HomeMy WebLinkAboutU2024-5274 - Alternative Material & MethodsV7,&N--62qq
CITY OF NEWPORT BEACH ?E
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION p1 clik
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 �p
www.newportbeachca.00v 1 (949) 644-3200 yFy C,/, ZS
CASE NO.: L to.
REQUEST FOR MODIFICATION TO PROVISIONS
OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE)
OF THE NEWPORT BEACH MUNICIPAL CODE
(See Reverse for Basis for Approval) (Fee $316)
® REQUEST FOR ALTERNATE MATERIAL
OR METHOD OF CONSTRUCTION
(See Reverse for Basis for Approval) (Fee $316)
For above requests, complete Sections 1, 2 & 3
below by printing in ink or typing.
JOB ADDRESS:
SITE ADDRESS: 1472 Galaxy Dr
Owner Cindy Powell
Address 1472 Galaxy Dr.
Newport Beach CA zip 92625
Daytime Phone 949-874-2920
Rre41
FOR STAFF USE ONLY
Plan Check # sifica1 # of Stories
Occupancy Clastion C% Rtbi K7di£t
Use of Building EAM. {\r[ F cS6iL�f ' # of Units J
Project Status uAlhGa
Construction Type ✓
Verified by 7-2 µ�
No. of Items I
Fee due v 3116
DISTRIBUTION:
❑ Owner ® Plan Check Za
Petitioner ❑ Inspector
Fire ❑ Other
PETITIONER:
Petitioner
(Petitioner o be architect or engineer)
Address 564 SAGUNTO ST. BOX 486
SANTAYNEZ,CA Zip 93460
Daytime Phone ( 818) 402-3962 CELL: 360 721-4548
Email: iodvna DRS-Engine rinng.net
F-21REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached. 11
USTIFICATION/FINDINGS OF
CODE SECTIONS:
CBC 1818.2 & ACI 318 Table 108.8.2
and utilized as a corrosion substitute in the City of Newport Beach on past projects completea Dy II
Petitioner's
96825
Position Project Principal Engineer / Wall Designer
CA Professional Lic. #
96825
Date: 3/13/2025
v
'�aGL FOR STAFF USE ONLY
DEPARTMENT ACTION: In accordance with: CBC 104.11/CFC 104.9
(Alternate materials & methods)
❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved
By: Date
Ef Request (DOES) OES NOT) lessen any fire protection requirements.
IS] .IRequest (DOES) DOES NO 'lessen the structural integrity
❑ CBC 104.10/CFC 104.8
(CBC Modification)
❑ Written Comments Attached
The Request is: Granted ❑ Denied (See reverse for appeal information)
❑ Granted (Ratification required)
Conditions of Approval:
Sign lure- Position CHIEF BUII_DIN FFICIAL
Print Name lG /&=T / I-f✓f'i - —1
Date 04-
APPEAL OF DIVISION ACTION TO THE BUILDING//BOARD OF APPEALS (See Reverse)
(Signature, statement of owner or applicant, statement of.reasons for appeal and filing fees are required.)
CASHIER RECEIPT NUMBER:Iec- 0035033 00 241oS Forms\modif 07/29/24
Guidelines for Approval of Alternate Materials Design and Methods of Construction
Basis For Approval
For the Chief Building Official and Fire Code Official or their designated agent to approve a request for modification
or a request for alternate material or method of construction, he/she must determine that special, individual reasons
exist that make compliance with the strict letter of the Code impractical and that equivalency is provided. The
resulting condition must be in conformance with the spirit and purpose of the Code provisions involved and that such
modification does not lessen fire protection, structural integrity or occupant safety. The applicant must provide
sufficient information with this application to allow the above evaluation to be made.
Requirements for Submittals
The applicant design professional shall prepare a Written Report that describes the alternate proposal along with the
applicable data listed below:
• State specific code provisions for which alternative is requested and why request is being submitted.
• Describe by code section those provisions for which alternative is desired.
• Compare the proposed alternative versus the code requirements in terms of structural strength, suitability,
effectiveness, fire resistance, safety and health impacts affecting the building or user of the building.
• Demonstrate that the proposed alternative is compatible with balance of code requirements.
• When applicable, specify how authoritative consensus document(s) are used to substantiate proposal.
(Reference draft ICC Building Performance Code Commentary Section 1.4.2.3 for background information).
• Provide assumptions, references, and documentation of evaluation methods utilized. This includes intended
use, input data, anticipated outputs, and limitations of computer models and other analytical tools or methods.
• Specify when and where special inspection and testing are required and the standards of acceptance for
demonstrating compliance. Show how the proposed alternate, if accepted, will be identified on the job site.
• Where land use restrictions and building setbacks are required, deed restrictions may be an appropriate method
to ensure continued compliance.
• State how and where alternate proposal is incorporated within construction plans and prepare plan amendments
as necessary. The design professional has the responsibility to coordinate all construction documents and
ensure compatibility between documents.
• The report and design documents shall be dated, signed and stamped by the design professional according to
the plan submittal procedure.
• For alternate methods of design requests, the applicant shall set performance criteria for his design.
Performance criteria shall be reviewed, amended and approved by the Building or Fire Code Official prior to
start of design.
Alternative Design Review/Verification
The Chief Building Official or Fire Code Official has the responsibility to review design submittals for compliance to
the adopted codes and procedures. If the Building or Fire Code Official does not have the expertise on staff to
make a thorough and competent review, the Building or Fire Code Official shall select a consultant that possesses
the necessary qualifications to perform a third -party or peer review. Cost of peer review shall be paid by applicant to
the Building Division prior to commencing the review.
• Verify that all applicable information and justifications listed above as requirements for submittals is received and
verify that evaluation and design methods used by designer are appropriate to the alternative proposed.
• Verify products are being used in accordance with their listing conditions as required by recognized listing
agencies. If not available, require documentation and/or testing to demonstrate compliance with intent of code
and intended use.
• Evaluate performance of material and possible flaws that could affect performance of material in its installed
state.
• The reviewer shall document that the submittal has been reviewed and accepted as meeting the alternative
materials, design and methods of construction provisions of the code. If the Building or Fire Code Official is not
satisfied that the applicant has met the conditions, the request should be denied in writing with the applicable
reason(s).
Inspection/Field Verification
The alternate proposal as approved in the construction documents must be verified by inspection, and, where
necessary, testing as follows:
• To verify that alternate materials, systems and fabricated products comply with accepted design criteria and the
manufacturer's and engineer's installation procedures, inspectors should check product labeling, certification,
quality assurance processes, and testing, as applicable.
• When appropriate, an approved third parry quality assurance inspection and testing service may be required for
continuous and complex inspection and testing activities. This is intended to verify that construction complies
with the code and the approved plans.
Appeal from the determination or action of the Chief Building Official or Fire Code Official or their designated agent
may be made to the Building and Fire Board of Appeals. To appeal, the applicant must provide special individual
reasons that make compliance with the strict letter of the Code impractical. Appeals or ratifications pertaining to
State Disabled Access Standards require complete evidence to substantiate that the proposed design is equivalent
to that prescribed by that standards or that due to legal or physical constraints, compliance with the standards or
providing equivalency would create an unreasonable hardship.
Appeals must be submitted on the Appeal Form available at Permit Counter accompanied by the proper fee. You
will be notified in writing of the appeal hearing's time and date.
Protective & Marine Coatings
PRODUCT DATA SHEET
MACROPDXY@ 646
FAST CURE EPDXY MASTIC
Revised: March 10, 2021
PRODUCT DESCRIPTION
MACROPDXY 646 Fast Cure Epoxy Mastic is a high solids, high build, fast drying, polyamide epoxy designed to protect steel and
concrete in industrial exposures. Ideal for maintenance painting and fabrication shop applications. The high solids content ensures
adequate protection of sharp edges, corners, and welds. This product can be applied directly to marginally prepared steel surfaces.
INTENDED USES
• Recommended for marine applications, refineries, offshore platforms, fabrication shops, chemical plants, tank exteriors, power
plants, water treatment plants, and mining and minerals industry
• Mill White and Black are acceptable for immersion use for salt water and fresh water, not acceptable for potable water
PRODUCT DATA
Finish:
Semi -Gloss
Colors:
Mill White, Black and a wide range
of colors available through tinting
Volume Solids:
72%± 2%, mixed, Mill White
VOC (mixed):
Unreduced: <250 q/L; 2.08 Ito gal
Reduced 10%: <3 0 g/L; 2.50 to gal
Mix Ratio:
1:1 by volume
Typical Thickness:
Recommended Soreadina Rate oer coat:
Minimum Maximum
Wet mils (microns) 7.0 (175) 13.5 (338)
Dry mils (microns) 5.0• (125) 10.0 (250)
—Coverage sq ft/gal (m2/L) 115 (2.9) 230 (5.8)
Theoretical coverage sq ft/gal 1152 (28.2)
(m'/L) @ 1 mil / 25 microns dft
'May be applied at 3.0-10.0 mils (75-250 microns) dit as an
intermediate in a multicoat system.
NOTE: Brush or roll application may require multiple coats to
achieve maximum film thickness and uniformity of appearance.
Shelf Life: 36 months, unopened
Store indoors at40'F (4.5°C) to 110°F (43'C).
Flash Point: 91°F (33'C), TCC, mixed
Reducer/Clean Up: Reducer #15 Reducer #58, or MEK
(Celiforma)Reducer #11) orOxsol100
Weight: 12.9 ± 0.2 lb/gal ; 1.55 Kg/L, mixed, may
vary by color
Average Drying Times @ 7.0 mils (175 microns) wet:
35'F (1.7-C)
77•F (25-C)
100'F (38-C)
50% RH
50% RH
50% RH
Touch: 4-5 hours
2 hours
1.5 hours
Handle: 48 hours
8 hours
4.5 hours
Recoat:
minimum: 48 hours
8 hours
4.5 hours
maximum: 1 year
1 year
1 year
Cure to service:
atmospheric: 10 days
7 days
4 days
immersion: 14 days
7 days
4 days
Average Drying Times as intermediate
@ 5.0 mils
(125 microns) wet:
Touch: 3 hours
1 hour
1 hour
Handle: 48 hours
4 hours
2 hours
Recoat:
minimum: 16 hours
4 hours
2 hours
maximum: 1 year
1 year
1 year
If maximum recoat time is exceeded, abrade surface before recoating.
Drying time is temperature, humidity, and film thickness dependent.
Paint temperature must be 40'F (4.5°C) minimum.
Pot Life: 10 hours
4 hours
2 hours
Sweat -in -time: 30 minutes
30 minutes
15 minutes
SURFACE PREPARATION
Surface must be clean, dry, and in sound condition. Remove all oil, dust, grease, dirt, loose rust, and other foreign
material to ensure adequate adhesion.
Minimum recommended surface preparation:
Iron &Steel: Immersion* SSPCSP101 NACE 2l SO8501-52007 Sa 2552 3 mil (50 75 micron) profile or
SSPC-SP WJ-2/NACE WJ-2L
Stainless Steel:
Atmospheric: SSPC-SP16, 1 mil (25 micron) profile
Aluminum & Galvanizing:
SSPC-SP1. If surface has not be weathered for more than 6 months, follow SSPC-SP1 then
SSPC-SP16. Forfre proofing projects, consult a Sherwin-Williams representative for surface
preparation requirements.
Concrete & Masonry:
Atmospheric: SSPC-SP13/NACE 6, or ICRI No. 310.2R CSP 1-3
Immersion: SSPC-SP13/NACE 6-4.3.1
Ductile Iron Pipe:
Atmospheric: NAPF 500-03-03 Power Tool Cleaning
Buried & Immersion: NAPF 500-03-04 Abrasive Blast Cleaning
Cast Ductile Iron Fittings: NAPF 500-03-05 Abrasive Blast Cleaning
Ref: 1101-1 wow.shemin-williams.comlprotective Page 1 of
Protective & Marine Coatings
PRODUCT DATA SHEET
SLOB'
:CORE='
MACROPDXY° 646
FAST CURE EPDXY MASTIC
APPLICATION I APPLICATION CONDITIONS
Airless Spray*
Pump ..............................
Pressure .........................
Hose.............................................114"
Tti e.r..........................017ID.0
Fi................
30:1
2800-3000 psi (193-206 bar)
63 m
3m -0.58 mm)
.60 mesh
Reduction ........................As
needed up to 10% by volume
Conventional Spray*
Gun ............ ....................
DeVilbiss MBC-510
Fluid Tip.........................E
Air Nozzle .......................
704
Atomization Pressure.....
60-65 psi 4.1-4.5 bar
Fluid Pressure................10-20
psi �0.7-1.4 bar
Brush*
Brush..............................Nylon/Polyester or Natural Bristle
Roller*
Cover.............................3/8" woven with solvent resistant
Plural Component Spray -Acceptable
*Reduction .........................As needed up to 10% by volume
application equipment is not listed above, equivalent
t may be substituted.
RECOMMENDED SYSTEMS
I ct.
Steel & Ductile Iron Immersion & Atmospheric
2 Cts. Macropoxy 646 5.0-10.0 (125-250)
Steel, Organic Zinc Primer, Atmospheric
1 Ct. Zinc Clad IV (85) 3.0-5.0
75-1251
(125-250)
1 Ct. Macropoxy 646 5.0-10.0
Steel, Inorganic Zinc Primer, Atmospheric
1 Ct. Zinc Clad II (85) 2.0-4.0
50-100
1 Ct. Macropoxy 646 5.0-10.0
125-25 )
Steel, Organic Zinc/Epoxy/Urethane Topcoat
1 Ct. Inc Clad IV 5) 3.0-5.0
75-125
� .0
75-250
1 Ct. Acrolon 7300 2.0-4.0
50-100
minimum, 120°F 49°C) maximum
minimum, 250°F 120°C) maximum
minimum
rve dew point
Relative humidity: 85% maximum
"When spraying a surface above 120°F (49'C), reduce material 10% with
Reducer#100, R7K100. Spray apply only. Product will produce an orange
peel appearance when applied at elevated temperatures.
APPROVALS
• Suitable for use in USDA inspected facilities
• Acceptable for use in Canadian Food Processing facilities,
categories: D1, D2, D3 (Confirm acceptance of specific part
numbers/rexes with your SW Sales Representative)
• Conforms to AW WA D102 OCS #5
• Conforms to MPI # 108
• This product meets specific design requirements for non -safety
related nuclear plant applications in Level II, III and Balance of
Plant, and DOE nuclear facilities*
• Meets Class A requirements for Slip Coefficient, 0.36 @ 6 mils /
150 microns dft (Mill White only)
• Approved intermediate for NEPCOAT System B
* Nuclear qualifications are NRC license specific to the facility
ADDITIONAL NOTES
Tint PartAwith Maxitoners at 150%strength. Five minutes minimum
mixing on a mechanical shaker is required for complete mixing of
color.
Tinting is not recommended for immersion service.
Quick -Kick Epoxy Accelerator is acceptable for use. See data
page for details.
Acceptable for concrete floors
When spraying a surface above 120°F (49°C), reduce material
10% with Reducer #100. Spray apply only. Product will produce an
Ilorange peel appearance when applied at elevated temperatures.
Steel, Inorganic Zinc/Epoxy/Urethane Topcoat
1 Ct. Zinc Clad II (85) 2.0-4.0
1 Ct. Macropoxy 646 3.0-10.0
1 Ct. Acrolon 7300 2.0-4.0
(50-100)
75-250
50-100
Topcoating: It is recommended to apply a thinned -down, lowwetfilm
thickness mist coat over zinc rich primers to help avoid outgassing.
Allow it to tack up and seal the surface. Then apply a full wet film
thickness coat as directed.
Steel, Organic Zinc/Eppoxy/Polysiloxane Topcoat, Atmospheric
1 Ct. Zinc Clad IV (85) 3.0-5.0 (75-125)
1 2 Macropoxy e 8 3.0-4.0 75-100
1-2 Cts. Sher-Loxane 800 2.0-4.0 50-100
Concrete/Masonry, Smooth, Immersion & Atmospheric
2 Cts. Macropoxy 646 5.0-10.0 (125-250)
Mix contents of each component thoroughly with low speed power
agitation. Make certain no pigment remains on the bottom of the
can. Then combine one part by volume of PartA with one part by
volume of Part B. Thoroughly agitate the mixture with power agita-
tion. Allow the material to sweat -in as indicated prior to application.
Re -stir before using.
The systems
use, other sy
for
or
above are representative of the product's
may be appropriate.
WARRANTY
HEALTH AND SAFETY
Refer to the SDS sheet before use.
Published technical data and instructions are subject to change without notice. Contact
your Sherwin-Williams representative for additional technical data and instructions.
DISCLAIMER
lmmendanons set Toro In tms rraauc[ uala Dneel are oCaeu
or on behalf of The Sherwin-W lliams Company. Such informs -
ins set forth herein are subject to change and pertain to the
e of publication. Consult your Sherwin-Williams representative
t Product Data Sheet.
Ref: 1101-1
www.shemi n-wi Iliams.comlprotective
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GENERAL NOTES
MATERIALS
STEEL
W EOI FLANGE STEEL:
ASLM AID OR ABE-GRADE 60
MISLELLAREWB STEEL
MUTAST1 W BETTED
.INFORCING STEEL:
ASTMµ15.GRACE 60
WELDED WIRE FABRIC.
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XYPEX ADMIXTURE SHALL BE ADDED TO MOTORISTS MIN DESIGN TO BE SUBMITTED He
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DRILLED PILE GOUDIU,
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SAM SLURRY MIX Mor XXGSINFTLFNGM.
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NEAT WATERSEEMENT GROUT RATIO. ISO 045. v, XDAY) -AM M, MIN3000
M, MIN REQUIRED FOR TESTING
MISCELLANEOUS
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WATERPROOFING
MUST CORNING:
ME EARTH REMATUN CESIGNER 15 CONJED AS THE REGISTERED CIVIL ENGINEER WHOSE STAMP 15 ON THESE
MAN OUTING.
PLANS.
WE EARTH RETEMIM CONRUCTOR IS CORNED AS THE WGMI}AnMIS) M PERSONS) WHO INSTALL ME
EMLR SUPPORT SYSTEMS INDICATED ON TALKS FILMS
INUMILL.
ME GE PSI CONTRACTOR IS DEFINER AS THE WHANNATIONNR OR PERSONALS WITH OVERALL COMPEL OF
ME SITE CONSTRUCTION,
THE PROJECT GEDTEMNICAL ENGINEER 16 GERMS AS THE ORGAMEMON Or PERSON WHO AUTHMM ME
IAEARIARG M G
APPROVED SOILMWKLDGV REPORT ASSOCIATED WRIT THE PROJECT.
THESE EARTH RETENTION PLANS SMALL BE NENEWER BY ME PROJECT GEGTECHNICO ENGINEER MOR TO
L ATIGN MALL EXISTING FACILITIES, AGJALENT STRUCTURES ANG UNIERMGUND AND OVERHEAD STU DIES
LMDYDE
BROWN ARE AS IMEMREIEO FROM INFORMATION PROVIDED TO CARS ENGINEERNG BW WG DESIGN THE
ACTUAL LOGnMS CF ALL SUCH NEAPS SMALL BE FIELD VERIFIED PRIM TO COMMEXGNG CONSTRWTIM OF
THE FARM gMWM ANY DISCREPANCIES OR POTENTIAL CONFLICTS BETWEEN EXISTING FIGURES AMR
SS RWGR SAWN OWCIAS FIR Q OR HEM FIR M MFATED WnH MINIMW RETENTION
NOTED °H WJMETELEVOr 040ON SIR RUS
COPPER AZOLE-C ILAC) UXIESB OTHERWISE
MIMDMIN Mai NDRMN INIXL MEDRMN GLASS ON EQUIVALENT,
XVPEX ADMIXTURE SHALL BE ADDED TO STbTCRETE
AIDS ATM OR ASTM ARM JOB SURE FABRICATION AND REPAIRS IN ACSORDMiLE IS.
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All 50.DlE AM"" OFSTBELOWMEGUITUAMME
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MAXIMUM UNIT WEIGM OF SONDE AND MINIMUM FRICDOX ANGLES PER DESIGN
CRITERIABELOW
AS APPROVED BY ENGINEER
SPECIAL HAZARDS
THIS WORK SHALL IMMEDIATELY BE BRWMF TO ME ATTENTION OF THE EARTH RETENTION DESIGNER. ME NMI. USE.
R�IM DESIGNER MOLL NOT BE RESPONSIBLE FOR CIMRDE TO FUNDING FACILITIES. SMUCURES AuUS, SWnry MIIMT UPPAUS
OR UTILITIES RILE TO INCORRECT IMERFBEFATIOX OF EQUING MAKINGS OR GATA W MISSING LOCATION No., py. Ay'JOH. MRSA AL mi-l-O.N
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LAN MOERGROUNO SERVICE MOST INQUIRY IDENTIFICATION NUMBER MUST BE OUTAINE➢ AT HEWN TWO MEMORIES.PAMM..:
TWNGDAYS BEFOREST NGWUXNWTHMBPERMITTELEPHONENUMBERrl PII1
MAVATIGN SHALL BE COORDINATED WITH ME INSTALLATION OF ME EARTH RELE . SYSTEM 6O µ TG
PREVENT LOSS OF GROUND OR SETNFMEM OF ADJACENT SWUCRRiES. HEAVY EQUIPMENT EGA MANAGE SHALL
Nor BE LOCATED ADJACENT To ME EARTH RErE N FOUGHB PO EXCEPT MORE SPECIFICALLY PROVIDES
FMAN THEOEESN�ON
SMALL BE RESPONSIBLE TO ENRWE THAT ME SUM` gELEMTION ISgU'I T
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ME GENERAL WXnUCTOR SMYL NW iPNE THE NECESSARY STEPS To MOTELH THE PROJECT µo
ADJACENT EMEANS FRDM ES EROSION AND GR S THAT RESULT FROM S E RT OPERATORS BY
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GENERALPROCEDURES
ALL NECESSARY PERMITS SMALL BE REMAINED BY OTHERS PRIOR TO CCMMENCFMEM W INSTALLATION OF THE
FARM MHOLUGH SYSTEM.
ME`AU EMB NiE%ECIRITH
E HE ISM DESCRIBED REIN LL FELLOW NL MANTO ILE CALUSHA
PE
PWOR TO ME Ali OF WORK WE GROUND GRAGE ELEVATIONS AGO THE LOCATION AND DEPTH OF ALL
STINGµD NEW UTILITIES SMALL BE DETERMINED BY THE GENERAL CONTRACTOR AND PROVIDED IN WRITING
TOME WHIM RETENTIONCONRUCNP.
IAYOIR OF PERMANENT URM RETENTION LINE AND ELEVATIONS SH>ll BE FRONDED BY GENERAL
CCMMCTOR. WHME APPLICABLE
A SAFETY PALING MOUND ME PERIMETER OF THE EXCAVATION, OUT PER GLtASNA WANDMM WILL BE
PRONGED %BMA TO CREATING FALL H03µW WEa. FEET
A LALHORIA PERMIT IS REQUIRED MR EXCAVATIONS DEEPER Mµ 5 AND FOR SHORING MET
UNDERPINNING.
ME MAXIMUM TIME TO COMPLETE MIT CONSTRUCTION A ON A AUGUST
PROJECT 15 MARRED TO THREE YF MG SECTION
' GATT OF ME PERMIT FEW M.L. PERMITS ISSJED AFTER AUGUST 21. 1019 AS REOUMiEO BY NBMC SECTION
ISO}DOS. PROJECT CONSTRUCTION SEQUENCE
I CELL AND INSTALLU UPPER MAN OF SOIL WAILS.
2. INSTALL PERMANENT WNNAGE REMORCENEM AND SHOTIAETE,
COWNUE STEPS 12 UNCULFRST POW OF SOL HALF IS lNSTALLED
A. INSTALL WIDER PILES BY MILLNG MEMOOS.
S IF CONCRETE OR SLURRY IS USED FOR PILE UCH R.L. LEAVE PILE ONOSMUMEO FOR A MINIMUM UP
MERS.
. INSTALLT MM Y WWDLAGGINGTOFIMLGR BEHIND WALL.
PLACE SACKFILL IN LIFTS CGMPASNAT WITH GEOTECMIICAL REPORT RECOMMENDATCNS. ALLOW MIN. SEVEN
O DAYIi FORSIUMLEMENTIMOVEMEM.
B DULL AND GROUT PERMANENT GROUND AMUSING
.
R. DEBT AND LEAGUE PERMANENT MOUND ANCHpaS.
10. PLACE PERNMENT MANAGE AND REINFORCEMENT (SEE CIVIL PLANS FOR AWRIONAL DRAINAGE
DETAILSI
M_ GNWr PFAMMNENT SHDTCRENG FACING.
12 CURE PFR6W SHOULTERE ACING.
CITY NOTICES
HOMRCATIOX OF INTENT TO EXCAVATE REWIRED: USE THE CITY STANDARD FORM STORY NOTICE OF
ALTO EXCAVATE' TO NOTI%ADJACENT PROFEgIV ENSURE BY CERTIFIER MAIL SN DAYS PRIM TO
INTENT
ATIM CITY THOUSAND FORM CAN BE MTNNED AT
NblWawnxwMkee✓o.00rRvneWumlmtmmnRµ173AN PROOF CF CERTIFIED MLRJMY IS REWIRED AT
MISTIME OF PERMIT ISSUML -
Is A W IMF FaLLO W No NOTES M ME GMDI.G PLAIN,
FERL-MANS FIRMLY IS REQUIRED FOR E%GVATIMS DEEPER THAN 5AND FOR SHORING ANDHW
UNDERPRMIND'
5 SPEC& INSPECTION, N, PER SECTION I7SG.6, SHALL BE FEPFOPMED By
THE GEOTECMNIGL
ENGINEER WRING SHORING AND EXCAVATION OPEMTICNS ANAL DURING REMOVAL OF SHORING'
LICENSED SURVEYOR TO PROVIDE HDWIDPRAL AND VERTICAL MONITORING OF SHORING AND IMMOVEMENTS
M PIMACEM PROPERTIES MD SUBMIT RENTS WITH A REPORTTO THE SHORING OESIM ENGINEER NW i0
THE BUILDING INSPECTR ON A DMLY SAGE DURING
E%GVATIW AND SHORING AND WEEXLY EM
THEPPFIER E. MERE DEWATERING RX REQUIRED, MONITORING SHALL MATURE UNTIL DEWATEPING IS
STOPPER
DRILLED SOLDIER PILES
CALL VERTICAL SUPER PILE GRATIS TO SEEMS INDICATED ON MORE PLAINS . WHERE DRILLED SHAFTS WTLL
NOT STAY OPM. PROVIDE PROTECTION AGAINST MOUGUM OR GNNG AS REQUIRED
PLACE SOLDIER PLUS IN DOLLED SHAVERS AND BACNFlLL GRANT W IN BACK FILL AS SPECIFIED 1N ME FMTERIALS
BESIDES OFTHERE PLAINS . MAINTAIN VERTICALT' OF SOLDER PILES DU MIND THE BAGIOLLL R CE66.
SHAFTS SHALL BE SKILLED AND PURRED TV AN ALTERNATING SEQUENCE SUCH THAT ME ALTERNATE SHAFT 15
NOT MALE➢ UNTIL ME ADJMEM PILE HAS CURES FM AT LEAST M MORE
ALLOW PILE BASKRLL TO LURE FOR A MINIMUM OF 24 HRS PRIOR TO BEGMNmG EXCAVATION ODJACENT TO THE
PILE.
WOOD LAGGING
BEGIN EXLAYATIIXI IN LIFTS NOT EXCEEDING 5 FT UNLESS MPM4F➢ BY ME GRADING INSPECTOC, THE
GEOTECH W GLL ENGINEER MO ME FARM RETENTION DESIGNER,
I PLACE TREATED WOOD LAGGING AS MADE DESCENDS. RACE LAGGING AS INDICATES M ME EARTH
RETENTION PWJ.
FOR CAW LEVER SHORING COMIWE THIS SEQUENCE TO THE BOTTOM OF EXGVATM.
Mat SHORING WFPdiTED BY TIEBACKS, MKER6, M BRACES: EXCAVATE TO MAYIMUS }ET BELOW DESIGN
ELEVATION OF BPAH I METAL. INSTALL BMCE I TIEBACK, THEN ENE AND TEST A6 REWIRED MERGE
CCNTNUING EXCAVATION µ0 V,GGWG.
FILL VOID$ BEHWO PARR LAGGING WITH SLURRY OR NATIVE SOTS AS REWIRED TO ENSURE CONTINUOUS
CONTACT WIIHMWND.
PUCE LAGGING TO MASS EXCAVATION SUBGRADE ONLY, LAGGING FOR FOOTING EKGVATION SHALL ONLY BE
REQUIRED IF REQUIRED BY THE ARILS INSPECTOR M SITE WE TO SAYING SOLS THAT WILL NOT STAND OPEN
FOR THE WMTWN OF FOOTING COX6T lI
SHOTCRETE FACING WITH SOIL NAILS
SEQUENCE OF INSTALLATION
PLUABBEWIOE WATE TEMPORARY CATCH FENCES M REMIXED i0 PREVENT DAMAGE To EXISTING FACILITIES
CHASE SLOPE CLEARING µ0 GMOING.
REEPOSE EXISTING VEGETATION FROM SLOPE.
REWO LOOKS ROCK FROM SLOPE TO PROVIDE SVITMJG SURFACE FOR INSTALLUMUS OF SHOTCREM,
WLLMG OF PER NAILS:
DRILL SOIL NAILS PER THE SOIL NML INSTALLATION SECTION OF WEBB NOTES
SHarERETEINsrAuw
FIX BEARING PLATEN TO XFAO OF SOIL LANES PER DETAILS ON THESE PJNA INSTALL BHDTCUUX
REINFORCEMENT TO SLOPE PER DUML6 ON NEAR PLANS ENWRIXG ABSOLUTE COVER MOON DRd1ND IS
PRONCFA BY ME USE OF DOBIEBLOOKS.
PLY SHOURETE PER THE PERMMIEM SHO1CR UNDER ON THEM RAXS.
SOIL NAIL SEQUENCE OF INSTALLATION
EFLUMANDSON FOR SUL NAILS SHdRO BE MADE IN VERTIGO LIFTS TO M.EONMDOATE ME VERTICAL NAIL
SPACING INDICATED ON THESE PUNS EXCAVATION UR REIGNS SMALL HE APPROVED BY PROJECT
GEOTECHNICAL MERGERS,
MERE CUED JpMG BETW£cN VERTICAL LIFTS OF PERMMEM SMUCNRO STIOTLRETE ME CREATED, ME
PNCCEWHE FOR FINISHING COMING, RWGHM WAN G D R6FMLYNAG MOTORISTS AT THE CULD LOW No.
BE IN ACCEaOWWITH AC 5WR 16.
CONSTRUCTION SEQUENCE
U RED BY THESE FLANS INSTALL VEGFGTON NAILS AT LOCATIONS AGREED WITH THE FARM
RETENTION DESIGNER THE EARN RETENTION CONTRACTOR THE GENERAL CONTRACTOR AND ME
PROJECT GEOTECHNIUL MASHER.
} DIRE AM TEST VERIFICATION NAILS AND PROVIDE TEST RESULTS TO THE EµTH RETENTION DESIGNER
dYRENEWANDAPPROAM.
ON APPROVAL OF VERIFICATION TEST RESULTS, DRILL AND INSTALL UPPER ROW OFIL NABS. NOTE
6XORCRETE WITH BLOLNHOUTS AT THE LDCATION OF ME SOIL MILS NO BE PLACED Max
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SOIL NAILS IF DE6WE0.
XJSTALL PERMANENT FACING. WATERPROOFING OF REWIRED BY THESE FINS, DRAINAGE ADD
REINFORCING.
R PEACE PERMANENT FACING DRAINAGE CHIMNEYS AND REINFORCING µD SHOOT PERMANENT SHOTCREIE
JAMES F TEST SOIL NAPS FS REQUIRED FM THIS NM RUN.
10 RESAT STEPS I TO 4 FOR SRBSEOUENT SUB. MIL ROWS UNTIL BOTTOM OF WALL IS REACHED.
SOIL NAIL INSTALLATION
HUES SHALL.
MILLED i0 ME OWJETM DEPTH MON µD LINE AS IxmGTEFE US A THE W DMWNcs THE HOLE
SHALL SAMI BE DRILLED
AT S INGUAR IS NOTMCRE N O 14 INCH E EIRALLIEFE WMAIM. TANnECES SPECIFIED UFALL MER
TOLE
HOLES 6HML BE DRILLED AT AS TO. MDnM T SHOWN ET THESE DRAWING TOLERANCES FOR LRRL HUE
LOCATION SO L N L ANTE EOOT FOP HMIEONTAL NYO YERTILAL PMRpN µD WTMIN }.6 DEGREES OF ME
HOLES E. SMALL NAKGMUEM.
HOLES SELL S CALMED BE REMOVE HUTERIRO RE. IN
IS BY dBWNG MERUTION6. WATER FOR
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ARIL NAILS OU SHALL B LE DRILLED HOLES W µ E%PEORIOUG MNIXM 50 THAT UNNG OR
ETEE ME SOL
FOL INSTALLED
LCWR
WNFPE ME SEL SOL CANNOT BE PERMIT
ETELV INSERTED. TIE CONTRACTOR °l6LLL REMOVE HA BAR µD
CAEµ DRIVEN SELPOt FO X0.E TO FWE D UNCESILLED HOLE M WSTAIE G RE PMTW AR INSTALN ONE H BARB SHALL
NOT ODAM FORCED INTO THE PURGIR MOLE µ0 WILL BE RE. TOOTS WHEN SITE S I MILMR
METIWS ARE BEING LES AL THE M NFULLLE GTHJ FIVE T CLEANINGlA ON SITE SOTP$E FOR
AT LOCATIOILLED NS
MOELESKGNGMNTANNE EENGMlRATPRIMTL BMIXSEA No AND
µDGERLENG.
AT LLGTIONS ON TRIP
CANING C N UNINBAREANRLTPATED, SUFFICIENT SOL NASA
R BONLENGTSSMALL
BE AVCEDWIT LX SRE TO MAMAIN EARMEP WILED PROCEDURES AND
ND ME OF ON
THESE
M SOLID Bµ6 MFV BE
THELEN LENGTH
OF DRILLED
HOLE SMALL
BEATHEPEDAND MO. BY DICS
IN WE6EPAINS.
THE LENGTHCORILSHALL MALLBE VERIFIED µD NILS U BY WEIRS EQUIPMENT,. BEFORE GROWINRIEUMOG.
THE CONTRACTOR SMALL CMSMUCT TEST ALL NAILS OSmG THE SAME AL&HOM, MR PROOF
SAIL
INCUMHAUL AND WE HARE OAMEFER AS TO SE USED FOR PRLDUCIION ARIL LS THEY
FOR NT SOL
MILS SHALL BE OF WE SAMEOµERERAS WANE MR THE PPCgJCTKN Sol NMISTXEYIIEFRESEM.
To EEARL FABRICATIONACID Nµ LING
OILS
To WE E%TEMUMA PRACTICABLE AS
VIALS SHALL DE MOP FMacATED, WIG NMIB IND, BE HANDLED AND
PROTECTED IN SMALL OF USE ATURING ID COIL AXTRON O AND GRANGE W IL IN I
MILLER
THIS
S SMALL BE USED WRING WSTPIIATM iI SUPPORT FEE SOIL NAIL IN WE CENTER OF OF
MILLED WOE. MAXIMUM
OF 1SBNLR ROMMEENMA%IMEAFi5FEET ON CENTER ALONG THE LENGTH OF
THEW, µDAAfiMT LE igIMES FROM WE END OF ME CAN
PRIMSGLTO PLACEMENT.
PRIM DRILLED
BBEFREEOF GIRT, DETRIMENTAL ROCK
RADarµYUWFR DELETERIOUSORITHER
Go O.ANCES. DRILLS HOLES SHALL BE CGEAICED OF µY LOOSE FLOG FRAGMENi6, SOIL OR OINM
SUBSTANCES WHICHMAYPREVEM WEF CEP HRECOTOFTHE6ELNML W GRANT.
SUL GEOALMSCHOLGI RACED INRCULARNo WITHRECOMMMAIL orv6 OF ROTHENPN EVER INµASHWA
GEOTECXNIUI ENGINEERING SHOOTING
NO. i, ARIL NAILS SMALL BE ONG LENGTH
FASTENED IN PLACE TO
PARGENT VEMEM IN
D ILL HOLE.
µD TO pBSURE THAT TC1E WNB LENGTH OF WE STIR AlHK
CENTRNREPARLOCATED IN THE DRILL HOLE.
GROUT S-FA BE PUMPED
IWOENT
TH
GROUT SHALE 6E ACTOR FOR THAT
TPUR ITO WE sDIE HOLE THROUGH A T M DR. V WCO RGOVIBED Br ME
CONPOSE EEX WEXELIE AMR IN WE TIONOF ES NABZLG
THECED AT MSEPAW ossEGROUT WEMILLEDHLLENNMLLFILL THE WTHESdE NML GROUTSMALL BE
O OF MF MILLED HOLE ANL MALL FILL Tiff DRILLED ROLE CL WITH A OGROUTGROUT
ME
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ISMA ix0.USIM OF FOREIGN ON CHILD
ME S SMALL NOT SHALL R IN MUST
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US ULTER BUT
IE m ONE CONTINUOUS OPERATION COLD JOMS SHALL VIOL BE USED M GROIR PIALEMEM,
PROVISIONS SMALL BE MADE FOR DETERMINING THE TOP OF THE GROW TO MB ADEQUATE SOIL NMUGE.
My L AT ME EMERIM END OF THE DRILLED HOLE FOR IDN FACCAL SOIL NAILS SHALL BE
FILLEDVRTBSIIOTCfETE ANDTHESOL NMLSEWREDAT THE FACE GEMS SHOTCRETE.
ONLYTHE BONDED LENGTH OF TEST SOIL NMLS S3ALA BE GROUTED
L NAILS SMALL BE INSTALLED AND GROWN IN ME DAME WORK SORT AS THE MALTING OPERATION
AREA G SOL NAIL SMALL REM.OW CHRISTOPHER UNTIL THE MINIMUM 6PECIFlEG MART
STRENGTH HAS BEEN ATTAINED AND VERIFIED BY GROUT SUM CASTLE TESTING.
SOIL NAIL TESTING EQUIPMENT
SR NAB MQUA EM SMALL BE MONITORED BY ME USE OF A DIAL WORK CAPABLE M MEAWRWG TO RWt
INCHWE DIAL GAUGES SHALL HAVE AMINWM UM SMOKE EQUAL TD WE THEORETICALTHEORETICALEVS11C ETXGTIR OF
ME TOTAL HAS. LENGTH Was 1 INIX THE DIAL GAUGES SHALL BE ALIGNED WT011N 5 DEGREES FROM ME AXIS
HME HASH
YORMBIC JACK AND PUMP SMALL BE USED TO APPLY THE TEST LOb.
TIE JACK AND PRESSURE GAUGE MALL BE GLIBMTED BY AN INOEI4REM TESTING IAORATRY AS A UNIT.
PINES E TiAVGE SHALL BE GRAOWTED W 100 PSI IINREMENFS R 11. MR SMALL FIVE A HOME NDT
EXLMIINGTMCEMEMRIC4ATEDMAXIMUMPRESSUREDURINGTESTING M1WHISMMRANITMELOFME
L NOT BE LESS THµ TE TXEORCTLAL EAANTIC F10NGATION BF THE TOTAL NM LFNGW AT ME
MWMUM TEST LOAD PLR 1 INR. THE JACK SMLL BE CAPABLE OF APPLYING EAG1 LOAD IN LESS THµ 1
MNXIE ME CMWACttIR SMALL PROWOE A RECENT MILS SOOAYS CKIRATIM WRPES FOR TIE JUST
A. PRESSURE GµGE
THE Sig66WG EWIPMEM SHALL BE ftALED OVER LHE NAIL IN SU[X A MM4NR TH4T TE JACK. DENTING
))D'
RATES. LOAD CELL. AND STRESSING MCXOMGE AGE IN ALIGNMENT ME JOGK G V L AS MISSION. AT THE
THE TEST WILL NTH
BEGINNINGWWE TEAT ARCH THAT UNLUAGING MID REPOSITIONING OF THE JACK DURING
BE REWIRETHE
REACTION FAME SMALL BE SUFFICIENTLY RIGID AMU OF P O.. ONENSIM SUM TNT EXCESSIVE
DEFORMATM OF THE TEST A➢PNUNS REWIONG RUSSITIMING OF ANY COMPONENTS SHALL BE AVOIDEDMERE THE REACTORFILMS BEAM DIRECTLY HOME BHOTLRETE THE REACTION FTMIE SMALL BE DESIGNE➢
TO RE4RE F20MIKE OF THE SHOTCMM NO PANT OF ME RMCTM 1. SHALL BMR MW 61XLHFS
OF ME EWE OF THE TEST NM BLOCKGIN T
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Engineering Inc.
35U SAGUNTO ET BOX 486.
SANTA YNEZ CA 93E63
TEL (811I402396I
FAX: NIIN2761922
TARAV THIS ENGINEERING NET
DIUMEMS ENGINEERING. NET
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35" SAGUNTO ST. BOX 486,
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