HomeMy WebLinkAboutSUP 2018-0002; BURDICK DOCK REPLACEMENT; Planning Commission' m
GENERAL REQUIREMENTS
7. CONSTRUCTION SHALL BE IN CONFORMITY WITH THE 2016 EDlllON OF THE
CALIFORNIA BUILDING CODE (CBC) AND ALL APPLICABLE LOCAL AND STATE
CODES AND ORDINANCES.
2. SITE INSPECTION: THE CONTRACTOR SHALL EXAMINE THE PROJECT SITE &
SHALL VERIFY ALL DIMENSIONS, LOCATIONS & ELEVATIONS OF THE EXISTING
CONSTRUCTION. THE CONTRACTOR SHALL ALSO DILi GENTLY INVESTIGATE THE SITE
FOR THE POSSIBLE EXISTENCE & LOCATION OF UNDERGROUND UTILITIES,
PRIOR TO ORDERING ANY MA TERI AL AND /OR COMMENCING WORK AND SHALL
REPORT ANY DISCREPANCIES TO "PMA CONSUL TING, INC." HEREINAFTER CALLED
"THE ENGINEER".
3. CONTRACTOR SHALL PROVIDE BARRICADES AND PEDESTRIAN PROTECTION AS
REQUIRED BY STATE AND LOCAL CODES.
4. CONTRACTOR SHALL CONSULT WITH REPRESENTATIVES OF CITY AND UTILITY
COMPANIES CONCERNING AVAILABLE FACILITIES BEFORE COMMENCING WORK OR
CONNECTING TO SEWER, PIPING OR WIRING, ETC., AND REPORT ANY PROBLEMS
TO THE ENGINEER.
5. CONTRACTOR SHALL FULLY PROTECT ALL ADJACENT PROPERTIES BEFORE
COMMENCING ANY WORK.
6. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS,
NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
AND RESOLVED BEFORE PROCEEDING WITH THE WORK.
7. CONTRACTOR SHALL INSTALL TEMPORARY TOILETS BEFORE START OF JOB.
8. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE
GENERAL NOTES.
9. TYPICAL DETAILS SHOWN SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN.
WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION, OR A NOTE IS
SHOWN FOR ONE CONDlllON, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR
CONDlllONS UNLESS NOTED OTHERWISE.
10. DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS. DETAILED DRAWINGS AND
SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL DRAWINGS AND
SPECIFICATIONS.
11. WRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED.
12. TEMPORARY ERECTION BRACING AND SHORING SHALL BE PROVIDED AS
REQUIRED ON ALL STRUCTURES, ADEQUATE TO PROVIDE FULL STRUCTURAL
STABILITY AND SAFETY. BRACING SHALL NOT BE REMOVED UNTIL THE
ELEMENTS ARE FULLY CONNECTED AND ARE CAPABLE OF SUPPORTING THE
DESIGN LOADING.
13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
14. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION NOT TO UNDERMINE ANY
ADJACENT STRUCTURE DURING THE COURSE OF CONSTRUCTION.
15. CLEAN UP: NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE
SHALL BE ALLOWED TO ENTER THE BAY, STREETS, GUTTERS OR STORM DRAINS.
ALL MATERIALS & WASTE SHALL BE REMOVED FROM THE SITE, NBMC 17.32.020.
16. DEMOLITION: ALL MATERIAL FROM THE EXISTING BULKHEAD THAT IS NOT USED
AS FILL SHALL BE REMOVED FROM THE SITE & DISPOSED OF IN AN OFFICIAL
DUMP SITE.
17. SEE THE LATEST "GENERAL GRADING SPECIFICATIONS" OF THE BUILDING
DEPARTMENT FOR THE CITY'S: GENERAL NOTES, EROSION CONTROLS, REQUIRED
INSPECTIONS, GRADING FILLS/CUTS & ALL NECESSARY DOCUMENTATION.
18. POOLS, SPAS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES
REQUIRE SEPARATE REVIEWS AND PERMITS.
19. ALL A.S.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE IN
ACCORDANCE WITH THE LATEST ISSUE OF THE A.S.T.M.
20. OBSERVATION VISITS TO THE PROJECT SITE BY THE ENGINEER SHALL NOT BE
CONSTRUED AS ANY INSPECTION AS REQUIRED BY CODE.
FOUNDATIONS
1. PILING DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN TABLE
1806.2 OF THE CBC.
STRUCTURAL GENERAL NOTES
SOLID SAWN MEMBERS AND GLU-LAM BEAMS
1. ALL WOOD-CONSTRUCTION FINGERS SHALL HAVE FRAMING THAT INCLUDES
CROSS-MEMBERS THAT PROVIDE RIGID CONNECTION TO THE FULL-LENGTH STRINGERS.
ALL CONNECTIONS SHALL BE MADE USING THRU-BOLTS.
A) COMMERCIAL DOCK FRAMING:
FOR INDEPENDENT LONG DOCKS THAT FLOAT FREELY AND DO NOT HAVE
DOCKS AND/OR FINGERS ATTACHED FOR STABILITY, ALL PRIMARY LOAD CARRYING
FRAMING MEMBERS SHALL BE FABRICATED FROM GLUED-LAMINATED BEAM
CONSTRUCTION, TO PREVENT WARPAGE OF THE MAJOR MEMBERS, CONTRIBUTING
TO DOCK INSTABILITY.
2. ALLOWABLE STRESSES FOR HARBOR STRUCTURES SHALL NOT EXCEED THOSE STA TED
IN THE "CALIFORNIA BUILDING CODE".
3. TIMBER USED FOR WALKING DECKS SHALL HAVE A MINIMUM NET THICKNESS OF 1½
INCHES.
4. TIMBER FOR WALKING SURFACES SHALL BE DOUGLAS FIR, SELECT STRUCTURAL.
SAWN TIMBER FOR OTHER FRAMING MEMBERS SHALL BE DOUGLASS FIR, No.1
MINIMUM.
5. GLUED-LAMINATED TIMBER SHALL BE DOUGLASS FIR 24F-V8, INDUSTRIAL GRADE FOR
APPLICATION IN WET ENVIRONMENT. FABRICATION SHALL COMPLY WITH PRODUCT
STANDARD PS 56-73, "STRUCTURAL GLUED LAMINATED TIMBER".
6. WALKING SURFACES SHALL HAVE A NON-SKID FINISH AND BE MAINTAINED
PERIODICALLY OR WHEN WORN AND UNSAFE. TREATED TIMBER DECKING REQUIRES NO
FURTHER NON-SKID FINISH.
7. DIMENSIONAL LUMBER IS NOT REQUIRED TO BE PAINTED. HOWEVER, IF THE
APPLICANT CHOOSES TO PAINT, SUCH PAINT SHALL BE MAINTAINED TO GOOD
CONDITION AND APPEARANCE.
8. PLYWOOD UTILIZED WITHIN DOCK FRAMING SYSTEM SHALL BE EXTERIOR GRADE
MA TERI AL PLYWOOD SHALL NOT BE USED AS THE WALKING SURF ACE FOR A DOCK
SYSTEM, UNLESS THE PRODUCT CAN BE DEMONSTRATED TO THE CITY OF NEWPORT
BEACH BUILDING DEPARTMENT THAT IS PROVIDED WITH A FACTORY-APPLIED
PROTECTIVE, NON-SKID WALKING SURFACE THAT WILL BE DURABLE AND HAS A
PROVEN PROCESS FOR PATCHING AND TOUCH-UP. INTERNAL PLYWOOD MEMBERS
SHALL BE PROVIDED IN SUCH A MANNER THAT WATER CAN BE EASILY CONVEYED
OFF THE TOP SURF ACE OF THE PLYWOOD AND NOT POND OR GET TRAPPED, LEADING
TO EARLY DETERIORATION AND DRY ROT.
9. WEIGHT OF TREATED DOUGLAS FIR SHALL BE ASSUMED TO BE 35 POUNDS PER
CUBIC FOOT.
10. ALL TIMBER SHALL BE MARKED WITH THE APPROPRIATE GRADE OF MATERIAL AND
PRESERVATIVE TREATMENT, OR MAY BE SUBJECT TO REJECTION BY THE CITY
INSPECTOR.
11. WOOD PRESERVATIVE FOR TIMBER:
A) ALL TIMBER PRODUCTS SHALL BE COATED WITH PRESERVATIVE TREATMENT TO
RETENTION LIMITS RECOMMENDED BY THE AMERICAN WOOD PRESERVERS
ASSOCIATION STANDARD M4 "STANDARD FOR THE CARE OF
PRESERVATIVE-TREATED WOOD PRODUCTS" AND AWPA STANDARD C2 "LUMBER,
TIMBER, BRIDGE TIES & MINE TIES -PRESERVATIVE TREATMENT BY PRESSURE
PROCESSES".
B) CURRENT STATE AND FEDERAL ENVIRONMENTAL REQUIREMENTS AND
GUIDELINES FOR THE TYPE AND APPLICATION OF PRESERVATIVE TREATMENTS WILL
BE STRICTLY ENFORCED.
C) ALL LUMBER MUST BEAR A STAMP BY THE AMERICAN LUMBER STANDARDS
COMMITTEE FOR CONFORMANCE TO THE AMERICAN PRESERVERS ASSOCIATION
STANDARDS.
D) FIELD CUTS AND BORED SHALL RECEIVE FIELD-APPLIED PRESERVATIVE
TREATMENT IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES. PRESERVATIVE
TREATMENT CHEMICALS SHALL NOT BE ALLOWED TO ENTER HARBOR WATERS.
12. ALL SOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF ½i' TO A MAXIMUM
OF Xi' LARGER THAN THE BOLT DIAMETER. WOOD MEMBERS WITH HOLES NOT
MEETING THE ABOVE CRITERIA SHALL BE REMOVED AND REPLACED.
STEEL
1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO A.S. T.M. A572 GRADE
50 OR A992 WITH Fy = 50 KSI.
2. STEEL PIPE COLUMNS AND OTIHER STEEL PIPE STIRUCTLRAL MEMBERS SHALL
CONFORM TO A.S.T.M. A53, GRADE B.
3. STRUCTURAL STEEL TL BING SHALL CONFORM TO A.S. T.M. A500, GRADE B, Fy =
46 KSI.
4. BOLTS SHALL CONFORM TO A.S. T.M. A307, UNLESS NOTED OTHERWISE. WHERE
HIGH STRENGTH (H.S.) BOLTS ARE SPECIFIED, THEY SHALL BE MINIMUM ¾"
DIAMETER AND CONFORM TO A.S. T.M. A325 SC CLASS A UNLESS NOTED
OTHERWISE ON THE PLANS. THE INSTALLATION OF H.S. BOLTS SHALL BE
INSPECTED BY A REGISTERED DEPUTY INSPECTOR APPROVED BY TIHE BUILDING
DEPARTMENT.
5. ALL BOLTS HOLES IN STEEL MEMBERS SHALL BE STANDARD HOLES, U.N.O.
6. STRUCTURAL STEEL "NELSON" STUDS SHALL BE MANUFACTURED FROM C1015,
C1017 AND C1020 COLD DRAWN STEEL CONFORMING TO A.S.T.M. A108-58T.
7. LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO A.S.T.M. STANDARDS AS
FOLLOWS:
A) FOR 78 GA. THICK AND LIGHTER STEEL : A446, GRADE A (GALVANIZED) OR
A570, GRADE 33 OR A611, GRADE C -ALL HAVING MINIMUM OF 33 KSI YIELD
STRENGTIH.
B) FOR 16 GA. THICK AND HEAVIER STEEL : A446, GRADE D (GALVANIZED) OR
A570, GRADE 50 OR A607, GRADE 50 -ALL HAVING MINIMUM OF 50 KSI YIELD
STRENGTH.
8. FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST EDlllON OF A.I.S.C.
SPECIFICATIONS.
9. ALL HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRILLED OR PUNCHED.
BURNING OF HOLES SHALL NOT BE PERMITTED.
10. ALL STEEL SHALL BE STAINLESS, HOT DIP GALVANIZED OR EPOXY COATED.
WELDING
1. ALL WIELDING SHALL BE DONE USING THE SHIELDED ELECTRIC ARC PROCESS BY
CERTIFIED WELDERS, USING E70XX ELECTRODES.
2. WELDING OF STEEL REINFORCING BARS SHALL BE DONE WITH LOW HYDROGEN
ELECTRODES, A233, CLASS E70XX SERIES.
3. WIELDS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE
SPECIAL INSPECTION WHEN WIELDING IS DONE IN AN APPROVED FABRICATOR'S
SHOP, HOWIEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF
COMPLIANCE IN ACCORDANCE WITH THE SECTION 1704.2.2 OF THE CBC.
4. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WIELDINGS.
NAILING AND FASTENERS
7. ALL NAILS AND FASTENERS SHALL BE CORROSION RESISTANT MEETING ASTM A153
CLASS D, HOT DIP GALVANIZED AND BE ACRYLIC ADHESIVE OR THERMAL PLASTIC
RESIN LA TEX ADHESIVE GOA TED.
2. ALL NAILS SHALL BE 16d (0.148" DIAMETER) HELICAL TIHREAD NAILS, WITIH MINIMUM
BENDING YIELD STRENGTIH OF FYB = 90,000 PSI, U.N.O.
3. NAILING OTHER TIHAN ROOF OR FLOOR DIAPHRAGM SHOWN ON TIHE DRAWINGS SHALL
BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE CBC.
4. NAILS FOR ROOF AND FLOOR SHEATHING SHALL HAVE A MIN OF 1½" PENETRATION
INTO THE FRAMING MEMBERS.
5. ALL HARDWARE SHALL BE CORROSION-RESISTANT COMPLYING ¼1TH HDG G185 FINISH
AND BE MANUFACTLRED BY "SIMPSON STRONG-TIE CO., INC." (OR APPROVED EQUAL),
AND SHALL HAVE A VALID ICC NUMBER ON THE PRODUCT. ANY DEVIATION FROM TIHE
APPROVED PRODUCTS MUST BE APPROVED BY THE BUILDING DEPARTIMENT, NOT BY
THE FIELD INSPECTOR.
6. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BLIND
NAILING SHALL NOT BE ACCEPTABLE AND WILL BE REJECTED.
7. WHERE MECHANICAL OR ADHESIVE ANCHORS/DOWELS ARE INDICATED ON DRAWINGS:
A) MECHANICAL ANCHORS SHALL STAINLESS STEEL BE HILTI KWIK BOLT KB-TI AND BE
INSTALLED IN ACCORDANCE WITIH ICC ESR-1917
B) ADHESIVE ANCHORS SHALL BE STAINLESS STEEL HILTI "HIT-HY 200 MAX-SD" ADHESIVE
INSTALLED IN ACCORDANCE WITH ICC ESR-3187 OR STAINLESS STEEL SIMPSON
STRONG-TIE "SET-XP EPOXY" ADHESIVE INSTALLED IN ACCORDANCE WITH ICC
ESR-2508.
C) HOLES SHALL BE DRILLED WITH NON-REBAR-CUTTING DRILL BITS.
D) CONTINUOUS INSPECTION IS REQUIRED FOR THE INSTALLATION OF THE ALL
ANCHORS/DOWELS BY A REGISTERED SPECIAL INSPECTOR APPROVED BY THE
BUILDING DEPARTMENT. TIHE INSPECTOR SHALL VERIFY THE INSTALLATION OF
ANCHORS/DOWIELS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
INCLUDING CLEANLINESS OF DRILL HOLES AND PROPER EMBEDMENT.
E) UNLESS NOTED OTHERWISE ON THE DRAWINGS, USE MINIMUM %" DIAMETER AT 24" ON
CENTER WITH A MINIMUM OF 5" EMBEDMENT.
GENERAL SPECIAL INSPECTIONS
1. PERIODIC (NON-CONTINUOUS) OR CONTINUOUS SPECIAL INSPECTION BY A CITY
CERTIFIED DEPUTY INSPECTOR IS REQUIRED FOR THE FOLLOWING:
A) SITE CONCRETE WORK (COPING & ANCHOR BEAM) : ........... NON-CONTINUOUS.
B) INSPECT SHEET PILE FOR LENGTH & DAMAGE : ................. NON-CONTINUOUS.
C) T & G LOCKING OF PANELS : ................................................ NON-CONTINUOUS.
D) ANCHOR ROD TENSIONING : .................................................... NON-CONTINUOUS.
E) GROUTING OF PVC SLEEVES : ................................................ NON-CONTINUOUS.
F) PILING INSTALLATION : ............................................................ NON-CONTINUOUS.
G) HELICAL ANCHORS INSTALLATION IN ACCORDANCE WITH
SECTION 2.4.2. OF ICC ER-2794: ........................................... NON-CONTINUOUS.
SPECIAL INSPECTION IS REQUIRED FOR SEAWALL PANEL CONCRETE IF NOT CAST
IN A CERTIFIED YARD.
2. CONTINUOUS SPECIAL INSPECTIONS IS REQUIRED FOR THE INSTALLATION OF
ANCHOR BOLTS, ADHESIVE ANCHOR BOLTS, ADHESIVE DOWELS AND
MECHANICAL ANCHORS IN ALL CONCRETE AND MASONRY WORKS.
3. SPECIAL INSPECTIONS SHALL BE DONE BY ONE OR MORE REGISTERED DEPUTY
(SPECIAL) INSPECTORS, APPROVED BY THE BUILDING DEPARTMENT ONLY,
HIRED AND PAID FOR BY THE OWNER.
4. SITE VISITS CONDUCTED BY THE ENGINEER ARE MERELY FOR OBSERVATION
PURPOSE ONLY AND DO NOT CONSTITUTE AN INSPECTION.
5. TWO (2) PROPERLY COMPLETED AND SIGNED COPIES OF THE SPECIAL
INSPECTION AGREEMENT MUST BE SUBMITTED TO THE PERMIT SERVICES
DIVISION PRIOR TO ISSUANCE OF THE PERMIT.
6. AS A MINIMUM, THE DEPTH OF THE SEAWALL EMBEDMENT INTO THE GROUND
SHALL BE AS SHOWN ON ELEVATIONS AND MUST BE ACCURATELY MEASURED BY
THE DEPUTY INSPECTOR. A COPY OF THE MEASUREMENT MUST BE SUBMITTED TO
THE CITY & THE ENGINEER OF RECORD.
7. SPECIAL INSPECTION IS REQUIRED FOR ALL NEW CONCRETE AND MASONRY
CONSTRUCTION, INCLUDING REINFORCING STEEL.
ABBREVt-' TIONS
A.B. . ........... ANCHOR BOLT
A.C. ..•........ Ai;PHALT CONCRETE
A/C ............ AIR CONDITIONING
A.C.P. . ........ M;PHALT CONCRETE PAVING
ADDL .......... ADDITIONAL
A.F.F. . ........ ABOVE FININSH FLOOR
ALUM .......... Al,.UMINUM
ALT ............ AI_TERNATE
ANOD ......... ANODIZED
ARCHT ........ ARCHITECTURAL
B.B. . ........... BQTTOM OF BEAM
BET .............. BETWEEN
BLDG ............ BUILDING
BLKG ........... BLOCKING
BM ............. BtAM
B.N. . ........... BOUNDARY NAILING
BOT ............. BOTTOM
B. W. . ........... BOTTOM OF WALL
C ................. CHANNEL
CANT .......... CANTILEVER
C.G ................ CENTER OF GRAVITY
C.J ................ CONSTRUCTION JOINT OR
CEILING JOIST
CL ................. CENTER LINE
CLG .............. CEILING
CLR ............. CLEAR
C.M.U. . ........ CONCRETE MASONRY UNIT
COL ............ COLUMN
COMPO ........ COMPOSITION
CONC .......... CONCRETE
CONN .......... CONNEC1lON
CONT .......... CONTINUOUS
CONST .......• CONSTRUCTION
CORR .......... CORRIDOR
CTR ............ CENTER
DBL ............. DOUBLE
DET ............. DETAIL
DF .............. DOUGLAS FIR
D.F. . ........... DRINKING FOUNTAIN
DIAG ........... DIAGONAL
DIAPH ......... DIAPHRAGM
DIA ............... DIAMETER
DIM ............. DIMENSION
DN .............. DOWN
DP ................ DEEP
D.S. . ........... DOWNSPOUT
DWGS .......... DRAWINGS
(E) ...•........... EXISTING
EA .......... , .... EACH
E.F. . ............ EACH FACE
ELEC ............ ELECTRICAL
ELEV ............ ELEVATION
EMBED ........ EMBEDMENT, EMBEDDED
E.N. . ............ EDGE NAILING
EQ ............... EQUAL
E.S. . ......•..... EACH SIDE
E.W. . ............ EACH WAY
EXIST ........... EXISTING
EXP ............. EXPANSION
EXT ............. EXTERIOR
F.D. . ........... FLOOR DRAIN
FON ............. FOUNDATION
F,F. . ............. FINISH FLOOR
F.G. . ........... FINISH GRADE
FIN ............... FINISH
F.J. . .......•..... FLOOR JOIST
FLG .....•........ FLANGE
FLR ............. .FLOOR
F.O.C. . ......•.. FACE OF CONCRETE
F.0.M. . ......... FACE OF MASONRY
F.O.S. . ......... FACE OF STUD
F.N. . ............ FIELD NAILING
F.S. . ............ FAR SIDE
FT ............... FEET DR FOOT
FTG .•........... FOOTING
GALV ........... GALVANIZED
GA ............... GAUGE
G.I. . ............. GALVANIZED IRON
GLB ............. GLU-LAM BEAM
GLP ............. GLU-LAM PURLIN
GYP BD ......... GYPSUM BOARD
HOR ............. HEADER
HGR ............. HANGER
HK ............... HOOK
HORIZ .......... HORIZONTAL
H.P. . ............ HIGH POINT
HT ............... HEIGHT
H.S. . ............ HIGH STRENGTH
HVAC ...•....... HEATING/VENTILATING &
AIR CONDITIONING
IN .... , ........... INCH
INFO ...........• INFORMATION
INT ........... , .. INTERIOR
J.B. . ............ JOIST BEARING
J.G. . ............ JOIST GIRDER
JST ............. JOIST
JT ............. JOINT
K.D ............... KNOCK OUT
L ................. ANGLE
LAT ............. LATERAL
LOR ............. LEDGER
LG ............... LONG
LLH .............. LONG LEG HORIZONTAL
LL V .............. LONG LEG VERTICAL
LONGIT ........ LONGITUDINAL
L.P. . ............ LOW POINT
LT ............... LIGHT
MATL .......... MATERIAL
MAX ............ MAXIMUM
M.B. . ..•........ MACHINE BDL T
MATL .......... MATERIAL
MAX ............ MAXIMUM
M.B. . ........... MACHINE BOLT
MECH .......... MECHANICAL
MEZZ .......... MEZZANINE
MFD ............. MANUFACTURED
MFR ............. MANUFACTURER
MIN .............. MINIMUM
MISC ............ MISCELLANEOUS
M.F.O. . ......... METAL FRAMED OPENING
MLB ............. MICROLLAM BEAM
M.P.H. . ......... MILES PER HOUR
MTL ............. METAL
(N) ............. NEW
N.I.C. . .......... NOT IN CONTRACT
NO .............. NUMBER
N.S. . ............ NELSON STUD OR NEAR SIDE
N.T.S. . ......... NOT TO SCALE
0. C. . ............ ON CENTER
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OFF ............• OFFICE T.F. • ........••.• TOP OF FOOTING g :: ~
OPNl? ........... OPENING T.B. . ............ TOP OF BEAM (.f) ~ u ~
OPP HD ....... OPPOSITE HAND TG ............... TAPERED GIRDER 6 ° • m
a.sf. . ......... OUTSIDE FACE T.G. . ............ TOP OF GIRDER en j, 'ii s .
P.C. . ........... PIPE COLUMN THK ............. THICK 5 ~ • <
PEN ............. PENETRA1lON THRU ........... THROUGH w el! l! ;i'
PL ., ............... PLATE OR PROPERTY LINE T.L. . ............. TOP OF LEDGER °' '5 ::
PILA> ·········· PILASTER T.N. . ............. TOP OF NAILER 1,,
PL yWD •..•.•••. PLYWOOD T.O. . ............. TOP OF ,.
PSF ............. POUNDS PER SQUARE FOOT T.O.P. . ......... TOP OF PARAPET/PANEL 'i
PSI ............. POUNDS PER SQUARE INCH T.O.S. . ......... TOP. OF STEEL M
P. T. . ............ PRESERVATIVE TREATED TOT .............. TOTAL !"
R.D. . ............ ROOF DRAIN TRANSF .....•. TRANSFER i;;
REBAR ......... REINFORCING BAR TRANSV ....... TRANSVERSE !ii
R.B. . ............ ROOF BEAM TS ............... TUBE STEEL !•1
REQD ........... REQUIRED T.S. . ............ TOP OF SLAB 02 <J <J <J 1l,
REINF .......... REINFORCING T.W. . ............ TOP OF WALL lj!
REF ............. REFERENCE TYP .•........... TYPICAL . !.!
REV ............. REVISION U.N.O. . ....... .'. UNLESS NOTED OTHERWISE· r-.....1--:~;;;;;;::::-....,;;.;.;.,1
R.J. . ............ ROOF JOIST VERT ........... VERTICAL ·., ,
RM .............. ROOM V.I.F. . .......... VERIFY IN FIELD
R.O. . ............ ROUGH OPENING W/ ............... WITH .
SCH ............. SCHEDULE WD .•.•••.••..•.• WOOD
SEC"I" ........... SEC1l0N W ................ WIDE FLANGE
SHTC ........... SHEATHING W/0 ............ WITHOUT
SHT ············· SHEET W.P ................ WORK POINT
SIM ............•. SIMILAR W.R. ............. WATER RESISTANT
S.J ................ SAWCUT JOINT WT ...••.••....... WEIGHT
S.P ..............•. SPLICE POINT W.W.F. . ......... WELDED· WIRE FABRIC
SPA ............... SPACING X ................. EXTRA STRONG
SPECS ......... SPECIFICA1lONS XX ............... DOUBLE EXTRA STRONG
SQ ............... SQUARE
STAGG ........... STAGGERED
STD ............... STANDARD
STIFF ........... S1lFFENER
STL ..........•.. STEEL
S.S. . ............ SELECT STRUCTURAL
OR STAINLESS STEEL SYMBOLS
STRUCT ....... STRUCTURAL
SYM ............. SYMETRICAL
T & B ...... , .. TOP & BOTTOM
T & G ......... TONGUE & GROVE
TEMP ........... TEMPERED
. ...........•. AT
.............. CENTER LINE
.............. DIAMETER
.............. PLATE OR PROPERTY LINE
.............. STEP IN FOOTING
ISSUANCE OF A BUILDING PERMIT BY THE CITY
DOES NOT RELIEVE APPLICANTS OF THE LEGAL
REQUIREMENTS TO OBSERVE COVENANTS,
CONDITIONS AND RESTRICTIONS WHICH MAY BE
RECORDED AGAINST THE PROPERTY OR TO
OBTAIN PLANS. YOU SHOULD CONTACT YOUR
COMMUNITY ASSOCIATION PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION
AUTHORIZED BY THIS PERMIT.
PRIOR TO PERFORMING ANY WORK IN THE CITY
RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST
BE OBTAINED FROM THE PUBLIC WORKS
DEPARTMENT.
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2. IF THE ARCHITECT AND /OR TIHE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER
ITEM #1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED
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
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