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GENERAL NOTES FOR STRUCTURAL OBSERVATION:
<br />1.STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN
<br />ACCORDANCE WITH THE INFORMATION BULLETIN NO. IB/P/BC 2017-024. STRUCTURAL
<br />OBSERVATION IS THE VISUAL OBSERVATION AT THE CONSTRUCTION SITE OF THE
<br />ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEM AT SIGNIFICANT
<br />CONSTRUCTION STAGES AND THE COMPLETE STRUCTURE FOR GENERAL
<br />CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL
<br />OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED
<br />OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR.
<br />2.THE OWNER SHALL EMPLOY A STATE OF CALIFORNIA REGISTERED CIVIL OR
<br />STRUCTURAL ENGINEER OR LICENSED ARCHITECT TO PERFORM THE STRUCTURAL
<br />OBSERVATION. THE DEPARTMENT OF BUILDING AND SAFETY RECOMMENDS THE USE OF
<br />THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN WHO ARE
<br />INDEPENDENT OF THE CONTRACTOR.
<br />3.THE STRUCTURAL OBSERVER SHALL PROVIDE EVIDENCE OF EMPLOYMENT BY THE
<br />OWNER OR THE OWNER'S REPRESENTATIVE. A LETTER FROM THE OWNER, THE
<br />OWNER'S REPRESENTATIVE, OR A COPY OF THE AGREEMENT FOR SERVICES SHALL BE
<br />SENT TO THE BUILDING INSPECTOR BEFORE THE FIRST SITE VISIT.
<br />4.THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE AND CALL FOR A
<br />MEETING BETWEEN THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE
<br />STRUCTURAL DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED
<br />SUBCONTRACTORS AND DEPUTY INSPECTORS. THE PURPOSE OF THE MEETING SHALL
<br />BE TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT
<br />THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW
<br />SCHEDULING OF THE REQUIRED OBSERVATIONS. A RECORD OF THE MEETING SHALL BE
<br />INCLUDED IN THE FIRST OBSERVATION REPORT SUBMITTED TO THE BUILDING
<br />INSPECTOR.
<br />5.THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE
<br />PROGRESS OF THE WORK THAT ALLOW FOR CORRECTION OF DEFICIENCIES WITHOUT
<br />SUBSTANTIAL EFFORT OR UNCOVERING OF THE WORK INVOLVED. AT A MINIMUM, THE
<br />LISTED SIGNIFICANT CONSTRUCTION STAGES ON THE FOLLOWING STRUCTURAL
<br />OBSERVATION/SIGNIFICANT CONSTRUCTION STAGES TABLE REQUIRE A SITE VISIT AND
<br />AN OBSERVATION REPORT FROM THE STRUCTURAL OBSERVER.
<br />6.THE STRUCTURAL OBSERVER SHALL PREPARE A REPORT OF THE STRUCTURAL
<br />OBSERVATION REPORT FORM IN/FORM.08 (PART 1) FOR EACH SIGNIFICANT STAGE OF
<br />CONSTRUCTION OBSERVED. THE ORIGINAL OF THE STRUCTURAL OBSERVATION
<br />REPORT SHALL BE SENT TO THE BUILDING INSPECTOR'S OFFICE AND SHALL BE SIGNED
<br />AND SEALED (WET STAMP) BY THE RESPONSIBLE STRUCTURAL OBSERVER. ONE COPY
<br />OF THE OBSERVATION REPORT SHALL BE ATTACHED TO THE APPROVED PLANS. THE
<br />COPY ATTACHED TO THE PLANS SHALL BE SIGNED AND SEALED (WET STAMP) BY THE
<br />RESPONSIBLE STRUCTURAL OBSERVER OR THEIR DESIGNEE. COPIES OF THE REPORT
<br />SHALL ALSO BE GIVEN TO THE OWNER, CONTRACTOR, AND DEPUTY INSPECTOR. ANY
<br />DEFICIENCY NOTED ON THE OBSERVATION REPORT WILL BECOME THE RESPONSIBILITY
<br />OF THE STRUCTURAL ENGINEER OF RECORD TO VERIFY ITS COMPLETION BY HIM (HER),
<br />OR BY A REGISTERED DEPUTY INSPECTOR AT THE DISCRETION OF THE STRUCTURAL
<br />OBSERVER.
<br />7.A FINAL OBSERVATION REPORT AND THAT OF THE REGISTERED DEPUTY INSPECTOR
<br />MUST BE SUBMITTED WHICH SHOWS THAT ALL OBSERVED DEFICIENCIES WERE
<br />RESOLVED AND STRUCTURAL SYSTEM GENERALLY CONFORMS WITH THE APPROVED
<br />PLANS AND SPECIFICATIONS. THE DEPARTMENT OF BUILDING AND SAFETY WILL NOT
<br />ACCEPT THE STRUCTURAL WORK WITHOUT THIS FINAL OBSERVATION REPORT AND
<br />THAT OF THE REGISTERED DEPUTY INSPECTOR (WHEN PROVIDED) AND THE
<br />CORRECTION OF SPECIFIC DEFICIENCIES NOTED DURING NORMAL BUILDING
<br />INSPECTION.
<br />8.THE STRUCTURAL OBSERVER SHALL PROVIDE THE ORIGINAL STAMPED AND SIGNED
<br />STRUCTURAL THE COUNTY OF LOS ANGELES OBSERVATION REPORT TO INSPECTOR.
<br />9.WHEN THE OWNER ELECTS TO CHANGE THE STRUCTURAL OBSERVER OF RECORD, THE
<br />OWNER SHALL:
<br />A) NOTIFY THE BUILDING INSPECTOR IN WRITING BEFORE THE NEXT INSPECTION BY
<br />SUBMITTING COMPLETED "STRUCTURAL OBSERVATION PROGRAM AND DESIGNATION OF
<br />THE STRUCTURAL OBSERVER" FORM IN/FORM.08 (PART 2)
<br />B) CALL AN ADDITIONAL PRECONSTRUCTION MEETING.
<br />C) FURNISH THE REPLACEMENT STRUCTURAL OBSERVER WITH A COPY OF ALL
<br />PREVIOUS OBSERVATION REPORTS. THE REPLACEMENT STRUCTURAL OBSERVER
<br />SHALL APPROVE THE CORRECTION OF THE ORIGINAL OBSERVED DEFICIENCIES UNLESS
<br />OTHERWISE APPROVED BY PLAN CHECK SUPERVISION. THE POLICY OF THE
<br />DEPARTMENT SHALL BE TO CORRECT ANY PROPERTY NOTED DEFICIENCIES WITHOUT
<br />CONSIDERATION OF THEIR SOURCE.
<br />10. THE ENGINEER OR ARCHITECT OF RECORD SHALL DEVELOP ALL CHANGES RELATING TO
<br />THE STRUCTURAL SYSTEMS. THE BUILDING DEPARTMENT SHALL REVIEW AND APPROVE
<br />ALL CHANGES T6 THE APPROVED PLANS AND SPECIFICATIONS.
<br />SHEET
<br />NUMBER
<br />CONSULTANT
<br />The above drawings, specifications, ideas, and
<br />arrangements represented thereby are and shall remain
<br />property of GxG CO-op Design and no part thereof shall
<br />be copied, disclosed to others or used in connection
<br />with any other project other than the specific project for
<br />which they have been prepared and developed, without
<br />the written consent of GxG CO-op Design. Visual
<br />contact with these drawings or specifications shall
<br />constitute conclusive evidence of acceptance of these
<br />restrictions. Written dimensions on these drawings shall
<br />have precedence over scaled dimensions. Contractors
<br />shall verify and be responsible for all dimensions and
<br />conditions on the job, and this office must be notified of
<br />any variations from the dimensions and conditions
<br />shown by these drawings. Shop details must be
<br />submitted to this office for approval before proceding
<br />with fabrication.2021
<br />DATE
<br />SCALE
<br />DRAWN
<br />JOB no.
<br />REVISIONS
<br />INDICATED
<br />FEB. 29, 2024
<br />13637 RUTHER AVE. UNIT R
<br />SOUTH GATE, CA 90280
<br />TELEPHONE: 310 749.7536
<br />E-MAIL: LOOKING4GIO@GMAIL.COM
<br />GIOVANNI QUINTERO
<br />1401 S. Lowell Street,
<br />Santa Ana, CA 92707
<br />NEW PATIO
<br />COVER
<br />GENERAL NOTES AND SPECIFICATIONS
<br />WOOD
<br />1- WOOD FRAMING GENERAL
<br />PROVIDE DOUBLE JOISTS UNDER AND PARALLEL TO ALL BEARINGS PARTITIONS.
<br />ALL BOLT HOLES SHALL DE DRILLED 1/32" TO 1/16" OVERSIZED.
<br />2x12 JOISTS SHALL BE BLOCKED AT THE SUPPORTS AND AT 8 FEET o.c. (AND RAFTERS
<br />GREATER THAN 10" DEPTHS AT THE SUPPORTS AND AT 10 FEET O.C.) WITH SOLID 2x
<br />BLOCKING 2" SHALLOWER THAN JOISTS OR APPROVED METAL CROSS BRIDGING.
<br />WOOD FRAMING MEMBERS: DOUGLAS FIR-LARCH N°2 UNLESS OTHERWISE MARKED ON
<br />THE PLANS.
<br />RAFTER TIES SPACED AT 4 FEET (MAX.) ON CENTER ARE REQUIRED IMMEDIATELY ABOVE
<br />CEILING JOISTS WHICH ARE NOT PARALLEL TO THE RAFTERS.
<br />NAILING SCHEDULE
<br />CONNECTION FASTENING LOCATION
<br />JOIST TO SILL OR GIRDER 3-8d TOENAIL
<br />BRIDGING TO JOIST 2-10d TOENAIL EACH END
<br />1"x6" SUBFLOOR OR LESS TO EA. JOIST 2-8d FACE NAIL
<br />WIDER THAN 1"x8" SHEATHINGS TO EACH
<br />BEARING 3-8d FACE NAIL
<br />2" SUBFLOOR TO JOIST OR GIRDER 2-16d BLIND AND FACE NAIL
<br />SOLE PLATE TO JOIST OR BLOCKING 16d @16" O.C.TYP. FACE NAIL
<br />SOLE PLATE TO JOIST OR BLOCKING 2-16d @16" O.C.BRACED WALL PANELS
<br />TOP PLATE TO STUD 2-16d END NAIL
<br />STUD TO SOLE PLATE 4-8d TOE NAIL
<br />2-16d END NAIL
<br />DOUBLE STUDS 16d @24" O.C.FACE NAIL
<br />DOUBLE TOP PLATES 16d @16" O.C.TYP. FACE NAIL
<br />DOUBLE TOP PLATES 8-16d LAP SPLICE
<br />BLOCKING BETWEEN JOISTS OR RAFTERS TO
<br />TOP PLATE 3-8d TOE NAIL
<br />RIM JOIST TO TOP PLATE 8d @6" O.C.TOE NAIL
<br />TOP PLATES, LAPS AND INTERSECTIONS 2-16d FACE NAIL
<br />CONTINUOUS HEADER, TWO PIECES 16d @16" O.C.EACH EDGE
<br />CEILING JOISTS TO PLATE 3-8d TOE NAIL
<br />CONTINUOUS HEADER TO STUD 4-8d TOE NAIL
<br />CEILING JOISTS, LAPS OVER PARTITIONS 3-16d FACE NAIL
<br />CEILING JOISTS TO PARALLEL RAFTERS 3-16d FACE NAIL
<br />RAFTER TO PLATE 3-10d TOE NAIL
<br />1"x BRACE TO EACH STUD AND PLATE 2-8d FACE NAIL
<br />1"x6" SHEATHING OR LESS TO EACH BEARING 2-8d FACE NAIL
<br />WIDER THAN 1"x8" SHEATHINGS TO EACH
<br />BEARING 3-8d FACE NAIL
<br />BUILT IT-UP CORNER STUDS 16d @24" O.C.
<br />BUILT-UP GIRDER & BEAMS
<br />20d @32" O.C.FACE NAIL TOP & BOTTOM
<br />STAGGERED
<br />2-20d ENDS
<br />2"x PLANKS 2-16d EACH BEARING
<br />WOOD SHEAR AND DIAPHRAGMS
<br />COMMON NAILS SHALL BE USED FOR ALL DIAPHRAGMS AND SHEAR WALL NAILING.
<br />ROOF SHEATHING: 1/2" 5/8" THICK PLYWOOD CDX WITH INDEX 32/16. 8d 10d NAILS @ 6"
<br />o.c. AT PANELS EDGES, AND 8d NAILS @ 12" o.c. AT PANEL FIELD. ALLOW 1/8" SPACING
<br />AT PANEL EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL
<br />MANUFACTURER.
<br />PLYWOOD DIAPHRAGMS: PRODUCT STANDARD PS 1-19, DOUGLAS FIR-LARCH.
<br />WATERPROOFING: STUCCO OVER PLYWOOD SHEAR WALL WILL BE WATERPROOFED
<br />WITH A MINIMUM OF TWO 15# (GRADE D) UNDERLAYMENTS.
<br />ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF
<br />PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE TONGUE AND
<br />GROOVE OR BLOCKED PANELS EDGES. PLYWOOD SPANS SHALL CONFORM WITH TABLE
<br />2304.8.(1) ON IBC 2021.
<br />WOOD CONSTRUCTION
<br />1.STRUCTURAL LUMBER SHALL BE GRADE-MARKED DOUGLAS FIR-LARCH:
<br />RAFTER 2 TO 4 WIDE UP TO 6 DEEP Nº2
<br />2 TO 4 WIDE, 8 OR LARGER Nº2
<br />JOISTS 2 TO 4 WIDE, 6 AND DEEPER Nº2
<br />BEAMS, PURLINS OVER 4 WIDE Nº1
<br />SUB-PURLINS 2 TO 4 WIDE, 4 DEEP Nº1
<br />LEDGERS Nº2
<br />STUDS 2x4 OR 3x4 Nº2
<br />STUDS 2x6 Nº2
<br />POSTS Nº2
<br />SILLS, PLATES AND BLOCKINGS Nº2
<br />2.SILLS OR PLATES BEARING ON CONCRETE OR MASONRY WHICH IS WITHIN 48" OF
<br />EARTH SHALL BE PRESSURE TREATED, OR EQUAL, WOOD SILL PLATES SHALL BE
<br />BOLTED TO THE FOUNDATION WITH 5/8" DIAMETER x 10" BOLTS 4'-0" o.c. 12" MIN. FROM
<br />ENDS, OR 2 BOLTS MIN. PER PIECE. WHERE DIFFERENT SIZES AND/OR SPACING ARE
<br />REQUIRED, THEY SHALL GOVERN. INSTALL WITH 3"x3"x1/4" (OR 2"x2"x3/16") PLATE
<br />WASHER AT EACH ANCHOR BOLT.
<br />3.PARALLAM/GLUE LAM BEAMS MUST BE FABRICATED IN A LADBS LICENSED SHOP.
<br />4.JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
<br />OF 8 FT WHERE JOISTS ARE 2x12 OR DEEPER.
<br />5.JOISTS UNDER NON-BEARING PARTITIONS SHALL BE DOUBLED, EXCEPT AS NOTED.
<br />6.LAGBOLTS (& SCREWS) SHALL BE PRE-DRILLED TO SHANK DIAMETER AND FULL DEPTH
<br />AND SCREWED (NOT DRIVEN) INTO PLACE.
<br />7.CUT WASHERS SHALL BE PLACED UNDER HEADS AND NUTS OF ALL BOLTS AND UNDER
<br />HEADS OF LAGBOLTS. ONE CUT WASHER SHALL BE USED FOR BOLTS CONNECTING
<br />WOOD LEDGERS TO CONCRETE OR MASONRY WALLS.
<br />8.ALL HARDWARE USED FOR WOOD CONNECTION SHALL BE SIMPSON STRONG-TIE
<br />PRODUCTS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. ALTERNATE
<br />PRODUCTS WILL ONLY BE PERMITTED IF WRITTEN APPROVAL AND ACCEPTANCE IS
<br />OBTAINED BY ENGINEER.
<br />9.ALL LUMBER SHALL HAVE A MOISTURE CONTENT NOT TO EXCEED 19% AT THE TIME OF
<br />FABRICATION OR CONSTRUCTION.
<br />10.PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIA. AND FULL DIA. FOR SMOOTH
<br />SHANK PORTION.
<br />11.PLACE 2" FIREBLOCKING IN STUD WALLS AT CEILING AND FLOOR LEVELS, AT EACH 10"
<br />HEIGHT OF STUDS, AND BETWEEN STAIR STRINGERS AT SUPPORTS.
<br />12.ALL DIAPHRAGMS AND SHEAR NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED
<br />BOX.
<br />13.ALL PARALLEL STRAND LUMBER (PSL)SHALL BE 2.0E, 2900Fb BYTRUS JOIST MACMILLAN.
<br />PARAMETERS DESIGN, CBC 2022, LABC 2023
<br />WIND DESIGN
<br />1.BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR = 96
<br />2.WIND IMPORTANCE FACTOR, I=1.0 AND OCCUPANCY CATEGORY = II
<br />3.WIND EXPOSURE CATEGORY: B (CASE 1)
<br />4.THE APPLICABLE INTERNAL PRESSURE COEFFICIENT =0.18
<br />SEISMIC DESIGN
<br />1.SEISMIC IMPORTANCE FACTOR, I=1.0 , AND OCCUPANCY CATEGORY = II
<br />2.MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss=128.90%g AND S1=46.10%g
<br />3.SITE CLASS = D
<br />4.SPECTRAL RESPONSE COEFFICIENTS, SDS=1.031g AND SD1=0.400g
<br />5.SEISMIC DESIGN CATEGORY=D
<br />6.BASIC SEISMIC-FORCE-RESISTING SYSTEM(S)= WOOD POST SYSTEM
<br />7.DESIGN BASE SHEAR = 5153 LBS
<br />8.TOTAL BUILDING WEIGHT = 8238 LBS
<br />9.SEISMIC RESPONSE COEFFICIENT(S), Cs=0.69
<br />10.RESPONSE MODIFICATION FACTOR(s), R =1.5
<br />11.ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE
<br />12.REDUNDANCY FACTOR USED = 1.3
<br />BASIS OF DESIGN
<br />ROOF DEAD LOAD = 9.00 PSF
<br />CEILING DEAD LOAD = 7.00 PSF
<br />ROOF LIVE LOAD = 20.00 PSF
<br />CEILING LIVE LOAD = 10.00 PSF
<br />CONCRETE & REINFORCING STEEL NOTES
<br />CONCRETE FOUNDATION, FLOOR SLABS.
<br />ALL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM STRENGTHS AT 28 DAYS:
<br />FOOTINGS AND SLAB-ON-GRADE = 2500 PSI.
<br />BAR SPLICES IN CONCRETE SHALL BE LAP 40 BAR DIAMETERS MINIMUM, AND MAY BE
<br />WIRED TOGETHER, UNLESS OTHERWISE NOTED ON PLANS.
<br />REINFORCING STEEL
<br />REINFORCING BARS SHALL CONFORM TO THE FOLLOWING ASTM RATING AND GRADE
<br />TYPE FOR BAR SIZES LISTED:
<br />#4 AND SMALLER ASTM A 615 GRADE 40 (MIN)
<br />#5 AND LARGER ASTM A 615 GRADE 60
<br />ADDITIONAL NOTES
<br />1)CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OR SEISMIC FORCE
<br />RESISTING SYSTEM/COMPONENT LISTED IN THE "STATEMENT OF SPECIAL INSPECTION"
<br />SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE LADBS INSPECTORS
<br />AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON SUCH SYSTEM OR
<br />COMPONENT PER SEC. 1709.1.
<br />2)CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED
<br />FOR FIELD WELDING, CONCRETE STRENGTH f'c>2500 PSI, HIGH STRENGTH BOLTING,
<br />SPRAYED-ON FIREPROOFING, ENGINEERED MASONRY, HIGH-LIFT GROUTING,
<br />PRE-STRESSED CONCRETE, HIGH LOAD DIAPHRAGMS AND SPECIAL MOMENT-RESISTING
<br />CONCRETE FRAMES.
<br />3)IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION REPORT MAY
<br />BE REQUIRED.
<br />4)PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS,
<br />AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER FASTENING
<br />COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM. SPECIAL INSPECTION BY A
<br />DEPUTY INSPECTOR IS REQUIRED WHERE THE FASTENER SPACING OF THE SHEATHING IS
<br />4 INCHES ON CENTER OR LESS.
<br />5)FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD.
<br />6)BEAMS MUST BE FABRICATED IN A LADBS LICENSED SHOP. IDENTIFY GRADE SYMBOL AND
<br />LAMINATION SPECIES PER T 5-A, 2005 NDS SUPP.
<br />7)PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIA. AND FULL DIA. FOR SMOOTH
<br />SHANK PORTION.
<br />8)A COPY OF THE LOS ANGELES RESEARCH REPORT AND/OR CONDITIONS OF LISTING
<br />SHALL BE MADE AVAILABLE AT THE JOB SITE.
<br />9)ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF
<br />PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE TONGUE AND
<br />GROOVE OR BLOCKED PANEL EDGES. PLYWOOD SPANS SHALL CONFORM WITH TABLE
<br />2304.8.(1) ON IBC 2021.
<br />10)ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR
<br />GALVANIZED BOX.
<br />11)ALL BOLT HOLES SHALL BE DRILLED 132" TO 116" OVERSIZED.
<br />NEW PATIO COVER
<br />PROJECT ADDRESS:
<br />Description of Work:
<br />Owner:Architect:Engineer:
<br />PERMIT APPL. NO.:
<br />STRUCTURAL OBSERVATION
<br />(ONLY CHECKED ITEMS ARE REQUIRED)
<br />Firm or Individual to be responsible for the Structural Observation:
<br />Name:
<br />FOUNDATION WALL FRAME DIAPHRAGM
<br />Concrete
<br />Masonry
<br />Wood
<br />Others:
<br />Footing, Stem Walls, Piers
<br />Mat Foundation
<br />Caisson, Piles, Grade Beams
<br />Stepp'g/Retain'g Foundation,
<br />Hillside Special Anchors
<br />Others:
<br />Concrete
<br />Steel Deck
<br />Wood
<br />Others:
<br />Steel Moment Frame
<br />Steel Braced Frame
<br />Concrete Moment Frame
<br />Masonry Wall Frame
<br />Others: HFX
<br />DECLARATION BY OWNER
<br />I, the Owner of the project, declare that the above listed firm or individual is hired
<br />by me to be the Structural Observer.
<br />Signature Date
<br />Phone:Calif. Registration:
<br />NOTE:
<br />STRUCTURAL ENGINEER SHALL BE
<br />NOTIFIED OF ANY SITE MEETING OR
<br />STRUCTURAL OBSERVATION AT LEAST
<br />48 HRS IN ADVANCE OF APPOINTMENT
<br />DATE.
<br />1401 Lowell St., Santa Ana, CA 92707
<br />STRUCTURAL OBSERVATION PROGRAM
<br />AND DESIGNATION OF THE
<br />STRUCTURAL OBSERVER
<br />SOIL INFORMATION DEFAULT
<br />EARTH MATERIAL
<br />PARAMETERS
<br />FOUNDATION BEARING
<br />PRESSURE 1500 PSF
<br />COEFFICIENT OF FRICTION (1)0.25
<br />PASSIVE EARTH PRESSURE
<br />(EFP)100 PCF
<br />MAXIMUM PASSIVE EARTH
<br />PRESSURE 1500 PSF
<br />CONVENTIONAL
<br />CONTINUOUS FOOTING
<br />DESIGN
<br />MINIMUM FOUNDATION DEPTH 24 IN.
<br />INDEPENDENT (PAD)
<br />FOOTING DESIGN
<br />MINIMUM EMBEDMENT DEPTH
<br />INTO BEARING MATERIAL 24 IN.
<br />NOTE: (1) WHEN COMBINING FRICTIONAL RESISTANCE AND PASSIVE PRESSURE, THE
<br />PASSIVE PRESSURE COMPONENT SHALL BE REDUCED BY ONE-THIRD.
<br />SPECIAL INSPECTIONS TABLE
<br />INSPECTION TASK
<br />FREQUENCY OF
<br />INSPECTION
<br />CONTINUOUS
<br />DURING TASK
<br />LISTED
<br />*PERIODICALLY
<br />DURING TASK
<br />LISTED
<br />REINFORCING STEEL
<br /> A- FORMWORK FOR SHAPE, LOCATION 6 DIMENSIONS OF
<br />THE CONCRETE MEMBER BEING FORMED -X
<br /> B- VERIFY FOUNDATION EXCAVATIONS ARE EXTENDED TO
<br />PROPER DEPTH -X
<br />* PERIODIC SPECIAL INSPECTION: PART-TIME OBSERVATION OF WORK BY A DEPUTY
<br />INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING
<br />PERFORMED AND AT THE COMPLETION OF WORK.
<br />SHEET INDEX
<br />S-1.1 GENERAL NOTES & SPECIAL INSPECTIONS
<br />S-2.1 STRUCTURAL PLANS
<br />S-3.1 FRAMING & FOUNDATION DETAILS
<br />S-4.1 TYP. FRAMING DETAILS
<br />S-1.1
<br />GE
<br />N
<br />E
<br />R
<br />A
<br />L
<br />
<br />N
<br />O
<br />T
<br />E
<br />S
<br />
<br />&
<br />SP
<br />E
<br />C
<br />I
<br />A
<br />L
<br />
<br />I
<br />N
<br />S
<br />P
<br />E
<br />C
<br />T
<br />I
<br />O
<br />N
<br />U HANGER ESR-2552
<br />FRAMING CLIPS ESR-3096
<br />SHOT PINS ESR-1799
<br />CC COLUMN CAP ESR-2604
<br />STRAP ESR-2105
<br />RESEARCH REPORT- ICC-ES#
<br />Wood Knee Brace
<br />1401 S Lowell St
<br />11/13/2024
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