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CARPENTRY NOTES:PREFABRICATED TRUSS NOTES:PNEUMATIC NAILING NOTES:TESTS AND INSPECTIONSTESTS:FILL COMPACTIONREINFORCING STEELCONCRETESTRUCTURAL STEELMASONRYGROUT AND MORTARSHEAR STUDSINSPECTIONS: FOOTING EXCAVATIONSPILE/PIER INSTALLATIONREINFORCEMENT PLACEMENTSHOP WELDINGFIELD WELDINGHIGH STRENGTH BOLTINGMASONRY PLACEMENT & GROUTINGSHEAR STUD INSTALLATIONANCHOR BOLT INSTALLATIONCONCRETE PLACEMENT & BASEPLATE GROUTINGWOOD SHEAR WALLS W/ 4" &TIGHTER NAIL SPACINGWOOD HORIZONTAL DIAPHRAGMSW/ 4" & TIGHTER NAIL SPACINGEPOXY GROUTED ANCHORSEXPANSION ANCHORSHAND DRIVEN NAILING NOTES:1. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE LATEST EDITION OF THE FOLLOWING SPECIFICATIONS:A. DOUGLAS FIR...................................WEST COAST LUMBERMENS ASSOCIATION GRADING RULES #17.B. REDWOOD........................................CALIFORNIA REDWOOD ASSOCIATION GRADING RULES.C. STOCK GLULAM BEAMS..................PRG-305 PERFORMANCE STANDARD FOR APA EWS STOCK GLULAM BEAMD. NON-STOCK GLULAM BEAMS.........ANSI/AITC STANDARD A190.1 FOR STRUCTURAL GLUED LAMINATED TIMBERE. STRUCTURAL PLYWOOD................U.S. PRODUCT STANDARD DOC PS 12. ALL LUMBER SHALL BE DOUGLAS FIR LARCH WITH A MOISTURE CONTENT OF 19% OR LESS AT THE TIME OF INSTALLATION. MINIMUM GRADE SHALL BE:• 4X - DOUGLAS FIR #1• 2X - DOUGLAS FIR #2• LAMINATED VENEER LUMBER (LVL) - 2.0E ILEVEL TRUSJOIST MACMILLAN MICROLLAM• PREFABRICATED WOOD I-JOISTS - WEYERHEUSER TRUSS JOIST TJI JOISTS• STOCK GLULAM BEAMS - 1.9E ROSOBORO X-BEAM. UNBALANCED AT SINGLE SPAN AND BALANCED AT CONTINUOUS OR CANTILEVERED SPANS.• NON-STOCK GLULAM BEAMS - SIMPLE SPAN 24F-V4. CONTINUOUS SPAN 24F-V8. CAMBER MINIMUM 3500-FT RADIUS, UON.• STRUCTURAL PLYWOOD - APA C-D EXTERIOR GLUE.3. BEARING AND SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT WALL AND PARTITION INTERSECTIONS WITH 3-16d NAILS. SPLICE UPPER AND LOWER PLATES AS IN DETAIL ON THIS SHEET. TOP OR BOTTOM PLATES WHEN BORED FOR PIPES AND CONDUITS SHALL BE SPLICED WITH SIMPSON ST 6236 STRAPS ON ONE SIDE WHEN NOTCH IS 1/3 THE WIDTH OF THE PLATES. WHEN THE HOLE IS 2/3 OF THE WIDTH OF THE PLATES USE SIMPSON ST 6236 STRAPS ON EACH SIDE OF THE PLATES. BORED HOLES SHALL BE CENTERED ALONG THE WIDTH OF PLATES. NOTCHING PLATES MORE THAN | OF THE WIDTH IS NOT ALLOWED. NOTCHES IN PLATES SHALL SHALL NOT BE LONGER THAN THE PLATE WIDTH AND SHALL HAVE A CLEAR DISTANCE BETWEEN ANY ADJACENT HOLE OR NOTCH OF AT LEAST TWICE THE PLATE WIDTH. SILL PLATES SHALL BE PLACED IN A BED OF GROUT WHEN REQUIRED FOR FULL BEARING ON THE FOUNDATION.4. FOR EXTERIOR AND BEARING STUDS, NOTCHING NOT TO EXCEED 25% OF WIDTH AND BORED HOLES NOT TO EXCEED 40% OF WIDTH. FOR NON-BEARING STUDS, NOTCHING NOT TO EXCEED 40% AND BORING NOT TO EXCEED 60%. IF EXCEEDED, PROVIDE SIMPSON HSS STUD SHOE.5. PROVIDE SOLID BLOCKING BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, AND AT SUPPORTS PARALLEL TO THE FRAMING PROVIDE BLOCKING OVER SUPPORT AT THE SAME SPACING AS THE FRAMING. PROVIDE CROSS BRIDGING OR FULL DEPTH BLOCKING FOR ALL ROOF RAFTERS OR FLOOR JOISTS THAT ARE 8 1/4 OR MORE INCHES DEEP, AT 8 FEET ON CENTER MAXIMUM AND AT NOT MORE THAN 10 FEET FROM SUPPORTS. CROSS BRIDGING SHALL CONSIST OF 2X3 WITH 2-8d TOE NAILS AT EACH END OR METAL BRIDGING INSTALLED WITH 2-8d NAILS AT EACH END.6. JOISTS UNDER AND PARALLEL TO PARTITIONS SHALL BE DOUBLED AND STITCH NAILED TOGETHER.7. PROVIDE BLOCKING IN ALL WALLS AT THE MID HEIGHT OF STUDS OR SO SPACED THAT THE UNBRACED LENGTH OF STUDS DOES NOT EXCEED 10 FEET. PROVIDE BLOCKING IN WALLS AT CEILING LINES.8. PROVIDE SOLID BLOCKING BETWEEN ANY POSTS AT FLOOR FRAMING IN MULTI-STORY CONSTRUCTION.9. ALL WOOD FRAMING MEMBERS SHALL EITHER BEAR ON PLATES, BEAMS, POSTS OR BE SUPPORTED IN A ` METAL CONNECTOR.10. ALL LIGHT GAGE METAL CONNECTORS FOR WOOD CONSTRUCTION SHALL BE SIMPSON "STRONG-TIE" PRODUCTS AS SPECIFIED IN THEIR LATEST CATALOG OR AN APPROVED EQUAL. INSTALL ALL CONNECTORS PER MANUFACTURERS REQUIREMENTS, UON.11. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE BOLT PLUS 1/16TH OF AN INCH. HOLES FOR LAG SCREWS SHALL BE BORED AT NO MORE THAN 75% OF THE DIAMETER OF THE ROOT OF THE THREADS.12. ALL BOLTS, EXPANSION ANCHORS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS UNDER THE HEADS AND NUTS WHICH BEAR ON WOOD.13. LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED ON INSTALLATION AND RETIGHTENED BEFORE CLOSING IN OR COMPLETION OF THE JOB.14. ALL GLULAM BEAM FABRICATION SHALL BE PERFORMED BY AN APPROVED FABRICATOR PER CBC 1704.2.5.1.15. WOOD FRAMING MEMBERS THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE-TREATED.16. CLEARANCE BETWEEN WOOD SIDING, SHEATHING AND FRAMING ON THE EXTERIOR OF A BUILDING AND EARTH SHALL NOT BE LESS THAN 6" FROM THE GROUND AND 2" VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, ETC. EXCEPT WHERE SIDING, SHEATHING AND WALL FRAMING ARE OF NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD.1. ALL POWER (PNEUMATIC) DRIVEN NAILS FOR STRUCTURAL WORK SHALL BESMOOTH-NAILS (UNLESS SPECIFICALLY NOTED OTHERWISE) PER ASTM 1667.2. ALL POWER DRIVEN NAILS FOR STRUCTURAL WORK SHALL CONFORM WITH ICCESR-1539.3. NAILS INSTALLED IN PRESERVATIVE LUMBER SHALL BE HOT-DIP GALVANIZEDNAILS CONFORMING WITH ASTM A 153.4. NAILS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT.5. NAILS SHALL BE SPACED AT NOT LESS THAN 11 DIAMETERS ON CENTER. EDGE AND END DISTANCES SHALL NOT BE LESS THAN 6 DIAMETERS. NAIL HOLES SHALL BE SUB-DRILLED WHERE NECESSARY TO PREVENT SPLITTING OF WOOD.6. ALL NAILS FOR PLYWOOD SHEATHING SHALL MEET 8d COMMON NAIL SIZING (2 1/2"X0.131"Ø).7. NAILING NOT NOTED BELOW OR INDICATED ON THE PLANS SHALL BE A MINIMUM OF TWO 16d NAILS AT EACH CONTACT FOR 2X MEMBERS AND A MINIMUM OF TWO 8d NAILS AT EACH CONTACT FOR 1X MEMBERS.8. MINIMUM NAILING SHALL BE PER THE TABLE BELOW. CONNECTIONS NOT NOTEDBELOW SHALL BE PER ICC ESR-1539 TABLE 11:ITEM DESCRIPTION OF BUILDING ELEMENTNUMBER/SPACING @ TYPEOF FASTENERROOF(3) 16d (3"x0.131")(3) 8d (2 1/2"x0.131")BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TN1(3) 16d (3"x0.131")(3) 8d (2 1/2"x0.131")CEILING JOISTS TO PLATE, TOE NAIL2(4) 16d (3"x0.131")3CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS, FACE NAIL(4) 16d (3"x0.131")(5) 8d (2 1/2"x0.131")COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4"x20 GAGE RIDGE STRAP4(4) 16d (3"x0.131")(5) 8d (2 1/2"x0.131")RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL5(5) 16d (3"x0.131")(5) 8d (2 1/2"x0.131")ROOF RAFTER TO RIDGE, VALLEY OR HIP RAFTERS: TOE NAIL67(4) 16d (3"x0.131")ROOF RAFTER TO RIDGE, VALLEY OR HIP RAFTERS: END NAILWALL16d (3"x0.131") @ 16" OC8d (2 1/2"x0.131") @ 8" OCBLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TN816d (3"x0.131") @ 8" OC8d (2 1/2"x0.131") @ 8" OCABUTTING STUDS AT INTERSECTING WALL CORNERS, FACE NAIL91016d (3"x0.131") @ 8" OCBUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER(4) 16d (3"x0.131")(4) 8d (2 1/2"x0.131")CONTINUOUS HEADER TO STUD, TOE NAIL1116d (3"x0.131") @ 12" OC8d (2 1/2"x0.131") @ 8" OCDOUBLE TOP PLATES, FACE NAIL12(16) 16d (3"x0.131")13DOUBLE TOP PLATES, MINIMUM 48-INCH OFFSET OF END JOINTS, FACE NAIL IN LAPPED AREA14(3) 16d (3"x0.131")TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL16d (3"x0.131") @ 12" OC8d (2 1/2"x0.131") @ 8" OCSOLE PLATE TO JOIST OR BLOCKING, FACE NAIL15(4) 16d (3"x0.131") @ 16" OC(4) 8d (2 1/2"x0.131") @ 16" OCSOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS16(4) 16d (3"x0.131")(4) 8d (2 1/2"x0.131")TOP OR SOLE PLATE TO STUD, END NAIL17(4) 16d (3"x0.131")(4) 8d (2 1/2"x0.131")STUD TO SOLE PLATE, TOE NAIL18FLOOR3-16d (3"x0.131")3-8d (2 1/2"x0.131")JOIST TO SILL OR GIRDER, TOE NAIL1916d (3"x0.131") @ 6" OC8d (2 1/2"x0.131") @ 6" OCRIM JOIST TO TOP PLATE, TOE NAIL202116d (3"x0.131") @ 24" OCBUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS5-16d (3"x0.131")6-8d (2 1/2"x0.131")LEDGER STRIP SUPPORTING JOISTS OR RAFTERS221. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS: DEAD LIVESLOPED TOP CHORD - 14.5 PSF 20 PSFFLAT TOP CHORD- 8.5 PSF 20 PSF (SEE PLAN & TRUSS PROFILE FOR POINT LOADS)BOTTOM CHORD - 5.5 PSF 10 PSF(BOTTOM CHORD LIVE LOAD IS NOT CONCURRENT WITH THE ROOF LIVE LOAD)2. MAXIMUM ALLOWABLE DEFLECTION TL/240 OR LL/360.3. ALL TOP CHORD MEMBERS SHALL BE 2X4 MINIMUM.ALL BOTTOM CHORD MEMBERS SHALL BE 2X4 MINIMUM.4. ALL WEB MEMBERS SHALL BE 2X4 MINIMUM.5. LUMBER GRADE SHALL BE DOUGLAS FIR #2 OR BETTER. ALLOWABLE STRESSINCREASE FOR LOAD DURATION SHALL BE 25% MAXIMUM. NO REPETITIVEMEMBER STRESS INCREASES SHALL BE ALLOWED.6. THE EFFECT OF ECCENTRIC LOADING SHALL BE CONSIDERED IN ALL JOINTS.DESIGN AND FABRICATION SHALL CONFORM WITH THE CBC CHAPTER 23,SECTION 2303.4. IN ADDITION, THE PREFABRICATED TRUSSES SHALL BEASSEMBLED UNDER THE APPROVAL OF AN INDEPENDENT TESTING AGENCY PERCBC SECTION 1704.2.5.7. MECHANICAL EQUIPMENT LOADS MUST BE CONSIDERED IN THE TRUSS DESIGN,SEE MECHANICAL PLANS FOR LOCATIONS AND WEIGHTS OF UNITS.8. ALLOWABLE PLATE BEARING, FC=625 PSI. TRUSS DESIGN SHALL INCLUDE ALLCONNECTIONS AND BEARING IMPROVEMENTS REQUIRED.9. TRUSS DRAWINGS WITH LAYOUT PLANS AND CALCULATIONS, SHALL BE PREPAREDAND SIGNED BY A CIVIL ENGINEER LICENSED TO PRACTICE IN THE STATE OFCALIFORNIA AND SHALL BE SUBMITTED TO THE PROJECT STRUCTURAL ENGINEERFOR SHOP DRAWING REVIEW PRIOR TO FABRICATION. PRIOR TO THE ERECTIONOF TRUSSES, THE DESIGN CALCULATIONS AND DRAWINGS AS REVIEWED ANDSTAMPED BY THE STRUCTURAL ENGINEER SHALL BE SUBMITTED TO THEBUILDING DEPARTMENT FOR APPROVAL.10. THE HANDLING AND ERECTION OF TRUSSES SHALL BE IN STRICT ACCORDANCEWITH THE MANUFACTURERS RECOMMENDATIONS. ERECTION AND TEMPORARYBRACING (WHICH IS ALWAYS REQUIRED) SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.1. ALL HAND DRIVEN NAILS FOR STRUCTURAL WORK SHALL BE SMOOTH-COMMON NAILS (UNLESS SPECIFICALLY NOTED OTHERWISE) PER ASTM 1667.2. NAILS INSTALLED IN PRESERVATIVE LUMBER SHALL BE HOT-DIP GALVANIZED NAILS CONFORMING WITH ASTM A 153.3. NAILS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT.4. NAILS SHALL BE SPACED AT NOT LESS THAN 11 DIAMETERS ON CENTER. EDGE AND END DISTANCES SHALL NOT BE LESS THAN 6 DIAMETERS. NAIL HOLES SHALL BE SUB-DRILLED WHERE NECESSARY TO PREVENT SPLITTING OF WOOD.5. NAILING NOT NOTED BELOW OR INDICATED ON THE PLANS SHALL BE A MINIMUM OF TWO 10d NAILS AT EACH CONTACT FOR 2X MEMBERS AND A MINIMUM OF TWO 8d NAILS AT EACH CONTACT FOR 1X MEMBERS.6. MINIMUM NAILING SHALL BE PER THE TABLE BELOW. CONNECTIONS NOT NOTED BELOW SHALL BE PER CBC 2304.10.1:ITEM DESCRIPTION OF BUILDING ELEMENTNUMBER/SPACING @TYPE OF FASTENER(3) 8d (2 1/2"x0.131"), OR(3) 3"x0.131"(3) 8d (2 1/2"x0.131"), OR(3) 3"x0.131"(3) 16d (3 1/2"x0.162"), OR(4) 3"x0.131"(3) 10d (3"x0.148"), OR(4) 3"x0.131"(3) 10d (2 1/2"x0.148"), OR(4) 3"x0.131"(3) 10d (3 1/2"x0.148")(4) 3"x0.131"(2) 16d (3 1/2"x0.162")(3) 3"x0.131"BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAILCEILING JOISTS TO PLATE, TOE NAILCEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS, FACE NAILCOLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4"x20GA RIDGE STRAP, FACE NAILROOF12356RAFTER OR ROOF TRUSS TO PLATE, TOE NAILROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER TO MINIMUM 2" RIDGE BEAM (TOE NAIL/FACE NAIL)7WALL16d (3 1/2"x0.162") @ 24" OC3"x0.131" @ 16" OC16d (3 1/2"x0.162") @ 16" OC3"x0.131" @ 12" OC16d (3 1/2"x0.162") @ 16" OC16d (3 1/2"x0.135") @ 12" OC(4) 8d (2 1/2"x0.131"), OR(4) 10d (3"x0.128")16d (3 1/2"x0.162") @ 16" OC3"x0.131" @ 12" OC(16) 16d (3 1/2"x0.135")(16) 3"x0.131")16d (3 1/2"x0.162") @ 16" OC3"x0.131" @ 12" OC(2) 16d (3 1/2"x0.162") @ 16" OC(4) 3"x0.131" @ 16" OC(4) 8d (2 1/2"x0.131")(4) 3"x0.131"(2) 16d (3 1/2"x0.162")(3) 3"x0.131"(2) 16d (3 1/2"x0.162")(3) 3"x0.131"STUD TO STUD (NOT AT BRACED WALL PANELS), FACE NAILSTUD TO STUD AND ABUTTING STUDS AT INTERSECTION WALLCORNERS (AT BRACED WALL PANELS), FACE NAILBUILT-UP HEADER (2" TO 2" HEADER W/ 1/2" SPACER), FACE NAILCONTINUOUS HEADER TO STUD, TOE NAILTOP PLATE TO TOP PLATE, FACE NAILDOUBLE TOP PLATE SPLICE, MINIMUM 48-INCH OFFSET OF END JOINTS, FACE NAIL IN LAPPED AREABOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS), FACE NAILBOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (AT BRACED WALL PANELS), FACE NAILTOP OR BOTTOM PLATE TO STUD (TOE NAIL/END NAIL)TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL891011121314151617FLOOR(3) 8d(2 1/2"x0.131")(3) 3"x0.131"8d (2 1/2"x0.131") @ 6" OC3"x0.131" @ 6" OC(3) 16d (3 1/2"x0.135")(2) 16d (3 1/2"x0.162")(3) 16d (3 1/2"x0.162")(4) 3"x0.131"10d (3"x0.128") OR 3"x0.131" @ 24" OC T&B & 3 EA END(3) 16d (3 1/2"x0.162")(4) 3"x0.131"(2) 10d (3"x0.128")JOIST TO SILL, TOP PLATE OR GIRDER, TOE NAILRIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE, TN2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAILBUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER, FACE NAILLEDGER STRIP SUPPORTING JOISTS OR RAFTERS, FACE NAIL EA JSTBAND OR RIM JOIST TO JOIST, END NAILBRIDGING TO JOIST21222426272829WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING8d (2 1/2"x0.131") @ 6" OC8d (2 1/2"x0.131") @ 12" OC32 3/8" to 1/2" (EDGE NAILING/FIELD NAILING)8d (2 1/2"x0.131") @ 6" OC8d (2 1/2"x0.131") @ 12" OC3319/32" TO 1" (EDGE NAILING/FIELD 10d (3"x0.148") @ 6" OC10d (3"x0.148") @ 12" OC341 1/8" to 1 1/4" (EDGE NAILING/FIELD NAILING)1. TESTS AND INSPECTIONS SHALL BE PROVIDED BY A QUALIFIED TESTINGAGENCY AS MARKED BELOW AND SHALL CONFORM TO THE REQUIREMENTSOF THE CBC CHAPTER 17.2. ALL REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, ARCHITECT, AND ENGINEER OF RECORD (EOR).3. REFER TO SCHEDULE OF INSPECTIONS FILED WITH BUILDING DEPARTMENTFOR DETAILED OUTLINE OF CONTINUOUS AND PERIODIC INSPECTIONSREQUIRED.DEGENKOLB ENGINEERS428 J ST, SUITE 500SACRAMENTO, CA 95814916.418.9100 (P)www.degenkolb.comSAN FRANCISCO LOS ANGELES OAKLAND SACRAMENTO SAN DIEGO SEATTLE TAHOEPETERILDASN NJ.No. 4901CUSCFOETREGRISREATSTEDTATAIEN G IN EERARL ROFIUNLExp. 6-30-23CTUURALRTS DATEDRAWNJOB NOSHEETREVISIONS:ProjectSheet TitleFile Path:C:\Users\kworcester\Documents\C1A84192.00-El Forastero_R20_kworcester.rvtC1A84192.00S0.1STANDARD STRUCTURAL NOTESEL FORASTERO MEXICAN FOOD1718 E. HAMMER LNSTOCKTON, CA 9521011/04/2021KLMDateDescription01/21/2022
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