HomeMy WebLinkAboutM2011-0070IA/orksheet for Building Combo Permit Application P0
City of Newport Beach - Building Department
Please print 3 copies F HARBOR RESOURCE
f:Building F Grading F -.Drainage I Elec Mec IN"
1. Project Address (Not mailing address)
E-1 1J e- E:AJ Q 9,52 -6 Aq,/5 tim E 7X 14E" -*Zcq4 c9
... ..... . . ......... . .. . .............
Tenant Name(if Applicable) # Units (if Residential)
1.111 ...........
2. Description of Work
119SMLL E,90510AA GALL
. .. . ... ...... . . .......... I .......0,0AlFR0LJ_VL1,kE......At-9
...... _...............
11....1.1 , ................... . ......
Extg Building SFF777 Demo Building SF F77 Add/Reconstruct Bldg SF F�
.......... . .........
Extg Gar sf Demo Garage sf Add/Reconstruct Garage sf
..........
.................
r 3XM 8 1 LIT: TOTAL BLDG SF
F . New F Add F. Alter F _Demo
TOTAL GARAGE SF
. . ......... .
Box for
UseF
...- .... .. ... .. I.- ..................... . . . .... ..........
Valuation $ a�j 000
# Stories F_
Cu Yd Cut F77
Cu Yd Fill
F_ 6. Contractor's Name Last First I Lic. No. Class ............... ___ - . .. $�i� PqK
Contractor's Address Contractor's E-mail Address
93r7 1'7 _577RE7�
.. ......... n e7r
F.. ............................... ......... ....Telephone ............. ........................... Int ....................................................
City State zip
119,q 4? 6-4 e- 53 is�
....................... ............ . .. .... .................... .. ....... ................................. ..... . ..... ... ... ......... ............. .. ..
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OFFICE USE ONLY f'NfftGT PK
/C FEE $ PERMIT NO.
GRADING P/C_ FEE $ FIRE P/C FEE $ PLAN CHECK NO.
RP%1411A1n9 ELEC/MECH/PLUM P/C FEE $ P1 AN (HF:C.K FPF
STRUCTURAL GENERAL NOTES
GENERAL REQUIREMENTS
1. CONSTRUCTION SHALL BE IN CONFORMITY WITH THE 2010 EDITION 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 DILLIGENTLY INVESTIGATE THE
SITE FOR THE POSSIBLE EXISTENCE & LOCATION OF UNDERGROUND UTILITIES,
PRIOR TO ORDERING ANY MATERIAL AND/OR COMMENCING WORK AND SHALL
REPORT ANY DISCREPANCIES TO "WILLIAM SIMPSON & ASSOCIATES, 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 CONDITION, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR
CONDITIONS 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
RESPONSIBIUTY 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, NEMC 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. THE CONTRACTOR SHALL ESTABLISH ALL CONSTRUCTION LINES AND PROCEED WITH
THE EXCAVATION OF ALL FOOTINGS AS CALLED FOR ON THE DRAWINGS.
2. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED UNIFORM EARTH OR ENGINEERED
COMPACTED FILL.
3. NO REINFORCING STEEL AND NO CONCRETE SHALL BE PLACED IN ANY EXCAVATION
PRIOR TO APPROVAL BY THE BUILDING DEPARTMENT.
4. THE TOP OF ALL EXCAVATIONS SHALL BE PROTECTED AGAINST HEAVY SURCHARGE
LOADS AND FROM EROSION DUE TO RAINFALL OR SURFACE RUN-OFF DURING THE
ENTIRE CONSTRUCTION PERIOD. -
5. THE SOILS REPORT DESCRIBED UNDER ITEMS No. 7 BELOW SHALL BE A
PART OF THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN THE
SOILS REPORT AND COMPLY WITH ALL RECOMMENDATIONS THEREIN.
6. PAD PREPARATION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT. THE
PAD SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER PRIOR TO
PLACING AN 7 CONCRETE. THE PAD SHALL BE KEPT MOIST PRIOR TO THE
PLACING OF CONCRETE.
7. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN THE
TABLES 1610.1 AND 1806.2 OF THE CBC 2010.
NAILING AND FASTENERS
1. ALL NAILS, FASTENERS AND HARDWARE SHALL BE STAINLESS, HOT DIP GALVANIZED
OR EPDXY COATED.
2. ALL NAILS SHALL BE 16d (0.148" DIAMETER) HELICAL THREAD NAILS, WITH
MINIMUM BENDING YIELD STRENGTH OF F = 90,000 PSI, U.N.O.
3. NAILING SHALL BE IN ACCORDANCE WITH TABLES 23 -II -B-1 & 23 -II -B-2
OF THE CBC, U.N.O. ON DRAVANGS.
4. ALL HARDWARE SHALL BE MANUFACTORED BY "SIMPSON STRONG -TIE CO., INC."
AND SHALL HAVE A VALID ICBO NUMBER ON THE PRODUCT. ANY DEVIATION FROM
THE APPROVED PRODUCTS MUST BE APPROVED IN THE PLAN CHECK OFFICE,
AND NOT BY THE FIELD INSPECTOR.
5. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
BLIND NAILING SHALL NOT BE ACCEPTABLE AND WALL BE REJECTED.
STEEL ABBREVIATIONS
1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO A.S.T.M. A572 A.B. ............ ANCHOR BOLT ON .............. DOI HT ............... HEIGHT OFF ............. OFFICE T.F. ............. TOP OF FOOTING
GRADE 50 OR A992 WITH Fy = 50 KSI. MISCELLANEOUS IRON SHALL CONFORM A.C. ........... ASPHALT CONCRETE DP ................ DEEP - H.S. ............. HIGH STRENGTH OPNG ...........OPENING T.B. ............. TOP OF BEAM
TO A.S.T.M. A36. A/C ............ AIR CONDITIONING D.S. ............ DOWNSPOUT HVAC ........... HEATING/VENTILATING & OPP HD .......OPPOSITE HAND TG ............... TAPERED GIRDER
2. STEEL PIPE COLUMNS AND OTHER STEEL PIPE STRUCTURAL MEMBERS SHALL A.C.P. ......... ASPHALT CONCRETE PAVING DINGS .......... DRAWINGS AIR CONDITIONING O.S.F. .......... OUTSIDE FACE T.G. ............. TOP OF GIRDER
CONFORM TO A.S.T.M. A53, GRADE B. ADDL .......... ADDITIONAL (E) ............... EXISTING IN ................ INCH P.C. ............ PIPE COLUMN
A.F.F. ABOVE FININSH FLOOR EA EACH INFO INFORMATION PEN PENETRATION 7HK ............. THICK
3. HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO A.S.T.M. A500, GRADE-- -- ""'••""'--- THRU THROUGH
ALUM ALUMINUM E.F. EACH FACE INT INTERIOR PL ................. PLATE OR PROPERTY UNE
B. Fy = 46 KSI. .......... ............. .............. T.L. ..............TOP OF EDGER
ALT ALTERNATE ELEC ELECTRICAL J.B. ............. JOIST BEARING
4. ALL BOLTS SHALL CONFORM TO A.S.T.M. A307, UNLESS NOTED OTHERWISE. WHERE ANDD T.N. ..............TOP OF NAILER
HIGH STRENGTH (H.S.) BOLTS ARE SPECIFIED, THEY SHALL BE MINIMUM �" ......... ANODIZU EEV ........:...ELEVATION J.G. ............. JOIST GIRDER PILAS .......... PILASTER
T.O. ..............TOP OF
ARCHT ........ ARCHITECTURAL EMBED EMBEDMENT, EMBEDDED JST ............. JOIST PLYWD ......... PLYWOOD T.O.P. TOP OF PARAPET PANEL
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 B.B. ............ BOTTOM OF BEAM E.N. ............. EDGE NAILING JT ............. JOINT PSF ............. POUNDS PER SQUARE FOOT T.O.S. TOP OF STEEL
..........
INSPECTED BY A REGISTERED DEPUTY INSPECTOR APPROVED BY THE BUILDING BET .............. BETWEEN EQ ............... EOUAL K.O............... KNOCK OUT PSI ............. POUNDS PER SQUARE INCH TOT ..............TOTAL
DEPARTMENT. BUG ............ BUILDING E.S. ............. EACH SIDE L ................. ANGLE P.T. ............ PRESURE TREATED TRANSF ....... TRANSFER
5. ALL BOLTS HOLES IN STEEL MEMBERS SHALL BE STANDARD HOLES, U.N.O. BLKG ........... BLOCKING E.W. ............. EACH WAY LAT ............. LATERAL R.D. ROOF DRAIN TRANSV ....... TRANSVERSE
.............
6. STRUCTURAL STEEL "NELSON STUDS SHALL BE MANUFACTURED FROM C1015, BM ............. BEAM EXIST ...........EXISTING LDR ............. LEDGER REBAR .........REINFORCING BAR
B.N. ............ BOUNDARY NAILING EXP ............. EXPANSION LG .............. LONG R.B. ............ ROOF BEAM T. ""..... TUBE STEEL
C7017 AND C7020 COLD DRAWN STEEL CONFORMING TO A.S.T.M. A108 -58T. T.S. ............. TOP OF SLAB
7. LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO A.S.T.M. STANDARDS AS BOT ............. BOTTOM EXT ............. EXTERIOR LLH ..............LONG LEG HORIZONTAL READ ........... REQUIRED T.W. ............. TOP OF WALL
FOLLOWS: B.W. ............ BOTTOM OF WALL F.D. ............ FLOOR DRAIN LLV ..............LONG LEG VERTICAL REINF .......... REINFORCING
C ................. CHANNEL FDN ..1.......... FOUNDATION LONGIT TIP ..,.......... TYPICAL
A) FOR 18 GA. THICK AND LIGHTER STEEL : AL H MNG A (GALVANIZED) OR ........ LONGITUDINAL REF ............. REFERENCE U.N.O. ..........UNLESS NOTED OTHERWISE
A570, GRADE 33 OR A611, GRADE C ALL HAVING MINIMUM OF 33 KSI CANT .......... CANTILEVER F.F. ..............FINISH FLOOR L.P. ............. LOW POINT REV ............. REVISION VERT ........... VERTICAL
YEIU STRENGTH. C.G................CENTER OF GRAVITY F.G. ............FINISH GRADE LT ............... LIGHT R.J. ............. ROOF JOIST V.I.F. ........... VERIFY IN FIELD
C.J................ CONSTRUCTION JOINT OR MA .......... MATERIAL RM ROOM W
B) FOR 16 GA. THICK AND HEAVIER STEEL : A446, GRADED (GALVANIZED) OR FIN ...............FINISH """"""" / WITH
A570, GRADE 50 OR A607, GRADE 50 ALL HAVING MINIMUM OF 50 KSI CEILING JOIST MAX ............ MAXIMUM R.O. .............ROUGH OPENING WD __,,,,,,...... WOOD
F.J. ..............FLOOR JOIST
CL ................. CENTER UNE FLG FLANGE M.B. ............ MACHINE BOLT SEH .............SCHEDULE W ................ WIDE FLANGE
YEILD STRENGTH. ---•---
CLG .............. CEILING MATL MATERIAL SECT ........... SECTION W/0 WITHOUT
8. FABRICATION AND ERECTION SHALL CONFORM TO AISC 360-05 SPECIFICATION. CU2 CLEAR FLR FLOOR """'-' SHTG ������������
9. ALL EXPOSED STRUCTURAL AND MISCELLANEOUS STEEL SHALL RECEIVE AT LEAST F.O.C. FACE OF CONCRETE MAX MAXIMUM SHEATHING W,p, ,,,,,,,,_._„__WORK POINT
.............
............
C.M.U. CONCRETE MASONRY UNIT """"" M.B. MACHINE BOLT SHT SHEET W,R. WATER RESISTANT
ONE COAT ALL
STANDARD SHOP PRIMER PAINT. AFTER ERECTION IS COMPLETE, F.O.M. FACE OF MASONRY ..•...-•• """"""'
COL COLUMN """"" MECH MECHANICAL SIM SIMILAR WT WEIGHT
TOUCH-UP ALL SHOP PRIMING COATS DAMAGED DURING TRANSPORT AND COMPO ........ COMPOSITION F.O.S. .......... FACE OF STUD MEZZ ... MEZZANINE S.J. ............... SAWCUT JOINT W.W,F. ......... WELDED WIRE FABRIC
ERECTION. CONIC CONCRETE F.N. FIELD NAILING •--•-
10. EXTRA STRONG
ALL HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRILLED OR PUNCHED. CONN .......... CONNECTION F.S. ............. FAR SIDE MFD .............MANUFACTURED S. ................ S LIIN % .............
BURNING OF HOLES SHALL NOT BE PERMITTED. FT FEET OR FOOT MFR .............MANUFACTURER SPA ...............SPACING XX ............... DOUBLE EXTRA STRONG
CONT .......... CONTINUOUS """""""' MIN MINIMUM SPECS ......... SPECIFICATIONS
11. ALL STEEL SHALL BE STAINLESS, GALVANIZED, OR EPDXY COATED. CONST ........ CONSTRUCTION FTG ............. FOOTING -- ...-••-"
CORR .......... CORRIDOR GALV ........... GALVANIZED MISC ............MISCELLANEOUS SQ ............. SQUARE
DOUBLE ........ .... GA ...............GAUGE M.F.O. ..........METAL FRAMED OPENING STAGG ...........STAGGERED
SOLID SAWN MEMBERS AND GLU-LAM BEAMS D8X
G.I. .............: GALVANIZED IRON MLS ............. MICROLLAM BEAM STD ............... STANDARD
GLB ............. GG -LAM BEAM M.P.H. .........MILES PER HOUR STIFF ........... STIFFENER
1. ALL WOOD -CONSTRUCTION FINGERS SHALL HAVE FRAMING THAT INCLUDES DF .............. D UOLAS FIR GLP ... ..... GLU-LAM PURUN MTL ............. METAL STL ............. STEEL SYMBOLS
CROSS -MEMBERS THAT PROVIDE RIGID CONNECTION TO THE FULL-LENGTH DJ` . ............ DRINKING FOUNTAIN GYP BD ......... GYPSUM BOARD (N) ............. NEW S.S. ............. SELECT STRUCTURAL
STRINGERS. ALL CONNECTIONS SHALL BE MADE USING THRU-BOLTS - N.I.C. NOT IN CONTRACT STRUCT ...._. STRUCTURAL @ .............. AT
DIAG ........... DIAGONAL HDR .............HEADER NO. ............. NUMBER SYM ............. SYMETRICAL .............. CENTER UNE
a) COMMERCIAL DOCK FRAMING: FOR INDEPENDENT LONG DOCKS THAT FLOAT DIAPH DIAPHRAGM HGR .............HANGER N.S. NELSON STUD OR NEAR SIDE T & B ......... TOP & BOTTOM 4 DIAMETER
FREELY AND DO NOT HAVE DOCKS AND/OR FINGERS ATTACHED FOR STABIUTY, HK. HOOK N.S.S. NOT TO SCALE T & G TONGUE &GROVE .............. PLATE OR PROPERTY LINE
DIA ............... DIAMETER ..............
ALL PRIMARY LOAD CARRYING FRAMING MEMBERS SHALL BE FABRICATED FROM HORIZ HORIZONTAL •••••••• """"'
DIM DIMENSION """"" O.C. ON CENTER TEMP TEMPERED Z .............. STEP IN FOOTING
GLUED -LAMINATED BEAM CONSTRUCTION, TO PREVENT WARPAGE OF THE MAJOR H.P. HIGH POINT
.............
MEMBERS, CONTRIBUTING TO DOCK INSTABILITY.
2. ALLOWABLE STRESSES FOR HARBOR STRUCTURES SHALL NOT EXCEED THOSE -
STATED IN THE "CALIFORNIA BUILDING CODE".
3. TIMBER USED FOR WALKING DECKS SHALL HAVE A MINIMUM NET THICKNESS OF 1Yi
INCHES.
4. TIMBER FOR WALKING SURFACES SHALL BE DOUGLAS FIR, SELECT STRUCTURAL.
SAWN TIMBER FOR OTHER FRAMING MEMBERS SHALL BE DOUGLASS FIR, No.t
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.
B. PLYWOOD UTILIZED WITHIN DOCK FRAMING SYSTEM SHALL BE EXTERIOR GRADE
MATERIAL PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA STANDARD C9. -
PLYWOOD SHALL NOT BE USED AS THE WALKING SURFACE FOR A DOCK SYSTEM,
UNLESS THE PRODUCT CAN BE DEMONSTRATED TO THE CITY OF NEWPORTBEACH
BUILDING DEPARTMENT THAT IS PROVIDED WITH A FACTORY -APPLIED PROTECTIVE,
NON-SKID WALKING SURFACE THAT WALL 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
SURFACE 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 USED FOR DOCK CONSTRUCTION SHALL BE MARKED WITH THE
APPROPRIATE
T TO REJECTION OF MATERIAL
AND P PRESERVATIVE TREATMENT, OR MAY BE
11. WOOD PRESERVATIVE FOR TIMBER:
a) ALL TIMBER PRODUCTS SHALL BE COATED WITH PRESERVATIVE TREATMENT TO xi`+
RETENTION LIMITS RECOMMENDED BY THE AMERICAN WOOD PRESERVERS ! ` a (t#ETT•)r�,.a)',be,.,_ -';€ --='•�
ASSOCIATION STANDARD M4 "STANDARD FOR THE CARE OF
r tiIr
PRESERVATIVE -TREATED WOOD PRODUCTS" AND AWPA STANDARD C2 "LUMBER, � �
TIMBER, BRIDGE TIES & MINE TIES -PRESERVATIVE TREATMENT BY PRESSURE r' §
PROCESSES" �.;
b) CURRENT STATE AND FEDERAL ENVIRONMENTAL REQUIREMENTS AND GUIDELINES #N�` 'wF ''T 7
FOR THE TYPE AND APPLICATION OF PRESERVATIVE TREATMENTS WILL BE
C) ALLLC UTLY MBERF MRUSTD BEAR A STAMP BY THE AMERICAN LUMBER STANDARDS
COMMITTEE FOR CONFORMANCE TO THE AMERICAN PRESERVERS ASSOCIATION - sa xT^� yr ;� -,
d) FIELD CUDTS AND BORED HOLES SHALL RECEIVE FIELD -APPLIED PRESERVATIVE
TREATMENT IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES. PRESERVATIVE
TREATMENT CHEMICALS SHALL NOT BE ALLOWED TO ENTER HARBOR WATERS. .7 s
12. ALL BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF Y3i' TO A MAXIMUM'�
OF Xs. LARGER THAN THE BOLT DIAMETER. WOOD MEMBERS WITH HOLES NOT
MEETING THE ABOVE CRITERIA SHALL BE REMOVED AND REPLACED. - f� i
TRULINE PILE WALL INSTALLATION NOTE
WHERE CALLED OUT ON THE DRAWINGS, TRULINE PILES SHALL BE
MANUFACTURED IN THE MANUFACTURING PLANT OF FORMTECHENTERPRSES, INC. LOCATED AT 1BEN URTON
GE RGIA! 30622 U.S.A., AND SHALL BE INSTAL ED ILE N
CACCORDA CET
WITH THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
VICINITY MAP
SCOPE OF WORKi
THE SCOPE OF WORK ON THIS PROJECT IS TO INSTALL APPROXIMATELY 70
LONG EROSION CONTROL TRULINE PILE WALL, ALONG THE CONCRETE SIDEWALK
& CONCRETE BOAT LAUNCH RAMP, AS SHOWN ON DRAWING S-1.
NOTE TO THE BIDDERSi
AFTER THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMENTS AND THE SITE:
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
TEM #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
FOR ANY DISCREPANCY DISCOVERED AFTER THE "CLOSE OF THE BID".
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