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<br />1" ACTUAL
<br />No.6432J
<br />EFFREY SCOTT LUBBERTS
<br />STRUC T URALSTATEOFCALIFORNIA
<br />REGISTERED PROFESSIONALENGINEER
<br />GENERAL STRUCTURAL NOTES:
<br />1.THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE PREPARED BY RGSE INC.
<br />ALTERATION OF THIS DOCUMENT BY ANY PARTY OTHER THAN RGSE INC. IS A VIOLATION OF LAW THAT
<br />WILL BE PROSECUTED TO ITS FULLEST EXTENT.
<br />2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT THE JOB SITE PRIOR TO
<br />STARTING CONSTRUCTION AND THE ARCHITECT/ENGINEER SHALL BE NOTIFIED OF ANY
<br />DISCREPANCIES, INCONSISTENCIES, OR ISSUES WITH CONSTRUCTIBILITY.
<br />3.AT ANY DISCREPANCIES OR CONFLICTS BETWEEN PLAN AND ELEVATION DIMENSIONS SHOWN ON THE
<br />ARCHITECTURAL DRAWINGS AND THE STRUCTURAL DRAWINGS, THE ARCHITECTURAL DIMENSIONS
<br />SHALL GOVERN. IF ANY OF THESE DIMENSIONS DIFFER BY MORE THAN 5%, THE ENGINEER SHALL BE
<br />NOTIFIED OF THE CONFLICT, AND THE CONTRACTOR SHALL WAIT FOR INSTRUCTIONS.
<br />4.THE CONTRACT CONSTRUCTION DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
<br />STRUCTURE. UNLESS OTHERWISE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.
<br />THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE,
<br />WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT
<br />NOT LIMITED TO: BRACING, ALL SHORING, FORMS, AND SCAFFOLDING.
<br />5.OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN SLABS BEAMS, COLUMNS, WALLS, ETC., UNLESS
<br />SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS.
<br />6.ALL ASTM SPECIFICATIONS NOTED ON THESE DRAWINGS SHALL BE OF THE LATEST REVISION.
<br />7.IN THE EVENT THAT CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE
<br />DRAWINGS OR CALLED FOR IN THE NOTES OR SPECIFICATIONS. NOTIFY THE ARCHITECT/ENGINEER
<br />IMMEDIATELY & WAIT FOR INSTRUCTIONS.
<br />8.COST OF ADDITIONAL DESIGN WORK NECESSITATED BY SELECTION OF AN OPTION NOT DUE TO
<br />ERRORS OR OMISSIONS IN CONSTRUCTION, SHALL BE BORN BY THE CONTRACTOR.
<br />9.WHERE DESIGN AND DETAILS OF PLATE GIRDERS, TRUSSES, ETC., IS TO BE PROVIDED BY FABRICATOR,
<br />CONTRACTOR SHALL SUBMIT CALCULATIONS PREPARED BY A CIVIL OR STRUCTURAL ENGINEER, TO
<br />THE ENGINEER AND TO THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION.
<br />10.UNLESS AN ITEM ON THE PLANS OR DETAILS IS SPECIFICALLY MARKED AS AN EXISTING ITEM, THE
<br />CONTRACTOR IS TO ASSUME THAT IT IS NEW, AND INCLUDE IT IN THE CONSTRUCTION BUDGET.
<br />11.WHERE SOIL REPORT IS CITED, ITS REQUIREMENTS ADOPTED HEREIN.
<br />12.ALL MANUFACTURED PRODUCTS MUST BE INSTALLED PER MANUFACTURER'S RECOMMENDATION.
<br />13.WHILE EVERY REASONABLE EFFORT HAS BEEN MADE TO PROVIDE A BUILDABLE SET OF CONTRACT
<br />DOCUMENTS WITH MINIMAL ERRORS OR OMISSIONS, THE CONTRACTOR ACKNOWLEDGES AND
<br />UNDERSTANDS THAT THE CONTRACT DOCUMENTS MAY REPRESENT IMPERFECT DATA AND MAY
<br />CONTAIN ERRORS, OMISSIONS, CONFLICTS, INCONSISTENCIES, CODE VIOLATIONS AND IMPROPER USE
<br />OF MATERIALS. SUCH DEFICIENCIES WILL BE CORRECTED BY THE ARCHITECT OR HIS/HER
<br />CONSULTANTS WHEN IDENTIFIED. THE CONTRACTOR AGREES TO CAREFULLY STUDY AND COMPARE
<br />THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE ARCHITECT ANY
<br />DEFICIENCIES THE CONTRACTOR MAY DISCOVER. THE CONTRACTOR FURTHER AGREES TO REQUIRE
<br />EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND TO REPORT AT ONCE ANY
<br />DEFICIENCIES DISCOVERED. THE CONSULTANT AND ARCHITECT, TOGETHER WITH CONTRACTOR
<br />SHALL RESOLVE ALL REPORTED DEFICIENCIES PRIOR TO STARTING ANY WORK. ANY QUESTIONABLE
<br />WORK PERFORMED PRIOR TO RESOLUTION OF CONFLICTS OR ERRORS OR FURTHER CLARIFICATION
<br />FROM THE ARCHITECT WILL BE DONE AT THE CONTRACTOR'S RISK.
<br />14.OPTIONS, IF PROVIDED HEREIN, ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE
<br />FOR ALL CHANGES NECESSARY, SHALL COORDINATE ALL DETAILS, AND SHALL OBTAIN ALL REQUIRED
<br />APPROVALS.
<br />15.ANY MECHANICAL AND ELECTRICAL EQUIPMENT, STORAGE RACKS, SAFES, AND ANY OBJECT
<br />EXPECTED TO BE IN THE BUILDING THAT HAS AN OPERATIONAL WEIGHT (FULLY LOADED) GREATER
<br />THEN 400 LB. FLOOR OR ROOF MOUNTED, OR GREATER THEN 200 LB. SUSPENDED FROM A FLOOR,
<br />CEILING OR WALL SHALL BE SHOWN ON THESE DRAWINGS. IF THEY ARE NOT SHOWN ON THESE
<br />DRAWINGS, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER, AND A CUT
<br />SHEET FOR THE SPECIFIC ITEM SHALL BE MADE AVAILABLE.
<br />16.CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING SHALL BE IN CONFORMANCE WITH
<br />THE REQUIREMENTS OF THE LATEST ADOPTED CALIFORNIA GREEN BUILDING CODE.
<br />17.CONTRACTOR IS TO VERIFY THAT NO EXISTING STEEL REINFORCING, OR TENSION CABLES ARE
<br />DAMAGED WHEN INSTALLING POST INSTALLED WEDGE OR CHEMICAL ANCHORS. MECHANICAL
<br />ANCHORS ARE ONLY APPROVED FOR INTERIOR DRY USE, OTHERWISE CHEMICAL ANCHORS MUST BE
<br />USED.
<br />18.ENHANCED DURABILITY AND REDUCE MAINTENANCE. RODENT PROOFING. ANNULAR SPACES AROUND
<br />PIPED, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR
<br />WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS
<br />WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE
<br />ENFORCING AGENCY.
<br />19.WHERE SEISMIC GAPS ARE SPECIFIED, THE GAP SHALL BE DEFINED AS THE DISTANCE BETWEEN
<br />ARCHITECTURAL FINISH TO FINISH. COMPRESSIBLE MATERIALS MAY BE PLACED IN SEISMIC GAPS.
<br />20.DUE TO SUPPLY CHAIN INTERRUPTIONS, AND THE COMPLEXITY OF PREDICTING THEM, THE
<br />CONTRACTOR SHALL REVIEW THE SPECIFICATIONS, ANY KNOWN EQUAL ALTERNATIVE MATERIALS AND
<br />PRODUCTS SHALL BE SUBMITTED TO THE ARCH AND EOR FOR REVIEW AND APPROVAL, TO AVOID
<br />UNREASONABLE COST INCREASES, AND/OR CONSTRUCTION DELAYS.
<br />STRUCTURAL OBSERVATION:
<br />PROGRAM NOT INCLUDED BECAUSE THIS PROJECT IS NOT REQUIRED BY ANY OF CBC SECTIONS BELOW:
<br />1704.6.1 STRUCTURAL OBSERVATIONS FOR STRUCTURES.
<br />STRUCTURAL OBSERVATIONS SHALL BE PROVIDED FOR THOSE STRUCTURES WHERE ONE OR MORE OF THE
<br />FOLLOWING CONDITIONS EXIST:
<br />1.THE STRUCTURE IS CLASSIFIED AS RISK CATEGORY III OR IV.
<br />2.THE STRUCTURE IS A HIGH-RISE BUILDING.
<br />3.THE STRUCTURE IS ASSIGNED TO SEISMIC DESIGN CATEGORY E, AND IS GREATER THAN TWO
<br />STORIES ABOVE THE GRADE PLANE.
<br />4.SUCH OBSERVATION IS REQUIRED BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE
<br />FOR THE STRUCTURAL DESIGN.
<br />5.SUCH OBSERVATION IS SPECIFICALLY REQUIRED BY THE BUILDING OFFICIAL.
<br />SPECIAL INSPECTIONS:
<br />1.SPECIAL INSPECTION U.N.O. BY A REGISTERED DEPUTY INSPECTOR APPROVED BY THE ARCHITECT
<br />AND/OR ENGINEER AND THE BUILDING DEPARTMENT SHALL BE EMPLOYED BY THE OWNER FOR THE
<br />FOLLOWING TYPES OF WORK:
<br />A.SEE C.B.C. VOL.II, SECTION 1704 FOR ADDITIONAL REQUIREMENTS. DEPUTY INSPECTION MAY BE
<br />WAVED FOR WORK THAT IS MINOR IN NATURE AS INTERPRETED BY THE BUILDING OFFICIAL.
<br />2.THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,
<br />TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF
<br />CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTOR SHALL
<br />OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND
<br />SPECIFICATIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING
<br />OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, AND OTHER DESIGNATED PERSONS. ALL
<br />DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR
<br />CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING
<br />OFFICIAL. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE
<br />WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN
<br />CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP
<br />PROVISIONS OF THE CODE PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
<br />3.EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND-OR SEISMIC-
<br />FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND-OR SEISMIC-RESISTING
<br />COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTION SHALL SUBMIT A WRITTEN
<br />STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE
<br />COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF
<br />RESPONSIBILITY SHALL CONTAIN THE FOLLOWING:
<br />A.ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE
<br />STATEMENT OF SPECIAL INSPECTIONS;
<br />B.ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH
<br />CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL;
<br />C.PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE
<br />METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; AND
<br />D.IDENTIFICATION AND QUALIFICATION OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR
<br />POSITION(S) IN THE ORGANIZATION.
<br />FRAMING LUMBER:
<br />1.ALL FRAMING LUMBER SHALL BE COAST REGION DOUGLAS FIR-LARCH & SHALL CONFORM TO THE
<br />FOLLOWING GRADES AS ESTABLISHED BY THE W.C.L.I.B. SAWN LUMBER, MACHINE STRESS-RATED OR
<br />MACHINE-EVALUATED LUMBER, SHALL BE IDENTIFIED BY THE GRADE MARK OF LUMBER GRADING OR
<br />INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH
<br />DOC PS 20 OR EQUIVALENT.:
<br />A.STUDS: (EXCEPT AS NOTED ON DRAWINGS)
<br />1. 2"-4" THICK, 2"-4" WIDE, INTERIOR, NON-BEARING PARTITIONS, STANDARD GRADE.
<br />2. 2"-4" THICK, NO.2 OR BETTER DF.
<br />B.JOISTS AND RAFTERS: (EXCEPT AS NOTED ON DRAWINGS)
<br />1. 2"-4" THICK, 2"-4" WIDE, NO.2
<br />2. 2"-4" THICK, 5" AND WIDER, NO.2
<br />C.BEAMS AND HEADERS: (EXCEPT AS NOTED ON DRAWINGS)
<br />1. 2"-4" THICK, 5" AND WIDER, NO.1
<br />2. 5" AND THICKER, NO.1
<br />D.POSTS: ALL POSTS NO.1
<br />E.TOP PLATES: 2 X 4 NO.1 2 X 6 NO.2 OR BETTER
<br />F.BLOCKING: STANDARD GRADE
<br />G.SILL PLATES:
<br />1. ALL SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
<br />H.MICROLLAM LVL, OR PARALLAM PSL MAY BE USED IN LIU OF ANY GRADES LISTED ABOVE.
<br />2.ALL FRAMING ANCHORS, CLIPS, STRAPS, HANGERS, ETC., SHALL BE MANUFACTURED BY SIMPSON
<br />COMPANY OR I.C.C. APPROVED EQUAL WITH 5% TOLERANCE.
<br />3.HY-TEK FASTENERS MAY BE USED AS AN APPROVED EQUAL IN LIEU OF COMMON, SHORT, BOX, SINKER
<br />NAILS, AND SIMPSON SDS SCREWS AS APPROVED IN ICC-ES ESR-2648.
<br />4.ALL BEAM AND JOIST HANGERS SHALL BE THE FULL DEPTH OF THE MEMBER IT IS SUPPORTING.
<br />5.ALL BEAM AND JOIST METAL HANGERS SHALL HAVE ALL HOLES FILLED PER MANUF. TO ACHIEVE MAX
<br />CAPACITY.
<br />6.TYPICAL ROOF SHEATHING SHALL BE 5 PLY. WITH THICKNESS & PANEL INDEX LUMBER AS INDICATED
<br />ON THE DRAWINGS. STAGGER SHEETS 4'-0". FACE GRAIN SHALL BE PERPENDICULAR TO THE
<br />SUPPORTS. PLYWOOD SHALL BE NAILED AS INDICATED ON THE DRAWINGS.
<br />7.MAXIMUM UNFRAMED HOLES IN SHEATHING SHALL BE 3" IN DIAMETER. WHERE POSSIBLE, LOCATE
<br />HOLE IN WALL MIDWAY BETWEEN THE JOISTS. WHERE SQUARE HOLES ARE CUT, DO NOT RUN SAW
<br />BEYOND THE CORNER OF THE OPENING.
<br />8.ALL WOOD SHEATHING SHALL BE APA RATED EXPOSURE 1 UNO. WHERE PLYWOOD IS PERMANENTLY
<br />EXPOSED TO WEATHER, OR USED IN DECKS, THE EXPOSURE RATING SHALL BE EXTERIOR. WOOD
<br />STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS FOR THEIR TYPE IN DOC PS 1 OR PS 2.
<br />EACH PANEL OR MEMBER SHALL BE IDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS OF
<br />AN APPROVED TESTING AND GRADING AGENCY. DIAPHRAGMS STRUCTURAL I U.N.O.
<br />9.WHERE ROOF AND/OR FLOOR SHEATHING IS NAILED AT 2 1/2" O.C., ALL FRAMING INCLUDING BLOCKING
<br />SHALL BE 3X NOMINAL.
<br />10.ALL EDGE NAILING ON SHEAR WALL PLY. SHALL MAINTAIN A 3/8" MIN. CLR. DISTANCE @ ALL BOUNDARY
<br />NAILING ON ROOF OR FLOOR PLYWOOD SHEATHING SHALL MAINTAIN A 3/8" MIN. CLR.
<br />11.WHERE SPECIFIED, PRESERVATIVE TREATMENT BY PRESSURE PROCESS: AWPA U1; USE CATEGORY
<br />UC2 FOR INTERIOR CONSTRUCTION NOT IN CONTACT WITH GROUND, USE CATEGORY UC3B FOR
<br />EXTERIOR CONSTRUCTION NOT IN CONTACT WITH GROUND, AND USE CATEGORY UC4A FOR ITEMS IN
<br />CONTACT WITH GROUND. PRESERVATIVE CHEMICALS: ACCEPTABLE TO AUTHORITIES HAVING
<br />JURISDICTION AND CONTAINING NO ARSENIC OR CHROMIUM. DO NOT USE INORGANIC BORON (SBX)
<br />FOR SILL PLATES EXCEPT FOR INTERIOR DRY ENVIRONMENTS.
<br />12.FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE HOT-DIPPED ZINC-COATED
<br />GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS OTHER THAN NAIL,
<br />TIMBER RIVETS, WOOD SCREWS AND LAG SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY
<br />DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS
<br />55 MINIMUM. CONNECTORS THAT ARE USED IN EXTERIOR APPLICATIONS AND IN CONTACT WITH
<br />PRESERVATIVE-TREATED WOOD SHALL HAVE COATING TYPES AND WEIGHTS IN ACCORDANCE WITH
<br />THE TREATED WOOD OR CONNECTOR MANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF
<br />MANUFACTURER'S RECOMMENDATIONS, A MINIMUM OF ASTM A 653, TYPE G185 ZINC-COATED
<br />GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. EXCEPTION: PLAIN CARBON STEEL FASTENERS
<br />IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT
<br />SHALL BE PERMITTED.
<br />13.MARINE ENVIRONMENT CONDITIONS:
<br />A.EXPOSED FASTENERS/CONNECTORS REQUIRED TO BE TYPE 316 STAINLESS STEEL
<br />THROUGHOUT (I.E. SDS SCREWS, HFX CONNECTORS).
<br />B.MACHINE BOLTS AND LAG SCREWS REQUIRED TO BE HOT DIPPED GALVANIZED WHERE
<br />CONCEALED IN FRAMING AND EXTERIOR FINISH.
<br />14.GRADE AND SPECIES OF ALL LUMBER MUST BE GRADE MARKED.
<br />15.ALL DIAPHRAGMS AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX.
<br />16.ALL BOLTS SHALL BE DRILLED 132 TO 116" OVERSIZED.
<br />17.ALL 2X6 AND SMALLER, AND ALL 4X, SHALL BE DRY TO 19% MAX, AND PLYWOOD 15% MAX MOISTURE
<br />CONTENT AT TIME OF WRAPPING EXCEPT FOR BLOCKING. ALL INTERIOR/DRY MEMBERS RECEIVING
<br />DOWEL TYPE FASTENERS INCLUDING BOLTS, SCREWS, LAG SCREWS, PINS OR SPLIT RING, OR SHEAR
<br />SHEAR CONN. SHALL BE DRY TO 19% MAX MOISTURE CONTENT AT THE TIME OF INSTALLATION.
<br />LUMBER THAT IS ARCHITECTURALLY EXPOSED AND SENSITIVE TO WARPING, SAP, AND SPLITTING
<br />SHALL BE KILN DRY.
<br />18.WHERE ROUGH CARPENTRY IS EXPOSED TO WEATHER, IN GROUND CONTACT,
<br />PRESSURE-PRESERVATIVE TREATED, OR IN AREA OF HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS
<br />WITH HOT-DIP ZINC COATING COMPLYING WITH ASTM A 153/A 153M OR TYPE 304 STAINLESS STEEL.
<br />19.ALL UNPROTECTED WOOD SHALL BE PRESERVATIVE-TREATED, OR NATURALLY DURABLE SPECIES. AT
<br />EXTERIOR WOOD-FRAMED BALCONIES, DECKS AND WALKING SURFACES, WHERE WOOD FRAMING IS
<br />PROTECTED BY WATERPROOFING AND FINISHES, IT IS RECOMMENDED THAT IT BE
<br />PRESERVATIVE-TREATED. PROVIDE AN IMPERVIOUS MOISTURE BARRIER SYSTEM WITH POSITIVE
<br />DRAINAGE AS DETAILED IN THE ARCHITECTURAL DRAWINGS AND INSPECTED PRIOR TO CONCEALING.
<br />PROVIDE CROSS VENTILATION OF AT LEAST 1/150 NET FREE AREA OF ENCLOSED SPACES. (CBC
<br />SECTIONS 107.2.5, 110.3.7 & 2304.12.2)
<br />20.LAG SCREWS SHALL BE BORED AS FOLLOWS:
<br />A.THE CLEARANCE HOLE FOOT THE SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK, AND
<br />THE SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK.
<br />B.THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 40%-70% IN
<br />WOOD W/G < 0.5 AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION.
<br />THE LARGER PERCENTILE IN EA. RANGE SHALL APPLY TO LAG SCREWS OF GREATER DIAMETERS.
<br />LEAD HOLES OR CLEARANCE HOLES SHALL NOT BE REQUIRED FOR 3/8" AND SMALLER DIAMETER LAG
<br />SCREWS LOADED PRIMARILY IN WITHDRAWAL IN WOOD W/ G < 0.5, PROVIDED THAT EDGE DISTANCES,
<br />END DISTANCES, AND SPACING ARE SUFFICIENT TO PREVENT UNUSUAL SPLITTING.
<br />THE THREADED PORTION OF THE LAG SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH
<br />A WRENCH, NOT BY DRIVING W/ A HAMMER. SOAP OR OTHER LUBRICANT SHALL NOT BE USED ON THE
<br />LAG SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE
<br />SCREW.
<br />D = UNTHREADED SHANK DIAMETER
<br />S = UNTHREADED SHANK LENGTH
<br />Dr = ROOT DIAMETER OF THREADED PORTION
<br />T = THREAD LENGTH
<br />W = WIDTH OF HEAD ACROSS FLATS
<br />E = LENGTH OF TAPERED TIP
<br />H = HEIGHT OF HEAD
<br />M = NUMBER OF THREADS/INCH
<br />FASTENING SCHEDULE CBC 2022 TABLE 2304.10.2
<br />(PROVIDED HERE ARE THE MINIMUM FASTENING REQUIREMENTS U.N.O. ON
<br />THE PLANS)
<br />DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND
<br />LOCATION
<br />ROOF
<br />1. BLOCKING BETWEEN CEILING JOISTS,
<br />RAFTERS OR TRUSSES TO TOP PLATE OR
<br />OTHER FRAMING BELOW
<br />(4)8d COMMON (212"x0.113"); OR
<br />(3)8d COMMON (212"x0.131"); OR
<br />(3)10d BOX (3"x0.128"); OR
<br />(3)3"x0.131" NAILS; OR
<br />(3)3" 14 GAGE STAPLES, 7 16" CROWN
<br />EACH END,
<br />TOENAIL
<br />BLOCKING BETWEEN RAFTERS OR TRUSS
<br />NOT AT THE WALL TOP PLATE, TO RAFTER
<br />OR TRUSS
<br />(2)8d COMMON (212"x0.131")
<br />(2)3"x0.131" NAILS
<br />(2)3" 14 GAGE STAPLES
<br />EACH END,
<br />TOENAIL
<br />(2)16d COMMON (312"x0.162")
<br />(3)3"x0.131" NAILS
<br />(3)3" 14 GAGE STAPLES
<br />END NAIL
<br />FLAT BLOCKING TO TRUSS AND WEB FILLER
<br />16d COMMON (312"x0.162") @ 6"OC
<br />3"x0.131" NAILS @ 6"OC
<br />3"x14 GAGE STAPLES @ 6"OC
<br />FACE NAIL
<br />2. CEILING JOISTS TO TOP PLATE
<br />(4) 8d BOX (212"x0.113");OR
<br />(3)8d COMMON (212"x0.131"); OR
<br />(3)10d BOX (3"x0.128"); OR
<br />(3)3"x0.131" NAILS; OR
<br />(3)3" 14 GAGE STAPLES, 7 16" CROWN
<br />EACH JOIST,
<br />TOENAIL
<br />3. CEILING JOISTS NOT ATTACHED TO
<br />PARALLEL RAFTER, LAPS OVER PARTITIONS
<br />(NO THRUST) (SEE SECTION 2308.7.3.1,
<br />TABLE 2308.7.3.1)
<br />(3)16d COMMON (312"x0.162"); OR
<br />(4)10d BOX (3"x0.128"); OR
<br />(4)3"x0.131" NAILS; OR
<br />(4)3" 14 GAGE STAPLES, 7 16" CROWN
<br />FACE NAIL
<br />4. CEILING JOISTS ATTACHED TO PARALLEL
<br />RAFTER (HEEL JOINT) (SEE SECTION
<br />2308.7.3.1, TABLE 2308.7.3.1)
<br />PER TABLE 2308.7.3.1
<br />FACE NAIL
<br />5. COLLAR TIE TO RAFTER
<br />(3)10d COMMON (3"x0.148"); OR
<br />(4)10d BOX (3"x0.128"); OR
<br />(4)3"x0.131" NAILS; OR
<br />(4)3" 14 GAGE STAPLES, 7 16" CROWN
<br />FACE NAIL
<br />6. RAFTER OR ROOF TRUSS TO TOP PLATE
<br />(SEE SECTION 2808.7.5, TABLE 2308.7.5)
<br />(3)10d COMMON (3"x0.148"); OR
<br />(3)16d BOX (312"x0.135"); OR
<br />(4)10d BOX (3"x0.128"); OR
<br />(4)3"x0.131" NAILS; OR
<br />(4)3" 14 GAGE STAPLES, 7 16" CROWN
<br />2 TOENAILS ON
<br />ONE SIDE AND 1
<br />TOENAIL ON
<br />OPPOSITE SIDE OF
<br />RAFTER OR TRUSSc
<br />TYPICAL NAIL DIMENSIONS
<br />TYPE
<br />PENNY-WEIGHT
<br />6d 7d 8d 10d 12d 16d 20d 30d 40d 50d 60d
<br />COMMON
<br />LENGTH 2 214 212 3 314 312 4 412 5 512 6
<br />DIAMETER 0.113 0.113 0.131 0.148 0.148 0.162 0.192 0.207 0.225 0.244 0.263
<br />HEAD 0.266 0.266 0.281 0.312 0.312 0.344 0.406 0.438 0.469 0.500 0.531
<br />BOX
<br />LENGTH 2 214 212 3 314 312 4 412 5
<br />DIAMETER 0.099 0.099 0.113 0.128 0.128 0.135 0.148 0.148 0.162
<br />HEAD 0.266 0.266 0.297 0.312 0.312 0.344 0.375 0.375 0.406
<br />SINKER
<br />LENGTH 17 8 818 23 8 27 8 318 314 33 4 414 43 4 53 4
<br />DIAMETER 0.092 0.099 0.113 0.120 0.135 0.148 0.177 0.192 0.207 0.244
<br />HEAD 0.234 0.250 0.266 0.281 0.312 0.344 0.375 0.406 0.438 0.500
<br />FASTENING SCHEDULE CBC 2022 TABLE 2304.10.2 CONTINUED
<br />DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND
<br />LOCATION
<br />ROOF CONT.
<br />7. ROOF RAFTERS TO RIDGE VALLEY OR HIP
<br />RAFTERS; OR ROOF RAFTER TO 2-INCH
<br />RIDGE BEAM
<br />(2)16d COMMON (312"x0.162"); OR
<br />(3)16d BOX (312"x0.135"); OR
<br />(3)10d COMMON (3"x0.128"); OR
<br />(3)3"x0.131" NAILS; OR
<br />(3)3" 14 GAGE STAPLES, 7 16" CROWN
<br />ENDNAIL
<br />(3)10d COMMON (312"x0.148"); OR
<br />(4)16d COMMON (312"x0.135"); OR
<br />(4)10d BOX (3"x0.128"); OR
<br />(4)3"x0.131" NAILS; OR
<br />(4)3" 14 GAGE STAPLES, 7 16" CROWN
<br />TOENAIL
<br />WALL
<br />8. STUD TO STUD (NOT AT BRACED WALL
<br />PANELS)
<br />16d COMMON (312"x0.162")24"OC FACE NAIL
<br />10d BOX (3"x0.128"); OR
<br />3"x0.131" NAIL; OR
<br />(3)3" 14 GAGE STAPLE, 7 16" CROWN
<br />16"OC FACE NAIL
<br />9. STUD TO STUD AND ABUTTING STUDS AT
<br />INTERSECTING WALL CORNERS (AT BRACED
<br />WALL PANELS)
<br />16d COMMON (312"x0.162"); OR 16"OC FACE NAIL
<br />16d BOX (312"x0.135"); OR
<br />3"x0.131" NAILS; OR
<br />(3)3" 14 GAGE STAPLE, 7 16" CROWN 12"OC FACE NAIL
<br />10. BUILT-UP HEADER (2" TO 2" HEADER)
<br />16d COMMON (312"x0.162")16"OC EACH EDGE,
<br />FACE NAIL
<br />16d BOX (312"x0.135")12"OC EACH EDGE,
<br />FACE NAIL
<br />11. CONTINUOUS HEADER TO STUD
<br />(4)8d COMMON (212"x0.131"); OR
<br />(4)10d COMMON (3"x0.128"); OR
<br />(5)8d BOX (212"x0.113")
<br />TOENAIL
<br />12. TOP PLATE TO TOP PLATE
<br />16d COMMON (312"x0.162"); OR 16"OC FACE NAIL
<br />10d BOX (3"x0.128"); OR
<br />3"x0.131" NAILS; OR
<br />3" 14 GAGE STAPLES. 7 16" CROWN
<br />12"OC FACE NAIL
<br />13. TOP PLATE TO TOP PLATE, AT END
<br />JOINTS
<br />(8)16d COMMON (312"x0.162"); OR
<br />(12)16d BOX (312"x0.135");OR
<br />(12)10d BOX (3"x0.128"); OR
<br />(12)3"x0.131" NAILS; OR
<br />(12)3" 14 GAGE STAPLES. 7 16" CROWN
<br />EACH SIDE OF END
<br />JOINT, FACE NAIL
<br />(MIN. 24" LAP
<br />SPLICE LENGTH
<br />EACH SIDE OF END
<br />JOINT)
<br />14. BOTTOM PLATE TO JOIST, RIM JOIST,
<br />BAND JOIST OR BLOCKING (NOT AT BRACED
<br />WALL PANELS)
<br />16d COMMON (312"x0.162"); OR
<br />16"OC FACE NAIL
<br />16d (312"x0.135"); OR
<br />3"x0.131" NAILS; OR
<br />3" 14 GAGE STAPLES. 7 16" CROWN
<br />12"OC FACE NAIL
<br />15. BOTTOM PLATE TO JOIST, RIM JOIST,
<br />BAND JOIST OR BLOCKING AT BRACED
<br />WALL PANELS
<br />(2)16d COMMON (312"x0.162"); OR
<br />(3)16d BOX (312"x0.135"); OR
<br />(4)3"x0.131" NAILS; OR
<br />(4)3" 14 GAGE STAPLES, 7 16" CROWN
<br />16"OC FACE NAIL
<br />16. STUD TO TOP OR BOTTOM PLATE
<br />(3)16d BOX (312"x0.135"); OR
<br />(4)8d COMMON (212"x0.131"); OR
<br />(4)10d BOX (3"x0.128"); OR
<br />(4)3"x0.131" NAILS; OR
<br />(4)8d BOX (212"x0.113"); OR
<br />(4)3" 14 GAGE STAPLES, 7 16"CROWN
<br />TOENAIL
<br />(2)16d COMMON (312"x0.162"); OR
<br />(3)16d BOX (312"x0.135"); OR
<br />(3)10d BOX (3"x0.128"); OR
<br />(3)3"x0.131" NAILS; OR
<br />(3)3" 14 GAGE STAPLES, 7 16" CROWN
<br />END NAIL
<br />17. TOP PLATES, LAPS AT CORNERS AND
<br />INTERSECTIONS
<br />(2)16d COMMON (312"x0.162"); OR
<br />(3)10d BOX (3"x0.128"); OR
<br />(3)3"x0.131" NAILS; OR
<br />(3)3" 14 GAGE STAPLES, 7 16" CROWN
<br />FACE NAIL
<br />18. 1" BRACE TO EACH STUD AND PLATE
<br />(3)8d BOX (212"x0.113");OR
<br />(2)8d COMMON (212"x0.131"); OR
<br />(2)10d BOX (3"x0.128"); OR
<br />(2)3"x0.131" NAILS; OR
<br />(2)3" 14 GAGE STAPLES, 7 16" CROWN
<br />FACE NAIL
<br />19. 1"x6" SHEATHING TO EACH BEARING
<br />(3)8d BOX (212"x0.113"); OR
<br />(2)8d COMMON (212"x0.131"); OR
<br />(2)10d BOX (3"x0.128"); OR
<br />(2)13 4" 16 GAGE STAPLES, 1" CROWN
<br />FACE NAIL
<br />20. 1"x8" AND WIDER SHEATHING TO EACH
<br />BEARING
<br />(3)8d COMMON (212"x0.131"); OR
<br />(3)8d BOX (212"x0.113"); OR
<br />(3)10d BOX (3"x0.128"); OR
<br />(3)13 4" 16 GAGE STAPLES, 1" CROWN
<br />FACE NAILWIDER THAN 1"x8"
<br />(3)8d COMMON (212"x0.131"); OR
<br />(4)8d BOX (212"x0.113"); OR
<br />(3)10d BOX (3"x0.128"); OR
<br />(4)13 4" 16 GAGE STAPLES, 1" CROWN
<br />FLOOR
<br />21. JOIST TO SILL, TOP PLATE, OR GIRDER
<br />(4)8d BOX (212"x0.113"); OR
<br />(3)8d COMMON (212"x0.131"); OR
<br />FLOOR
<br />(3)10d BOX (3"x0.128"); OR
<br />(3)3"x0.131" NAILS; OR
<br />(3)3" 14 GAGE STAPLES, 7 16" CROWN
<br />TOENAIL
<br />22. RIM JOIST, BAND JOIST, OR BLOCKING
<br />TO TOP PLATE, SILL OR OTHER FRAMING
<br />BELOW
<br />8d BOX (212"x0.113")4"OC TOENAIL
<br />8d COMMON (212"x0.131"); OR
<br />10d BOX (3"x0.128"); OR
<br />3"x0.131" NAILS; OR
<br />3" 14 GAGE STAPLES, 7 16" CROWN
<br />6"OC TOENAIL
<br />23. 1"x6" SUB-FLOOR OR LESS TO EACH
<br />JOIST
<br />(3)8d BOX (212"x0.113"); OR
<br />(2)8d COMMON (212"x0.131"); OR
<br />(3)10d BOX (3"x0.128"); OR
<br />(2)13 4" 16 GAGE STAPLES, 1" CROWN
<br />FACE NAIL
<br />24. 2" SUB-FLOOR TO JOIST OR GIRDER (3)16d BOX (312"x0.135"); OR
<br />(2)16d COMMON (312"x0.162")
<br />BLIND AND FACE
<br />NAIL
<br />25. 2" PLANKS (PLANK & BEAM-FLOOR &
<br />ROOF)
<br />(3)16d BOX (312"x0.135"); OR
<br />(2)16d COMMON (312"x0.162")
<br />EACH BEARING,
<br />FACE NAIL
<br />26. BUILT-UP GIRDERS AND BEAMS, 2"
<br />LUMBER LAYERS
<br />20d COMMON (4"x0.192")32"OC FACE NAIL
<br />AT TOP AND BOTT.
<br />STAGG. ON
<br />OPPOSITE SIDES
<br />10d COMMON (3"x0.128"); OR
<br />3"x0.131" NAILS; OR
<br />3" 14 GAGE STAPLES, 7 16" CROWN
<br />24"OC FACE NAIL
<br />AT TOP AND BOTT.
<br />STAGG. ON
<br />OPPOSITE SIDES
<br />AND:
<br />(2)20d COMMON (4"x0.192"); OR
<br />(3)10d BOX (3"x0.128"); OR
<br />(3)3"x0.131" NAILS; OR
<br />(3)3" 14 GAGE STAPLES, 7 16" CROWN
<br />ENDS AND AT EACH
<br />SPLICE, FACE NAIL
<br />27. LEDGER STRIP SUPPORTING JOISTS OR
<br />RAFTERS
<br />(3)16d COMMON (312"x0.162"); OR
<br />(4)16d BOX (312"x0.135");OR
<br />(4)10d BOX (3"x0.128"); OR
<br />(4)3"x0.131" NAILS; OR
<br />(4)3" 14 GAGE STAPLES, 7 16" CROWN
<br />EACH JOIST OR
<br />RAFTER, FACE NAIL
<br />28. JOIST TO BAND JOIST OR RIM JOIST
<br />(3)16d COMMON (312"x0.162"); OR
<br />(4)10d BOX (3"x0.128"); OR
<br />(4)3"x0.131" NAILS; OR
<br />(4)3" 14 GAGE STAPLES, 7 16" CROWN
<br />END NAIL
<br />29. BRIDGING OR BLOCKING TO JOIST,
<br />RAFTER OR TRUSS
<br />(2)8d COMMON (212"x0.131"); OR
<br />(2)10d BOX (3"x0.128"); OR
<br />(2)3"x0.131" NAILS; OR
<br />(2)3" 14 GAGE STAPLES, 7 16" CROWN
<br />EACH END,
<br />TOENAIL
<br />FOR SI: 1 INCH.=25.4 MM.
<br />A.NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR
<br />MORE. FOR NAILING OF WOOD STRUCTURAL PANELS AND PARTICLEBOARD DIAPHRAGMS AND
<br />SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE
<br />COMMON, BOX OR CASING.
<br />B.SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT
<br />INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. PANEL SUPPORTS AT 16 INCHES
<br />(20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE
<br />MARKED).
<br />C.WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH
<br />THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH
<br />THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE
<br />REDUCED BY ONE NAIL.
<br />D.RSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F1667.
<br />E.TABULATED FASTENER REQUIREMENTS APPLY WHERE THE ULTIMATE DESIGN WIND SPEED IS
<br />LESS THAN 140 MPH. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO
<br />GABLE-END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF ROOF
<br />EDGES AND RIDGES, NAILS SHALL BE SPACED AT 4 INCHES ON CENTER WHERE THE ULTIMATE
<br />DESIGN WIND SPEED IS GREATER THAN 130 MPH IN EXPOSURE B OR GREATER THAN 110 MPH IN
<br />EXPOSURE C. SPACING EXCEEDING 6 INCHES ON CENTER AT THE INTERMEDIATE SUPPORTS
<br />SHALL BE PERMITTED WHERE THE FASTENING IS DESIGNED PER THE AWC NDS.
<br />F.FASTENING IS ONLY PERMITTED WHERE THE ULTIMATE DESIGN WIND SPEED IS LESS THAN OR
<br />EQUAL TO 110 MPH.
<br />G.NAILS AND STAPLES ARE CARBON STEEL MEETING THE SPECIFICATIONS OF ASTM F1667.
<br />CONNECTIONS USING NAILS AND STAPLES OF OTHER MATERIALS, SUCH AS STAINLESS STEEL,
<br />SHALL BE DESIGNED BY ACCEPTABLE ENGINEERING PRACTICE OR APPROVED UNDER SECTION
<br />104.11.
<br />Dr
<br />E
<br />D
<br />S
<br />L
<br />T-E
<br />FASTENING SCHEDULE CBC 2022 TABLE 2304.10.2 CONTINUED
<br />DESCRIPTION OF BUILDING
<br />ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION
<br />WOOD STRUCTURAL PANELS (WSP), SUB-FLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING
<br />AND PARTICLEBOARD WALL SHEATHING TO FRAMINGA
<br />EDGES
<br />(INCHES)
<br />INTERMEDIATE
<br />SUPPORTS
<br />(INCHES)
<br />30. 3 8" - 12"
<br />6d COMMON OR DEFORMED
<br />(2"x0.113");OR 23 8"x0.113" NAIL
<br />(SUB-FLOOR AND WALL)
<br />6 12
<br />8d COMMON OR DEFORMED
<br />(212"x0.131"x0.281" HEAD) (ROOF) OR
<br />RSRS-01 (23 8"x0.113") NAIL (ROOF)d 6e 6e
<br />13 4" 16 GAGE STAPLE, 7 16" CROWN
<br />(SUB-FLOOR AND WALL)4 8
<br />23 8"x0.113"x0.266" HEAD NAIL (ROOF)3f 3f
<br />13 4" 16 GAGE STAPLE, 7 16" CROWN
<br />(ROOF)3f 3f
<br />31. 19 32" - 3 4"
<br />8d COMMON (212"x0.131"); OR
<br />DEFORMED (2"x0.113") (SUB-FLOOR
<br />AND WALL)
<br />6 12
<br />8d COMMON OE DEFORMED
<br />(212"x0.131"x0.281" HEAD) (ROOF); OR
<br />RSRS-01 (23 8"x0.113") NAIL (ROOF)d 6e 6e
<br />23 8"x0.113"x0.266" HEAD NAIL; OR 2" 16
<br />GAGE STAPLE, 7 16" CROWN 4 8
<br />32. 7 8" - 114"10d COMMON (3"x0.148"); OR
<br />DEFORMED (212"x0.131"x0.281" HEAD)6 12
<br />OTHER EXTERIOR WALL SHEATHING
<br />33. 12" FIBERBOARD
<br />SHEATHINGb
<br />112"x0.120", GALVANIZED ROOFING NAIL
<br />(7 16" HEAD DIAMETER); OR
<br />114" 16 GAGE STAPLE WITH 7 16" OR
<br />1" CROWN
<br />3 6
<br />34. 25 32" FIBERBOARD
<br />SHEATHINGb
<br />13 4"x0.120 GALVANIZED ROOFING NAIL
<br />(7 16" DIAMETER HEAD); OR
<br />112" 16 GAGE STAPLE WITH 7 16" OR
<br />1" CROWN
<br />3 6
<br />WOOD STRUCTURAL PANELS, COMBINATION SUB-FLOOR UNDERLAYMENT TO FRAMING
<br />35. 3 4" AND LESS
<br />8d COMMON (212"x0.131"); OR
<br />DEFORMED (2"x0.113"); OR
<br />DEFORMED (2"x0.120")
<br />6 12
<br />36. 7 8" - 1"
<br />8d COMMON (212"x0.131"); OR
<br />DEFORMED (212"x0.131"); OR
<br />DEFORMED (212"x0.120")
<br />6 12
<br />37. 118" - 114"
<br />10d COMMON (3"x0.148"); OR
<br />DEFORMED (212"x0.131"); OR
<br />DEFORMED (212"x0.120")
<br />6 12
<br />PANEL SIDING TO FRAMING
<br />38. 12" OR LESS
<br />6d CORROSION-RESISTANT SIDING
<br />(17 8"x0.106"); OR
<br />6d CORROSION-RESISTANT CASING
<br />(2"x0.099")
<br />6 12
<br />39. 5 8"
<br />8d CORROSION-RESISTANT SIDING
<br />(23 8"x0.128"); OR
<br />8d CORROSION-RESISTANT CASING
<br />(212"x0.113")
<br />6 12
<br />INTERIOR PANELING
<br />40. 14"4d CASING (112"x0.080"); OR
<br />4d FINISH (112"x0.072")6 12
<br />41. 3 8"
<br />6d CASING (2"x0.099"); OR
<br />6d FINISH (2"x0.092")
<br />(PANEL SUPPORTS AT 24")
<br />6 12
<br />DESIGN CRITERIA:
<br />(CBC 2022) BUILDING CODE
<br />1.ROOF LIVE LOAD= 20 PSF [1603.1.2 CBC]ROOFING MATERIAL DEAD LOAD= 0.5 PSF
<br />ROOF TOTAL DEAD LOAD= 11 PSF
<br />2.[1603.1.4 CBC] WIND DESIGN DATA:
<br />BASIC WIND SPEED (3-SEC GUST)= 95 MPH
<br />WIND IMPORTANCE FACTOR = 1.0
<br />WIND EXPOSURE(S)= CMIN. LSL & LVL RIM JOIST BLOCKING
<br />IN LOAD BEARING WALLS.
<br />MAX.
<br />DEPTH
<br />MIN.
<br />THK.
<br />ALLOWABLE LOAD
<br />lb/ft lb
<br />14"1 14"5400 3760
<br />20"1 12"5740 4520
<br />24"1 3 4"6470 4520
<br />MICROLLAM LAMINATED VENEER LUMBER (LVL):
<br />1.MICROLAMM LAMINATED VENEER LUMBER (LVL) BEAMS, RIM JOISTS AND STUDS SHALL BE AS
<br />MANUFACTURED BY WEYERHAEUSER. DESIGN AND INSTALLATION SHALL BE IN ORDINANCE WITH
<br />ICC-ES ESR-1387.
<br />2.MICROLAMM LAMINATED VENEER LUMBER (LVL) BEAMS AND RIM JOISTS SHALL BE GRADE 1.8E (U.N.O.)
<br />AND PROVIDE STRESS VALUES THAT MEET OR EXCEED THE FOLLOWING: (ENGINEER TO VERIFY)
<br />BENDING STRESS (EDGE LOADING), FB........................................................................................2445 PSI
<br />SHEAR STRESS (EDGE LOADING), FV............................................................................................285 PSI
<br />COMPRESSIVE STRESS PERPENDICULAR TO THE GRAIN (EDGE LOAD), FC..........................750 PSI
<br />BENDING STRESS (PLANK LOADING), FB......................................................................................2890 PSI
<br />SHEAR STRESS (PLANK LOADING), FV..........................................................................................190 PSI
<br />COMPRESSIVE STRESS PERPENDICULAR TO THE GRAIN (PLANK LOADING), FC..................480 PSI
<br />TENSILE STRESS, FT........................................................................................................................1450 PSI
<br />COMPRESSIVE STRESS PARALLEL TO THE GRAIN, FC..............................................................2375 PSI
<br />MODULUS OF ELASTICITY, E...........................................................................................................1,800,000 PSI
<br />3.MICROLAMM LAMINATED VENEER LUMBER (LVL) BEAMS AND RIM JOISTS SHALL BE GRADE 2.0E (WHERE
<br />NOTED) AND PROVIDE STRESS
<br />VALUES THAT MEET OR EXCEED THE FOLLOW: (ENGINEER TO VERIFY)
<br />BENDING STRESS (EDGE LOADING), FB........................................................................................2750 PSI
<br />SHEAR STRESS (EDGE LOADING), FV............................................................................................285 PSI
<br />COMPRESSIVE STRESS PERPENDICULAR TO THE GRAIN (EDGE LOAD), FC..........................750 PSI
<br />BENDING STRESS (PLANK LOADING), FB......................................................................................3255 PSI
<br />SHEAR STRESS (PLANK LOADING), FV..........................................................................................190 PSI
<br />COMPRESSIVE STRESS PERPENDICULAR TO THE GRAIN (PLANK LOADING), FC..................480 PSI
<br />TENSILE STRESS, FT........................................................................................................................1660 PSI
<br />COMPRESSIVE STRESS PARALLEL TO THE GRAIN, FC...............................................................2635 PSI
<br />MODULUS OF ELASTICITY, E...........................................................................................................2,000,000 PSI
<br />4.PRODUCT OF OTHER MANUFACTURERS WITH EQUAL OR GREATER CAPACITY MAY BE USED.
<br />ABBREVIATIONS:
<br />AB ANCHOR BOLT
<br />ABV ABOVE
<br />ADDL ADDITIONAL
<br />ADHES ADHESIVE
<br />ADJ ADJACENT
<br />ALT ALTERNATE
<br />AMP AMPLITUDE
<br />ARCH ARCHITECT/
<br />ARCHITECTURAL
<br />AVG AVERAGE
<br />BF BOUNDARY FASTENER
<br />BLDG BUILDING
<br />BLKG BLOCKING
<br />BLW BELOW
<br />BM BEAM
<br />BN BOUNDARY NAILING
<br />BOTT BOTTOM
<br />BS BOTH SIDES
<br />BSMT BASEMENT
<br />BTWN BETWEEN
<br />BYND BEYOND
<br />CF CUBIC FOOT
<br />CIP CAST IN PLACE
<br />CJ CONTROL JOINT/
<br />CEILING JOIST
<br />CL CENTERLINE
<br />CLG CEILING
<br />CLR CLEAR
<br />CMU CONCRETE MASONRY UNIT
<br />CNTRSNK COUNTERSINK/
<br />COUNTERSUNK
<br />COL COLUMN
<br />CONC CONCRETE
<br />CONN CONNECTION
<br />CONST CONSTRUCTION
<br />CONT CONTINUOUS
<br />CONTR CONTRACTOR
<br />COORD COORDINATE
<br />CVR COVER
<br />DIA DIAMETER
<br />DIM DIMENSION
<br />DIR DIRECTION
<br />DIST DISTANCE
<br />DL DEAD LOAD
<br />DMG DAMAGE
<br />DO DO OVER
<br />DP DEEP
<br />DS DRAG STRUT
<br />DSA DEPARTMENT OF STATE
<br />ARCHITECTS
<br />DTL DETAIL
<br />DWG DRAWING
<br />DWL DOWEL
<br />(E)EXISTING
<br />EA EACH
<br />EF EACH FACE/
<br />EDGE FASTENER
<br />ELEC ELECTRICAL
<br />ELEV ELEVATION
<br />EMB EMBEDMENT
<br />EN EDGE NAILING
<br />ENGR ENGINEER
<br />ES EDGE SCREW
<br />EJ EXPANSION JOINT
<br />EQ EQUAL
<br />EW EACH WAY
<br />EXT EXTERIOR
<br />FDN FOUNDATION
<br />FF FINISH FLOOR/
<br />FIELD FASTENER
<br />FG FINISH GRADE
<br />FH FULL HEIGHT
<br />FN FIELD NAILING
<br />FL FLOOR
<br />FLG FLANGE
<br />FOC FACE OF CONCRETE
<br />FOS FACE OF STUD
<br />FS FAR SIDE/
<br />FINISHED SURFACE
<br />FT FOOT/FEET
<br />FTG FOOTING
<br />GA GAGE
<br />GALV GALVANIZED
<br />GRND GROUND
<br />GRD GRADE
<br />GT GIRDER TRUSS
<br />HNGR HANGER
<br />HT HEIGHT
<br />HORIZ HORIZONTAL
<br />HS HIGH STRENGTH
<br />HSS HOLLOW STRUCTURAL SECTION
<br />ID INSIDE DIAMETER
<br />INFO INFORMATION
<br />INT INTERIOR
<br />INV INVERTED
<br />JT JACK TRUSS
<br />KP KING POST
<br />KSI KIPS PER SQUARE INCH
<br />LBS POUNDS
<br />LD LONG DIRECTION
<br />LG LONG
<br />LL LIVE LOAD
<br />LLH LONG LEG HORIZONTAL
<br />LLV LONG LEG VERTICAL
<br />LOC'S LOCATIONS
<br />LONG LONGITUDINAL
<br />LT WT LIGHT WEIGHT
<br />MANUF MANUFACTURER
<br />MAX MAXIMUM
<br />MB MACHINE BOLT
<br />MD METAL DECK
<br />MECH MECHANICAL
<br />MEP MECH/ELEC/PLUMBING
<br />MIN MINIMUM
<br />MISC MISCELLANEOUS
<br />MTL METAL
<br />(N)NEW
<br />NS NEAR SIDE/NELSON STUD
<br />NW NORMAL WEIGHT
<br />OC ON CENTER
<br />OD OUTSIDE DIAMETER
<br />OH OPPOSITE HAND
<br />OMF ORDINARY MOMENT FRAME
<br />OPNG OPENING
<br />OPP OPPOSITE
<br />PERIM PERIMETER
<br />PERP PERPENDICULAR
<br />PL PROPERTY LINE
<br />PLF POUNDS PER LINEAR FOOT
<br />PLT PLATE
<br />PSF POUNDS PER SQUARE FOOT
<br />PSI POUNDS PER SQUARE INCH
<br />PT PLATE TRUSS/
<br />PRESSURE TREATED
<br />REINF REINFORCEMENT
<br />REQ REQUIRE
<br />REQ'D REQUIRED
<br />R&R REMOVE AND REPLACE
<br />SCHED SCHEDULE
<br />SD SHORT DIRECTION
<br />SF SQUARE FOOT
<br />SHT SHEET
<br />SHTG SHEATHING
<br />SIM SIMILAR
<br />SMRF SPECIAL MOMENT -
<br />RESISTING FRAME
<br />SN SOLE PLATE NAILING
<br />SOG SLAB ON GRADE
<br />SPCNG SPACING
<br />SPEC SPECIFICATION
<br />SQ SQUARE
<br />SS STAINLESS STEEL
<br />STAGG STAGGERED
<br />STD STANDARD
<br />STIFF STIFFENER
<br />STL STEEL
<br />STRUCT STRUCTURAL
<br />SW SHEARWALL
<br />SWO SHEARWALL WITH
<br />OPENING
<br />SYM SYMMETRICAL
<br />THK THICK
<br />THRD THREADED
<br />T&B TOP AND BOTTOM
<br />TN TOE NAILING
<br />TOF TOP OF FOOTING
<br />TOP TOP OF PODIUM
<br />TOS TOP OF STEEL
<br />TL TOP OF LEDGER
<br />TOW TOP OF WALL
<br />TRANV TRANSVERSE
<br />TS TUBE STEEL
<br />TYP TYPICAL
<br />UNO UNLESS NOTED OTHERWISE
<br />VERT VERTICAL
<br />VIF VERIFY IN FIELD
<br />WF WIDE FLANGE BEAM
<br />W/WITH
<br />W/O WITHOUT
<br />WT WEIGHT
<br />WP WORKING POINT
<br />WWF WELDED WIRE FABRIC
<br />WWO WALL W/ OPENING & OR
<br />PERFORATED
<br />SHEARWALL
<br />SYMBOLS:
<br />∠...................ANGLE
<br />@.................AT
<br />℄..................CENTERLINE
<br />⅊..................PLATE/PROPERTY LINE
<br />#..................POUNDS
<br />Ø.................DIAMETER
<br />//...................PARALLEL
<br />db.................BAR DIAMETER
<br />1851 E Deere
<br />Ave-Purlins4/8/2025
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