|
SYMBOL DESCRIPTION
<br />@ AT
<br />AB ANCHOR BOLT
<br />ABV ABOVE
<br />ACI AMERICAN CONCRETE INSTITUTE
<br />AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
<br />ALT ALTERNATIVE / ALTERNATE
<br />ARCH ARCHITECT / ARCHITECTURAL
<br />ASTM AMERICAN STANDARD FOR TESTING AND MATERIALS
<br />AWS AMERICAN WELDING SOCIETY
<br />B, (B), BOT BOTTOM
<br />BM BEAM
<br />BN BOUNDARY NAIL
<br />BLDG BUILDING
<br />BLK BLOCKING
<br />BRG BEARING
<br />CANT CANTILIEVER
<br />CB CEILING BEAM
<br />CGS CENTEROID OF TENDON
<br />CIP CAST IN PLACE
<br />CBC CALIFORNIA BUILDING CODE
<br />CJ CONSTRUCTION JOINT / CEILING JOIST
<br />CL CENTERLINE
<br />CLG CEILING
<br />CLR CLEAR
<br />CMU CONCRETE MASORNY UNIT
<br />CONST CONSTRUCTION
<br />CONT CONTINUOUS
<br />CTR CENTER
<br />DIA DIAMETER
<br />DIM DIMENSION
<br />DJ DECK JOIST
<br />DL DEAD LOAD
<br />DWG DRAWING(S)
<br />EXIST, (E)EXISTING
<br />EA EACH
<br />EF EACH FACE
<br />ELEV ELEVATION
<br />ENGR ENGINEER
<br />EQ EQUAL
<br />EW EACH WAY
<br />FF FINISH FLOOR
<br />FLR FLOOR
<br />FND FOUNDATION
<br />FOB FACE OF BEAM
<br />FOC FACE OF CONCRETE / FACE OF COLUMN
<br />FOM FACE OF MASONRY
<br />FOW FACE OF WALL
<br />FTG FOOTING
<br />GA GAUGE
<br />GALV GALVANIZED
<br />GB GRADE BEAM
<br />GLB GLU LAM BEAM
<br />HT HEIGHT
<br />HD HOLD DOWN
<br />HDR HEADER
<br />HGR HANGER
<br />HORIZ HORIZONTAL
<br />H.P.HIGH POINT
<br />HSS HOLLOW STRUCTURAL STEEL
<br />ID INSIDE DIAMTER
<br />IF INSIDE FACE
<br />INT INTERIOR
<br />JST JOIST
<br />JT JOINT
<br />K KIPS
<br />KS KING STUD
<br />LGS LIGHT GAUGE STUDS
<br />LL LIVE LOAD
<br />LP LOW POINT
<br />LVL LAMINATED VENEER LUMBER
<br />LSL TIMBERSTRAND
<br />MANUF MANUFACTURER / MANUFACTURED
<br />MAX MAXIMUM
<br />MB MACHINE BOLT
<br />MD MID-DEPTH
<br />MECH MECHANICAL
<br />MID MIDDLE
<br />MIN MINIMUM
<br />MISC MISCELLANEOUS
<br />ML MICROLLAM
<br />MULT MULTIPLE
<br />N, (N)NEW
<br />NA NATURAL AXIS
<br />NO.,#NUMBER
<br />NG NATURAL GRADE
<br />NTS NOT TO SCALE
<br />O/OVER
<br />O.C.ON CENTER
<br />OD OUTSIDE DIAMETER
<br />OF OUTER FACE
<br />OPP OPPOSITE
<br />ORIG ORIGINAL
<br />PERP PERPENDICULAR
<br />PL PARALLAM / PLATE
<br />PSL PARALLEL-STRAND LUMBER
<br />PT POST-TENSION
<br />PTDF PRESSURE TREATED DOUGLAS FIR
<br />PLYWD PLYWOOD
<br />RD ROOF DRAIN
<br />RR ROOF RAFTER
<br />REINF REINFORCEMENT
<br />REQ REQUIRED / REQUIREMENT
<br />SCHED SCHEDULE
<br />SEL SELECT
<br />SHTG SHEATHING
<br />SIM SIMILAR
<br />SOG SLAB-ON-GRADE
<br />SPECS SPECIFICATIONS
<br />SQ SQUARE
<br />STAGG STAGGER(ED)
<br />STD STANDARD
<br />STL STEEL
<br />STRUCT STRUCTURAL
<br />SW SHEAR WALL
<br />SWAB SHEAR WALL & ANCHOR BOLT SCHEDULE
<br />SYM SYMMETERICAL
<br />T TOP
<br />T&G TONGUE AND GROOVE
<br />TOC TOP OF CURB
<br />TOS TOP OF SLAB OR TOP OF STEEL
<br />TP TOP PLATES
<br />TS TIMBERSTRAND
<br />TYP TYPICAL
<br />U.N.O.UNLESS NOTED OTHERWISE
<br />VERT VERTICAL
<br />VTR VENT TO ROOF
<br />WD WOOD
<br />WT WEIGHT
<br />W/WITH
<br />W/O WITHOUT
<br />DESIGN INFORMATION (CBC 2022)GARFIELD RESTORATION / REMODEL
<br />829 N. GARFIELD STREET
<br />SANTA ANA, CA 92701
<br />GENERAL NOTESABBREVIATIONS DRAWING INDEX
<br />DEAD LOADS
<br />PROJECT TEAM
<br />VICINITY MAP
<br />N.T.S
<br />WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING GENERAL REQUIREMENTS UNLESS NOTED
<br />ON PLANS OR SPECIFICATIONS:
<br />1.BUILDING CODE - 2022 CALIFORNIA BUILDING CODE (CBC) & 2022 CALIFORNIA EXISTING BUILDING
<br />CODE (CEBC) WITH APPLICABLE CITY AMENDMENTS.
<br />2.ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND
<br />PROTECTIVE GOVERNING THE SITE OF WORK.
<br />3.STANDARD SPECIFICATIONS OF ASTM AS NOTED HEREIN AND AS REQUIRED BY THE BUILDING
<br />CODE.
<br />4.ALL WORK NEEDS TO BE PERFORMED BY QUALIFIED AND EXPERIENCED CONTRACTORS
<br />FAMILIAR WITH THIS TYPE OF PROJECT CONSTRUCTION.
<br />5.IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
<br />6.ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF
<br />THE CONTRACTOR AND SUB-CONTRACTORS. REFER TO NOTED DIMENSIONS. DO NOT SCALE
<br />DRAWINGS FOR DIMENSIONS.
<br />7.ENGINEER OR ARCHITECT OF RECORD IS TO BE NOTIFIED IMMEDIATELY BY THE CONTRACTOR
<br />SHOULD ANY QUESTION ARISE OR ANY DISCREPANCY BE FOUND PERTAINING TO THE WORKING
<br />DRAWINGS AND/OR SPECIFICATIONS.
<br />8.NO DEVIATIONS FROM THESE REQUIREMENTS AND STRUCTURAL DETAILS SHALL BE MADE
<br />WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD (EOR). APPROVAL BY THE
<br />INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS AND
<br />SPECIFICATIONS.
<br />9.THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY
<br />SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN
<br />CONSIDERED BY THE ARCHITECT OR ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE
<br />STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND
<br />FLOOR DIAPHRAGMS, AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE
<br />NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE
<br />AFOREMENTIONED MATERIALS. SITE VISITS PERTAINING TO STRUCTURAL OBSERVATIONS BY
<br />THE ARCHITECT OR STRUCTURAL ENGINEER SHALL NOT IMPLY THE ASSUMPTION OF ANY
<br />RESPONSIBILITY IN THIS REGARD.
<br />10.SPECIAL INSPECTION PER CBC SECTION 1704 IS REQUIRED AND APPLIES TO THE TYPES OF
<br />WORK INDICATED ON SHEET SN1.1 (NOTE SPECIAL INSPECTORS QUALIFICATIONS AND
<br />RESPONSIBILITIES SHOULD COMPLY WITH CBC SECTION 1701 REQUIREMENTS).
<br />11.STRUCTURAL ANALYSIS FOR THIS PROJECT IS DONE PER APPLICABLE BUILDING CODE AT THE
<br />TIME OF DESIGN CONSIDERING STANDARD OF CARE.
<br />12.UPON COMPLETION OF ABOVE BY THE ENGINEER AND PRIOR TO START OF CONSTRUCTION,
<br />CONTRACTOR IS RESPONSIBLE TO CHECK ALL DIMENSIONS, COORDINATE WITH THE WORK OF
<br />OTHER CONSULTANTS AND OTHER TRADES TO ENSURE COMPLIANCE WITH HIS/HER
<br />REQUIREMENTS.
<br />13.EOR SHALL HAVE NO LIABILITY FOR WATERPROOFING OR MOISTURE TRANSMISSION ISSUES,
<br />WHETHER RELATED TO CONCRETE SLABS, FOOTINGS, FOUNDATIONS, OR OTHERWISE. OWNER
<br />AND CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR SUCH ISSUES, AND WILL DEFEND
<br />AND INDEMNIFY EOR AGAINST ALL SUCH CLAIMS.
<br />LEVEL LOAD DESCRIPTION
<br />ROOF 12 PSF COMP. ROOFING W/ RE-ROOF 3 PSF MAX W/ DRYWALL AT CEILING.
<br />LEVEL LOAD DESCRIPTION
<br />ASCE 7-16 ROOF ROOF LIVE LOAD
<br />LIVE LOADS
<br />SEISMIC DATA
<br />OCCUPANCY CATEGORY:II
<br />IMPORTANCE CATEGORY:1.0
<br />SITE CLASS:D (DEFAULT)
<br />SS:1.297
<br />S1:0.462
<br />SDS:1.037
<br />SMS:1.556
<br />SEISMIC DESIGN CATEGORY:D
<br />SEISMIC FORCE RESISTING SYSTEM:LIGHT FRAME WALLS WITH
<br />WOOD STRUCTURAL PANELS
<br />RESPONSE MODIFICATION FACTOR - R:6.5
<br />SEISMIC FORCE AMPLIFICATION FACTOR - Ω:2.5
<br />SEISMIC RESPONSE COEFFICIENT - CS:0.160 (ASD 0.112)
<br />ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE
<br />WIND DATA
<br />WIND RISK CATEGORY:II
<br />EXPOSURE CATEGORY:B
<br />WIND SPEED:95 MPH
<br />SOIL DATA (CODE MIN.)
<br />ALLOWABLE BEARING PRESSURE:1500 PSF
<br />ALLOWABLE PASSIVE PRESSURE:100 PCF
<br />S-CS STRUCTURAL COVER SHEET
<br />S101D EXISTING FOUNDATION & RAISED FLOOR PLAN
<br />S101 PROPOSED FOUNDATION & RAISED FLOOR PLAN
<br />S201D EXISTING 2ND FLOOR FRAMING PLAN
<br />S201 PROPOSED 2ND FLOOR FRAMING PLAN
<br />S301D EXISTING ROOF FRAMING PLAN
<br />S301 PROPOSED ROOF FRAMING PLAN
<br />SN0 STRUCTURAL NOTES
<br />SD1 STRUCTURAL DETAILS
<br />SD2 STRUCTURAL DETAILS
<br />SD3 STRUCTURAL DETAILS
<br />SPECIAL INSPECTIONS
<br />1.SPECIAL INSPECTIONS ARE REQUIRED AS PER SECTION 1704 OF THE CALIFORNIA BUILDING CODE
<br />(CBC), AND OTHER AREAS NEEDING SPECIAL INSPECTION SHOULD BE VERIFIED WITH THE
<br />BUILDING OFFICIAL OF THE GOVERNING JURISDICTION.
<br />2.INSPECTIONS MUST CONFORM TO CBC SECTIONS 110 AND 1704.
<br />3.INSPECTIONS MUST BE CONDUCTED BY QUALIFIED INSPECTORS AND TESTING AGENCIES
<br />RETAINED BY THE OWNER, AND NOT THE CONTRACTOR. INSPECTORS AND AGENCIES MUST BE
<br />APPROVED BY THE GOVERNING JURISDICTION.
<br />4.COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS MUST BE PROVIDED TO THE OWNER,
<br />BUILDING DEPARTMENT, ARCHITECT, AND ENGINEER. COPIES OF THESE REPORTS AND RESULTS
<br />MUST ALSO BE KEPT AT THE JOB SITE.
<br />5.A FINAL REPORT FOR ALL INSPECTIONS AND TESTING, STATING THAT THE WORK WAS COMPLETED
<br />IN ACCORDANCE WITH THE APPROVED PLANS AND ALL APPLICABLE CODES AND STANDARDS,
<br />MUST BE SUBMITTED TO THE OWNER, BUILDING DEPARTMENT, ARCHITECT, AND ENGINEER.
<br />6.STRUCTURAL OBSERVATION MAY BE REQUIRED BY THE JURISDICTION, ENGINEER, OR OWNER,
<br />BUT THIS DOES NOT REPLACE ANY OF THE REQUIRED INSPECTIONS BY DEPUTY INSPECTORS OR
<br />THE LOCAL JURISDICTION.
<br />7.SPECIAL INSPECTION IS REQUIRED FOR SPECIFIC TYPES OF WORK, INCLUDING:
<br />CAST-IN-PLACE DRILLED PILES OR CAISSONS
<br />FIELD WELDING, EPOXY, WELDING OF REINFORCING STEEL
<br />HIGH STRENGTH BOLTING
<br />REINFORCEMENT AND TENDON PLACEMENT IN CONCRETE OVER 2500 PSI
<br />TITEN HD SCREW ANCHORS.
<br />8.NOTE SPECIAL INSPECTION IS ALSO REQUIRED FOR CONCRETE WITH A COMPRESSIVE STRENGTH
<br />(F'C) OVER 2500 PSI. EXCEPTION: WHERE HIGHER F'C IS USED FOR COMPLIANCE WITH SULFATE
<br />EXPOSURE ONLY WHERE A SOILS REPORT IS NOT PROVIDED.
<br />9.ADDITIONAL ITEMS REQUIRING SPECIAL INSPECTION MAY BE NOTED ON THE PLANS.
<br />10.IT IS IMPORTANT TO ADHERE TO THESE REQUIREMENTS AND WORK WITH QUALIFIED INSPECTORS
<br />AND TESTING AGENCIES TO ENSURE COMPLIANCE WITH THE CBC AND ENSURE THE QUALITY AND
<br />SAFETY OF THE CONSTRUCTION PROJECT.
<br />ROOF 20 PSF
<br />OWNER:
<br />VVS ESTATES LLC (ATTN: VANITA SONI PURI)
<br />829 N. GARFIELD STREET
<br />SANTA ANA, CA 92701
<br />ARCHITECT:
<br />ZOHRABIANS ART OF DESIGN
<br />700 PALM DRIVE, SUITE 106
<br />GLENDALE, CA 91202
<br />ZARTOFDESIGN.COM
<br />818.300.9420
<br />STRUCTURAL ENGINEERING:
<br />ELIE SAYEGH STRUCTURAL ENGINEERING, INC.
<br />947 E FAIRWAY DR,
<br />ORANGE, CA 92866
<br />(714) 400-5584
<br />STRUCTURAL OBSERVATIONS
<br />1.THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR AN APPROVED
<br />REPRESENTATIVE TO COMPLETE STRUCTURAL OBSERVATIONS.
<br />2.A STRUCTURAL OBSERVATION DOES NOT WAVE THE BUILDING CODE SPECIAL
<br />INSPECTION REQUIREMENTS.
<br />3.A STRUCTURAL OBSERVATION CONSISTS OF THE VISUAL OBSERVATION OF THE
<br />STRUCTURAL SYSTEMS AT VARIOUS SIGNIFICANT CONSTRUCTION MILESTONES.
<br />4.A STRUCTURAL OBSERVATION SCOPE IS LIMITED TO THE CONSTRUCTION'S GENERAL
<br />CONFORMANCE WITH THE APPROVED PLANS.
<br />5.OWNER OR CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 3 WORKING
<br />DAYS PRIOR TO SCHEDULING A STRUCTURAL OBSERVATION. SCHEDULING IS THE SOLE
<br />RESPONSIBILITY OF THE OWNER/CONTRACTOR.
<br />6.FOR THIS PROJECT, STRUCTURAL OBSERVATIONS ARE REQUIRED AT THE FOLLOWING
<br />MILESTONES:
<br />A.FOUNDATION OBSERVATION TO BE COMPLETED PRIOR TO CONCRETE.
<br />B.WALLS, FLOORS, AND ROOFS FRAMING PRIOR TO INSTALLATION OF INTERIOR OR
<br />EXTERIOR FINISHES (INCLUDING INSULATION)
<br />2ND FLR 16 PSF VINYL, 12" SHTG, 1X DIAG, 2X12, W/DRYWALL AT CEILING
<br />SUB FLR 14 PSF VINYL, 12" SHTG, 1X DIAG, 2X6, W/DRYWALL AT CEILING
<br />ASCE 7-16 ROOF RESIDENTIAL LIVE LOAD2ND FLR 40 PSF
<br />ASCE 7-16 ROOF RESIDENTIAL LIVE LOADSUB FLR 40 PSF
<br />REMODEL & CONTRACTOR NOTES
<br />1.THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT THE WORKFORCE,
<br />OTHER PERSONEL, AND THE STRUCTURE ITESELF DURING CONSTRUCTION.
<br />2.TEMPORARY SHORING OR BRACING OF WALLS, FLOORS, OR ROOF IS THE RESPONSIBILITY OF
<br />THE CONTRACTOR.
<br />3.THE CONTRACTOR SHALL LOCATE ALL UTILITIES WHERE WORK IS TO BE CONDUCTED &
<br />PROTECT FROM ANY DAMAGE.
<br />4.THE ENGINEER OF RECORD HAD MADE EFFORTS TO ASCERTAIN THE EXISTING FRAMING &
<br />FOUNDATION CONDITIONS, HOWEVER NOT ALL SUPPORT CONDITIONS WERE UNCOVERED AND
<br />EXISTING CONDITIONS MAY DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS. REMOVAL OF
<br />CEILING FINISHES TO DETERMINE FRAMING ABOVE, OR FLOOR FINISHES TO DETERMINE
<br />FOUNDATION CONDITIONS IS RECOMENDED.
<br />5.THE CONTRACT COMPLETING THE WORK SHALL REVIEW THE FRAMING & FOUNDATION PLANS
<br />AND CONFIRM THEY ARE FAMILIAR WITH HTIS TYPE WORK.
<br />6.CARE SHALL BE TAKEN DURING THE DEMO PHASE AND TEMPORARY SHORING & SUPPORT SHALL
<br />BE PROVIDED WHERE NECESSARY.
<br />7.IF THERE ARE ANY LOCATIONS WHERE EXISTING SUPPORTS ARE TO BE REMOVED & THE
<br />STRUCTURAL PLANS DOE NOT SHOW NEW FRAMING OR NEW SUPPORT, CONTACT THE EOR
<br />IMMEDIATELY.
<br />REVISION HISTORY
<br />2ND PLAN CHECK SUBMITTAL
<br />09 - 13 - 20241
<br />ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE
<br />ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED,
<br />USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE
<br />ENGINEER. ESSE'S ALL RIGHTS RESERVED
<br />947 E. FAIRWAY DRIVE,
<br />ORANGE, CA 92866
<br />(714) 400 - 5584
<br />NO.DATE ISSUE
<br />SHEET NO.
<br />GA
<br />R
<br />F
<br />I
<br />E
<br />L
<br />D
<br />
<br />R
<br />E
<br />S
<br />T
<br />O
<br />R
<br />A
<br />T
<br />I
<br />O
<br />N
<br />
<br />/
<br />
<br />R
<br />E
<br />M
<br />O
<br />D
<br />E
<br />L
<br />VV
<br />S
<br />
<br />E
<br />S
<br />T
<br />A
<br />T
<br />E
<br />S
<br />
<br />L
<br />L
<br />C
<br />82
<br />9
<br />
<br />N
<br />.
<br />
<br />G
<br />A
<br />R
<br />F
<br />I
<br />E
<br />L
<br />D
<br />
<br />S
<br />T
<br />R
<br />E
<br />E
<br />T
<br />SA
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />A
<br />,
<br />
<br />C
<br />A
<br />
<br />9
<br />2
<br />7
<br />0
<br />1
<br />07-09-2024
<br />ELIE SAYEGH, PE
<br />0127
<br />
<br />
<br />DOCUMENTS ORIGINAL ISSUE DATE:
<br />PROJECT ENGINEER:
<br />PROJECT NO.
<br />2N
<br />D
<br />
<br />P
<br />L
<br />A
<br />N
<br />
<br />C
<br />H
<br />E
<br />C
<br />K
<br />
<br />S
<br />U
<br />B
<br />M
<br />I
<br />T
<br />T
<br />A
<br />L
<br />2ND PLAN CHECK
<br />SUBMITTAL109-13-2024
<br />S-CS
<br />ST
<br />R
<br />U
<br />C
<br />T
<br />U
<br />R
<br />A
<br />L
<br />
<br />C
<br />O
<br />V
<br />E
<br />R
<br />
<br />S
<br />H
<br />E
<br />E
<br />T
<br />07/01/202409/13/2024
<br />HOLD- 829 N
<br />Garfield St1/15/2025
|