HomeMy WebLinkAbout20210316_WithdrawalFrom:Whelan, Melinda
To:Lee, Amanda; Palencia, Ketshy
Subject:FW: Plan Check 2094-2020 - 411 Irvine Avenue
Date:Monday, March 22, 2021 9:29:33 AM
Attachments:2021.03.16 2ND PLANNING PC_RESPONSE.pdf
2021.03.16_COMBINED_BLDG_2ND PC_RESUBMITTAL.pdf
Good Morning,
PA2021-037 is withdrawing their ADU. Can you please instruct me on how to handle the PA in
Permits Plus and anything else I need to do? Thank you so much,
Melinda
From: Robert Lawrence <robert@landworksdevelopmentservices.com>
Sent: Tuesday, March 16, 2021 4:14 PM
To: Whelan, Melinda <MWhelan@newportbeachca.gov>
Subject: Plan Check 2094-2020 - 411 Irvine Avenue
[EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the
content is safe.
Hi Melinda,
Hope your day is going well.
The owners for 411 Irvine decided not to go forward with the ADU because it triggered some public
improvements they didn’t want to do.
Attached, is an updated set and correction sheet indicating a standard 2nd floor bonus room addition
with no kitchenette/sink/cooktop.
We also dropped off physical plans at the counter for you today.
Thank you,
Robert Lawrence, Architect
Landworks Development Services
760 W. 16th Street, Unit M
Costa Mesa, CA 92627
714 662 1132 office949 633 9560 cellphone
City of Newport Beach– Second Review
PLANNING Correction Response List 2
Plan Check Corrections Plan Check #: 2094-2020
Revision: 411 Irvine Avenue Date: 03/16/2021
Attention: Melinda Whelan
1. This project has no longer been declared as an Accessory Dwelling Unit. See updated A2.0 Floor
Plan & A0.0 Cover Sheet. The new sink and cooking appliance has been removed from this
project.
MANAVI RESIDENCE
SHEET INDEX
VICINITY MAP
RESIDENTIAL ADDITION
NEWPORT BEACH, CA 92663
411 IRVINE AVE.
SEAL:
REV:DESCRIPTION DATE
PROJECT ADDRESS:
SHEET TITLE:
SHEET NUMBER:LANDWORKS DEVELOPMENT760 W. 16th STREETSUITE MCOSTA MESA, CA 92627P: 949.633.9560F: 714.202.2146PROJECT NO:
DRAWN BY:
REVIEWED BY:
START DATE:
BIDD DATE:
CONST. DATE:
LW2020-23
NEWPORT
BEACH
11/02/2020
T.S.
PROJECT LOC:
R.L.
PROJECT
OWNER:MANAVI
TBD
TBD
2021_03_16_P.C._CORRECTION _2MANAVI RESIDENCE ADU ADDITION411 IRVINE AVE.NEWPORT BEACH, CA 92663C:\USERS\TREVO\LANDWORKS DROPBOX\LANDWORKS DEVELOPMENT SERVICES\2020 LANDWORKS PROJECTS\LW2020-23 MANAVI RESIDENCE\01-WORKING DRAWINGS\A0.0 COVER SHEET.DWG 3/16/2021 12:20 PM TREVOR SHELDEN PROJECT DATA
GOVERNING CODES JURISDICTION CONTACTS
BID NOTES
LEGAL DESCRIPTION
OBSERVATIONS & INSPECTIONS
PROJECT TEAMABBREVIATIONS
COVER
SHEET
A0.0
DEFERRED SUBMITTALS
SCALESITE PLAN 11/8"=1'-0"
PROJECT
NORTH
SEAL:
REV:DESCRIPTION DATE
PROJECT ADDRESS:
SHEET TITLE:
SHEET NUMBER:LANDWORKS DEVELOPMENT760 W. 16th STREETSUITE MCOSTA MESA, CA 92627P: 949.633.9560F: 714.202.2146PROJECT NO:
DRAWN BY:
REVIEWED BY:
START DATE:
BIDD DATE:
CONST. DATE:
LW2020-23
NEWPORT
BEACH
11/02/2020
T.S.
PROJECT LOC:
R.L.
PROJECT
OWNER:MANAVI
TBD
TBD
2021_03_16_P.C._CORRECTION _2MANAVI RESIDENCE ADU ADDITION411 IRVINE AVE.NEWPORT BEACH, CA 92663C:\USERS\TREVO\LANDWORKS DROPBOX\LANDWORKS DEVELOPMENT SERVICES\2020 LANDWORKS PROJECTS\LW2020-23 MANAVI RESIDENCE\01-WORKING DRAWINGS\A1.0 SITE PLAN.DWG 3/16/2021 12:20 PM TREVOR SHELDEN SITE PLAN
A1.0
SCALEDRAINAGE PLAN 21/8"=1'-0"
PROJECT
NORTH
SCALEPROPOSED 1ST FLOOR PLAN 11/4"=1'-0"
CD
SEAL:
REV:DESCRIPTION DATE
PROJECT ADDRESS:
SHEET TITLE:
SHEET NUMBER:LANDWORKS DEVELOPMENT760 W. 16th STREETSUITE MCOSTA MESA, CA 92627P: 949.633.9560F: 714.202.2146PROJECT NO:
DRAWN BY:
REVIEWED BY:
START DATE:
BIDD DATE:
CONST. DATE:
LW2020-23
NEWPORT
BEACH
11/02/2020
T.S.
PROJECT LOC:
R.L.
PROJECT
OWNER:MANAVI
TBD
TBD
2021_03_16_P.C._CORRECTION _2MANAVI RESIDENCE ADU ADDITION411 IRVINE AVE.NEWPORT BEACH, CA 92663C:\USERS\TREVO\LANDWORKS DROPBOX\LANDWORKS DEVELOPMENT SERVICES\2020 LANDWORKS PROJECTS\LW2020-23 MANAVI RESIDENCE\01-WORKING DRAWINGS\A2.0 NEW FLOOR PLAN.DWG 3/16/2021 12:20 PM TREVOR SHELDEN PROPOSED
FLOOR PLAN
A2.0
PROJECT
NORTH
SCALEPROPOSED 2ND FLOOR PLAN 21/4"=1'-0"
PROJECT
NORTH
E
E
E
E
E
E
E
E
E
SCALE1ST FLOOR UTILITY PLAN 11/4"=1'-0"
SCALEUTILITY NOTES -3/16"=1'-0"
A.F.C.I.
GFI
S+48
E
+ 18"
CD
SEAL:
REV:DESCRIPTION DATE
PROJECT ADDRESS:
SHEET TITLE:
SHEET NUMBER:LANDWORKS DEVELOPMENT760 W. 16th STREETSUITE MCOSTA MESA, CA 92627P: 949.633.9560F: 714.202.2146PROJECT NO:
DRAWN BY:
REVIEWED BY:
START DATE:
BIDD DATE:
CONST. DATE:
LW2020-23
NEWPORT
BEACH
11/02/2020
T.S.
PROJECT LOC:
R.L.
PROJECT
OWNER:MANAVI
TBD
TBD
2021_03_16_P.C._CORRECTION _2MANAVI RESIDENCE ADU ADDITION411 IRVINE AVE.NEWPORT BEACH, CA 92663C:\USERS\TREVO\LANDWORKS DROPBOX\LANDWORKS DEVELOPMENT SERVICES\2020 LANDWORKS PROJECTS\LW2020-23 MANAVI RESIDENCE\01-WORKING DRAWINGS\A2.2 UTILITY PLAN FLOOR PLAN.DWG 3/16/2021 12:20 PM TREVOR SHELDEN UTILITY
PLAN
A2.2
SCALE2ND FLOOR UTILITY PLAN 11/4"=1'-0"
PROJECT
NORTH
PROJECT
NORTH
SCALEWEST ELEVATION C1/4"=1'-0"
SCALEEAST ELEVATION D1/4"=1'-0"
SCALENORTH ELEVATION A1/4"=1'-0"
SCALESOUTH ELEVATION B1/4"=1'-0"
SEAL:
REV:DESCRIPTION DATE
PROJECT ADDRESS:
SHEET TITLE:
SHEET NUMBER:LANDWORKS DEVELOPMENT760 W. 16th STREETSUITE MCOSTA MESA, CA 92627P: 949.633.9560F: 714.202.2146PROJECT NO:
DRAWN BY:
REVIEWED BY:
START DATE:
BIDD DATE:
CONST. DATE:
LW2020-23
NEWPORT
BEACH
11/02/2020
T.S.
PROJECT LOC:
R.L.
PROJECT
OWNER:MANAVI
TBD
TBD
2021_03_16_P.C._CORRECTION _2MANAVI RESIDENCE ADU ADDITION411 IRVINE AVE.NEWPORT BEACH, CA 92663C:\USERS\TREVO\LANDWORKS DROPBOX\LANDWORKS DEVELOPMENT SERVICES\2020 LANDWORKS PROJECTS\LW2020-23 MANAVI RESIDENCE\01-WORKING DRAWINGS\A4.0 EXT ELEVATIONS.DWG 3/16/2021 12:20 PM TREVOR SHELDEN EXTERIOR
ELEVATIONS
A4.0
WINDOW SCHEDULE
DOOR SCHEDULE
1 HOUR WALL DETAIL BRICK VENEER WALL DETAIL
DRYWALL DETAIL PLASTER WALL DETAIL
SEAL:
REV:DESCRIPTION DATE
PROJECT ADDRESS:
SHEET TITLE:
SHEET NUMBER:LANDWORKS DEVELOPMENT760 W. 16th STREETSUITE MCOSTA MESA, CA 92627P: 949.633.9560F: 714.202.2146PROJECT NO:
DRAWN BY:
REVIEWED BY:
START DATE:
BIDD DATE:
CONST. DATE:
LW2020-23
NEWPORT
BEACH
11/02/2020
T.S.
PROJECT LOC:
R.L.
PROJECT
OWNER:MANAVI
TBD
TBD
2021_03_16_P.C._CORRECTION _2MANAVI RESIDENCE ADU ADDITION411 IRVINE AVE.NEWPORT BEACH, CA 92663C:\USERS\TREVO\LANDWORKS DROPBOX\LANDWORKS DEVELOPMENT SERVICES\2020 LANDWORKS PROJECTS\LW2020-23 MANAVI RESIDENCE\01-WORKING DRAWINGS\A7.0 SCHEDULES.DWG 3/16/2021 12:20 PM TREVOR SHELDEN DOOR/WINDOW
SCHEDULE
A7.0
WALL TYPES
EXTERIOR TREAD TOP 12
EXTERIOR TREAD BOTTOM 11
EXTERIOR STAIR SECTION 10 EAVE 1
RIDGE / HIP TYPICAL 6
VENT THROUGH ROOF 5
EAVE AT POST & BEAM 4DOOR HEAD INTERIOR 7
DOOR SILL INTERIOR 9
ARCHITECTURAL
DETAILS
RAILING DETAIL 3
DOOR JAMB INTERIOR 8
A8.0
SEAL:
REV:DESCRIPTION DATE
PROJECT ADDRESS:
SHEET TITLE:
SHEET NUMBER:LANDWORKS DEVELOPMENT760 W. 16th STREETSUITE MCOSTA MESA, CA 92627P: 949.633.9560F: 714.202.2146PROJECT NO:
DRAWN BY:
REVIEWED BY:
START DATE:
BIDD DATE:
CONST. DATE:
LW2020-23
NEWPORT
BEACH
11/02/2020
T.S.
PROJECT LOC:
R.L.
PROJECT
OWNER:MANAVI
TBD
TBD
2021_03_16_P.C._CORRECTION _2MANAVI RESIDENCE ADU ADDITION411 IRVINE AVE.NEWPORT BEACH, CA 92663C:\USERS\TREVO\LANDWORKS DROPBOX\LANDWORKS DEVELOPMENT SERVICES\2020 LANDWORKS PROJECTS\LW2020-23 MANAVI RESIDENCE\01-WORKING DRAWINGS\A8.0_ARCH DETAILS.DWG 3/16/2021 12:21 PM TREVOR SHELDEN ROOF INSULATION 2
FOUNDATION PLAN SCALE: 1/4"=1'-0"616'-0"616'-0"614'-0"68'-0"11SD-114SD-5HTT521SD-1.1Le=9"HTT523SD-1.1STHD1010SD-1STHD1010SD-114SD-16SD-1.111SD-123SD-1.1HDU521SD-1.111SD-12'-6" SQ. X12" THKPAD W/ (4) #4 EA.WAY AT BTM6SD-1.116SD-1.1STHD1010SD-121SD-1.1Le=9"16SD-1.13'-6"SQ. X12" THKPAD W/ (5) #4 EA.WAY AT BTM12SD-1.1HTT5STHD1010SD-13'-6" SQ. X12" THKX24" MIN. DEEP PADW/ (5) #4 EA. WAYAT BTM6SD-1.121SD-1.117SD-1Le = 9"Le STARTS AT TOP OFFOOTING, NOT TOP OFCURB (TYP. AT ALL DETAIL21/SD-1.1 CALLOUTS)HARDY HFX15X81-1/8"Ø STD1HFX-114SD-1.121SD-1.1Le = 9"HDU5PROVIDE NEW CURBPER DETAIL 12/SD-1.1PROVIDE NEW CURBPER DETAIL 12/SD-1.121SD-1.1Le=9"HTT5Le=9"30"30"36"36"SIM.Le=14"HARDY HFX15X81-1/8"Ø STD1HFX-114SD-1.130"30"36"36"SIM.Le=14"18" THK PAD W/ #4BARS AT 4" O.C. EA.WAY AT BTM. INSTALLPAD UNDER (E) FT'GPER DETAIL 14/SD-1.118" THK PAD W/ #4BARS AT 4" O.C. EA.WAY AT BTM. INSTALLPAD UNDER (E) FT'GPER DETAIL 14/SD-1.16SD-1.1PROVIDE NEW CURBPER DETAIL 12/SD-1.19SD-1.1DEEPEN FOOTING/PADPER DETAIL 9/SD-1.1EXISTING FOOTINGTO REMAIN1EXISTING SLABTO REMAIN1EXISTING FOOTINGTO REMAIN1EXISTING FOOTINGTO REMAIN1EXISTING FOOTINGTO REMAIN1FOUNDATION PLAN
S1SHEET NO.PROJECT NO.FIRST SUBMITTAL DATESTAMP1401 DOVE STREET, SUITE 520NEWPORT BEACH, CA 92660PH: (949) 502-5323MOR ENGINEERS, 2021. THESE DRAWINGS AND THE ACCOMPANYING CALCULATIONS ARE THE EXCLUSIVE PROPERTY OF MOR ENGINEERS AND MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE ENGINEER PLOT DATE: 02-01-2021
MANAVI RESIDENCE
411 IRVINE AVE.
NEWPORT BEACH, CA 926632093 FOUNDATION PLAN NOTES1.REFER TO SHEETS SN AND SD-1 FOR TYPICAL NOTES AND DETAILS.2.FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. VERIFY DIMENSIONSWITH ARCHITECTURAL PLANS AND WITH EXISTING CONDITIONS PRIOR TO THESTART OF ANY CONSTRUCTION. NOTIFY THE ARCHITECT ANDENGINEER-OF-RECORD FOR ANY DISCREPANCIES.3.ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL BE SECURED WITH5/8" DIAMETER ANCHOR BOLTS WITH A MAXIMUM SPACING OF 72" O.C. REFERTO FOUNDATION PLAN FOR ANCHOR BOLT SIZE AND SPACING AT SHEARWALLS. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATIONPLATE 12" OR LONGER WITH ONE BOLT LOCATED NOT MORE THAN 12" ANDNOT LESS THAN 8" OF EACH END OF EACH PIECE. ANCHOR BOLTS SHALL BEGALVANIZED IF SET CORROSIVE PRESERVATIVE TREATED LUMBER. ANCHORBOLTS MAY BE WET SET DURING PLACEMENT OF CONCRETE. REFER TO DETAIL5/SD-1 FOR ADDITIONAL REQUIREMENTS.4.ALL INTERIOR NON-BEARING AND NON-SHEAR WALLS AND PARTITIONS WHEREANCHOR BOLTS ARE NOT NOTED ARE TO BE SECURED WITH SHOT PINS U.N.O.PINS SHALL BE 0.145" DIA. X 2.875" SHANK LENGTH (HILTI X-CP 72 P8 S23; ICCESR-2379/LARR #25708) WITH METAL PLATE WASHER AT 36" O.C. THERE SHALL BEA MINIMUM OF TWO FASTENERS PER PIECE OF FOUNDATION PLATE 16" ORLONGER WITH ONE FASTENER LOCATED 6" FROM EACH END OF EACH PIECE.5.ALL HOLD DOWNS AND EMBEDDED STRAPS SHALL BE INSTALLED PER DETAILS9/SD-1 AND 10/SD-1. REFER TO FRAMING PLANS FOR LOCATIONS OFHARDWARE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINETHEIR EXACT LOCATION.6.INSTALL ALL FOUNDATION HARDWARE PER THE MANUFACTURERSRECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDEANCHOR EMBEDMENT AT HOLD DOWN LOCATIONS. ALL FOUNDATIONHARDWARE (EXCEPT WET SET ANCHOR BOLTS) SHALL BE SECURED AND TIED INPLACE PRIOR TO FOOTING INSPECTION AND PLACEMENT OF CONCRETE.7.REFER TO DETAIL 1/SD-1 FOR CONVENTIONAL REINFORCING BAR, STIRRUP ANDTIE BENDS.8.REFER TO DETAIL 2/SD-1 FOR LAPPING OF CONVENTIONAL REINFORCING.9.REFER TO DETAIL 3/SD-1 FOR TRENCHES ADJACENT TO FOUNDATIONS.10.REFER TO DETAIL 20/SD-1 FOR SETBACK TO SLOPE CLEARANCES.11.REFER TO THE SOILS REPORT(S) FOR ANY PAD PREPARATION AND PRESATURATION REQUIREMENTS.12.THE FLOOR SLAB SHALL BE POURED LEVEL TO WITHIN 1/8 INCH IN 10 FEET.13.THE FLOOR SLAB AND FOUNDATION MAY BE POURED MONOLITHICALLY (AT THESAME TIME) OR IN TWO POURS WITH A COLD JOINT BETWEEN AT THECONTRACTOR'S OPTION. DETAILS IN GENERAL ARE SHOWN USING TWO POURS.14.FLAT WORK (PATIOS, STOOPS, PORCHES, DRIVEWAYS AND SIMILAR FEATURES)MAY BE DOWELED TO THIS FOUNDATION WITH #3 DOWELS X 3 FEET LONG AT 2FEET ON CENTER. DOWELS SHOULD EXTEND AT LEAST 1 FOOT 4 INCHES INTOEACH POUR. IT IS NOT THE INTENT OF THESE DRAWINGS TO SPECIFY FLAT WORK.15.SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION.NEW FOOTINGEXISTING FOOTINGINDICATES STRAP/HOLDOWN TO BE INSTALLEDON SIDE OF POST AS SHOWNFOUNDATION LEGEND1PLAN CHECK CORRECTIONS01-10-2021
6" MIN (12"
AT VENEER)1-1/2" BLOWOUTOR AS REQ'DFOR VENEER(MIN 3")WIDTH PER"A/SD-1"DEPTH PER "A/SD-1"
FROM TOP OF
LOWEST GRADE
FTG TOP & BTM REINFORCEMENT PERA/SD-1 (TOP REINF. TO BE 2" BLWSLAB); SEE ALT. LOCATION FOR TOPREINF. WHERE COLD JOINT OCCURSBASE AND VAPORBARRIER PER A/SD-1CONCRETE SLAB PERA/SD-1AT COLD JOINT, PROVIDE #4 AT 18" O.C.(OR MATCH SLAB REINF. SPACING IFTIGHTER). EMBED 24" INTO SLAB AND TOBTM OF FTG (W/ 3" CLR)F.G.8" MIN.FORMBOARDANCHORBOLT3" CLR.
TYP.3"CLR.TYP.COLD JOINT IFOCCURSPOST PER PLAN (PROVIDE E.N.WHERE SHEATHING RUNSOVER POST)HOLDOWN PER PLANLe
AT HDU8/11/14 HOLDOWNS, PROVIDE (2)#5 BARS T&B(#4 FOR HDU8) (L=4'-0" EA. SIDE OF HD BOLT). FTGREINF. MAY BE USED IF EQUAL OR LARGER SIZE(1)#4 (L=4'-0" EA. SIDE OF HOLDOWNBOLT). PLACE 3" BELOW TOP OFSLAB (WHERE COLD JOINT OCCURS,PLACE 3" BELOW COLD JOINT)12" MIN.12" MIN.Le COLD JOINT IFOCCURS24" MIN. AT HDU11 OR HDU14
HOLDOWNS (EXTEND FOR 4'-0"
EA. SIDE OF HD BOLT). WHERE NO
COLD JOINT OCCURS, START 24" FROM TOP OF FTG
3"
MIN.
3"HOLDOWN SCHEDULEHOLDOWNHTT5HDU5HDU8HDU11BOLTDIAM.HDU145/8"5/8"7/8"1"1"SIMPSONBOLTSSTB24SSTB24SSTB34SB1X30SB1X30LENGTH25-5/8"25-5/8"34-7/8"30"30"Le20-5/8"20-5/8"28-7/8"24"24"NOTE:1.CENTER OF SB/SSTB BOLT TO BE MIN. 1-3/4" AWAY FROM EDGE OF CONCRETE2.SB/SSTB BOLT IS TO BE INSTALLED AT A 45° ANGLE TO THE DIRECTION OF THE FOUNDATION3.USE SSTBL FOR HDU HOLD DOWNS TO BE INSTALLED ON 2-2X OR 3X SILL PLATE4.PRIOR TO WRAPPING STRUCTURE, HOLDOWNS SHALL BE FINGER-TIGHT AND 1/2 WRENCH TURNWHERE HD BOLT IS NEARCORNER, EXTEND BENTRE-BAR 4'-0"HD BOLT4'-0"RE-BARTOP OF FTGBTM REINF. AT FTGBTM OF TYP. FTG(2)#5 AT DEEPENDFTG FOR HDU11/14BTM. OFDEEPENED FTGFOR HDU11/14COLD JOINT IFOCCURSWHERE COLD JOINT OCCURS, FTGTOP REINF. TO BE 2" BLWCOLD-JOINTTOP REINF. AT FTG(IF NO COLD JOINT)TOP REINF. AT FTG(IF COLD JOINT)(1)#4 (IF NO COLD JOINT)(1)#4 (IF COLD JOINT)24" MIN. AT HDU11 OR HDU14
HOLDOWNS (EXTEND FOR 4'-0"
EA. SIDE OF HD BOLT)WHERE FTG IS DEEPENED FOR HDU11 OR HDU14HOLDOWN, PROVIDE (2)#5 BARS AT BTM. OF FTG & LAPTYP. FTG BTM. REINF. PER DETAIL 1/SD-1WIDTH PER"A/SD-1"DEPTH PER "A/SD-1"
FROM TOP OF
LOWEST GRADE
FTG TOP & BTM REINFORCEMENT PERA/SD-1 (TOP REINF. TO BE 2" BLWSLAB); SEE ALT. LOCATION FOR TOPREINF. WHERE COLD JOINT OCCURSBASE AND VAPORBARRIER PER A/SD-1CONCRETE SLAB PERA/SD-1AT COLD JOINT, PROVIDE #4 AT 18" O.C.(OR MATCH SLAB REINF. SPACING IFTIGHTER). EMBED 24" INTO SLAB AND TOBTM OF FTG (W/ 3" CLR)ANCHORBOLT3" CLR.
TYP.3"CLR.TYP.WHERE COLD JOINT OCCURS, FTGTOP REINF. TO BE 2" BLWCOLD-JOINTCOLD JOINT IFOCCURS6" MIN (12"
AT VENEER)1-1/2" BLOWOUTOR AS REQ'DFOR VENEER(MIN 3")WIDTH PER"A/SD-1"DEPTH PER "A/SD-1"
FROM TOP OF
LOWEST GRADE
FTG TOP & BTM REINFORCEMENT PERA/SD-1 (TOP REINF. TO BE 2" BLWSLAB); SEE ALT. LOCATION FOR TOPREINF. WHERE COLD JOINT OCCURSBASE AND VAPORBARRIER PER A/SD-1CONCRETE SLAB PERA/SD-1AT COLD JOINT, PROVIDE #4 AT 18" O.C.(OR MATCH SLAB REINF. SPACING IFTIGHTER). EMBED 24" INTO SLAB AND TOBTM OF FTG (W/ 3" CLR)F.G.8" MIN.FORMBOARDANCHORBOLT3" CLR.
TYP.3"CLR.TYP.WHERE COLD JOINT OCCURS, FTGTOP REINF. TO BE 2" BLWCOLD-JOINTCOLD JOINT IFOCCURS(1)#4 (2"FROM TOPOF CURB"6" WIDE STEM (8" WHERE CURB IS >12" TALL ORWITH TWO OR MORE STORIES ABOVE) W/ #4HORIZ. AT 16" O.C. WHEN CURB IS >16" TALL#4 VERT. AT 16" O.C. WHEN CURB IS >12" TALLWIDTH PER PLANDEPTH PER "A/SD-1"FROM TOP OFLOWEST GRADE
BASE AND VAPORBARRIER PER A/SD-1AT COLD JOINT, PROVIDE #4 AT18" O.C. (OR MATCH SLAB REINF.SPACING IF TIGHTER). EMBED 24"INTO SLAB AND TO BTM OF FTG(W/ 3" CLR)F.G.12" THICKU.N.O.3" CLR.TYP.REINF. PER PLANDEPTH PER "A/SD-1"FROM TOP OFLOWEST GRADE COLD JOINT IFOCCURSWIDTH PER PLAN3" CLR.TYP.COLD JOINT IFOCCURSAT COLD JOINT, PROVIDE #4 AT18" O.C. (OR MATCH SLAB REINF.SPACING IF TIGHTER). EMBED 24"INTO SLAB AND TO BTM OF FTG(W/ 3" CLR)REINF. PER PLANBASE AND VAPORBARRIER PER A/SD-16" MIN (12"AT VENEER)1-1/2" BLOWOUTOR AS REQ'DFOR VENEER(MIN 3")WIDTH PER"A/SD-1"DEPTH PER "A/SD-1"FROM TOP OFLOWEST GRADEFTG TOP & BTM REINFORCEMENT PERA/SD-1 (TOP REINF. TO BE 2" BLWSLAB); SEE ALT. LOCATION FOR TOPREINF. WHERE COLD JOINT OCCURSBASE AND VAPORBARRIER PER A/SD-1CONCRETE SLAB PERA/SD-1AT COLD JOINT, PROVIDE #4 AT 18" O.C.(OR MATCH SLAB REINF. SPACING IFTIGHTER). EMBED 24" INTO SLAB AND TOBTM OF FTG (W/ 3" CLR)3" CLR.TYP.3"CLR.TYP.COLD JOINT IFOCCURSWHERE COLD JOINT OCCURS, FTGTOP REINF. TO BE 2" BLWCOLD-JOINTF.G.FORMBOARDDRIVEWAYSLABWIDTH PER"A/SD-1"DEPTH PER "A/SD-1"
FROM TOP OF
LOWEST GRADE
FTG TOP & BTM REINFORCEMENT PERA/SD-1 (TOP REINF. TO BE 2" BLWSLAB); SEE ALT. LOCATION FOR TOPREINF. WHERE COLD JOINT OCCURSBASE AND VAPORBARRIER PER A/SD-1CONCRETE SLAB PERA/SD-1AT COLD JOINT, PROVIDE #4 AT 18" O.C.(OR MATCH SLAB REINF. SPACING IFTIGHTER). EMBED 24" INTO SLAB AND TOBTM OF FTG (W/ 3" CLR)ANCHORBOLT3" CLR.
TYP.3"CLR.TYP.WHERE COLD JOINT OCCURS, FTGTOP REINF. TO BE 2" BLWCOLD-JOINT2"COLD JOINT IFOCCURS12" MAX
STEP CONCRETE SLABPER A/SD-14"THICKNESS IFCALLED OUTON PLANS
AFOUNDATION SCHEDULE11EXTERIOR FOOTING16GARAGE DRIVEWAY21COLUMN FOOTING1BAR BENDS12INTERIOR FOOTING17PAD FOOTING22BOX COLUMN FOOTING2FOOTING INTERSECTIONS13GARAGE CURB FOOTING19CONTROL JOINT3GRADING10STRAP14GARAGE TO HOUSE FTGF.G.8" MIN.12" THICKU.N.O.DEPTH PER "A/SD-1"FROM TOP OFLOWEST GRADEWIDTH PER PLAN3" CLR.TYP.REINF. PER PLANCOLD JOINT#4 HAIR PIN BENT BARAT COLD JOINTF.G.8" MIN.12" THICKU.N.O.DEPTH PER "A/SD-1"FROM TOP OFLOWEST GRADEWIDTH PER PLAN3" CLR.TYP.REINF. PER PLANCOLD JOINT#4 HAIR PIN BENT BARAT COLD JOINT2"POST BASE PER PLANPOST PER PLAN1" THICKGROUTFLATWORK PERARCHITECTFLATWORK PERARCHITECT(2) 58" DIAM. X 7" LONGANCHOR BOLTS AT EA.MUDSILL18"15" 15 mil18"15"#4 Bars at 16" oc E / W(2) #5 top / (2) #5 bott.4"FOUNDATIONS: SIZE, DEPTH AND REINFORCEMENT OF CONTINUOUS FOOTINGS SHALL BE AS FOLLOWSUNLESS NOTED OTHERWISE ON PLANS:Floor slab. Place slab reinforcement above center line and below upper 1/3 of slab thickness.Reinforcement shall be chaired and tied in place prior to placement of concrete. Sand shall bedampened prior to placement of concrete. Slab and sand thickness' given are actual not nominalNote:1.Saturate the soil 18-in. deep before placing the concrete slab.2.AT non-conditioned areas such as garages, vapor barrier may be omitted as well as lowerlayer of 2" sand (upper layer still remains)3.2" of sand over a 4" thick base of 1/2" dia. or larger clean aggregate.SEE NOTE 3ThicknessFloor SlabLower baseBarrierFloor SlabReinforcementlayerExterior footings"W""D"Interior footingTypical Reinforcement"D""W"Upper baselayer2" of sandNote:1.Foundations shall be per schedule U.N.O. on plans at specific locations.2.Line indicates extent of additional foundation reinforcement in addition to typicalreinforcement. ( ).VaporWIDTHDEPTHWIDTHDEPTH"T"Typical Reinforcement41INDEXEXPANSION"I"41INDEXEXPANSION"I"(2) #5 top / (2) #5 bott.BAR SIZECONCRETELAP LENGTHMASONRYLAP LENGTH#4#5#6#7#819"29"41"54"74"21"39"47"68"78"STANDARD HOOKS90° BEND180° BENDSTIRRUP AND TIE HOOKSBAR SIZEMIN. DIAMETER (D)NO. 3 THROUGH NO. 86d8d10dD4d OR2-1/2" MINDDD12d45° BENDNO. 14 AND NO. 18NO. 9, NO. 10, AND NO. 1190° BENDD6d AT NO. 5 AND SMALLER12d AT NO. 6, 7, AND 8135° BENDD6d AT NO. 8 AND SMALLER"d""d""d""d"LAP LENGTH1" CLR.61TYP. LAP SPLICECONCRETE EMBEDMENTWITH HOOKSTRAIGHT BAR12"13"16"18"21"12"18"24"33"43"HOOK BAR ATINTERSECTIONSHOOK BARAT ENDSAT ENDSHOOK BARINTERSECTIONSHOOK BAR ATCORNER, SINGLE BARINTERSECTION, SINGLE BARCORNER, DOUBLE BARINTERSECTION, DOUBLE BARREINF. PER PLANHOOK BARS TOFAR SIDE OFFOOTINGREINF. PER PLANHOOK BARS TOFAR SIDE OFFOOTINGCONT. CONC.FTG. OR WALLCONT. CONC.FTG. OR WALLFOOTING10'-0"TRENCH12"21GRADE21TRENCH3'-0"IMAGINARY POINT OF REFERENCE(1'-0"ABOVE) BOTTOM OF EXCAVATIONCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SIDE OF ALL TRENCHES AND EXCAVATIONSFROM CAVING IN UNTIL ALL BACKFILLING IS COMPLETE. BACKFILL AS REQ'D BY SOILS REPORT OR CIVILENGINEER'S DRAWINGS.MAINTAIN SOIL AT SIDE OF FOOTINGBOTTOM OF TRENCH OR EXCAVATION SHALLNOT EXTEND BELOW THIS LINEWHERE UTILITIES PASS BELOW PERIMETERFOUNDATION BACK FILL WITH NATIVESOIL OR CONCRETE FROMFOUNDATION POURSETBACK TO SLOPECAUTION:NOTE:CONTRACTOR RESPONSIBLE FOR PREVENTING TRENCH FROM CAVING IN.9HOLDOWN5ANCHOR BOLTS10" LONG ANCHOR BOLTS AT 2XPLATES AND 12" LONG ANCHORBOLTS AT 3X PLATESSQUARE PLATE WASHERSFOUNDATIONHOOK: BOLT LENGTHCAST INANCHORBOLT SIZEMINIMUMENDDISTANCEMIN. EDGEDISTANCEMINIMUMPLATESIZEMINIMUMDISTANCEBETWEENBOLTSSQUARE PLATE WASHERSIZEBORINGTHRUPLATETO CONC.TO WOODSIDEIDTHICKNESS1/2"5/8"3/4"7/8"1"1"-2"2"-2-1/2"2"-2-1/2"3"3-1/2"1/2"5/8"3/4"7/8"1"3-1/2"4-3/8"5-1/4"6-1/8"7"1-3/4"1-3/4"1-3/4"2-1/2"2-1/2"3/4"1"1-1/8"1-3/8"1-1/2"2x42x42x42x62x63"3"3"4"4"3"3"3"3"3-1/2"9/16"11/16"13/16"15/16"1-1/16"0.229"5/16"5/16"3/8"9/16"11/16"13/16"5/16"1-1/16"DIAGONALSLOTW11/16"13/16"15/16"17/16"19/16"SQUARE PLATE WASHER W/DIAGONAL SLOT, STANDARD CUTWASHER REQUIRED WITHDIAGONAL SLOT1-3/4"MAX.WROUNDSLOT45°7" MIN
EMBED EDGEDISTANCEMIN. EDGEDISTANCETO WOODMIN. DIST.BETWEEN BOLTSMIN. EDGE
DISTANCE
TO WOODSILL PLATESQUARE PLATEWASHERPLAN VIEW0.229"PLATE WASHER SHALL EXTENDTO WITHIN 1/2" OF THE EDGE OFTHE BOTTOM PLATE OF THESHEATHED SIDE.1.WHERE ANCHOR BOLTS ARE MISPLACED, THE ALTERNATIVES ARE:1.USE F1554/A307 GRADE 36 MIN. ALL-THREAD ROD W/ SIMPSON SET-XP (SPECIAL INSPECTIONREQ'D). MATCH DIAMETER OF MISPLACED ANCHOR BOLT. FOR 58" DIAM. A.B., EMBED 6" INTOCONCRETE AND FOR 34" DIAM. A.B., EMBED 7" INTO CONCRETE. PROVIDE A MINIMUM OF 2" OFFULLY-THREADED PORTION ABOVE NUT2.USE SIMPSON TITEN HD SCREW ANCHORS (SPECIAL INSPECTION REQ'D). MATCH DIAMETER OFMISPLACED ANCHOR BOLT. EMBED 4.5" MIN. INTO CONCRETE AND PROVIDE HEX WASHER HEAD(SEE TABLE ABOVE FOR REQ'D SIZE)FOR HTT5/HDU5/HDU8HOLDOWNSCOLD JOINT IFOCCURS3" CLR.
TYP.
4" BLW
COLD JOINT
Le
(1)#4. PLACE 4" BLW OFCONCRETE (L=2'-6" EA.SIDE OF STRAP) (SEE ALTLOCATION IF COLDJOINT OCCURS)WHERE COLD JOINT OCCURS,PROVIDE (1)#4 AT THIS LOCATION(L=2'-6" EA. SIDE OF STRAP)STRAP PERPLANPOST PER PLAN(PROVIDE E.N. WHERESHEATHING RUNS OVERPOST)STRAP SCHEDULEHOLDOWNSTHD10STHD14NAILS(28) 16D SINKER (30) 16D SINKER Le10"14"NOTE:1. STRAP TO BE MIN. 12" AWAY FROMEDGE/CORNER OF FOOTING2. WHERE STRAP IS CLOSER TOCORNER, BEND #4 REBAR (EXTENDMIN 2'-0" AT BEND)12" MINU.N.O.DEPTH TO MATCHEDGE OF FTG(2)#4 BARS (U.N.O.) T&B. EMBED3'-0" MIN INTO ADJ. FOOTING ON EA.END (FULL EMBEDMENT INTO PADFTG)3" CLR.TYP.12" MINU.N.O.3"MIN F.G.CURB BEYOND IF OCCURSTIE BEAMDEPTHOF SLAB TOOLED OR SAWCUTCONTROL JOINT (CJ)FOR 14 DEPTH OF SLABCONCRETE SLAB PERA/SD-1INDUCED CRACKNOTE: TOOLING ORSAWCUT SHALL BE MADEON SAME DAY AS POUR1823PIPE AT FOOTING20TOE OF SLOPETOE OF SLOPE1<3H/2*STABILIZATIONPILES/DEEPFOUNDATIONH/3H/3TOP OF SLOPEFACE OF FOOTINGPROPOSEDSTRUCTURESHH/3 BUT NEED NOTEXCEED 40 FEET(12192 mm) MAX.H/2 BUT NEED NOTEXCEED 15 FEET(4572 mm) MAX.GRADING SETBACKS2"CLR.D PIPESLEEVE PIPEDIA. = 2"D FOOTINGREINF.PIPE1'-0"MIN.CLEAR OF TOP AND BOTTOM REINF.MAX. OUTSIDE DIAMETER PIPE SIZE PENETRATINGFOOTING IS 4" OR D/4 MAX.GROUP MAX. OF 2 PIPES TOGETHER IN 10'-0" SPANCONTRACTOR SHALL OBTAIN STRUCTURALENGINEER'S APPROVAL FOR OTHER CONFIGURATIONS1.2.3.BELOW BOTTOM OF FOOTINGD12"6"1'-0"MAX.11PIPESLEEVE PIPEDIA. = 2"D6"2"CLR.11MATCH FOOTINGBOTTOM REINF.PIPESLEEVE PIPEDIA. = 2"CLOSE TO BOTTOM OF FOOTINGAT BOTTOM REINF.1STHD10/14 LISTINGIS PER ICC ESR-29201SHEET NO.PROJECT NO.FIRST SUBMITTAL DATESTAMP1401 DOVE STREET, SUITE 520NEWPORT BEACH, CA 92660PH: (949) 502-5323MOR ENGINEERS, 2021. THESE DRAWINGS AND THE ACCOMPANYING CALCULATIONS ARE THE EXCLUSIVE PROPERTY OF MOR ENGINEERS AND MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM THE ENGINEER PLOT DATE: 02-01-2021
MANAVI RESIDENCE
411 IRVINE AVE.
NEWPORT BEACH, CA 926632093FOUNDATION DETAILS
SD-11PLAN CHECK CORRECTIONS01-10-2021
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