCTURAL OBSERVATION GENERAL NOTES 9
ix
ON THE LOT 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THIS PROJECT IN 7, IF THE CITYS FORM IS NOT USED,REPORTS SHALL BE ON STRUCTURAL €m
ACCORDANCE NTH CBC 1710.STRUCTURAL OBSERVATION IS THE VISUAL OBSERVER'S LETTERHEAD,STATE SITE ADDRESS,PLAN CHECK S PERMIT pa
OBSERVATION OF THE STRUCTURAL SYSTEM BY A LICENSED DESIGN NUMBERS,STAGES d ELEMENTS OBSERVED,DATE OBSERVED,E COMPLETE
PROFESSIONAL FOR GENERAL CONFORMANCE i0 THE APPROVED CONTACT INFORMATION FOR 87RUCTURALOBSERVER, z ti
q Q r ODNSTRUCTION DOCUMENTS- S. ALL STRUCTURAL OBSERVATION REPORTS,REGARDLESS OF FORM USED, ?
12'9 4 r REQUIRED STRUCTURAL
BY THE OBSERVATION GTY OF EWPORT BEACH NOT WAIVE THE D UTY FOR THE OBSERVER SHALL RESPONSIBLE FOR THE PRDJECiDE THE LICENSE STAIVIP& ��TURE OF THE STRUCTURAL U �p
3. THE OWNER SHALL EMPLOY A LICENSED DESIGN PROFESSIONAL TO PERFORM 9. EACH STRUCTURAL OBSERVATION REPORT SHALL BE GIVEN TO THE OWNER p z r
I I — — — J g�vUUR L OBSTION ERVATION SITE VISITS.AND TO ISSUE ALL STRUCTURAL IOR NSPECTORS REPRESENTATIVE.PROJECT CONTRACTOR,AND THE BUILDING z O
L — — — — — — — — — — — — — — —
4. THE DESIGN ENGINEER SHALL IDENTIFY THE REWIRED STRUCTURAL 10. THE CONTRACTOR SHALL RESOLVE ALL DEFICENCIES a THE FINAL 0 � o
OBSERVATION SITE ASITS ON THE STRUCTURAL OBSERVATION SCHEDULE. STRUCTURAL OBSERVATION REPORT ISSUED PRIOR TO FINAL INSPECTION OR (n = �� c
5. THE RECKHRED SITE VISITS SWILL AT A MNIMUM INCLUDE THE FOLLOWING: ACCEPTANCE OF STRUCTURAL WORK BY THE SULDING INSPECTOR. > c
A. OBSERVATION OF THE FOUNDATION SYSTEM PRIOR TO FINAL CONCRETE 11, THE FINAL STRUCTURAL OBSERVATION REPORT SHALL STATE THAT THE LJ Ld W
POUR; STRUCTURAL SYSTEM CONFORMS TO THE APPROVED DONSTRLICTION 3
B. OBSERVATION OF BUILDING FRAMING PRIOR TO CALLING FOR THE CRY DOCUMENTS d THAT ALL PREVIOUSLY OBSERVED DEFICIENCIES HAVE BEEN p
I I OF NEWPORT SEACH'COWLETE FIRM NG INSPECTION':AM. CORRECTED.
C. FINAL OBSERVATION OF THE COMPLETED STRUCTURE_ 1Z FINAL INSPECTION OR OTHER ACCEPTANCE OF THE STRUCTURAL SYS-TEM a�
I I ADDITIONAL SITE VISITS MAY BE NEEDED AS DETERMINED BY THE DESIGN BY THE CHIEF BUILDING OFFICULL,OR DESIGNED WILL NOT OCCUR UNTIL THE gl
ENGINEER OR STRUCTURAL OBSERVER. FINAL STRUCTURAL OBSERVATION REPORT IS RECEIVED. Se
(E) CHANNEL DRAIN S. THE STRUCTURAL OBSERVER SHALL PREPARE A STRUCTURAL OBSERVATION 11 THE LICENSED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL §fig
12,72 TG REPORT FOR EACH STAGE OF CONSTRUCTION OBSERVED.THE CITY OF PREPARE ALL CONSTRUCTION DOCUMENT CHANGES RELATING TO THE w
e
NEWPORT BEACH "STRUCTURAL OBSERVATION REPORT' FORM, DR A STRUCTURAL SYSTEMS.REVIEW 6 APPROVAL OF SUCH CHANGES BY THE :ow
SIMILARLY FORMATTED REPORT, SHALL BE USED FOR ALL STRUCTURAL CHEF BUILDING OFFICIAL,OR DESIGNEE,SHALL BE OBTAIN BY THE DESIGN
OBSERVATION REPORT. PROFESSIONAL ANDOR CONTRACTOR PRIOR TO INSTALLATION ANIVOR
— — — — — — — CONSTRUCTION OF SAO CHANGES
I I I STRUCTURAL OBSERVATION SCHEDULE gas
SITE ADDRESS: 930 VIA LIDO NORD Pc#: g`
zW
TO BE COMPLETED BY THE DESIGN ENGINEER,AND INCLUDED ON THE CONSTRUCTION DRA WINGS. Egg
I I I BASED ON THE PROJECT SCOPE,PLEASE IDENTIFY THE ELEMENTS ANDIOR CONNEGTH]NS THAT REQUIRE STRUCTURAL aesERVATION.SPECPY THE INTERVAL
I — I OR STAGE OF CONSTRUCTION WHEN THE STRUCTURAL OBSERVATION WILL BE PERFORMED.
I I I TYPE STRUCTUM ELEMENTS MINOR CONNECTIONS TO BE OBSERVED SCHEDULED INTERVAL DR STAGE of CDNSTRUCTlDN o QROF ESS/�
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II II I I II �
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ual 11 WOW WO ORMANUFACTUREDSHEARPANELS 11/14/2019
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I ❑OTHER: ♦�
(E) UPPER SEAWALL ❑STEEL MOMENT OR BRACED FRAME r
I II 12,7 TW
I I 111,7 TW AVERAGE 11,8 TW (E) ELEVATION WITH RESPECT �.
11,6 TW — —I — —� — — — s s — — C — — — — — — TO NAVD88 TYP El CONCRETE MCMENT FRAME
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12,7 T W ❑MASONRY WALL FRAME 4
— — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 11 OTHER:
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FINAL ®FINAL OBSERVATION A REPORT cT + d P
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9,09 FS I
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TO BE RAISED TO WITH (2)#12GA x 2Y2" K
(E) SEAWALL AT THE I I +10.0'fNAVD88 LG WOOD SCREWS SW-3 TYP (E) SEAWALL AT THE
NEIGHBORING PROPERTY PER BOARD PER NEIGHBORING PROPERTY
V CROSS MEMBER, TYP
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STAIR AND PIER TO BE 0
INSTALLED FLUSH WITH TOP Q =
OF (N) CONCRETE STEM WALL 54 -4 f (E) LOWER SEAWALL TO BE RAISED TO +9.5 (NAVD88 m CU
TO ALLOW FOR RATIONAL — — —
PATH OF TRAVEL TO THE I W-3 z z W
PLATFORM AND DOCK - Q APPLY DETAIL AT THE ENTIRE PERIMETER OF ANY Q 0 m
_ _ _ _ 1G EXCAVATED MATERIAL PILED UP AT THE PROJECT SITE IN J 0
— — — — — — — — — — — — — — — — COMPLIANCE WITH CITY OF NEWPORT BEACH "EROSION J
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CONTROL" REQUIREMENTS. < Q Q O
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NDS 400-10 SPEE-D CHANNEL DRAIN - - -
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MANUFACTURER'S RECOMMENDATIONS (E) LOWER -
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NOTES: FILTER CLOTH CDIII,;III i111111�
1. DIG 24" WIDE x 18" DEEP TRENCH.
2. PLACE FILTER CLOTH IN THE TRENCH EXTENDING 12" VERTICAL ON EACH SIDE.
3. FILL BOTTOM 8" OF THE TRENCH WITH CRUSHED ROCK. Cfl
4. POUR IN PLACE OR INSTALL PRECAST CONCRETE SUPPORT PIERS AT MAXIMUM O
8'-0" O.C. TO HOLD THE CHANNEL DRAIN LEVEL. I- w
5. FILL THE REST OF THE TRENCH WITH CRUSHED ROCK TO 4 FROM TOP OF TRENCH. 0� Q
BOTTOMLESS TRENCH DRAIN N.T.S. F TYPICAL SECTION N.T.S. K Q 0
00 0� U
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SCREWS AT POST o Z
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SCREWS PER POST NON-SHRINK GROUT
SC °
TYPICAL SECTION TYPICAL ELEVATION SC OPTIONAL TYP.
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SANDBAG VELOCITY REDUCER DETAIL J
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TWO ROWS OF SANDBAGS MAX 8'-0" O.C. CLR CLR STAGGER AS SHOWN NAP END AT BOT (E) CONC DECK w Q 0 m
THREE BAGS HIGH - - - = 0 0
ONE ROW OF SANDBA SLU
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TOE OF SLOPE - - - - - - - - - - - itili ii-- - W Q Q O J
---------- ------ -------------------------------�----- ---------------- ----- - - U C Q
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TOE OF SLOPE PROTECTION DETAIL
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N CONC SEAWALL SHEET OF
I I
NOTE:
THIS DETAIL SHALL APPLY AT THE ENTIRE PERIMETER OF ANY EXCAVATED NOTE:
MATERIAL PILED UP AT THE PROJECT SITE IN COMPLIANCE WITH ITEM 6 FOR INFO NOT SHOW SW-3
UNDER "EROSION CONTROL NOTES" ON SHEET S-0. SEE SECTION "K".
TOE OF SLOPE PROTECTION N.T.S. R T SECTION AT STEM WALL & DECK N.T.S. V