|
APPEARANCE GRADE WITH MOISTURE CONTENT BETWEEN 7-14 PERCENT.
<br />5. ALL FABRICATIONS SHALL BE IN ACCORDANCE WITH AITC A190 AND PERFORMED WITH A CERTIFIED
<br />FABRICATOR AS PER AITC.
<br />6. GLUED-LAMINATED TIMBERS SHALL HAVE INSPECTION CERTIFICATE AT NO COST TO THE OWNER, OR
<br />ENGINEER. A COPY OF THE INSPECTION CERTIFICATE SHALL BE SUBMITTED TO THE BUILDING OFFICIALS,
<br />AEOR AND SEOR.
<br />7. UNLESS NOTED OTHERWISE, GLUE LAMINATED TIMERS SHALL NOT HAVE ANY CAMBERS.
<br />8. ENGINEERED STRUCTURAL MEMBERS SHALL NOT BE NOTCHED, DRILLED, OR ALTERED EXCEPT AS
<br />PERMITTED BY THE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND AS SPECIFICALLY SHOWN ON
<br />THESE DRAWINGS, WHICHEVER IS MORE STRICTER.
<br />TABLE FL-2. NAIL PROPERTIES SCHEDULE
<br />DESIGNATION LENGTH (IN.) WIRE DIAMETER (IN.) HEAD DIAMETER (IN.)
<br />6d 2 0.113 0.266
<br />8d 2-1/2 0.131 0.281
<br />10d 3 0.148 0.312
<br />12d 3-1/4 0.148 0.312
<br />16d 3-1/2 0.162 0.344
<br />20d 4 0.192 0.406
<br />30d 4-1/2 0.207 0.438
<br />40d 5 0.225 0.469
<br />50d 5-1/2 0.244 0.5
<br />60d 6 0.263 0.531
<br />TABLE FL-3. STRUCTURAL GLUED-LAMINATED TIMBERS AND STRUCTURAL COMPOSITE LUMBER
<br />MEMBER Fb (PSI)Fv (PSI)E (x106 PSI)
<br />PSL (2.2E)PARALLAM 2900 290 2.2
<br />LVL (2.0E)MICROLLAM LVL 2900 285 2.0
<br />GLB 24F-V4 DF/DF GLB 2400 265 1.8
<br />LSL TIMBERSTRAND 2325 310 1.55
<br />TABLE FL-1. REQUIRED GRADE FOR STRUCTURAL WOOD MEMBERS: ALL STRUCTURAL WOOD
<br />MEMBERS SHALL BE DOUGLAS FIR-LARCH CONFORMING TO THE REQUIREMENTS OF WWPA OR
<br />WCLIB UNLESSE NOTE OTHERWISE ON THESE DRAWINGS
<br />JOIST
<br />2x8 & LARGER NO.2 OR BETTER
<br />3x NO.1
<br />STUD
<br />2x4 NO.2 OR BETTER
<br />2x6 NO.2 OR BETTER
<br />PLATE
<br />2x OR 3X NO.2 OR BETTER
<br />POST
<br />4x10 & SMALLER NO.2
<br />4x12 & LARGER NO.1
<br />6x & 8x NO.1
<br />BEAM & STRINGERS & HDR
<br />4x10 & SMALLER NO.2
<br />4x12 & LARGER NO.1
<br />6x & 8x NO.1
<br />1. STRUCTURAL OBSERVATION IS REQUIRED FOR THIS PROJECT IN ACCORDANCE WITH SECTION 1704.6
<br />OF THE CBC 2022. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL
<br />SYSTEM BY A LICENSED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED
<br />CONSTRUCTION DOCUMENTS.
<br />2. STRUCTURAL OBSERVATIONS DO NOT CONSTITUTE QUALITY CONTROL, DO NOT GUARANTEE
<br />CONTRACTOR'S PERFORMANCE, AND SHALL NOT BE CONSIDERED AS SUPERVISION OF
<br />CONSTRUCTION.
<br />3. THE OWNER OR QWNER'S REPRESENTATIVE SHALL COORDINATE AND CALL FOR A MEETING BETWEEN
<br />THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURAL
<br />OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND DEPUTY INSPECTORS. THE PURPOSE OF
<br />THE MEETING SHALL BE TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT
<br />AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW
<br />SCHEDULING OF THE REQUIRED OBSERVATIONS.
<br />4. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE REQUIRED
<br />INSPECTIONS BY THE CITY OF LEMON GROVE.
<br />5. THE OWNER SHALL EMPLOY A LICENSED DESIGN PROFESSIONAL TO PERFORM STRUCTURAL
<br />OBSERVATION SITE VISITS, AND TO ISSUE ALL STRUCTURAL OBSERVATION REPORTS.
<br />6. THE STRUCTURAL OBSERVER SHALL PREPARE A STRUCTURAL OBSERVATION REPORT FOR EACH
<br />STAGE OF CONSTRUCTION OBSERVED. THE CITY OF LEMON GROVE STRUCTURAL OBSERVATION
<br />REPORT” FORM, OR A SIMILARLY FORMATTED REPORT, SHALL BE USED FOR ALL STRUCTURAL
<br />OBSERVATION REPORT.
<br />7. IF THE CITY’S FORM IS NOT USED, REPORTS SHALL BE ON STRUCTURAL OBSERVER’S LETTERHEAD,
<br />STATE SITE ADDRESS, PLAN CHECK & PERMIT NUMBERS, STAGES & ELEMENTS OBSERVED, DATE
<br />OBSERVED, & COMPLETE CONTACT INFORMATION FOR STRUCTURAL OBSERVER.
<br />8. ALL STRUCTURAL OBSERVATION REPORTS, REGARDLESS OF FORM USED, SHALL INCLUDE THE
<br />LICENSE STAMP & SIGNATURE OF THE STRUCTURAL OBSERVER RESPONSIBLE FOR THE PROJECT.
<br />9. EACH STRUCTURAL OBSERVATION REPORT SHALL BE GIVEN TO THE OWNER OR OWNER’S
<br />REPRESENTATIVE, PROJECT CONTRACTOR, AND THE BUILDING INSPECTOR.
<br />10. THE CONTRACTOR SHALL RESOLVE ALL DEFICIENCIES & THE FINAL STRUCTURAL OBSERVATION
<br />REPORT ISSUED PRIOR TO FINAL INSPECTION OR ACCEPTANCE OF STRUCTURAL WORK BY THE
<br />BUILDING INSPECTOR.
<br />11. THE FINAL STRUCTURAL OBSERVATION REPORT SHALL STATE THAT THE STRUCTURAL SYSTEM
<br />CONFORMS TO THE APPROVED CONSTRUCTION DOCUMENTS & THAT ALL PREVIOUSLY OBSERVED
<br />DEFICIENCIES HAVE BEEN CORRECTED.
<br />12. FINAL INSPECTION OR OTHER ACCEPTANCE OF THE STRUCTURAL SYSTEM BY THE CHIEF BUILDING
<br />OFFICIAL, OR DESIGNEE, WILL NOT OCCUR UNTIL THE FINAL STRUCTURAL OBSERVATION REPORT IS
<br />RECEIVED.
<br />13. THE LICENSED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL PREPARE ALL CONSTRUCTION
<br />DOCUMENT CHANGES RELATING TO THE STRUCTURAL SYSTEMS. REVIEW & APPROVAL OF SUCH
<br />CHANGES BY THE CHIEF BUILDING OFFICIAL, OR DESIGNEE, SHALL BE OBTAIN BY THE DESIGN
<br />PROFESSIONAL AND/OR CONTRACTOR PRIOR TO INSTALLATION AND/OR CONSTRUCTION OF SAID
<br />CHANGES.
<br />1. AN APPROVED AGENCY, RETAINED BY OWNER AND SATISFACTORY TO STRUCTURAL ENGINEER AND
<br />GOVERNING CODE AUTHORITIES, SHALL PERFORM SPECIAL INSPECTIONS AND TESTS REQUIRED BY
<br />THE CONTRACT AND APPLICABLE CODE. THESE SPECIAL INSPECTIONS AND TESTS ARE IN ADDITION
<br />TO THE INSPECTIONS REQUIRED BY CBC SECTION 110 “INSPECTIONS”.
<br />2. APPROVED AGENCY SHALL KEEP RECORDS OF ALL SPECIAL INSPECTIONS AND TESTS AND SHALL
<br />FURNISH REPORTS OF SPECIAL INSPECTIONS AND TESTS TO THE GOVERNING CODE AUTHORITY AND
<br />THE STRUCTURAL ENGINEER. REPORTS SHALL INDICATE WHETHER THE WORK INSPECTED OR TESTED
<br />WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.
<br />DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR
<br />CORRECTION. IF NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
<br />THE GOVERNING CODE AUTHORITY AND THE STRUCTURAL ENGINEER PRIOR TO THE COMPLETION OF
<br />THAT PHASE OF WORK. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND TESTS,
<br />AND CORRECTION OF DISCREPANCIES, SHALL BE SUBMITTED UPON COMPLETION OF THAT PHASE OF
<br />WORK.
<br />3. WHERE FABRICATION OF STRUCTURAL, LOAD-BEARING OR LATERAL LOAD-RESISTING MEMBERS OR
<br />ASSEMBLIES IS BEING CONDUCTED ON THE PREMISES OF A FABRICATOR’S SHOP, SPECIAL INSPECTION
<br />OF THE FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION. SPECIAL INSPECTIONS
<br />DURING FABRICATION ARE NOT REQUIRED WHERE WORK IS DONE ON THE PREMISES OF A
<br />FABRICATOR REGISTERED AND APPROVED BY THE GOVERNING CODE AUTHORITY TO PERFORM SUCH
<br />WORK WITHOUT SPECIAL INSPECTION. FABRICATOR APPROVAL SHALL BE IN ACCORDANCE TO CBC
<br />SECTION 1704.2.5.1. ACCORDING TO 1704A.2.5.1 FABRICATOR APPROVAL IS NOT PERMITTED BY
<br />DSA-SS, DSA-SS/CC, OR OSHPD.
<br />4. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR SEISMIC FORCE
<br />RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR A WIND OR SEISMIC FORCE-RESISTING
<br />COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTION SHALL SUBMIT A WRITTEN
<br />STATEMENT OF RESPONSIBILITY TO THE GOVERNING CODE AUTHORITY AND THE OWNER PRIOR TO
<br />THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR’S STATEMENT OF
<br />RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL
<br />REQUIREMENTS OF INSPECTION.
<br />5. CONTRACTOR SHALL SUBMIT MATERIAL CERTIFICATION OR LABORATORY TEST REPORTS CERTIFYING
<br />MATERIALS ARE OF IDENTIFIABLE TESTED STOCK, COMPLYING WITH PROJECT SPECIFICATIONS, TO
<br />OWNER, APPROVED AGENCY, STRUCTURAL ENGINEER AND, UPON REQUEST, TO GOVERNING CODE
<br />AUTHORITY. IF LABORATORY TEST REPORTS CANNOT BE MADE AVAILABLE, APPROVED AGENCY WILL
<br />PERFORM TESTS AS DIRECTED BY STRUCTURAL ENGINEER. CONTRACTOR SHALL PAY FOR COSTS
<br />RELATED TO TESTS AND INSPECTIONS OF UNIDENTIFIABLE MATERIALS, MATERIALS FURNISHED
<br />WITHOUT LABORATORY TEST REPORTS, MATERIALS FOUND DEFICIENT AFTER INITIAL TESTS AND
<br />INSPECTIONS, AND/OR MATERIALS REPLACING DEFICIENT MATERIALS.
<br />6. APPROVED AGENCY SHALL SUBMIT MATERIAL TEST REPORTS INDICATING WHETHER TESTED
<br />MATERIALS ARE IN COMPLIANCE OR NONCOMPLIANCE WITH CONTRACT DOCUMENTS TO OWNER,
<br />CONTRACTOR, STRUCTURAL ENGINEER AND, UPON REQUEST, TO GOVERNING CODE AUTHORITY.
<br />7. APPROVED AGENCY SHALL PERFORM SPECIAL INSPECTIONS IN ACCORDANCE WITH CBC SECTION 1705,
<br />SECTION 1705A “REQUIRED SPECIAL INSPECTIONS AND TESTS”AND WITH THESE DRAWINGS FOR THE
<br />FOLLOWING WORK. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL TEST AND INSPECTION
<br />REQUIREMENTS.
<br />7.1. SOILS: SPECIAL INSPECTIONS AND TESTS OF EXISTING SITE SOIL CONDITIONS, FILL
<br />PLACEMENT AND LOAD-BEARING REQUIREMENTS SHALL BE PERFORMED IN ACCORDANCE WITH
<br />TABLE 1. THE APPROVED GEOTECHNICAL REPORT AND THE CONSTRUCTION DOCUMENTS
<br />SHALL BE USED TO DETERMINE COMPLIANCE.
<br />7.1.1. DURING FILL PLACEMENT THE APPROVED AGENCY SHALL VERIFY THAT PROPER MATERIALS
<br />AND PROCEDURES ARE USED IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED
<br />GEOTECHNICAL REPORT.
<br />8. APPROVED AGENCY SHALL PERFORM SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE IN ACCORDANCE
<br />WITH CBC SECTION 1705.12 FOR THE FOLLOWING WORK.
<br />8.1. STRUCTURAL WOOD: CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING FIELD GLUING
<br />OPERATIONS OF ELEMENTS OF THE SFRS.
<br />8.1.1. PERIODIC INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER
<br />FASTENING OF ELEMENTS OF THE SFRS, INCLUDING WOOD SHEAR WALLS, WOOD
<br />DIAPHRAGMS, DRAG-STRUTS, BRACES, SHEAR PANELS AND HOLD-DOWNS.
<br />8.1.2. SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS AND
<br />DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO
<br />OTHER COMPONENTS OF THE SFRS, WHERE FASTENER SPACING IS OF THE SHEATHING AT
<br />EDGES OR BOUNDARIES IS 4 IN. OR LESS.
<br />8.2. SPECIAL INSPECTIONS ARE NOT REQUIRED FOR COLD-FORMED STEEL LIGHT-FRAME SHEAR
<br />WALLS AND DIAPHRAGMS, INCLUDING SCREW INSTALLATION, BOLTING, ANCHORING AND
<br />OTHER FASTENING TO COMPONENTS OF THE SEISMIC FORCE-RESISTING SYSTEM, WHERE
<br />EITHER OF THE FOLLOWING APPLIES:
<br />8.2.1. THE SHEATHING IS GYPSUM BOARD OR FIBERBOARD.
<br />8.2.2. THE SHEATHING IS WOOD STRUCTURAL PANEL OR STEEL SHEETS ON ONLY ONE SIDE OF
<br />THE SHEAR WALL, SHEAR PANEL OR DIAPHRAGM ASSEMBLY AND THE FASTENER SPACINGS
<br />AT THE EDGES ARE 4 IN. OR LESS.
<br />8.3. ARCHITECTURAL COMPONENTS: PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE
<br />ERECTION AND FASTENING OF EXTERIOR CLADDING, INTERIOR AND EXTERIOR NONBEARING
<br />WALLS AND INTERIOR AND EXTERIOR VENEER.
<br />8.3.1. PERIODIC SPECIAL INSPECTION IS NOT REQUIRED FOR THE FOLLOWING:
<br />8.3.2. EXTERIOR CLADDING, INTERIOR AND EXTERIOR NONBEARING WALLS AND INTERIOR AND
<br />EXTERIOR VENEER 30 FEET OR LESS IN HEIGHT ABOVE GRADE OR WALKING SURFACE.
<br />8.3.3. EXTERIOR CLADDING AND INTERIOR AND EXTERIOR VENEER WEIGHING 5 PSF OR LESS.
<br />8.3.4. INTERIOR NONBEARING WALLS WEIGHING 15 PSF OR LESS.
<br />9. CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR FIELD
<br />WELDING, POST-INSTALLED ADHESIVE ANCHORS INSTALLED HORIZONTALLY OR UPWARDLY INCLINED
<br />TO RESIST SUSTAINED TENSION LOADS, SHOTCRETE PLACEMENT, CONCRETE STRENGTH f'c > 2500psi,
<br />SPRAYED-ON FIREPROOFING, ENGINEERED MASONRY, HIGH-LIFT GROUTING, HIGH LOAD DIAPHRAGMS,
<br />SPECIAL MOMENT-RESISTING CONCRETE FRAMES, AND HELICAL PILE FOUNDATION.
<br />10. SPECIAL INSPECTORS OR INSPECTION AGENCIES SHALL SUBMIT A SIGNED FINAL REPORT TO THE
<br />BUILDING DIVISION STATING THAT ALL ITEMS REQUIRING SPECIAL INSPECTION AND TESTING WERE
<br />FULFILLED AND REPORTED AND, TO THE BEST OF THEIR KNOWLEDGE, IN CONFORMANCE WITH THE
<br />APPROVED DESIGN DRAWINGS, SPECIFICATIONS, APPROVED CHANGE ORDERS AND THE APPLICABLE
<br />PROVISIONS OF THE CBC ITEMS NOT IN CONFORMANCE, UNRESOLVED ITEMS OR ANY DISCREPANCIES
<br />IN INSPECTION COVERAGE (I.E. MISSED INSPECTIONS, PERIODIC INSPECTIONS WHEN CONTINUOUS
<br />WAS REQUIRED, ETC.) SHOULD BE SPECIFICALLY ITEMIZED IN THIS REPORT. ALTERNATE FORMS MAY
<br />BE APPROVED BY THE BUILDING OFFICIALS. THE FINAL REPORT SHALL BE SUBMITTED AT THE SITE
<br />WITHIN SEVEN (7) DAYS OF COMPLETION OF THE JOB.
<br />11. EMPLOYMENT OF SPECIAL INSPECTION IS THE DIRECT RESPONSIBILITY OF THE OWNER, OR THE
<br />ENGINEER/ARCHITECT OF RECORD ACTING AS THE OWNER'S REPRESENTATIVE. SPECIAL INSPECTOR
<br />SHALL BE ONE OF THOSE AS PRESCRIBED IN SEC. 1704.
<br />STRUCTURAL OBSERVATION
<br />SPECIAL INSPECTIONWALL
<br />STUD TO STUD (NOT AT BRACED WALL PANELS)16d COMMON 24” O.C. FACE NAIL
<br />STUD TO STUD AND ABUTTING STUDS AT INTERSECTING
<br />WALL CORNERS (AT BRACED WALL PANELS)16d COMMON 16” O.C. FACE NAIL
<br />BUILT-UP HEADER 16d COMMON 16” O.C. EACH EDGE, FACE NAIL
<br />CONTINUOUS HEADER TO STUD 4-8d COMMON TOENAIL
<br />TOP PLATE TO TOP PLATE 16d COMMON 16” O.C. FACE NAIL
<br />TOP PLATE TO TOP PLATE, AT END JOINTS 8-16d COMMON
<br />EACH SIDE OF END JOINT, FACE
<br />NAIL (MIN 24” LAP SPLICE
<br />LENGTH EACH SIDE OF END JOINT)
<br />BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR
<br />BLOCKING (NOT AT BRACED WALL PANELS)16d COMMON 16” O.C. FACE NAIL
<br />BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR
<br />BLOCKING AT BRACED WALL PANELS 2-16d COMMON 16” O.C. FACE NAIL
<br />STUD TO TOP OR BOTTOM PLATE 4-8d COMMON TOENAIL
<br />TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL
<br />TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL
<br />1” BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL
<br />1”X6” SHEATHING TO EACH BEARING 2-8d COMMON FACE NAIL
<br />1”8” AND WIDER SHEATHING TO EACH BEARING 3-8d COMMON FACE NAIL
<br />FLOOR
<br />JOIST TO SILL, TOP PLATE, OR GIRDER 3-8d COMMON TOENAIL
<br />RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE,
<br />SILL OR OTHER FRAMING BELOW 8d COMMON 6” O.C., TOENAIL
<br />1”X6” SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON FACE NAIL
<br />2” SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON FACE NAIL
<br />2” PLANK 2-16d COMMON EACH BEARING, FACE NAIL
<br />BUILT UP GIRDERS AND BEAMS,
<br />2” LUMBER LAYERS
<br />20d COMMON
<br />32” O.C. FACE NAIL AT TOP AND
<br />BOTTOM STAGGERED ON
<br />OPPOSITE SIDES
<br />2-20d COMMON ENDS AND AT EACH SPLICE, FACE
<br />NAIL
<br />LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL
<br />JOIST TO BAND JOIST OR RIM JOIST 3-16d COMMON END NAIL
<br />BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS 2-8d COMMON EACH END, TOENAIL
<br />2022 CBC TABLE 2304.10.2 - FASTENING SCHEDULE
<br />DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE
<br />OF FASTENER
<br />SPACING AND
<br /> LOCATION
<br />ROOF
<br />BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR
<br />TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW 3 - 8d COMMON TOENAIL EACH END
<br />BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE
<br />WALL TOP PLATE, TO RAFTER OR TRUSS
<br />2 - 8d COMMON TOENAIL EACH END
<br />2-16d COMMON END NAIL
<br />FLAT BLOCKING TO TRUSS AND WEB FILLER 16d COMMON
<br />@6"O.C.FACE NAIL
<br />CEILING JOISTS TO TOP PLATE 3-8d COMMON TOENAIL EACH JOIST
<br />CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER,
<br />LAPS OVER PARTITIONS (NO THRUST) (TABLE AND
<br />SECTION2308.7.3.1)
<br />3-16d COMMON FACE NAIL
<br />CEILING JOISTS ATTACHED TO PARALLEL RAFTER (HEEL
<br />JOINT) (TABLE AND SECTION2308.7.3.1)7-16d COMMON FACE NAIL
<br />COLLAR TIE TO RAFTER 3-10d COMMON FACE NAIL
<br />RAFTER OR ROOF TRUSS TO TOP PLATE
<br />(TABLE AND SECTION 2308.7.5)3-10d COMMON TOENAIL (C)
<br />ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS; OR
<br />ROOF RAFTER TO 2” RIDGE BEAM
<br />2-16d COMMON END NAIL
<br />3-10d COMMON TOENAIL
<br />Structural Observation Program
<br />Designation of Structural Observation
<br />PROJECT ADDRESS: _________________________________________ PERMIT APPL. NO.__________
<br />Description of Work: ____________________________________________________________________
<br />Owner: _______________________ Architect: ________________________ Engineer: _______________
<br />STRUCTURAL OBSERVATION (Only checked items are required)
<br />Firm or individual to be responsible for the Structural Observation:
<br />Name: Phone: (
<br />FOUNDATION
<br />Footing, Stem Walls, Piers
<br />Mat Foundation
<br />Caisson, Piles, Grade Beams
<br />Stepp’g/Retaining Foundation,
<br />Hillside Special Anchors
<br />WALL
<br />Concrete
<br />Masonry
<br />Wood
<br />Others:
<br />The structure is classified as Occupancy Category III or IV.
<br />The Height of the structure is greater then 75 feet (22,860 mm) above the base. The structure is assigned to Seismic
<br />Design Category E, is classified as Occupancy Category I or II.
<br />DECLARATION BY OWNER I, the Owner of the project, declare that the above listed firm or individual
<br />is hired by me to be the Structural Observer.
<br />) Calif. Registration:
<br />FRAME
<br />Steel Moment Frame
<br />Steel Braced Frame
<br />DIAPHRAGM
<br />Concrete
<br />Steel Deck
<br />Concrete Moment Frame
<br />Masonry Wall Frame Others:
<br />Signature ______________________________Date _________________
<br />Declaration by Engineer or Architect of Record (required if different from the listed Structural Observer) I, the
<br />Engineer or Architect of record for the project, declare that the above listed firm or individual is designated by me
<br />to be responsible for the Structural Observation.
<br />Signature ______________________________
<br />300 N. Flower Street, Santa Ana, CA 92703
<br />P.O. Box 4048, Santa Ana, CA 92702-4048
<br />Revised 02/2017
<br />Date __________________
<br />www.ocpublicworks.com
<br />P: 714.667.8888 I F: 714.667.7575
<br />ocpCustomerCare@ocpw.ocgov.com
<br /> Wood
<br />1011 W 2ND ST, SANTA ANA, CA 92703
<br />DEMOLISHING AND REBUILDING THE EXISTING GARAGE LIKE FOR LIKE
<br />Special Inspection Program and Designation of
<br />Special Inspectors
<br />601 N. Ross Street, Santa Ana, CA 92701
<br />P.O. Box 4048, Santa Ana, CA 92702-4048
<br />www.ocpublicworks.com
<br />714.667.8888 | myOCeServices.ocgov.com
<br />□ Concrete (Design Mix, Form Work, Placement, etc., per
<br />□ Erection of Pre-Cast Concrete Members
<br />□ Bolts Installed in Concrete
<br />□ Reinforcing Steel and Pre-Stressing Steel Tendons
<br />□ StructuralWelding/Rebar Welding
<br />□ High-Strength Bolting/Material Verification
<br />□ Steel Frame Joint Details
<br />□ All Masonry Construction
<br />□ Sprayed Fire-Resistive Materials
<br />□ Shotcrete (Curing Temperature, Design Mix,
<br /> Placement, Strength etc. per table 1705.3)
<br />□ Soils (Excavation, Fill, etc. per table 1705.6)
<br />□ Smoke-Control System
<br />□ Driven Piles per Table 1705.7
<br />□ Cast in Place Piers per Table 1705.8
<br />□ Mastic and Intumescent Fire-Resistant Coatings
<br />□ Exterior Insulation and Finish Systems (EIFS)
<br />□Wood for High-Load Diaphragms
<br />□ Others
<br />□ Others
<br />□ Others
<br />□ Others
<br /> SPECIAL INSPECTIONS
<br />(Only checked items are required)
<br />INSPECTION ITEMS SPECIAL INSPECTORS(S)
<br />NAME,PHONE NUMBER,REGISTRATION#
<br />DECLARATION BY OWNER OR ARCHITECT/ENGINEER OF RECORD:
<br />I, the □ Owner □ Engineer or □ Architect of record,declare that the above listed Special Inspector(s) is/are hired by me.
<br />Print Name Signature Date
<br />1. EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER SHALL CONFORM TO THE
<br />FOLLOWIG:
<br />1.1. EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT SHALL CONFORM TO ASTM
<br />C847,ASTM C1032, AND ASTM C150 AND SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C926
<br />AND ASTM C1063.METAL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION - RESISTANT
<br />MATERIAL..
<br />1.2. FASTENER TO STUDS,TOP AND BOTTOM PLATES, AND BLOCKING SHALL BE 0.120" NAIL X 1-½”
<br />LONG, 7/16" HEAD OR NO. 16 GAGE GALV. STAPLE, 7/8" LEGS. STAPLES SHALL HAVE A MINIMUM
<br />CROWN WIDTH OF 7/16", MEASURED OUTSIDE THE LEGS, AND SHALL BE INSTALLED WITH THEIR
<br />CROWNS PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS.STAPLES FOR THE
<br />ATTACHMENT OF GYPSUM LATH AND WOVEN-WIRE LATH SHALL HAVE A MINIMUM CROWN WIDTH
<br />OF 3/4", MEASURED OUTSIDE THE LEGS.
<br />2. ALL WALLS,FLOOR,CIELING AND ROOF GYPSUM BOARD SHALL BE AT LEAST 5/8" THICK (UNO ON ARCH.
<br />DWG.) AND CONFORM TO THE FOLLOWING REQUIREMENTS:
<br />2.1. GYPSUM WALLBOARD SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN
<br />ACCORDANCE WITH ASTM C 840. GYPSUM BASE FOR VENEER PLASTER SHALL CONFORM TO ASTM C
<br />1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C844 BUT NOT LESS THAN THE
<br />FOLLOWING REQUIREMENTS. WATER-RESISTANT GYPSUM BACKING BOARD SHALL CONFORM TO
<br />ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C 840.
<br />2.2. GYPSUM BOARD OR GYPSUM PANEL PRODUCTS SHALL BE INSTALLED PERPENDICULAR TO FRAMING
<br />MEMBERS.END JOINTS OF ADJACENT COURSES OF GYPSUM BOARD SHALL NOT OCCUR ON THE
<br />SAME JOIST.
<br />2.3. BOARDS SHALL BE CONNECTED TO THE SUPPORTING ELEMENTS (STUDS, JOISTS,RAFTERS, TOP
<br />AND BOTTOM PLATES, AND BLOCKING) WITH 6D COOLER (0.092" X 1-7/8" LONG, 1/4" HEAD) OR
<br />WALLBOARD NAIL (0.0915" X 1-7/8" LONG, 19/64" HEAD) OR 0.120" NAIL X 1-3/4" LONG, MIN 3/8"
<br />HEAD.
<br />2.4. ALTERNATIVELY BOARDS INSTALLED ON THE WALLS MAY BE CONNECTED TO THE SUPPORTING
<br />MEMBERS WITH NO.16 GAGE GALV. STAPLE, 1-1/2" LEGS, 1-5/8" LONG. STAPLES SHALL HAVE A
<br />MINIMUM CROWN WIDTH OF 7/16", MEASURED OUTSIDE THE LEGS, AND SHALL BE INSTALLED
<br />WITH THEIR CROWNS PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS.STAPLES
<br />FOR THE ATTACHMENT OF GYPSUM LATH AND WOVEN-WIRE LATH SHALL HAVE A MINIMUM CROWN
<br />WIDTH OF 3/4", MEASURED OUTSIDE THE LEGS.
<br />2.5. TYPE S OR W DRYWALL SCREWS SHALL CONFORM TO REQUIREMENTS OF ASTM C 1002.
<br />2.6. FASTENERS SHALL BE SPACED NOT MORE THAN 7 INCHES ON CENTER AT ALL SUPPORTS,
<br />INCLUDING PERIMETER BLOCKING, AND NOT MORE THAN 3/4" FROM THE EDGES AND ENDS OF THE
<br />GYPSUM BOARD OR GYPSUM PANEL PRODUCT.
<br />2.7. PERIMETER EDGES OF ALL GYPSUM BOARDS SHALL BE BLOCKED USING A WOOD MEMBER NOT LESS
<br />THAN 2"X6" NOMINAL DIMENSION. BLOCKING MATERIAL SHALL BE INSTALLED FLAT OVER THE TOP
<br />PLATE OF THE WALL TO PROVIDE A NAILING SURFACE NOT LESS THAN 2" IN WIDTH FOR THE
<br />ATTACHMENT OF THE GYPSUM BOARD OR GYPSUM PANEL PRODUCT.
<br />1. EXTERIOR AND INTERIOR CEMENT PLASTER AND LATHING SHALL BE DONE WITH THE APPROPRIATE
<br />MATERIALS LISTED IN TABLE BELOW.
<br />2. EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER SHALL CONFORM TO THE
<br />FOLLOWING:
<br /> 2.1 EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT SHALL CONFORM TO ASTM C847,
<br />ASTM C1032, AND ASTM C150 AND SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C926 AND ASTM
<br />C1063. METAL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION-RESISTANT MATERIAL.
<br />2.2 FASTENER TO STUDS, TOP AND BOTTOM PLATES, AND BLOCKING SHALL BE 0.120" NAIL X 1-1/2"
<br />LONG, 7/16" HEAD OR NO.16 GAGE GALV. STAPLE, 7/8" LEGS. STAPLES SHALL HAVE A MINIMUM CROWN
<br />WIDTH OF 7/16", MEASURED OUTSIDE THE LEGS, AND SHALL BE INSTALLED WITH THEIR CROWNS
<br />PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS. STAPLES FOR THE ATTACHMENT OF
<br />GYPSUM LATH AND WOVEN-WIRE LATH SHALL HAVE A MINIMUM CROWN WIDTH OF 3/4", MEASURED
<br />OUTSIDE THE LEGS.
<br />3. MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PROTECT THEM FROM THE WEATHER.
<br />4. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063.
<br />5. METAL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION-RESISTANT MATERIAL.
<br />6. BACKING OR A LATH SHALL PROVIDE SUFFICIENT RIGIDITY TO PERMIT PLASTER APPLICATIONS.
<br />6.1 WHERE LATH ON VERTICAL SURFACES EXTENDS BETWEEN RAFTERS OR OTHER SIMILAR PROJECTING
<br />MEMBERS, SOLID BACKING SHALL BE INSTALLED TO PROVIDE SUPPORT FOR LATH AND ATTACHMENTS.
<br />6.2 GYPSUM LATH OR GYPSUM WALLBOARD SHALL NOT BE USED AS BACKING FOR CEMENT PLASTER
<br />UNO.
<br />7. APPROVED WATER-RESISTIVE BARRIERS SHALL BE INSTALLED AND, WHERE APPLIED OVER
<br />WOOD-BASED SHEATHING, SHALL INCLUDE A WATER-RESISTIVE VAPOR-PERMEABLE BARRIER WITH A
<br />PERFORMANCE AT LEAST. EQUIVALENT TO TWO LAYERS OF WATER-RESISTIVE BARRIER COMPLYING WITH
<br />ASTM E2556, TYPE I. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH
<br />LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (SEE ARCH DWG. AND INSTALLED
<br />IN ACCORDANCE WITH SECTION 1404.4 OF CBC) INTENDED TO DRAIN TO THE WATER-RESISTIVE BARRIER
<br />IS DIRECTED BETWEEN THE LAYERS.
<br />7.1 EXCEPTION 1: WHERE THE WATER-RESISTIVE BARRIER THAT IS APPLIED OVER WOOD-BASED
<br />SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF A WATER-RESISTIVE
<br />BARRIER COMPLYING WITH ASTM E2556, TYPE II AND IS SEPARATED FROM THE STUCCO BY AN
<br />INTERVENING, SUBSTANTIALLY NONWATERY-ABSORBING LAYER OR DRAINAGE SPACE.
<br /> 7.2 EXCEPTION 2: WHERE THE WATER-RESISTIVE BARRIER IS APPLIED OVER WOOD-BASE SHEATHING IN
<br />CLIMATE ZONE 1A, 2A OR 3A, A VENTILATED AIR SPACE SHALL BE PROVIDE BETWEEN THE STUCCO AND
<br />WATER-RESISTIVE BARRIER.
<br />8. MASONRY AND CONCRETE SURFACES SHALL BE CLEAN, FREE FROM EFFLORESCENCE, SUFFICIENTLY
<br />DAMP AND ROUGH FOR PROPER BOND. IF THE SURFACE IS INSUFFICIENTLY ROUGH, APPROVED BONDING
<br />AGENTS OR A PORTLAND CEMENT DASH BOND COAT MIXED IN PROPORTIONS OF NOT MORE THAN TWO
<br />PARTS VOLUME OF SAND TO ONE PART VOLUME OF PORTLAND CEMENT OR PLASTIC CEMENT SHALL BE
<br />APPLIED. THE DASH BOND COAT SHALL BE LEFT UNDISTURBED AND SHALL BE MOIST CURED NOT LESS
<br />THAN 24 HOURS.
<br />TABLE 2507 - LATH, PLASTERING MATERIALS AND ACCESSORIES
<br />MATERIAL STANDARD
<br />ACCESSORIES FOR GYPSUM VENEER BASE ASTM C1047
<br />BLENDED CEMENT ASTM C595
<br />COLD-FORMED STEEL STUDS AND TRACK, STRUCTURAL AISI S240
<br />COLD-FORMED STEEL STUDS AND TRACK, NONSTRUCTURAL AISI S220
<br />EXTERIOR PLASTER BONDING COMPOUNDS ASTM C932
<br />HYDRAULIC CEMENT ASTM C1157; C1600
<br />GYPSUM CASTING AND MOLDING PLASTER ASTM C59
<br />GYPSUM KEENE'S CEMENT ASTM C61
<br /> GYPSUM PLASTER ASTM C28
<br />GYPSUM VENEER PLASTER ASTM C587
<br />INTERIOR BONDING COMPOUNDS, GYPSUM ASTM C631
<br />LIME PLASTERS ASTM C5;C206
<br />MASONRY CEMENT ASTM C91
<br />METAL LATH ASTM C847
<br />PLASTER AGGREGATES
<br /> SAND
<br />PERLITE
<br /> VERMICULITE
<br />ASTM C35; C897
<br />ASTM C35
<br />ASTM C35
<br />PLASTIC CEMENT ASTM C1328
<br /> PORTLAND CEMENT ASTM C150
<br />STEEL SCREWS ASTM C1002; C954
<br />WELDED WIRE LATH ASTM C933
<br />WOVEN WIRE PLASTER BASE ASTM C103
<br />1. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER
<br />METAL LATH OR WIRE FABRIC LATH OR GYPSUM BOARD BACKING AS SPECIFIED IN NOTE 5 AND SHALL BE
<br />NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. IF THE PLASTER SURFACE IS
<br />TO BE COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL, OR IS COMPLETELY CONCEALED
<br />BY ANOTHER WALL, PLASTER APPLICATION NEED ONLY BE TWO COATS, PROVIDED THAT THE TOTAL
<br />THICKNESS IS AS SET FORTH IN ASTM C926.
<br />2. ON WOOD FRAME OR STEEL STUD CONSTRUCTION WITH AN ON-GRADE CONCRETE FLOOR SLAB
<br />SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED IN SUCH A MANNER AS TO COVER, BUT NOT TO EXTEND
<br />BELOW, THE LATH AND PAPER. THE APPLICATION OF LATH, PAPER AND FLASHING OR DRIP SCREEDS
<br />SHALL COMPLY WITH ASTM C1063.
<br />3. A MINIMUM 0.019-INCH (NO. 26 GALVANIZED SHEET GAGE), CORROSION-RESISTANT WEEP SCREED
<br />WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3.5 IN. SHALL BE PROVIDED AT OR BELOW THE
<br />FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP
<br />SCREED SHALL BE PLACED NOT LESS THAN 4 IN. ABOVE THE EARTH OR 2 IN. ABOVE PAVED AREAS AND BE
<br />OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE
<br />WATER-RESISTIVE BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER
<br />AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED.
<br />4. ONLY APPROVED PLASTICITY AGENTS AND APPROVED AMOUNTS THEREOF SHALL BE ADDED TO
<br />PORTLAND CEMENT OR BLENDED CEMENTS. WHERE PLASTIC CEMENT OR MASONRY CEMENT IS USED,
<br />ADDITIONAL LIME OR PLASTICIZERS SHALL NOT BE ADDED. HYDRATED LIME OR THE EQUIVALENT
<br />AMOUNT OF LIME PUTTY USED AS A PLASTICIZER IS PERMITTED TO BE ADDED TO CEMENT PLASTER OR
<br />CEMENT AND LIME PLASTER IN AN AMOUNT NOT TO EXCEED THAT SET FORTH IN ASTM C926.
<br />5. GYPSUM PLASTER SHALL NOT BE USED ON EXTERIOR SURFACES.
<br />6. CEMENT PLASTER COATS SHALL BE PROTECTED FROM FREEZING FOR A PERIOD OF NOT LESS THAN 24
<br />HOURS AFTER SET HAS OCCURRED. PLASTER SHALL BE APPLIED WHEN THE AMBIENT TEMPERATURE IS
<br />HIGHER THAN 40°F, UNLESS PROVISIONS ARE MADE TO KEEP CEMENT PLASTER WORK ABOVE 40°F
<br />DURING APPLICATION AND 48 HOURS THEREAFTER.
<br />7. THE SECOND COAT SHALL BE BROUGHT OUT TO PROPER THICKNESS, RODDED AND FLOATED
<br />SUFFICIENTLY ROUGH TO PROVIDE ADEQUATE BOND FOR THE FINISH COAT. THE SECOND COAT SHALL
<br />NOT HAVE VARIATIONS GREATER THAN 1/4 IN. IN ANY DIRECTION UNDER A 5-FOOT STRAIGHT EDGE.
<br />8. FIRST AND SECOND COATS OF CEMENT PLASTER SHALL BE APPLIED AND MOIST CURED AS SET FORTH
<br />IN ASTM C926 AND TABLE BELOW.
<br />a. THE FIRST TWO COATS SHALL BE AS REQUIRED FOR THE FIRST COATS OF EXTERIOR PLASTER,
<br />EXCEPT THAT THE MOIST-CURING TIME PERIOD BETWEEN THE FIRST AND SECOND COATS SHALL
<br />BE NOT LESS THAN 24 HOURS. MOIST CURING SHALL NOT BE REQUIRED WHERE JOB AND WEATHER
<br />CONDITIONS ARE FAVORABLE TO THE RETENTION OF MOISTURE IN THE CEMENT PLASTER FOR THE
<br />REQUIRED TIME PERIOD.
<br />b. TWENTY-FOUR-HOUR MINIMUM INTERVAL BETWEEN COATS O INTERIOR CEMENT PLASTER. OTHER
<br />METHODS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL.
<br />c. FINISH COAT PLASTER IS PERMITTED TO BE APPLIED TO INTERIOR CEMENT PLASTER BASE COATS
<br />AFTER A 48-HOURS PERIOD.
<br />9.WHERE APPLIED DIRECTLY TO UNIT MASONRY SURFACES, THE SECOND COAT IS PERMITTED TO BE
<br />APPLIED AS SOON AS THE FIRST COAT HAS ATTAINED SUFFICIENT HARDNESS.
<br />10. THE SECOND COAT IS PERMITTED TO BE APPLIED AS SOON AS THE FIRST COAT HAS ATTAINED
<br />SUFFICIENT RIGIDITY TO RECEIVE THE SECOND COAT.
<br />10.1 WHERE USING THIS METHOD OF APPLICATION, CALCIUM ALUMINATE CEMENT UP TO 15 PERCENT
<br />OF THE WEIGHT OF THE PORTLAND CEMENT IS PERMITTED TO BE ADDED TO THE MIX.
<br />10.2 CURING OF THE FIRST COAT IS PERMITTED TO BE OMITTED AND THE SECOND COAT SHALL BE
<br />CURED AS SET FORTH IN ASTM C926 AND TABLE 2512.6.
<br />11. CEMENT PLASTER FINISH COATS SHALL BE APPLIED OVER BASE COATS THAT HAVE BEEN IN PLACE
<br />FOR THE TIME PERIODS SET FORTH IN ASTM C926. THE THIRD OR FINISH COAT SHALL BE APPLIED WITH
<br />SUFFICIENT MATERIAL AND PRESSURE TO BOND AND TO COVER THE BROWN COAT AND SHALL BE OF
<br />SUFFICIENT THICKNESS TO CONCEAL THE BROWN COAT.
<br />TABLE 2512.6 CEMENT PLASTERS
<br />COAT MINIMUM PERIOD MOIST CURING MINIMUM INTERVAL BETWEEN COTTS
<br />FIRST 48 HOURS 48 HOURS
<br />SECOND 48 HOURS 7 DAYS
<br />FINISH - NOTE C
<br />1. ALL WALLS,FLOOR,CIELING AND ROOF GYPSUM BOARD SHALL BE AT LEAST 5/8" THICK (UNO ON ARCH.
<br />DWG.) AND CONFORM TO THE FOLLOWING REQUIREMENTS:
<br />1.1 GYPSUM WALLBOARD SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE
<br />WITH ASTM C 840. GYPSUM BASE FOR VENEER PLASTER SHALL CONFORM TO ASTM C 1396 AND SHALL BE
<br />INSTALLED IN ACCORDANCE WITH ASTM C844 BUT NOT LESS THAN THE FOLLOWING REQUIREMENTS.
<br />WATER-RESISTANT GYPSUM BACKING BOARD SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED
<br />IN ACCORDANCE WITH ASTM C 840.
<br />1.2 GYPSUM BOARD OR GYPSUM PANEL PRODUCTS SHALL BE INSTALLED PERPENDICULAR TO FRAMING
<br />MEMBERS. END JOINTS OF ADJACENT COURSES OF GYPSUM BOARD SHALL NOT OCCUR ON THE SAME
<br />JOIST.
<br />1.3 BOARDS SHALL BE CONNECTED TO THE SUPPORTING ELEMENTS (STUDS, JOISTS,RAFTERS, TOP AND
<br />BOTTOM PLATES, AND BLOCKING) WITH 6D COOLER (0.092" X 1-7/8" LONG, 1/4" HEAD) OR WALLBOARD
<br />NAIL (0.0915" X 1-7/8" LONG, 19/64" HEAD) OR 0.120" NAIL X 1-3/4" LONG, MIN 3/8" HEAD.
<br />1.4 ALTERNATIVELY BOARDS INSTALLED ON THE WALLS MAY BE CONNECTED TO THE SUPPORTING
<br />MEMBERS WITH NO.16 GAGE GALV. STAPLE, 1-1/2" LEGS, 1-5/8" LONG. STAPLES SHALL HAVE A MINIMUM
<br />CROWN WIDTH OF 7/16", MEASURED OUTSIDE THE LEGS, AND SHALL BE INSTALLED WITH THEIR CROWNS
<br />PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS. STAPLES FOR THE ATTACHMENT OF
<br />GYPSUM LATH AND WOVEN-WIRE LATH SHALL HAVE A MINIMUM CROWN WIDTH OF 3/4", MEASURED
<br />OUTSIDE THE LEGS.
<br />1.5 TYPE S OR W DRYWALL SCREWS SHALL CONFORM TO REQUIREMENTS OF ASTM C 1002.
<br />1.6 FASTENERS SHALL BE SPACED NOT MORE THAN 7 INCHES ON CENTER AT ALL SUPPORTS, INCLUDING
<br />PERIMETER BLOCKING, AND NOT MORE THAN 3/4" FROM THE EDGES AND ENDS OF THE GYPSUM BOARD
<br />OR GYPSUM PANEL PRODUCT.
<br />1.7 PERIMETER EDGES OF ALL GYPSUM BOARDS SHLL BE BLOCKED USING A WOOD MEMBER NOT LESS
<br />THAN 2"X6" NOMINAL DIMENSION. BLOCKING MATERIAL SHALL BE INSTALLED FLAT OVER THE TOP PLATE
<br />OF THE WALL TO PROVIDE A NAILING SURFACE NOT LESS THAN 2" IN WIDTH FOR THE ATTACHMENT OF
<br />THE GYPSUM BOARD OR GYPSUM PANEL PRODUCT.
<br />GYPSUM BOARD AND EXPANDED METAL OR WOVEN WIRE
<br />LATH AND PORTLAND CEMENT PLASTER (STUCCO) NOTES
<br />LATHING AND FURRING FOR CEMENT PLASTER
<br />EXTERIOR PLASTER
<br />GYPSUM BOARD
<br />PROJECT
<br />CLIENT
<br />0' 2' 4' 8' 16'
<br />SHEET TITLE
<br />1011 W 2ND ST, SANTA ANA,
<br />CA 92703
<br />JUAN GARSIA
<br />SAZAN INC.
<br />2610 Vista Del Oro, Newport Beach, CA 92660
<br />S0.02
<br />CONSTRUCTION NOTES
<br />DATE. 12/21/2023
<br />EXP. 06-30-2024
<br />
<br /> <br />
<br /><br />
<br />1011 W Second St
<br />5/1/2025
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